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8.b. Biscayne Pointe North (Abbott Property) Giles Properties, Inc.
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(sue , 1IddV The preliminary plat has been revised to eliminate all variances by shifting Birchwood Avenue to the east creating the additional depth needed on the west side of the street. In order to save additional trees and eliminate variances, the revision has shifted one lot from the cul -de -sac to Birdsong Path. The draft resolution conditions reflect the revised preliminary plat. RECOMMENDED ACTION: Motion to adopt a resolution approving the preliminary plat for Biscayne Pointe North subject to conditions. CITY COUNCIL ACTION: CITY OF ROSEMOUNT DAKOTA COUNTY, MINNESOTA RESOLUTION 2004- A RESOLUTION APPROVING A PRELIMINARY PLAT FOR GILES PROPERTIES, INC. WHEREAS, The Planning Department received an application for preliminary plat approval for a single - family residential development on October 8, 2003 legally described as: The North 661.53 feet of the West Half of the East Half of the Southwest Quarter of Section 21, Township 115, Range 19, Dakota County, Minnesota. WHEREAS, The October 8, 2003 application was incomplete and the Applicant was notified. The required information was provided on November 5, 2003 and the Planning Commission of the City of Rosemount conducted a public hearing on November 25, 2003 as required by ordinance for the purpose of receiving public comment regarding the preliminary plat; and, WHEREAS, The Planning Commission adopted a motion to recommend approval of the preliminary plat with conditions; and, NOW, THEREFORE, BE IT RESOLVED, The Council of the City of Rosemount does hereby approve the preliminary plat for Giles Properties as revised on December 31, 2003 subject to the following conditions: 1. Conformance with the requirements for final plat including execution of a subdivision development agreement. 2. Park dedication in the form of cash prior to release of the final plat. 3. Provision of a cash deposit for the amount of $100 per linear foot for future improvements for County Road 38. 4. Incorporation of recommendations from the City Engineer relative to drainage, easements, grading, streets, utilities and plat revisions as specified in the attached memos by the Project Engineer dated December 11, 2003 and January 14, 2004. 5. Basswood Street shall be numbered in accordance with the Dakota County street naming standards. 6. Landscaping enhancements including 36 trees in conformance with the tree preservation requirements shall be installed on the site. Said enhancements shall be prioritized to screen County Road 38, and replace trees lost to grading. Furthermore, trees within the preservation area shall be protected during the construction process in accordance with the tree preservation requirements, or shall be replaced if damaged or otherwise affected (including root compaction). RESOLUTION 2004 - 7. Incorporation of recommendations by the Chief of Police including driveway turnarounds for all lots fronting on Birchwood Avenue and Basswood Court relabeled Birdsong Court. 8. Approval of the Dakota County Plat Commission in conformance with the Contiguous Plat Ordinance. 9. Completion of public infrastructure and streets in Biscayne Pointe Fifth Addition for access and utility continuity through to Connemara Trail. ADOPTED this 20'' day of January, 2004 by the City Council of the City of Rosemount. William H. Droste, Mayor ATTEST: Linda Jentink, City Clerk Motion by: Voted in favor: Seconded by: Voted against: Member absent: PROPERTY ID NUMBER: 34- 02110- 011 -55 FEE OWNER: GERARD J ABBOTT 2182 135TH ST W ROSEMOUNT MN 55068 -3405 PROPERTY ADDRESS: 2182 135TH ST W ROSEMOUNT MN 55068 PAYABLE 2003 TAXES NET TAX: 980.80 SPECIAL ASSESSMENTS: 0.00 TOTAL TAX & SA: 980.80 PAYABLE 2004 ASMNT USAGE:AG AG HOUSE GARAGE 1 /ACRE NOTE: Dimensions rounded to nearest foot Copyright 2003, Dakota County - SITE MAP 2003 ESTIMATED MARKET VALUES (PAYABLE 2004) LAND: 285,800 LOT SIZE BUILDING: 111,600 TOTAL: 397,400 438,076 TOTAL SO FT 10.06 TOTAL ACRES SCHOOL DISTRICT: 196 43,244 ROAD RAN SO FT LOCATION: NEt/4 SW1 /4 SECTION 21- 115 -19 PAYABLE 2004 HOMESTEAD STATUS: FULL HOMESTEAD WATERSHED DISTRICT: VERMILLION RIVER LAST QUALIFIED SALE: DATE: AMOUNT: This drawing is neither a legally recorded map nor a survey and is not intended to be used as one. This drawing is a compilation of records, information and data located in various city, county, and state offices and other sources, affecting the area shown, and is to be used for reference purposes only. Dakota County is not responsible for any inaccuracies herein contained. If discrepancies are found, please contact Dakota County Survey and Land Information Department. 2003 BUILDING INFORMATION (PAYABLE 2004) TYPE S.FAM.RES YEAR BUILT 1920 ARCH /STYLE 1 -1/4 STRY FOUNDATION SQ FT 1112 FINISHED SO FT 1280 BEDROOMS 2 BATHS 1.75 FRAME WOOD GARAGE SO FT 480 OTHER GARAGE MISC BLDG ZONING: ROSEMOUNT Zone AG: Agricultural PLAT NAME: SECTION 21 TWN 115 RANGE 19 TAX DESCRIPTION: N 661.53 FT OF W 1/2 OF E 112 OF SW 1/4 21 11519 Map Date: November 12, 2003 Parcels Updated: 10/23/2003 Aerial Photography: 1990 o �o ao 0 �o zg P . P. ry r �� C/) o i � � U " U) ca C4 0 1 2 — 07-1 AO"k a, cf) M C4 rr, v. zi rti - T (b M - wal o — �� Go Ow i Cl) r� �V F 8 8 8 i tlISCAYNE POINIE NORTH John Oliver a Associates, lnC. I `°�`,, - .. plan p ROSEMOUNT, MN na k. liv e, A s.. ss ci tes,e k me a u er my vupery _ = 1 R FOR: _ '- We e ar,Iea.mnot * ' o te YN 6O9�I` S.th 500 the laws al the g GILES PROPERTIES, INC. _ (eclMswa4s p�.rNts4 -.mu �� 11`' oa r ! ; 3 I 3 I I . 7 �I g � ! I r > >:: iR %« ! / t rTj D r Sg ^E 88�5 388 J � ° 44 I ' V _ _ _ I \ I a, i tlISCAYNE POINIE NORTH John Oliver a Associates, lnC. I `°�`,, - .. plan p ROSEMOUNT, MN na k. liv e, A s.. ss ci tes,e k me a u er my vupery _ = 1 R FOR: _ '- We e ar,Iea.mnot * ' o te YN 6O9�I` S.th 500 the laws al the g GILES PROPERTIES, INC. _ (eclMswa4s p�.rNts4 -.mu �� 11`' oa r 0 - ; 3 3 g � ! I r > >:: iR %« rTj D r Sg ^E 88�5 388 J � ° 44 i tlISCAYNE POINIE NORTH John Oliver a Associates, lnC. I `°�`,, - .. plan p ROSEMOUNT, MN na k. liv e, A s.. ss ci tes,e k me a u er my vupery _ = 1 R FOR: _ '- We e ar,Iea.mnot * ' o te YN 6O9�I` S.th 500 the laws al the g GILES PROPERTIES, INC. _ (eclMswa4s p�.rNts4 -.mu �� 11`' OnIss. - Elk N(wer, NunwrlOe a,LL Heeek+yn Center, YMneroY ( �I I I +r R. Nn. __ 24552 I FRF NO, sf 0 - � ! I r > >:: F %« rTj D r J � OnIss. - Elk N(wer, NunwrlOe a,LL Heeek+yn Center, YMneroY ( �I I I +r R. Nn. __ 24552 I FRF NO, OES MMION sf 0 - � ` > >:: F %« rTj D r OES MMION E%IS BETTY JANE MEL,N0 11202 FAIFFIELOS ROM _ aMrA¢ nt w rR er �._ r r N19°SO'19'F 139.00 1 NIGHT -OF -WAY LINE BOUNDARY LINE RROREITTY LINE SETBACK UK — — — — — — — — EASEMENT LINE Gum LINE CWN7Y ROAD NO 38 R NY YY w__1 $ — r (135TH srnErr KEST)� zn Gmmvr � °"L° TWC um rvl r.1ssMExr- a _ - 2 -�� 1 �, \t�: em r 1 I 2 \1 } � 1 r2 wrt I l p rr — 1 1I$, _r1-- -�IIII MARNN C k SERENE J FRIR 2516 BONAIRE PAIN J/ H u M. I I— r QC t - - -- i r ---- r --- $ l r ov p I I II t lll, I I l 1 i lei l Is I 7 s' il I I l ot I' $ s al a1 7 1. 1 u uzw '�i IrnooG.9 5 =� rza�a.« I Q L n -__JI IL ------ IL-- 4 I I J 88 I -- BIRDSOHG( PAT ----- o '$ I SGF__� r_,�a_—I r- 4�,n_�I r —M,�_� r oy $ A - - - -- -- - - - - -- -- - - - - -- 61� 5 # I el 1 I I tl I I I I 4 I I II J call lI 2 $all ll t 1 93 =— I l I rr 1rF n« 1C - I I rapN. n. 1�H' In_.rn:r v.zs ...0 �I I I I Isv e°.al aN' o ---- - - - - -� L - - -11 LL— T ° "rlun Gmlexr vo.x Iz.x -- �i1'L__�uat -- .. I NB9°SOYV'E — w HERITAGE OEKLOPMENT MN MC 150 E. COUNTY ROAD B $ENCHWAWS svK W rrnv rn Palr w o' RuLRIAa N 411E 0 RO N ELEK.vu er uses WNCN M,Rx ARTS sm asc W Gtwc PIST 21' N A A, C' w of TIE E IW - 9M27 a<MJ!roRD b tEK - vn2T � � m 3o� aEe =g i sg�h� tL z O 1' li Z vi L., a O C7 3 OF COI AH Vh:IN ; helm- Nirlr.linl GOPHER STATE ONE CALL Twin - ,ti- A— 651 114 OW_ Mhl. Toll F— 1- 500 - 252 -116�� GeDS WKMZRRES NC. P. 0. eOX St FL(0. W 1!013 RHWE: (9511 MI -J%2 F,x: (9121 .ar -J9e6 cavr cr ,dW AHxRSa+ 0.9. WAGE AM MRUTT EASEMENTS ARE ANKH THUS II � e —I— —J LJ_ T - - T BEWI 1 FEET W — AM A SIDE Lot LINES n+Ew— -- AM 10 MT IMIN AM AI.RANIHG S— LNES AM REAR IT IAVE; fA9tE35 WSE WdCARD ON INE r � QmNEER/8l ffyoRN CERER a A4 AYES WC. 201 REST 1NAH1ER5 )BALL A N vN SW( W 431J> aE. (su) evs -Jas x: Lvul� 1 -Jas ceHUCr . R. reLI GAWAIN 1£QAL DESC�IP0N The NMn —.13 reef of M« Reri N91F II Me EG4t Nalr 97 th. SrHtm.eel WGrttr M S,— 21. T.