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HomeMy WebLinkAbout2000-civil plansr Q ---- T ; - EXISTING ING z :I -- _ _ ,_�, ,•,,. PROPOSED I� - BUILDING j m BENCHMARK o 1 z ADDITION I ~-,, 64 5Q Q Z - p EXISTING F.F. 964.5 N tai' F. 964. rJ F _ C: X 0 SANITARY MANHOLEUj T.C. = 961.97 INV. = 955.07 I SAN. C,0, W �_-- 0 , ' ,. - 1) UTILITIES SHOWN ARE APPROXIMATE, CALL GOPHER STATE ONE CALL AT 454-0002 PRIOR TO EXCAVATION. 2) ARROWS SHOW DIRECTION OF SURFACE WATER RUNOFF. 3) REPAIR AND PATCH BITUMINOUS UPON UTILITY PLACEMENT AND AREAS OF CONSTRUCTION AS REQUIRED. 4) ALL DISTURBED AREAS SHALL HAVE SEED MIXTURE N0, 50A PLACED AT A TARGET RATE OF 75 POUNDS PER ACRE, MULCH SHALL BE PLACED AT A TARGET RATE OF 2 TONS PER ACRE. 5) RESTORE DITCH TO PRECONSTRUCTION CONDITIONS. �-- SEE GEOTECHNICAL REPORT FOR SOIL CORRECTION REQUIREMENTS. 1.5" BITUMINOUS WEARING COURSE, Mn/DOT SPEC 2341. 1.5" BITUMINOUS BASE COURSE, Mn/DOT SPEC 2331. (5" CARS) (7" HEAVY DUTY TRUCKS) - AGGREGATE BASE, CLASS 5 Mn/DOT. SPEC 2211, 100% CRUSHED. PLACE ON PREPARED SUBGRADE, Mn/DOT SPEC 2112. ASPHALT PAVEMENT SECTION NOT TO SCALE Ljm 14- < O U ,-0.5"R 3"R 3 3"R 6« SLOPE 0.75" PER FOOT 05"R . 7„ 71.5" 12" 8"--�I B612 CURB & GUTTER NOT TO SCALE SCALE IN FEET 0 40 80 120 20 60 o - DENOTES IRON MONUMENT BEARINGS ARE ASSUMED DATUM LEGEND: gP1 PROPOSED HIGHPOINT SPOT ELEVATION 1 XPp� EXISTING SPOT ELEVATION DIRECTION OF SURFACE WATER FLOW 811W_WATER MAIN 6nS SANITARY SEWER LINE LEGAL DESCRIPTION OF PARCEL SHOWN: Lot 1, Block 1, AIRLAKE DEVELOPMENT THIRD ADDITION, Dakota County, Minnesota, according to the recorded plat thereof. I hereby certify that this pian, specification, or report was prepared by me or under my direct supervision and that I am a duly licensed Professional Engineer and Land Surveyor under the lows of the State of Minnesota j Signatuf^e'".`^r\ License No. �/ y y Date -- PROPEX "SILT STOP" FABRIC OR U K /-\ U 11N U/ U K A 1 N A U L/ U 1 I L I I Y r-' L /A IV EQUAL -FASTEN TO STAKES 2"x2"x4' WOOD PREPARED FOR: STAKES @4' O.C. -- APPRO Development, Inc. - 10' MIN. 21535 Cedar Avenue EXISTING GRADE- B Lakeville, MN 55044 BACKFILL I -ill- ''-111 IIS -1 )11 till � BURY BOTTOM 6" OF FABRIC JACOBSON LOT 1, _V PROPOSED EUBANKMENT ENGINEERS SURVEYORS WAUSAU P.O. E30X 541 LAKE' TEL. 469-4328 LAKEVILLE, MN 55044 SILT FENCE DETAIL PROD NO: 200017.21 CHECKED: GDJ SHEI NOT TO SCALE DRAWN: SWL SCALE: AS SHOWN _ DATE: 2-22-00 FIELD BOOK: CD 0 _r_..._ OFFICE I= I - GAS CATCH BASINJr METER j— T.C. - 960.42 i --- - _ s 4., I � +I � FMR PAD CONCRETE k 600.0 - — — - (� - CON ti PAD STOOP,, - - - - -- -PROPOSED --- -1 -_ _. ..-- - --- ------�------- _-� - _ CONC. PAD �.;c --------------------- --------- ---- . 1) UTILITIES SHOWN ARE APPROXIMATE, CALL GOPHER STATE ONE CALL AT 454-0002 PRIOR TO EXCAVATION. 2) ARROWS SHOW DIRECTION OF SURFACE WATER RUNOFF. 3) REPAIR AND PATCH BITUMINOUS UPON UTILITY PLACEMENT AND AREAS OF CONSTRUCTION AS REQUIRED. 4) ALL DISTURBED AREAS SHALL HAVE SEED MIXTURE N0, 50A PLACED AT A TARGET RATE OF 75 POUNDS PER ACRE, MULCH SHALL BE PLACED AT A TARGET RATE OF 2 TONS PER ACRE. 5) RESTORE DITCH TO PRECONSTRUCTION CONDITIONS. �-- SEE GEOTECHNICAL REPORT FOR SOIL CORRECTION REQUIREMENTS. 