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Sanitary Sewer Water Main Storm Sewer and Street Plans 8.5x11�aa�ar5sresn�5 ■n JUL 1 5 2011 Construction Plans for Sanitary Sewer, Water Main, Storm Sewer and Streets for The Preserve at Bluff Creek 3rd, 4th, 5th & 6th Additions Chanhassen, Minnesota Prepared for: Chanhassen Residential Development Partners, LLC One Corporate Center III, Suite 300 7300 Metro Blvd. Edina, Minnesota 55439 -2302 Contact: Todd Baumgartner Phone: (952) 897 -1707 Fax: (952) 897 -3534 Prepared by: ". 11e1abnMfRNwr.6ic m �x5t bar stv Project number: 2010 -1049 Contact: Francis D Hagen 11, P.E. P'-- 952 - 906 - -7n83 MEX SHEEr NO. DESCRIP'nON 1 COVER 2 OVERALL PLAN - /LIGHTING & SIGNAGE 3 SANITARY SEWER and WATER MAIN - RIVER ROCK DRIVE NORTH 4 SANITARY SEWER and WATER MAIN - DEGLER CIRCLE 5 SANITARY SEWER and WATER MAIN - MILLS DR. 6 SANITARY SEWER and WATER MAIN - RIVER ROCK DRIVE NORTH (PRIVATE) & DEGLER LANE 7 SANITARY SEWER and WATER MA IN - RIVER ROCK DR. 5 & JEURISSEN LANE 8 SANITARY SEWER and WATER MAIN - REAR YARD SANITARY SEWER CONNECTION 9 SANITARY SEWER and WATER MAIN - WATER MAIN CONNECTION 10 STORM SEWER and STREET CONSTRUCTION PLANS - RIVER ROCK DR. N. 11 STORM SEWER and STREET CONSTRUCTION PLANS - DEGLER CIRCLE 12 STORM SEWER and STREET CONSTRUCTION PLANS - MILLS DR. k RIVER ROCK DR. N. (PRIVATE) 13 STORM SEWER and STREET CONSTRUCTION PLANS - DEGLER LANE 14 STORM SEWER a nd STREET CONSTR UCTION PLANS - RIVER ROCK DR. S & JEURISSEN LANE IS STORM SEWER and STREET CONSTRUCTION PLANS - BACKYARDS 16 C ONSTRUC TION DETAILS & TYPICAL SECTIONS 17 CONSTRUCTION DETAILS 18 CONSTRUCTION DETAILS NO. DATE REV31ON SHEETS 1 07/14/10 CITY REVIEW COMMENTS ALL 2 07/28/10 ADD TEMPORARY TURNAROUND i0 END OF D_E CIR CLE _ 24,11,16 S 09/01/10 REVISED END CONSTR. DR. 2,55 - MILLS City Project # 10 -xx Construction Plans mr Sanitary Sewer, Water Main, Storm Sewer and Streets for The Preserve at Bluff Creek 3rd, 4th, 5th & 6th Additions Minnaou Duc 05%26/10 Slues 1 M M Vicinity Map Cee 4a H 6N9 n9: GOPHER r S are TATE ONE CALL \ \\ MR'idl Fre el- 800252 -1166 n' c 8 ¢a D A 1 1 9 017 r STORM SEWER CASTING SCHEDULE cpp7 � .' \�; smocTlraE T ♦ � f l � ` \. � 9 \ e / / I NUMBEit TYPE BVRD pA, CASOHO TY9E cz1 ) f ' L � BB 315 61 y n ¢i 9 "I'a S f / .,� \ n • ' \•�•. 6t un x 1 res I 51 $nIH 17.50' !8• R - 1642 xx za w I wux z¢Z wxx zn w -z1z 8 / 3 52 CBMH 400' 48• R- 3290-L 53 CBMH 1400' 4B' R 3290 -L T 6C ♦ p l // ;..,\ \\ �\4v4 OC I 55 14.0 0' 2% R R -4342 54 1111_ QB ce- Gesz1 41 1 P / 2 _I ? 4 �t\ �..\, /, 56 STMH 4.00' 10' R -1542 57 CBMH 4.08' 48 R- 3290 -L w aor .e c rs . i 60 ca 4.00' 27 R-4342 I n T F CBMH S.JB' R 3290 -L y 62 SMN 635 48 R -1642 ¢ xx !] My )p xu +r J u e •A Q 1 'S / 83 CBMH 639' 48' R 3290 -L y wun z9e t / ( 64 CBMH 54S 48' R 3290 L 1 ® .1 d� 5 D 55 "� za s 4 1 Y' t � \ 65 CB 1400 2). R 4N2 j U \� D \fin \ 4 yyz / 67 STMH 1036 48 R -1842 ` HA Jt • t . \ •� / 68 STMH >Sa 48' R 16,2 & 'I SA 5 fe z ^ l 'f�, fi9 CBMN 6)9 48 R ]290 -1 a 4 , t CBMH 5 B2 148' R -]290 L STMH 691 b' R-1612 8 72 CBMH 589 48' R -3290 L \• I 1; u • - / < 73 C8 1400 2.3' R-129 - c 1 zo P CBMH 503 48' R-3290 -L 2 7S eun 5z wxn 2w C6un Jzp — ', CB 400 2.3 3290 «z_ea res� c 115 d 1 j °� °�- 76 CBMn 532 R- 3290 -L Fs -SO • Ont B ' \ )) DB s 2)• R -4342 yMX -6 n z g, JB CBMH 400' 48' R 14]42 Ly�•>• 1 d -•1 9 CBH 147 R 6' 48' R 3290 Ii H 1t 3 w 216 1 i x \ BO s.. 1 '-y s era LLr. Hn -�aM x r z ,' �. 1 — — 1 • 82 C CB H 400: 2.3' R -] 290 L w •\ a ux 14.00 48' R ] L 83 CBMH sot' M• R- 3290 -L (rm.) sap x -1! / ( 300' 27• R -4342 85 F ES W B 6 B o \ 86 ocS &off 1415' c— y a x17152 I D c� 1 c 2 2 ' A B) FES 18' a 88 CS 4.00' 'W' R- 3290 -L 88A FES 18' Mn x vx9 I `,,; B9 SIMH 17.151' M' R-1642 _ _.. a ... - °— — ° -' -' ° '.• 90 CBMH 4.91' 4B• R- ]290 -L 91 CBMH 3.86' 48 R 3290 -L �[. ux 4 v e • 92 CB 400' 2'.3 R 3290 -L n ' • -<- ` 93 FES 18' CBMH 1906' b R ]290 -L ,; • 95 CB 4w 213 R- 3290 -1 J • -O �:� � • 132A CBMH 13..04' 18 R- 3290 -L 02 M. 4 48 H • f 00' R 3290-L X . 203 STMH ) 2J' 4W R-1642 j I Z T J \ 204 CBMH 559' 48 R 3290 -L 204A CBMH R -3290 205 CBMH 3 48' R- 3290 -L CB 4.10 27' R -4342 207 CBMH 5.02' 40• R- 3290 -L 208 CBMH 0.99' 48 R- 3290 -L 209 c0 14.39' 27' R -14342 210 CBMH 4.02' 48' R- 3290 -L 211 CBMH 146' W R- 3290 -1 212 CB 4.00' 2'.3' R- 3290 -L u TOP OF BERM ELEV.- 8)9.00 3:1 214 215 C CB H CBMH 400' . 6.54' V' T 48" R- 3290 -L R- 3290 -L ELEV-877.9 48 215A 216 C.M. CBMH 562' 5.45 dB' 48' R- 3290 -L 290-L 4. 216A CB 1400' 27 R -4342 :! 216B CBMH 5.80' 48 434 R -2 ra 7 _ NWL 5'14 RCP IE -8)6.0 OURFT O J.3 }S FES -85 217 216 CB CBMH 4.1' 14.46' 2'.3' 48' R- 3290 -L R- 3290 -L R- 3290 22'ilr RCP IE -875.5 ",' E %SON. PROPOSED 219 CB -L IE -874.0 NLE O 0.00[ - 1111 - Soml9ry Server —lpx— SanlrcY Server I„ �JI_ Woter —wpr— water — nyv MONOLITHICALLY POURED st01m Server 1>~sz9 Stam CONCRETE OR PRECAST 0' 100' 200' 300' oramtae---------- POND 1 OUTLET CONTROL STRUCTURE (OCS -86) latest Revision Date 091OV10 cit Project D 1o.- NO SCALE 14 14 2 14 015 The Preserve ak 05/26/10 Seer6 18 at Bluff Creek �`� wwa r iPrBr•r� Chanhassen Residential Development Partners, LLC 3d 4th 5th r, , �Z Bll X pe I 1C . w.. _ oo. co c4am m smt4 300 SL 6th Additions tin g & Signage I NaOlt6 d .100 Mmo BIYd nwti. Blau. AnnaOa 554382102 mush— lLLZmmh 2 2 /v 915 FINISHED CA GRADE CA SUBCRADE -1 6th ADDITION 05126/10 er,� 3 • or rR l9 r 5th ADDRION 3rd ADDITION - 6 EXISTING 2nd ADDITION -" 5th AMMON I 3rd 1 EXISTING 2nd ADDITON CR9 1B Hwn B,IRre Oi9Wn9: GOPHER STATE ONE CALL T - „ lI „ „-, ,,, - - Mn. T0, Free 1 252 NOTES: - O O O O O 911.6 WYE =D+96 922.5 9250 a OUTLOT A W2 =0 +1) W E I+0) W E 16 W E 2+]1 W E -O +DO W E -D+31 O GG 5 MNE -If56 W E 2 1} V ,& ¢ % ' NKAh0 END iOFYSTUB R S RNQ \� 5 s 7 8 - 9 10 1 2 3 4 SN ADDITION 2 2 wrt -X +xX S RNLE WYE °aAT'oED5 5DNANITARRU SEWS FROM - W /AU %. VAL STA1508 UG y CONNECT PL ER k UTILItt W /AU W/AU %. V NE 93).1 92).1 O 'y 3 EATER DOm STREAM N.H. 1 13-6 DIP 6 AS EMEN MAN .V ".6" 1 WYE = ),5' MIN. COVER FLAC HYDRANTS M1 I 4 ,6" TEE CRND. EL -90.2 10' (T-) °" O V B TEE GRNO. EL. 921.2 I wYE -O+fiB STA. 11+20 REMOVE PLUG k CONNECT I 1 =0 EX . WATERMAIN EXTEND RODS ON DEEP VAL E5. Itl _ e' -15° BEND / S T TO I STA.. I5 +COB Aoo' 35 00.612 PVCC900 IGO I IE - 90).05 ' ° e' C.v.'' 1 fNWATERMAIN 1 1 INSTALL PLUC RE AL CROP MANHOLES i0 BE CONSTRUCTED U91 C OUTSIDE DROPS. 