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HomeMy WebLinkAbout2000-civil plansBASIN TC=980.27 SEE SHEET C-3 FOR PAVEMENT DETAIL °'�CD c 00-n END 8618 CURB— AND GUTTER W `' II V PLAY SCULPTURE OU TLOT A `' o LOT 2 (MINIMUM FUTURE PAD ELr-V.=979.5) ^ 00 co X01 I !! Il M O O �? 00 VERIFY CONC. WALK PROPOSED HORIZON LOCATION LAYCrOUND EQUIPWE"T SUPPLIER CHILD CAK F.F. = 981.00 v 10,202 SO. FT. PRESCHOOL do SCHOOL AGE PLAYGROUND Lj C NSTR CT CONCRETE APRON g LPC) '/A105 2 g 980 980 `9� 7_M 4 / / BITUMINOUS DRIVE MH BITUMINOUS PARKING LP > B MH / 75 I k rn o aj p�4 b \ 979'"'-------__ CB MH LP "` 97g LP �I ; { �9 LP B MH 30° ST >>9178 C $. gam/ 0 223.16-- CONSTRUCT SILT FENCE S 00 17 49" E STUB AT PROPERTY LINE 233.93 �^ Q S 0001714 `I E v � co = HOUSE 40 z rr CONSTRUCT SILT FENCE—, !/ M - N co !! co �f .� LOT 1 } GAR. I (MINIMUM FUTURE PAD ELEV.=979.5) N 0304625" E f► I 14.79 ASH TREES TO ; BE REMOVED (3) / / 100 00 , 40 - 40' } ! 0 7`4 w INSTALL 6 FOOT HIGH SPRUCE TREES (15) ,�� , f ON BITUMINOUS — 20 FOOT ON CENTERGARAGE _ ( I ) ---- - PARKING, -,. ( - ' I wOQD w --- -__ ,^ L J 0 I FEN�E co V) Co i TRASH C' , `�" ENCL.(CO W CO CRE I 811IUMINQUS I / P .TIO , PARKING — j BIJILDING _ O - k<` ! 11.01 � I _ j o (V r In WALK --_ BITUMINOUS PARKING 06 m — tO E0 0 LvJ CO Cy _,. I --- -- - G 00 Lo, A -I V) C14 cfl.I to Nico o 00 011 N ,,56 00 Z ,� Q BUILDING W I n - -, l- ASH TREES TO 2J.0 a BITUMINOUS BE REMOVED , --, PARKING CONE. WALK - c,+r6 - BENCHMARK - T.N.H. ELEVATION = 983.37 CONSTRUCT SILT FENCE REMOVE EXISTING CONCRETE APRON AND REPLACE WITH CONCRETE CURB AND GUTTER TO MATCH EXISTING a ADJACENT TO DRIVE. 'r I O CONC. rn �_2 APRON 0 f SANITARY SEWER LINE i STORM SEWER LINE W WATER LINE E „ S 00057'115 E . U) CONSTRUCT (2) PERMANENT BARRICADES U. s. C. LUMBER LIGHT POLE PP POWER POLE 1012.55 CATCH BASIN N 89056'52" W HAY BALE EROSION CONTROL 5 In END PAVEMENT 10 FEET -- 23.04 R CURB c,0 _ PROPOSED SPOT ELEVATION CD C14 FROM PROPERTY LINE / Ln 0 or report was prepared by me or under my direct supervision and that I am a duly (N licensed Professional Engineer and Land W"_3 980 � Uj BO. PLUG END OF PIPE INV.=974.75 513 1 - — -- -_ Date _ z -- _ V' 4 1 ;��' 4 N _-.. 1 f � i EL E _ i 9 $ 6 FOOT .-HGH TODDLE -� CHAN LINK FENCE PLAYGROUR ND 1 BO 1 'CAB i �$�' TEMPORARY TURN AROUND �.� 9 �Y SCULP E� © B0, SEE SHEET C-3 FOR PAVEMENT DETAIL °'�CD c 00-n END 8618 CURB— AND GUTTER W `' II V PLAY SCULPTURE OU TLOT A `' o LOT 2 (MINIMUM FUTURE PAD ELr-V.