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I SEM. —.Fmwowm 'pfg mx c a -AM Avoom wmvxw CITY OF HOPKINS CONSTRUCTION PLANS FOR 2012 STREET & CITY IMPROVEMENTS Crff PROJECT NO. 2011 —10 W-I:x UR' nurAmo I Emsm omm, w 8.1-8.8 MIN 9.1' SCH 10.1 0ET 11.1 'M SHEET INDEX I= 4 LEGEND L PtANS WATEWPOLMON PREVWWN PLAN (SM*PP) CMN DETAILS Am )NICA- MLLS ROAD 12.1_12.2 LM AVENUE kORTH 13,t-1&2 WH AVM�t NORRI 14�1 3RD MUT NORTIf W '4TH STREET NOM 1$.i-16.2 Resm ' 6MAL ALLY. 11.1 DOWNTOWN' 18.1 STORM MMMOSSWO DUALS 19.,1 EXCV-qOR 13LVO TRNL 2D.1-20.8 21.1 ki.1-22.2 211 0-1-24.4 25J-254 2!,l -"-.2 Vl-271 28:1- L- 29.13002 THIS PLAN COX VE MEW cf." VAL =.W, UK, 500-7633 MQM*�ffi P.E. imft UE RolmollUffspliE P.E. W AVWM= pai I1= SET CONSISTS . OF .94 SfiEM Nckwm W fz ENEWT 7mmWuLnum MNWE mmagm%'w ims4o vwww MR. Om O'm OLM m w 1"l -al -ow aw-mm now 5W.9 -9 saw 8f2-3 9SPBK[{� =Twr mem *=a 11001 ow 7# cFf=`f7"f WL AWMAMAM E AOM 511 MAM 11,0 cams W 56418. oft =Tim UKM vmdwms*�mmm asmw" no mml p**Ioo ff(*w A $"NAM. UWAY WW"TOW IN, 100 FtAW -4 lmw VOW CANAM Mffl. M "AW AVV%= MJ�QK�MN44M W �" TM L�' AW swcr'"m4m amw we pasum a, low m SUPER"m AM -Pwrl Am. A DONE kaM *& L4W Of IW_WAW 46836 DAM SAM d d T1 06 Ilk -_ 12 06 I6� WMN Ny 1 EA R-1733 SANITARY CASTING PEDESTRIAN RAMP SEE DETAIL (TYP) CELEC MH EDO F © f ROW (TYP) x i ©@i \A 12+61.7,3' RT `< Q STA12+EA 72.7, 3T 1 DJUST \ 1 EA 6" GATE VALVE & BO \ \ \� \ ASTING i \ i \_ r 1 EA HYDRANT -A \ 10 LF 6" WMN \ J \ G=940.49 i 1 EA 6" SLEEV i\ �,, \ 1 EA CONNECT�T�OISTING' WMN y\ 1 �F 6" WMNVALVE BOX 1 EA 6"X6" TEE \ L \ \ \ \ \ SAWCUT CLEAN �\ \ \ \ \ NOTES: , \ VERTICAL EDGE \Z i i \ 2 SEE SHEET 17. FOR GENERAL CONSTRUCTION NOTES. \ \ (FULL DEPTH) PRIOR TO \ / / i \ \ \ PAVING. MA INTO i j.�SEC�SHEETS 7.1-7.7 FOR INTERSECTION DETAILS. EXISTING ELEVATIONS. (TYP) -P• BM=940.86 TNH 960 SE QUAD -11TH AVE. N. & MTKA MILLS RD 960 1 950 �'Ycm 950 1 940 1 920 R� N C4 r n r a mrn mw mX mrn ma mrn rnrn mTa ma, rna mrn rnrn rn rn aia ma, rna, mrn ma, mw rnrn rnrn rnrn ma, O>a, ma ma ma, 920 11+00 12+00 13+00 14+00 15+00 20 0 5 10 I L Way cEROFY,INT MS PLMy SPMMCaON. OR REPORT WITS PREPARED BY NE OR UN OFR W ONIECT 9JPERW90N AND R I AM A OL{LY ULaam ­. SER/NJA B � LT O N 8c M E N Ka INC. RN' °Y MwSNEET CITY OF HOPKINS, MINNESOTA 0 40 HORIZ. VERT. FROFEWWAL ENDINFER UNDER THE LAK OF THE SEATE OF NWNESOM. Consulting Engineers & Surveyors 8.1 owaN 2012 STREET & UTILITY IMPROVEMENTS SCALE FEET SCALE FEET MANKATO. MN FAIRMONT, MN SLEEPY EYE, MN WILLMAR. MN BURNSVILLE, MN MINNETUNKA MILLS ROAD SARAN E. RIPPKE 46636 03/01/2012 67— SER 3 �i0396 CHASKA. MN RAMSEY, MJ MAPLEWOOD, MN BRAINERD. MN AMES. IA 10+00-16+00 H'\H i61R03961\C30\Plana PPt.tlNO 1 t2 &32 am uc x¢N y� LK \ PEDESTRIAN RAMP SPECALLA(7YP))4RKING SEE DETAIL (TYP) SEE SPECIFICATIONS 'P \ <ELEC MH I 'u x L • s OU OU Q OU OU DU • �•• y 1 IA a: '.2T RCP STM - - - - z 1 I • y' 27" RCP STM 12 30• RCP STM 13 rn - cu 14 00 - I 15 00h3' 16 00' ;: . 17 00 18 00 0 19 00 WIAN 71 225' I—i1-1�1—I1y 11 I 1 I——IiI1IIIIIII--II I1 —1�` IIIA—I.1-1—I WMN 6" WMN —:9.+-- — I_--I 1 r• \ 14 d T4A CUA Du \ I 1 —� — ® — — i •i '- i �' S S 1 r.i4 `J F_l3 ' T—�i% — % X X ° - \\`ROW (TYP) X ,/ t -\\-ROW f \\ \ / \r \ SAW LIT CLEAN ' _A VERT] AL EDGE DEPTH) F & I PAVING• MATCH EXISTING ELEVATIONS.