1 1 IE - 921.99 1 1 1 1 A R S A CIS LATEST CCORDA CE YATH THEN • • SPEC CATONS AMC Ei 3 ,a 91 sl AL LAILPLA SANITARY w AND WYES A q5 SHALL BE 6' � 1 4 2 Z MH -32A 616" TEE H_3 - O S 6 5 \ WAERMAIN SHALL NAME ALL )S' M LOVER - l Q E 900.2 903 ] : 90).1 1 O O O 916 ] 919.1 O 922.1 - O 925.0 B -10 4 ,� '' N All DISTURBED AREAS SHALL BE SEEDED T O SODDED IMMEDIATELY MH 29 69).9 WYE.1f99 WYE.2f52 :, o a WYE.° +9 WYE.1f01 wYE-59 WYE -2+10 ° MINIM- MIIE EROSION OS S ON 1 3 4 5 W 1 2 3 u H S 2 °\ J ALL CONNECTIONS TO E%ISTWC STR UCTURES MUST BE CO DRIL ID. U RE 1 2 4 3 �� 1 6A �= SD - 1 I" ALL w K C SERVKES SHALL BE TYPE N OPPER 2 2 /v 915 FINISHED CA GRADE CA SUBCRADE -1 M y 6M 1 1 S STA. N +JO 1 1 mQ' RE =931.00 1 1 "Q ,1C, tE - 922.00 1 " 1 I � 1 1 1 1 1 1 I 1 1 I ' 1 1 FM. OPA4M u.. M. 7TA6 (T. The Preserve at Bluff Creek 05126/10 er,� 3 • or rR l9 r River Rock Drive North 6th ADDITION 1 ,� rPr Chanhassen Residential Development Partners, LLC 5th AMMON I 3rd 1 EXISTING 2nd ADDITON 1 & 6th Additions CE,M,wm, Minn,npf, Construction Plana River Rack CMw NonA 1 ADDITIO FINISHED CA GRADE / CA SUBGRADE. 1 1 1 1 1N P 6J 1 1 — STA. I) +90 / REMOVE ATER TO E %. WATERC.V. / SN ADDITION 1 1 � STA1508 UG y CONNECT PL -TEF PVC C90 REMOVE WATERMAIN TO EK. WATERMAIN w /B" C.V. EATER 1 MAN 1 ),5' MIN. COVER I MNN .$' MIN. COVER STA. 11+20 REMOVE PLUG k CONNECT I 1 =0 EX . WATERMAIN RE =92 0 E.- 9].15 / S T TO I STA.. I5 +COB Aoo' 35 00.612 PVCC900 IGO I IE - 90).05 ' 1 fNWATERMAIN 1 1 INSTALL PLUC RE S1A ADDITION u A F w)TF9RMAIN 1 1 IE - 921.99 1 1 1 1 M y 6M 1 1 S STA. N +JO 1 1 mQ' RE =931.00 1 1 "Q ,1C, tE - 922.00 1 " 1 I � 1 1 1 1 1 1 I 1 1 I ' 1 1 FM. OPA4M u.. M. 7TA6 (T. The Preserve at Bluff Creek 05126/10 er,� 3 • or rR l9 r Sanitary Sewer ,� rPr Chanhassen Residential Development Partners, LLC 3rd, 4th, Sth and Water Main Om C rp:nu, C— m. SuH* 30O 9300 Mle BIvA ,_m 55-" y12 & 6th Additions CE,M,wm, Minn,npf, Construction Plana River Rack CMw NonA rme • ,"„ y cRB 4e Hwr, ed «. °zmo woLMOOa Pr°kaaro s°r•A�n. m4. ( '. ` 3 lyf'4� . �,.:: \\ �0 , 1� ,Y 3rq /akw fix �j 11 1 GOPHER STATE ONE CALL T n B B00 O� , Z : �I nO 1 WA _CT TO E%. SAN. SMA. Tdl I 252 1166 F` H -32A / 1 L�INELT ,trk \ r0 E%. W.N. GENERAL NOTES: ` ♦ /♦ L�� • // _ \° S ANI SEWE SE-CE NVERT 0 END OF5TU9 ° D ENOTES SRNCE WYE Z B' G.V.{�\ OCATED ON MAINLNE RO 5.0.0 R �i 4 692.5 DOWN STREAM MH / V/TE -Of S, , FLAG HYDRANTS. MM -1 )A WR-0 5 / SEE �Epj 6 ".8' ME E % LEND RODS ON DEEP VALVES. 5..0' RISE • / 3 H 3 8925 LL CROP MANHOLES TO BE CONSTRUCTED USING DU151DE DROPS . '• - 4 0' ( P; Z 8' G.V. W E -0+91 406 ALL UFUTY WORK SHALL BE W CCORDANCE MM THE CITY'S LATEST STANDARD SPEC AND NYD ' AU %OPALV£ Or ., _, - OCTAL PLATES WYE -0 +54 w, 899 fi B TEE A 4 : DRAINAGE k - 1/2 E N D 2 'EASE ENT '� ALL SANITARY SERWCES AND WYES SHALL BE 6 PVC SOP 26 EL -922.0 D WTE -p+09 / 5 / S ^ 8,%B, SEE 89].9 V 1 MN C / 35 ` 6 �, \ 892.2 /MH ALL WATERMAIry SHALL NAVE 7.5' MIN COVER B• M„ 2 y 1i EU WYE -2+02 \.... BBIO _('�'' 7 -Ifs Op wYE.0+20 / C \ J - WYE -i +tz 896.0 \ �� D STUR ALL BED REAS SHA BE SEEDED LL AND NIACHED gt MMEDIATELY �p ♦,r ^`C MH - 16 r. (} WYE•Of02 D ^,�. �. �B9J.0 � - \ TO MINIMIZE EftOSpN ALL CONNECTIONS TO E%ISTMG TR BE CORE DRILLED. S UCTURES MUST • WYE•0f22 6 PV SANITARY O / WYE -0 +2 '(iYP.) I ,' SER \ 2 ` COPPER SE CE 10 892.0 CURB STOP (TYP.) ' ALL WATER SHALL SERWCES SHALL BE 1' TYPE K COPPER PE E' -11 1 /4° BEND( . w/Au %`V .,1� 8" DIP•, WYE -0+]) " -11 1 /1° BEND - f V n t5 5 6 ' I .11-12 TEE I' GRNO. EL 03.8 ° g 892.0 , BEND ro. r • 8 .. -- WYE - , +2) vE / u%. VAi`� B ME ' 0 99 )5 2 W ro _I / U% V 5 N \ e' -zz /2 86x0 ] . . 892.2 I{ L EL -90 : 8 6 ME ..'8 221/2 BENQ 'WYE -2 +42 : 890.5 896.0 V L EL. 051 - B 11 1/4° BEND w 8,' 1 / END -. Y'M WYE -I +8) 4 : ° 895.0 7 O Q -- 89 0 892.4 2 / WYE -1 +25 - B9J.D 6 '•. Delger Circle ..: WYE 0+6),' O' WYE =0 +,{ WYE -0+23 0 0 , G S 5th ADDMON I 4th AD0I770N FINISHED G/ GRACE 1 3rd ADDIAON 1 CA SUBCRADE 1 I 925 915 SIN AD I 1 STA 9 +SS +ss I STN A DDITI ON R,. VE REMO PLUG k CONNECT 9f55 +55 1 1 920 TO EY WATEPoIAIN:./8' C. I 1 I END I s W PLUG IN END rALL PLUG � 1 1 910 "- 51A i A 2,31 1 .La A 2 =B` C9p0 1 W ATER MAIN \ 2 ,3 1 STA. 2f J1 1 STD. A T E REMOVE PLUC k CONNECT I END WAtERMAIN 91 5 ZMIN. COVER I \ i0 E %. WATERMAIN v /0' INSTALL PLUG )2)' -8 PVC Z7DD- 910 i WATER MAIN 7.5' MIN. COVER 1 " sT "A.i «so PE -9120 _ _ _. _ 1 38' -8 PVC C900 T M - ).5' MM. G- _ _ - J.a ADD IRON 5TA Of90 IE - 900.59 IE •900A9 MH_16 1 REMOVE RUG k CONNECT TO E%. WATERMUN 135' 8' PVC SDR JS O DAOX STA ./ a C V 905 MH-32A I 3jp -.9. RE - BOB.)9 Mn -TS. IE 89789 Si .Be]5 263'_ 8 PM, 9TA t1 +00 - w' RVC �R ST E 89))9 RE- 908.34 IE 808.44 SOR O 1.49X. 1 X. e' PVC WATER MAIN 9 E 90)i5 1 JS O E -90)05 'I 2�6 E 898.3 4 STA3+)0 900 E 906.190 1 E 906.39 30• -0' PVC SOR 3 JS O 2 JOR -90 {.28 STA 3+15 M jp 2t0 8'PVQ BDRJ500.40X B90 1 1 5 PVC SDR. 35 O 0.40% 65'-&* PVC SSOP, 35 O 4.00X ; R iE - 892.38. IE 'o.I E - 892.28 E 891.)0 891.69 1 FE 2126 ]I MH -II 1 STA.O +SS 1 I E - 881.11 RE - 902.96 110- e' PVC SOR JS I 54' - IS' PVC SOR JS • 0.91X E - 0.4] I 5' -8" PVC SDR 35 0 0.57!. IE - 89 1 MH -) O 0,40% STA.O +00 RE - 902.95 I Ex. PE - 00].39 E NW tr SC- 888.6A 895 S,H ADDITION 4t -8' PVC SDR J5 O O.S7X E 895 STA. 9!65 4TH ADDITIOn REMOVE PLUG I STA. 9 +65 Jr< AC0ITION IE - 889.14 3 E % PVC SOR JS O 0.40X k CONNECT TO E% SAN. 9WR. I ENO SAN. SWR. 41N AODITIO.V STA. 2+70 STA 2+]0 EH0 SAN. SWR. 55'- e' PVC SDR JS O 2.05% ADDITION J STA. 0+90 E% STUB IE =090]0 1 INSTALL PLUG 1 STUB IE- 906.51 I REMOVE P tr CQVNECi 1 MSTAlI PLUG I.44 STUB E REMOVE PLUG k CONNECT 890 . MR. °091 TO E%. SAN S C TO E %. SAN. sm. city nrojed # 10 - 880 11 10 9 B - 7 B 5 4 3 2 1 0 1 LateZ R-W- Date 07 /28/10 The Preserve 05/26/10 eE..e 4 oR IB at Bluff Creek Sanitary Sewer I I 7C I I Chanhassen Residential Development Partners, LLC a. co 4 SUN. 300 3rd 4th, 5th & 6th Additions and Water Main Construction Plana VA.tvvowd TWAWWX �� _ P � m/28/1D 1779 p 8 BdN., Mlnu4ob BS{N 2W2 mAnhAem, A1(nllgoh Dd/a CLde L_ •2010 W<s1— Pr9bsi 9n9 I SaW<es. Inc. -- - -- - GENERAL NOTES' Can 46 Han Debra 69969: . O . 