—p 115, It— 19. D—t. County, Mmnea°t9 MAN F—OSED ZONING: R -1 DONALD J. FLA 210 1]S1H ST. W. 0 50' MIN LOT MTN (CORNER LOT): 95 FEET 100' 150' SCALE SIDE SETBACK: 10 FEET REAR SETBACK: JO FEET IN FEET � � m 3o� aEe =g i sg�h� tL z O 1' li Z vi L., a O C7 3 OF COI AH Vh:IN ; helm- Nirlr.linl GOPHER STATE ONE CALL Twin - ,ti- A— 651 114 OW_ Mhl. Toll F— 1- 500 - 252 -116�� GeDS WKMZRRES NC. P. 0. eOX St FL(0. W 1!013 RHWE: (9511 MI -J%2 F,x: (9121 .ar -J9e6 cavr cr ,dW AHxRSa+ 0.9. WAGE AM MRUTT EASEMENTS ARE ANKH THUS II � e —I— —J LJ_ T - - T BEWI 1 FEET W — AM A SIDE Lot LINES n+Ew— -- AM 10 MT IMIN AM AI.RANIHG S— LNES AM REAR IT IAVE; fA9tE35 WSE WdCARD ON INE r � QmNEER/8l ffyoRN CERER a A4 AYES WC. 201 REST 1NAH1ER5 )BALL A N vN SW( W 431J> aE. (su) evs -Jas x: Lvul� 1 -Jas ceHUCr . R. reLI GAWAIN 1£QAL DESC�IP0N The NMn —.13 reef of M« Reri N91F II Me EG4t Nalr 97 th. SrHtm.eel WGrttr M S,— 21. T.—p 115, It— 19. D—t. County, Mmnea°t9 VICINITY MAP K9 N SECTION 21. TOWNSHIP 115, RANGE 19 MAN F—OSED ZONING: R -1 DONALD J. FLA 210 1]S1H ST. W. MM. LOT SZE: •WOOD S.F. IN. LOT NIOTX(O SETBACK): W FEET MIN LOT MTN (CORNER LOT): 95 FEET MONT SETBACK: W FEET SIDE SETBACK: 10 FEET REAR SETBACK: JO FEET F C A _ LAYS A: TOW AC, LOT"ACRE 2 20 $h Or 1.1 °F me EawF1q antam M E°aM m th° —1, Kne 91 E Me 5°uth•e°t W °rte' If 5°ch°n 21, Taanehp 115. Rm, 19. t° hove - aeaumrtl b—, IT N 19 ° 50,9 - E. VICINITY MAP K9 N SECTION 21. TOWNSHIP 115, RANGE 19 P OWAN ORAL SITE WORIE NOTES � S C,11 4N Ilnrn+: t'l .W UiN'IiU.:I / CONTRACTOM TO 1 R THE LOCATION OF ALL UNDERGROUND SPX w TLPP. Rsi PER£ w O GOPHER STATE ONE CALL MSTALLED, Fn w STAKES ON EACH SIDE OF TIE STRUCTURE AT TIE UTILITIES PRIOR TO BEGRINING ANY CONSTRUCTION BY CAWING RAMOAD. x SWE CO. RO !I A. en 051 454 UUG'1 / Twin fl.i ?s Esc'v_ s2Gr F I BACK OF CURB. ME CONTRACTOR WILL LOCATE THE M ANHOLE OR CATCH BASIN STRUCTURE AS NECESSARY • RRAOES SHOWN ARE FINISHED GRADES, GOPHER STATE ONE -CALL (1-2—W02 02 MEMO AREA, - I -800- 252 -1186 CUT STAR) MN. Tell Free 9lG - 'SG - NINE FROM THESE REFERENCE POINTS. PIPE ALIGNMENTS ARE STAKED TO CENTER OF CASING AT BACK OF CURB - • FINAL GRADING TOLERANCES ARE •01 FEET OF PLAN GRACES. Y S ,MU fM!>� U563 REACH REACH MAFN 610; ] ' W • VERIFY HONZON LOCATOR AND ELEVATION WHERE CONNECTION CdNC. POST 2t0' w OF 1M MJ • GRADE LOTS TO PROVIDE A MINIMUM I FOOT DEEP DRAINAGE SCALE E 3 _ E PAVEMENT. STRUCTURE. PIPE OR I RRSECTON a e ro RJ. Je SIT' FEATURE I QfV'PlW2T 4 i OMERMSE BY DRAINAGE ARROWS, UNDER PAVEMENTS COMPACT THE UPPER THREE FEET OF SUBGRADE IS TO E O NE OF ANY MADE. ME CONTRACTOR SHALL NMED NOTIFY y IS B M IMMEDIA TIE ENGIER gSCREPANCIES OVARIATIONS FRW VARIATIONS ^+ GRADING l EROSION CONTROL NOTES y x°a �+ A�1 Ci. 3 ° u S BQIn (i R � ME PLANS. 6. � I . i' ' �H /� 12 - - }= • REFERENCE TO MNDOT SPECIFICATIONS SHALL MEAN DIVISIONS II • INSTALL EROSION CONTROL AND TREE PROTECTION MEASURES BEFORE - - AND IR OF T 1988 SPECIFICATIONS FOR CONSTRUCTION AND BEGINNING STE GRADING ACTIVITIES. SOME EROSION CONTROLS SUCH AS O _ THE 1994 SUPPLEMENTAL SPECMCATONS. BALE CHECKS AND TEMPORARY SILT PONDS MAY BE INSTALLED AS Dux Iav _ 915 95 09 •r 5 • TURF RESTORAT 1 ON 5 SEEDING M ACCORDANCE WITH MNDOT 3BT6, SEED 5 - . ALWAYS VERIFY BEHCNWmK ELEVATIONS BETWEEN TWO BENLNMARNS. GRADING OCCURS IN NNE SPECIFIC AREA. MAINTAIN EROSON CONTROLS WMUGNOUT ME GRADING PROCESS AND REMOVE WHEN TURF HAS BEEN MIXTURE ME AT 50 POUNDS PER ACRE. TYPE 1 MULCH AT 90% COVERAGE WITH DISC ANCHOR. WETLAND SEEDING IS MNDOT MIXTURE 256 AT 25 P u F T W16D • SITE ACCESS IS ONLY OFF COINtt ROAD ]B. ESTABLISHED. 2Rl I l is t SJ WRR i'Ato ' FIB MTH ER BLANKET. (INSTALL ONLY WHERE MOUND IS DISTURBED) PLL SEEDED AREAS ARE TO RECEIVE TYPE 1 MULCH AND DISC ANCHOR OR FIBER ATii f�al0wxE 6iFdlRMM • SEE LANDSCAPE PLANS FOR TURF RESTORATION REOAREMENTS. • CONTRACTOR TO ADHERE TO ALL RECOREMENTS OF TIE MINNESOTA MW4 vwE w -a ® r® p rW-a 0 . / ra0 _ x x SLOPES AT 3:1 OR STEEPER. AND /OR WHERE INDICATED ON ME PLANS ' •TOPOGRAPHIC SURVEY BY !'W+ rVER k A POLLUTION CONTROL AGENCY N P D.E.S PERMIT, INCLUDING WE 1 . REOUMIN NT TO MINIMIZE ME AREA DISTURB. BY GRADING AT ANY FEY IRT �- tOMI GIVEN THE AND TO COMPEER TURF RESTORATION WITHIN ME TIME 1RE d REWIRED BY TIE PERMIT AFTER COMPLETION OF GRADING OF AN AREA Tai 11 ceilx M nwx n g ( - --`F- + ALL EXPOS SOL AREAS WITHIN 100 FEET OF A WATER OF E STAR OR . TH 1 1Y wdw - W I '�3 _ STORM HEWER NOTES ANY TTONMWATEA CONVEYANCE SYSTEM MICR IS CONNECTED TO A WATER - - n �n p M ~ II� e • STORM SEWER CONSTRUCTION IS IN ACCORDANCE DF THE STAR BUM BE BIBUM THIN T DAYS ¢o �y RI IR WITH MNOOT 22511 SPECIFICATIONS. I Da MI 501 - 1 1� -• J 21C • CONNECTOR$ TO EXISTING MANHOLES SHALL • ALL CONSTRUCTION ENTRANCE$ SHALL BE SURFACED MITI CRUSHED ROCK ACROSS FULL WIDTH FROM ENTRANCE PONT TO 50 PEST INTO THE we h/A ®ux W RS is „wlcs w I I., BE MADE BY CORE DRILLING ON SAW CUTTING I N E '9 E EXISTING MANHOLE AT THE PROPOSED CONSTRUCTION 2Ort. SEE MTAW. TI wqy -• " � � INVERT EUVATNM, GROAT IN WE NEW RM . CONTRACTOR SHALL STRIP. STOCKPILE AND RE- SPREAD EXISTING GN -SR • I I1; .a AND gE£ORM TIE INVERT. TOPSOIL TO PROVIDE A UNIFORM THICKNESS ON ALL DISTURBED AREAS TO _ W@ I I H l9 • PIPE EENGMS ON THE PUN INCLUDE ME BE SODOM OR SEED.. EXCEPT NEW BOULEVARD AREAS BETWEEN TIE 10 se 26 >a W ID APRON SECTION. STREET RIGHT O AND PROPOSED BACK OF C [ U S M E STMKPILE T BWLEVAR A CM ro PRI e y iW -9T�p -. STORM SE WER CASINGS IN THE CURB AND WRIER AvATE VUBI UTt CS ARE 2' HIGH BERM 2 � C SHALL BE STAKED FOR LOCATION AT THE CENTER OF CASTING AT BACK OF CURB, WITH REFERENCE MSTALLED, Fn w STAKES ON EACH SIDE OF TIE STRUCTURE AT TIE EXISTING GRANULAR MATERIALS SHALL BE SEGREGATED AND STOCKPILED FOR REUSE ON -SITE. F I BACK OF CURB. ME CONTRACTOR WILL LOCATE THE M ANHOLE OR CATCH BASIN STRUCTURE AS NECESSARY • RRAOES SHOWN ARE FINISHED GRADES, FROM THESE REFERENCE POINTS. PIPE ALIGNMENTS ARE STAKED TO CENTER OF CASING AT BACK OF CURB - • FINAL GRADING TOLERANCES ARE •01 FEET OF PLAN GRACES. Y S CONTRACTOR MU. ADJUST THE AUCNMENT TO FIT NNE ACTUAL STRUCTURES INSTALLED • GRADE LOTS TO PROVIDE A MINIMUM I FOOT DEEP DRAINAGE SCALE E 3 _ ALONG PROPOSED PROPERTY ONES UNLESS SPEOFICALLY SHOWN SmUCNR[ 1 SIS NWRi Slw RS IY y OMERMSE BY DRAINAGE ARROWS, UNDER PAVEMENTS COMPACT THE UPPER THREE FEET OF SUBGRADE �1 HXr r y x°a �+ A�1 Ci. Y� S BQIn (i R FES Loa 1a� x�� �pA Burl ,RS M'• 1T MA' AY • � I f R Yr��i7 • 1 �. I . i' ' �H /� 12 OF SIIBGRACE. —DE OF PAVEMENT AREAS COMPACT EMBANKMENTS TO 95,5 STANDARD PROCTOR DENSITY. ;IN N/ Dux Iav _ 915 95 09 •r 5 • TURF RESTORAT 1 ON 5 SEEDING M ACCORDANCE WITH MNDOT 3BT6, SEED 5 - � •°.• W10 ]P MIXTURE ME AT 50 POUNDS PER ACRE. TYPE 1 MULCH AT 90% COVERAGE WITH DISC ANCHOR. WETLAND SEEDING IS MNDOT MIXTURE 256 AT 25 P u F T POUNDS PER ACRE, UPLAND BUFFER IS MNDOT W AT W POUNDS PER ACRE, 2Rl I l is t SJ WRR i'Ato ' FIB MTH ER BLANKET. (INSTALL ONLY WHERE MOUND IS DISTURBED) PLL SEEDED AREAS ARE TO RECEIVE TYPE 1 MULCH AND DISC ANCHOR OR FIBER 0 MW4 vwE w -a ® r® p rW-a 0 . / ra0 _ x x SLOPES AT 3:1 OR STEEPER. AND /OR WHERE INDICATED ON ME PLANS Tai 11 ceilx M nwx SHALL VE BE SEEDED AND HA A WON FIR ER BLANKET INSTALLED OR MAY BE HYOROSEEDED MM TACKIFER MULCH. g ( 8 1 1Y wdw Y W I '�3 11 1 �y RI we h/A ®ux W RS TYPICAL ELEVATION MT9N THE PONDMC AREA. OR THAT WATER WILL BE RETAINED IN M P RE ED E ONVNG AREA ON A NORMAL BRAISED is „wlcs w I I., �9 IlFin wqy i4 CR 1 I' 2 �:l • LOWEST FLOOR ADJACENT TO POND OR WETLAND. HIGHER OF 3 -0 FEET W@ 10 se 26 >a W ID R. 2' HIGH BERM • GARAGE MINIMUM 1.5 FEET ABOVE TOP OF CURB AT DRVEWAY, b 12 —'1 MAXIMUM IDS GRADE ALL GILIRBS, > •..- ,... .. 1 I • OF STREET RIGHT -OF WAYS, STRIP EXISTING TESTAE PRIOR TO CUTS0E OF SMUT R. RGNN OF TVA S, RE IL PRIOR SEGI NI TOPSOIL AND PRE- EXISTING TURF COVER AFTER CONSTRUCTION 5 COMPLETED. • IN STREET BOULEVARD AREAS. SPREAD TOPSOIL STOCKPILED ON-SITE 1' -2' WASH. AND SEED k SOD AFTER INSTALLATION OF GAS. TELEPHONE ELECTRIC, STREET UGHTNG AND CABLE TV IS COMPLETED. GRAVEL ALL SLOPES ON WE BERN SHALL BE 4:I PER CITY OF ROSEMOUNT T PUBLIC SECTIONONT OF WAYS ' P D U m Z O MAXIMUM • FINAL LOCATOR OF ALL UTILITIES SHALL BE DETERMINED BY THE Gtt OF ROSEMOUNT AT ME THE OF FINAL DESIGN. SHALL BE STAKED FOR LOCATION AT THE CENTER OF CASTING AT BACK OF CURB, WITH REFERENCE MSTALLED, Fn w STAKES ON EACH SIDE OF TIE STRUCTURE AT TIE EXISTING GRANULAR MATERIALS SHALL BE SEGREGATED AND STOCKPILED FOR REUSE ON -SITE. F I BACK OF CURB. ME CONTRACTOR WILL LOCATE THE M ANHOLE OR CATCH BASIN STRUCTURE AS NECESSARY • RRAOES SHOWN ARE FINISHED GRADES, FROM THESE REFERENCE POINTS. PIPE ALIGNMENTS ARE STAKED TO CENTER OF CASING AT BACK OF CURB - • FINAL GRADING TOLERANCES ARE •01 FEET OF PLAN GRACES. Y S CONTRACTOR MU. ADJUST THE AUCNMENT TO FIT NNE ACTUAL STRUCTURES INSTALLED • GRADE LOTS TO PROVIDE A MINIMUM I FOOT DEEP DRAINAGE SCALE E 3 _ ALONG PROPOSED PROPERTY ONES UNLESS SPEOFICALLY SHOWN SmUCNR[ 1 SIS NWRi Slw RS IY y OMERMSE BY DRAINAGE ARROWS, UNDER PAVEMENTS COMPACT THE UPPER THREE FEET OF SUBGRADE Sg • yIN LW�uN t0� 9IN6BM -A.. 2 TO IOOZ STANDARD PROCTOR DENSITY AT OPTIMUM MOISTURE CONTENT S BQIn (i R FES Loa 1a� x�� �pA Burl ,RS M'• 1T MA' AY AND 95% STANDARD PROCTOR DENSITY BELOW NNE UPPER THREE FEET W� . i' ' �H /� 12 OF SIIBGRACE. —DE OF PAVEMENT AREAS COMPACT EMBANKMENTS TO 95,5 STANDARD PROCTOR DENSITY. ;IN N/ Dux Iav _ 915 95 09 •r 5 • TURF RESTORAT 1 ON 5 SEEDING M ACCORDANCE WITH MNDOT 3BT6, SEED 5 - � •°.