�(TYP) \ STA 15+40, 8' RT \ \ / 1 EA 6" GATE VALVE \ \1 1 EA 6" SLEEVE �\ \ �• Z\s EA R-1733 / �` 5 LF 6" DIP \ G ? SANITARY CASTING \ \ ' 1 EA CONNECT TO EXISTING WMN\ vi NOTES: 1. SEE SHEET 1.2 FOR GENERAL CONSTRUCTION NOTES. / \\ / / 77- \ n \ / , 2. SEE SHEETS 7.1-7.7 FOR INTERSECTION DETAIL Q' \ / \ / c - — + BM=935.91 --- — -- -- - TNH 1+157.65• L TA 99TH 960 _-- - _-- __--- -- AVE- N. 960 955 955 -- --- ----- — ----- --- - — -- ---- 950 950 fSTING -- -- -- OE'_OS 945 ROFILE - — -- 945 O ., V7 -$7A_- - 940---1=927.36 - aw ---- ----- - — -------- -- 940 1 --- - -_930:0- 2`SW—- -- ----- — - --- - -- A 18+79.2 ---- - -- --- ----� _-__--------------- --1=927-3-27-5E-------------- --------------- ----- -------..__.-------- - -----------_.------Y-926.06---__._ _.-..._ _. __----------------- - 935---- -- ---- -_� - _926 N -- 935 ------- ----- -- - EXIT-STM 930 --- - - - -— - -- - — - - — - 930 • SIM 925 9 Z 5 --- — — ----- —— --- --- -- -- ---- - EX 6 —_-- wMN -- - - — - — -- — _ -- _— — — -- - -- _._...—Do � � � � N O m N N O O ^ W � O W —� 920 1, ro rUD coro m 'n ui vJ In d3 n 0)® ��, �w �CD ---Mal �ca 0�— �� --0)0 vi ---z vi - d= v .� ri Hi ri "i ri ri n "i n m W —m m - W W m c - ri n n al - 920 15+00 16+00 17+00 18+00 19+00 0 20 40 0 5 10 I KREBT l.ER11FY THAT Rtl3 PLAN. SP10MCK 10N, OR REPORT WAS PREPARED PROFESSIONAL EIVINEER UNDER TRE LAWS OF THE smTE DF ARNNESOTA. W ME 0R UNDER MT OREU SUPP_RASOI ANO 1HRT I AM A DULY UCMfN;I/IE /NJA BOLTON 8c M E N K, 1 NC_"°`°"" CITY 0 F HO P K I NS, MINNESOTA suEEr HORIZ. VERT. - scoLE FEET SCALE FEET Consulting Engineers & Surveyors 2012 STREET & UTILITY IMPROVEMENTS 8.2 E18uRan & MRnk, Inc- 2012. ANRI to RwP,YRd MANKATO, MN FAIRMONT, MN SLEEPY EYE, MN WILLMAR, MN BURNSViLLE, MN MINNEMNKA MILLS ROAD SARAH E. RIPPKE DISIaR H:\HOP T16ID39S1 = PIwv\73396IPPIdNq 3/1 12 &i2 am 46636 uc Nn u°>c 03/01/2012 SER CHASKM MN RAMSEY, MN MAPLEW000, MN fiRAINERO, MN PMES. u 16+00-19+64.05 \ V11, \ PEDESTRIAN RAMP (TYP) SEE DETAIL CHAPEL VIEW CARE CENTER ADJUST CASTING \ ROW (TYP) 1 EA R-1733 SANITARY CASTING ADJUST CASTING 1 EA R-1733 9 --���» u' vcP sTN )) )> » ) SANITARY CASTING f y » )) )� 12' VCP STM - IIH On 01, 1713 s.., ... 26 �i.27 00 LL 28 00 - \ 17 140 10' RCP SAN V. g" RCP SAN 141 29 > - > > > > > >. 8' WMN fi" CIP 'NMN ,G :. pU 1 OU 0 GOU _ G 17A G G '1^T F & I 4✓ \3ja, O T50 © \ & I 5TA 28+ 10, 33' RT Cp \ \ STA 28 883..5, EA E € & B0X \ O \\ \ F & I STA 26+43, 8' RT I EA 6' GATE &BOX \ 1 EA HYDRANT 1 EA 653 12ELF6WMN TE VALVE & BOX -A £ [ S ' \ \ E \ / 1 EA 6: �NE 1 EA COCT TO EXISTING W / \ ^\ \ 1 EA 6" SLEEVEALVE 1 EA CONNECT TO EXISTING WMN 1 EA 6"X6" TEE \ �G \ \ \ \ NOTE \ \\ 1. SEE SHEET 1. ALINTCONSTRUCTIONe OTES. \ \ \ 7.iFOR7GEN 2. SEE SHEETS ION \ \ F & I STA 28+31, 22' RT \ �G \ SAWCUT CLEAN VERTICAL EDGE \ \ 3. TEMPORARY WATER SERVICE SHALL BE PROVIDE \ �� \ \ 1 EA SANITARY MH 1 EA R-1733 i ? \ (FULL DEPTH) PRIOR TO PAVING. MATCH INTO FOR AUGUSTANA CHAPEL VIEW CARE CENTER. \ \ \ SANITARY CASTING \ % �, \ EXISTING ELEVATIONS (TYP) \ �� \ \ \ 2 EA CONNECT TO EXISTING SAN PIPE \ © - - - - - + BM=938.31 - - - ---- - -�- TNH - 1 2a+50 0 _- - - --- "--- -"- - - SW QUAD 950 FLEV 936.05- 7TH AVE. N. & MTKA MILLS RD 950 CLIE LEN=1- 00' - E-0.70. ----- ------ - ------ -- --- ------ ----- -------- ------ ---- --- _ XISTING PROFILE _ 945 945 o ") si _fpI29+90. � 929- PROPO"ED g I` -- - - - - — + N rn - o n —m - -- -- —o o N -- - _ CURVE-LEN-=5D-.3O - - - --- -- --- -�o,v - SRO. LE- — -- - -- - 9 40 + a aw +rn o wn - 940 N N _ O b EL01-q' 4.151 R=924 3B a �,-------------- -------- - --- - -- -- ----- --- ---- __.-- --- r -' R=934.32 --a- w------�-- ui o ELi.VE_LEN=�O. �' 1=918. 8' NW _ 1=920.81 ----.---------...----- 8 W w +�..___-_ o m min - -- E=O li 1=917.09 (10') SE r9,9.