3. SD S 2 ' "- GOPHER R STATE ONE CA E LL �� WfE 0 +36 WTE =1+16 6' P S NIT; Y 3 5E O DENOTES SANTARY SEWER 1111E INVER7 O END OF SNB 00 -252 -1166 W. Tol Y F ee 1 6 8;6 ' WYE =Or63 ' W WYE - % +XX D EN O TES SANI SFRMCE WYE WYE -Ohn12 W LOC TED ON MAM NUNE � DOWN STREAM M.N. ALL SANITARY SERMCES AND -ES SHALL BE 6' PVC SDR 26 906.6 L 9 6 �' / N - NN -10 y RAC HYDRANTS. ALL ft— SHALL HAVE 7.5' 2 WYE -3 2) k BE 14 1 COPPER SERMCE NH -10A E %TEND R0p5 ON DEEP VALVES AID, UN COVE SLR 3 n /CURB STOP (TYP.) I EF R I 5th'ADD?70N- A D LL AREAS SHALL BE SEEDED .', :. q ALL DROP MANHOLES TO BE CONSTRUCTED USING OUTSIDE DROPS AND MULCHED OR SODDED IMMEDIATELY P , 4 B' 11, )/4' BEND u . N s : ALL UTLTY WORK SHALL BE IN ACCORDANCE WITH THE CITYS LATES! TD MINIMIZE EROSION ALL CONNECDQNS TO EASTNC _ WYE - 2 STANDARD SPEC FICADONS MO DETAIL PLATES. STRUCNRES MUST BE CORE DRILLED. A11 WATER SERNCES SHALL BE ttK COPPER 9 ,` WYE =t +A .. HYD. J 1' K 4A .. 895.3 6 ..' A W /AUX. VALVE C B. D.V. 8 DIP PLUG 73 ', `. .. 22 1/2 8 6 TEE GRND. EL. =92 s .8 C 4 10 Nro. .... ... %pPAL `. 908J P 9211 ... ...•.� F, ,' 'e - F6' ME WYE -J +51 WYE -0+84 �.. :WYE -t +22 2' RISER '. D E I 901.8 WE 2r91' BETWEEN G O` STORM. W 3 '� WYE 2h3f eA \\ Y i WYE -1 +69 2 MH -) 2 �>> 'B' CV. k D i — DR�MENT 894.7 WYE +11 _ W �A YE -0.56 a3 3 \� Mills Drive °° 0 3rd ADDITION 915 FlNI9HED CA GRADE CA SUBGRADE TINISHED C/L CA suBORADE. GRADE 94t 935 FINISHED CA GRADE — CA SUED 910 9 P ao i / 94C 930 .5' COVER 905 92 93E 925 900 / INSULATE BETWEEN 92 93C 920 A 50B' STORM k w.M. A WAS- h 895 , / t PMC 91 143' -B' PVC SDR 35 0 D— 92 91 3 H -10 NH -1OA STAB+93 890 21' Il STA.) +50 RE -- 9]6.32 RE - 937.60 : E.�925.]4 910 E -8929 M EPA A 18 4W. INSULATE BETWEEN STGRM-k W.N. 91 E- 925.1) IE -9250) 92 MN -) T SEPARATION 885 E - 90214 I E - Be9.14 RE -F -F 40 IF - F E -s O�D) g0 91 905 MH -6 STA.J+65 RE = 91).33 )5' -B SOfl JS A 5.13S. X906.12 IF E - 906.02 City Pro)eCt A 10 -X% 900 0 T 2 3 4 5 6 7 6 9 Latest Revis(on Datr. 09/01/10 The Preserve DMK 05126/10 si- 5�OF 18 at Bluff Creek Sanitary Sewer "� .« ..IM�� -•""�� -°�" '-"" - -•o- P�w"a Chanhassen Residential Development Partners, LLC °"• �°�— BUD. '°° 3rd, 4th, 5th & 6th Additions and Water Main Construction Plana \IlsaNSOOd w- ...e..M� - 09/01/ID 1TA6 N Bdiny Meweob sM19 -23°2 CAulM1— h immb M1w Drl.e °2010 Weatxooe Pl-li- Services. Inc. CoN 18 H DelOre ei99in9: GOPHER STATE ONE CALL MO, Fix X Free 1 6 800 - 252 - 1166 GENERAL NOTES: -� O R SERN¢ • 1 _ ... 1 6 wVERT O ExE S SEINE TUB 5th ADDR70N 6th ADDITION I "cE w E 8929 ". �� 9 026 904.0 O 9� LOCATED FROM S1RONI MA BBJO 8 940 6933 895.5 69S.J ., OU O� 4 p«�fi - � 8983 WYE 0.45 WTE -M96 O V F IAC H RANTS, V/L M WYE -0 +69 - WYE =1+08 WrE -1+66 WYE -2+21 WYE -0 +81 w 896.3 WYE -I +01 WYE =1+61 I +' _ � V.. ... .... EXTEND ADDS DX DEEP VALVES. 1),0' PoSER 18.0' ISER 18.0 ..A 11.5' RISFR. � II W1'F 0 46 4 �STOP( NI L 1 2 1 -YE. VAL 2 3 4 j 1/4° NO 8 " -22 1/2 RENO m $ 1 ; � 'Z 5 5C ./CUR P B' PVC SANITARY USING OUTS E DROPSTO BE CQVS RUC E 0 ALL UTILITY WORK SMALL BE W 10' 10 6" OP: 8 " -11 1/4 BEND m Q R 10 - SERNCE (iYP) CCDIDANCE Y.IM THE CTY6 -ST 1 (TYP 8'x6' FEE Mil-- w v II G.v. T19. MH -2J ( ) B STANDARD SPECFICATIONS AND CARD. E L- 4.] 1 1 /• h .: .: ... I I 1 1 I V. -..... DETAL PLATES. ALL SANITARY DES AND WYES ' x • °a. = c I SHALL BE 6' PVC VC SOR 26 MH -23 _ O �] 0 _ p r 1 1 1 r I ....... MINIMUM CONK SHALL HAVE 5' LL 1 w 2 5 M ... (6 G.V. (6th ADD.) NH -28 - I WYE ll MH 22 YD. H -25 B ".8' lEE - H/A "� : Q ALL DISTURBED AREAS SHALL BE SEEDED " Q AND MULCHED OR SODDED uMEDIATELY ........ 898.8 5 _ FISE MH -19 - 18.0 RSER - - W /AU X. V*..VE 8 6" OIP W /4 V V£ 8' / ' BENp 12• - e O P M EROSION TO M N WYE -I +60 1 : .. - 1' PER SE-CE a 6" FEET C w 8 "x8 TEE - B' 11 1/4° BEND ALL CORRECTIONS TO EXISTING 3 �� 9.0 PoSER �� w /CURB STOP (TIN.) CARD. EL. #8958 SA GRNO EL 808.4 STRUCTURES MUST BE CORE ORIL E0. 6 PY_ s TA R e 6 I "' 1 6 2 3 4 5 .' ALL -1ER SERNCES SHALL BE I S - _. SERNCE (TYP. , w 892.8 895.) 091.0 899.3 WE K C COPPER 4 5C 2 x 2 W 1 X {I I v s A .o.11 W E -0 «11 W E_, J W E -o.sa � W.E • VVV U j °N' F- EASEMEIN�Ta VTIU I - I R° Da cE unTr � a u EASEMENT 3 e I River Rock Drive N. (Private) Degler Lane D 0 .• 0 51h ADDI770N 1 66h ADDITION 5th ADD177ON 1 4th ADDITION FINISHED CA EUBGRADE CA GRADE FINISHED CA GRADE 1 � III, ADDITION 1 905 C/L SU9GRADE I 905 / 102 PVC "00 REMOVE RUC t CONNECT j TO EX. " ERMAIN r /6" G.V. 975 _ _ _ - pl MAIN 1.5 MIN. R - i y 900 _ 0 SJ6 R MAIN ER. 1 1 1 900 / i 1 30' -8" PVC C900 TER MAIN )5' MIN. COVER 910 SIR p 1,55 1 i 1 895 / / -35 a 0 C SR 1 1 90_5 _895 STA. , +55 END WATERMAIN 1 16 I 890 INSTALL PLUG 1 890 R 55 1 QO 20' -8" DIP D:. 52 O 4.05% _BO PZg5'A 1 41H ADDF" 1 \ to y MN -24 MH -25 I STA.{ +25 A. }«20 RE NND WATERMAIN STALL PLUG _8 6tH ADDITION 1 1 885 •91 J.81I RE - 910.61 E •80,.81 1 IE •898,]1 1 995 STA 1+55 REMOVE PLUG a COxxECi 1 1 IE = 898.81 1 1 TO EX. WATERMAIN v /8" C.v. 1 1 880 1 1 MH -2S 1 STA.2 +30 MH .2990 RE •905.88 E : 5 880 1 �. 1 890 5' -8" C900 (DRIB) O 0.101E I RE - 905.42 1 .E IE •8)6.14 . 1 IE .615.61 1 875 STAD+00 - " So ADDITION , B I OO.bI 1 190 -8" C900 (DRIB) O -Ox IIH -2HA RE 877.0 - E - 8)).00 875 - - MH 94' -8 C900 (DR16 NN -2J STA1a J4 1 1 865 RE = 903.9) IE -.S., STA 2 +30 END SAN. I- I fi1R ADDITION 1 STA 2+J0 STA.0 +10 R[ - 89).94 O 0.10 RE •90.19) IE - 00 9 870 1E - 8)4.JJ IE - 8]4'6] NST'4l PLUG STUB IE.875.]9 REMOVE PLUG I TO EX. SAN. sm. a CONNECT B70 IE = 874.29 IE =8 0.19 E =B]4.]] IE - 8)4.8) 1 -- City PEo - fIX 10 880 0 1 2 0 1 2 4 5 Latest Revision Date 07/14/10 Tile Preserve ar 05/26/10 "• .�., -� at Bluff Creek Sanitary Sewer Chanhassen Residential Development Partners, LLC 3rd, 4th, 5th and Water Main Ons Co c.- By SOU. SoD 6t 6th Additions Construction Plans e.�aimlb[Yt 7300 k1.no BIM C1Mek.se, JAinnmlA & D. Bork Dr. N. Wrtnle) y 07/14/18 Ir_ x. 17716 B U Mlnve.9N 3%194302 k De;ly Wle L F -201D —Noo0 P,f, ,i,,d Smicex Inc. Col u nwn Before a;qm °v: ! 1 GOPHER STATE ONE CALL 41 6D I ; 6C CZ y r.n 1 — 1 4 q -1 Ip / JF Mn T Y frec B BW 252 1186 C - i W - 11 1/4° BEND GENERAL NOTES: E RAIRACE s, UTUtt EASEMENT XpI,% OENDTEB SANITARY SEMER SERNCE .) C .__....�., 1111 1/ III�IIIII�IIIII •IIIII•IIII�.a�..._. INVERT •ENO Of STUB S j ' r e -u 1/4 BEND \ 6th ADDITION DENOTES SAM TART SE FR SFRNCE WYE ° BEND 7� \ LOCATED ON MAINL rvE FROM B It t /4 L L DOMN StREAM M.N MH -37 66 B95J2 B94 FLAG HI9RAN15 V M O O AJ WYE =0 +58 J 905.3 90BB EXTEND RODS ON DEEP VALVES. WYE -2 +95 ALL DROP MANHOLES i0 BE CONSTRUCTED O US NC ITS KE DROPS. . 