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Utility & Street PlanLEGEND EXISTING PROPOSED FUTURE DESCRIPTION .. • • SANITARY MANHOLE -- "- -- EXISTING SANITARY SEWER 3. — PROPOSED SANITARY SEWER 4. SANITARY SEWER & WATERMAIN FUTURE SANITARY SEWER +� SANITARY SEWER & WATERMAIN HYDRANT W H H GATE VALVE p ® REDUCER '-- -- -- EXISTING WATERMAIN 9. STORM SEWER PROPOSED WATERMAW — - -- — FUTURE WATERMAIN ® ® CATCH BASIN /k ® • BEEHIVE • • STORM MANHOLE ► ► FLARED END SECTION • • CONTROL STRUCTURE -�}.� - - - - - - -- EXISTING STORM SEWER - -�—� -- PROPOSED STORM SEWER • * — +— FUTURE STORM SEWER SURMOUNTABLE CURB & GUTTER B -STYLE CURB & GUTTER RIBBON CURB & GUTTER nsumm®anmmW® PHASE LINE EASEMENT LINE - -- -- - --- -- EXIENNG 2 CONTOUR LINE -- - - ----- EXISTING 10' CONTOUR LINE PROPOSED 2' CONTOUR LINE PROPOSED 10' CONTOUR LINE ----- -_ - - -- POND OUTLET LINE --- - - - - -' - - - -- POND HIGH WATER LINE -x'T— PROPOSED SPOT ELEVATION .► p. EMERGENCY OVERFLOW DELINEATED WETLAND LINE — — — — FEMA FLOODPLAIN BOUNDARY ••• ••-- -•- -••- ••••-- ............. . STANDARD EROSION CONTROL 1 n1uu11u1nnn n18 HEAVY -DUTY EROSION CONTROL TREE FENCE RETAINING WALL CONSERVATION AREA SIGN W WETLAND BUFFER SIGN EX, CULVERT --- - - ^ - -- EX. OVERHEAD UTILITY LINES — ^— ^ - - - -- EX, UNDERGROUND TELEVISION LINE - - -• —•— EX. UNDERGROUND TELEPHONE LINE — •- - -• —•— Ex. UNDERGROUND FIBER OPTIC LINE — •— • —• —•— EX. UNDERGROUND ELECTRIC LINE — _ - - -_— EX. UNDERGROUND GAS LINE — •— • —• —•— EX. FENCE (BARBED WIRE) — .— • —i -- EX. FENCE (CHAIN LINK) EX. FENCE (WOOD) OO EX. CAST IRON MONUMENT • EX. ELECTRIC BOX O- EX. FLAG POLE • EX. NATURAL GAS METER © EX. HAND HOLE • EX. FOUND IRON PIPE EX. JUDICIAL LAND MARK EX. LIGHT POLE O EX_ PK NAIL — EX_ UTILITY POLE B EX_ LAWN SPRINKLER VALVE EX, LAWN SPRINKLER HEAD Ex. SEMAPHORE m EX, SERVICE 9 EX. TELEPHONE BOX O EX. TEST HOLE ® EX. TELEVISION BOX • EX. WATER WELL EX, MONITORING WELL ® EX. MAILBOX 0 EX. CONTROL POINT EX. SPIKE EX. SIGN EX. CLEANOUT �VV/WWYIl EX. SIGNIFICANT TREE EX. TREE LINE DEX GRAVEL SURFACE F EX. BITUMINOUS SURFACE O EX CONCRETE SURFACE O SELECT BACKFILL MATERIAL GRAVEL COURT. ENTRANCE EROSION CONTROL BLANKET STREET LIGHT PIItNEERenginee?ing 2022 EVnpI Dive (651)681 -1914 Me WHeigI MN 55 EK Pox:689 w.PF,.e 581 Nb 8 CAMDEN RIDGE T)T&T A T TTrPTT TrT-%T CJ_ 0rV"T7T7rh T1T A RT LOCATION MAP 0 o too 200 GRAPHIC SCALE IN FEET BENCH MARK TNH NW CORNER OF BLUFF CREEK BLVD. AND COMMONWEALTH BLVD. ELEV= 92318 SHEET INDEX 1. COVER SHEET 2. SANITARY SEWER & WATERMAIN 3. SANITARY SEWER & WATERMAIN 4. SANITARY SEWER & WATERMAIN 5. SANITARY SEWER & WATERMAIN 6. STORM SEWER 7. STORM SEWER 8. STORM SEWER 9. STORM SEWER 10. STREET CONSTRUCTION 11. STREET CONSTRUCTION 12. STREET CONSTRUCTION 13. STREET CONSTRUCTION 13. STREET CONSTRUCTION / 14. CITY DETAILS 15. CITY DETAILS / 16. CITY DETAILS A -EX. VI MH- 1 6.65 CONNECT TO EXISTING SANITARY & WATERMAIN CONSTRUCTION NOIES' WATERMAIN. CONTRACT OR TO / FIELD VERIFY LOCATION 44 & ELEVATION. 2. ALL SANITARY SEWER & WATER MAIN SERVICES 3 "Gv HYDRANT SHALL TERMINATE AT 9' PAST ROW. B"X6"TEj"W/6 GV 6'-6 CL,2 3. ALL SANITARY SEWER SERVICES AND RISERS SHALL .H. ELEV-903.91 BE 6" PVC, SOP 26 SOLVENT WELD JOINT (NON-GASKETED). WITH A MINIMUM SERVICE GRADE OF 25 I4qwm*]KXFK1 'ND 3" 1;XIBEND_\ SANITARY & WATERMAIN CONSTRUCTION NOIES' 1. SANITARY SEWER SERVICE WYES ARE 875 B" PVC SM 26 STATIONED FROM DOWNSTREAM MANHOLES. 2. ALL SANITARY SEWER & WATER MAIN SERVICES ............. .... SHALL TERMINATE AT 9' PAST ROW. 3. ALL SANITARY SEWER SERVICES AND RISERS SHALL - - - - - BE 6" PVC, SOP 26 SOLVENT WELD JOINT (NON-GASKETED). WITH A MINIMUM SERVICE GRADE OF 25 4. WATER SERVICES ARE 3' UP STREAM FROM 8' DIP CL52 SANITARY SERVICE WITH A MIN 7.5' BURY. P19NEEReqineen-ng 5. ALL WATER SERVICES SHALL BE I- (TYPE -K-) 0 0.405 COPPER UNLESS OTHERWISE NOTED. (651)681 -1910 6. ALL WATER MAIN SHALL BE C-900 DR-13 UNLESS OTHERWISE NOTED. 2422 Ed- ,, J. ALL UTILITY CONFLICTS SHALL BE RESOLVED 13.32 ,65 ACCORDING TO CITY STANDARD SPECIFICATONS. 55120 8. CONTRACTOR IS RESPONSIBLE FOR ALL TRENCH DESIGN S_2+87 AND MEETING ALL OSHA REGULA11ONS. 9. MAINTAIN 10' HORIZONTAL AND 1.5' VERTICAL SEPARATION BETWEEN SANITARY SEWER AND WATERMAIN. 11 CONNECT- TO EXISTN6 10. SANITARY SEWER INVERT ELEVATIONS ARE CS-913.6 AT END OF SERVICE. �8"-22Y`BEND 11. ACTIVATION OF WATERMAIN SYSTEM SHALL BE PERFORMED By CITY PERSONNEL ONLY. 12. DEFLECTION TESTING FOR ALL NON-RIGID PIPE SHALL BE ........ I WATERMAII 11 CONDUCTED AFTER THE FINAL BACKFILL HAS BEEN IN PLACE ... ..... I . FOR 30 DAYS. 13. THE SEWER AND WATER SERVICE SHALL BE INCLUDED .. .... ......... ........ IN THE PRESSURE AND LEAKAGE TESTING REQUIREMENTS .... ...... ... FOR THE MAIN LINES. 3" 1;XIBEND_\ 8-7"XIBEND J2 -1 S-C+58 8- 22%IBENO IN V=894.6 8'-22%MEND INV 0 CS= RISE 1 .11 00 3,9955 S-1177 & NO Fc INV=887.8 HYDRANT 8-X6-TEE W/6-GV S=0+97 CS -896B 0 NV 8849 RISER=13.0' 4 SEE I 34'-6'DIP CL52 D E E 7.6 CS-893 9 �Z. m L V_BB S-0+13 RISER 10.0. Illm INV=880.2 2 mr PROPOSED w -1z56a m � > > MADE RIVER ROCK DRIVE SOUTH o z zmmzz .......... .......................................... .............. ....... ..... .. mm mm CND. EUEV=912.7 3 915 : : � I , - .. ......... ... ........... ... ..... ....... ..... . . ......... ...... ........ ....... ......... .............. 21 - - - : ', 9 ��::i ii " ......... -0 & M z z :> 1> _EXISTN .�.zz ` GROUND 9Ja 6. - EXISTING ....... ......... ....... 0 ...... GROUND].... I .... ........ IN) mig>> D BENCH MARK NEI NW CORNER OF BLUFF CREEK BLVD. AND COMMONWEALTH BLVD, ELEV=923.18 I 0 9 .......... .. 875 B" PVC SM 26 ............. .... ...... ......... ....... I I ......... .. 905: -.100, 1 . ........... - - - - - 8"-TIABEND 8 L52 DIP C0.40% 8' DIP 52 CL 8' DIP CL52 0 P19NEEReqineen-ng 0 0,405 0 0.405 -2 (651)681 -1910 ­0 > > 64 2422 Ed- ,, 4.22% 13.32 ,65 55120 S_2+87 MADE 11 CONNECT- TO EXISTN6 CS-913.6 ........ I WATERMAII 11 . ... ..... I . S=2+09 INV--903. 2 .. .... ......... ........ ....... .... .... ...... ... CS-912.1 4 HYQR �1E T CONTRACTOR 70. FIELD VERIFY LOCATION ELEVATION. II 8 " P-6"11EIP"CL61"2"V 8-7"XIBEND J2 -1 S-C+58 8- 22%IBENO IN V=894.6 8'-22%MEND INV 0 CS= RISE 1 .11 00 3,9955 S-1177 & NO Fc INV=887.8 HYDRANT 8-X6-TEE W/6-GV S=0+97 CS -896B 0 NV 8849 RISER=13.0' 4 SEE I 34'-6'DIP CL52 D E E 7.6 CS-893 9 �Z. m L V_BB S-0+13 RISER 10.0. Illm INV=880.2 2 mr PROPOSED w -1z56a m � > > MADE RIVER ROCK DRIVE SOUTH o z zmmzz .......... .......................................... .............. ....... ..... .. mm mm CND. EUEV=912.7 3 915 : : � I , - .. ......... ... ........... ... ..... ....... ..... . . ......... ...... ........ ....... ......... .............. 21 - - - : ', 9 ��::i ii " ......... -0 & M z z :> 1> _EXISTN .�.zz ` GROUND 9Ja 6. - EXISTING ....... ......... ....... 0 ...... GROUND].... I .... ........ IN) mig>> D BENCH MARK NEI NW CORNER OF BLUFF CREEK BLVD. AND COMMONWEALTH BLVD, ELEV=923.18 I 0 9 .......... .. .. .................... ........ ........ ...... . . . .... .. . .... ......... ......... ....... IS NOTE .. I :I CONNECT TO EXISTING rc I I rc SANITARY SEWER. 880 1 1 CONTRACTOR TO FIELD N K ................... I -VERIFY LOCATION .& .. .... .... . .... ... . ..... ......... ....... .. ..... ILLEYAIION. 16 .... : '-- II EX Ila 875 B" PVC SM 26 ............. .... ...... ......... ....... I I ......... .. 905: -.100, 1 . ........... - - - - - - ill* 8 L52 DIP C0.40% 8' DIP 52 CL 8' DIP CL52 0 P19NEEReqineen-ng 0 0,405 0 0.405 (651)681 -1910 ­0 > > PROPOSED 2422 Ed- ,, 4.22% 55120 MADE 11 CONNECT- TO EXISTN6 ........ I WATERMAII 11 . ... ..... I . . I ...... ........ .. .... ......... ........ ....... .... .... ...... ... ..... ....... 9().Q... CONTRACTOR 70. FIELD VERIFY LOCATION ELEVATION. II 7.5' MIN. BURY ... ... ...... ...... ......... ......... ................................. , I . 40 F C: 80/4.22%2' 89.5-: .... .......... ..... ........ .... .... ... ................... ..89.5... 89 ......... .... ............ ... ...... ...... 00 . ...... . .... .. .. ...... ......... ........ ... ........ ......... ......... . ......... ....... ......... .. .................... ........ ........ ...... . . . .... .. . .... ......... ......... ....... IS NOTE .. I :I CONNECT TO EXISTING rc I I rc SANITARY SEWER. 880 1 1 CONTRACTOR TO FIELD N K ................... I -VERIFY LOCATION .& .. .... .... . .... ... . ..... ......... ....... .. ..... ILLEYAIION. 16 .... : '-- II EX Ila 875 B" PVC SM 26 .......... ........ ....... -.100, 1 . ........... - - - - - - ill* 8 L52 DIP C0.40% 8' DIP 52 CL 8' DIP CL52 0 P19NEEReqineen-ng 0 0,405 0 0.405 (651)681 -1910 2422 Ed- ,, 55120 ................... .......... I ....... ...... ............ 8.8.0. 20.5 OUTSIDE DROP q 195' 8':PW DR 18 77' 79' e PVC DR 18 D 0.405 .26 8 ". PVC SOB .26 137, PVC SM 26 a 0.,40% ......... .... ........ 875 .40% & 0:4011 ........ 1. . S 0 +71 HYDRANT \ 5 0 +14 - - NV 863.Q: S =0 +30 INV 8832 - SANITARY WATERMAIN 6 "TEE W/6-CV 5 0 +65 CS 8920 INV -8827 1. SANITARY SEWER SERVICE WYES ARE 1 6 DIP CL52 CS-892.2 S=1+ S =0 +98 CS 892 6 CS =1391 J , STATIONED FROM DOWNSTREAM MANHOLES. N INV 8851 INV =8839 INV 883.6 Sm0 +11 2. ALL SANITARY SEWER & WATER MAIN SERVICES V \894 j '8 CS 8941 C5 =8929 INV =8826 6 SHALL TERMINATE AT 9' PAST ROW. ` 4 5 CS -8916 HYDRANT 3. ALL SANITARY SEWER SERVICES AND RISERS SHALL 8'X6 "TEE W /6 "GV "DIP BE 6" PVC, SDR 26 SOLVENT WELD JOINT (NON- GASKETED). 1 2 NV1 882.Y /; 11' -6 CL52 WITH A MINIMUM SERVICE GRADE OF 2A - ` CS ` GNO. ELEV. 891.0 891.3 4. WATER SERVICES ARE 3' UP STREAM FROM SANITARY SERVICE WITH A MIN ].5' BURY. ] \ 5. ALL WATER SERVCES SHALL BE 1" (TYPE "K ") 8 "'22YTEENO . j 5 =0 +71 -� 7 COPPER UNLESS OTHERWISE NOTED. 8 "GV '. ( �a. / B INV =882 / CS 6. ALL WATER MAIN SHALL BE C -900 DR -18 / 1 =8911 UNLESS OTHERWISE NOTED. 1 \` �f /\ J. ALL UTILITY CONFLICTS SHALL BE RESOLVED Qp --- -p 2 - _ 1 S�U1H '- .. \ `,. 0 +207 8. CONTRA TOR IS RESPONSIBLE FDA EALL TRENCH DESIGN '- " R BQGK C2� '� E. A I 9 A' -. CS 89p�/ AND MEETNG ALL OSHA REGULATIONS. 8" 22YSEN -" 1 _ o R111E �...._- / v _ _ 10 9. MAINTAIN 10' HORIZONTAL AND 1.5' VERTICAL SEPARATON BETWEEN SANITARY SEWER AND WATERMAIN. V 3 ' +63 10. SANITARY SEWER INVERT ELEVATIONS ARE a /0 \A� INV =8816 AT END OF SERVICE. 11. ACTIVATION OF WATERMAIN SYSTEM SHALL 'CEO Q +x556 H 23 3 CS =8905 BE PERFORMED BY CITY PERSONNEL ONLY. / O- \ 4 g'- 22,�TiEND 1 2 '� 5 0 +20 12. DEFLECTON TESTING FOR ALL NON -RIGID PIPE SHALL BE CONDUCTED AFTER THE ANAL BACKFILL HAS BEEN IN PLACE 8'- 11;S8END .. '- \ \3'� 44 H��2 - 5 0 +77 71 . .x_ INV 881.3 FOR 30 DAYS INV =8838 / 5 I> e3 a2S =1 +25 S 0 +09 / 12 CS 8903 13. THE SEWER AND WATER SERVICE SHALL BE INCLUDED S =0+55 S-1 +J8 'INV =884.5 CS =892.8 INV 8833 4'0+89 \� IN THE PRESSURE AND LEAKAGE TESTING REQUIREMENTS H -26 INV =8894 ,.INV- BB6.iC5 =8936 CS 8923'- /INV 882.3 6 FOR THE MAIN LINES. / C5 =898.4 '•, - i C5 =891.3 CS 8951 M -2 - 5 0 +12 zwofi.tfi / INVmB1319 " 22' SEND H 2 INV =8964, - CS=8909 5 2 +11 _ -9054 ] /\� <t - IN 13 8903 O �� ?i+l @0.09 8 14 NV1 88018 INV =90 / - INV =9015 CS =9106 6 S 2 +01 ` CS 8907 INV 8815 ] �1� M -10 V. ICS 8905 1} 32,65 5 SSl9 8 INV= s 1 +3J as 6910 -i t5 CS891101 -- / 4 S 1+14 LOWER WATER SERVICE TO MAINTAIN INV 882 t 18" SEPARATION AND INSULATE CS 89l 2 9 16 INV 8822 - CS 891 4 .1 S LOWER WATERMAIN TO MAINTAIN bFE 5 0 +62 10 18 SEPARATION. AND INSULATE. (SEE CITY STANDARD PLATE 2204) 00 25 0 6 62 5 BGV l `A /� CS 8917 3 _ GRAPHIC SCALE IN FEET i , ' BENCH MARK \ TNH NW CORNER OF BLUFF CREEK o W RIVER ROCK DRIVE SOUTH DRIVE BLVD. AND COMMONWEALTH BLVD. ELEV= 923.18 _.. ...... _....... \ .... JEURISSEN 0 am . . temrc r�m.A N o �am m 915 1. ..:......:..:.........:....... ..... ..... .. . . . � - : h mama \ 91.0. _. W. 910 ..: ......:......... ... ..:. mm m 99.5 i... .. .. ... : . .. .: <m. ..i.. ..:.� -.. �_m _.. � .... .... .. .... �_ 905 I Z.0 3. 0 Y2 mm m `m R; ma o EXISTING ° m 94.0. .... :.:... p mPZp r')m�Zm m..' -m PO N.2.' Pm 900 xx9» Emm == x99 » �_° �o Exm� KO�x 2Y9�> 895 259' .. 103' _� 9 5 ..:. F ... ." .: B" PVC Sop.35 ..:...... ....... ....... :B• vvc sDR Ss. ....... .. . ... ... .... ..... ..890 w ®4.22 %' ®6.BOR OPOSED Ixi GRAOE� -\ 12 ..890 ._._ ... ......... ......... ..._..........._ ....._........... .................._............ ... .... MIN. 2 153' BU' J NOTE: S.6DR 35 0% �_ r � LOWER WATERMAIN: TO .. BHS ..:.........:.........:.........:.........:.........:.........:......... :.........:...................: .... .8. ... ........:........ ...:..... _/ m .. ..... ..... ..... m MAINTAIN :18" SEPARATION x - STORM. SEWER..... I '.. HHS..: ... .....WITH. %........ CROSSING. .: .. ..... ..... 19fi - " PVC:SDR 3 : .. 8... .. 88� ...: .... .:... ... :........ ..:. :.... ...... ... .... ..... 0 170% Ie...... .5. .. .. .. INSUTA .X -1NG ..... - 880..: e PVC 56R 35 129 O 1 00% PVC SDR DETAIL 2204 OWER WATER SERCE TO MAINTAIN 0.45% ® 218 %TOSMAINTAIN 18 ATION ULAT . SEPAR ANp INS E l0 µEft WA ER ® B" PVC SDR 3 5 : . ...H75 ... ... .... ............... .......... .. .'