-9x,o� m - " ;.,— - ---_ - _ Y=919:57-1-0'-S 935 - V--- 1=918.5 935 930 - --- - - - -- -- — - ---- -- - -- ----- - -- - -�° -- -- - R=92a.29 _ N - 1=918.43 " NE ..I q. N _ +yt__ -± m `1.. ry 930 lE9, 8.-32- a'--NW--- -_--- - 925 — - ---- 925 - ----- --- -- - 920 -- --- -- - - ------ - - IX ,0' ---— -- s4 $TMH- 920 IX 8'I=QlA 77 (2 0 1=918.68 S 915 --- - ---- - - _ - --- 915 _ v - -- -_. -- 7 ----- N� IO p� . -O ----- — -- w----_oNpo i bN 4 N - -V i-R f U - n ^ t0 NN -- --� 910� o n o 27+00 28+00 29+00 30+00 31+00 0 20 40 0 5 HORIZ. VERT. 10 er NE OR UNDER DIRER SUPCRN90N AND 1 I WP AA DULY LUDZED MEPAREO FRDFE590NeL ENCREER UNDER THE LAMS OF THE SD1TE OF NINNESOTA. ER/ND SER/NJA BOLTON 8c M E N K, I N C. ""� °" °`� CITY OF HOPKINS, MINNESOTA SN NJA/JEH 2012 STREET & UTIUTY IMPROVEMENTS SCALE FEET SCALE FEET Consulting Engineers & Surveyors 8,4 C.78altan & Menk, Inc. 2p12. N RfghtN RReerwd MANKATO, MN FAIRMONT, MN SLEEPY EYE, MN WILLMAR, MN BURNSILLE, MN MINNETONKA MILLS ROAD SARAH E. RIPPKE ortalxa H:\HOPK\T16103981 CW\Playa\703981PP3.dN9 3/1/12 8:41 am ,x ,m 46636 DAA 0,3/01/2012 SER CHASKA. MN RAMSEY, MN MAPLEWOOD, MN BRAINERD, MN AMES, IA 26+00-332+00 \ \ II ' i ROW (TYFW t;1 SAWCUT CLEAN VERTICAL EDGE - -kiziJ rill (FULL DEPTH) PRIOR TO d ;:�•. r + 19A PAVING. MATCH INTO EXISTING ELEVATIONS (TYP) N di WMNI a.-- 18 I..: - �. . 3 cl-�. 12'1RP SB /BIO ell(< -.a 34 , 19 1 g RISE CN RC jSTM 20 �� 00- 36 QiTM d 36 4Z TY I I 9k= I 1 1-I 1f-1 E* VCP -SAN .. (4p I -I- I-1 t • \ sT 7YR 5TM. 61,:N -. 9 150 - - -,. - X- - rix - ` - - - - ® 0- m m P G�\ PEDESTR AN RAMP (1YP) SEE DETAIL \ 2 \ NOTES:SEE 2. SHEET 1.2 FOR GENERAL CONSTRUCTION NOTES. SEE SHEETS 7.1-7.7 FOR INTERSECTION DETAILS. \ + BM=926.66 -- - - - -- TNH SE auaD 940 — – - — – -- --- - -- 6TH AVE. N. & MTKA MILLS RD 940 132+70. LEV-923:96 --C TiE-LEpl=S _ G - OPQSEB - E=0:07•- - FIS— PROFILE-__— 935 935 G N 6 N - n v " 930 930 +� +� +aNo n -------_.-- w _--- 1 j m ----- ----- ---- --------._--- - - --._ _------ -- ST 35+87.42- ----- --- 25 _ 1a 19.57 925 925 – 1= an 24" s -- --- – --- -- – --- ---- ---- – -- ----- ---- --- – i=920.24 12 1-9 ffO.77 12 S — 94�LF-24 M-®-0- - - 261 -Lr -24. TM-®-G-V 1 p Ex -Ear _ QVI - ----- ------ – — 920 920 R ARCH PIPE E E- WMN - — 915 — — 915 2#7_1- t8--5 -'L -- 2=5fiMH _ 46_STTMFL- =923.972'}-N�QNN - - -- - - C_T_J_0_EX1 _ ;;-91 _&a9 (2 '� SE 1=920.17 12' S -CONN CT TO EXIS- 9 1 0 910 =919.69 � NE __ I=919.70 4 SE -CON ECT TO.E)a ARCH H918.89 2 NW 1-919.21 4 NW 905 -------- ---- - — 905 N o0 0- �� "� --ter NN rfN �W 10- �v �� cow mr r N m o Od' - M1U; "' M� Ul - --- - ---- - 900 900 --N' NN �� �� Ncr - P`F �� �� �� N N N 010 �� cq �� �� �� �� �� 010 N_N..N 00 �� �� -310 33+00 34+00 35+00 36+00 37+00 0 HOR2. SCALE 20 40 0 VERT. FEET SCALE 5 10 FEET I HEREBY CEmcr "T MI5 WN, WSmVmOK OR REPAIR VA$ Er ME OR UNDER MT DIRECT SUPERVISOR AM THAT w A DUET PROFEMONAL ENGINEER UNDER THE LAWS OF THE STATE OF AWNESOTA. P AREO UCETS® —Y. SER/NJA BOLTON 4& M E N K, 1 N C. Consulting Engineers & Surveyors M CIN OF HOPKINS, MINNESOTA SHEET �•� � WA/"T 2012 STREET &UTILITY IMPROVEMENTS MANKATO, MN FAIRMONT, MN SLEEPY EYE, MN ULLMAR. MN BURNSIALLE, MN MINNETONKA MILLS ROAD _ - SARAH E. RIPPKE — E1ROIton a Nank, Im:. 2D12. All Rfghte Rxewrwd N: HOP T7EI D39E1\WO\Plops 1039E IPP3.dwg 3/1/12 &41 am 46636 03/01/2012 ue xo. oAle SER CHASKA, MN RAMSEY, MN MAPLEW000, MN BRAINERD, MN AMES. IA 32+00-36+55.65 F & I \ \ \ STA 32+15.5, 7' RT 1 EA 6" GATE VALVE & BOX \ 1 EA 6" SLEEVE \\so 1 EA CONNECT TO EXISTING WM i \ bis FLOWERS V =m G �M� 0 4y ROCK RET. WALL \ / ✓`O/NG�`f" RDW �Ti"P� FLOWERS 7j]Ij J CONCR _'' F.'"' NCRETE SIDEWNJ( Z7 ETE SIDEWALK :ti i. b C --I— d" WMN _- 0 M « -O TUMINOUS 3j c .. 