=979.5) ^ 00 co X01 I !! Il M O O �? 00 VERIFY CONC. WALK PROPOSED HORIZON LOCATION LAYCrOUND EQUIPWE"T SUPPLIER CHILD CAK F.F. = 981.00 v 10,202 SO. FT. PRESCHOOL do SCHOOL AGE PLAYGROUND Lj C NSTR CT CONCRETE APRON g LPC) '/A105 2 g 980 980 `9� 7_M 4 / / BITUMINOUS DRIVE MH BITUMINOUS PARKING LP > B MH / 75 I k rn o aj p�4 b \ 979'"'-------__ CB MH LP "` 97g LP �I ; { �9 LP B MH 30° ST >>9178 C $. gam/ 0 223.16-- CONSTRUCT SILT FENCE S 00 17 49" E STUB AT PROPERTY LINE 233.93 �^ Q S 0001714 `I E v � co = HOUSE 40 z rr CONSTRUCT SILT FENCE—, !/ M - N co !! co �f .� LOT 1 } GAR. I (MINIMUM FUTURE PAD ELEV.=979.5) N 0304625" E f► I 14.79 ASH TREES TO ; BE REMOVED (3) / / 100 00 , 40 - 40' } ! 0 7`4 w INSTALL 6 FOOT HIGH SPRUCE TREES (15) ,�� , f ON BITUMINOUS — 20 FOOT ON CENTERGARAGE _ ( I ) ---- - PARKING, -,. ( - ' I wOQD w --- -__ ,^ L J 0 I FEN�E co V) Co i TRASH C' , `�" ENCL.(CO W CO CRE I 811IUMINQUS I / P .TIO , PARKING — j BIJILDING _ O - k<` ! 11.01 � I _ j o (V r In WALK --_ BITUMINOUS PARKING 06 m — tO E0 0 LvJ CO Cy _,. I --- -- - G 00 Lo, A -I V) C14 cfl.I to Nico o 00 011 N ,,56 00 Z ,� Q BUILDING W I n - -, l- ASH TREES TO 2J.0 a BITUMINOUS BE REMOVED , --, PARKING CONE. WALK - c,+r6 - BENCHMARK - T.N.H. ELEVATION = 983.37 CONSTRUCT SILT FENCE REMOVE EXISTING CONCRETE APRON AND REPLACE WITH CONCRETE CURB AND GUTTER TO MATCH EXISTING a ADJACENT TO DRIVE. 'r I O CONC. rn �_2 APRON 0 f SEE S '�`0.--3 ;� �,�,�'�= PROi OF ST0 SSE R _ PIPING , T IBERI A r_1\ 161 a �`l -I Ar C . ST- _ 163.59 �v o i C5 b — CB S 00017'49a E CONSTRUCT TEMPORARY IBERIA AVE. IBERIA AVE. U^ ROCK CONSTRUCTION ENTRANCE REMOVE CURB & GUTTER AND MATCH T CR EXISTING BITUMINOUS 163.59 233.70 M r- H 0 r; Z CV 0 0 MH V �✓ 0 a` EXISTING -IN WSANITARY MH r, _i'3 CP' EXISTING , I TORM- MH �_EXISF. ST RM SEWER PIPE INV = 972.31(FIELDVERIFY) '— HAY BA E I EROSION CCINTRCL '>--24'S T>i-- 24°ST----� --- O S 00017149" E S 00017'49" E V bi 0A1 NORTH SCALE IN FEET 0 30 60 90 15 45 0 - DENOTES IRON MONUMENT BEARINGS ARE ASSUMED DATUM NOTES: 1) UTILITIES SHOWN ARE APPROXIMATE LOCATION, CALL GOPHER STATE ONE CALL AT 454-0002 PRIOR TO EXCAVATION. 2) BENCHMARK - TOP NUT HYDRANT AT NW CORNER OF SITE ELEVATION = 983.37 3) INSTALL SILT FENCE AS SHOWN PRIOR TO EXCAVATION. 4) SEE SOILS REPORT FOR SOIL INVESTIGATION. 