.... :.. .......... :.: ...... ..... .:... : .. :.... .... ... .: ... ...: ... 18 ":SEPARATION: ANDANSULATE ®1.20% ' :.... .. :.� 875 I1 +00 11 +50 12 +00 12 +50 t3 +00 13 +50 t4 +00 14 +50 15 +00 15 +50 16 +00 16 +50 1J +00 1J +50 18 +00 18 +50 19 +00 19 +50 20 +00 20 +50 21 +00 21+50 22 +00 22 +50 23 +00 23 +50 24+00 24 +50 PI$_NEEReneneer-ing S�EHGIIIId9S1@M.�N _ ma (6511e6a1 -1Sw z4zz Bum cDn � � tMeLy a'mlf�NV NU pw wss pelewq N „. wpm., - =b,ea�6m,.�a u.,�1 ' ^' Ze ^Sne nv ww Rai tl obpz -xpn NM N.w SANITARY &WATERMAIN PLAN T ATE LENNM CAMDEN RIDGE 3 of 16 Mendota Hu8N8, MN 55120 w imer Acorn ww piokaug.com May 1JavNPO(v:'orelE BYe�e omvm twx etue soedn Gov xes. ib 2 wen bm.Nl] p�.... 16305361LENNUENSUITE 600 PLYMOUTH, FQNIVESOTA 55446 CHANHASSEN, iNIN.A'ESOTA SANITARY & WATERMAIN CONSTRUCTION NOTES- v L SANITARY SEWER SERVICE WYES ARE 0 50 100 3 I STATIONED FROM DOWNSTREAM MANHOLES. ro 2. ALL SANITARY SEWER & WATER MAIN SERVICES BENCH MARK GRAPHIC SCALE IN FEET m m ^nm SHALL TERMINATE AT 9' PAST ROW. NW CORNER OF BLUFF CREEK 3. ALL SANITARY SEWER SERVICES AND RISERS SHALL BLVD. BLVD. AND COMMONWEALTH BLVD. ELEV =923.18 ......................... BE 6" PVC. MR 26 SOLVENT WELD JOINT (NON— GASKETED), .. ... .... ..... .... ..... WITH A MINIMUM SERVICE GRADE OF 28 4. WATER SERVICES ARE 3' UP STREAM FROM 12 SEE SANITARY SERVICE WITH A MIN 75 BURY. "K ") smm SHEET 5 S. ALL WATER SERVICES SHALL BE 1" (TYPE 2 COPPER UNLESS OTHERWISE NOTED. 6. ALL WATER MAIN SHALL BE C -900 DR -18 SEE SHEET ........ ... ....:2222. ..2222. V` 2 O UNLESS OTHERWISE NOTED. 1 - - ]. ALL UTILITY CONFLICTS SHALL BE RESOLVED 900 ACCORDING TO CITY STANDARD SPECIFICATIONS. - - ....... ... _... ..:_ ........... ......I. :.. 8. CONTRACTOR IS RESPONSIBLE FOR ALL TRENCH DESIGN . - AND MEETING ALL OSHA REGULATIONS. n nn° N 9. MAINTAIN 10' HORIZONTAL AND 1.5 VERTICAL h mmr 13 895 -`,` SEPARATION BETWEEN SANITARY SEWER AND WATERMAIN. 1 ) m o ...... ... ....:.. ..2222 ...........:..... 2222. .. 10 10. SANITARY SEWER INVERT ELEVATIONS ARE AT END OF SERVICE. :. ..... EXISTMIG. .. n :.. .... Y-» � .. . :.. .... ..:. ..... .. ..... 11. ACTIVATION OF WATERMAIN SYSTEM SHALL smm == �� 2 +5000 :. 89 0 BE PERFORMED BY CITY PERSONNEL ONLY. „ „m: ria�: _ 890 ......................:....... :._.2222 :. .._..... ........_. . .. 12. DEFLECTION TESTING FOR ALL NON -RIGID PIPE SHALL BE : - - - MH -1 S =1 +52 INV ==]2.8 / CONDUCTED AFTER THE FINAL BACKFILL HAS BEEN IN PLACE 32s1 H NRY. C06R 2222 �- ,- 3+10..1 / CS ==6128 FOR 30 DAYS. 2 I 10 + _ :. .. / 13. THE SEWER AND WATER SERVICE SHALL BE INCLUDED IN THE PRESSURE AND LEAKAGE TESTING REQUIREMENTS BURY 885 ..... ......... ... .. .. .... FOR THE MAIN LINES. .. ..... ..... 885 880. __..i .... ......... ... .... ..... ra 1i INV =8 INV=8 ]2.8 cs =aet.a � 9 ANT REDUCER W /6 "GV � v 0 50 100 3 I ro BENCH MARK GRAPHIC SCALE IN FEET m m ^nm NW CORNER OF BLUFF CREEK BLVD. BLVD. AND COMMONWEALTH BLVD. ELEV =923.18 ......................... .............HENRY.COURT....... .. ... .... ..... .... ..... mn33o smm 905 :i :222 905 2 ..... ........ ... ....:2222. ..2222. 900 mm... 900 ....... ... _... ..:_ ........... ......I. :.. _ . GRQPOSED GRADE n nn° h mmr 895 • ' n m 0 ZZm -6>n> m 895 ...... ... ....:.. ..2222 ...........:..... 2222. .. :. ..... EXISTMIG. .. n :.. .... Y-» � .. . :.. .... ..:. ..... .. ..... \ :GR OUND smm == m. o: :. 89 0 „ „m: ria�: 890 ......................:....... :._.2222 :. .._..... ........_. . .. �. :. ].5' MIN. BURY 885 ..... ......... ... .. .. .... .... .. ..... ..... 885 880. __..i .... ......... ... .... ..... .. .. _... 880 875 N - ..... .. ..... 875 870 ...2222 a ". — 870 ...... ............................ 61' 8" PVG MR 26 ffi 0.408 ..... .. E” PVC DR 19 ®0.408:26 O 0.408 965 ......:.........:.........:.........:.........:.........:.........:...._...:.........:_.......:....._.:........ .:.........:..._.:..:.......... _ .............. _::222:2... ........................................................................... 965 ............................... 0 +00 0 +50 1 +00 1 +50 2 +00 2 +50 3 +00 3 +50 4 +00 4 +50 5 +00 _PI'SNEERengineering uxomnmws og- wuuvg9.a�r 2H22 En[erynse Dnvrscwws (651)fi81 -191a Pox: 601 -948. 1I�M"tt^�r'^vw�w�.,,P =awn ,,,,_ m —:x777 7...Pm'ulm.vtlwi n, w.lmee� rsw �••n= g, Ri og� =al. NM SANITARY ,gT mi: Al,g ini SANITARY & WAllRIVlLll1V PLAN LENNAR N CAMDEN RIvVE 4 OF 1 Mevdola HeigMS, MN 55120 wwwp�onpe�g.com wMe McW,eog0P 5u¢ M'rvemw�ia' Reg. NO. 2554 rnw� Knw 1630536TH AVENUE NSNTE fAO PLYMOUTH. MINNESOTA 55446 CHANHASSEN.MMNFSOTA SANITARY & WATERMAIN CONSTRUCTION NOTES - O 1. SANITARY SEWER SERVICE WYES ARE O _ S-0+60 5 =1 +29 G STATIONED FROM DOWNSTREAM MANHOLES. 10 'INV =8810 INV =B]J 9 CS =8899 CS =886.8 HYDRANT 2. ALL SANITARY SEWER & WATER MAIN SERVCES S =2 +65 RISER- 3.0, '8•X6 "TEE W /6•GV SHALL TERMINATE AT 9' PAST ROW. 11 INV =883 2 '11' -6'DIP CL52 3, ALL SANITARY SEWER SERVICES AND RISERS SHALL Cg =892.1 MD. ELEV. 885.9 BE 6' PVC, SDR 26 SOLVENT WELD JOINT (NON- GASKETED), S=1+84 RISER =3.0' WITH A MINIMUM SERVICE GRADE OF 29. INV 8838 4. WATER SERVICES ARE 3' UP STREAM FROM CS 892.8 e'- 22$1E1 _ g" 2238END .,��� OUTLET E SANITARY SERVICE WITH A MIN 75 BURY. RISER -40' 5. ALL WATER SERVICES SHALL BE i" (TYPE "K ") . COPPER UNLESS OTHERWISE NOTED. HYDRANT 113'BEN $ 6. ALL WATER MAIN SHALL BE C -900 DR -18 - ' UNLESS OTHERWISE NOTED. a X6'lEE W /fi "GV, a / \ � SE 8" 1 D � ]. ALL UTILITY CONFUCTS SHALL BE RESOLVED 12 21-4 "DIP CL52 ACCORDING TO CITY STANDARD SPECIFICATIONS 5 -1 +10 GNO ELEV 892.6 �( <L _ ' S E SHEET 3 8. CONTRACTOR IS RESPONSIBLE FOR ALL TRENCH DESIGN - ` AND MEETING ALL OSHA REGULATIONS. N 13 INV 882.] 9. MAINTAIN 10' HORIZONTAL AND 1.5' VERTICAL ..,65 S 0 +31 CS 8917 SEPARATION BETWEEN SANITARY SEWER AND WATERMAIN. 9'' INV 881.] RISER =3.0' -- 8"G / 10. SANITARY SEWER INVERT ELEVATIONS ARE CS 8900 / 1O HYDRANT Y 8 15 AT END OF SERVICE. RISER -3.0' : IO 11. ACTIVATION OF WATERMAIN SYSTEM SHALL _ H -16 \ 8•J{6'iEE W /6'GV O t B•XB•TEE BE PERFORMED BY CITY PERSONNEL ONLY. S 8 -GV g 12. DEFLECTED TESTING FOR ALL NON -RIGID PIPE SHALL BE CONDUCTED AFTER THE FINAL BACKFILL HAS BEEN IN PLACE 8" 22$'BEND� INV =B] INV =87 MH ND: ELEV = 1/7 FOR 30 DAYS. 9 ] 13. THE SEWER AND WATER SERVICE SHALL BE INCLUDED S-2+40 CS 88].6 \I IN THE PRESSURE AND LEAKAGE TESTING REQUIREMENTS CS-892.4 3 _ _ m /-8 "XB•TEE' FOR THE MAIN LINES. - RISER 4D' �` (y �<c _ 14 S- 54 3B z2'h BEND , ✓fURISSeN �R/ e.ro e g S=1 +14 ` 13 CS =8865 , /^ / .' . -� J A ' CS-891.4 MH -18 - / HYDRANT 0o ao - R6ER 3 0 S =1 +40 8-X6-REDUCER L5 W /6•GV INV =8802 MD. as a n n H-14 CS =8894 MH 19: MD. LEV. 889.0 6•DIP CL52 oso 6o�0 +26 12 9 E I H 12 INV =8809 S 0 +58 ° MH 3 +1o4 CS =8899 : INV 8825 s +43.75 RISER 3 0' CS 891.7 Z... S 0 +76 INV =881 1 CS =890.1 3 5 s =i +21 G' O INV = 8798 °< sl 3 cs=aea a o a zs so loo �1 4...,....; ; O GRAPHIC SCALE. IN FEET 5 - BENCH MARK TNH NW CORNER OF BLUFF CREEK BLVD. AND COMMONWEALTH BLVD. VRTSS DRIVE ELEV- 923.18 .. _ 905 ......... ! 