12� o i RISE LN RC 34 Ts" Vc SAN - 144 142 — u 143 \ _ q I— fr GP WMN 12 R... STN ' L.... (f cOU CONCRETE SIDEWALK •~, • .f�7 `ALK CONCRETE SIDEWALK A O' •',- ,F 6' W000 35' CHAIN LINK C 7A . -. F� 11 CONCRETE �S e \ ® ®Q 0� �© ® ® LA ROWERS {,,ly 1�,� �C�\/ 4�\\C, A i S � �" l'�l �.,•y` - - F & I / iF & I aD4�9 STA 32+18, 11' RT / \ SRP / / STA 35+34.5, 13.5 RT / \ \ \ \ 1 EA 6" GATE VALVE & BO / 1 EA 6" GATE VALVE & BOX \ 2 1 EA 6" SLEEVE / \ / / 6" SLEEVE \ 1 EA CONNECT TO CASTING WMN \ / E 1 EA CONNECT TO EXISTING MN lul KT p 6 NOTES: 1. SEE SHEET 1.2 FOR GENERAL CONSTRUCTION NOTES. 2. SEE SHEETS 7.1-7.7 FOR INTERSECTION DETAILS. + BM=926.66 — — — — — — ---- — — TNH SE QUAD—STH 950 - - _ _ AVE MTN. & MTM MILLS RD 950 945 - - 945 940 940 -- — - - -- 935 — — _ 935 930 ---- 143 — -- 930 -- — -- - ---- 35 2514=�27' RT STA 35+6291 R=925.41 - -_____—_—__—_--- 925 925 - ---- - - - - - - - -- -- - - 3 LF B" -- -- 920 920 915 915 _..._ 6" WMN --- - - - - - -- J- - -� � - ----- --- - ---- 910 ----- - -------- --- --- — - 910 0 20 40 0 s 10 HORIZ. VERT. SCALE FEET SCALE FEET QBPltan h Menk Inc 2072. All Rtghta RRRRrwd H: HOP 716103987\C3D\Pions\7039BIPP3_UTl.dw 3/1/12 8:07 mn 1 M:RELT ccRiIFT' TINT IMS PUN, SPECIFICATION. ORREPORT AS PREPARED 8 ME OR UNDER MT DIRECT SUPER.ISION -0 THAT IAM A G= UWGEO PROFESSIONAL ENGINEER WIDER TIE LAWS OF THE STATE OF MINNESOTA m_'�D SER/111AB T) LT O N 8c M E N K, 1 N C. Consulting Engineers & Surveyors MANKATO. MN FAIRMONT, MN SLEEPY EVE, MN WILLMAR, MN BURNSVILLE, MN CHASKA, MN RAMSEY. MN MAPLEWOOD. MN 8RAINERD, MN AMES. IA MY. IMP o� CITY OF HOPKINS, MINNESOTA SHEET 8.6 owxN NJA/JEH 2012 STREET & UTILITY IMPROVEMENTS MINNETONKA MILLS ROAD 32+00-36+55.65 SARAH E. RIPPKEoRswn 46636 03/01/2012 ue 10. Ora SER /iElESPECIFICATION OSSWALK MARKING ECIAL (TYP) � OJ o j 15E / 0 158 ' 12, 1 14\ 15 ao 00 .., s� / tri 1 ,3• •4DP s �) 8 L/ /' V JA/ G DE AREA SAWCUT CLEAN TO DRAIN TO 16A 9j / VERTICAL EDGE M NETONKA / (FULL DEPTH) PRIOR TO A LLS RD ` PAVING. MATCH INTO \ISTING ELEVATIONS (TYP) NOTES: 1. SEE SHEET 1.2 FOR GENERAL CONSTRUCTION NOTES. 2, SEE SHEETS 7.1-7.7 FOR INTERSECTION DETAILS. +BM=933.08 TNH —_ __-- SE QUAD — -- — --- — — -- TH AVE. N. & MTKA MILLS RD 950 950 945 945 hl n _ — m — -- — — 940 940 �� �� M M + - W W 935 935 - 930 930 -- ----------- _ _ _. -- --_ ------ --- --- - - - -- - --- -- --- -- ---- - ------ 925 925 -- -- - -- 920 920 - ---- -- -- - 915 915 - -- -- -- ------ --- - - r 910 0,m 0,a, 0,m 0,m O a, 0,m — 910 601+00 602+00 603+00 604+00 605+00 0 20 40 0 HORIZ. VERT. SCALE FEET SCALE aedton d Monk, Inc. 2Dt2. NI Rlghta Reee vetl W\HOPK\T1610398t CJD\Plena\103901 PP3.tlwg 3/1 12 8:41 am 5 10 FEET '"ERR"�"atRM •�W��° �°REPARER in ,R OR VRCER MY OREGT SAK SP R Mlp 1HAT NIA LVLT 11L13bm PROFEWN& B CIRM iN DIR IRE LAWS OF 1HE SWE aF MNNEWIX SER/NJA BOLTON 4k MEN K, SNC. Consulting Engineers do Surveyors MANKATO. MN FAIRMONT. MN SLEEPY EYE, MN WILLMAR, MN BURNSRLLE, MN CHASKA, MN RAMSEY. MN MAPLEWOOD, MN BRAINERD, MN AMES, IA "" °x CIN OF HOPKINS, MINNESOTA s"�T 9.1 2012 STREET &UTILITY IMPROVEMENTS SCHOOL ENTRANCE 600+00-602+38.68 — NA/" SARAH E. RIPPKE 46636 03/01 /201 Z ue •o. YAR SERT SAWCUT CLEAN VERTICAL EDGE (FULL DEPTH) PRIOR TO PAVING. MATCH INTO EXISTING ELEVATIONS (TYP) 0 8 300 i I I( I I V 301+00 ROW TYP ) �i N / Q J / / / �Q =EC/ 88.38 0n3 no + x 302,4- 2 pl / o a 0' N / / 0 � a � �x— -- -- — — -- -- -- — NOTES: 1. SEE SHEET 1.2 FOR GENERAL CONSTRUCTION NOTES. 