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Home My WebLink About2000-civil planT�� T _ SAN MH 5 TOP 959.61 -- << INV 946.27 1-1/2" COPPER WAT SERV (TYP) T T T T T T T I I 1 .......... . ......_..._. _...... ..... ....... - - - ..._......-- - - ._._............. ..... ..... ._ .._.._.._........ ..._ ....._....__..... _... ........ ... .___ _.. ....._ _ . ......_. _ 210TH STREET WEST I T 4"'VC SCHED 40 SA.,T SERV (TYP) ry "�'e X _77Ide9_. FFE 7A 957.50 .------------- - -- FFE Building B 957.50 ck Building A R�' Ty/*P 13 �F - - 't.► CB 3 T 9 � e2 2 � ; C v`, 1( TOP 954.7 INV 950.4 ---------- ^w'` MH TOP 955.7 INV 947.3 - - Tu�� HYD & VALVE 12" Rk,,P INSTALL WATER MAIN AT 10 FT DEPTH, OR INSTALL BENDS, OFFSETS, EXTENDERS, ETC, TO MAINTAIN MIN 7.5 FT COVER AND 1.5 FT VERTICAL SEPARATION FROM SEWERS. FES 9 5.0 V Building C -rPje FFE i 77le' j 959.50 j 0 - CB 2 " 12" RCP C 8" PVC 8" DIP I '� w -ry Pe E FFE i FFE 1L 358.67 Budding G; -TOR G - - - _ POND NWL 950.0 100 YR ELEV 951.6 Tot Lot CE I I! CB 1 I \\_TOP 961.7 FFE i l(o INV 957.7 964.00 Budding F i T vIL e Type A i SHED L_____� CSA I .......... VV \ Y O 5 - 0 ❑ a...... h� . e5 LJ _ �[ ...._. , .. ........ _. 0 n �• . .. ""'�'" a 011' �,'` 4. • '. .. � .. Z� J , LEGEND{BRUM►n►ovs .... BrrUMINOUS WA K----._._� .. ................... ................ .... G r <'G STORM SEWER SURFACE? - <- SANITARY SEWER .......... \O� ;r ✓ �� I WATER MAIN OONC. CURB to ... ._.. _.... _. / J _............ &GUTTER (TYP.) � �� 9 / NOTES C00, �D 1. BEFORE DIGGING CALL GOPHER STATE ONE CALL (651) 454-00(Y2, F' 2. ALL WORK SHALL CONFORM TO CITY STANDARDS AND REQUIREMENTS. ✓ l C'G 3. EROSION CONTROL MEASURES SHALL BE INSTALLED PRIOR TO COMMENCING CONSTRUCTION AND SHALL BE MAINTAINED THROUGHOUT CONSTRUCTION. SILT FENCES, STAKED BALES, CHECK DAMS, ETC, SHALL BE INSTALLED AT ALL LOCATIONS NECESSARY TO PREVENT SEDIMENT. -FROM LEAVING THE CONSTRUCTION LIMITS, WHETHER OR NOT SHOWN ON THE DRAWINGS. 4. VERIFY EXISTING ELEVATIONS AND TOPOGRAPHY PRIOR TO COMMENCING CONSTRUCTION. NOTIFY ENGINEER IMMEDIATELY IF DISCREPANCIES ARE DISCOVERED BETW TN PLAN AND ACTUAL CONDITIONS AND DO NOT PROCEED WITH CONSTRUCTION WITHOUT AUTHORIZATION. 5. VERIFY THE SIZE, LOCATION AND ELEVATION OF EXISTING CONNECTION POINTS AND BEGIN CONSTRUCTION AT THESE POINT'S (SEE NOTE 4 IF DISCREPANCIES ARE DISCOVERED). G- 6. DETERMINE LOCATION OF EXISTING PUBLIC AND PRIVATE UTILITIES PRIOR TO CONSTRUCTION AND PRESERVE SAME. REPAIT"_S REQUIRED DUE TO CONSTRUCTION OPERATIONS SHALL B- MADE AT CONTRACTOR'S EXPENSE. 