1.5" BITUMINOUS WEARING COURSE, Mn/DOT SPEC 2341. 1.5" BITUMINOUS BASE COURSE, Mn/DOT SPEC 2331. (5" CARS) (7" HEAVY DUTY TRUCKS) - AGGREGATE BASE, CLASS 5 Mn/DOT. SPEC 2211, 100% CRUSHED. PLACE ON PREPARED SUBGRADE, Mn/DOT SPEC 2112. ASPHALT PAVEMENT SECTION NOT TO SCALE Ljm 14- < O U ,-0.5"R 3"R 3 3"R 6« SLOPE 0.75" PER FOOT 05"R . 7„ 71.5" 12" 8"--�I B612 CURB & GUTTER NOT TO SCALE SCALE IN FEET 0 40 80 120 20 60 o - DENOTES IRON MONUMENT BEARINGS ARE ASSUMED DATUM LEGEND: gP1 PROPOSED HIGHPOINT SPOT ELEVATION 1 XPp� EXISTING SPOT ELEVATION DIRECTION OF SURFACE WATER FLOW 811W_WATER MAIN 6nS SANITARY SEWER LINE LEGAL DESCRIPTION OF PARCEL SHOWN: Lot 1, Block 1, AIRLAKE DEVELOPMENT THIRD ADDITION, Dakota County, Minnesota, according to the recorded plat thereof. I hereby certify that this pian, specification, or report was prepared by me or under my direct supervision and that I am a duly licensed Professional Engineer and Land Surveyor under the lows of the State of Minnesota j Signatuf^e'".`^r\ License No. �/ y y Date -- PROPEX "SILT STOP" FABRIC OR U K /-\ U 11N U/ U K A 1 N A U L/ U 1 I L I I Y r-' L /A IV EQUAL -FASTEN TO STAKES 2"x2"x4' WOOD PREPARED FOR: STAKES @4' O.C. -- APPRO Development, Inc. - 10' MIN. 21535 Cedar Avenue EXISTING GRADE- B Lakeville, MN 55044 BACKFILL I -ill- ''-111 IIS -1 )11 till � BURY BOTTOM 6" OF FABRIC JACOBSON LOT 1, _V PROPOSED EUBANKMENT ENGINEERS SURVEYORS WAUSAU P.O. E30X 541 LAKE' TEL. 469-4328 LAKEVILLE, MN 55044 SILT FENCE DETAIL PROD NO: 200017.21 CHECKED: GDJ SHEI NOT TO SCALE DRAWN: SWL SCALE: AS SHOWN _ DATE: 2-22-00 FIELD BOOK: _ 7"1 . , .,y _ ... ,.. ,. ...:,,.,..- . . .. n . se . - . -.d ... . , " r .�a. � �`,,z>p� f � �.R y a� s-:3 �� � . � 34 «ssla' y�:.;. , i.: .Y . :�'' �+� �a r�� 't°�'. t �✓a � •�� �4� k'AI'',"" p'-`, d- c .F, ,'>_',' "-i.W''_,'fy' V.,:,,. p'5''' y, .,s ,sS'i*;'„k•:2r,..'sti,' a.F. z__- ,y ,,'ik.+S.,:.a y'" *y'F;'Tr' "`#';''., ,�, _ - - fi_ 1 � 't I I 1 1 ,. r �,/-,_ £ .. - •Yt`:kth w._;13' Tt ;,'x?i` LF` `r'' :"'�:�• - W -4- _T_ -T- - CONSRUCT SILT FENCE CONSRUCT SILT FENCE I I I t --'N 89020'45" E - ` CONSTRUCT SWALE AT 0.3% SLOPE I -- CENTER SWALE ON PROPERTY LINE CONSTRUCT SILT FENCE 1792.31- �- 957 o — 958 957 956 ifig' 957 958 —$ 957 57 956 1 '( = 5 _ 958 DRAIN D 244.88 UTILITY EASE � Le S 7802624 --� --- + - NORTH i i \ DITCH DETAIL r//'/ \\\ 111 I l' Q // / I I \ I ( SCALE IN FEET , 0 40 S0 120 955 96 ,+20 60 DENOTES IRON MONUMENT o '! 9s 89020 5 E \ s� O �! 04 o BEARINGS ARE ASSUMED DATUM - N 185.01 D 3-15-99'! -----�-- 3-22-99 CITY OF LAKEVILLE COMMENTS --- - --- __- ---- ---- __ _ APPRO ENTRANCE REVISION +. APPRO Development, Inc. 2.1535 Cedar Avenue Lakeville, MN 55044 4-06-99j - - Y_ JACOBSON AIRLAKE DEVELOPMENT THIRD ADDITION 4 - WAUSAU SUPPLY CO. P.O. Box 541 TEL. 469-4328 LAKEVILLE, MN 55044 LAKEVILLE, MN Z SHEET NO. C-3 t0 ° °' PHASE II O EXPANSION:Li Q � 48,000 S. F. 