2. SEE SHEETS 7.1-7.7 FOR INTERSECTION DETAILS. -- -- -- -- -- + SM=933.08 TN H SE QUAD 950 w _ -8TH AVE. N. & MTKA MILLS RD � w PROPOSE � — p-PROFlL - 945 1N 940 -------------- _ a a 935 - - ----- - — - -- 930 -- - - -- - -- 925 - 920 - - - - 915 -- --- -- - ----------- - --- - - -- - -- - - - ---- - ----- - - -- - - -- 91052 301+00 - 302+00 303+00 304+00 305+00 0 2a HORIz. SCALE E18ottun R Menk. Inc. 20tt. Oi Rfghta JR; N:�xoPlC�nato�set coo wms�ta3setPP3.d.q 3/1/12 &41 am ao FEET o s vDa. �—� SCALE 1 o FEET irxnEar e[NDIMW WWMIS nLAKWr saoun WI on eevaerWAS M'SE0o In we I e RE o� R THE LAWS OF ,� E A gy m Pr��oRa Q+c�t�p �trotR THE ups a� ,t� s�Ale � w�,e�u. SFR�A BOLTON 8e MENK, NC. Consulting Engineers &Surveyors MAW<AM, MN FAIRMONT. MN SLEEPY EYE, MN WIUMAR, MN BURNWLLE, MN CHASKA.MN RAMSEY,MN MAPLEWOOD.MN BRAINERD,MN AME5,1A . �+ CITY OF HOPKINS, MINNESOTA sNtFr 10.1 NJA/JEHT 2012 STREET &UTILITY IMPROVEMENTS GETHSEMANE ROAD 300+00-302+36.28 SARAH E. RIPPKE �� 46636 ups 03/01/2012 oma. SER F I / ST 70+55.5, 21' LT 1 HYDRANT I 1 Ep 6" GATE VALVE & BOX I IEP G" SLEEVE I 3 i 10 Lf 6" N soc# I isna 1 EP 6,•X6" TEE 3SnoH 1 EA CONN G WMN °rG I ON Sarril y BQNOQ `':. �r �: N1YM3a15 3138ONO3 XlY 015 333aaN¢° �t `.::.: �: < 0 IF Fr n WAAN & CIP WAIN + - CIP WARN 6 CIP .. 1 � ,T1—I1--I 1 1 1 a - QO I 72 I 72 ' a 1.50 snonnvru , 0 4'YCP sau 151 a' PVC SAN )I9 "0 SAWCUT CLEAN VERTICAL EDGE ^ + (FULL DEPTH) r � NT/M3 IS 313213N _' _ �7l /ryrdlS: l3aQN07 NVi M3a1S 31387 O —�� PRIOR TO PAVING. • rods i _ — — _ _ — — — VR �I MATCH INTO EXISTING ELEVATIONS OW (TYP) °ate o " I �. ADJUST CASTING r 1 EA R-1733 oW SANITARY CASTING a w ale# saN tosA L 3SnQH 35(lOH 35nCK NOTES: 1. SEE SHEET 1.2 FOR GENERAL CONSTRUCTION NOTES. F & I 2. SEE SHEETS 7.1-7.7 FOR INTERSECTION DETAILS. STA 70+33, 10' LT I %,C. ii 1 EA 6" GATE VALVE & BOX 1 EA 6' SLEEVE I 25 LF 6' WMN / 1 EA CONNECT TO EXISTING WMN _ — + BM 926.66 — TNH ----------- -- ---- — ---6TH SE QUAD AVE. 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MN FAIRMONT, MN SLEEPY EYE- MN WILLMAR, MN BURNSMLLE, MN 8TH AVENUE NORTH SARAH I- RIPPKE Lwa:aa E1BOIton & Inc 2Dt2. NI Righta Rlwarved 46636 03/01/2012 SER CHASKA. MN RAMSEY. MN MAPLEWOOD. MN BRAINERD. MN AMES.IA 80+23.87-86+00 H:\HOPK\T1610396t < Plana\1039O1PP2= 3/1/12 8:58 am JM, Lc xo. wia F&1 Z STA 86+70, 10' RT 1 EA 6" GATE VALVE & BOX W 10 LF 6" WMN W 1 EA 6" 5LEEVE ' I 1 EA CONNECT TO EXISTIN WMN 01#3sn ctLY I 3$nDH I $Ola sl I•— I 3SnON I Ecn fill/LL L{I 3SnOH I I I I 35a� J(t`O�H p I I— I I—I 1 ISII-11 L— I�I 84 161 V P SAN. .. 8 - m P AN • ' YCb SAN 7 7 B - SrIONINnE18 . 0 ` D �... �O7 E32 - Q Q ❑Q L.J Q b V'L Sit` 12 PVC STM „ 7N00 J �: �• 1:: i.:?_ .' OTjO'�:.::.. 1.,,, DNOJ ONDO p 1"C PEDE5TRIAN CURB RAMP 0-fP) SEE DETAIL 35n0 I 3SnDH I OLt}/ I 90L} I 35nCH ROW (TYP) I I I 35nCN I ZOIA rlo" I PROTECT RET. WALL STA 86+63, 22' RT SAWCUT CLEAN VERTICAL 1. SEE SHEET 1.2 FOR GENERAL CONSTRUCTION NOTES. 1 EA HYDRANT EDGE (FULL DEPTH) 2. 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VERT KA/JEH 8TH AVENUE NORTH SCALE FEET SCALE FEET MANKATO, MN FAIRMONT, MN SLEEPY EYE, MN VALLMAR, MN BURNSALLE, MN SARAH I— RIPPKE 46636 03/01 /2012 SER CHASKA, MN RPMSEY, MN MAPLEW000, MN BRAINERD, MN AAAES. w 86+00-87+04.34 E1BWmn a Merl' Inc. 2Dt2. All REgh" Reserved M\HOP 7+610398+ C30 Plena\103901PPZOW9 3/1/+2 &98 am ue N0. O"a Id / , / 4.69 I� I I 337E I F&I I I F & I I I PROTECT RET. WALL (T4 I I I I yits I I PEDESTRIAN RAMP STA 91+60.81, 6.8' L{T STA 91 +fi:47, 22.5' LT I I I HOUSE, A3z1 SEE DETAIL (TYP) / 1 EA 6" GATE VALVE &BOX 1 EA HYDRANT HOUSE 15 LF 6" WMN G=933.51 I �' J HDusE QU;E I }%329 / - 11 EA 6" SLEEVE Q 11 EA CONNECT TO EX�STIN 'DEAF 6" TE VALV &BOX p I HousE y17 I� I EA "X*TEE 0 Q I0 I iL I I I 0 -i 0 } d 10 0. O �—_ > (. _-:. ) V - V -> e' VCP 1-1--I- go y .. VCP ! 