3 .. s i OS z 3 $ri N`m aan z w a io mw >I .Im mmro� `mn omm�em ? 900. ;m, mmm�. W3 m� mm. m 09 `m mo om. .. .. _...... m.- o ..... �. .... ..... .. moo. ... ..... �o �^ ^m ism» ,mm w? .. mnm is9 9 o rm src z� m: im m m� samaa =_ m 895 .... ..... ..... »��m =.'= ..... ..... m ... G ..... .. 95 m mi^.Imm EXISTING im =zo mym mmzz v ROUND �mzz om � ¢mz zz - - o. nomm PROPOSED Im° ... ..... PR A GRADE. �- ' 36:mZZ I S�» ..89Q ......... ......... ................ ..... ......... .. ... :._...... ......... .... .... ... _ 890..: :. Y .. ] 5 MIN BUR `. 885 . ............:.........:...... _: .............. .... ..... ..... ... ... ..... . /.....: ..... ... ..... ..... ..... ..... ..... 8851 t.... .. g._C900 880. _ : / 880 z ..... ... ..N.: .. .: ... ..... ... ..... .. m m.V I / '.875 .::.. - .. ..�1JS,'D .. ..... _. �m 1 m m m m M / J ce X ¢ w m W ¢ 12] ...... ....._. W m ... �. a .p :.. ;, .:..... .. .... g•. yc.sDR 7s 875 n 6 O% 00.40%+ .... . m m 5y e• PV. % 35 P _ 1 85' 8' PVC SDR 35 00.4 2]1': 8" PVC 3 SDR 2 8" PVC SDR 35 00.91% :. 870. ...: .. .. :..... PVC'SDR'26 .. 8 ®0.408 26 .. ...® ..... ... .. .. .... ..... .. ..... ..... .... .. __ ..... .... 870...: 0408 0046% .. .. .. :. :.. ... ..: .:.. .... .. ..:.. . :. 0 3.76% NOTE:. LOWER WATtRMAI .. ..:.. .:.. TO MAINTAIN IB" SEPARATION WITH STORM SEWER CROSSING 865. .... .:.. ..... ......... ...i. _i...... ...._. ......... ..... .. .. .. ... _... _.... ........ ._ 865 _ 0 +00 0 +50 1 +00 1 +50 2 +00 2 +50 3 +00 3 +50 4 +00 4 +50 5 +00 5 +50 6 +00 6 +50 7 +00 7 +50 8 +00 8 +50 9 +00 9 +50 PI2NEERegineering vo-uveo ,aa -v. (651)681 -1914 IhmeY�nmrea mupb^.v pvw'vJ eY H moSm ��ew ssl2o " "'68190H8 A = "aely i��>�aP�iu >is :r `� ^_ SANITARY &WATERMAIN PLAN 16305�6TLH AVENUE�N SUITE 600 CAMDEN RIDGE 5 of 16 www piorcertng rnm p�µR l >.e >lxv SUie^(Mwe>u - PLYMOUTH, MINNESOTA 55446 CHANHASSEN, MINNESOTA STORM SEWER CONSTRUC'DON NOT S' 1. PROVIDE R-3067V OR R-3067VS, AT LOW POINTS, NEENAH CASTINGS OR APPROVED EQUAL ON ALL CATCH BASINS UNLESS OTHERWISE NOTED. 2. PROVIDE 24*X36" SLAB OPENING FOR R-3067V NEENAH CASTINGS ON ALL CATCH BASIN MANHOLES UNLESS OTHERWISE NOTED. 3. DRAIN TILE TO BE PLACED 1' BEHIND BACK OF CURB. DRAIN TILE TO BE PERFORATED, CORRUGATED DUAL WALL SMOOTH LINE, AND PLACED AS SHOWN ON PLAN. DRAIN MILE CLEAN—OUTS PLACE AS SHOWN ON PLAN. 4. FINAL STRUCTURE OFF—SET TO BE VERIRED BY CONTRACTOR AND INSPECTOR BASED ON MATERIAL SUPPLIED TO PROJECT. REI-D STAKING SET ACCORDING TO BACK —OF —CURB. 0 25 So IOo GRAPHIC SCAM IN FEET STRUCTURE NAME STRUCTURE SIZE NEENAH CASING OR EQUAL CB-105 36*X24* R-3067 V CB-106 36'X24* R-3067 V CB-115 27* DIA. R-4342 CB-121 27" DIA. R-4342 CBMH-102 48* DIA. R-3067 V CBMH-103 46" DIA. R-3067 V CSMH-104 46" DIA. R-3067 V CBMH-111 48" DIA. R-3067 V CBMH-112 48" DIA R-3067 V CBMH-113 48" DIA. R-3067 V CBMH-114 48" DIA. R-3067 V CS-1 60" DIA. SPECIAL MH-101 48" DIA. R-1642 S� -w- '--3 T- 915 BURY 6 15 CLEAN OUT (TYP.) O OUTLOT C 5 POND I OUTLET 868.5 S-10 f Hft=871.2 WET VOL =1.37 ACTT of STOR VOL-1.01 AC•F 0am H-1 91 0 ............. 3 2 CLEANOUT IM 98.53 4---R INY.96.03 -- --------- %� CLEANOUT IM:91.79 ..... NV-89.29 CB -1 1 11 .1165,34 13 12 905 8 3i6R 59 iN �.I+'� . -PROPOSED . 91 0 ............. 15" R �2 2 \11A 905 ............. ..... .. 84' B * 3' BURY :Er CORRUGATED HOPE 905 8 —90.0..: ....... iN Wm 910 895 a ......... .... .... .. .. ......... ......... ......... .................... ............. ........... & � . .: .......... Cr z 895 15" R �89.5: � ........ Wm 910 895 a ......... .... .... .. .. ......... ......... ......... .................... ............. ........... & � . .: .......... Cr z 895 0 1 905 875 ..... ...... ........ .. I .... - - ...... ...... � I ........ ..... — ...... 29' 5 . . o� 15" F.E.S. POND I a 0 CI C15 CLt* 128, 0 &OG 129' a 1 15" RCP. CL5 W/ MASH GUARD, OUTLET -8685 21' RCP L 21" V 9+0 C.Y.- QLITI Hft-071.1 .&z RIP RAP W/GEOTEXTIU 10 WET VOL-1.12 AC FT a STOR.: VOL-0.91 AC-FT IEXI�NG 885 : : FILTER 81-ANKE > 4B-M" SAFE BA GROUNO 870 .............. ......... ......... ... .... ... ......... ......... .. .... .. .... TIE LAST 3 JOEIP .............. ....... ..... ... ... .............. — ...... TOO: V 99, 491 .oa% 317 0 0.40% BOT: 87 15P RCP CL5 > SEC DE 2 15" RCP as q 880 32' 0 219% 880 865 ................. ................. ......... ......... ...... .. ......... ........... 4' 0 0.50 865 RLIP ............... . . — W/ MASH GUARD, 4- RCP co 12.0 C.Y.- CL.ffl RIP RAP W/GEOTEYTUE 875 219' V:3 % 22- 0 Q.0 Z FILTER BLANKET 15" CL5 875 860 18" RCP C TIE LAST 3 JOINTS ......................... ......................... ......... .... .... ......... ..... ... . "RC 860 ............... — ... ............. .... . .... ..... PIONEERenginming 2422 Enterprib, Dyiv< '6.1�1.�ll -19.14 1=� by — � p1bb — ,� by 'Sj 1 ' �uea .,— bbbI �I' H�Lghts. 1,0155120 b. � '6rcew6rarunww Eb, bb- I.- by. D- STORM SEWER PLAN LENNAR oI.I..21 CAMDEN RIDGE 6 16 CHANHASSEN, MINNESOTA I 905 8 890 - �.I+'� . -PROPOSED . .1 S S)z z: . E . ......... . . ........... . ...... r GRADE 8 890 n_ " p,, j j z "' p dm rEXIS-DNG MOUND b b f f�a d 900 8 8..8.. 5 8 885 I ..... . ..... . ... ...... ........ ........................ . ......... — —7 9 ................ . ..... . ..... . ........... Immmza m m� . »> > UK z z n PROPOSED . .-Q U GRADE c ,b" 8 895 8 880 . cp ' 'm>> e 880: .. .............. . ...— .................... : .... . ' . - .... .. . -- n G ........ . .... . ..... ....... . ............. .... . ... 8 emm�m 0 >:> >> 2 29 0052% z 1 890 8 875 4 15"+RCP CL5 ..... ...... ........ .. I .... - - ...... ...... � I ........ ..... — ...... 29' 5 . . o� 15" F.E.S. POND I a 0 CI C15 CLt* 128, 0 &OG 129' a 1 15" RCP. CL5 W/ MASH GUARD, OUTLET -8685 21' RCP L 21" V 9+0 C.Y.- QLITI Hft-071.1 .