• W10 ]P MIXTURE ME AT 50 POUNDS PER ACRE. TYPE 1 MULCH AT 90% COVERAGE WITH DISC ANCHOR. WETLAND SEEDING IS MNDOT MIXTURE 256 AT 25 P u F T POUNDS PER ACRE, UPLAND BUFFER IS MNDOT W AT W POUNDS PER ACRE, 2Rl I l is t SJ WRR i'Ato ' FIB MTH ER BLANKET. (INSTALL ONLY WHERE MOUND IS DISTURBED) PLL SEEDED AREAS ARE TO RECEIVE TYPE 1 MULCH AND DISC ANCHOR OR FIBER tl MW4 vwE BLANKET, x x SLOPES AT 3:1 OR STEEPER. AND /OR WHERE INDICATED ON ME PLANS Tai 11 ceilx M nwx SHALL VE BE SEEDED AND HA A WON FIR ER BLANKET INSTALLED OR MAY BE HYOROSEEDED MM TACKIFER MULCH. g ( 8 PES IW ID IO.WW �RS W I '�3 3' rt OsWR ONabx NORMAL WATER ELEVATION IS AN ENGINEERING TERM RELATED TO ME VOLUMETRIC • CARA OR HYDRAULIC OPERATION OF A PONDING AREA. IT DOES NOT IMPL A CItt OR / Y RI we h/A ®ux W RS TYPICAL ELEVATION MT9N THE PONDMC AREA. OR THAT WATER WILL BE RETAINED IN M P RE ED E ONVNG AREA ON A NORMAL BRAISED O q w I I., •INLET PROTECTION 15 i0 BE USED DURING CONSTRUCTION. SEE DEFINE. wqy i4 CR 1 I' 2 �:l • LOWEST FLOOR ADJACENT TO POND OR WETLAND. HIGHER OF 3 -0 FEET W@ 10 se 26 >a ABOVE NORMAL WATER LEVEL OR I.0 FEET ABOVE HICK WATER LEVEL. ID • LOWEST OPENING (DOOR OR WINDOW) 1.0 FEET ABOVE EMERGENCY OVERFLOW ELEVATOR (E.O.F.) 2' HIGH BERM • GARAGE MINIMUM 1.5 FEET ABOVE TOP OF CURB AT DRVEWAY, b 12 —'1 MAXIMUM IDS GRADE ALL GILIRBS, > •..- ,... .. 1 I • OF STREET RIGHT -OF WAYS, STRIP EXISTING TESTAE PRIOR TO CUTS0E OF SMUT R. RGNN OF TVA S, RE IL PRIOR SEGI NI TOPSOIL AND PRE- EXISTING TURF COVER AFTER CONSTRUCTION 5 COMPLETED. • IN STREET BOULEVARD AREAS. SPREAD TOPSOIL STOCKPILED ON-SITE 1' -2' WASH. AND SEED k SOD AFTER INSTALLATION OF GAS. TELEPHONE ELECTRIC, STREET UGHTNG AND CABLE TV IS COMPLETED. GRAVEL ALL SLOPES ON WE BERN SHALL BE 4:I PER CITY OF ROSEMOUNT T PUBLIC SECTIONONT OF WAYS ' P D U m Z O MAXIMUM • FINAL LOCATOR OF ALL UTILITIES SHALL BE DETERMINED BY THE Gtt OF ROSEMOUNT AT ME THE OF FINAL DESIGN. Z z � Wm W • CONTRACTOM CONSMUCTNG RETAINING WALLS GREATER MAN H TEMPORARY SEDIMENT ISMS WTLET BERM 4 FEET IN HEIGHT SHALL SUPPLY ME Cltt A WALL DE51GN CERTIFIED BY A UCENSED ENGINEER. Z Z Dd c) ROCK CONSTRUCTOR ENTRANCE du Oo a0 AR6 W v LC WOOD FIBER BLANKET d• 9� Zo LL RP -RAP MA Q N V J TREE PROTECTON FENCE m SM BORING 0_ �Ix.DOt RID WXWW M THE I MuLd. s Y rW TT ID wT�R ]9 INLET PRORCTON MDR w S m FTI!vATxW 0 50' 100' ISO'' OF BUILDING PAD AREA DETENTION POND GRADING SCALE IN FEDT 7 11202 ROAD 00 nc L SITE WORK NOTES • CONTRACl01T TO VERIFY THE LOCATON OF ALL UNOERGROJFII UTILITIES PIN TO BEGINNING ANY CONSTRUCTION BY CALLING GOPHER STALE ONE -CALL (1- 612 -454 -0002 ME70 AREA, T- 600 -25Z -1186 GlI STATE) • VERIFY HORIZONTAL LOCATION AND ELEVATOI WHERE A COMHECTON TO ENISTNG PAWMENT, STRUCTURE, PIPE OR OTHER SITE FEATURE IS TO BE MADE THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES OR VARIARONS FROM THE PLANS. • REFERENCE TO MNOOT SPECIFICATIONS SHALL MEAN DIVISIONS I AND RI OF THE 1988 SPECIFICATIONS FOR CONSTRUCTION AND THE 1994 SUPPLEMENTAL SPECIFICATIONS. . ALWAYS WRFY BENCHMARK EJE —ONS BETWEEN TWO BENCHMARKS. • SINE ACCESS IS ONLY OFF CWNTY Rn • SEE LANDSCAPE PLANS FOR TURF RESTORATION REOUIREMENTS. • TOPOGRAPHIC SURVEY BY JOIN aIWA k Ass00AlES. INC. • FINAL LOCATION OF ALL VTIUTIES SHALL BE DETERMINED BY TILE OTT OF ROSEMIXMT AT THE TIME OF FINAL DESIGN. SANITARY SEWER NOTES • SANITARY SEWER MAN LINE PIPE 15 P.V.C. SOR 35 FOR CLAY SOILS UP TO 20 FOOT DEPTH OF INSTALLATION AND 25 FOOT DEPTH FOR SHINY SOILS, A. SM 26 OWR THESE DEPTHS. ALL SERVICE PIPE IS P.V.C. SM 26. • ALL SANITARY SEINER CONSTRUCTION IS M ACCORDANCE MTH THE CITY OF 845EM41B1I SPECIFICATIONS. • ALL SANITARY SERVICE PIPE TO BE 4• P. VC. SM 26. WATER MAIN NOTES • WATER MAIN IS DUCTILE IRON PIPE, CLASS 52. INSTALL MTH 7.5 FEET OF COVER. • WATER MAIN SHALL SE INSTALLED TWIN A 10 FOOT HORIZONTAL SEPARATION TO THE STORM AND SANITARY SEMERS UNLESS SHOMN OTHERMSE. ALL WATER MAIN CONSTRUCTION IS IN ACCORDANCE • MTH THE CITY DF ROSMOUNT SPECIFICATIONS, WATER MAIN ELEVATON SHALL BE ADJUSTED • TO PROVIDE AN 18' MINIMUM CLEARANCE TO STORM AHD SANITARY SEWERS AT ALL CROSSINGS. • ALL MECHANICAL JOINTS SHALL BE RESTRAINED MTH MEGALUGS • ALL WATI:RMAIN PITTINGS NSTALEO MTH COR -BLUE BOLTS. • LENGTH OF PIPE SHOPH ON PLAN FOR HYDRANT LEADS ARE MEASURED FROM CENTER OF WATERMAIN TO CENTER OF HYDRANT. • ALL WATERMAIN SHALL BE -APPED IN PMYETIYLENE ENCASEMENT PER CITY STANDARDS • WRIER SERVICES TO BE INSTALLED IN TIE SAME TRENCH PAREIlEL MTH THE SANITARY SERVCES ON A BENCH A MINIMUM OF 16' ABOVE THE TOP OF SANITARY SEWER SERVICES. • ALL WATER SERVICE PIPE TO BE I' COPPER TYPE `K' LEGEND PROPOSED EXISTING RIGHT -OF -WAY LINE PROPERTY LINE EASEMENT LINE CURB LINE —S SANITARY SEWER/ MANHOLE �— WRIER MATH FIRE — W/ AUK. VALVE w ^ GATE VALVE qp—M CATCH BASM/STORM SEWER/MAM1aE FLARED END SECTOII w/RIPRAF —•w— DRAINTR,[ �•�� 0 �•••— SANITARY FORCE MAIN SOIL BORING f:Rll �15 FIn1K r: Ilelnr� 1i11lirI;I GOPHER STATE ONE CALL Twin 4— 651 454 C11002 MN T,11 Free 1 -900- 252 -1166 HENC7Nl A s w TcPP. Isr Pat w D< niv °nscz.el smE ca ao v uses I -1. MARK A M , sm asr IN CWC PoST. IM' W ILO' W OF IFT wTFRStcnoN aF TN2 k ro Ro. Je eTtv.9mn Q n _ Ul J d m 3 SHEET NO. D so' wD so' S OF SCALE M FEET BISCAYNE POINTE 5TH ADDITION 1 R, 1 �" ; 13 kQs k� i�ZR•� 8� z -NUM ��TU8 r 3 I I I I I I boy ro5 a < mm - S $ rev $ BISCAYNE POINTE NORTI ROSEMOUNT, MN FOR: GILES PROPERTIES. INC. John Oliver & Associates, Inc. I h' y rtl cth°t th1. mm p ..34 -M I i �9 P " a ehee IJCmaed Proleaai o I, fYw M Y ]M:L SuIN dee B� it4 bi.9a7 (asxNxe - ae�s (rxx)as� - sa" the Iowa of Ne Sly1 , M SI9^ Jay R. i elhx 1 66 R - Hume errd Brm.41 C am, Ylnwew^IS NIII O . _ _ Z i! 4g Ap) >� 6 .d 1 ME IF 9 � min $ v� N- Nv ? °s � m$ °�° gaa A UP t $� D Y zffli^`Z °" _ziA 741 nm ,22 y a 3 I I I I I I boy ro5 a < mm - S $ rev $ BISCAYNE POINTE NORTI ROSEMOUNT, MN FOR: GILES PROPERTIES. INC. DESIGN W: JRH DRnwN W, JRH CHECKED w: JCB D FXE 1525L2P1 TEXT Fl .^_-.. _, iy G7 1n t =D > m Z D r DESCRIPTION John Oliver & Associates, Inc. I h' y rtl cth°t th1. mm I i P " a ehee IJCmaed Proleaai o I, fYw M Y ]M:L SuIN dee B� it4 bi.9a7 (asxNxe - ae�s (rxx)as� - sa" the Iowa of Ne Sly1 , M SI9^ Jay R. elhx 1 66 R - Hume errd Brm.41 C am, Ylnwew^IS NIII O . _ _ DESIGN W: JRH DRnwN W, JRH CHECKED w: JCB D FXE 1525L2P1 TEXT Fl .^_-.. _, iy G7 1n t =D > m Z D r DESCRIPTION 0 n D z Z m v O Z I m �i D 0 2 John Oliver 6 Associates, Inc. B,m,•I,ilb. YN b699> (Bba)sa. -9BIb (ruHs� -9o�a and e. -nWNm emkr. Ylnne.sls Inter PT ^fi DATE: to /e /o3 I�rr�ypI "T DESIGN BY: JRH \ Ninn dm "AWN W. JRH CHECKED BY: JCB DWG FOE: 1523UP1 R. Hill TEXT FILE: N/A N.— 455 ME No.: 1523.11 -03 r D Z. I to n m 0 C r m 5 AE b� F. 0 - y D m _ o Z D r DESCIWDON 'y2, i z m�2 1 � � BISCAYNE POINTE NORTH §e3R 0 V z FOR: i GILES PROPERTIES, INC. v im '.. Dfi[1141A1GGV 1 AAII1Cl`AOC PI 6A1 • � r1',y�; $ ^$ S • °� 3 '� z s 3 3 � � $ R 'y ,�.. �9 ' nil Iwlyr - '� 4 - s 3� g a x a Wi 3 °s 2si ,i s 1 I A 3 3 John Oliver 6 Associates, Inc. B,m,•I,ilb. YN b699> (Bba)sa. -9BIb (ruHs� -9o�a and e. -nWNm emkr. Ylnne.sls Inter PT ^fi DATE: to /e /o3 I�rr�ypI "T DESIGN BY: JRH \ Ninn dm "AWN W. JRH CHECKED BY: JCB DWG FOE: 1523UP1 R. Hill TEXT FILE: N/A N.— 455 ME No.: 1523.11 -03 r D Z. I to n m 0 C r m 5 AE b� F. 0 - y D m _ o Z D r DESCIWDON i m�2 1 � � BISCAYNE POINTE NORTH ROSEMOONT, MN •` V z FOR: i GILES PROPERTIES, INC. v im '.. Dfi[1141A1GGV 1 AAII1Cl`AOC PI 6A1 John Oliver 6 Associates, Inc. B,m,•I,ilb. YN b699> (Bba)sa. -9BIb (ruHs� -9o�a and e. -nWNm emkr. Ylnne.sls Inter PT ^fi DATE: to /e /o3 I�rr�ypI "T DESIGN BY: JRH \ Ninn dm "AWN W. JRH CHECKED BY: JCB DWG FOE: 1523UP1 R. Hill TEXT FILE: N/A N.