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Engineers &Surveyors ROY. Rt DOE CIN OF HOPKINS, MINNESOTA SHEET 13.1 °R"" NZEH 2012 STREET &UTILITY IMPROVEMENTS SCALE MANKATO, MN FAIRMONT. MN SLEEPY EYE, MN WILLMAR, MN BURNSMLLE, MN 9TH AVENUE NORTH SARAH E. RIPPKE aRa a E7BPI1on & M -k. Inc. 2D12 All RghtR RRR—d 46636 03/01 /2012 SER CHASKA, MN RAMSEY, MN MAPLEW000, MN 6RAINERD, MN AMES. IA 90+00-96+00 H:\H Tt61 03961\C3D Plma 103961 PP3.d 3/1/12 8:41 am ue ND nne I I II I STA 97+51.91, 22.�' LTI I Q oz I - 1 EA HYDRANT I I G=923.65 House I I 1 EA 6" GATE VALVE & �OX $; I I I 1j13 i I 10 LF 6" WMN 11 HOUSE 1 EA 6"X6" TEE HOUSE I I I E I R HOUSE I p321 I.. p3zTI L_J I � 1 p305 1 yg I I ( HOUSE pan I I R WI (TYP) I ll I 1 I I I L J I I 1 EA R-1733 SANITARY CASTING •t •300 Q Q r .. ,... Q © .. - ..., 31 d 31A ... -. ,. 5 ... O D. 30E m+ i1.. " V"l =_1 • VCP I 1 I—I M"a•�P cW 8... 1 - 97 A B- VCP SAN I I I :: Q © Q i•. ©} 30C 306 �' _ T.,. SAWCUT CLEAN VERTICAL Q* �- - I - - - - �- - - - - — o I 30A EDGE (FULL DEPTH) PRIOR TO PAVING. 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Consulting Engineers & Surveyors 15.1 ' SCALE FEET SCALE FEET NJR- - MANKA70, MN PAIRMONT, NN SLEEPY EVE, MN WILLMAR, MN BURNSVILLE, MN 4TH STREET NORTH SARAH E. RIPPKE - rIa 46636 03/01 /2012 SER r7edtan R Nenk Inc 2012. AN "1 11, Rsssrwd CHASKA. MN RAMSEY, MN MAPLEWOOD. MN BRAINERD- MN AMES, IA 40+00-44+30.35 H: OPK\Tte10396t C30 Plans 103981PPI.dwg 3/1/12 852 am Iy am I I I I I I I I I I I I I I I I I I I I I I I I I I PROTFCT EXISTING I I I I I I I I I I I I I I I RETAINING WALL Z I I I I I W m I N 3`JYNY9 s of I I m I I T I I G Q 'I g +W I s �� I 3UtlbJ I ; �� n 3�yI �I I 3stlav� 3`JYifYJ L V 3 per. 3`3'OUY� ]NO] N JN00 39YNtl'� ]N00 39YNWJ 1 i �3Atl119 39YtlMJ G m It C5.j C� r1, ,y 3]N3i NNn NIYHJ X z v• ... 4 311d Ii 30b'aYD I 3Otl1iY5 J m 3mko I 39tlaYV lite w 3OYW9 I Elm LL 30tMY9 I I I I I I I I I I I I I PROTECT TREES & SHRUBS I I I I I I I I I I I I I I I I I NOTIMARKED FOR REMOVAL (TNP) II I I I I I I I I I NOTES: 1. SEE SHEET 1.2 FOR GENERAL CONSTRUCTION NOTES. 2. 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I I5 Ed6 3 0 I+0 Al.I 41 N rn zz ''.iY • N W b •b'i8 I9j£ 6 = t rz vii 0 In 1n I 2 Z< z ++ x o o .0 m 0'•b 6 a uwi L"*Z6 (n ZZ -V6 51 " 9 o l I WIN g';..'' E •b 8 + ;. x Z* tZ6 0 .: NQ gigue LIt ` Z9 *Z6 m I �'; g ei - r ;;' I Ib •b s Z9 *b 6 ONOD ONOO 00 IE' Z6A Ili I I I ,0z 01 i R SDONINfW8 'S 3nN3Ad H16' I I � o u o N Y: 0 N � uu� C ± LN rno Hs e O O OO Id- r7 M N O a 8= 132� City of Hopkins March 6, 2012 Council Report 2012-022 APPROVE FINAL PLANS AND ORDER BIDS 2012 STREET AND UTILITY IMPROVEMENTS CITY PROJECT 2010-10 Proposed Action Staff recommends the following motion: "Move that Council adopt Resolutions 2012-013, Resolution Approving Construction Documents and Authorizing Advertisement for Bids, 2012 Street and Utility Improvements, Citeject 2011-10." This action continues an assessable project for street upgrading. Overview At its January 17, 2012 Council Meeting, the Hopkins City Council conducted a public hearing concerning street and utility improvements