&z RIP RAP W/GEOTEXTIU 10 WET VOL-1.12 AC FT a STOR.: VOL-0.91 AC-FT IEXI�NG 885 : : FILTER 81-ANKE > 4B-M" SAFE BA GROUNO 870 .............. ......... ......... ... .... ... ......... ......... .. .... .. .... TIE LAST 3 JOEIP .............. ....... ..... ... ... .............. — ...... TOO: V 99, 491 .oa% 317 0 0.40% BOT: 87 15P RCP CL5 > SEC DE 2 15" RCP as q 880 32' 0 219% 880 865 ................. ................. ......... ......... ...... .. ......... ........... 4' 0 0.50 865 RLIP ............... . . — W/ MASH GUARD, 4- RCP co 12.0 C.Y.- CL.ffl RIP RAP W/GEOTEYTUE 875 219' V:3 % 22- 0 Q.0 Z FILTER BLANKET 15" CL5 875 860 18" RCP C TIE LAST 3 JOINTS ......................... ......................... ......... .... .... ......... ..... ... . "RC 860 ............... — ... ............. .... . .... ..... PIONEERenginming 2422 Enterprib, Dyiv< '6.1�1.�ll -19.14 1=� by — � p1bb — ,� by 'Sj 1 ' �uea .,— bbbI �I' H�Lghts. 1,0155120 b. � '6rcew6rarunww Eb, bb- I.- by. D- STORM SEWER PLAN LENNAR oI.I..21 CAMDEN RIDGE 6 16 CHANHASSEN, MINNESOTA I PIONEERenginming 2422 Enterprib, Dyiv< '6.1�1.�ll -19.14 1=� by — � p1bb — ,� by 'Sj 1 ' �uea .,— bbbI �I' H�Lghts. 1,0155120 b. � '6rcew6rarunww Eb, bb- I.- by. D- STORM SEWER PLAN LENNAR oI.I..21 CAMDEN RIDGE 6 16 CHANHASSEN, MINNESOTA I sm rw.s• xw wm �� w.n. .mw w.n pEia g_g POND OUTLET CONTROL STRUCTURE CS-1 d . ?50 14 ... N. l \ I / \ T Y B 254 O f� H -2 5 +5 >.41 i i STORMS R ONSTRI TON NO c 1. PROVIDED E U AL N ALL CATVB, AT LOW POINTS, NEENAH CASTINGS OR APPROVED EQUAL ON ALL CATCH BASINS UNLESS OTHERWISE NOTED. 2. PROVIDE x SLAB OPENING FOR R -3E NEENAH CASTINGS ON ALL CATCH BASIN MANHOLES UNLESS OTHERWISE NOTED. 3. DRAIN E BE PLACED BEHIND BACK OF CURB. DRAIN TILE TO BE PERFORATED, D CORRUGATED DUAL WALL SMOOTH A LINE, AND PLACED AS SHOWN TR PLAN. DRAIN 11LE CLEAN-OUTS PLACE CONTRACTOR ON PLAN. 4. FINAL STRUCTURE OFF -SET IA BE VERIFIED BY CONTRACTOR AND INSPECTOR BASED ON MATERIAL SUPPLIED TO PROJECT. FIELD STAKING SET ACCORDING TO BACK -OF -CURB. STRUCTURE TABLE 4 STRUCTURE N NEENAH CLEANOUT 36 "X24" R R -3067 V RIM 99.09 27" DIA. R R -4342 INV 9&59 27" DIA. R R -4342 10 ` v/ 5 27" DIA. R R -4342 CLEANOUT - 48" DIA. R R -3067 V RIM:91 14' 48" DIA. R R -3067 V INV:8910 48" DIA. R R -3067 V CIL ANOUT 48" DIA. R R -1542 RIM 88 32 60" DIA. S SPECIAL 9 INV 85 82 48' DIA. R R -1642 6 6" DRAIN TILE SERVICE (TTP )� 60" DIA. R R -1642 CLEAN OUT (TYP.) '_ 48" DIA. R l MH -252 4 _., O R -1542 CB -2t I $ 9-2 6 x `LI HOPE y,. 7 \TED H 11 � CRMH t -I Z16+)3.]5 STORMS R ONSTRI TON NO c 1. PROVIDED E U AL N ALL CATVB, AT LOW POINTS, NEENAH CASTINGS OR APPROVED EQUAL ON ALL CATCH BASINS UNLESS OTHERWISE NOTED. 2. PROVIDE x SLAB OPENING FOR R -3E NEENAH CASTINGS ON ALL CATCH BASIN MANHOLES UNLESS OTHERWISE NOTED. 3. DRAIN E BE PLACED BEHIND BACK OF CURB. DRAIN TILE TO BE PERFORATED, D CORRUGATED DUAL WALL SMOOTH A LINE, AND PLACED AS SHOWN TR PLAN. DRAIN 11LE CLEAN-OUTS PLACE CONTRACTOR ON PLAN. 4. FINAL STRUCTURE OFF -SET IA BE VERIFIED BY CONTRACTOR AND INSPECTOR BASED ON MATERIAL SUPPLIED TO PROJECT. FIELD STAKING SET ACCORDING TO BACK -OF -CURB. STRUCTURE TABLE STRUCTURE S STRUCTURE N NEENAH CB -204 3 36 "X24" R R -3067 V CB -214 2 27" DIA. R R -4342 CB -215 2 27" DIA. R R -4342 CB -216 2 27" DIA. R R -4342 CBMH -203 4 48" DIA. R R -3067 V CBMH -212 4 48" DIA. R R -3067 V CBMH -213 4 48" DIA. R R -3067 V CBMH -251 4 48" DIA. R R -1542 CS -2 6 60" DIA. S SPECIAL MH -201 4 48' DIA. R R -1642 MH -202 6 60" DIA. R R -1642 MH -211 4 48" DIA. R R -1642 MH -252 4 48" DIA. R R -1542 STOP. VOL -1 73 AC-FT 00 26� BENCH MARK TNH NW CORNER OF BLUFF CREEK GRAPHIC SCALE IN FEET BLVD. AND COMMONWEALTH BLVD. ELEV= 923.18 I Im -mm am w I 890. ...... 3.:.. 890 ......... "�m� 910 930 930 . m z. ... POND .:... :.:.. ..W;... ..: ..;.. _gmi ..� r i mil WTLET =880.0 Bet x m zo n 1 Im �n HWL =883.6 ' Ir m�zzz °m ��^ �^ WET AC "FT c?o: fm0 WE 3 m m m N STOP. VOL. 1.73 AC-FT u3i 3 885 ........._ornm. / m _885 ........ _: am. z. -I "I .... 925 905 925 > mm rcz Inm mo 'pmj YmmF. 22. N 0 O 'I IJN JIB m 2 ff m �F >ZZ / rc= .n `n° dzlnr 3 \ m N m o EXISTING ., 880 880 Z " ROUN Um �IY m mx m � �Imomm � m m � 900 920 920 ........ z is> 3Z m nm m > Z 875 875, ;..,,, w3 ozo 3 e < < °w o mzz'o ommm� PROPOSED 895 915 915 im I� >> ommm mr s»> .: mz zo GRADE zzz /J / 23> > 92• ®3.70% ,�I Z.z m2 2r Imo E¢zzz mN �gz �z . 'n o rc N ip 15" RCP CLS �N °m m -_P �z mo imz'o ne z z> K_ - 870 870 .... �mm. a om ��_ -� ..... _. _z Yx -.�.. _ 29`Neo.(sD% 890 9103 910 .... .. ......... ...� 3 .:.. :.. .. .. .. .. ... . 0 Z rc . li'vl Is» o I> 15'R m195 ®0.50% zzz m z15 "POP CLS �diO z mm < 885 mx o mm «PROPOSE .nm . .... .. 2z.. 88S ..— m;,m 905 .. :......... m -on ... mr .. ... .. 153' ®560 %:' y- Immm� '°. rm mr :- :- 19 15 "RCP CLS' x xm3? 10 9 8 STORM SEWER CONSTRUCTION NOTESo 1. PROVIDE R -3067V OR R- 3067VB, AT LOW POINTS, NEENAH CASTINGS OR APPROVED EQUAL ON ALL CATCH BASINS UNLESS OTHERWISE NOTED. 2. PROVIDE 24'x36" SLAB OPENING FOR R -3067V NEENAH CASTINGS ON ALL CATCH BASIN MANHOLES UNLESS OTHERWISE NOTED. 3. DRAIN TLE TO BE PLACED 1' BEHIND BACK OF CURB. DRAIN TILE TO BE PERFORATED, CORRUGATED DUAL WALL SMOOTH LINE. AND PLACED AS SHOWN ON PLAN. DRAIN TLE CLEAN -OUTS PLACE AS SHOWN ON PLAN. 4. FINAL STRUCTURE OFF -SET TO BE VERIFIED BY CONTRACTOR AND INSPECTOR BASED ON MATERIAL SUPPLIED TO PROJECT. FIELD STAKING SET ACCORDING TO BACK -OF -CURB. KA�1 STRUCTURE TABLE 5 STRUCTURE SIZE 4 HDPE PERFORATED PQ 2 6 OUTLET -880.0 CB -232 HWL =883.6 I\ WET VOL. =2.03 AC FT BMH -2 STOR. VOL =1.73 AC FT ® 21.55,55 27" DIA. �f F 27" DIA. R -4342 ' �V R -3067 V OUTLOT E 48" DIA. 15 /A 48" DIA. R -3067 V CBMH -242 48" DIA. STRUCTURE TABLE -\J STRUCTURE SIZE 4 HDPE PERFORATED CB -223 . -.. R -3062 V CB -232 36 °X24" I\ B-22 36 "X24" R -3067 V L +63 88 27" DIA. R -4342 O 27" DIA. R -4342 CBMH -222 48' DIA. R -3067 V CBMH -231 48" DIA. 15 /A STRUCTURE TABLE STRUCTURE NAME STRUCTURE SIZE NEENAH CASTING OR EQUAL CB -223 36 "X24" R -3062 V CB -232 36 °X24" R -3067 V CB -243 36 "X24" R -3067 V CB -303 27" DIA. R -4342 CB -311 27" DIA. R -4342 CBMH -222 48' DIA. R -3067 V CBMH -231 48" DIA. R -3067 V CBMH -241 48" DIA. R -3067 V CBMH -242 48" DIA. R -3067 V CBMH -301 48" DIA. R -4342 CBMH -302 48" DIA. R -4342 MH -221 48" DIA. R -1542 PI$NEERengineering M22 EnP,.. Dnv (651)681 -1914 Me�ti Heigh; MN 55120 w Fix:6819488 ww.pioivc68190 9 zs so 0 za 50 mo a 100 oo 1 2�BENCH MARK GRAPHIC SCALE IN FEET GRAPHIC SCALE IN FEET TNH NW CORNER OF BLUFF CREEK BLVD. AND COMMONWEALTH BLVD. GRAPHIC SCALE DR FEET ................................................................................................................................................................................................................................................................................... ELEV= 923.18 3: ............................... ..... 