— 455 ME No.: 1523.11 -03 r D Z. I to n m 0 C r m 5 AE b� F. 0 - y D m _ o Z D r DESCIWDON PLANNING COMMISSION MINUTES NOVEMBER 25, 2003 Public Hearing: Abbott Property Preliminary Plat City Planner Pearson apprised the Commission regarding the preliminary plat for Biscayne Pointe North. The development for the 10 -acre site is located south of CR 38 and east of HWY 3 and will consist of 22 single family lots. It is zoned R- 1, low density residential and is in the Metropolitan Urban Service Area. The developer has committed to abide by the tree preservation replacement requirements. John Anderson, representing Giles Properties, clarified there would be 2 trees per lot, 4 trees per corner lot, plus 36 trees in this development. Mr. Brotzler said the trail that is proposed on CR 38 would be constructed at the time of the reconstruction of the road itself and the cost would be included in the escrow. There are three lots on the cul -de -sac that would be in need of variances. Applicant asked for direction if granting of those variances would be a possibility. Chairperson Weisensel opened the public hearing. There were no comments. MOTION by Weisensel to close the public hearing. Second by Messner. Ayes: Zurn, Napper, Weisensel, and Messner. Nays: None. Motion carried. The commissioners stated they were not in favor of any variances for this development and expressed concerns with small lots. MOTION by Messner to recommend that the City Council approve the preliminary plat for Biscayne Pointe North subject to: a. Conformance with the requirements for final plat including executive of a subdivisions development agreement. b. Park dedication in the form of cash at the time of Final Plat. C. Revisions to the preliminary plat to eliminate lot dimensional variances to lots 2, 3, 4, 5, 6 and 7, Block 2. d. Provision of a cash deposit for the amount of $100 per linear foot for future improvements for County Road 38. e. Incorporation of recommendations from the City Engineer relative to drainage, easements, grading, streets, utilities and plat revisions as specified in the attached memo by the Project Engineer dated November 14, 2003 f. Basswood Street shall be numbered in accordance with the Dakota County Street naming standards. g. Landscape enhancements including 36 trees in conformance with the tree preservation replacement requirements. - pal.ueo uo!jow auoN :sAeN •uanZ pue `aaussa!N `!asues!aM `aaddeN :s9AV •uanZ Aq puooeS •!!eal eaewauuoo o} gbnoyl Al!nu!luoo Al!!!ln pue ss000e aol uo!l!ppy q4!-� alu!od auAeos!8 ui shwas pue ainjonilseilui o!!gnd jo uo!ja!dwoo '! - aoueuipap je!d snonbiluoo eqj yl!m aouewiojuoo ul uo!ss!wwoo le!d Ajunoo ejo�ea ayl Jo !enoaddy q MEMORANDUM DATE: January 14, 2004 TO: Kim Lindquist — Community Development Director Jamie Verbrugge — City Administrator Andrew Brotzler — City Engineer Dan Schultz — Parks and Recreation Director Rick Pearson — City Planner CC: John Anderson — Giles Properties Jay Hill — Oliver & Associates FROM: Anthony Aderhold, Project Engineer RE: Biscayne Pointe North Addition Upon review of the Biscayne Pointe North Addition Plans for Grading, Sanitary Sewer, Watermain, Storm Sewer and Street Improvements dated December 31, 2003 and received on January 7, 2004 the Engineering Department offers the following comments: • Approval is contingent upon cash deposit of $100 per front footage for future improvements along County Road 38. • Documentation shall be provided to the City to verify that the 20 -foot grading easement has been provided from the adjacent property owner to the south. • Northern Natural Gas will have to approve the grading proposed within their easement. The City shall be copied on all correspondence with the pipeline companies. • Any cost associated with modification to the gas pipeline to accommodate grading and/or installation of public utilities will be completed at the expense of the developer. • It should be noted that the lining of the pond bottom creates the expectation that the pond will maintain a water elevation from 964.0 to 958.0. A geotechnical report shall be provided to demonstrate that the proposed 1 -foot clay liner will meet this expectation. Failure of the proposed clay liner to maintain a NWL may result in the need for alternative methods to be reviewed and installed by the developer. If you have any questions or comments regarding the items listed above, please contact me at 651- 322 -2022. CADocuments and Settings\mp \Local Settings \Temporary Internet Files \OLK2 \13iscayne Pointe North.doc MEMORANDUM DATE: December 11, 2003 TO: Kim Lindquist — Community Development Director Jamie Verbrugge — City Administrator Andrew Brotzler — City Engineer Dan Schultz — Parks and Recreation Director Rick Pearson — City Planner CC: John Anderson — Giles Properties Jay Hill — Oliver & Associates FROM: Anthony Aderhold, Project Engineer RE: Abbott Addition Plan Review Comments Upon review of the Abbott Addition Construction Plans for Grading, Sanitary Sewer, Watermain, Storm Sewer and Street Improvements dated December 5, 2003 and received on December 8, 2003 the Engineering Department offers the following comments: General Comments • Approval is contingent upon cash deposit of $100 per front footage for future improvements along County Road 38. Sheet 3 • It should be noted that additional drainage and utility easement width might be required between Lots 4 -5, Block 2 for alternative watermain looping. • Documentation shall be provided to the City to verify that the 20 -foot grading easement has been provided from the adjacent property owner. Eliminate the recently added reverse curve along Birchwood Avenue south of 135 %2 Street. Sheet 4 • Retaining walls should be shown on grading plan to depict how the 4:1 slope in rear yards can be attained, even if the walls will be built at the time of home construction. CADocuments and Settings\rwp \Local Settings \Temporary Internet Files \0LK2\Abbott3.doc • At Station 12 +20 on Birchwood Avenue a 2% slope is stated, however the proposed contours show a grade of approximately 4 %. These contours should be modified to match the 2% as noted on the plans. • Recalculate drainage calculations with a 30 -hour span maximum to provide the peak flow. Also, set starting elevation for pond at elevation 967.00 and provide the new HWL. • The information provided for the infiltration devices for roof water runoff is still under review. • Northern Natural Gas will have to approve the grading proposed within their easement. • Any cost associated with modification to the gas pipeline to accommodate grading and/or installation of public utilities will be completed at the expense of the developer. • Driveways on corner lots should be placed on the opposite side of the house away from the intersection. • Upon review of the proposed grading it appears that north of Lots 3 -5, Block 2 the proposed grading encroaches the tree preservation area. It should be demonstrated that the proposed grading could still achieve a maximum 4:1 slope without affecting the trees in the preservation area. • It should be noted that the lining of the pond bottom creates the expectation that the pond will maintain a water elevation from 964.0 to 958.0. A geotechnical report shall be provided to demonstrate that the proposed 1 -foot clay liner will meet this expectation. Failure of the proposed clay liner to maintain a NWL may result in the need for alternative methods to be reviewed and installed by the developer. Also, the pond side slope from NWL to the bottom should be modified to depict the maximum slope of 4:1 as opposed to 3:1. If you have any questions or comments regarding the items listed above, please contact me at 651- 322 -2022. C:\Documents and Settings \rwp \Local Settings \Temporary Internet Fi1es \OLK2\Abbott3.doc MEMORANDUM TO: Rick Pearson, City Planner FROM: Gary Kalstabakken Chief of Police % DATE: December 10, SUBJECT: Biscayne Pointe North — Preliminary Plat There are two pubic safety issues with this development. Driveway Access — It is recommended that the following lots be required to include a driveway turnaround for easier and safer access onto Birchwood Avenue. Block 3 — Lots 1 thru 5 and Block 2 — Lots 10 thru 12. Street Names —Basswood Street/135 '/2 St. should become Birdsong Path and Basswood Court should become Birdsong Court. I did exchange voice mail message with John Anderson, Giles Properties, about street names. The street name issue may have already been addressed through those messages. MEMORANDUM DATE: November 18, 2003 TO: Rick Pearson, City Planner Kim Lindquist, Community Development Director Andy Brotzler, City Engineer Jason Lindahl, Assistant City Planner Jamie Verbrugge, City Administrator FROM: Dan Schultz, Director of Parks and Recreation RE: Abbott Property Preliminary Plat After reviewing the application for the Abbott Property Preliminary Plat, I am