5) ALL DISTURBED AREAS SHALL HAVE SEED MIXTURE NO, 50A PLACED AT THE RATE OF 75 POUNDS PER ACRE. MULCH SHALL BE PLACED AT A TARGET RATE OF 2 TONS PER ACRE. 6) CONSTRUCT 50 FOOT TEMPORARY CONSTRUCTION ENTRANCE OFF OF IBERIA AVENUE AS SHOWN. 7) INSTALL 36 INCHES OF SOD AT BACK OF B6-18 CURB. 8) INSTALL HAY BALE EROSION CONTROL AT PERIMETER OF CATCH BASINS. 9) SEE SHEET C-3 FOR ROAD PLAN & PROFILE. 10) SEE SHEET C-4 FOR UTILITY PLAN. DEVELOPER: MR. ROGER GILB 20315 IBERIA AVENUE LAKEVILLE, MN 55044 ENGINEER/SURVEYOR: GRANT D. JACOBSON JACOBSON ENGINEERS & SURVEYORS 8500 210TH STREET WEST SUITE 150 LAKEVILLE, MN 55044 LEGEND S SANITARY SEWER LINE ST STORM SEWER LINE W WATER LINE E BURIED ELECTRICAL LINE . U) LLJ LP LIGHT POLE PP POWER POLE (0 CATCH BASIN g MANHOLE 5 In EXISTING SPOT ELEVATION L R CURB c,0 _ PROPOSED SPOT ELEVATION CD C14 SILT FENCE Ln 0 or report was prepared by me or under my direct supervision and that I am a duly (N licensed Professional Engineer and Land W"_3 z � Uj 0)C) �-�. !/ J Sign aQure, _ 00 Date _ z SEE S '�`0.--3 ;� �,�,�'�= PROi OF ST0 SSE R _ PIPING , T IBERI A r_1\ 161 a �`l -I Ar C . ST- _ 163.59 �v o i C5 b — CB S 00017'49a E CONSTRUCT TEMPORARY IBERIA AVE. IBERIA AVE. U^ ROCK CONSTRUCTION ENTRANCE REMOVE CURB & GUTTER AND MATCH T CR EXISTING BITUMINOUS 163.59 233.70 M r- H 0 r; Z CV 0 0 MH V �✓ 0 a` EXISTING -IN WSANITARY MH r, _i'3 CP' EXISTING , I TORM- MH �_EXISF. ST RM SEWER PIPE INV = 972.31(FIELDVERIFY) '— HAY BA E I EROSION CCINTRCL '>--24'S T>i-- 24°ST----� --- O S 00017149" E S 00017'49" E V bi 0A1 NORTH SCALE IN FEET 0 30 60 90 15 45 0 - DENOTES IRON MONUMENT BEARINGS ARE ASSUMED DATUM NOTES: 1) UTILITIES SHOWN ARE APPROXIMATE LOCATION, CALL GOPHER STATE ONE CALL AT 454-0002 PRIOR TO EXCAVATION. 2) BENCHMARK - TOP NUT HYDRANT AT NW CORNER OF SITE ELEVATION = 983.37 3) INSTALL SILT FENCE AS SHOWN PRIOR TO EXCAVATION. 4) SEE SOILS REPORT FOR SOIL INVESTIGATION. 5) ALL DISTURBED AREAS SHALL HAVE SEED MIXTURE NO, 50A PLACED AT THE RATE OF 75 POUNDS PER ACRE. MULCH SHALL BE PLACED AT A TARGET RATE OF 2 TONS PER ACRE. 6) CONSTRUCT 50 FOOT TEMPORARY CONSTRUCTION ENTRANCE OFF OF IBERIA AVENUE AS SHOWN. 7) INSTALL 36 INCHES OF SOD AT BACK OF B6-18 CURB. 8) INSTALL HAY BALE EROSION CONTROL AT PERIMETER OF CATCH BASINS. 9) SEE SHEET C-3 FOR ROAD PLAN & PROFILE. 