1 I i W r EEAASEUiNT k UTILITY Au RICE uTUtt WORK SHALL BE w 10' 8' PVC AMTART MH_3fi \ SE (rrP) TYS LATEST MH -34 B - C.V. y '� STANDDAP0 SPEC AND MH -3J v U O OETA0. PLAT 8'K8' TEE _ -' ' • _ ( ( ( ( T ALL SAN TARY SERNCES AND WYES BUILD MH OVER E %. E. P C B PLUG 1 SAN SWR STUB ALL .—S SHALL BE 6' PVC SDR 26 fi VIARM SHALL H 7.5' IC CO TERMAIN STUB D'P 1 ` MH -3 ALL DIS 8 V TECAPNN AVE ER G ALL DISTURBED AREAS SHALL BE SEEDED v Nn -Sa HYD W /AU% VALVE AND NU CHEO dt SODDED MMEIMATELY W/A %. V K .A0 9' 6' qP TO MW M 2E Eft0510N OP _ 9 6. 8 -90 BEND \ UCER ALL CONNECTIONS TO EXISTING CflND. Et 903 1 SERNCE GRHM EL -91B / : S STRUCTURES MUST BE CORE GRILLED. T � 0945 ' B97.fi / COPPER STOP / (�i /m SE .) ALL wA1ER RNCEB SHC11 BE l Ilk W1E=/D C7 �+]t WYE-1 +l1 OV / OT M 1 TYPE K COPPER River Rock Drive South \% 6th ADDITION so$ �fIN15NE0 CA GRADE v0 IW Ch SUBCRADE Jeurissen Lane D I5D 900 ii' 4811-B•PVC udo- " WATER MAN 6fh ADDl770N 2s• LAIN. COVER 895 \ 920 II II 890 915 qi \ -- 288' -B PVC C900 II \ / WATER MAIN IN MIN. COVER 885 \ \ FINISHED CA ORADE / / 910 I1 _ CA 9']BCRADE I +I / I / 11 880 / sin..00 ] i: II / RE .917.62 9 5 / E =905.82 II 87 5_ I 1 11 II S O S ' 870 p I v� 895 EX. MH III 2,0.0 00 (OR'B) SDR 26 0 0405 SftTA.0 +00 09 E =90386 115' -8 PVC ! N= 889.71 II 112' -0' C900 (OR1B) O 0.405 30' -8' DIP CL 52 O 5.775 890 B865 $ IE E =88291 • 0.10%. IE 5=883.68 I/�1 _ _ _ _ - _ _ " -]7 .1" . 538 MN -34 IE W =B83 S8 O6 - -- - J 1 STA.3100 ST 00 'STA.5+46 STA2+281 M" -33 STA.2 +26.1 90237 PVC O O.t05 STAl +15 RE 902.53] RE - 89).60 RE �89P91 RE eBBfi 52 RE STUB RE =905.21 DROP IE =88452 IE =SOB E =86558 IE .8 826 IE 664 ]g B8.57 860 E =88411 E :8�612< E -M 69 72' -8• C900 DRIB O 040% IE -.4reS Oty Fnojed f 10 85 0 1 2 3 4 5 0 1 2 3 4 latest Revision Dlte 07 114/10 The Preserve AMa 05/26/10 — n 7 v -r 18 TMs'^" E� at Bluff Creek sanitary Sewer �•� Chanhassen Residential Development Partners, LLC 3rd, 4th, 5th and Water Main I I 1 � n C° 73m A CsO B IM o " . 3p4 & 6th Additions Construction Plans I11100d _ W/NAU 17716 .w. 12f. c+.e B d4u, Mineeaotl 91119 -2902 ChOOuwm, T1Tinnmtl Rfier A¢k Orlve 5 k 1aMrT�1N lane L y °s q� v 21 4/ I ' 1 T SB 2 I / MH -22 2 OWR UPVCSIUB E%. 2OJ I' ,`'T - O AN 5th ADDITION 4 � s 5 4a 4th A MON 6 7 CPII 48 Noon eelP,e 6i99i, GOPHER STATE ONE CALL Mn. Tdl Free 1 800 - 1168 GENERAL NOTES: The Preserve Rear Yard Sanitary Sewer Connection DENOTES SANITARY SEWER SERMM at Bluff Creek 5th ADDITION w WYE_ % DENOTES SANITARY SEVIER SERMCE wYE Water Main and W w/Kno I FINISHED GRADE & 6th Additions Construction Plans FLAG HYDRANTS. w p.- Min M B S 291YG m . Ml eeJue nnaeM MSDNC GRADE ALL DROP MANHOLES TO BE CONSTRUCTED USING OUTSIDE DROPS ALL UTUtt WORN SHALL BE N ACCORDANCE WTH ME CITYS LATEST STANDARD SPECFCAMONS AND UETAC PLATES ALL SANTARY SERVICES AND WYES SHALL BE 6" PVC SOR 26 ALL WA CMAN SHAD HATE 2.5 Z� OISTIIRBEO MEAS SHALL BE SEEDED MULCHED OR SODDED WMEDIATELY TO MNMM EROSON ALL CONNECTIONS TO E%ISDNC STRUCTURES MUST BE CORE DRILLED. ALL WATER SERMM SHALL BE 1' TYPE R COPPER -I D. =0 100' 150' f _ I10' -8' "C MR 26 O 189' -B� PVC SOR 26 O 0.405 / ]])' -8' PVC SDR 26 O 0.405 MH -20 - R -19 E 880.00 E - 821.14 RE 693.50 1E = 8]2.]5 IE = 822.65 144' -e' PVC MR 26 ® 0.405 MH -12 SiA0.40 20' -8' DIP HE =821:4 CL 52 • 0.405 R -21 E = 88].00 RE = 8 E = 814.29 IE. X823.61 IE •6)3.51 IE -8)419 CPII 48 Noon eelP,e 6i99i, GOPHER STATE ONE CALL Mn. Tdl Free 1 800 - 1168 GENERAL NOTES: The Preserve DMa 05126/10 DENOTES SANITARY SEWER SERMM at Bluff Creek INVERT • END OF STUB w WYE_ % DENOTES SANITARY SEVIER SERMCE wYE Water Main and W w/Kno I LOCATED ON MAINUNE FROM DOWN STREAM M.H. & 6th Additions Construction Plans FLAG HYDRANTS. w p.- Min M B S 291YG m . Ml eeJue nnaeM E %TEND RODS M DEEP VALOES. ALL DROP MANHOLES TO BE CONSTRUCTED USING OUTSIDE DROPS ALL UTUtt WORN SHALL BE N ACCORDANCE WTH ME CITYS LATEST STANDARD SPECFCAMONS AND UETAC PLATES ALL SANTARY SERVICES AND WYES SHALL BE 6" PVC SOR 26 ALL WA CMAN SHAD HATE 2.5 Z� OISTIIRBEO MEAS SHALL BE SEEDED MULCHED OR SODDED WMEDIATELY TO MNMM EROSON ALL CONNECTIONS TO E%ISDNC STRUCTURES MUST BE CORE DRILLED. ALL WATER SERMM SHALL BE 1' TYPE R COPPER -I D. =0 100' 150' The Preserve DMa 05126/10 at Bluff Creek Sanitary Sewer w p � T � Ch anhassen Residential Development Partners, LLC 3rd, 4th, 5th Water Main and W w/Kno I Ow C9mete Ce— aL Suite 300 ry I & 6th Additions Construction Plans w =6 w p.- Min M B S 291YG m . Ml eeJue nnaeM � Reu YW Sm S— ConnLTtian F CSA.H. No. 18 .... ..... ... .. .. ... i6 DIP PLUG IB'xB�TEE I I I — �rl I6' BUTTE — VALVE 5th AMMON Hm ' W /A- VALVE a a — 6th AD[ MN ie e' ° TEE - GRIND. E -865.5 s SE E BEET 8 1 2 3 4 5 6 OUTLOT A a l 5A 1 5B BB Water Main Connection 5th ADDIT70N Car 46 Nwra MTIr, d.94. : GOPHER STATE ONE CALL M,. TdI Fret- ` am -25i =ties GENERAL NOTES: DENOTES SANITARY SEWER SERVICE I INVERT 0 END OF STUB DENOTES SANITARY SEWER SERVICE WE L OCATED CH MAINLINE FROM DOWN STREAM M.H. FLAB HYDRANTS. I EXTEND RODS ON DEEP VALVES. ALL£ [ONNE BUTTERFLY V TO p� USING OUTSIDE DROPS ALL UTILITY WORK SHALL BE IN CT EX. I IB' ALL WATERMMN SHALL HAVE 7.5' DIP WATER uaN M COVER ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR SODDED IMMEDIATELY TO ..— EROSION ALL CONNECTIONS TO EXISONG STRUCTURES MUST BE CORE dNLIED. CSA.H. No. 18 .... ..... ... .. .. ... i6 DIP PLUG IB'xB�TEE I I I — �rl I6' BUTTE — VALVE 5th AMMON Hm ' W /A- VALVE a a — 6th AD[ MN ie e' ° TEE - GRIND. E -865.5 s SE E BEET 8 1 2 3 4 5 6 OUTLOT A a l 5A 1 5B BB Water Main Connection 5th ADDIT70N RNIS1ED GRADE — EXISnNG GRADE / _ _ — -- -- / — — — 5N ADDITION — 6' DIP CL 51 WATER 1 WATER NMN -- - 7.5' MIN. COYER EX. IB' dP The Preserve at Bluff Creek ... I_..