recommending parks dedication be collected in the form of cash to be paid at the time of final plat. The fee amount will be based on the Fees and Fee Policy at the time of final plat. I would also recommend that the sidewalks be consistent with previously approved Biscayne Pointe 5th Addition and that the trail be installed on 135 Street. If you have any questions, please call me at 651- 322 -6012. MEMORANDUM DATE: October 15, 2003 TO: Kin Lindquist — Community Development Director Jamie Verbrugge — City Administrator Dan Schultz — Parks and Recreation Director Rick Pearson — City Planner CC: John Anderson — Giles Properties Jay Hill — Oliver & Associates FROM: Anthony Aderhold, Project Engineer RE: Abbott Addition Plan Review Comments Upon review of the Abbott Addition Construction Plans for Grading, Sanitary Sewer, Watermain, Storm Sewer and Street Improvements dated October 8, 2003 and received on October 9, 2003 the Engineering Department offers the following comments: General Comments • Verify that all plan sheets have the correct label. Sheet 3 Eliminate Outlot A and incorporate into Lot 5, Block 3 with Drainage and Utility Easement for pond. Dedicate 100 -feet of right -of -way for County Road 38. City of Rosemount's Standard is for streets to be measured face -to -face and not back -to- back. A typical City street section is attached for your information. It should also be noted that the street section is based on an R -value of 70. Soil borings from a certified testing company will be required and the street section will be adjusted according to the R -value determined on -site. • The City is now requiring the right -of -way to have a radius to match the street curb radius at all intersections and cul -de -sacs. G: \2003\Planning Cases \03 -005PP Abbott Property \eng comment review memo 10- 15.doc Sheet 4 • On Block 2, Lots 6 -11, structure type from FBWO to FBLO is necessary to eliminate need for rear yard catch basins. Swale to drain north to storm inlet. • Make a note on plans that City requirement is to remove all clay from street right -of -way during the grading process. • Verify that all driveways do not exceed a 10% slope from building pad to back of curb • Verity that the maximum rear yard slope of 4:1 is not exceeded. • Birchwood Avenue is required to have a maximum 2% slope 100 -feet north and south of the intersection with Basswood Street. • Review tree preservation plan to make sure that trees shown to be saved will work with proposed grading match lines. • Erosion control needs to be shown on grading plan. • Expand Drainage and Utility Easement to accommodate drainage swales. • Verity minimum slope in green areas is at minimum 2% grade. • Review possible grading option to eliminate or lessen the amount of off -site run -off on the west side of the proposed development. • Provide earthwork calculations to the City for review. • The grading for Block 1, Lots 1 -5, should be modified to resemble typical lot trenching to direct flow away from building pads. A cross - section of lot trenching is attached for your review. • Provide new drainage calculations from the revised grading plans including dead pool /live pool storage calculation, water quality calculation and new drainage area maps for review. The City's storm water development standards are attached for your information. • Verify direction of flow in culvert that crossing County Road 38 north - south. • Site access will be off of County Road 38 not Birchwood Avenue. • The future regional pond north of County Road 38 is classified as a Management II Wetland that requires at a minimum pretreatment. Without having access to the future regional pond at this time treatment and storage will be required on -site. It is estimated that 0.44 acre /feet is required for dead pool storage and 1.40 acre /feet is required for live pool storage. G:\2003Tlanning Cases \03 -005PP Abbott Property \eng comment review memo 10- 15.doc • Identify emergency overflows on grading plans with spot elevation. Sheet 5 • Extend the watermain to County Road 38. • Loop watermain through development. • Verify invert elevation for sanitary sewer connection with Biscayne Pointe 5 th Addition As -built plans. Currently, the proposed invert elevation of the sanitary stub is 958.92 on the Biscayne Pointe 5 th construction plans. If you have any questions or comments regarding the items listed above, please contact me at 651- 322 -2022. G:\2003\Planning Cases \03 -005PP Abbott Property \eng comment review memo 10- 15.doc ROSEMOUNT CITY PROCEEDINGS REGULAR MEETING JUNE 3, 2003 residents nearest the shotgun- restricted area to advise them of the new regulations. Enforcement would be by the Rosemount Police Department and the State Department of Natural Resources. Laws do rely on the resident to comply with the laws set out. Violations would be reported by complaints and patrols. Hunters would still need to possess a hunting license and either be the landowner or possession written permission from the landowner to hunt on the property. i Since there was not any disagreement on this amendment, Council Member Riley moved for the motion. City Attorney LeFevere said there are no formal requirements for a second reading and nothing to stop City Council from moving this issue forward. MOTION by Riley to amend AN ORDINANCE RELATING TO BOWS AND FIREARMS; AMENDING ROSEMOUNT CODE 7 -5. Second by Strayton. Ayes: Strayton, DeBettignies, y k Shoe - Corrigan, Droste, Riley. Nays: None. Motion carried. i ` *Concept Residential Planned Unit Development for Tollefson Development City Planner Pearson reviewed the ten -acre development by Casey Wollsclager of Tollefson Development. Access would be onto Connemara Trail through Biscayne Pointe Fifth Addition. There were no variances requested with this concept plan and Planning Commission approved it but noted concern for improvements to the road. City Council discussed Park Dedication, ,J designated speed, 55 mph on County Road 38; preserving natural wildlife tree stands; and er buffering along the 55 mph road. City Attorney LeFevere noted that because there were no } variances, City Council does not need to approve the concept plan. However, Council did request r that the developer work with City Planner Pearson to find some creative solutions to their mentioned concerns. Mr. Wollsclager indicated he would be willing to work with staff on this concept plan. Approve Resolution Supporting Application of Timothy Loesch to Dakota County Farmland and Natural Area Advisory Committee City Administrator Verbrugge presented the recommendation to appoint Timothy Loesch to the newly formed Farmland and Natural Area Advisory Committee through June 2, 2003. Rosemount resident Timothy Loesch has submitted an application to serve on this committee. The resolution is prepared to forward on to the Dakota County Board of Commissioners for appointment. MOTION by DeBettignies to approve A RESOLUTION SUPPORTING THE APPLICATION OF TIMOTHY LOESCH TO THE DAKOTA COUNTY FARMLAND AND NATURAL AREA ADVISORY COMMITTEE. Second by Shoe - Corrigan. Ayes; DeBettignies, Shoe - Corrigan, Droste, Riley, Strayton. Nays: None. Motion carried. Legislative / Intergovernmental Updates City Administrator Verbrugge reported that the personal property tax exemption for Great River Energy was approved by State legislation. Additional changes were made to liquor licenses for extending hours to 2:00 p.m. with a fee paid to the State from $200 to $600 dependent on the income of the establishment. The Liquor Ordinance will be discussed in detail at the Committee of the Whole next week. Verbrugge attended the annual meeting of MAMA. A good working 9 ® 2003 John Oliver & Associates, Inc. I CAYN POI NORT Rosemount, Minnesota 04 C ONSTRUCTION PLANS FOR GRADING, SA NI STORM SEWER TARP SEWER, WA TERMA /N, & STREET IMPROVEMENTS Civil zneertn En 9' 9 John Oliver & Ass ociates, In . Land Surveying 201 W. Travelers Trail, Suite 200, Burnsville, Minnesota 55337 (952) 894 -3045 Fax (952)894 -3049 Land Planning Offices in: Elk River, Burnsville and Brooklyn World Wide Web: www.joliverassoc.com Center, Minnesota N j Professional I hereby certify that this plan, specification, or report was prepared �y�e„pr�u� Engineer under State of Mn. Statutes 326.02 - 326.16 f• er ptiv ��e�agervision and that I am a duly Licensed t �N / D ate 10/8/03 Mn. Reg. No. 24552 Jay R. Hill DATE I REVISIONS SHEETS 7 S: \wink \p,,j\ 151!.11 \dwg \PRLLIM INARY\ 1525111' t.d,g, 12/31/2o03 12:ob:4,1 NM, 1:1."W } J t 1_1 L V - r� ( � A 3 F; — j i ,f �y 5 t ' -- " t _ Mr I _ O ,- 1 t�. �-I 1 l :.