10) SEE SHEET C-4 FOR UTILITY PLAN. DEVELOPER: MR. ROGER GILB 20315 IBERIA AVENUE LAKEVILLE, MN 55044 ENGINEER/SURVEYOR: GRANT D. JACOBSON JACOBSON ENGINEERS & SURVEYORS 8500 210TH STREET WEST SUITE 150 LAKEVILLE, MN 55044 LEGEND S SANITARY SEWER LINE ST STORM SEWER LINE W WATER LINE E BURIED ELECTRICAL LINE G GAS LINE LP LIGHT POLE PP POWER POLE CB CATCH BASIN MH MANHOLE 5 EXISTING SPOT ELEVATION kg1.0$ g�$$5 PROPOSED SPOT ELEVATION SILT FENCE 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 laws of the tate of Minnesota. �-�. !/ J Sign aQure, License No. Z_4w Date GRADING AND DRAINAGE PLAN PREPARED FOR: Mr. Roger Gilb 20315 Iberia Avenue Lakeville, MN 55044 JACOBSON ENGINEERS - SURVEYORS P.O. BOX 541 TEL. 469-4328 LAKEVILLE, MN 55044 FAX, 469-4624 PROD NO: 99058.21 CHECKED: GDJ DRAWN: GDJ SCALE: AS SHOWN DATE: 1-21-00 FIELD BOOK. REVISIONS 2-3 00 +PER CITY OF LAKEVILLE 2-23-00PER CITY OF LAKEVILLE GILB FITZPATRICK ADDITION LAKEVILLE, MN SHEET NO. SQ. FT. DEED 1012.22 _ _J --- BEEHIVE CATCH L--t---,r---- 0 5 " W U. B. C. LUMBER BASIN TC=980. 7 S 0005 % 1J E N 89 56 2 END PAVEMENT 10 FEET- 23, 04 V 1 1012. v 8 FROM PROPERTY LINE 80 p. — 34 Y -- g0 22.34 9�d CONSTRUCT SILT FENCE 6 - 1, g - -yB O In E _ --- - - - _ X 9gp r r TODDLERi o 9 { �(j T PLAYGROUNDRY sCULPtt E r � -----f F00 HIGH _ --r-� o B Co CHAIN LINK FENCE W (i7 r ;.? % _111Z, vii ` z �I r - �LOT2 n ' 1-11 � .��' oNc. w PLAY SCULPTURE w APRO ,' "? _ EA — 68, 351 SQ FT. =- - M ` Ln on o .Q -...t J 01, VERIFY CONC., WALK LOCATION W/PLAYGROUND EQUIPTMENT' SUPPLIER LEGEND NEW HORIZON CHILD CARE DENOTES ^� l„J S W i0 Ln STORM SEWER LINE W N WATER LINE I `� o In W DENOTES GAS LINE L.P - 10.202 so. FT. _ o 00 00o _ ry.. - PRESCHOOL. SCHOOL AGE SC F.F. = 981.00AGE � �} � 00 ® Q PLAYGROUND z 0 IIILijn o CC 00 Cr = N 00 CONSTRUCT CURB INLET CATCH $1 �? Q ;. C f �� �= l BASIN AND INSTALL 40 L.F. �7 OF 27" RCP PIPE AND CAP. - - // p. z LP T.C. = 977.17 0Q g� ��'.- VA INV. = 97117 o,% Q / 980 3 v: 980 U1 �� co SAN. MH PARKING FOR 42 cans - - U - - - LP $'S PIPE INV=973.2 PROPOSED - � ,� 5't d SAN. `MH CAPPED 8+, W o ��, r 8't W _ w 1 C. B. �7 9 9 973 > 33 ---30" ST i> - a � Y _ V=03`32 g - - — -- +�SILT FENCE AT EY\IST. S R SEWEP,- %� 223. 1 6 PROPERTY LINE 233.93 PIPS fNV =9 z.31 �10a / 0��^ S 00017'49 E II � 61 S �0 ° 17 49 E NORTH SCALE IN FEET 0 30 60 90 15 45 0 - DENOTES IRON MONUMENT BEARINGS ARE ASSUMED DATUM NOTES: 1) UTILITIES SHOWN ARE APPROXIMATE LOCATION, CALL GOPHER STATE ONE CALL AT 454-0002 PRIOR TO EXCAVATION. 2) BENCHMARK - TOP NUT HYDRANT ELEVATION = XXX.XX 3) INSTALL SILT FENCE AS SHOWN PRIOR TO EXCAVATION. 