7. MAIN'T'AIN MIN 7.0 FT COVER OVER SANITARY SEWERS. MAINTAIN MIN 7.5 FT COVER OVER WATER MAIN. IF NUNIMUM COVER CANNOT BE MAINTAINED, NOTIFY ENGINEER IMMEDIATELY. INSULATE OR OTHER AS DIRECTED BY ENGINEER. 8. INSTALL BENDS, OFFSETS, EXTENDERS, DEEPER PIPE, ETC, AS REQUIRED AT CROSSINGS AND HYDRANT LEADS. MAINTAIN MIN 1.5 FF VERTICAL SEPARATION BETWEEN WATER MAIN AND SANITARY/STORM SEWERS. O 30 60 9. EXISTING PAVEMENT AND CURB SHALL BE PRESERVED WHEREVER POSSIBLE. CREATE SMOOTH TRANSITIONS BETWEEN: EXISTING AND NEW PAVEMENTS. ALL PAVEMENTS TO :3E REMOVED OR MATCHED SHALL BE SAW -CUT. PM +A Ltd. Architecture Planning Paul Madson 420 N. Fifth .it. + Minneapolis Associates MN 55401 Limited 612.332.7026 I hereby certify that this plan, specification, or report was Prepared by me or under my direct supervision, and that I am a duly licensed Professional Engineer under the laws of the state of Minnesota.. Ste-. 15345 Steven L Pellinen 3-20-00 Reg. No. Date Pellinen Professional Services, Ltd. 4330 Vernon Ave South St Louis Park MN 55436 612-925-2440 612-926-1998 FAX pellinet@aol.com Date: Issue: 10-13.99 City Submission *12-1-99 0 03-03-00 Review 03-20-00 Bid Issue _ L ------------------- MH C - - - - - T yP�' TOP 962.8 INV 956.8 0- y fy 11 o _ Building D I . °� B it Ing E .FFE . I-- _ _,FE.-.-._. 9641.50 64.50 nom. � HYD o- -�---� Pt' VALV �A I OP 962.6 INV 956.0 - - - -~ T I I I! CB 1 I \\_TOP 961.7 FFE i l(o INV 957.7 964.00 Budding F i T vIL e Type A i SHED L_____� CSA I .......... VV \ Y O 5 - 0 ❑ a...... h� . e5 LJ _ �[ ...._. , .. ........ _. 0 n �• . .. ""'�'" a 011' �,'` 4. • '. .. � .. Z� J , LEGEND{BRUM►n►ovs .... BrrUMINOUS WA K----._._� .. ................... ................ .... G r <'G STORM SEWER SURFACE? - <- SANITARY SEWER .......... \O� ;r ✓ �� I WATER MAIN OONC. CURB to ... ._.. _.... _. / J _............ &GUTTER (TYP.) � �� 9 / NOTES C00, �D 1. BEFORE DIGGING CALL GOPHER STATE ONE CALL (651) 454-00(Y2, F' 2. ALL WORK SHALL CONFORM TO CITY STANDARDS AND REQUIREMENTS. ✓ l C'G 3. EROSION CONTROL MEASURES SHALL BE INSTALLED PRIOR TO COMMENCING CONSTRUCTION AND SHALL BE MAINTAINED THROUGHOUT CONSTRUCTION. SILT FENCES, STAKED BALES, CHECK DAMS, ETC, SHALL BE INSTALLED AT ALL LOCATIONS NECESSARY TO PREVENT SEDIMENT. -FROM LEAVING THE CONSTRUCTION LIMITS, WHETHER OR NOT SHOWN ON THE DRAWINGS. 4. VERIFY EXISTING ELEVATIONS AND TOPOGRAPHY PRIOR TO COMMENCING CONSTRUCTION. NOTIFY ENGINEER IMMEDIATELY IF DISCREPANCIES ARE DISCOVERED BETW TN PLAN AND ACTUAL CONDITIONS AND DO NOT PROCEED WITH CONSTRUCTION WITHOUT AUTHORIZATION. 