3 1' I � 905 905 ....... .......................:....... ........... .W .m . ....... :.........:.........:........w.: ....:. ..... ..... .. ..... ..... ..... ............. ao ..... ..... ..... . ..... ..... ..... .................. L m.z.. l Ib. Nm t 900.. m �Z_ 900 ........... ........ ................:.....2sI . .. F � o rnmsm . ..... ..... m. .. ..... ' am�z..mi Zm ..... ..... ... .. .... iS Z ..... .. ..... ..... ..... .... ..... ..... ..... .... . N m I z..].. 0 2 3� SK] m am » 2zz EXISTING>o »_ v am zz n m myn 895. .... of / l i . .... ._...... �_G _ I.... ^m EXISTN 0 omzm i 7ui' N 8 95 o —ROUND .. ..... GROUND .... ..... Sm .. ... .. ..... ... 1 > O - PROPOSED 2zzz !?m89O GRADE M �� mo . .. ' !^ ttz n 890 ....... ......... ..... ........ ... ... ..: - .'.. .. .. ... .... .. .. .... ._:. E ..... .. ..... .. .. .. .. .. Ipz zo Imp PROPOSED s> s E XIBTN/ m'........ GRA DE: 2Z zzz _ zi - GR OU E> z _ 885 - 885 ......... .. ...... ....... ......... ....... ....... .. ... .:..... ......... .. .... _.. .... ..... ... 3:.. ..... ..... .. .... ..... FP IS p A 137' O 0 35% 29' 0 5 15" RCP CL5 : 197' O D.50R O 0 65% 15" R L5 88O 15" RCP CL5 15" RCP CIS II��!�!++ " o O 1� 0.50% ^ - SSO ... ... .. ..... :. m .. ......... s1{Ia .. ..... ....... ... I z' I ....... �. .... 949 O t OOR........ 121" RCP CL4 . 27 CJ{ R BE CP CL5 j)II m .... .. ... mz a Iz: z: :.. 875 : m 21. FE.S. W/ TRASH GUARD, Iz - �- 15 RCP CL5 714' O 1.00% - 875 .... ...... .. ....... _......Y z ........ ....:. .......:.... .........:....... ..- ..}1:2 O.Y.- OLID -... .... .... .. ..... ...... ... 15'RCP Cis ' POND 2 RIP RAP W /GEOTEXTLE : : 15' ROB 1 " RCP CL5' OUTLET -880.0 FILTER BLANKET 48 "X44" SAIL BAFFLE HwL 6 TE LAST 3 JOINTS TOP; 584.16 BQ T: 880 870 ........ ...... _ .... ...... ........ : .. :...... .:. .... :....STOR. WET OBL 2 03 '1.73'AC'FT :ACTT ..... .a9 r % 87 ... VOL .... .... B5 RCP ..... ..... .... ..... : W/ TRASH GUARD, 10.0 C.Y. CLID 865. :... " RIP RAP FILTER T E .. .. .: .. .:..... ........ ....:. .:...... ....... ........ .. ....- ... ...... ......... ........................ ........ ......... .. . ... ." _ TIE A STL3NJ6 n .._ .... ....... .. ....... ..... ........ PI$NEERengineering M22 EnP,.. Dnv (651)681 -1914 Me�ti Heigh; MN 55120 w Fix:6819488 ww.pioivc68190 9 STORM SEWER CONSTRUCTION NOTES 1. PROVIDE R -3067V OR R- 3067VB, AT LOW POINTS, NEENAH CASTINGS OR APPROVED EQUAL ON ALL CATCH BASINS UNLESS OTHERWISE NOTED. STRUCTURE TABLE 2. PROVIDE 24 "x36" SLAB OPENING FOR R -3067V NEENAH CASTINGS ON ALL NEENAH CATCH BASIN MANHOLES UNLESS OTHERWISE NOTED. STRUCTURE STRUCTURE CASTING OR 3. DRAIN MILE TO BE PLACED 1' BEHIND BACK OF CURB. DRAIN MILE TO BE NAME SIZE EQUAL PERFORATED, CORRUGATED DUAL WALL SMOOTH UNE, AND PLACED AS SHOWN ON PLAN. DRAIN MILE CLEAN -OUTS PLACE AS SHOWN ON PLAN. CB -404 36 "X24" R -3067 V 4. FINAL STRUCTURE OFF -SET TO BE VERIFIED BY CONTRACTOR AND m INSPECTOR BASED ON MATERIAL SUPPLIED TO PROJECT. HELD STAKING i� 8yF �� CB -408 36 "X24" R -3067 V SET ACCORDING TO BACK -OF -CURB. Ilrl 1� y 36"X24' R -3067 V i I I w l i CBMH-401 -401 48" DIA. R -3067 V M -4 7 -4 CBMH -402 48" DIA. R -3067 V tl i - ' O +a6.t6 � o+SVO ' � CBMH -403 48" DIA. R -306] V " - I �� a +uo � EMMH-�5 C _ 4" HOPE � PERFORATED 48' DIA. R -306] V PIPE (TYP.) / OUTLOT A MH -40 BMH -405 % p \V 2+12.94 4+2501 "- 5 +9907 , � 2 CBMH -401 - R\ VA - f ES -4 GEM 240 4 O OUTLOT 6 i 4 1 E% POND 4 �200LP // OUTLET- 874.6 / STOR VOL. 1] 43 AC-FT ` J n NOTE. OUTLET TO BE _....:.:. .'• -1 � �` � - �� _ - -�'\ � „�, .i RELOCATED IN FIELD 0 25 50 l0a GRAPHIC SCALE IN FEET BENCH MARK TEN NW CORNER OF BLUFF CREEK 3 '^ ij BLVD. AND COMMONWEALTH BLVD. we m m 905 °IYelm 905 .... ... m . . ...... . . .. _ aZvmi ? rom > m : ZZY FI a u) 900. �P a�S: 900 :.........:........ .:.........:.........:........m m izZ .N:......................... ... ._.l_ .. ...\... . ..... ..... ...m.,,N....... ..m ..... ..a...... Z'• ..... ..... ..... ..... .......:...z. zs ..... Nc : Z.I ..... ..... ..... ..... ..... el n ON Nm o 10 m: 9' ®050% D5C05 O�m Or ° zz im_ cNm@ 895 n 5" RCP CI 5•R P "i -O m 895 ...... ...: ..... M .. ... R m .... .... _erg a m 'emo ils _ O mz-0 '-z' Z Z.4Zi nid a Rzzz °p 890 �. 202':® 6.3 -- _ 890 . ...... ....: ..:.. :..... ..... ...:. .. .... .:. ..... .. 1 CL5 5'RCP ... `. .. ..... .... ..... ... .. `- m ... ..... ... ..... ' zo 885 i \ ... .. ... .. ..... z� .. ... .... 885 29' ®1.00% L i ..... ... 15" RCP CL5: 117' ® 3.4 B':® 0.80% :. :. x 15" REP CLS f . °o 5 RCP CL5 ' 'ooBOx 1 : 880 ..880. .:... ..... ..I .. .... ... 18 Rdl`LS 29' ®1 0 - az 875 875 : .. _ _ _ _. _. .. 24" f.E.S:.... _.. W/ TRASH GUARD, 12.0 - 65' 0.60% RIP: RAP AP GEOJ 870 : 24" RCP CL3 R BLANKET ME: LASTTL3NJOINTS 870 865 865 PI$NEERengineering _ 01 -QIC IllS09AFREI -lN a.aw (651)661 -1914 2422 Emupe Dave F. 661 -946a MrtLYo-n4YUwuu eexwv p.epva ev me oemNU mYdvrct,oR^' +^atnml N"mc "�' "- ""'W " " "% R�vubm WLiaOte � ^.n NIP STORM SEWER PLAN LENNAR 1630536TH N SUITE600 CAMDEN RIDGE g OF 16 Wk M Heights, ME 55120 ww.ptoneeemg.tom m.dWYli ,dPmtr,¢mYF.w e,dw l"va ol0c 5m¢WMirvsmm Pce�NO. 38601 ¢ 00.OE -E018 Cqv/ AVENUE PLYMOUTH, MMIJESOTA 55446 CHANHASSEN, h9NNESOTA STOP SON 1 K,,BLV BLUFF CREEK D RIVER ROCK S PL CL PL z BARRICADE Al- El 02. 91 case I II.- 99,79 12-0- 1 agg=ryale 8-, 1.0 24' MMOOT 3149 03 Select I ... IN, a.,- (.s.. ame 1) 1135 TYPICAL STREET SECTION 0 (NOT TO SCALE) CE, OUTLOT A 6 08.4 5 9J3 0 x02'6 4" PERFORATED HOPE 4 DRAINTILE 0 BOC (TYPICAL) 684 DRAINIRUE CLEANOUT ® BOC (TYPICAL) x6' ml 09 ry2fi 51 CONCRETE SIDEWALK SET Cl� DETAIL 5214, 96.15 27 88.2 5THLET SIGN STOP SIGN (Rl CURVE TABLE CURVE DELTA 00 C RADIUS TANGENT RIVER ROCK DR S c ,HENRY L OT. PT CURB LEGEND 1 9 133.34 300.00 AD% 1+16.69 2+50.02 C2 48-14'23m 252.58 300.00 134.32 2+50.02 5+02.61 TOP OF CURB ELEVATION 5'23'02" 26.19 300.00 14.11 5+37.70 5+65.89 FOR SURMOUNTABLE CURB f1EbO 139.62 130.00 77.40 5+65.89 7+05.51 = TOP OF CURB ELEVATION FOR B-STYLE CURB 10, OUTLOT B 4� 7 4 8+71.95 07.82 = TOP OF CURB ELEVATION FOR RIBBON CURB 28-39p50" 295.17 LIGHTING POLE (TYP-) SEE CITY DETAILS 5240, 150.74 11+76.63 14+71.79 1 = MOUNTABLE CURB & GUTTER - B-STYLE CURB & GOTTEN 5241, 5242. 5243. 