4) SEE SOIL REPORT FOR SOIL INVESTIGATION. V / - C]B INV 973.20 o /\' i O CONSTRUCT CURB INLET CATCH j ; BASIN ANE? 'INSTALL 130 L.F. OF 0EED=233.70 30 RCP PIPE.DEVELOPER: ROGER GILB T.C. = 978.40 I HOUSE CONSTRUCT CURB INLET CATCH INV. = 972.83 BASIN AND INSTALL 40 L.F. CONSTRUCT CURBy INLET CAT H -� - OF 27" RCP PIPE. BASIN AND INSTA�t--22g-t: ENGINEER1SURVEYOR: GRANT D. JACOBSON T.C. = 977.17 OF 30 " RCP PIPE. CONSTRUCT BEE H Ive CATCH BASIN JACOBSON ENGINEERS & SURVEYORS o INV. = 973.09 T.C. 978.59 AT END OF EXIST 33"" R.C.P. AND INSTALL CONSTRUCT SILT FENCE--- _ 1 // Ci - I INV. = 972 w -_ ____. 40 L.F. OF 30"RC.P PIPE Su00 210THITE STREET WEST LOT 1 + z T.C. = 978.50 � INV. = 972.31 (VERIFY) AREA = 60, 611 SQ. FT. GAS. -1 � NW 1/4 SEC. 29 F VA 4 91VV0 1` - r_ 22. I BITUMINOUS Ln Q N GARAGE PARKING I ,�� Q I N •CN O 22 w� i (� — I I 21,750 S O. FT.FENCE __ - I rn M i 00 „ CRASH CO LLJ CONCRE Bl1 MINQUS _ ENCL PATI P RKINI13 - BUILDINGry I Z 0 W°� -� _ y - BITUMINOUS �) PARKING - I • _ M Ln4 LC) o CO00N NI` 0o noau 611(ic ! � / Q rn � ��, - BITUMINOUS 41.0 PARKING N I CONC. WALK 0 i a rn .r L o -- �' o S 00017'49 E '� o I B E R I A AVE. S 00017'49" E 0 FCONSKTRUCTCONSTRUCTIONA RY ENTRANCE 0 233.70 S 00017'49" E w', 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. Date SITE LAYOUT AND GRADING PLAN LEGEND Lr) DENOTES � S w DENOTES STORM SEWER LINE W N WATER LINE N o In G DENOTES GAS LINE L.P q) LIGHT POLE _Ln -A- 00 00o z 00 I z 0 IIILijn 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. Date SITE LAYOUT AND GRADING PLAN LEGEND DENOTES SANITARY SEWER LINE S ST DENOTES STORM SEWER LINE W DENOTES WATER LINE E DENOTES BURIED ELECTRICAL LINE G DENOTES GAS LINE L.P DENOTES LIGHT POLE P.P. DENOTES POWER POLE 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. Date SITE LAYOUT AND GRADING PLAN REVISIONS FREPARED FOR: Realty House —_ Attn: Mr. Dave Johnson 5120 Edina Industrial Blvd. Minneapolis, MN 55439 JACOBSON ENGINEERS SURVEYORS GILB DEVELOPMENT P,O, Bax 541 LAKEVILLE, MIN TEL. 469-4328 LAKEVILLE, MN 55044 FAX. 469-4624 PROD, NO: 99058.21 CHECKED: GDJ SHEET NO. 3 DRAWN: GDJ SCALE: AS SHOWN DATE: 11-09-99 FIELD BOOK: A I' BAS!N TC=980.27 INSTALL HYDRANT, , X�"X6"- CONSTRUCT (2) ' S 00°57 15 E 6" GATE VALVE AND PERMANENT BARRICADES U. B. C. (UMBER ! 1012.58 PLUG TEE FOR FUTURE - N 89056`52" W 23.04 PLUG END OF PIPE -',0-1+-y--+ _ IN V. = 9 74.75- 4 40 _ _ Y_ __ ._ _1 ____ __ _ SEE SHEET C-3 Oh WATER MAIN PRO ILS x TEMPORARY TURN AROUND ------ SEE SHEET C-3 FOR PAVEMENT DETAIL j 00 I �a I END 6618 CURB V i ANI) GUTTFR OU TLOT A (MINIMUM FUTURE PAD ELEV.