5. VERIFY THE SIZE, LOCATION AND ELEVATION OF EXISTING CONNECTION POINTS AND BEGIN CONSTRUCTION AT THESE POINT'S (SEE NOTE 4 IF DISCREPANCIES ARE DISCOVERED). G- 6. DETERMINE LOCATION OF EXISTING PUBLIC AND PRIVATE UTILITIES PRIOR TO CONSTRUCTION AND PRESERVE SAME. REPAIT"_S REQUIRED DUE TO CONSTRUCTION OPERATIONS SHALL B- MADE AT CONTRACTOR'S EXPENSE. 7. MAIN'T'AIN MIN 7.0 FT COVER OVER SANITARY SEWERS. MAINTAIN MIN 7.5 FT COVER OVER WATER MAIN. IF NUNIMUM COVER CANNOT BE MAINTAINED, NOTIFY ENGINEER IMMEDIATELY. INSULATE OR OTHER AS DIRECTED BY ENGINEER. 8. INSTALL BENDS, OFFSETS, EXTENDERS, DEEPER PIPE, ETC, AS REQUIRED AT CROSSINGS AND HYDRANT LEADS. MAINTAIN MIN 1.5 FF VERTICAL SEPARATION BETWEEN WATER MAIN AND SANITARY/STORM SEWERS. O 30 60 9. EXISTING PAVEMENT AND CURB SHALL BE PRESERVED WHEREVER POSSIBLE. CREATE SMOOTH TRANSITIONS BETWEEN: EXISTING AND NEW PAVEMENTS. ALL PAVEMENTS TO :3E REMOVED OR MATCHED SHALL BE SAW -CUT. PM +A Ltd. Architecture Planning Paul Madson 420 N. Fifth .it. + Minneapolis Associates MN 55401 Limited 612.332.7026 I hereby certify that this plan, specification, or report was Prepared by me or under my direct supervision, and that I am a duly licensed Professional Engineer under the laws of the state of Minnesota.. Ste-. 15345 Steven L Pellinen 3-20-00 Reg. No. Date Pellinen Professional Services, Ltd. 4330 Vernon Ave South St Louis Park MN 55436 612-925-2440 612-926-1998 FAX pellinet@aol.com Date: Issue: 10-13.99 City Submission *12-1-99 Revised City Submission 03-03-00 Review 03-20-00 Bid Issue Utility Plan SN-c:t Number: OF:If NORTH 1/4 CORNER OF SEC. 33—T114—R20 DAKOTA COUNTY (C.I.M.) N89°57'21 "E 33 33 470.02 BENCHMARK IRON PIPE ELEV.=957.51 r� M -NORTH LINE OF THE NW 1/4 OF THE NE 1/4 210TH STREET WEST GRAVEL SUP, FACE) 89'57'21 E W � � Z i `, r • i GARAGE t�i1 ,� r'P'Rtlt :g F.F GAR. \1 / w T_ Co 957.2 ! Z ------HOUSE \PAD) w tf}'F- 0) 33 `'w N� 11 N p w EA'DOC.ENTSQ — 363$57 _' '� 0 UJ Z w Q I.L. C w 0 ¢ a `ENT � C� --`--' Ov j Q77 =P. G jay R.0" N U N N 0 0 G7 V) M 0 --� 4914 24" STORM SEWER R.C.P. INV. = 949.75 Description of existing Parcel: 111 EDGE OF GRAVEL SURFACE 847.26 E — OH E --- P.P. P. 5 ,02 � � 4X10 SPRUCE E 6"SPRUCE 8"SPRU \\ eL— �`,^� � W W iE Z iU_ 8":�'PRUCE� f - W t4 12"DE DZ p iTRE_J fi U) Z 8"S RU(E 8"S RUCE ca c� HOUSE f 6" PRU E 0 + � 1 24"B XILDER } Q0 Q0 OCIP i SHED 15"ASH 12 00 3--1 G?!' E10EER GUY / X f:1 'WIRE STORM�- L.P. Pt 6 "B OX ELDER M.H. c.6. C.B. = tN�US fNq'LK _ '-- C 59 ^`ti d o>,r ._ �' �•! _ `�--,.._'----- - ._ C962 962 _ ' L.P. --•., 91a6 ..:,;,�,,, `. '. �'`--�. -"`�.•_...�_., �;..