°� , . Chanhassen Residential Development Partners, LLC 3rd, 4th, 5th - B B�n NO do 6th Additions Yftt od ....rx..rx.., Ir. Q7/W10 u�w 17716 6r�.TA.aWAb Bd4u, Ml— S6I512 CkulE� ®. MITIVm1, DMS OS/UM Bsx. - 9 oP 18� Sanitary Sewer and Water Main Construction Plana .M. WiR C-IMZ- Car 46 Nwra MTIr, d.94. : GOPHER STATE ONE CALL M,. TdI Fret- ` am -25i =ties GENERAL NOTES: DENOTES SANITARY SEWER SERVICE INVERT 0 END OF STUB DENOTES SANITARY SEWER SERVICE WE L OCATED CH MAINLINE FROM DOWN STREAM M.H. FLAB HYDRANTS. EXTEND RODS ON DEEP VALVES. ALL oRCP MANH"" To BE CONSTRUCTED USING OUTSIDE DROPS ALL UTILITY WORK SHALL BE IN CCORDANCE — THE CITYS LATEST STANDARD SPECIFICATIONS AND DETAIL PLATES, ALL SAN SERVICES AND -ES SHALL BE 6' PVC SDR 26 ALL WATERMMN SHALL HAVE 7.5' M COVER ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR SODDED IMMEDIATELY TO ..— EROSION ALL CONNECTIONS TO EXISONG STRUCTURES MUST BE CORE dNLIED. ALL WATER SERVICES SHALL BE I' TYPE K COPPER X C' SC' MOO 1�0 RNIS1ED GRADE — EXISnNG GRADE / _ _ — -- -- / — — — 5N ADDITION — 6' DIP CL 51 WATER 1 WATER NMN -- - 7.5' MIN. COYER EX. IB' dP The Preserve at Bluff Creek ... I_..°� , . Chanhassen Residential Development Partners, LLC 3rd, 4th, 5th - B B�n NO do 6th Additions Yftt od ....rx..rx.., Ir. Q7/W10 u�w 17716 6r�.TA.aWAb Bd4u, Ml— S6I512 CkulE� ®. MITIVm1, DMS OS/UM Bsx. - 9 oP 18� Sanitary Sewer and Water Main Construction Plana .M. WiR C-IMZ- F �:� o•.• -..w ..00e:�- ...o...•x ... Cat ,8 H `e aipq' EXIS77NG GOPHER STATE ONE CALL 6th ADDl770N 5th AMMON Mn~Tdl Y Free 1 6 800.252 -1166 3rd ADDl170N 2nd ADDlfION OTE: ...... ... _ ,. GFNFRAI NOTFF. COAPAC EA EF ETD CB - a "- - RAOVS i0 BE 8618 C. k G. YARD AR J HALL ME CS CB -65 6 MM 16 TRANSIRCH FROM ' CALLED FOR OEfl STREET � CC ^"'' SURMWHTA91-E CURB 5 6 7 B 9 10 ' Z 3 A Z - DENOTES WTTERLINE ELEVAPW Y �)' AT INIERSECPONS t! ALL RCP SHAIl BE CLASS 5 IN SIN ADD PCN: CBMH 2 3 �' CB 214 ROADP•AY 5' CONCRETE SV CUNTABLE STA 11+95 : Jae ADD TON MIN. 9" CLASS 5 VNDER C k G 4 9DEMALK (TYP.) CB -61 � C k .-R BEGIN STREET n .ADJUST GV STA. IJ+87 CONSTRUCTION I90INl f - 1 BFGM STREET HOLES TO BE PRE -CUT M ALL $MN -62 4BMH -64 -(�) CWSTRUCIION STORM STRUCTURES THAT NAME DRNNPLE INLETS n CURB INLET —ENT FILTERS SHALL CBMH -B3 � - BE INSTALLED IMMED AFTER BE 4 INSN TO BE FUR RB IS 3 p - h�m BEMn NTANEDLUNnt T E SI el C9MH 82 • ~- BE�RE 2E A OVE0P R DETAIL . E 66 AOOIPON -' -i 11.15 ADD PLATE ND 5302 1)485 STA. D.NSi u.' - Y O' FILL SICVnGE N141ED FIND END STREET }'' n J a DD PS INSTALLED SL 'f� E Ott. ZI B CP N STREET 1RUC CBMN -6} (Tro) T CONS —M . Z l'! C RUW RED. RAMP W 20 R (TTP.) END STREET 05590 A AREAS SHALL '•' DRAINAGE k UPUtt CWSIRUCPON �. SEEDED AND MULCHED MM IN CBMH -81 EASEMEN. , 61IWRS TO IANI-E EROAOH 'r T :CBMH -]9 3 4 $ �: 2 3 I ]M - , , ! ACCORDA HA , K I LATEST 6B Q 4 () STANDAR SP- nCAnCN AND °ETNL C w 5p 3 �'•� PLATES. SEE SHEET 11 k 12. VM v � 5 2., � � CASTING NOTE• M T klk ., ALL CATCH BASIN CASTINGS IN CURB 2 : { SHALL BE BUMPED 0 FEET AND — B SUMP CASTINGS IN N PAVED AREAS SHELL BE BUMPED FEET. RIM F TH W PLAN N PROFILES Et£VAP RE 2 REFLECT IECi PIE BUMPED ONS. River Rock Drive North 60 °° 5 0 & g & d M & m S S w a m I to a w a a m a S m m m a 1 I 3rd 920 6th AMMON m i a 5th ADD T70N ADDMON EXIS77NG 2nd ADDMON 945 W I / us• 4c 1 1 1 9w' K I I / LP FINISHED C/L GRADE 1 1 915 L.P. ELEV - 905.90 I / CA SUBGRAOE 1 1 . LP. ELEV • 9 84.47 940 ^ L.P. STA 204)98° 1 r :". : Sin 8 +84.4) FINISHED CA CRADE ut g PI STA -194)0 'I SiMH -62 1 1 n PN STA - 10100 n � C/L SUBDRADE PM ELEV •.904.6) / I STA.1]1 }6, 13' LT. ry n '^ PM ELEV - 924.50 A.D. _ ].9] I E E _ 20, 8 4 1 1 n m A.D. - J:J9 910 S w K= ]8.10 I i 1 1 N- 3).22 935 / I u n 1 e I VC - 290.00' H.P. ELEV 937.28 \Jrx n 905 / CBMH -82 / 1 1 H.P. STA - 1]+]5.66 \ \ 930 STA1af9a / 1 1 P. STA = 14+25 _ Pw SOR J5 E �90E ]i j / / / ; A.N. ]611.31 \ \ \ -3. 900 925 sTMH - aD 1 PROFIL$. 3 _ _ _ STA.20 +55 17.5 L 4 Nh ADDUICIN / — — IE •906.00 I IE .901.25 CB 695 / MH -6J O - CB -65 924 Si0.1 81)3. RE = 924.]0 122• -t 5" RCP tt� 5 O 1.00E IE RE -918A11, STA.1814 CBMH -6, J IE -92030 CB -84 L_________J RE =92184 RE " CB -81 ST" C6MH -82 IE -909.24 Cl- E =919. 915 _D +55, 1).5' l CBMH -BJ 64' -15' RCP 5 0 8.50% 149' -15" RCP CL. 5 O 0.609 6 STA.2 RE - 905.40 STA.18 +58 E - 901.40 31' -15' RCP CL. 5 0 0.50% RE - 912.04 26' -15 PCP CL. 5 O 3.89% PROFILE 4 E - 908.02 40• -15^ RCP CL 5 0 4.20% PROFILE 2 6th ADDITION 5th ADDYRON: Ci R 10-- 910 22 21 20 19 18 17 16 15 14 13 12 11 10 9 Lint Revision Date. 07/14/10 's .c The Preserve 05/76110 w.sml0 s 1 8 -`"`�"' " "_^°�"" "" +�w� ror at Bluff Creek Storm Sewer T/ assen Residential Development Partners, LLC 3rd, 4th, 5th Chanh and Street oP. u p X0 • 1C M r— Ek s 3m br 6th Additions Construction Plans M— 4 — ,� � 7306 M— B11A I waalaY00d �y. � y WAVl IASw 17716 BdDu, Mhweeod 5509 -230230 2 ChuMlwm, M)Pnn6h River R9Tk Drin N9M L i .2006 Weit -oo0 Proleaai -I Sm4cei. 48 CO 991n9: Inc. 6 oo Hwra 6elore ,.A celiH -sJ •� 3 18i,yF /:�p'.e4 GOPHER STATE ONE CALL X n Ar 6- -m 5D A. TIX Freel - 800 - 252 - 1166 CBMH - fil ^ ♦ ST Appmorvp GENERAL NOTES: • �� el 19 �� / BEQN STREET �� NADIVS TO BE 8618 C. k G. 5tH ADD TOM GO TOM WI / TH 10' TRANSITION FROM ° STA. 9+45' 8, SURMWNTABLE CURB QY \ ECIN STREEI J Q 2EE1 2 0 -80 'CBMH -1]3A -- �. . DENOTES GUTTERIINE FLCVAnW AT INTERSEGnDNs L /d CBMH 201 �� / ED. NMP C9 -202 ALL RCP SHAD BE CLASS S IN POADWAY C BT I - MIN. 9' CLASS 5 UNDER C k O \ , (1 9 / •,/ SE \I I ` 1 e �eax H0. ES (0 BE PRE 6 -CUT N ALL O YS H ADOInON - STORM STRUCTURES THAT HA A ' �,..'. / \ STA 9+45 3 RANTLE NLETS_ •SJ.. l " END STREET - �� n : CIX+STRVC71 L �� ° B SLIME k GUTTER TAB E CURB INLET SEDIMENT FILTERS SHALL LED IMMEDIA \ CBMH 5 �r✓/I //8 /�� CUflB ' BE INSTAL Y AFTDt \Y\ °? CURB Is LED IE THEY SHALL W SS CBMn 15 n STI M -20J - BE MANTA NED UNTIL THE STE HAS , DRAINAGE UTLIIY BEEN STABIUIEp AND MEN SHALL �� 7 - C EASEMENT 2 '' BE REMOVED. PER qtt DETAIL J (� PLAIE NO 5]02 X 20' R. (iYPJ A i ' GV. C COMPACTO Ei'FORT9INS} W-218a 3� `- ry ALL SC AGE TO BE FURNISHED AND 2 V AND AN SHALL MEET ECS. Q INSTALLED BY CITY. ROPBI O _ 0 CALLED F 'UNDER SIRE 4K -. N' I CBMH -21 1 WANTLE 5390 - 1035.90 w - SEE DET SEEDED AND MULCHED WIN IN ALL D SNRBED MEAD SHALL BE Y •A� Aa 4 AS C ♦ BMH -2188 / ♦ 48 HOURS TO MINIMIZE EROSON l �fl •�� s__. J 2 I / - - : p�p0ppg Iy,Y �. "� ALL UTUTY CCONDANC Y WTH ME CITYS LATEST RK SHALL BE w Gi'A ,4, AOp nON E CBMH -54 AOAISi M.X STA. 2+21 'O PLATES, SEE SHEETA GN AND PETAL CB -59 CBMH -S3 (TYP.J :BENS STREET CONSTRUCnO / N ' RMY TU PAOFlL816 � RN Ol'IND • (SEE DE I. $S � EET 15 CASTING NOTE: - ` a ; , i �% i ALL CATCH BASIN BE CASINGS IN C LRE SH D ALL ASTI1 O IN FEET AND C "WMN -52 CB 9 9 % / SHALL BE SUMPED 0.05 FE�ET RIM 5 CA S 0 9 ADP211 REFLECT MIX PLAN PROFILES 5' CONCRETE, END STREET RERECT ME SUMPED ELEVATONS. SIDE- ( .S CON9TRUCTON 3 'SURMWNTA91 , / "�'• / WRB kGU ER 4 5 6.