in Central Hopkins. Council authorized the project to proceed allowing the preparation of plans and specifications. The plans and specifications are substantially complete and staff now seeks final design approval and authorization to continue to the bidding phase of the project. Primary Issues to Consider ■ Scope of Improvements ■ Project Schedule ■ Estimated Costs and Funding Supporting Information ■ Project Plan Sheets ■ Resolution 2011-013 , X �,- 4-1�14 - Sorm R. Bradford, P.E. City Engineer Financial Impact: $3,072,000 Budgeted: Y/N Yes Source: ,Special Assessments, PIR, Utility funds `Related Documents (CIP, ERP, etc.): CIP and Engr's Estimate Notes: Council Report 2012-022 Page 2 Analysis of Issues • Scope of Improvements This project includes the reconstruction of the following: • Minnetonka Mills Road between 5th Avenue N. and it's end west of 11th Avenue N. • 4th Street N. between 10th and 11th Avenues N. • 9th Avenue North between Minnetonka Mills Road and P Street N. • 3rd Street N. between 8th and 9th Avenues N. • 8th Avenue N. between 1St and 2nd Streets N'. • The alley between 5th and 6th Avenues N. and between 2nd and P Streets N. • The alley between 8th and 9th Avenues S. just south of Mainstreet. • The project also includes the reclamation of approximately 200 feet of Gethsemane Road beginning at Minnetonka Mills Road. The pavement condition index for the project area is below 30, which indicates failed pavement and warrants reconstruction. The scope of the project is reduced from that originally proposed on September 6th due to budget considerations. The presence of poor soils and a return to bid pricing that is higher than in recent years required the paring down of this project. The streets removed from the project will be reprioritized during the next CIP planning cycle in the spring of 2012. Part of this project is aimed at improving pedestrian safety for students walking to Alice Smith School. The improvements include realigning the school's entrances and reconfiguring the five legged intersection at 9th Avenue, 4th Street, and Minnetonka Mills Road. The proposed layout is shown in figure 4-1 in the attached feasibility report. This realignment requires the closure of Minnetonka Mills Road between 9th and 10th Avenues N. The school is interested in leasing part of this right of way for additional parking. This will all be discussed in greater detail at the Council Meeting. Proposed street improvements include full reconstruction with new curb and gutter throughout the project area. The exception to this is Minnetonka Mills west of 11th Avenue and Gethsemane Road. These streets are similar in nature to South Service Drive from the 2011 project and no curb and gutter was installed on this road. Proposed water main improvements include the removal and replacement of valves and hydrants in the area. Additionally, all water services will be replaced from the main to the property line unless they are copper and less than 10 years old. Proposed storm sewer im th provements include upgrading a storm sewer line in Minnetonka Mills Road between 5and 6t Avenues N. and upgrades and new inlets as needed to address drainage issues. Sanitary sewer improvements include replacing a pipe in Minnetonka Mills Road between 5th and 6th Avenues N, a couple of manhole replacements and spot repairs. Council Report 2012-022 Page 3 Pedestrian facilities include a 6 foot wide concrete sidewalk on the south side of Minnetonka Mills Road between 8th and 9th Avenues N. across from