� ;---�'. -----,._ -'--- �==579. '�'�-- .P. --- _ 65 ""`- (8t TUMtN c. e. OUS SU All that part of the NW 1/4 of the NE 1/4 of Section 33, Township 114, Range 20, lying North of the centerline of the State Trunk Highway No. 50. Except the West 470 feet thereof. Description of Parcel A: That part of the NW 1/4 of the NE 1/4 of Section 33, Township 114, Range 20, lying north of the centerline of the State Trunk Highway No, 50. Except the west 470.00 feet thereof and Except the east 540.00 feet thereof. Subject to easements of record. Description of Parcel B: SCALE IN FEET The east 540.00 feet of that part of the NW 1/4 of the NE 1/4 of Section 33, Township 114, Range 20, lying north of the centerline of the State Trunk Highway No. 50. Except the 0 50 100 150 west 470.00 feet thereof. Subject to easements of record. 25 75 I hereby certify that this is a true and correct representation of the survey shown and that this survey and certificate was prepared by me 0 - DENOTES IRON MONUMENT or under my direct supervision and that I am a duly licensed land surveyor under the laws of the State of Minnesota. BEARINGS ARE ASSUMED DATUM Grant D. Jacobson, MN License No. 23189 Dated this 16th day of March, 1999 15"ASH 6"ASH 8"ASH _ P.P. 13 84X ELDER TREIES ---�_ 3.03 `----_,. ---__ CONC. CURB & GUTTER (TYP.) OLD CENTER LINE OF�� ; �$2�3 E` ) STATE TRUNK HIGHWAY -----_ 7 24 NO. 50 PER DAKOTA COUNTY '`" ---_ �`� w 275 ROAD RIGHT OF WAY MAP ____ .28 NO. 165 "_ _ ------ ----- )H", ?R• NOTES: 1) ly CALL GOPHER 13 0 DHE 2) BENCHMARK — r _.. I LPMU 6 BOX ��; F >_ rK � P.F 30 .24 ' -X55 ._ _�_.__.__ .� ...._ GARAGE 3) 'EL. DEi --J I SETBACKS �E.E w 30 FEET REAR YARD: 30 FEET SIDE YARD: 15 FEET 30 FEET WHEN ABUTTING A A PUBLIC RIGHT—OF—WAY 7J rt.► W � � Z i `, r • i GARAGE t�i1 ,� r'P'Rtlt :g F.F GAR. \1 / w T_ Co 957.2 ! Z ------HOUSE \PAD) w tf}'F- 0) 33 `'w N� 11 N p w EA'DOC.ENTSQ — 363$57 _' '� 0 UJ Z w Q I.L. C w 0 ¢ a `ENT � C� --`--' Ov j Q77 =P. G jay R.0" N U N N 0 0 G7 V) M 0 --� 4914 24" STORM SEWER R.C.P. INV. = 949.75 Description of existing Parcel: 111 EDGE OF GRAVEL SURFACE 847.26 E — OH E --- P.P. P. 5 ,02 � � 4X10 SPRUCE E 6"SPRUCE 8"SPRU \\ eL— �`,^� � W W iE Z iU_ 8":�'PRUCE� f - W t4 12"DE DZ p iTRE_J fi U) Z 8"S RU(E 8"S RUCE ca c� HOUSE f 6" PRU E 0 + � 1 24"B XILDER } Q0 Q0 OCIP i SHED 15"ASH 12 00 3--1 G?!' E10EER GUY / X f:1 'WIRE STORM�- L.P. Pt 6 "B OX ELDER M.H. c.6. C.B. = tN�US fNq'LK _ '-- C 59 ^`ti d o>,r ._ �' �•! _ `�--,.._'----- - ._ C962 962 _ ' L.P. --•., 91a6 ..:,;,�,,, `. '. �'`--�. -"`�.•_...�_., �;..