=979.5) PLAY SCULPTURE J C> ' \ 00 �C) ^7 . CO VERIFY CONC. WALK LOCATION W/PLAYGROUND EQUIPTMENT SUPPLIER PRESCHOOL & SCHOOL AGE PLAYGROUND / CO or7 CONSTRUCT CURB INLET CATCH BASIN / MANHOLE WITH 3' SUMP. BULKHEAD -,' U SOUTH SIDE OF MANHOLE FOR FUTURE.TRASH L 11 ----- -- r,NSTRUCT CONCRETE APRON LP INSTALL 164 L.F. OF 12 RCP Al 0.20-1 - SLOPE AND PLUG END. T.C. = 977.17 PIPE INV.(27") = 973.17 (NORTH) PIPE INV.(12") = 974.42 (WEST) 84 PLUG TIED BACK MINIMUM 40' AND CONCRETE THRUST BLOCKING N 03046'25" E - 14.79 0 N L0 0) o' .° B�MH 8. W111 sr o� 4" ./ - _. .. .9_ i__. .- -- I - .. CONCR PATI __. H YDy= 319 9 - ELE C. 6 FOOT HIGH BO E- TODDL£R ' CHAIN LINK FENCE PLAYI'iROUND ❑ CABLE PLAY SCULPTURE,, 1/ I B C X VALVE �) tO BITUMINOUS DRIVE INSTALL HYD. MH BITUMINOUS VALVE, & 5' LEAD a 25 HYD.,& CB MH LP A LP � I 1 BENCHMARK - T.N.H. ELEVATION = 983.37 �. a NORTH REMOVE EXISTING CONCRETE APRON AND REPLACE WITH CONCRETE CURB SCALE IN FEET AND GUTTER TO MATCH EXISTING ADJACENT TO DRIVE. 0 30 60 90 CB`MH 30 ST » 223.16 G - 0 7' ST CAPPED PLU S 00 1 49 E X16 G PIPE INV=974.50 d 15 L.F. OF 1' RCP 154.60 i> L- r !1 31, CORE DRILL 0 ELEV. = 970.36 (FIELD VERIFY) _ ; ` ' , T.C. = 979.91 / EXISTING -CONC. AVENUE AS SHOWN. INSTALL HAY BALE EROSION CONTROL AT PERIMETER OF CATCH BASINS. INSTALL HYD. CB VALE, & 5' H LEAD 233 93 - - 33 CP STORM - MH 4 SEE SHEET C-5 FOR UTILITY PLAN AND PROFILE. tAPRON � cxooi714§11 E REMOVE EXISTING STORM SEWER 00 © WET TAP EXISTING 12" \' WATER MAIN AND 15 45 SEE SHEET C-2 FOR GRADING AND DRAINAGE PLAN. _ MANHOLE AND P.V.C. PIPE V) j o NI 00 m « ST T.C. = 974.64 �_ ___� ",dH 00 LOT 2 = 972.31 {F INV. = 971.82 JACOBSON ENGINEERS &SURVEYORS N O n I-_ SUMP = 969.82 CB REMOVE EXISTING CATCH BASIN p z PROPOSED BUILDING HORIZON I AND R.C.P. PIPE. CONSTRUCT I W 4 w_. GUTTER_ AND MATCH Y , CONSTRUCT SHALLOW CATCH O DENOTES IRON MONUMENT Pr)BAIN CHILD CARE f Uj Z AND INSTALL 26 L.F. N _ __ EXIST. 12' PVC NORTH) TO BEARINGS ARE ASSUMED DATUM INV. OUT = 971.80 (FIELD VERIFY) F.F. = 981.00 In Ln(O _ - T.C. = 974.82 INV. OUT = 971.99 ( 10,202 SO. FT. { � I CURB (0 BITUMINOUS SUMP = 969.87 CONC. WALK --^- PARKING ( I 0 }- F-- �j 0 00 Q w O O Z S' r N 00 - - -, Ur U) Z I NOTES: ,�- A �.. CONSTRUCT SANITARY SEWER l F..