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2017.09.05 CC Packet
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2017.09.05 CC Packet
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9/13/2017 10:04:56 AM
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City Council
Document Type
Agenda/Packets
Meeting Date
9/5/2017
Meeting Type
Regular
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o 2017 Westwood Professional Services, Inc. <br />\ \ \ \ \\ \ \ \\ I II // //100 <br />// // \� •�� \\\ <br />I / <br />/ J <br />STMH-522- <br />\\ \\ \\ \\ \\\'STMH-53 < CBMH-51 <br />- `�� ADJUf MH CASTING <br />\\ 8'� ITUMINOUS TRAI\ (TYP.) J �� 7g� <br />\ \ URMOUNTABLE C {CRETE CURB & a <br />GUTTER (TYP ) S DETAIL SHEET 10 <br />x <br />x <br />x <br />x <br />I \ x <br />I <br />FILT ATION BASIN MEDIA INSTALLATION <br />SHALL 3E DELAYED UNTIL SUCH TIME AS _j <br />\ \ - - - - ` . / / T E MAJORITY OF THE PERMANENT \ z \ <br />\ \ 41 I I I 8� n�lQ0 / T RFING HAS BEEN ESTABLISHED IN Q <br />\ \ STMH-54 I, CB -6 470 / / CONTRIBUTING DRAINAGE AREA , o T <br />CBMH-50 <br />ADJUST G.V (TYP.) <br />ONNECT TO E <br />XISTING <br />STORM SEWER <br />J <br />MATCH EXISTING ROA& <br />TRAIL AT STATION _1 +89.99 I \ <br />RIP RAP OVERFLOW <br />I I \ \ \ \ 4" CLEAN UT (TYP.) \ \ I I r0INV <br />4" PERFORATEC\\DRAIN TILE \\ II II I I // // // \��\ \ CLEAN OUT OC -101 <br />/> .\ \\\\\ (TYP.) (SE DETAIL <br />I I \ J <br />CBMH55 <br />10 <br />MH - <br />II \ <br />i END STREETI TRAIL CONSTRUCTION / �I �- - _ - �, \'------------ J I I <br />I I AT STATION 24+05/ PRESERVE COURT FES 1 0 <br />J I 15 RC A ON w/TRASH GUTA�D FES -65 <br />I < u J i ------------- 11 2.9 Y CLASS 3 RIP R P PRO I <br />VIP A LED ON 1.4 Y GRANULAR FI TR <br />( E DETAIL SHE T 19) <br />/ <br />2-� O / J FES- 4 <br />PRO V 5" HEAD , / \ �\ \ \ y \ \ �� / `�'y� 157 C APRO w/TRASH GU D <br />2.9 CY1 CLASS 3 RIP AP <br />INSTALL'ED/ON 1.4 CY1 GRANULAR FI TER <br />(SEE DETAIL SHEET 9) <br />O� <br />X 000 <br />co O) <br />t-- 00 <br />r-JLO <br />�N <br />0-) 0) <br />M 0) <br />L.P. ELEV <br />_tI' <br />fid- <br />�d <br />0-) 0) <br />0� 0) <br />0-) 0) <br />O� <br />X 000 <br />co O) <br />t-- 00 <br />ro M <br />ro M <br />0-) 0) <br />M 0) <br />L.P. ELEV <br />= 938.81 <br />L.P. STA = <br />22+62.04 <br />PVI STA = <br />22+77.83 <br />PVI ELEV <br />= 938.36 <br />A. D. = <br />4.01% <br />K = <br />24.95 <br />100.00' <br />VC <br />H.P. ELEV <br />= 940.50 <br />FABLE <br />ROAD <br />NORTH <br />21+00.00 <br />PVI ELEV <br />= 940.80 <br />A.D. _ <br />-2.41% <br />K = <br />M <br />100.00' VC <br />O <br />00 (0 <br />It N <br />O <br />00 <br />(p <br />'t <br />N <br />O <br />IE (NW) = 932.14 <br />�p <br />r7 Ul <br />r-) N <br />N r r <br />N <br />IE (SE) = 931.60 <br />cN <br />W <br />�O) <br />�O <br />00'0 <br />00O c0' O) <br />_0O) 0,00 <br />00 <br />� <br />� <br />Q0' (6 <br />(-0'(6 <br />Ln L6 <br />r7 r7 <br />r� - <br />ro � <br />ro I• ro M <br />ro M _t M <br />M <br />r7 M <br />r1 M <br />rO M <br />ro M <br />ro M <br />CY)(3) <br />CY)0) <br />CY) (3) <br />0)0) MO) <br />0)0) cy)0) <br />0)0) <br />0_)O) <br />CY)0) <br />0_)O) <br />CY)0) <br />0_)O) <br />H.P. ELEV <br />= 940.50 <br />H.P. STA <br />= 20+93.11 <br />PVI STA = <br />21+00.00 <br />PVI ELEV <br />= 940.80 <br />A.D. _ <br />-2.41% <br />K = <br />41.48 <br />100.00' VC <br />too <br />100' - 15" RCP <br />CL 5 ®0.65% <br />98' - 15" RCP <br />0 <br />OR 00 <br />to <br />00 <br />- 15» RCP <br />CL 5 ® 0.65% <br />199'�, <br />RE = <br />IE (E) <br />+ M <br />N <br />0 <br />+ <br />O) <br />N 0) <br />N <br />M <br />Cy) <br />N <br />II <br />II <br />N <br />IE (NW) = 932.14 <br />II <br />� II <br />D=7.1 <br />D=6.7 <br />IE (SE) = 931.60 <br />U <br />W <br />a_ <br />W <br />> W <br />> <br />J <br />SKIMMER STRUCTURE <br />2. PIPE CUT-OUTS TO BE LOCATED <br />WHERE REQUIRED. <br />REVISED: 07/20/17 <br />a_ <br />w <br />7% <br />STUB -57 <br />- <br />IE (SE) =935.0362' _ 15" RCP 82' - 15" RCP <br />CL 5 ® 0.33% CL 5 ® 0.50% 138' - 15" RCP <br />STMH-56 CL 5 ® 0.65% <br />RE = 940.06 CBMH-55 <br />IE (E) = 934.82 RE = 938.38 <br />IE (NW) = 934.82 IE (W) = 934.41 <br />D=5.2 IE (S) = 934 32 <br />25 24 <br />Westwood <br />Phone (952) 937-5150 7699 Anagram Drive <br />Fax (952) 937-5822 Eden Prairie, MN 55344 <br />Toll Free (888) 937-5150 westwoodps.com <br />Westwood Professional Services, Inc. <br />IE (E) = 934.32 <br />D=4.1 <br />CB -63 <br />RE = 938.38 <br />IE (N) = 934.57 CBMH-55 <br />D=3.8SEE ABOVE <br />25' - 15" RCP <br />CL 5 ® 1.007 <br />23 22 <br />0 <br />O <br />0 04 <br />+ O <br />-.t0 <br />N O <br />II II <br />> J <br />CL w <br />CB -62 <br />RE = 937.87 <br />IE (E) = 933.95 <br />D=3.9 <br />26'- 15" CBMH-51 <br />CL 5 CSD 0.987 SEE BELOW <br />EXISTING <br />GROUND (TYP.) <br />/ <br />/ \ <br />I hereby certify that this plan was prepared by me or under my <br />direct supervision and that I am a duly licensed PROFESSIONAL <br />ENGINEER under the laws of the State of Minnesota. <br />John Bender, PE/ <br />Dabs 08/16//17 License No. 43358 <br />21 20 19 18 <br />Reviaiom <br />08/16/17 - City Comments <br />RM <br />Checked: JIiB <br />Drawn: OB <br />Record Drawing by/date: <br />0) 0 <br />LO <br />0) Uj <br />00 <br />� rn <br />C/L GRADE (TYP.) J <br />PROPOSED N w <br />C/L SUBGRADE (TYP.) <br />58, <br />CL 5 ® 2.CP <br />EX <br />CBMH-50 2 RCP <br />RE = 935.70 <br />IE (NW) = 929.41 <br />IE (S) = 927.76 <br />D=7.9 <br />17 16 <br />Profile A <br />920 920 <br />PROPOSED <br />GRADE (TYP.) <br />915 FES -65 915 <br />IE = 913.90 <br />30'-15» FES -64 <br />HDPE IE = 913.50 <br />® 1.339; <br />910 910 <br />EXISTING <br />GROUND (TYP.) <br />905 905 <br />0 1 <br />Prepared for: <br />Elmicrest Investments, LLC <br />3500 Willow Lake Road <br />Vadnais Heights, Minnesota 55110 <br />Call 48 Hours before digging: <br />GOPHER STATE ONE CALL <br />Twin City Area 651-454-0002 <br />Mn. Toll Free 1-800-252-1166 <br />GENERAL NOTES: <br />• RADIUS TO BE B618 C. & G. <br />WITH 10' TRANSITION FROM <br />SURMOUNTABLE CURB <br />DENOTES GUTTERLINE ELEVATION <br />9P AT INTERSECTIONS <br />ALL RCP SHALL BE CLASS 5, <br />UNLESS OTHERWISE NOTED <br />PIPE LENGTHS SHOWN INCLUDE THE FLARED <br />END SECTION LENGTH. <br />CASTING NOTE: <br />CATCH BASIN CASTINGS SHALL BE SUMPED <br />0.15' BELOW GUTTERLINE, MANHOLE CASTINGS <br />SHALL BE SUMPED 0.05' BELOW PAVEMENT <br />ALL CB, CBMH & STMH WITHIN 10' OF <br />HORIZONTAL DISTANCE TO THE WATERMAIN <br />SHALL BE CONSTRUCTED WITH POURED <br />INPLACE INVERT & SHALL UTILIZE WATER <br />STOP GROUTING RINGS <br />NOM <br />THE VERTICAL DATUM OF THIS PLAN IS BASED <br />ON THE NGVD 1929 ADJUSTED GEODETIC <br />DATUM IN US SURVEY FEET. <br />NGVD=NATIONAL GEODETIC VERTICAL DATUM <br />A <br />100' - 15" RCP <br />CL 5 ®0.65% <br />98' - 15" RCP <br />83t <br />STMH-54 <br />CL 5 ® 0.64% <br />- 15» RCP <br />CL 5 ® 0.65% <br />199'�, <br />RE = <br />IE (E) <br />940.19 <br />= 933.42 <br />STMH-53 <br />RE = 939.83 <br />STMH-52 <br />- 15 RCP <br />CBMH-51 CL 5 ® 1.107 <br />IE (W) <br />= 933.42 <br />IE (SE) = 932.77 <br />IE (S 938.84 <br />E E) = 932.14 <br />RE = 937.85 <br />D=6.8 <br />11 1 IS= <br />III -III -I 11=III-1==II 11=I 11=I I I <br />II II II�II�II�II�IHII�II II ' <br />= I-III-III-III-ll=l 1=ITI= <br />SII TII TIIII III TII. TII�IIIIIIIIIIII <br />IE (W) = 932.77 <br />IE (NW) = 932.14 <br />IE (W) = 933.69 <br />IE (NW) = 931.60 <br />E=915.9 <br />\-6" <br />D=7.1 <br />D=6.7 <br />IE (SE) = 931.60 <br />NOTE: <br />D=6.2 <br />I hereby certify that this plan was prepared by me or under my <br />direct supervision and that I am a duly licensed PROFESSIONAL <br />ENGINEER under the laws of the State of Minnesota. <br />John Bender, PE/ <br />Dabs 08/16//17 License No. 43358 <br />21 20 19 18 <br />Reviaiom <br />08/16/17 - City Comments <br />RM <br />Checked: JIiB <br />Drawn: OB <br />Record Drawing by/date: <br />0) 0 <br />LO <br />0) Uj <br />00 <br />� rn <br />C/L GRADE (TYP.) J <br />PROPOSED N w <br />C/L SUBGRADE (TYP.) <br />58, <br />CL 5 ® 2.CP <br />EX <br />CBMH-50 2 RCP <br />RE = 935.70 <br />IE (NW) = 929.41 <br />IE (S) = 927.76 <br />D=7.9 <br />17 16 <br />Profile A <br />920 920 <br />PROPOSED <br />GRADE (TYP.) <br />915 FES -65 915 <br />IE = 913.90 <br />30'-15» FES -64 <br />HDPE IE = 913.50 <br />® 1.339; <br />910 910 <br />EXISTING <br />GROUND (TYP.) <br />905 