't Li1 ] , , I 1 L t 1 i 1 l Y 1 , O � , --------------------------- _ 960 961 ATE 964' A _, G TE , EDGE OF BITUMINOUS _ --- - _ 964 1J , ,67 V -- ----- --_ � ZONE I-2 t -------------- r ' —J 963 20.00 FOOT WIDE PRIVATE RAIL SPUR EASEMENT W - 962 ANC W N 8902014511 E \`, ,' I--- MATERIAL SCREEN `JNSTALL 6" DIP LINE 961 58 ,57 OUTDOOR S 1) UTILITIES SHOWN ARE APPROXIMATE. CALL GOPHER STATE ONE CALL AT 454-0002 PRIOR TO EXCAVATION. - 2) ARROWS SHOW DIRECTION OF SURFACE WATER RUNOFF. 3) NO TREES EXIST ON PROPOSED LOT 1. 4) PLAN SHOWS PORTION OF PROPOSED SITE TO THE SOUTH AND DRAINAGE SWALE AND RAIL SPUR SERVING SITE. 5) SEE SHEET C-4 AND LANDSCAPE PLAN FOR SEEDING & MULCHING SPEC. AND SITE DETAILS. 6) INITIAL GRADING MUST FIRST CONSTRUCT A PORTION OF THE PONDING AREA TO ACT AS SEDIMENTATION BASIN DURING SITE GRADING. DIRECT ALL DRAINAGE TO SEDIMENTATION BASIN. -t 958 S)1 OF RIP -RAP ---"/ r' r i i �`. �`�`� -\\ It / of 20 FOOT BENCH \\\ rr '11I I I _\\\t t t tttt trI II-------------- • .-------------- t ------------ ,,1 It its 1I iI tlr'l 'iiii It, I full Illrl _\` iiii ,11 It hill �' II il' I ,I �jl,ll 11 11 IIIII i j jlll i 11 I1, ' 1,111 Ill,t r III11 111 III 1,111 II1,1 r II11 + 11 III 11 IIIII I 11;1; 11 Ifll.- w1t I; 1 11 t 1}111 I I I I I I I 1 1 I 1,111 1. =f 1,1 Intl. I IIIII 1 I t 111 II 1111 IA111,1 1 „ If,l 1 I I 1 t11II /IIIII iitil + iili,ll NF_ L L I III L I I I 11; I l i I I 1 1 1 1I O IIII tlljl O Illll+r 11;11; 'i ii iliii � 11;1;,' II 1111) I 1 ,fllf 11 1 II I, iiii Bili 11 i I�iS lilf It � 11, 1 Q i;i ii Illli � ;ll;r, p 'n iliii tlr;I O iilI ii1i11 ,�! 1,111 11111 m IM- I, 1 1 1 iii 1 i 11 1t f 1 U ------ iiii 11111 ;I';i z III I W t ;i i; 11111 lll; mi ;B I li i 11111 t I 1 ;1 N I I I V i i i = iii 11 III 1 1 1 11 1 1 1 1 U ZI l i i t m I;III111,1 O -I;111 111111 ,1 11 ,� 1j111 (,111 II II III ,111 11111 �,I,I „ 1,11 I ,1 II N IIIII `..� III"III II 1111 .. , 1 11 1 1 1 1 1 II I I 11 I f I, I I III 11111 1 I 1 I, _ I ;111 111;1 J .11111 1111'1 m W I t l l 1 1 1 1 1 1 1 1 111 11111 :D C 1 1 I I I I 1 1 t l l j f CL III 1 1 I 1 1 Ii' 1 4SRUCT SILT FENCE I ; I I I 1;; 1 1 `/ iii I I I i i I i i t! t ii to 1 11 I,I:11 1 I INSTALL 20 CU. YDS. ( 1,11 hY11I II,t, 11 Itl1 1111 111,1 Q --------- OF RIP -RAP I l f l, 1 1 1, 1 I I, i 1 i I I f' li ,1.11 1111 111111 II Itl1 _ ,Itl iiifi Ilrtll illi It tltl viii 111iI IIf Ii YIf 11111 f..- ,IIIA fill' tIj ii Ilii) it i('t' --955— J I i O r r; it i ll, _ 'trt Itllt iiilrt ii li, trr hill rrttl Ir too It r I It I ..I /` i i lit I r t r i tl i t r t /! I r r r t r f t ll 1 t rr If r I 11 Ill or /l , i F- lit Il l i t fl Ill 11 1 r :DI l I 10 1, , 1 1 1, 1 / /r/rlrrl l tit t i t rr I --- InII, I 1111 i rIrr/r , Irl//I r l!tr r/ l r r r It r /fill it l/ r! r ! I /�/�..-.' �,It 1; , tl I,'•1" I!t/t It It t It f 1 I! / „ 1 I, , ,�� it t t lit 1 II111 I I 1., ,, i , t r rl11111 ! I C 1 I Il//f / 1 t 1 I N 1 1 1 I1 I I 11 f I, ! Il tl lI l! t rr ll /I/ / rl %� � I! r i r l LEGEND: g61 1PROPOSED HIGHPOINT SPOT ELEVATION N g62� PROPOSED SPOT ELEVATION DIRECTION OF SURFACE WATER FLOW I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly licensed Professional Engineer and Land Surveyor under the laws of the State of Minnesota. Signature License No. Dote GRADING/DRAINAGE/UTILITY PLAN ---- _ REVISIONS 2-22-99' CITY OF :LAKEVILLE COMMENTS 3-15-99'! -----�-- 3-22-99 CITY OF LAKEVILLE COMMENTS --- - --- __- ---- ---- __ _ APPRO ENTRANCE REVISION PREPARED FOR: APPRO Development, Inc. 2.1535 Cedar Avenue Lakeville, MN 55044 WATER MAIN LOCATION ___-- -----__-- -_-- __----�.