` Degler Circle G . 50 • 00, a -- a a w I m m 90 PN STA - 6 +5Oo 0 0 I 0 0 930 5th ADDR70N ' B PM ° su - )+so 2 PN 2 EHEV = 908.50 4th AOD17ION 3rd AMMON 920 PM ELEV - 912. AD. . 1 H.P. ELEV - 921.91 t 2) FINISHED CA CRAW n P STA - 9+60.53 n A0. - LI, K 3K.65 1 H ' I .58.11 CA SUBCRADE 1 PI ESTA - D +25 PW A.D. 92J.00 :5 P+ PM STA 925 1 .K 1J.21J F - PW ELEV = 904.00 I ip ELEV 90262 H.P. ELEY • 9J 915 m .. StA - 1+40.05 StA - 0 +2).89 84 1 STA A9,5 m m� + m PPM. STA - 1 +15 PM STA - 0 +25 a STA. 9 +55 W I m x n n A.D. = O.)5 1 PN ELEV - 9VI ELEV - 3.1 CONNECT 9 N TO ' q m g n K 119.!2 02.4) P 1 A.O. - 1.3I A.O. _ -1.35 260' VC s EX. ST. SWR. K - 66.93 9 20 - 1 'y \ u W wr yo LOW POST ELEV • 902.)1 _ 1 a9 a ^ w 8 m Low ART STA • 0+52." 910 1-- e,_Z 13•kCo u ' IatH APO t10N m $ 9i M + h Pw. STA - P 0I.B 1 OJ, I u s I CONNECL ITO = x o 8 ' * PYT E 90181 1 )0 '_a 5� CBMH -5) ` w I EK. Si. SNR. + 3r1 AODITON i ' K = ]8.91 1 \ STA.)+3) 1 G STA 2+J1 915 RE. =91 END ST. S 1 34 63 1 WR. 51MH 62 \ IE =90).28 e3 R� I IESBa).BBLUG _ 75 PROFILE 1 STAID +B) 11' R I ] -IS' RCP CL 5 E CBMH SB \ ISTMH -58 J 3 60 -I RE - 920.64 CBM 6 H 1 O O.JSx - E =91429 STA I 1 STA.8+85 )x I STA 6 +8510 R 5 5 RCP CBMN 5J RE •91958 1 RE 919.)24 3• ARE - 909.49 CB 31 i OC %SJx Si 5 +59 910 E •91420 I IE =913.58 R( 41E - 905.19 STA.6+16 RE - 906.52 - �?S RE - 90).444 IE -902 52 1 ADO TOH Q. IE =90].44 I - -- - _ - 83 =18 RCP -- .� RE 90214 25' 15' RGP CL. 5 0 0.3511 I STA 9+55 I I WMH 219 SOR IE 898.14 1 E O ST. S.. -I RE 2 902 BB 4J' -IS' RC 66 -21' R 26' -15 NCP 905 INSTALL PLUG E _898:42 ; I58 5 4' RCPZ CL 5 E-81383 CBMH 21 O .9px O2.00R 895 PROFILE 164 { 5 D cBA- -216 -- - 4th ADDITIVN CL S I )2x RE -9DT95 STA 0 +55 siMn -213 WMH -218 } E 896 SJ RE 902.44 STAO +13 g CB -58 STA 1+)3 .898 JJ E 895.90 RE - 902.23 WMH -5) RE 90213 E -09609 Oa q� CBMH -132A W -60 RE -911 J6 CBMH -Sa B: •89fi 68 JB' -18 RCP jf .89551 CBMN- 2GI83; Cl STA I+51 RE - 918.80 E =90).34 CB -219 IE •89fi 48 CL 5 0 0.49x 5 E = 9DJ.a5 _8_9_0_ 900 IE •914.90 W 55 STA.2+)6 SD' te' PCP STA.0+53 E .89041 126 RCP G" 5 O T WMH -59 PROFILE 1 23_15' RCP CL. 5 RE =90288 RE =902.14 PROFILE 19 osz 6M ADDmoN E =898 DL. s e osox IE =894.92 O 0.]SR 130' -IS' RCP CL. 5 0 0.85R E 904.54 CBMH -218 WMN -215A CB -21 ,O R -902. sEA.l+ Cil Pro N lo-xx� 4th ADDI71ON PROFILE 17 23'-15' RCP CL 5 23' -IS" RCP RE - 901.95 Y 1th ADDITI O 2.00x C L. 5 s E.t ]x IE - 69).94 2 885 895: _ -- - -- -.._- - -- ii - io _ - -.- . -9 -- - e - 2 e - . -. - -- s a 3 2 PROFILE 16A 1 3rd ADDITION ee6 o Lbe RBYleOn D6ec m /2ano The Preserve - 05 /26/10 fir.. 1 11 DP 18 ��. M. MKWHi k µyyY_ w : rd Mme. ror at Bluff Creek Storm Sewer Chanhassen Residential Development Partners, LLC 3rd, 4th, 5th and Street I I P 7C I I oBb �9 �.e �.6 B SM I. SDD fie 6th Additions Construction Plena Ol � Pa V7K Hdfiu, A11n6ecb B1 SN93]pt �INOOd -•-- MI.wpwi minhalwA MBOmtl Dtl6¢ Bide -201D WCfbooe Pratess onal Sov A Ill. -- I pi CO. 48 Hwn W." 6'99 aP 3 N ACE k UU nutt e! = =Y q GOPHER STATE ONE CALL 46 �5D Y e wT ✓ v 3 5E M,. Tdt F e1 -252 -1166 wI 3 2 1r. GENERAL NOTES: `Y 4 "TH 10' no' FRa C. 2 u ' �Fl�i] LLLB SURMWNrABLE CURB 2 •' • . CBMH PE0. RAMP 20{A .CBMH 6 6 ` O.\ 3 `. PROP08 (NP.) / 4 /[ / AENOTES WrTERUNE ELEVAnCH ADJUST M n. 5th - ADDITION' i wTERSecnor+s 1 Pd • ,(TYP.) H_ H- ALL RCP SHALL 01: CLASS 5 IN . C M ROADWAY Q,h 4 µ _ i _ _ _ 6^'oPB' f MN. 9 CLASS 5 UNDER C k G - ; \ 6 - �- e / STORM STRUCTURES CUT I H A L L L£ H S TO BE S ' " "'. CONCRETE ` CB -212 CB -214 DRNNTLE INLETS. BMN 2 9 SDEWAU (i P. % RB O u T L E SHALL ' CV INIEI SE Ex Fl RS N SU MWNTABLE OJJ T CV BE INSTALLED IMMEDIATELY AFTER 4A C P CV B k GAIL ER 5 6 CURB R C ETE EY SHALL } V •� - `• BE MAINTAINED UNFL THE ATE HAS O "' n PR0�8 / 9h 20' R. (IYP.) . /., / ;/_ END S1HEEr k SIOEWALN BEEN STABI112ED AND THEN SHALL `CB H 204 b y' •, 2 3 END S STA. 8+73 BE REMOVED. PER INTV DETAIL Q ' 4 f PLATE NO. 5302 1 0 6 6 A ALL SGNAOE TO BE FURNISHED AND " - f M1MM INSTALLED BY dtt. ..... .. - _ - D RAMP 6 DD ON -' 5 6B RNNALE k U , 5590 105590 •, ., EASENEN 3 A pST . AREAS 9 I BE • / / .. ... 1 43 OURS AND MULCHED MM IN 4 4 LB 2 FFF 2 1 2 4 6 xWRS 10 MIN EROSION •AO ST A LION NFABLE TE ALL UTUTY WpiK SNALL BE W A001 W TI CURB k CUTTER ACCORDANCE IM THE CITYS LATEST . SPECIFICATION AONST C.V. D 5 Er QLH STANDARD SPECIFICATION AND DETAIL .. d I CWSI UCnpl STA. 1.4 PLATES SEE SHEET Ilk 12. 1 CBMH -203 3 3t vo , / () - ]5 BEdry S EEi `J 'i M.H. \ OPIId II h CONSTRU TON CASTING NOTE: 2 �I 2 CB - 206 Z \, :: C PiOeua f S MX -203 9 ALL CATCH BASIN CASINGS IN C D \ ` NOTE 2 R i ��; x HO.E C Si CASTINGS :1S AVED ARE AN N P AS CONPALnW EFFORTS INS �- SHALL BE SIMPED 0.05 FEET. RIM 5A M I m m , ' 'YARD AREAS SHALL MEET SPECS: 2 ♦ EE�IIO S W PLAN PROF CBMH 201 >> CALLED FOR UNDER't_ETS TAH -]I . " S' r _ __ _ _ C E SU V E ED E NS. . x 3 l 1 _ 51 AH -BO r - 19ronu n 1 4 Vl�i 2 SIDEWAX (T Mills Drive River Rock Drive N. (Private) D. so' Too' 1s0' 920 NM su o J,SO _ 3rd AD MON a PN su - 6.50 940 T P EIEV PM ELEV PM STA 20 AD. • 1.67 - a AO - 548 PN EIEV 905.72. •53.9 / ry K - 1649 5 u SQS i FIN ISHED CA SU C DE BE A.D : 5566 FlNI ED CA MADE 1 1 n a 1 > ♦ w u 915 Pn m a Ch aBCRAOE aW ' 935 PW STA - LoD „ 915 j - P. E - 904.16 CB H -202 _ - .D. O4D STA. I5 - - CUM. -211 K - 224.4) RE I- 919.82 / ' STA] +BB -� 'P 91Q • 11• CBMH -204A E ,914.80 / RE - 9]5.62 L -- a 5 / Oho ssx E = 931.21 930 R mN AWITON < 910 RE = 918.61 51N AD 5 O 2 j o ADDITION STA. I +sS m p. IE - 912.81 j b CWNECT TO W 1 5 RCP II 51A. I +55 a �' E %. ST. SWR. i P V93' 'END Si. SNA a \h SJ -15' RCP CL 5 O 3.]51 INSTALL PLUG 905 s a / / Ah 6' yH• cBMN -z+l C9 - 214 925 W IE= 699.02 + 1 05 O h' STA5+95 n W / 5 RE - 9]1.1) Si 88 u nOR= , p. �IE- 926.]1 E CBMH -213 9J 2 / O 3 fLCP E 9]I RCP J5 SMM BO CBNH 204 28 15 ; -' RCP STA20.W. 1)5' L 900 i VS 0.CP Sia 2+10 1 920 C1. 5 O 1 601 - 5 RCP CL. 5 IE + 900 VT 5- RE - 90925 \G - 26 IS CL 5 O 0.558 SHAH -71 a , 5 85 -1 1 400. 11 E :1,1,4:92 ; STA.0411 12 ft 15 RCP j 51MH -20JA IE 066 CB -212 RE =904 )0 601E CBMX -]9 4 i ]4 Sr z+zD PROFILE 9 RCP RE =931.]6 .PROFILE S ST I A O +2 CB 6 j NH. 76 RE -904 B1 61h AMMON STA O+J) 4 14H �'HS CBMH -211 5 A.5 +98 IE.