�_� II ra G) 0 -100 MLn ��i� 0 Dm0 ZZZ� cTmm z 31 3 1 m - a= p - ,7 � - v j �� N n o r Nm °oom ". � �, ° 'Ap : rt v M : , C i o ��m ��N�=s �uF$ti m ~ due 2 �k o I ^ i "✓� > zcDi j, mo z A`Z o } 4 . y , in bJ A l t!, �,' N a n M } J t 1_1 L V - r� ( � A F; — j i �y 1 1 t O ,- 1 t�. �-I 1 l :.�_� II ra G) 0 -100 MLn ��i� 0 Dm0 ZZZ� cTmm z 31 n �ILmMN g X ACO 1 m - a= p - ,7 � - v j �� N n o r Nm °oom ". � �, ° 'Ap rt v M ( , C i o ��m ��N�=s �uF$ti m ~ due 2 �k o I ^ i "✓� > zcDi j, mo z A`Z o 4 . y , in bJ A l t!, �,' N a n M I v 1 'N v n a F bow "� o mw ZM €I 111 4 ° rz � �:E: 1 0 i t N o 1 a �I mON V - r� F; — j �y O ,- O z t�. �-I 1 l :.�_� II ra G) 0 -100 MLn ��i� 0 Dm0 ZZZ� cTmm z 31 n �ILmMN g X ACO p� - a= p - ,7 � n v ^ � I �� N n o r Nm °oom ". � �, ° 'Ap m rt v M ( .- N m�m o ��m ��N�=s �uF$ti m ~ due 2 �k o w ?' ^ i "✓� > zcDi j, mo z A`Z o of° in bJ A l t!, �,' N a n M I v 1 'N v n a F bow "� o mw ZM ° rz � �:E: 0 O 2 N o a mON ' 0 (v M NNE N NO 000 NOOI 0 0 100 I !Op O O T I m mT� M m mm m m mm� = om g 0 l ) > s o 7 1 F = BISCAYNE POINTE NORTH John Oliver $ Associates Inc I hereby certify hat this Ian w S / y y p �/ DATE: 10 /B /03 RE V DATE DESCRIPTION •,, M N ROSEMOUNT, MN FOR: Ckra ins' � �` Pt " 4 Al ' prepared by me or under my�G) t supervision and that I a i�ellltt DESIGN BY: JRH N0. 1 11 5 03 CITY COMMENTS 2 12 5 03 CITY COMMENTS ' z 0 20t W. Travelers Th'ail. Suite 200 Licensed Professional under the laws of the S a nnesata. DRAWN BY: JRH 3 12 31 03 CITY COMMENTS O GILES PROPERTIES INC. Burnsville, J S 56337 (962 )894 -3046 (FAY)894 -3049 CHECKED BY: JCB J 0,fj'ieee in: Eft River, Burnsville Si ned' g DWG FILE: 1523B1P1 TEXT FILE: N/A Jay R. Hill OVERALL PLAN and Brooklyn: Center, I(tnnesota Dat 16/8/03 Reg. No 24552 FILE NO.: 1523.11 -03 ' 110 2003 John Oliver & Associates S LINE OF THE N 661.53 FEET OF THEW 712 OF .. .: '.. ....... ...: ' , , THE E 112 OF SEC. 21 HERITAGE DEVELOPMENT MN INC 450 E. COUNTY ROA D Cali 48 Hours hefa'e dic)cinn GOPHER STATE ONE CALL MN. Toll Free 1 -80 — 25_ -1?" DIMMM GILES PROPERTIES, INC. P. 0. BOX 51 ELKO, MN 55020 PHONE (952) 461 -3982 FAX: (952) 461 -3986 CONTACT. JOHN ANDERSON EN MERISvnVEQ- JOHN OLIVER &ASSOCIATES INC 201 WEST TRAVELERS TRAIL SU1TE 200 BURNSNLLE MN 55337 PHONE.. (952) 894 -3045 FAX: (952) 894 -3049 CONTACT.. JAY R. HILL f EML DE3CfItETION The North 661.53 feet of the West Half of the East Half of the Southwest Quarter of Section 21, Township 115, Range 19, Dakota County, Minnesota. DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS: S—►I �5 p O —1 J L T 1 1 BEING 5 FEET IN WIDTH AND ADJOINING SIDE LOT LINES UNLESS OTHERWISE INDICATED AND 10 FEET IN WIDTH AND ADJOINING STREET LINES AND REAR LOT LINES, UNLESS OTHERWISE INDICATED ON THE PLAT. YI1li� PROPOSED ZONING: R-1 r- — -- -� I — — 7 r - - - - - -� FRONT SETBACK: j0 3 0 FEET FEET - - - - -- 1 I I - - - - -- ; I -- 10.00 AC. # OF LOTS: 22 3 2.20 v 1 11,716. sq. R. �o I gl I I I I ¢ 11,530. $q IT I $I I I 11,474. sq.ft. 1 acres �I 1 I I 1 11,419. sq. ft. 0.26 acres $ I I 1 a26 acres 0.26 acres 1 0.26 I � I I 20 L. L I I I - -1 L.L- Il - -1 L — L� - - . - - - _- DRAINAGE & .S3 U77UTY EASEMENT S LINE OF THE N 661.53 FEET OF THEW 712 OF .. .: '.. ....... ...: ' , , THE E 112 OF SEC. 21 HERITAGE DEVELOPMENT MN INC 450 E. COUNTY ROA D Cali 48 Hours hefa'e dic)cinn GOPHER STATE ONE CALL MN. Toll Free 1 -80 — 25_ -1?" DIMMM GILES PROPERTIES, INC. P. 0. BOX 51 ELKO, MN 55020 PHONE (952) 461 -3982 FAX: (952) 461 -3986 CONTACT. JOHN ANDERSON EN MERISvnVEQ- JOHN OLIVER &ASSOCIATES INC 201 WEST TRAVELERS TRAIL SU1TE 200 BURNSNLLE MN 55337 PHONE.. (952) 894 -3045 FAX: (952) 894 -3049 CONTACT.. JAY R. HILL f EML DE3CfItETION The North 661.53 feet of the West Half of the East Half of the Southwest Quarter of Section 21, Township 115, Range 19, Dakota County, Minnesota. DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS: S—►I �5 p O —1 J L T 1 1 BEING 5 FEET IN WIDTH AND ADJOINING SIDE LOT LINES UNLESS OTHERWISE INDICATED AND 10 FEET IN WIDTH AND ADJOINING STREET LINES AND REAR LOT LINES, UNLESS OTHERWISE INDICATED ON THE PLAT. YI1li� PROPOSED ZONING: R-1 MIN, LOT SIZE: 10,000 S.F. M LOT WIDTH(® SETBACK): 80 FEET MN LOT WIDTH (CORNER LOT): 95 FEET FRONT SETBACK: j0 3 0 FEET FEET SIDE SETBACK: REAR SETBACK: 30 FEET GROSS AREA: 10.00 AC. # OF LOTS: 22 LOTS /ACRE: 2.20 Orientation of this bearing system is based on the north line of the Southwest Quarter of Section 21, Township 115, Range 19, to have on assumed bearing of N 89 E. VICR41TY TAP NO SCALE � v I C.R.N. 3 a I (135TH STREET WEST) UU I SITE N i I \� I I SECTION 21, TOWNSHIP 115, RANGE 19 eErvcturARxs -- SPK IN TCPP, 1ST POLE W OF RAILROAD, . N SIDE CO. RD. 38 ELEV = 952.81 USGS BENCH MARK 6RDS STD DISC IN CONC. POST, 24'N & 210' W OF THE INTERSECTION OF TH3 & CO RD. 38 ELEv. =978.27 z 0 c> w n 4 O a m a z I U) M N � y 'n r } m Z Y 4 Z d O Q U 0 H ri u cow« C TV ° aEo�w o c N v a C a C— O2 z �Ecvv O C V A C D L w a�wL v L 42 t t Q' o —aq o N O es w 'o 44 q 4 ar ". KU q i O Z H 4 W LLI d �M Q O Z LLJ Z 0 p t2 W LLI Q V) J L7 SHEET NO. OF 7 0 50' 10 SCALE IN FEET 5' \sayk \F,�iV bss.l lAovv \VNLUNiNN+•'�m2.1NiBt tlw9, 11/9/2003 12 26 29 VM, 11 2003 John Oliver & Associates Inc. 'N. OtI 11 JAINt NILLAINUI 11202 FAIRFIELDS R,QAD HOME. BUILDER TO PROVIDE - h CUSTOM... STYE HOUSE _ _ T TO PRESERVE EXISTING TREE: II 1. i t RITZ r RIGHT -OF -WAY LINE PROPERTY LINE EASEMENT LINE BUILDING SETBACK LINE CURB LINE CATCH BASIN /STORM SEWER /MANHOLE FLARED END SECTION W/RIPRAP DRAINTILE �,�.9 -"•► ,.,.,;- - -- TOPOGRAPHICAL CONTOUR LINE BIT /CNC I IS TO BE MADE. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY _ THE ENGINEER OF ANY DISCREPANCIES OR VARIATIONS FROM SIZE THE PLANS. - •REFERENCE TO MNDOT SPECIFICATIONS SHALL MEAN DIVISIONS II N A N/A AND III OF THE 1988 SPECIFICATIONS FOR CONSTRUCTION AND 24" THE 1994 SUPPLEMENTAL SPECIFICATIONS. CBMH 103 • ALWAYS VERIFY BENCHMARK ELEVATIONS BETWEEN TWO BENCHMARKS. COISTRUCT P06 PRIOR • SITE ACCESS IS ONLY OFF COUNTY ROAD 38 . TO OTHER SITE GRADING. REMOVE SED 28' 10.00% CBMH 105 . SEE LANDSCAPE PLANS FOR TURF RESTORATION REQUIREMENTS. OF vEGETADVE COVER. • TOPOGRAPHIC SURVEY BY JOHN OUVER & ASSOCIATES. INC. DO1 21C - HOME BUILDER TO INSTALL RETAINING WALLS AS REQUIRED TO MAINTAIN MAXIMUM 4:1 SLOPE �.3 SILT FENCE/ ..._..... TREE PROTECTION FENCE (TYP.) J Lr I i I I i SILT FENCE ALON ERTY LINE G OP i : : 5z _,= �'pr .• u (STALL INFI T.RATION i:i.::l..........- ... NATER RUNOFF EDGE OF TREES. DIRECTION OF DRAINAGE /SLOPE SILT FENCE HEAVY DUTY SILT FENCE TOP OF CURB ELEV. PAVEMENT ELEV. (BITUMINOUS OR CONCRETE) GROUND /FINISHED GRADE SPOT ELEV. W/ DRAINAGE ARROW � 1 HI IU pI�lld n � l 11 l 1 I� 1 1'1 STORM SEWIM NOTES • STORM SEWER CONSTRUCTION IS IN ACCORDANCE WITH MNDOT 2501 -2511 SPECIFICATIONS. • CONNECTIONS TO EXISTING MANHOLES SHALL BE MADE BY CORE DRILLING OR SAW CUTTING THE EXISTING MANHOLE AT THE PROPOSED INVERT ELEVATION. GROUT IN THE NEW PIPE AND REFORM THE INVERT. • PIPE LENGTHS ON THE PLAN INCLUDE THE APRON SECTION. • STORM SEWER CASTINGS IN THE CURB AND GUTTER SHALL BE STAKED FOR LOCATION AT THE CENTER OF CASTING AT BACK OF CURB, WITH REFERENCE STAKES ON EACH SIDE OF THE STRUCTURE AT THE BACK OF CURB. THE CONTRACTOR WILL LOCATE THE MANHOLE OR CATCH BASIN STRUCTURE AS NECESSARY FROM THESE REFERENCE POINTS. PIPE ALIGNMENTS ARE STAKED TO CENTER OF CASTING AT BACK OF CURB - CONTRACTOR WILL ADJUST THE ALIGNMENT TO FIT THE ACTUAL STRUCTURES INSTALLED. ST FUCTURE / `24 RIM INVER�T SUMP CBMH 102 48 "0 969.20 964.04 3.0' CBMH 103 48 "0 969.20 964.20 2.0' FES 104 24" N/A 96&00 N/A CBMH 105 48"0 971.20 966.87 2.0' PS 106 48 "0 970.50 967.00/965.0 2.0' FES 107 12" N/A 965.00 N/A FES 108 18" N/A 967.00 N/A CBMH 109 48 '0 975.05 967.18 3.0' CBMH 110 48 "0 983.59 968.03 2.0' CBMH 111 48 "0 984.39 968.27 2.0' CBMH 112 48 '0 975.37 970.10 2.0' CB 113 2'x3' 973.63 970.63 2.0' CB 114 2'x3' 979.72 976.72 2.0' CB 115 2'x3' 981.00 978.00 2.0' SPK IN TCPP, 1ST POLE W OF GOPHER STATE ONE CALL RAILROAD, N SIDE CO. RD. 38 T4.. I`.I A 651 -4 54 0002 ELEV.