2 0\ - RIBBON CURB & GUTTER loo BEHCH MARK N,01 0 CONCRETE PEDESTRIAN RAMP TNH NW CORNER OF BLUFF CREEK , ov 910 CURVE TABLE CURVE DELTA LENGTH RADIUS TANGENT PC PT Cl 25'27'57' 133.34 300.00 67.79 1+16.69 2+50.02 C2 48-14'23m 252.58 300.00 134.32 2+50.02 5+02.61 C3 5'23'02" 26.19 300.00 14.11 5+37.70 5+65.89 C4 61'32'14" 139.62 130.00 77.40 5+65.89 7+05.51 C5 29'DS'41' W4.68 600.00 155.70 8+71.95 11+75.63 C6 28-39p50" 295.17 590.00 150.74 11+76.63 14+71.79 1 =11IIIIIIIIN110 BLVD. AND COMMONWEALTH BLVD. GRAPHIC SCALE IN FEET ELEV=923.18 RIVER ROCK DRIVE SOUTH 915 ........... .................................... .............. ................................................................................................................................ .......... 915 .. ........... 0 910 910 930 ........ .......... -930..: PVI STA: 4+50.00 PV EUEV� 887.15 PVI SIA 5+65�00 PM ELEV. 885.22: E�SLNG 905 ....................................... ...... - ........ ............ K: Z$1.14 LVC 190�00 �: 25.17 LVC: 200.00 ................ GROUND: . .......... 905 925 0� ................... ......... .... : ........... 925 LOW PT. STA. 5+901M 28 30AX LOW PT ELEV'. 886.00 PROPOS :�/ ORA 900 + + + + 900 920 920 .................... ........... ....... ...... ......... a - ....... ......... ............ �d. ............. > > 895 ............. .. ...... + ......... : + ........... ...... ...... ....... ............ - ..... ........... .... ........... : ............. 895 .. .. ............... ............. .... .... ...... p Ph STA: 1+60.47 PM EUE)A 907.42 STA; 1�70.00 K: 19.92 pm, ELEV.- 901.82 890 : 7 LZ, 200.00 : 890 K: 28.57 LVC: 100.00 910 ............ HGH.PT.: STA:. 1+20.98. HIGH PT ELEV-. 905.30 ... ........ ......... ... ....... ..... .... ................... ............... ............... 0 'A PR( OR, 0.906 1..885 'B 885 al-o .......... .......... .. ............. .... ........ ........ ......... ......... ......... ......... ......... ...... ...... .......... ...... ... .... . ......... .. 69 6 STA: Pm - 8+20�00 PROPOSE PM ELEV.+ 894.82 GRADE 880 K: LVC: 29.41 100.00 9QQ N 900..: ........... - ........... ....................... ......... ......... ...... ... ....... - ....... - 875 . . .......................... ........ .. ............................................ ............. ........ ...... .............. 87 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 5+50 9+00 9+50 9+50 10+00 10+50 11+00 11+E0 12 +00 12+50 PIONEERmeneeling 2422 Enterprise Dfive �651) 681-1914 F- 681 -9489 I Xl,"A.WWllkl9 JD� N. STREET CONSTRUCTION 6W RIDGE CAMDEN RI 10 OF 16 Mcmi,lm HeighN, � 55 IN .,d,ly ��N, .,.e Q".. .1. D- giD2aoO AAy 16305 361EA Wl'TMUITE PLYMOUTH, MINNESOTA W.��LESOTA PL .1 coo to Me 1/2' 0.. E1g..1 .uR 1 0' ioosM om z L 4 LassSc3sT gLLL z- ux.l v11 LYNwtsWOe cwereb c:,m lx' Cass 5 2ggreg0le Bane IWS CrvmaM CURVE TABLE & ... lor Bono. (`See Nob )) TYPICAL STREET SECTION (NOT TO SCALE) CURVE DELTA LENGTH RADIUS TANGENT PC PT ho po a 9153 8 C] 2333'50" 123.38 300.00 62.57 15+17.99 16 +41.37 CB 54'51'19" 98.61 103.00 53.45 18+90.81 19 +89.42 .. "� / 9 �\ V ' � C9 39'40'O6" 71.31 103.00 37.15 21 +08J8 21 +80.09 tO �t °.� s.m G,• y 630% / 091 ,.. � ,' i /r - _ 9a 5J 1 9106 \_ '•��;k`� "-. / 8i 96.92 ' o G ' 9012 / - 4' PERFORATED HOPE 2 D AINTLE ®BOC (TYPICAL) 6 3 4 2 D0 O- C 7 8993 - - 6�o 1 � DRAINTLE CLEANOUT 09.13 0 BOG (TYPICAL) `. i 13 � _ -_ 006 pi 21+80-09 PL .1 coo to Me 1/2' 0.. E1g..1 .uR 1 0' ioosM om z L 4 LassSc3sT gLLL z- ux.l v11 LYNwtsWOe cwereb c:,m lx' Cass 5 2ggreg0le Bane IWS CrvmaM 24- MNOOT 314928 Seed & ... lor Bono. (`See Nob )) TYPICAL STREET SECTION (NOT TO SCALE) s slc y s - CURB LEGEND STOP SIGN v -1 08.15 TOP OF CURB ELEVATION o RIVER ROCK DRS I 0.26 - JEURISSEN DR 1O 91 6 1 8 _ FOR SURMOUNTABLE CURB TOP OF CURB ELEVATION FOR e-SME CURB O z -. 07 .82 TOP OF CURB ELEVATION m FOR RIBBON CURB wwe MOUNTABLE CURB &GUTTER _:� - B -STYLE CURB & GUTTER o zs se loo BENCH MARK m'ts ...XURI $EN DRI_ S P. ��� f 92.1 4.00R - RIBBON CURB E GUTTER TNH NW CORNER OF BLUFF CREEK � 3.J0% ' = CONCRETE PEDESTRIAN RAMP GRAPHIC SCALE IN FEET BLVD. AND COMMONWEALTH BLVD. ELEV- 923.18 RIVER ROCK DRIVE SOUTH ........ ......... ......... ......... ......... .......... .......... ........................ ..................... ........................ .......... ......... ......... ........ ... ......... ...................... ......... ......... .......... ....... ............ 9,35 _.i. _ .:.. .. :...... 935..:..91 \i_._ _ 915..: 9.,3,0 .._. .... 930..:..910 .. ..... .... ..... 0 . EXISTING / :GROUND \ GROUND \ _-EXISTING 91 925.:. .. / 925..:..905 _. .. .. PVI STA: 13 +30.00 PM STA: 21 +65.00 P.A ELEV: 918.20 \ PM ELEV: 889.80: K: 23.81: K: 55.97 905 920. ... LVC: 30OGO 920..:..900 _. LC. 100.00 9.00 HIGH: PT. STA: 13 +30.00 LOW PT STA: 21 +59J8 o HIGH PT ELEV. 913.48 o \ : °o LOW PT ELEV: 890.020 o o \ o m 915 =o <m 9l@ 895 /PROPOSED ..... .... ..... ... 895 o m 6 w d w 910 9l0 .880 .............. 890, \ \\ .. ..... .. '- PROPOSED. _ 8 6p5. GRADE 0% ^r 099% :.. ; 05 885 m 94.5 ...:.. :..... : ..... ..... ... _i .. .. ..... ... ....... ..$.. 8 5 w j PVB STA: 17 +25.00 w o nn PIA ELEV: 89332 °• 90.0. .00: 880 .. C: 200.00 °a :.. .. .... ... ... .. ..: :.. .:.. '.. ..... y .:. 880..: ma > +m nm 89.5 :_ :.:. .:...:..... .:. .. ...::. _....... _ ....._.. 895.:..875 i..... _._ ..... ...i �. �w 875..: . _ _ ....... .... .. 11 +50 12 +00 12 +50 1 } +00 13 +50 14 +00 14 +50 15 +00 15+50 16 +00 16 +00 16 +50 1J +00 17+50 18 +00 18 +50 19 +00 19 +50 20 +00 20 +50 21 +00 21 +50 22 +00 22 +50 23 +00 23 +50 24}00 _ PISNEERenenee_�-;ng _ �x�,x>s,gw�T.Bxx ma 651)681 -1914 OerzOymnJy JU�uu ptn wv przpw% R,EN- uv tW.pybx3 L�i' � z4zz EmUpns<DaMe ( ue MUmyMO¢� „a�;,b�.oaw�l N ^^ CAMDEN RIDGE Fa%: 61 J48H A. wBl x Gei tl NM G McMOG HeigM1h, NPI55120 emy timueePmhmuww gegKes STREET CONSTRUCTION 1610 OUTILVHINESOTA5E60] II OF IV www.pioA ce6,Ne. a+�s oBOx -x0.1 gnw I1YMOi1TH.MNTT60TA 559x6 t'[xsNHASSEN, M16NNESOTA ®xOUPmnen EUVCere PL CL PL PLOVeCEJVeeal 12 1 1D (� 0' iopioi, Se<tl SEE SNEE 2 O STREEI SIGN (1-1) G\ - "' _ a u rn o, soeo nre 1 rye' oat 2350 L w83smae - c.-es a t. .,� $TOP SIGN (R1 -1) Br x' uuo°r 23soswuw3smae ae< STREET -SIGN HENRY CT . NN so�moi. c.m }1 JEDRISSEN DR 9 OS ` (n` nggr<gol ° 1°ox STOP -SIGN (R1HJ� 8 y1 p RIVER ROCK DR S`I QI ` cronMm°eo,o. °(see <xot<11 HENRY CT 11 ' 2'14 5' CONCRETE Sit WA{U.K( ° 13 4" PERFORATED HDPE \ SEE CITY DETAI IC. - - '. O�. / TYPICAL STREET SEC DRAINTILE 0 BOG (TYPICAL) , , + 814 p (NOT To SCALE) 1 91 29 �,( w 68.06 9.07 °j 10 2 �Ok a r ? _ °° ct- -•�,a. 1.2oz +'� .. o� 2.32 3 p P oN GB M1 n 8802 P. C10 1 058 .. 