Alice Smith School. There is currently sidewalk along the east half of this area and the connection would be completed with this project. This is, part of the larger effort to improve the safety of the pedestrian access to Alice Smith School. • Project Schedule March 6, 2012 Approve plans & Specifications, Authorize Bidding April 17, 2012 Present bids, Order Assessment Hearing May 15, 2012 Assessment Hearing, Adopt Assessment Role, Award Bid June -Oct. 2012 Construction • Estimated Costs and Funding The total project cost of this project based on the engineer's estimate is approximately $3,072,000. This includes overhead (engineering/administration) costs at 25% and a 15% contingency. There is considerable instability in the oil market and this could mean that bituminous prices and construction prices in general could go up unexpectedly. The project will be funded through a number of sources utility funds, special assessments, and PIR. Based on the most current estimate the project funding breaks down as follows: Funding Source Estimated Allocation PIR $1.293,000 Sanitary Sewer Fund $256,000 Water Fund $305,000 Storm Sewer Fund $256,000 Special assessment $1,101,000 Total $3,072,000 CITY OF HOPKINS HENNEPIN COUNTY, MINNESOTA RESOLUTION NO. 2012-013 RESOLUTION APPROVING CONSTRUCTION DOCUMENTS AND AUTHORIZING ADVERTISEMENT FOR BIDS 2011 STREET AND UTILITY IMPROVEMENTS CITY PROJECT NO. 2011-10 WHEREAS, pursuant to a resolution of the City Council adopted the 17th day of January 2012, construction documents were developed for improvements along Minnetonka Mills Road; 3rd and 4th Streets North; 6th 8th and 9th Avenues North; the alley between 5th and 6th Avenues North and 2nd and 3'd Streets North; and the alley between Mainstreet and 1St Street South between 8th and 9th Avenues South; including bituminous pavement, concrete pavement, concrete curb and gutter, storm sewer, sanitary sewer, and water system improvements and all necessary appurtenances, and WHEREAS, plans and specifications for City Project No. 2011-10 have been prepared by Bolton & Menk, Inc, and have been presented to Council for approval, and NOW, THEREFORE, BE IT RESOLVED, by the City Council of the City of Hopkins, Minnesota: 1. Such construction documents, a copy of which are attached hereto and made a part hereof; are hereby approved and ordered placed on file in the office of the City Clerk. 2. The City Clerk shall prepare and cause to be inserted in the official paper and in Finance and Commerce an advertisement for bids upon the making of such improvement under such approved plans and specifications. The advertisement shall be published three times, at least three weeks before date set for bid opening, shall specify the work to be done, shall state that bids will be received by the clerk until 11:00 a.m., on the 11th day of April, 2012, at the City Hall and that no bids shall be considered unless sealed and filed with the clerk and accompanied by a certified check or bid bond, payable to the City of Hopkins, Minnesota for 5% of the amount of such bid. 3. The clerk and city engineer are hereby authorized and instructed to receive, open, and read aloud bids- received at the time and place herein noted, and to tabulate the bids received. The Council will consider the bids and award of contract at the regular City Council meeting of May 15, 2012 in the Council Chambers. Adopted by the City Council of the City of Hopkins this 6th day of March, 2012. By ATTEST: Kristine A. Luedke, City Clerk Eugene J. Maxwell, Mayor