- B9) CBMH E - 902.81 CB 209 CL. 0 2.13 CBMH -210 IE - 92].36 695 E - 89).67 RE 23.40 1 Si ]J 3rd ADDITION 915. 15 IS' RCP i; E -90J.N ST 1+2> IE -90005 695 RE 26' -15' RCP CL 5 E 919.01 RE 4 92].47 E -89801 4 J 31 - 898.5 d. 5 O 1.501 f� O ].001 CBMH -20 - E 919.45 ST O- PROFILE 7 CBMH - 208 26' RCP CL 5 2.50% a o o s a s Mn - 6o RE -911 ST A4+15 RCP CL 5 O 7,501 C8 -75 B -7) RE - 902.]4 w ADDITION RE - 919.62 STA,0+26 E - 905.12 690 E -8 =696'69 117_15 RCP d 5 00 P 3M MAMMON 99.N STA.20+BJ 690 IE E =695.71 IE - 915.8] 91Q RE - 99.3 - 899.60 CB -61 IE -695.5 26' -15" RCP CL. 5 O 3.956 E =905 40 CB-206 CBNH -2 CBMH -2D4 - 2J' -IS' RCP CL 5 - ' -15' RCP R. 5 ,E =" 4. RE - 908.60 STA.2 +10 O 0.501 CBMH -]6 O ].021 !1' -IS" RCP CL. 5 E - 904.50 PROFILE 8 RE = 909.25 26' -15' RCP CL 5 O 0.601 O 0.501 665 3r4 AD. 1E •903.82 ._ 905 PROFIL& 11 PROFILB 10 Ct Pro ► 10-x1 685 0 1 2 3 4 5 6 7 8 9 0 Sth ADDITION 1 5th ADDITION 2 latest Re Won Date: 09 101/10 } The Preserve a: 05/26/10 In,.6 12 DR is _,� r � at Bluff Creek Storm Sewer Chanhassen Residential Development Partners, LLC 3rd, 4th, 5th and Street I � I `� c/ M m 4 BIh 9m do 6th Additions Motw00d Construction Plans w-ry.an 09/DVID P 17716 B.- Mhw/ob 55459"2302 Ch h__ Mi>Nmh Mllb p. k dve Rork DY. N. �AW L I NMS/wood LINK . ....._. ' - -- 1HHIHHI C J R -)BAJ SC u� 2 5B 2 1 SIC fj .. .. L. CcNPA nON EFFOR rv51DE ...... ... _ A YYA RC RE AS SMALL EET SPECS �... CALLE FOR UN DER . THE M E 'GEM CB -]3 ZBMM ->0 ADJUST ..A STMH -)1 C OFlLB u O ADJU BMH -)2 - : - ...... ...... ... m —4th ADDInR 4146 TA. 510 A ' STREET CBMH -68 STA. {146 CONS -1014 CB -66 CONS SDIEET MUCnON � 4B FANS Q PED. RAMP 5' CONCRETE (TYP.) 9 EWALK (TYP) SURO E CRREIE T 'CURB E CUT k Wi R 10' R. (T-) 1 2 3 4 5 6 �6� 5A STNH -68 D MH .M� O En�MErvT k UTILITY Degler Lane 4Lh AODInR STA — END ST. SW INSTALL PLUG E- 909.58 5th ADDITION STA 1{36 )s re c0NKCT TO u EK ST. SOUR. PVI STA - 1,34 n PW ELEV 905.00 A.D. - -4.42 K -39.59 1 i ce/ I w r; v FlN DE CA SUB RAGE A J i / 5 u i .AS, BC CB -73 STA.445J GO 48 Hwro :11111 "19911P GOPHER STATE ONE CALL ao:2 Mn�Tdl F— 1 -800 -252 -1168 GENERAL NOTES- • RADIUS TO BE 6618 C. k G. W11H 10' MAN9nR FROM SURMOUNTABLE CURB DENOTES CUTTERUNE EI TION AT INTERSEcYONS ALL O N RCP SMALL BE CLASS 5 IN • N 9' CUSS 5 UNDER C d G HOLES TO BE PRE-CUT IN ALL STORM STIR CTURES THAT HAVE GRAINTR£ INILETS CURB INLETE FLYERS SH BE LE CUT COMPLETE. THEY SHALL BE MNNTNNEO UNTIL ME SITE HAS BEEN STABILIZED AND MEN SHALL BE REMOVED. PER CITY DETAIL RATE N0. 5302 ALL SIG AM TO BE FURNISHED AND INSTALLED BY CITY. 55.90 - 1055.90 ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED M TH IN 48 HOURS TO MW M ZE EROSIR L UTILITY —1 SHALL BE IN CCORDANLE — ME OTYS LATEST STANDARD SPECFlCATIR AND DETAIL RATES. SEE SHEET 11 k 12. CASTING NOTE• ALL CATCH BASIN CASONCS IN CURB SHALL BE SUMPED 015 FEET AND ANHOLE CASTINGS IN PAVED AREAS SHALL BE SUMPED 0.05 FEET. RIM DEVAHONS R RAN PROFILES REFLECT ME SUMPED ELEVAnRS — 0' 100' 150' I6' -15' RCP IE - 910.13 B CBMH 11 _900 HE -90!84 IE - 904.84 E -90295 PROFILE 12 / q 5lA�t II' L 4 Rh ADDMON 895 RE =904.)0 9� IE _897.79 �G a R -)eA 890 A6 CB -B8 RE - 909.90 1 p '. ILE 909 5) IE - 9 05.90 C8MH -.70 1 9-I IE 905.57 44' -15' RCP tt. 5 O 5.23% CBMH -)6 STA.Ol01 CBMH )2 RE - 907.60 RE -894.)3 E =888 91 34'_15' RCP CL 5 O 2.155 IE 903.60 aty P. *d 10 885 0 1 2 3 4 5 latest Revision Date 07/14/10 The Preserve o� 05/26/10 6Aw1 13 1 09 18 �� T� at Bluff Creek Storm Sewer Chanhassen Residential Development Partners, LLC 3rd, 4th, Sth and Street o". roTP"T.L. C...Q m s . 3o1) 6r 6th Additions Construction Plana Ae�OLwth 9300 M— Blvd BNW.. MIN"mb SH59-2302 ChNlh —, Mt"nenh D%1. Im< L F T Ilk 6D 1 EASEMENT k UnLltt 2 PED.. RAMP 7�NDE -95 RSMEE�. CBMH -94 P40PBR 8 j MS -9J� 18' RC AP RON ./R TRAASH CUARO 39 C.T. D- 3 RIP -RAP 30 C.Y. FILTER MATERIAL EFFORTS INSIDE SHALL MEET SPECS NDER STREETS. • J 0") L 10 t L River Rock Drive South / 9\11 k m A ZOO, 6th ADDITION i o__ a o OS - n _ \ ° PN STA = 4.50 a — — — FINISHED C/L GRADE. PVI ELEV - BB7.i5 CA SUBCRADE AD. - 840 N - 21.6 80' C OO MIDI PDNT HIGH POINT STA 1,42098 g , PM STA • 1,4, 60.47 Pw ELEV - 907.42 \ •�� Yi �'� AD. - -10.04 95 K - 19.92 CB -95 I STA.4.21 \ RE =889.32 \ N E - 885.32 90 1 26' -15' RCP CL. 5 O 2.00R yi j \ i " _ 6C R 6th ADDITION S FES -93 CBMH -94 x = 5 IE .8)000 � S m�v E .88480 PROFILfi 19 E . 67o.z6 _ �_ _ 3 0.47 RE I CBMH -91 IE - 898.38 STA 0434 A - • PM ELEV.= 90498 A.D.. =4.DO T, /.Z EE- 8991.128 86 18 CONCRETE CURB k CUTTER P y 1 5' GONCRE sIDE (T wAUL (Tm.) u 9 � RCP CL. 5 O 1.0010 T Ilk 6D 1 EASEMENT k UnLltt 2 PED.. RAMP 7�NDE -95 RSMEE�. CBMH -94 P40PBR 8 j MS -9J� 18' RC AP RON ./R TRAASH CUARO 39 C.T. D- 3 RIP -RAP 30 C.Y. FILTER MATERIAL EFFORTS INSIDE SHALL MEET SPECS NDER STREETS. • J 0") L 10 t L River Rock Drive South / 9\11 k m A ZOO, 6th ADDITION i o__ a o OS - n _ \ ° PN STA = 4.50 a — — — FINISHED C/L GRADE. PVI ELEV - BB7.i5 CA SUBCRADE AD. - 840 N - 21.6 80' C OO MIDI PDNT HIGH POINT STA 1,42098 g , PM STA • 1,4, 60.47 Pw ELEV - 907.42 \ •�� Yi �'� AD. - -10.04 95 K - 19.92 CB -95 I STA.4.21 \ RE =889.32 \ N E - 885.32 90 1 26' -15' RCP CL. 5 O 2.00R yi j \ i N/0hmmsd 07/N/10 ly N �_ V716 1 I CO A-ON EFFORTS INSDE VA AREAS SHALL MEET SPECS CALLED FOR UNDER STREETS. FEI -BBA CB -90 Te Is' RC \APRON x /TRASH CUARO 5.9 C Y CL. 3 RIP -RAP 3.0 C Y. MATERIAL I ./8 / 8 /.8888/..INU N-. ../0/18/80// 18 � 1/ � ///O//....... 6th ADDITION 6C 5 4 9 2 1 Y' ( 4ST . 'SURMOI ♦ [ mx�RETE LURB CBMH F $ 3 V l I 2 6D Jeurissen Lane a 6th ADDITION r FES -93 CBMH -94 ... IE .8)000 STA-21 RE .889:32 E .88480 PROFILfi 19 E . 67o.z6 148' VC w PV1 STA =.1.1550. m N/0hmmsd 07/N/10 ly N �_ V716 1 I CO A-ON EFFORTS INSDE VA AREAS SHALL MEET SPECS CALLED FOR UNDER STREETS. FEI -BBA CB -90 Te Is' RC \APRON x /TRASH CUARO 5.9 C Y CL. 3 RIP -RAP 3.0 C Y. MATERIAL I ./8 / 8 /.8888/..INU N-. ../0/18/80// 18 � 1/ � ///O//....... 6th ADDITION 6C 5 4 9 2 1 Y' ( 4ST . 'SURMOI ♦ [ mx�RETE LURB CBMH F $ 3 V l I 2 6D Jeurissen Lane a 6th ADDITION 148' VC w PV1 STA =.1.1550. m 0.47 RE I CBMH -91 IE - 898.38 STA 0434 PM ELEV.