= 952.81 MIN. Toll Free 800 OSGS BENCH MARK 6RDS, 57D DISC IN CONC. POST, 24' N & 210' W OF THE IN7ERSEC710N OF TH3 & CO RD. 38 ELEV =978.27 WADINQ & EROSION CONTROL NOTES •INSTALL EROSION CONTROL AND TREE PROTECTION MEASURES BEFORE BEGINNING SITE GRADING ACTIVITIES. SOME EROSION CONTROLS SUCH AS BALE CHECKS AND TEMPORARY SILT PONDS MAY BE INSTALLED AS GRADING OCCURS IN THE SPECIFIC AREA. MAINTAIN EROSION CONTROLS THROUGHOUT THE GRADING PROCESS AND REMOVE WHEN TURF HAS BEEN ESTABLISHED. • CONTRACTOR TO ADHERE TO ALL REQUIREMENTS OF THE MINNESOTA POLLUTION CONTROL AGENCY N.P.D.E.S. PERMIT, INCLUDING THE REQUIREMENT TO MINIMIZE THE AREA DISTURBED BY GRADING AT ANY GIVEN TIME AND TO COMPLETE TURF RESTORATION WITHIN THE TIME REQUIRED BY THE PERMIT AFTER COMPLETION OF GRADING OF AN AREA. ALL EXPOSED SOIL AREAS WITHIN 100 FEET OF A WATER OF THE STATE OR ANY STORMWATER CONVEYANCE SYSTEM WHICH IS CONNECTED TO A WATER OF THE STATE MUST BE STABILIZED WITHIN 7 DAYS. • ALL CONSTRUCTION ENTRANCES SHALL BE SURFACED WITH CRUSHED ROCK ACROSS FULL WIDTH FROM ENTRANCE POINT T0'50 FEET INTO THE CONSTRUCTION ZONE. SEE DETAIL. • CONTRACTOR SHALL STRIP, STOCKPILE AND RE- SPREAD EXISTING ON -SITE TOPSOIL TO PROVIDE A UNIFORM THICKNESS ON ALL DISTURBED AREAS TO BE SODDED OR SEEDED, EXCEPT NEW BOULEVARD AREAS BETWEEN THE STREET RIGHT OF WAY AND PROPOSED BACK OF CURB. STOCKPILE TOPSOIL ADJACENT TO THE RIGHT OF WAYS FOR RESPREADING IN THE BOULEVARDS AFTER PRIVATE AND PUBLIC UTILITY SERVICE LINES ARE INSTALLED. • EXISTING GRANULAR MATERIALS SHALL BE SEGREGATED AND STOCKPILED FOR REUSE ON -SITE. • GRADES SHOWN ARE FINISHED GRADES. • FINAL GRADING TOLERANCES ARE f0.2 FEET OF PLAN GRADES. • GRADE LOTS TO PROVIDE A MINIMUM 1 FOOT DEEP DRAINAGE SWALE ALONG PROPOSED PROPERTY LINES UNLESS SPECIFICALLY SHOWN OTHERWISE BY DRAINAGE ARROWS. • UNDER PAVEMENTS COMPACT THE UPPER THREE FEET OF SUBGRADE TO 100% STANDARD PROCTOR DENSITY AT OPTIMUM MOISTURE CONTENT AND 95% STANDARD PROCTOR DENSITY BELOW THE UPPER THREE FEET OF SUBGRADE. OUTSIDE OF PAVEMENT AREAS COMPACT EMBANKMENTS TO 95% STANDARD PROCTOR DENSITY. • TURF RESTORATION IS SEEDING IN ACCORDANCE WITH MNDOT 3876, SEED IS MXTURE 90B AT 50 POUNDS PER ACRE, TYPE 1 MULCH AT 90% COVERAGE WITH DISC ANCHOR. WETLAND SEEDING IS MNDOT MIXTURE 258 AT 25 POUNDS PER ACRE, UPLAND BUFFER IS MNDOT 58 AT 30 POUNDS PER ACRE, WITH FIBER BLANKET. (INSTALL ONLY WHERE GROUND IS DISTURBED) ALL SEEDED AREAS ARE TO RECEIVE TYPE I MULCH AND DISC ANCHOR OR FIBER BLANKET, • SLOPES AT 3:1 OR STEEPER, AND /OR WHERE INDICATED ON THE PLANS SHALL BE SEEDED AND HAVE A WOOD FIBER BLANKET INSTALLED OR MAY BE HYDROSEEDED WITH TACKIFER MULCH. • NORMAL WATER ELEVATION IS AN ENGINEERING TERM RELATED TO THE VOLUMETRIC CAPACITY / OR HYDRAULIC OPERATION OF A PONDING AREA. IT DOES NOT IMPLY A TYPICAL SURFACE ELEVATION WITHIN THE PONDING AREA, OR THAT WATER WILL BE RETAINED IN THE PONDING AREA ON A NORMAL BASIS. • INLET PROTECTION IS TO BE USED DURING CONSTRUCTION. SEE DETAIL • LOWEST FLOOR ADJACENT TO POND OR WETLAND, HIGHER OF 3.0 FEET ABOVE NORMAL WATER LEVEL OR 1.0 FEET ABOVE HIGH WATER LEVEL. • LOWEST OPENING (DOOR OR WINDOW) 1.0 FEET ABOVE EMERGENCY OVERFLOW ELEVATION (E.O.F.) • GARAGE MINIMUM 1.5 FEET ABOVE TOP OF CURB AT DRIVEWAY, MAXIMUM 10% GRADE. • CONTRACTOR SHALL PROVIDE A MINIMUM OF 2 ROWS (3' MIN.) OF SOD BEHIND ALL CURBS. • OUTSIDE OF STREET RIGHT -OF WAYS, STRIP EXISTING TOPSOIL PRIOR TO BEGINNING CONSTRUCTION. RESPREAD TOPSOIL AND RE- ESTABLISH PRE- EXISTING TURF COVER AFTER CONSTRUCTION IS COMPLETED. • IN STREET BOULEVARD AREAS, SPREAD TOPSOIL STOCKPILED ON -SITE AND SEED & SOD AFTER INSTALLATION OF GAS, TELEPHONE, ELECTRIC, STREET LIGHTING AND CABLE TV IS COMPLETED. • REMOVE ALL CLAY MATERIAL WITHIN ALL PUBLIC RIGHT OF WAYS PER CITY OF ROSEMOUNT TYPICAL STREET SECTION. • FINAL LOCATION OF ALL UTILITIES SHALL BE DETERMINED BY THE CITY OF ROSEMOUNT AT THE TIME OF FINAL DESIGN. • CONTRACTORS CONSTRUCTING RETAINING WALLS GREATER THAN 4 FEET IN HEIGHT SHALL SUPPLY THE CITY A WALL DESIGN CERTIFIED BY A LICENSED ENGINEER. EL.971.00 •/� M.DO V SEm MIXTURE I WITH TYPE 1 MULCH. v 4" D TOPSOIL AND MnD OT SEE SEE D MIXTURE 25B WITH TYPE 1 MULCH. INSTALL V THICK CLAY SHEET NO. LINER UP TO ELEVATION 0 50' 100' 150' �/ 964.00. T OF SCALE IN FEET 7 DETENTION POND GRADING z O_ L w 0 w n a3: a O v ° a a o 3 M z i \ M C1 N } `0 W z y w z Li uj a o a c o r b `m o v ° co C E �i c a _ - wv` s �a v Uc o w Oy 2 0 N o o - � »�- E , r7 C v Q It `D a, c� $.wo - w in 0 V 1 O n, 040 - Y•1 q . VIC ail m $ T O� E- U a z z z (n L. LLt H- H= Z 0_ nQ O CL :2 Q w ILLI Z o >_ x Q (n U L1J J_ ©ENERAL SITE WORK NOTES /° • CONTRACTOR TO VERIFY THE LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO BEGINNING ANY CONSTRUCTION BY CALLING GOPHER STATE ONE -CALL (1- 612 - 454 -0002 METRO AREA, CONSTRUCT 300 CY r ,..• ' 1- 800 - 252 -1166 OUT STATE) TEMPORARY SEDIMENT TRAP ' REMOVEiFOLLOWING ESTABUSHMEN,Y • VERIFY HORIZONTAL LOCATION AND ELEVATION WHERE A CONNECTION OF VE*TADVE COVER.' ref TO EXISTING PAVEMENT, STRUCTURE, PIPE OR OTHER SITE FEATURE PIPE PIPE PIPE STRUCTURE III SIZE LENGTH SLOPE M5 101 N A N A N/A CBMH 102 24" 88' 0.61% CBMH 103 24" 28' 0.5D% FES 104 24" 28' 10.00% CBMH 105 15" 72' 3.71% PS 106 15" 26' 0.507 FES 107 12" 30' 0.00% FES 108 N/A N/A N/A CBMH 109 18" 35' 0.50% CBMH 110 18" 120' 0.71% CBMH 111 18" 31' 0.80% CBMH 112 18" 304' 0.60% CB 113 15" 106' 0.50% CB 114 15" 122' 5.43% CB 115 15" 48' 2.67% 2' HIGH BERM 12 ' 1 " -2" WASHED GRAVEL ALL SLOPES ON THE BERM SHALL BE 4:1 MAXIMUM TEMPORARY SEDIMENT TRAP OUTLET BERM ROCK CONSTRUCTION ENTRANCE WOOD FIBER BLANKET NI EL RIP -RAP TREE PROTECTION FENCE SOIL BORING INLET PROTECTION BUILDING PAD AREA SPK IN TCPP, 1ST POLE W OF GOPHER STATE ONE CALL RAILROAD, N SIDE CO. RD. 38 T4.. I`.I A 651 -4 54 0002 ELEV.= 952.81 MIN. Toll Free 800 OSGS BENCH MARK 6RDS, 57D DISC IN CONC. POST, 24' N & 210' W OF THE IN7ERSEC710N OF TH3 & CO RD. 38 ELEV =978.27 WADINQ & EROSION CONTROL NOTES •INSTALL EROSION CONTROL AND TREE PROTECTION MEASURES BEFORE BEGINNING SITE GRADING ACTIVITIES. SOME EROSION CONTROLS SUCH AS BALE CHECKS AND TEMPORARY SILT PONDS MAY BE INSTALLED AS GRADING OCCURS IN THE SPECIFIC AREA. MAINTAIN EROSION CONTROLS THROUGHOUT THE GRADING PROCESS AND REMOVE WHEN TURF HAS BEEN ESTABLISHED. • CONTRACTOR TO ADHERE TO ALL REQUIREMENTS OF THE MINNESOTA POLLUTION CONTROL AGENCY N.P.D.E.S. PERMIT, INCLUDING THE REQUIREMENT TO MINIMIZE THE AREA DISTURBED BY GRADING AT ANY GIVEN TIME AND TO COMPLETE TURF RESTORATION WITHIN THE TIME REQUIRED BY THE PERMIT AFTER COMPLETION OF GRADING OF AN AREA. ALL EXPOSED SOIL AREAS WITHIN 100 FEET OF A WATER OF THE STATE OR ANY STORMWATER CONVEYANCE SYSTEM WHICH IS CONNECTED TO A WATER OF THE STATE MUST BE STABILIZED WITHIN 7 DAYS. • ALL CONSTRUCTION ENTRANCES SHALL BE SURFACED WITH CRUSHED ROCK ACROSS FULL WIDTH FROM ENTRANCE POINT T0'50 FEET INTO THE CONSTRUCTION ZONE. SEE DETAIL. • CONTRACTOR SHALL STRIP, STOCKPILE AND RE- SPREAD EXISTING ON -SITE TOPSOIL TO PROVIDE A UNIFORM THICKNESS ON ALL DISTURBED AREAS TO BE SODDED OR SEEDED, EXCEPT NEW BOULEVARD AREAS BETWEEN THE STREET RIGHT OF WAY AND PROPOSED BACK OF CURB. STOCKPILE TOPSOIL ADJACENT TO THE RIGHT OF WAYS FOR RESPREADING IN THE BOULEVARDS AFTER PRIVATE AND PUBLIC UTILITY SERVICE LINES ARE INSTALLED. • EXISTING GRANULAR MATERIALS SHALL BE SEGREGATED AND STOCKPILED FOR REUSE ON -SITE. • GRADES SHOWN ARE FINISHED GRADES. • FINAL GRADING TOLERANCES ARE f0.2 FEET OF PLAN GRADES. • GRADE LOTS TO PROVIDE A MINIMUM 1 FOOT DEEP DRAINAGE SWALE ALONG PROPOSED PROPERTY LINES UNLESS SPECIFICALLY SHOWN OTHERWISE BY DRAINAGE ARROWS. • UNDER PAVEMENTS COMPACT THE UPPER THREE FEET OF SUBGRADE TO 100% STANDARD PROCTOR DENSITY AT OPTIMUM MOISTURE CONTENT AND 95% STANDARD PROCTOR DENSITY BELOW THE UPPER THREE FEET OF SUBGRADE. OUTSIDE OF PAVEMENT AREAS COMPACT EMBANKMENTS TO 95% STANDARD PROCTOR DENSITY. • TURF RESTORATION IS SEEDING IN ACCORDANCE WITH MNDOT 3876, SEED IS MXTURE 90B AT 50 POUNDS PER ACRE, TYPE 1 MULCH AT 90% COVERAGE WITH DISC ANCHOR. WETLAND SEEDING IS MNDOT MIXTURE 258 AT 25 POUNDS PER ACRE, UPLAND BUFFER IS MNDOT 58 AT 30 POUNDS PER ACRE, WITH FIBER BLANKET. (INSTALL ONLY WHERE GROUND IS DISTURBED) ALL SEEDED AREAS ARE TO RECEIVE TYPE I MULCH AND DISC ANCHOR OR FIBER BLANKET, • SLOPES AT 3:1 OR STEEPER, AND /OR WHERE INDICATED ON THE PLANS SHALL BE SEEDED AND HAVE A WOOD FIBER BLANKET INSTALLED OR MAY BE HYDROSEEDED WITH TACKIFER MULCH. • NORMAL WATER ELEVATION IS AN ENGINEERING TERM RELATED TO THE VOLUMETRIC CAPACITY / OR HYDRAULIC OPERATION OF A PONDING AREA. IT DOES NOT IMPLY A TYPICAL SURFACE ELEVATION WITHIN THE PONDING AREA, OR THAT WATER WILL BE RETAINED IN THE PONDING AREA ON A NORMAL BASIS. • INLET PROTECTION IS TO BE USED DURING CONSTRUCTION. SEE DETAIL • LOWEST FLOOR ADJACENT TO POND OR WETLAND, HIGHER OF 3.0 FEET ABOVE NORMAL WATER LEVEL OR 1.0 FEET ABOVE HIGH WATER LEVEL. • LOWEST OPENING (DOOR OR WINDOW) 1.0 FEET ABOVE EMERGENCY OVERFLOW ELEVATION (E.O.F.) • GARAGE MINIMUM 1.5 FEET ABOVE TOP OF CURB AT DRIVEWAY, MAXIMUM 10% GRADE. • CONTRACTOR SHALL PROVIDE A MINIMUM OF 2 ROWS (3' MIN.) OF SOD BEHIND ALL CURBS. • OUTSIDE OF STREET RIGHT -OF WAYS, STRIP EXISTING TOPSOIL PRIOR TO BEGINNING CONSTRUCTION. RESPREAD TOPSOIL AND RE- ESTABLISH