- Z Z MANHOLE AND INSTALL 210 L.F. OF 8 P.V.0 0 0.40% SLOPE 1) UTILITIES GOPHER SHOWN ARE APPROXIMATE LOCATION, CALL STATE ONE CALL AT 454-0002 PRIOR TO EXCAVATION. N I _ -0 T.C. = 979.25 = 970.50 _ _ONCqINV. 2) BENCHMARK - TOP NUT HYDRANT AT NW CORNER OF SITE PA NG LP MH - U ELEVATION = 983.37 _8" %J CONNECT TO EXISTING 3) SEE SOIL REPORT FOR SOIL INVESTIGATION. N 0 HYD. �. --_._ SANITARY SEWER MANH, _.E AND MH '---- IAR SANITY MH AND INSTALL 35 L.F. OF 8" P.V.0 ® 0.40% SLOPE 4) CONSTRUCT 50 FOOT TEMPORARY CONSTRUCTION ENTRANCE OFF OF IBERIA W LP LP CB MH CB`MH 30 ST » 223.16 G - 0 7' ST CAPPED PLU S 00 1 49 E X16 G PIPE INV=974.50 d 15 L.F. OF 1' RCP 154.60 i> L- r !1 31, CORE DRILL 0 ELEV. = 970.36 (FIELD VERIFY) _ ; ` ' , T.C. = 979.91 / EXISTING 5) AVENUE AS SHOWN. INSTALL HAY BALE EROSION CONTROL AT PERIMETER OF CATCH BASINS. INSTALL HYD. CB VALE, & 5' H LEAD 233 93 - - 33 CP STORM - MH 6) SEE SHEET C-5 FOR UTILITY PLAN AND PROFILE. ------ Si � cxooi714§11 E REMOVE EXISTING STORM SEWER 00 © WET TAP EXISTING 12" \' WATER MAIN AND 7) SEE SHEET C-2 FOR GRADING AND DRAINAGE PLAN. r / CONSTRUCT SANITARY �. �j SEWER MANHOLE CONSTRUCT CURB INLET CATCH CONSTRUCT CURB INLET CATCH BASIN WITH 3' SUMP BASIN AND INSTALL 130 L.F. OF ---- AND INSTALL 40 L.F. OF - -- 30" RCP PIPE AT 0.2% SLOPE. 27" RCP PIPE AT 0.2% SLOPE. T.C. = 978.40 T.C. = 977.17 INV. = 972.83 PIPE INV, = 973.09 INV. (12 LOT (MINIMUM FUTURE PAD ELEV.=979.5) 1 i 100.00 r. i BITUMINOUS GARAGE ` PARKING i WojIo FENFE TRASH ENCL BIIUMINdUS .(C ff - - 1 PARKINC m CONC. l WALK `� -- BITUMINOUS F\ "" '--- I L- r !1 L/ I 1 Lakeville, MN 55044 PARKING LO W ' 00I AND R.C.P PIPE. CONSTRUCT CURB INLET SUMP CATCH - - N �I END OF EXIS N 4 MH 'WIPING �T IBERI AVE. REMOVE EXISTING STORM SEWER 00 © r j i ' x W.V. _ MANHOLE AND P.V.C. PIPE V) j o NI 00 ST ---- « ST T.C. = 974.64 �_ ___� ",dH 00 IN = 972.31 {F INV. = 971.82 JACOBSON ENGINEERS &SURVEYORS N I-_ SUMP = 969.82 CB REMOVE EXISTING CATCH BASIN p z V) BUILDING u REMOVECURB & AND R.C.P. PIPE. CONSTRUCT (Y 4 GUTTER_ AND MATCH Y , CONSTRUCT SHALLOW CATCH CURB INLET SUMP CATCH Pr)BAIN Cg a EXISTING BITUMINOUS INSTALL 50 L.F. OF 12' RCP AND INSTALL 26 L.F. ' _ __ EXIST. 