----- I- --- _ - --- ---- -- -- - - —_ 4-06-99j - - JACOBSON AIRLAKE DEVELOPMENT THIRD ADDITION ENGINEERS - SURVEYORS WAUSAU SUPPLY CO. P.O. Box 541 TEL. 469-4328 LAKEVILLE, MN 55044 LAKEVILLE, MN PROJ. NO: 98115.21 CHECKED: GDJ SHEET NO. C-3 DRAWN: GDJ SCALE: AS SHOWN DATE: 1-29-99 FIELD BOOK: , 17 P11:11 P OF _----___^__------- ----- -- ________ 08 958.1 SEE SHEET C-5 FOR CONTINUATION r. OF GRADING TO NORTH ALONG S E TSLOPE N 89020'45" CONSTRUCT WAL A 0 3'6 , HIGHVIEW AVE. -- CENTER SWALE ON PROPERTY LINE I+ 1, -rE 1 1792.31 1 , - , ----� -- 960 9130-' 959 - - - 961 2 96 959 959 ' ;k 959 — — ` 961 962 --i- -- - 96 961 a ----96 \ 62 96� 96 9 / 50 FT. ROCK CON \E1TRANCE 9 ,' FIRE DEPARTMENT`,ACCESS ROAD 9 `gs 9 4i� \ BITUMINOUS DRIVE (GROWN DRIVE) s3 9639 96� 9 C pbg6k 5 963 INSTALL 45 L.F, OF I q 5 \` 2" CMP AT 0.3� SLOPE 9� 5 964- 1 ---- ---- -- 12"INVIN = 961.2 ' \ 964 ---------- --- --- --- -- - --- - - — \ 600.0 T_ INV. OUT = 961.0 ` i PUBLIC CULVERT LO 14 \ 1 _ ►: i I 3 63 11 'cv .r _ + • '- W 961,07 _ o -- �' , _ rn - - w -967 I_L.I ' —i_ _--�j 1 V) M 11 ? ',1 % / w 0 rn Q AUTO v w _ , PHASE II 961.16 CONSTRUCT SAN, MANHOLE AND I ( /! �r F'p l� PARKI�i{'i NALK, 7 I EXPANSION: INSTALL 180 L.F, OF 6 P C SAN. PROPOSED BUILDING ' Ur G SEWER PIPE O 2,0% SLOPE. Z T. C. 961.7 ' . - I , w INC. - 961.7 m I F.F. = 964.50 X ----- W w 48,000 S.F. 144, 000 S.F. TOTAL l o I ---- , -' w o + Ld Li W SAN. C.O. �- SAN. 0 O ; 6'S SER CE LINE i I W p O — P ELECTRIC 0 ( TRANSFORMER 0 I OFFICE --- -- ----- -- - ----------- -------------- GAS CONSTRUCT CATCH BA;{N AND DISCHARGE GATE _ / METER INTO BUILDING FOR PNJMP DISCHARGE T.C. = 960.5, IN,) ' = 955.5 BENCHMARK (HYD) i I N ( 600.0 S 1 x . T.N.H. 65.93. 6p 5 - - -- - - - -- --- - - -- -- - -- -- -- - --- --- -- - .,,. RELOCATE HYD .; I I - -- ---- -- -- ---- --- -- - - -- ---- - ---- - - - SEE SHEET C-5 , ' DRIVE-IN DOORS AT ELEV. = 964,5 / LEDGE OF Z HYD ' - - DOCK 5 BITUMINOUS I 1 i , .�_ - ,--- __------ DOORS-- 4 962 s f ' i •1 ' I P I -a- I , 963 ". � Q �, �- OUTDOOR STORAGE: INSTALL 52 L.F. F i ' �' • � i Q� 12' CMP AT 0.3! SLOPE - _1 i k `, P.I.V. 963 \ g� w '------------- L_1_ INV. IN = 961,5 ' ,- 964 pp • A6 `6 5 6� g6 8'W INV. OUT = 961.5 , 964 PUBLIC CUL RT _--- ` _ NE I 2 BITUMINOUS DRIVE WIo ,�a9 L~`_` E BITUMINOUS963 w - \ \ t• 1 % , W —" — 50 FT. ROCK CONST. ENT mIU SV 2p 3 \`♦ \\\ \\\ q6 r _ 0,i ? 964 -..- '� 9 00 J INSTALL 2-165 L.F. OF z i i E-- BITUMINOUS --� — r 1 RCAP AT 0.4% SLOPE I } ` SURFACE INV. IN = 958.6 Q - �4 AUTO INV, OUT = 957.9 CENTER LINE OF SPUR 3 _ CONSTRUCT SWALE 0.4� SLOPr' , ` PUBLIC CULVERTS ' �' ' '\ I+ ( Z PARKING - CENTER SWALE ON OPERTY LINE IC -4 UI�E I — COSC PAD FOR (TANK \ 963 F _ .. �� v _ ���,�� + E -_ _ HYD ��x\\ N 89020'45" E G T T BY OWN R _ d, _ MATERIAL -SCREEN \ / \ J �! WET TAP EXIST 12' MAIN • EXIST, BIT -- 3f ( m - __ _ _ I o AND INSTALL 8' SERVICE LINE - 6•W 62 ` - - - 8' HIGH — ----� 8 7 7 ---- 962'4 962 \� Lj INSTALL 6 DIP LINE _ CONNECT TO EXIST. Lij l `.JNSTA DIP LINE \ 1 -- CHAIN LINK itYfl 2' TE A I / LL 6' ` AN V A D VALVE AND HYD ' � + FENCE � � SERVI � AND 6 961 ' 959 ' 7 \ 1 -- -- - T. TEE 959 1 ` 961 967 96 - --- --- 12 W -- i- - -- - V 958 `^ — CONSTRUCT SAN. MANHOLE S-2) 12'W —12'W EXIST. TEE ExlsT, 960 - --.