961 PL 9905 TOOK X31, y Ct]..T0 ` - D - O ... ti 8818 595..., I)6.2 ._ T..... 41 G 0 ?GO> 9yo < 2 loe uxooi 2ssExDr- .x oz rc al 2 Bmaie < 99. 9 / 9 84 r i 1 ® e Mwcn or Via. , 1/2' MNOOT 2350 Lv MMB 4 rJ 8 .16 v / . tl' �> 2350 LV W3s83°B DRAINTILE CLEANOUT t - oaz cr • BOG (TYPICAL ) !f ) n9Y<go,e B<5e 6 21 MNDOT 314928 Select °� '�� � � /1oA° Wonu or Bolrow 1 _ / e' ! ACCESS STREET SECTION CURB LEGEND O • g OUTLOT A „8{ O (Nor To SCALE) �Ilo 06.15 = FOR SURMOUNTABLE CURB SEE SHEET IO 08.32 = TOP OF CURB ELEVATION FOR 8 -STYLE CURB 07.82 = TOP OF CURB ELEVATION FOR RIBBON CURB = MOUNTABLE CURB & GUTTER B -STYLE CURB & GUTTER ° 25, 50 30,° BENCH MARK = RIBBON CURB & GUTTER ® TNH NW CORNER OF BLUFF CREEK ► = CONCRETE PEDESTRIAN RAMP BLVD. AND COMMONWEALTH BLVD. GRAPHIC 6CA1,E IN FEET ELEV= 923.16 HENRY COURT ACCESS PATH CURVE TABLE CURVE DELTA LENGTH RADIUS TANGENT PC I PT OTT 9'50'40" ]5.69 440.5} }].94 2 +99.20 3 +]4.89 C11 13'56'43" 1 101.14 415.53 50.62 1 +98.06 2 +99.20 C17 3578'47' 115.20 186.03 59.51 -ren r10 1 +15.20 PI$NEEReV -nee -ng 2422 BN e1 a Driv (651)681 -1 914 N.v.i . mmxN emwme,,Br.68vov l 6Y Mm. e McMota Heig hs MN 55120 Fat. 691 e mmY tlBea u,im led INtI 50P1onuen,,clwo Mw @g N O. ESSW 1;<vM1wwCoo ou.0:.M M -21 P`vBw B,.aauzzesslrzaran, � o ..... ° C, °..�...:... a n m m m I. h ........ ................ m m � ._.. � ......... W .. .. m. � PVI.STA.. 3 +15.1Sm At .. .. _... ' .... ..... a ... AD .. . PM ELEV. 88854 K: 10.10 LVC: 50.00 PM STA:: 0 +50.00 HIGH PT:. STA: 3 +02.27 PA ELEV_ 896.00 905. PT ELEV 66631 905 920 : 920 :... ....... .......\.� .. .... .HIGH n N °ao ... ..... ..... ..... F 375 ..... 0 ... ..... PM STA 2 ] PVC EL m< mw: m EXISTING n o : 6 o K. 14.63 m 90 0 915 m ROUND + + u900 9..1.5 .......... ........ I ........ ....... .LV0: 120.00........ .. .. ..5 :.. ..... ..... ..... ..... o .o m' ..... ..... ..... ..... m : .... .. ..... . LOW PT. STA: 2 +62.59 _ a IL w °te : N LOW PT ELEV: 888.02 ,O J C- w :6 0 C, 895.. 895... 910 910 ........ ...... .+m . .... ..... N w 890 : a � It, to r °o' ' POPOSED: 890 90S II 905 o _ .....:...me...' .........:...... ..:.........:..... ..:..... .. .' RADE. ... ..... ..... ..... ..... w w+ r \ /OR 1.2DR GG w PM STA:: 0+50.15 PVI ELE 89930 \ `3jSZ \ 885 ..... ... .... ..... .. ... .... .. K: 1250 g ..... .:... ... ..:.. ... ... ... . :....... . 885 900 ... ... o ..... 900 lVC 50.00 EXISTING rc PC \:w GROUND Itc PROPOSE 880 880 895 GRADE 895 ........ ... ... ...... \ . ........ w m ..... .... ... ..... ..... / 875 ° \ O PC 875 890 890 .............. .... ......... 0 ... .......... ..... ..... .. // .. .... Q N ... .... .... ... .. ..... ... ..... Z pmC, ¢prO rllm O t 870. Fy QIm ��w. uw ZII 870 :_ 885 885 �w._... ... . �� -o +so woo o +so t +oo 1 +50 2 +00 z +so 3 +00 } +so a +oo a +so s +oo s +so z +oo 1 +5o 1 +00 a +so o +oo PI$NEEReV -nee -ng 2422 BN e1 a Driv (651)681 -1 914 N.v.i . mmxN emwme,,Br.68vov l 6Y Mm. e McMota Heig hs MN 55120 Fat. 691 e mmY tlBea u,im led INtI 50P1onuen,,clwo Mw @g N O. ESSW 1;<vM1wwCoo ou.0:.M M -21 P`vBw B,.aauzzesslrzaran, � O 8 1 \�DRAINTILE CLEANOUT P- PL cL 1 25 30 9 0 BOC (TYPICAL) 1s5 to eock is s' 1. A-k I" PERFORATED --PE pear to 1. 1e llz 10 "1 / A, to .1 �ltt" V, llAIllM 1 1.1 (TYPICALY 1 30% 4 OUTLOT E f- 6- C 5' CONCRETE SIDEWALK-\% .0 ® :A 8 1 '/2 -.Q.T zCtl() LtPW]10tt. SEE qTY DETAIL 5214'� 9 .0 -k 2357 cl- 3-o MxCOi C14 --t.olo 12 52 c.-- -1. 5 A991191t, Do,,. 1ACA C-hed 5.10% S;TQ N 1 2- MNDOT 310 28 S,I�t P ...... ... to. (-.o ..to 11 RIVER TYPICAL STREET SECTION 13 10 4 (NOT TO SCALE) STREET N GN, 2 HENRY CT 16 �URCSSEN DR 14 CC R� 2' p L K 92.r 12 2 % 7. 1 T� 1174,89 5) 3 CURB LEGEND 4 = TOP OF CURB ELEVATION FOR SURMOUNTABLE CURB O 5 = TOP OF CURB ELEVATION FOR B S'TYLE CURB 07.82 = TOP RIBBON B ELEVATION SEE FOR CURB SMHEET 12 = MOUNTABLE CURB & GUTTER - B-STY-E CURB & GUTTER o zs so loo BENCH MARK - RIBBON CURB & GUTTER TNH NW CORNER OF BLUFF CREEK ► - CONCRETE PEDESTRIAN RAMP BLVD AND COMMONWEALTH BLVD CURVE TABLE CURVE DELTA LENG "L RAE PC I PT C12 1- �1�-21" �T� 114.4. US 125 0 -TANGENT 19.30 012T28 1+61.73 C13 ...... ............ 73.97 1+61.73 3+15.39 C14 . ............. ........ 65.37 3+55.45 4+83.73 C15 55.43 4+83.73 5+91.27 C16 72.64 5+91.27 7+32.80 .......... GRAPHIC SCAM IN FEET ELEV-923.18 ................................... .......... ...... ........ JEURISSEN DRIVE ............................ .......................... - ............... ........ ............... - ........ ... T.Q. .......... .................. ......... ......... ....... ...... ............ ............. ......... co ......................... . ............. ........ ...... ......... ...... . PM STX 3+05.00 905 PM ELEV: 894.09 K+ 28.55 ................................. ........ ......... ...... ........ ... Lw . .... ................. PA SiA: 8+1&00 ....... ........ 9105.. PA ELEV-. 893.85 HIGH PT. STA, 2+59.39 K' 23.38 HIGH ITT ELEV. 892.70: Lvc: 180.00 ,.goo + PV) STk 5+20.00 HIGH PT. STA: 3-TO(3.49 HIGH PT ELEV 892.12 ...... .... .... ................. PI ILII 111.12 :K 2203 ...... 6 ... ON ............... ......... LVC; 200.00 +6 + d LOW n. STA: 5+35.91 I to B95.. ...... ......... ........ ....... ...... LOW PT ELEV: 885..27 ........ +d ,t ..... ........ ......... ........ ......... ... .. ........ .895.. mJ -------------- N7PRO 899. ..: ...... .. ...... .................. ................ tt- .................... ........ ........ . ............. ........... .... ......... . GN 8155 .. ..... ... ............................ . ......... ........ ........ ......... . ...... ....... ... .... ......... ......... ........ ......... ......... \ ..... ......... .... .... .... 0 EXISTING GROUNI 0 to q 880 ......... .. ...... ............ ...... ....... ............. .. 880 ....... ....... .......... ....... ........... ... . . ..... ................... ILL 75 8..... Z K 875 .. .. ......... ......... .. 00 m + 870 & Ito ........ ......... ......... ............ ......... ......................................... ...................... ........ ....... ............................. ... .1 ................ ..... 870... O+GO 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4t50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+60 9+00 9+50 10+00 PISNEEReqineming -7. -71t72422E�w 651)6 : -i nve (E F.: 6 i� ovoon00000to ol J'ly -, - 4 AwI I I I STREET CONS 6TLH EANNAR 16305 WKUl N SUTH RGE ID 13 OF 11 McM.Hci,.,RN551W .. - l .1tto o,, N. : w PLYMOUTH, MINNESOTA 554M CHANHASSENtYUKKESOTA I JI