12' PVC NORTH) TO NEW C.B. o INV. OUT = 971.80 (FIELD VERIFY) OF S12" R.C.P.R. C. P CSD 0.2% SLOPE T.C. = 975.37 _ - T.C. = 974.82 INV. OUT = 971.99 ( ---- -- INV, = 971.87 2J.0 BITUMINOUS SUMP = 969.87 CONC. WALK --^- PARKING ( I T.C, = 979.55 INV. = 971.34 i 1 I I w L0 I T- O Ln p 00 163.59 IBERIA AVE, 163.59 S 0001749" E EXIS . S RM SEWER ( 1+ INSTALL 8" MAIN 8) SAW CUT EXISTING BITUMINOUS ON COUNTY HIGHWAY NO. 50 AND PIPE INVv 972.31(FIELD VERIFY) IBERIA AVENUE FOR PATCH WORK. HOUSE CONSTRUCT STORM SEWER MANHOLE AND INSTALL 50 L.F. -- OF 33 RCP PIPE AT 0.14% SLOPE. DEVELOPER: Mr. Roger Gilb T.C. = 978.80 20315 Iberia Avenue ` INV. = 972.32 CONSTRUCT CURB INLET UATCH SANITARY SEWER LINE u0 0 W STORM SEWER LINE Lakeville, MN 55044 REMOVE EXISTING CATCH BASIN ; C m I AND R.C.P PIPE. CONSTRUCT CURB INLET SUMP CATCH OF 33" RCP PIPE AT 0.2 SLOPE. SEE SHEET C-3 FOR PROFILE OF STO M SEIR A END OF EXIS BASIN AND INSTALL 10 L.F. MH 'WIPING �T IBERI AVE. - - OF 12' R.C.P. 0 0.2% SLOPE PIPE AT 0.14% SLOPE. ' x W.V. INV. = 972.39 -AND CONNECT TO EXIST" 1vfiFfi____ T. ST ---- « ST T.C. = 974.64 �_ ___� ",dH _ . G IN = 972.31 {F INV. = 971.82 JACOBSON ENGINEERS &SURVEYORS SUMP = 969.82 CB S 0"117` 49' E 8500 210TH STREET WEST u REMOVECURB & SUITE 150 RECONSTRUCT, CONCRETE BENCH GUTTER_ AND MATCH Y , CONSTRUCT SHALLOW CATCH BASIN AND IN EXISTING MANHOLE Cg a EXISTING BITUMINOUS INSTALL 50 L.F. OF 12' RCP PIPE. CONNECT T.C. = 975.50 ' _ __ EXIST. 12' PVC NORTH) TO NEW C.B. o INV. OUT = 971.80 (FIELD VERIFY) T.C. = 975.37 i> 24' ST ->>- 24 ST INV. OUT = 971.99 T.C, = 979.55 INV. = 971.34 i 1 I I w L0 I T- O Ln p 00 163.59 IBERIA AVE, 163.59 S 0001749" E EXIS . S RM SEWER ( 1+ INSTALL 8" MAIN 8) SAW CUT EXISTING BITUMINOUS ON COUNTY HIGHWAY NO. 50 AND PIPE INVv 972.31(FIELD VERIFY) IBERIA AVENUE FOR PATCH WORK. HOUSE CONSTRUCT STORM SEWER MANHOLE AND INSTALL 50 L.F. -- OF 33 RCP PIPE AT 0.14% SLOPE. DEVELOPER: Mr. Roger Gilb T.C. = 978.80 20315 Iberia Avenue ` INV. = 972.32 CONSTRUCT CURB INLET UATCH SANITARY SEWER LINE - STORM SEWER LINE Lakeville, MN 55044 BASIN AND INSTALL 220 L.F. ; C NSTRUCT BEEHIVE CATCH BASIN LP OF 33" RCP PIPE AT 0.2 SLOPE. PP A END OF EXIS . 33" RCP AND INSTALL MH T.C. = 978.59 - 8 L.F. OF 33' RCP PIPE AT 0.14% SLOPE. ENGINEERZSURVEYOR: GRANT D. JACOBSON INV. = 972.39 T. = 978.50 IN = 972.31 {F ELD VERIFY) JACOBSON ENGINEERS &SURVEYORS 64 8500 210TH STREET WEST SUITE 150 Lakeville, MN 55044 Lj � p 0 M IBERIA AVE, - 233.70 S 0001749" E V w N 00 00 a) 00 00 K. LEGEND S --- SANITARY SEWER LINE ST STORM SEWER LINE W WATER LINE E BURIED ELECTRICAL LINE G GAS LINE LP LIGHT POLE PP POWER POLE CB CATCH BASIN MH MANHOLE 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. Signd ure License No. L -3 / I Date