— ��9 - 12"W 959 AND INSTALL 260 L.F. OF 8' PVC -- _ _ - -- - --' ` SAN. SEWER PIPE AT 0.4% OPE Aro' i"�, i'1 �` i (( r------ i 961 u� --_ _ 1 RIP 'RAP T.C. = 961.1 i ISk 'jS`4♦r`y-----------------------------------'----------- --- EXISTING PUBLIC\WA1fMAIN �- _ _'- I -------------------------------\` 960-_ W ------------------------------------ INV. 953.80 ill\\11'♦♦--r--r------- -� -- _ _ --- ----------------i-------------------------------------------------------- I1 II ♦ i L------ --------------------- -- �F.M' ---------------- _-_ i" \N' ♦ii i �------------------ ----------------------------------, --------------------------- — _ I 1 I ---------------63�----____-_------ -� - - 11 ------------------ ,r--- --_ 1 1 .------------- -961- - _ _ Iv' I i --50 FOOT ------------------------ ,r--------- ENTRANCE TO i' a I'i♦1��8 T. T BITUMINOUS DRIVE ` ♦ - _ _ l I // _g6p-- _ EXISTING 1 , 1 -L CONS ENT. l B UM ° ACIPCO SAN. M.H. i II I c i{q�{.l, aQ l �, "____ --I ------------------------------- 964 a RI TI 1AAIt\1111 IC r1R11/F -- --_. ---- -,_ �-CQNC. CURB - "'� {--___'-_-------=a"'^.'----------------------�`�": ----------------------------•. Inn---------------_ - \♦ `\ - �_ i 1 1 _,_ �i' '.>-'. i•cS -�„s Awu4°p+*�.. '� a „� � rlle&:r<•. ,�e- ..,n. "�4,... .w .- m w' is-t,a-. z_ _ y a z„ ,v„ =r, , . 'Z. ` Okp-• L '� x t o� t w. Cyt .i,.-'�.-�1E E> } kg t SCALE IN FEET 0 40 80 120 20 60 0 - DENOTES IRON MONUMENT BEARINGS ARE ASSUMED DATUM I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly licensed Professional Engineer and Land Surveyor under the laws of the State of Minnesota. Signature License No. 0TE 5 eY ,. . GRADING/DRAINAGE/UTILITY PLAN RECISIONS CITY OF LAKEVILLE COMMENTS PREPARED FOR: 3-15-99 CITY OF LAKEVILLE COMMENTS-------,------,----- 3-22-99 APPRO ENTRANCE REVISION APPRO Development, Inc. 4-06-99, WATER MAIN LOCATION 21535 Cedar Avenue -- -- � _---------- ------------ - -_ __---- Lakeville, M N 55044 -------------- ------ __— __.__— __� - -- ---- JACOBSON AIRLAKE DEVELOPMENT THIRD ADDITION ENGINEERS - SURVEYORS WAUSAU SUPPLY CO. P.O. BOX 541 LAKEVILLE, MN TEL, 469-4328 LAKEVILLE, MN 55044 PROJ. NO: 98115,21 CHECKED: GDJ SHEET NO, DRAWN: GDJ SCALE: AS SHOWN C-2 DATE: 1-29-99 FIELD BOOK: SCHOOL DIST, 194 NORTHWEST CORNER OF THE SW 1/4 OF SEC. 33 -T114 -R20 (C.I.M. IN PLACE) — EDNEY i DIST. I CO. rA, 1 I \ L. r \ f`\ LOT 1, BLOCK DARRAGH Lj MACHINE 4 > WORKS PINNACLE I h I n .1 1 T J ---E)—"—_ A —) I J 1 1,4 v v v I I\ I !-\ L. '-1 BL1 OCK 3 �C - ZONED 1-2 LOT 15 N 8901$21° E 1979.2-2--- 00 979.2 2- - - _ �\ IRFAI'F ACCORD 1 V L/ LOT 16 iv\v, / l.1 .. y :.. ;,.._ a �� w -'«y,• 4. :: '�e-€=�'r1 s. �,�. s ,.� ;y,7� 3,,p, a ,.,�.i r. -�rx -xe G� i _ .... .. •"` �.' 