� ;---�'. -----,._ -'--- �==579. '�'�-- .P. --- _ 65 ""`- (8t TUMtN c. e. OUS SU All that part of the NW 1/4 of the NE 1/4 of Section 33, Township 114, Range 20, lying North of the centerline of the State Trunk Highway No. 50. Except the West 470 feet thereof. Description of Parcel A: That part of the NW 1/4 of the NE 1/4 of Section 33, Township 114, Range 20, lying north of the centerline of the State Trunk Highway No, 50. Except the west 470.00 feet thereof and Except the east 540.00 feet thereof. Subject to easements of record. Description of Parcel B: SCALE IN FEET The east 540.00 feet of that part of the NW 1/4 of the NE 1/4 of Section 33, Township 114, Range 20, lying north of the centerline of the State Trunk Highway No. 50. Except the 0 50 100 150 west 470.00 feet thereof. Subject to easements of record. 25 75 I hereby certify that this is a true and correct representation of the survey shown and that this survey and certificate was prepared by me 0 - DENOTES IRON MONUMENT or under my direct supervision and that I am a duly licensed land surveyor under the laws of the State of Minnesota. BEARINGS ARE ASSUMED DATUM Grant D. Jacobson, MN License No. 23189 Dated this 16th day of March, 1999 15"ASH 6"ASH 8"ASH _ P.P. 13 84X ELDER TREIES ---�_ 3.03 `----_,. ---__ CONC. CURB & GUTTER (TYP.) OLD CENTER LINE OF�� ; �$2�3 E` ) STATE TRUNK HIGHWAY -----_ 7 24 NO. 50 PER DAKOTA COUNTY '`" ---_ �`� w 275 ROAD RIGHT OF WAY MAP ____ .28 NO. 165 "_ _ ------ ----- LEGEND- - E BURRIED ELECTRIC O.H.E. OVER HEAD ELECTRIC M. H. MANHOLE - X FENCE C. B. CATCH BASIN P. P POWER POLE L. P. LIGHT POLE TOPOGRAPHIC SURVEY REVISIONS NOTES: 1) UTILITIES SHOWN ARE APPROXIMATE LOCATION, CALL GOPHER STATE ONE CALL AT (551) 454-0002 PRIOR TO EXCAVATION JACOBSON ENGINEERS - SURVEYORS P.Q. BOX 541 TEL 469-4328 LAKEVILLE, MN 55044 FAX 469-4624 2) BENCHMARK — IRON PIPE NW CORNER OF PROPERTY DRAWN: JRM SCALE: AS SHOWN DATE: 3-23-99 FIELD BOOK: 148-63 ELEVATION = 957.51 3) ZONED R-2 — (SINGLE FAMILY RESIDENTIAL DISTRICT) 4) SETBACKS FRONT YARD: 30 FEET REAR YARD: 30 FEET SIDE YARD: 15 FEET 30 FEET WHEN ABUTTING A PUBLIC RIGHT—OF—WAY LEGEND- - E BURRIED ELECTRIC O.H.E. OVER HEAD ELECTRIC M. H. MANHOLE - X FENCE C. B. CATCH BASIN P. P POWER POLE L. P. LIGHT POLE TOPOGRAPHIC SURVEY REVISIONS 4-28-99 LOCATION OF TREES PREPARED FOR: Dakota County, HRA 2496 W. 145th ST. Rosemount, MN 55068 JACOBSON ENGINEERS - SURVEYORS P.Q. BOX 541 TEL 469-4328 LAKEVILLE, MN 55044 FAX 469-4624 HRA LAKEVILLE, MN PROJ, NO: 99022.21 CHECKED: GDJ DRAWN: JRM SCALE: AS SHOWN DATE: 3-23-99 FIELD BOOK: 148-63