905 <br />0 1 <br />Prepared for: <br />Elmicrest Investments, LLC <br />3500 Willow Lake Road <br />Vadnais Heights, Minnesota 55110 <br />Call 48 Hours before digging: <br />GOPHER STATE ONE CALL <br />Twin City Area 651-454-0002 <br />Mn. Toll Free 1-800-252-1166 <br />GENERAL NOTES: <br />• RADIUS TO BE B618 C. & G. <br />WITH 10' TRANSITION FROM <br />SURMOUNTABLE CURB <br />DENOTES GUTTERLINE ELEVATION <br />9P AT INTERSECTIONS <br />ALL RCP SHALL BE CLASS 5, <br />UNLESS OTHERWISE NOTED <br />PIPE LENGTHS SHOWN INCLUDE THE FLARED <br />END SECTION LENGTH. <br />CASTING NOTE: <br />CATCH BASIN CASTINGS SHALL BE SUMPED <br />0.15' BELOW GUTTERLINE, MANHOLE CASTINGS <br />SHALL BE SUMPED 0.05' BELOW PAVEMENT <br />ALL CB, CBMH & STMH WITHIN 10' OF <br />HORIZONTAL DISTANCE TO THE WATERMAIN <br />SHALL BE CONSTRUCTED WITH POURED <br />INPLACE INVERT & SHALL UTILIZE WATER <br />STOP GROUTING RINGS <br />NOM <br />THE VERTICAL DATUM OF THIS PLAN IS BASED <br />ON THE NGVD 1929 ADJUSTED GEODETIC <br />DATUM IN US SURVEY FEET. <br />NGVD=NATIONAL GEODETIC VERTICAL DATUM <br />A <br />iaDie nu <br />Fifth <br />Addition <br />0' 50' 100' 150' <br />0010423STF01.dwg <br />Date: 07/20/17 Sheet: 8 OF 10 <br />Street & Storm <br />Sewer <br />Construction <br />Plan <br />ELI <br />R-4342 CASTING <br />RE=921.70 <br />II�II�II <br />II <br />1=III=III-III � <br />-ISI-ISI=I�I�II w <br />III=III=III=III=11 � <br />-ISI=ISI=I�I�- <br />a <br />ll-III-1Tl- <br />I III �IIIIIIII III IIIII <br />III=III=III=III-III <br />•-III=III=I 11- =III > <br />48"IIIIIIITIIIII III SII III <br />�II�IIIIIIII�I=1�II�II�I� <br />"' I�IITII�II�II:III <br />IIIIIIIIIIIII��III��III�III <br />III IIII..........II�III�III�IIIII �III�I <br />III�I1I�II�I��II�II�II <br />FES <br />1=III=III=III=III=III=III=III=III <br />I�-I��TI�T�TI=IT�TIz1�� <br />III=IIS=ITI=III=IIS=III--III -100 <br />• -IIS=11�-II��TI�TI�TI� I E= 915.7 <br />-I I-I-III-I-III=J1-I I1=1 -I I <br />TiTili�Ti1lli-lll-III�II�II <br />IIS-III-ITI-I 1=I 1=I 1=I <br />11 1 IS= <br />III -III -I 11=III-1==II 11=I 11=I I I <br />II II II�II�II�II�IHII�II II ' <br />= I-III-III-III-ll=l 1=ITI= <br />SII TII TIIII III TII. TII�IIIIIIIIIIII <br />48'-15" RCP <br />PIPE (0 0.42% <br />I�IIIII- <br />=III=III�TI��II=III�II�II=III=III�II- <br />E=915.9 <br />\-6" <br />MONOLITHICALLY POURED <br />DRAINTILE 915.9 <br />CONCRETE OR PRECAST <br />NOTE: <br />1. BASE TO BE GROUTED TO FORM A <br />SMOOTH INVERT. <br />OCS_101 <br />SKIMMER STRUCTURE <br />2. PIPE CUT-OUTS TO BE LOCATED <br />WHERE REQUIRED. <br />REVISED: 07/20/17 <br />iaDie nu <br />Fifth <br />Addition <br />0' 50' 100' 150' <br />0010423STF01.dwg <br />Date: 07/20/17 Sheet: 8 OF 10 <br />Street & Storm <br />Sewer <br />Construction <br />Plan <br />
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