3,."=", �• .' ;."�-F :..3 taw c'�' fia ;.: vx ,,,.,.�.3�s 'E!2g. _ .. ....... ,_..� t.... �.. s. s" _�.:.... •. �..-,.. -•.'- .�,y`3,,..y.,.., . � 9 s; '1 '". s„%� -:rr .>r�",. �L� `;�-'�iiw", ,...'� a1 .. :��,.4{� . .::-. ,'$-."-:::+• .. a`` ,� ; _ _. x..� .. a ..-.'cie., x °3... �*-.. � ...;�,. �L„. ' .a• . i'`9' rd, �! h .�;'.` � �^ .s; /f`; .� 's�. � s.,,�p1� , f w,,,�{3c .r z ,i$:-� t:;`.a >'^':. +ry�;_,�'' Y�,*a..«�.�.k . +y �, `+.•e ?�' ` „��;. !L,' 'Y'' :5 tdl$-��."''"r���.!': `.Y'• l' ,,�y, "� ,, �'.; � ��- ;p yt �,, �#�"fi3t fi �.y '� s�'� rc�'a, i;�.: � � ���' � c *�.. °... VIKING •ACCOUSTICAL cnafNET COnCEPTS f­-� LJ. LOT 1 & 2 rl rl I T _ I e7 1 __b__L_ `L AIRLAKE LfNID�tTkAL PIAR�, SPCOND ADDITION _ LOT 3 --NORTH LINE OF THE SW 1/4 OF SEC. 33 T11 -R20 66 ZONED -1-1 , , E)_ r IA _ I DO 1 5TH' .,.' I f l — I I\ L_ L_ I Y Y L_ I v 0 / -- --Ln - - 95�-------- -- Tlo. 70 - ------ {21 ------ -- --_-- --- ---- q - -- - -------------- ---- ---------------------- -- ----------- cc H -Co ---- `�60- - ---- ----- --- _ .� �TF�E-€T iso - --------- 958-----_� __ - .__---, - fl-- fl 9- A-S�s A 80.00-6-- ------------- ----- �- g Q ---------©------ _ fl -- �g 'fl-�--fl p- - fl fl 7. ,- i �;. 1287.48 50 -- 150 652.05 - ; / \\ DESIGNATED ACCESS' p ?t 200 R=I'1374.1 s - , 4o 4 - ------ p 3°17' 05' ' J � SCALE ''J FE:T Lij CL\ I I C4 r' 4 5; i , tiea `,`\ ------- 'll 53.20-1 _n N 89020'45" E Lli h { LOT 1 959 F K) / LIJo` 956 ------!! II -�" I \ '-- - • DENOTES IRON PIFE MONUMENT FOUND _ !----------------- ------- ---- ` ' .- �' ,' ; DENOTES 1/2" X 14' IRON MONUMENT SET, /_` --- -----------------------958 I \- `\\\ -- _ `' , MARKED BY MINNESOTA LICENSE N0, 23189 fl \ - -- ----' ,!: - O 3 04 Lf) N, , , ------ _----= I-------------------- --` ;----------------_ - �' _ .----------------- `.\ THE WEST LINE Of THE SW1 i4 OF SECTION , ! 33, TOWNSHIP 114 NORTH, RANGE 20 WEST, _ ` W I 2 t .' \� i � I � T / NG IS ASSUMED 0 HAVE A BEARING OF S 00009'01* E 0 LO l , � DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS: w W `, '� �,'r \` ZONED 1- 2 s� `. 00 z ' ,-' _ � r' fl C5 r- 10 I-10 r _'�_ '"-_ X95'... `\\ IN \\ O I �\ _ ----- 39.3. +x59.48 <C Q O04 r F - _ J �' cP' ''N 89°20' 45` E , - 3� g _ 1 J L . _ — — — — _ — — — — 24,4 DRAINAGE ANq a S 2s� UTILITY EASEMENTi t C t _ —.-__ -- — — — — —- — �... -�-- d `L \ 1752.31 - 959; 3 6-24 z 40\ ', - '� O BEING 10 FEET IN MOTH AND ADJOINING SIDE LOT LINES, 0 ````\ � III .\ '-' - / ' ,r' `\ I I ; I I (� O 1 I _ J STREET LINES, AND REAR LOT LINES UNLESS OTHERWISE N ,,b ,— T96G / /,/ /' \\ J'r�, 1 Z +9959e i INDICATED ON THE PLAT. y \ _ :. A i Lij CL\ I I C4 r' 4 5; i , tiea `,`\ ------- 'll 53.20-1 _n N 89020'45" E Lli h { LOT 1 959 F K) / LIJo` 0 LO 0 _ 11 / ------ ) T REVIEW CA°rrI�s/PLA ZONED _1 _ ------------ I Lr; o PLAY, t'Pf�O REVISIONA Z A APPROVED SUBJECT 0 ARACHEO u f q>F 5,. .. rf l l—' ;fix /✓' ` \� \ _III ” R VI�vpq� ANDRES AL SIT i - •\ — TE 98 }981.38 `♦ ♦ \ , rL IN \\\1751.00 \ .. _ - — — — _ _ _ ____ — '', — — ` 0 � p ----- t�' -----------_. LOT ' 1 � 'ice `\ --- N $9°20' 45" E 1791.00 =�� •' ,; � \, r l aX558 51 - I aim 1 , r I I _ r LOCATION MAP NO SCALE C S A H N C S A H` N0. 