PRE- EXISTING TURF COVER AFTER CONSTRUCTION IS COMPLETED. • IN STREET BOULEVARD AREAS, SPREAD TOPSOIL STOCKPILED ON -SITE AND SEED & SOD AFTER INSTALLATION OF GAS, TELEPHONE, ELECTRIC, STREET LIGHTING AND CABLE TV IS COMPLETED. • REMOVE ALL CLAY MATERIAL WITHIN ALL PUBLIC RIGHT OF WAYS PER CITY OF ROSEMOUNT TYPICAL STREET SECTION. • FINAL LOCATION OF ALL UTILITIES SHALL BE DETERMINED BY THE CITY OF ROSEMOUNT AT THE TIME OF FINAL DESIGN. • CONTRACTORS CONSTRUCTING RETAINING WALLS GREATER THAN 4 FEET IN HEIGHT SHALL SUPPLY THE CITY A WALL DESIGN CERTIFIED BY A LICENSED ENGINEER. EL.971.00 •/� M.DO V SEm MIXTURE I WITH TYPE 1 MULCH. v 4" D TOPSOIL AND MnD OT SEE SEE D MIXTURE 25B WITH TYPE 1 MULCH. INSTALL V THICK CLAY SHEET NO. LINER UP TO ELEVATION 0 50' 100' 150' �/ 964.00. T OF SCALE IN FEET 7 DETENTION POND GRADING z O_ L w 0 w n a3: a O v ° a a o 3 M z i \ M C1 N } `0 W z y w z Li uj a o a c o r b `m o v ° co C E �i c a _ - wv` s �a v Uc o w Oy 2 0 N o o - � »�- E , r7 C v Q It `D a, c� $.wo - w in 0 V 1 O n, 040 - Y•1 q . VIC ail m $ T O� E- U a z z z (n L. LLt H- H= Z 0_ nQ O CL :2 Q w ILLI Z o >_ x Q (n U L1J J_ ©ENERAL SITE WORK NOTES /° • CONTRACTOR TO VERIFY THE LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO BEGINNING ANY CONSTRUCTION BY CALLING GOPHER STATE ONE -CALL (1- 612 - 454 -0002 METRO AREA, CONSTRUCT 300 CY r ,..• ' 1- 800 - 252 -1166 OUT STATE) TEMPORARY SEDIMENT TRAP ' REMOVEiFOLLOWING ESTABUSHMEN,Y • VERIFY HORIZONTAL LOCATION AND ELEVATION WHERE A CONNECTION OF VE*TADVE COVER.' ref TO EXISTING PAVEMENT, STRUCTURE, PIPE OR OTHER SITE FEATURE Associates Inc. UL I JAM IVILLANU 11202 FAIRFIELDS ROAD 135TH S7REET WEST 7 I I 1 '�I���� "IIIN��� ulHulll PIII U II N� 'v r hl4 © I,6I I�hpll l�l) II'llu q f � � I I1 II mI I a RE 972, IE �Illljll lllf 1 # Ih� 5 r h 'I ICI I I I III II: 1 t r I' 1 � .al 3 „g��I�p S jig NOR- IIII � I! � I µ J y 1wa I Ili l ' !at ep I I I fl 1 , r �f� }{ I� M .+F �ill� a.! - r ® II •I� 1 N 4D li l��lli 'll i "a l r � I' r' � II'µ lily! 13pwi ' IIII 1 0. l u • •1 �I 9 rGf 1 • 1 • � N� 11r ���I�� I I� � vs� I 1 �iCY•) ®' =yam � %f��:�17IZN1 1 ��r��"�� {� I II� _ i1 ���•t i ° 1 r { Q .:: II I III � NI II I III O I�r 1 ���� II AirlHll� BISCAYNE POINTE 5TH ADDITION WATER MANY NOTES • WATER MAIN IS DUCTILE IRON PIPE, CLASS 52. INSTALL WITH 7.5 FEET OF COVER. • WATER MAIN SHALL BE INSTALLED WITH A 10 FOOT HORIZONTAL SEPARATION TO THE STORM AND SANITARY SEWERS UNLESS SHOWN OTHERWISE. • ALL WATER MAIN CONSTRUCTION IS IN ACCORDANCE WITH THE CITY OF ROSEMOUNT SPECIFICATIONS. • WATER MAIN ELEVATION SHALL BE ADJUSTED TO PROVIDE AN 18 MINIMUM CLEARANCE TO STORM AND SANITARY SEWERS AT ALL CROSSINGS. • ALL MECHANICAL JOINTS SHALL BE RESTRAINED WITH MEGALUGS • ALL WATERMAIN FITTINGS INSTALLED WITH COR -BLUE BOLTS. • LENGTH OF PIPE SHOWN ON PLAN FOR HYDRANT LEADS ARE MEASURED FROM CENTER OF WATERMAIN TO CENTER OF HYDRANT. • ALL WATERMAIN SHALL BE WRAPPED IN POLYETHYLENE ENCASEMENT PER CITY STANDARDS • WATER SERVICES TO BE INSTALLED IN THE SAME TRENCH PARELLEL WITH THE SANITARY SERVICES ON A BENCH A MINIMUM OF 18" ABOVE THE TOP OF SANITARY SEWER SERVICES. • ALL WATER SERVICE PIPE TO BE 1” COPPER TYPE 'V. LEGEND PROPO .._.-- ....... ....... ....... .................. 0 4 - 0 �3E•3f�L N I+V m D. SB #1 Q5 RIGHT -OF -WAY LINE PROPERTY LINE EASEMENT LINE CURB LINE SANITARY SEWER/ MANHOLE WATER MAIN FIRE HYDRANT W/ AUX. VALVE GATE VALVE CATCH BASIN /STORM SEWER/MANHOLE FLARED END SECTION W /RIPRAP DRAINTILE SANITARY FORCE MAIN SOIL BORING z O li v 0 F- O O� w U Q 0 0 M a } m a w ¢ _ U V 3 C 0 c „• of c {a — mvE• z D so— Cw O d y �E,,vy O �o 0 v� oa o m a m. N 3 z a - n.3_ in 0 •+r H q v , V � e 1— () Z d Z a Z 0 W W F- F- O� 0 W a m O W t Q Z O W a :2 4 W w 0 D] � SHEET NO. 0 50 100' 150' C J OF SCALE IN FEET 7 FIEF AL WE WORK NOTES • CONTRACTOR TO VERIFY THE LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO BEGINNING ANY CONSTRUCTION BY CALLING GOPHER STATE ONE -CALL (1- 612 - 454 -0002 METRO AREA, 1- 800 - 252 -1166 OUT STATE) • VERIFY HORIZONTAL LOCATION AND ELEVATION WHERE A CONNECTION TO EXISTING PAVEMENT, STRUCTURE, PIPE OR OTHER SITE FEATURE IS TO BE MADE. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES OR VARIATIONS FROM THE PLANS. • REFERENCE TO MNDOT SPECIFICATIONS SHALL MEAN DIVISIONS II AND III OF THE 1988 SPECIFICATIONS FOR CONSTRUCTION AND THE 1994 SUPPLEMENTAL SPECIFICATIONS. • ALWAYS VERIFY BENCHMARK ELEVATIONS BETWEEN TWO BENCHMARKS. • SITE ACCESS IS ONLY OFF COUNTY ROAD 38 . • SEE LANDSCAPE PLANS FOR TURF RESTORATION REQUIREMENTS. • TOPOGRAPHIC SURVEY BY JOHN OLIVER ASSOCIATES IN C.. • FINAL LOCATION OF ALL UTILITIES SHALL BE DETERMINED BY THE CITY OF ROSEMOUNT AT THE TIME OF FINAL DESIGN. Dot 21C SANITARY SEWER NOTES 21c • SANITARY SEWER MAIN LINE PIPE IS P.V.C. SDR 35 FOR CLAY SOILS UP TO 20 F00T DEPTH OF INSTALLATION AND 25 FOOT DEPTH FOR SANDY SOILS, AND SDR 26 OVER THESE DEPTHS. ALL SERVICE PIPE IS P.V.C. SDR 26. • ALL SANITARY SEWER CONSTRUCTION IS IN ACCORDANCE WITH THE CITY OF ROSEMOUNT SPECIFICATIONS. • ALL SANITARY SERVICE PIPE TO BE 4" P.V.C. SDR 26. Call 118 Hour-; helor- d gc ing GOPHER STATE ONE CALL W;tl - 1>> Area 6 4 0 MN Toll Free 800 - .252 - -1'6b SPK IN TCPP, 1ST POLE W OF RAILROAD, N SIDE CO. RD. 38 ELEV 952.81 USGS BENCH MARK 6RD5 S7D DISC IN CONC. POST, 24'N & 210' W OF 7HE IN7ERSEC710N OF TH3 & CO R0. 38 ELEK= 978.27 5: \�k \I�yZiy7y9 i,IM 'ii' /.SUII i, it /Sf(1._J. i1 =�!}1" i 7 7 3 � v � b^l�� ' �yH� NOU WhA 00 noSn o� o 'm m 2 m N 0 1 � C O — O O ZO Cos ZOA �mA-a C a C m n N z Z C W'�I N m WN O{ J D p y m ( A D r N N C C M f* { I N 1 0 N z V z z Z O N Np A m 2 J � N C x D O Jr - m j.Zl N• { cDZm =AO{ o Z N C �m N N O � mm 0 O m z g� m c� < j � �7 o� O M z m C7 o � O O Z m" mA � ` N O Z z A o z m � o m v c m p C O r m N O D v z z ; Nrr O I� 0 z 0 rr 0 I 6I / Im I I` - I I I' I ca I m > z M 0 `:. L N go�d � -n Z c mmz� la �• ` N D m m C —1 ' C �m� fTl m Am ODOArO .. I 0 co vmAZ o 0 1 A =((n - ` � o ' Ou m D m ;0 -< Z ZZ8 m D�n� c cc oo� 0 H - z �7 Z Z c cco — z4mc11 O 0,=cZi r r1m H O , ,� { C a a)co N�z � �n N NAC1 Z m m a amom' A — - - c czo 0 0o c c�" o Amm A - Nz x mop A A O O mo m x 0 NN z I zn ' z z - - 4m, � �c1� - I `g D A A D F A A Z Zf f < < Tm7 � � �DZO� D 0ON i i D<� = DDS 4 OZ-4 Z Z-10{ m mm n no m o =1 D z , 2 A3 D Nm D D (:)Oz 3 OZ m 3 OCmO� � �_ Z - -u Z D D VD p pE m mmz ?�mxcni Z Z�� Z Z m mor Z ZQ N p<x Cm� m m ' s O O p p m mo m m3zN m m om zoo �� � ��� m mm o (p O 'rn BISCAY RNE P O IN T MN FOR: OK I I p� 0 o GILES PROPERTIES, INC J PRELIMIN TREE INVENTORY REV DESCRIPTION I hereby certify that this plan wa t DAB 10J8/03 NO. DATE _ ---- -- A Inc . DESIGN 8Y: JRH 1 11 5 03 CITY C OMMEN" Joh Of Ass®o t p sup ryesonyand that 2 12 5 43 _ CIT COMMEH Licensed Professional ionine under DRAWN BY: JRH -- U11 COMMEN soa. 3 12 31 03 a 200 the laws of the St CHECKED 6Y: JC8 &urr6svitEe. YN 58337 ` DWG FILE: 1523L21`1 {9621894 -3046 (Fd.ai�94- 3 "" ", NIA Signe O TEXT FILE: A Jay R. Hill 2¢ NO.: 1523.11 1 � J Reg. No N 0 0 w 0 J O a N o' m N j n O „U. m V .a C") 91 u_ c. - M n. Q , c, C m C) J A r Da m2 of I c� dos ' f I N 0 0 w 0 J O a N o' m N j n O „U. m V .a C") 91 u_ c. - M n. Q , c, C m C) J A r Da m2 of I c� dos ' f I John Oliver & Associates Inc. tJL1 I f OM14L NIGLANU 11202 FAIRFIEL.DS ROAD RITZ 5 +03.1 DOf 21C 1 " cc,1 1u� t C 1 l'`�L R J rl GppHE 1 4° oc' - Lam' ; f 1 zF.'l.-�1Y+J Z t ;tje= ' o 5 g - (Nin To11 Free '" n. W O a PLANTING NOTES: Contractor shall provide begins on the dote of th planting. Replacement plok commencing upon plontint }nitlol ;e All plants to be northern -t Plants to be installed as pt Use minimum 12" loom plat of hole). d pottom Contractor shall verify location Staking of trees optional; repcnts. Wrap all smooth - barked trees - Open top of burlap on BB mate break apart peat pots. ,nd Prune plants as necessary - pet branching. .t Poor Owner shall be responsible for ma Plants shall be immediately planted by the Owner. materials if necessary; temporary of Sod shall be installed along oil road to the curb. a djoaent Alt trees shall have 4" of shredded hi careful not to let the mulch rest on t ase of each tree Sod shall be free from weeds. sticks, ; Area be seeded shall be seeded wit approved by the City. t to be W d D L M N Z � N a s m '5 Q O p r C O 70 C ooyon� ° a mam O a' rn to yjy ` a v c N ° m w � y1 4 b� x 4 w S l it CPR is W SPK I S E CO R F RAIIRDAg 81 IN LEI BENCH MA & 210' 3 E OSG POST; CON (25ECilON OF 'fH IE�y,a978. 2 2 =I W ice° 0 M U3 O Y � 4 tl n C 150 100 50 0 1N NO• 7 SCAB 1zls, $,��aavWj4l�11tas � 1 ad" v \YHt�Wx+PHr\� 5•t stsv� p BISCAYNE POINTE 5TH ADDITION i c ABOVE APPRU��"