70 (215TH „ STREET) SEC. 33 -T114 -R20 DAKOTA COUNTY, MINNESOTA IM1 ^ lam_�;� r- A A `�'� 1 �) f- '� I T� I I n r- I t\,41 \V?\ T n1,�tT ^ r- ,. `\moi_ ` T n, r1 I T I i1 / n t / �/ ,�!/!/ .� 1 _- 1 L_ IVi , f 1 \ L_ _. V �J L. L) L_ I \ I I\ f" L_ .. A A r— I IVI L_ IAV 1 I I f \ I 1 A ItD i� v SECT TO A ED NOT REVISIO ACIPCO --___-��) tit ( 1 ,Ii R 1 REVI AS _ TED AN ESU MIT ' ! D IN IN ' ZONED 1- 2 ' �,.. „� CITY OF \ r 11 I I1 'it /,,/;... ,I 1 ,' - +a. � \� IJ i r �! 1 / �' � n'r• :r'° 1 11 I' 1 I I d `r t / � \\ � I -' r' . / �•: .��' 1, I 1 r PRELIMINARY PLA1' -------------------------------------- ----------------' ----------- '- t l '', �iis.- "" —� -s=------------------ - --- -- - --- - —_ _'._ �- _ �-; - s -��' i --- _•,�.�- a � ,j -' _ _ PREPARED FOR: - - -_-'------------`----- --__------- _ TT ac'_ -=a._ _vc�.-sem- •---arae �_-. _ mss- - ... -_-..-_.-.-- _-•--_-----.-_-_.-_ - _ - _ -------. tl -- - 1J _ - - - _- --`.- --- _ M.` _ - ��,,�,,�r W - -- - - — ---'----------------- --- --- -- ----- - � ,�- -- ----.�--_- -�- Development Inc. -- _ .. -- --- - - --- - ----- ---- _... - --___- -- - , is 'r-��, r , r - 21535 Cedar Avenue Description of Parcel to be .:Matted: All that part of the SW 1/4 of Section 33, Township 114, Range 20, Dakota County, Minnesota, lying westerly of AIRLAKE INDUSTRIAL PARK 1ST ADDITION, Dakota County, Minnesota, according to the recorded plat thereof, and lying northerly of EMPIRE BUILDER INVESTMENTS FIRST ADDITION, Dakota County, Minnesota, according to the recorded plat thereof. ENGINEER/SURVEYOR: GRANT D. JACOBSON, P.E., P.L.S. MN LICENSE NO. 23189 DEVELOPER: APPRO DEVELOPMENT, INC. CONTACT - JIM CONNELLY AREA OF PARCEL TO BE PLATTED = 2,344,038 S0, FT. AREA OF LOT 1 = 875,825 SO. FT. AREA OF OUTLOT A = 1,250,603 SO. FT. AREA OF RIGHT—OF—WAY DEDICATED = 217,610 SO, FT. Lakeville, MN 55044 JACOBSON ENGINEERS " SURVEYORS P.O. BOX 541 TEL. 469-4328 LAKEVILLE, MN 55044 PROD. NO: 98115.21 CHECKED: GDJ DRAWN: GDJ SCALE. AS SHOWN DATE` '-29-99 FIE'_D BOOK: f I hereby certify tnat this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly licensed Professional Engineer and Land Surveyor under thhh laws of the Stat�f Minnesota. / Li nse No. Z --2, % S 9 Dote REVISIONS 3-16-991 PER CITY OF LAKEVILLE COMMENTS t-- AIRLAKE DEVELOPMENT THIRD ADDITION WAUSAU SUPPLY CO. LAKEVILLE, MN SHEET NO. C 1 79? -lip A 1*0 0,41 No N 89020'45" E qx-�A� A M 10M Rk 17 5 2.� 3 1"i Al .......... -961 962 DRAINAGE, A ,ND 244.88 UTILITY Efi�Sff!`JIENT T, , b PROPOSED BITUMINOUS DRIVE -C CONSTRUCT SILT FENCE _-7- 964 963- 0 96 400�O ONCRETE 200.0 STOOP (3) --20- PLACE ADDITIONAL CLASS 11 61 W RIP -RAP AT POND INLET SCALE IN FEET CID 40 80 120 cn Lj I f < RIP-RAP_j (D 20 60 Ll > z Lj < 41W PROPOSED $W 0^ - 1 0 DENOTES IRON MONUMENT M z INSTALL HYDRANT AND VALVE 0 ADDITION AND 86� L.F. OF 6' DIP z F z BEARINGS ARE ASSUMED DATUM BENCHMARK A r--, r\ 17-! r-\ N i 6 FD CN EXISTING F.F. 964.5 F. F: 964�5 "t 1-N L_/ LJ 1 1 1 N < 0 a- INSTALL 3 PIPE BO:LL:A�RDS > CL Qb1Y U_ L E (3 E N D: INSTALL HYDRANT, VALVE, ANDJ-_-, 20 L.F� OF 6* WATER SERVI .2EL CEJ C):�- CD PROPOSED BIT, 0 REMOVE EXISTING BITUMINOUS CUL-DE-SAC INSTALL HYDRANT. VALVE. AND LC) AND REPLACE AS NECESSARY 20 L.F. OF 6' WATER SERVICE I =tNSTALL 3 PIPE BOLLARDS 8' WATER RISER PROPOSED HIGHPOINT SPOT ELEVATION OLLARDS =INSTALL 3 PIPE B + PROPOSED 2V WIDE BITUMINOUS DRIVE 8.W 1W :AD PROPOSED CONCRETE PAD 8"W 8 8 8,W - 8'W ---_------------- --------- ...... ------------ ------------------------ ------ -E- >('S -TNIS- - E ErG-E 0 F� --- --- ----------- EXISTING SPOT ELEVATION BITLJIMINOUS INSTALL P,I,V. AND 2 PIPE 958 BOLLARDS TO PROIECT PROPOSED BITUMINOUS CUTTING PLACE* IVATE N VALVE* SIGN VALVE LOCATION REMOVE EXISTING BITUMINOUS, NEW GRAVEL DIRECTION OF SURFACE WATER FLOW CONSTRUCT CONCRETE PAD, AND REPLACE BITUMINOUS AS REQUIRED. SURFACE STORAGE YARD —8 W WATER MAIN z WET -TAP EXISTING 12 WATER LLJ MAIN AND INSTALL 458 L,F. CIO 0 -2 ZONE I OF 8' WATER SERVICE 6"S— SANITARY SEWER LINE 0 CONSTRUCT SILT FENCE _N� OF ----20.00 FOOT WiDE PRIVATE EDGE OF ---_j NEW GRAVEL /BITUMINOUS RAIL SPUR EASEMENT SURFACE STORAGE YARD PLACE "PRIVATE VALVE" SJGN, AT VALVE L Li _99&nONJ WATER PLACE ADDITIONAL LASS 11 Li __�WET-TAP EXISTING 12* T T� A RIP -RAP AT P INLET MAIN AND INSTALL 520 L.F. H Yr, �8WATER SERVICE '_j ht-eby certify that this plan, specification, r 12;'W C, ect supervision and that I am a duly 12"w 12 'h -z� Insed Professional Engineer and Land 2 'W EXIST, 1E Sk veyor . ier the lows of the State of MI, )e3ota. '—RIP-RAI1 VAI VE 1751.00 Tk A:�, E R L Sigt � ure N 89020'45" E icenst No, Do WMI,177�, ROVED ........... . N0TES: W M REVISIONS 0. 5"R PROPEX "SILT STOP" FABRiC OR GRADING/DRAINAGE/UTUT"( PLAN - 1) UTILITIES SHOWN ARE APPROXIMATE. CALL EQUAL -FASTEN TO STAKES 3_1 _00, PER APPRO _DE.VELOP,MENT_, GOPHER STATE ONE CALL AT 454-0002 PRIOR PREPARED FOR: 4-.' J - 00 PER CITY OF LAKEVILLE ENGINEERING COMMENTS - 3 2"x2"x4' WOOD TO EXCAVATION. YR _3"R 6- STAKES @4' O.C.--- -LOPE 0.75" PER FOOT 10' MIN APPRO Development, ln�l 2) ARROWS SHOW DIRECTION OF SURFACE WATER RUNOFF. SEE GEOTECHNICAL REPORT FOR SOIL 0, 5"R 21535 Cedar Avem. CORRECTION REQUIREMENTS, Xl�TING GRADE-� 7" BACKRLt 1.5" BITUMINOUS WEARING COURSE, Mn/DOT SPEC 2341. 7,5" Lakeville, MN 5� �T_ 3) REPAIR AND PATCH BITUMINOUS UPON UTILITY PLACEMENT 7, BUR,�L BO AND AREAS OF CONSTRUCTION AS REQUIRED. — 1.5" BITUMINOUS BASE COURSE. Mn/DOT SPEC 2331. I -FABRIC TTOM 6" OF JACOBSO'.1 4), ALL DISTURBED AREAS SHALL HAVE SEED MIXTURE NO. 50A (5" CARS) (7" HEAVY DUTY TRUCKS) - AGGREGATE BASE, LOT 1, BLOCK 1 CLASS 5 Mn/DOT, SPEC 2211, 100% CRUSHED. 12" ENGINEERS SLJRVEY0' PLACED AT A TARGET RATE OF 75 POUNDS PER ACRE, MULCH PROPOSED ENABAN0,4::__N1­j WA� ISAU SUPPLY CO. T PLACE ON PREPARED SUBGRADE, Mn/DOT SPEC 2112. SHALL BE PLACED AT A 4ARGET RATE OF 2 TONS PER ACRE. TEL. 469-4328 LAKEVILLE, MN 55044 LAKEVILLE, MN 5) RESTORE DITCH TO PRECONSTRUCTION CONDITIONS. ASPHALT B612 CURB & GUTTER SILT FENCE DETAIL PROJ. NO: 200017,21 CHECKED: SHEETNO. PAVEMENT SECTION NOT 1-0 SCALE NOT TOSCALE DRAWN SWL SCALE: AS F NOT TO SCALE C-2 DA7Ft Fl�,LD BOOK: :,IAMWIAMIN,� , , 1111111ft "NEW ATJNVJ91WA003WI1WIM%,IiIL