= 90498 A.D.. =4.DO T, /.Z EE- 8991.128 K 37.02 M / 1 1 u 9 � RCP CL. 5 O 1.0010 FINIAIED CA GRADE R o = CA SuBORAOE / 49' -15' RCP CL,5 O I.110R Y H SO $t yy HE u V.GO / / 1 1 PRO 18 CB -82 I 61 ADDERON h I I I 51NH -89 RE -888.00 IE - 883.98 IE - 870.19 The Preserve Pte,/ DF at Bluff Creek H Chanhassen Residential Development Partners, LLC 3rd, 4th, 5th UL S, . " & 6th Additions � O• rnhLM< Bdkv, MInRORG 8 53199 -2902 C'hNBlwe4 9AMmmY Can 48 H n 091911 ^'qp^9: GOPHER STATE ONE CALL MO TIN F e^ 1 - 252-1166 GENERAL NOTES: RADUS TO BE 8618 C k 0 wlnl IV TRANS— FROM SURMOUNTABLE CURB • DENOTES CUTTERLAE ELEVARON T INTERSECnONi N LL PER SHALL BE CLASS 5 IN MIN 9' CLASS 5 UNDER C k C DIES TO BE PRE -OUT IN ALL STORM STRUCTURES THAT HAVE DRNNIILE INLETS CU INUT SEDIMENT FHLTERS SHALL BE INSTALLED IMMEOIATDY AFIER OU I S COMPLETE THEY SHALL BE MNNTNKED UNTIL ME SITE HA5 BEEN STABIUZED AND THEN SHALL BE REMOVED. PER CITY DETAIL PLATE NO. 5302 ALL S BR CNACE TO BE FURx ED AND STALLED BY CITY. 5590 - I-- & DISTURBED AREAS SHALL BE SEEDED AND MULOIED — IN 16 HOUR5 TO M EROSION UTILI WORK SMALL BE IN ACCOROARCE INTH THE OTY'S LATEST STANDARD S CUICA— AND DETAIL PLATES. SEE SHEET 11 k 12. CASTING NOTE: ALL C— BASIN CASBNCS IN CURB SHALL BE $LIMPED 0.15 FEET AND ANHOLE CASBNCS IN PAVED AREAS SHALL BE SUMPED 0.05 FEET. MM ELEVATIONS ON PLAN PROFlLES REFLECT NE SUMPEO ELEVATIONS. KS -88A IE - 870.00 1>.r 05 /26110 w.a oe 18 Storm Sewer and Street Construction Plana Rim Rxk -H S k Twiwea lam F .2010 %aat.o.6 Smites. Inc. Col .6 Hw O 6i49i.9: GOPHER STATE ONE CALL - U -DOD2 T. 1 8 6 800 Td F. 1 - 2 2-1116 u jC R DI S 8618 C. k C. N11H 10 T,ANSIRON FROM / Q z 1 SURMOUNTABLE CURB 4A /� '., NOTE:• ��`..." CBMH )0 � '� I - I L_ -__� �__ I J (_ -J -_J L C _ III I AT NTERSECRONS DENOTES CUTTEAUNE fIEVARON I BE CUSSSW ,' / CDHPACt N EFFq 5 IN �ALL O O�Y OA ., 7 QI r MD PA SHALL MEET FS CA LLED FO UMOER STREEi9, ` $ - - - SHEET 1] ' 9 • m $ M 9 CLASS 5 UNDER L 6 G �� S WT IN ALL THAT HAVE 0n `, CBMH -69 7 ORA NIETS. BMH -IIB , ,J �• ` CURB INLET SEDIMENT FlLTERS SHALL - 3 BE INSTALLED - AFTER A ITM 8 - YS - EASEME BE MAINTAINED UNTIL SITE n AS LL " '. I 4B. BEEN STABRJ2EO AND THEN SHALL, BE REOVE M PER CITY °ETA% 4 1 2 3 4 5 B . 1 TE NO. I— } 2 • C /E @ ALL SIGNAL£ TO BE FURNISHED AND BY CITY. 8 I CBM C - 3168 J _ -• JM '� INSTALLED 55.90 - 1055.90 ... • ` L' `, / 1M1 NA ��SIMn -6) '�(\\ .p, M �' 5 ALL DISTURBED AREAS SHALL BE SEEDED AND MuLOIE[I WITH IN CBIAH 216 V 1 �w YROPD.B 'FL- 876.°0 48 n WRS i0 M EROSION CB -It) LBMH -6BNN =8)6.60 M. Hxt =8)).1) A W CE MM THE CITY' I ALL 7 10 NOTE: Y i0 W -- HR1.676.41 4A R SPECIFIC ATI ON 0 DETAIL CBMH -215A • "` COMPACTION EFFORTS INSIDE YARD AREAS SHALL MEET SPECS 27' RC APRON . /TRASH GUARD " , CBMn -SJ PLATES. SEE SHEET k 12 .. _ m //` CALLED FOR UNDER STREETS. 4 . C.Y CL 3 MP RAP 4.4 4 C.Y. FILTER MATERIAL D • S ' CBMH -53 CASTING NOTE ALL BASIN CASRNCS IN CU CA BE H SUMPE H -215 n �, • 18 RC APRON GUARD S B. 2 SH 015 FEET AND MANHOLE CASRNGS N PAVED AREAS SHALL BE SUMPED 0.05 FEET. RIM .... ./TRASH 5.9 CY. CL ] RIP PAP 3.0 C.Y. FILTER MATERIAL FES -BJ ! ,, "\ RERF i�1ME STJMPEO ELEVWS �� OZ \ • LEES i _ \ 3 -65 (SEE DETAIL SHEET 2) 1MH 21' RC APRON . /TRASH GUARD B'C' . 0.. 3 RIP -RAP 51 \ 3.2 C.Y. FLTER MATERIAL 0 50' 100' 150' 910 900 905 CB_ 53 905 895 srAS.56 01• E - 2 IE =902.52 2 CBMH-52 - O 0 BE . 6. 90 9OO 02. L01L RE 3 90194 RCP q^ S E - 900.94 STAA.C,D4. E 88.91 890 C �O E =903.21 • P 31' -15 RCP CL. 5 O TAD% 895 15 110 ' M -2168 23' -15 RED CL 5 O 4.20% '4• � 895 CBMH -216 S-,." RE =90213 IE 8,08 CBMH-69 srA.oaa �s• RE - 894.73 90. 885 90 IE =896.68 V-15" MR 0. 5 O 2.46% IE - 88).94 � S 890 PROFILE 15 O `>;. 880 3NI ADDmON 148' -2)• ROP CL 3 O 0.22% 1111$ -7 R E .883.50 H -6,6 IE = 6)6.96 E FE 511TH -6J (E =815. >3 11]S 880 IE - 8)6.16 RE =666.30 IE = 815.81 99 -31 88O 52' -27" ROP 0..3 PROFILE 16 0 0.20% 870 3o%Ct.5 E a8]6.OD O 0.30% STMH-51 E .887.80 IE =676,30 PROFILE 17 875 31h ADDMON 4th ADDMN 1175 865 Cl Pro f 1-1 1170 Ltot ItevWOn Datlr 07/74/10 The Preserve w. 05126110 s•a.E�15 01 w M�k Nd I at S1UII Lzeex Storm t Sewer _ Chanhassen Residential Development Partners, LLC 3rd, 4th, 5th and Street / Q -:r .„_,. D.. c0 t. C... D3, SUN. Sao Construction Plans , �a L. 4 P8 I a o 9 730) M.tr. B Backyu4 lvd d>: 6th Additions - 0/14 /10 _ 17716 B6I.a, MWeob 55U9 -29112 Chul -, Mim :E I' • ' R • m w :J Gtr Pbie9t • 10-1a (xaT H) scup / V 6" -3432 CONCRETE COMPACTED SUBGRADE P1The Preserve o. 05126/10 BYTE 16 DR 18 CONCRETE WALKWAY at Bluff Creek Pre tm Chan hassen Residential Development Partners, LLC 3rd, 4th, 5th C onstr u ction and Details etails and --3" BItUMINOUS HEAR COURSE TYPE 41 wEA500558 do 6t� h Ad ditions SURMOUNTABLE l" HIGH TEMPOftAa Q CURB AND GUtiEft THROUGH TEMPORARY BIn1MI—S CURB (T1P.) 90 2.9B TU NAROUND END 5TA 2 +21 902.% 20. - I - __ _ _T903.52 903.52 1.55 02.65 9026 1— I 50.0' y 50.0' 2• BINMWWS BASE f B: b• CL 5 ACCAEGAIE BASE (TYP.) 28' R 02.31 902.31 STANDA STREET 1— 902.64 SECDON (T .) T[ I I TC :E I' • ' R • m w :J PR NAME wrmm wxsrwcnax "Doss b E 1. No,ES s:GN "s cxs n ry or ` Es e. 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CURB AND CUIDDO TYPICAL PUBLIC STREET' SECTION (31' BACK TO BAGS 9 / l 20' PA .1 tA.O•� SOEWS•NR 1: 10 1 /3• Ow FA5dFH1 1011 SIWE ]AR AWE . f:.. 3. 6� \ ry: � .n 1 MI. 19 DJOB MAR C—E WRB e A 9DEwALK40E fOR --- 1f•- M 0uss 2 s AGGREGrt B Uo _ TYPICAL PRIVATE STREET SECTION C9' BACK TO BACKI TYPICAL CURB STOP / Gtr Pbie9t • 10-1a (xaT H) scup / latest Revision Date 07/28/10 6" -3432 CONCRETE COMPACTED SUBGRADE P1The Preserve o. 05126/10 BYTE 16 DR 18 CONCRETE WALKWAY at Bluff Creek Pre tm Chan hassen Residential Development Partners, LLC 3rd, 4th, 5th C onstr u ction and Details etails and --3" BItUMINOUS HEAR COURSE TYPE 41 wEA500558 do 6t� h Ad ditions Typical Sections —b' - 5 AGGREGATE BASE 100R CRUSHED ROCK MODOT 3136-1 �-- APPROVED COMPACTED —GRADE N—T SPEC. 2105 h 2112 BITUMiNOUS TRAIL w �� PR NAME wrmm wxsrwcnax "Doss b E 1. No,ES s:GN "s cxs n ry or ` Es e. BEr SITE a 1E wre,E BAC SGUR0u0,D EW'anrvE IETT 111 U. teiueaaasr wo 071.0 VM PL 10' UOU EA—It 1t5 2.OF SLOPE A 5 9' SUPEACE� (SEE pE_ _Er) C.1 48 noun Mi Oip9n9: GOPHER STATE ONE CALL un 4 Frt 1 �eo0 - 252 - 1166 i a } PL 30' ROW 30' ROW 15.5' - 5• 10' BL �. 20' PA 10' _ � IxAQ BDULLYARD � .Of SLOPE P uxESCU 2 " ucEVC RvE T pJRB 5i0P U - II SECTION VIEW 0 sae srW PLAN VIEW 8.5 soEwArx Y /2, R 5 EASEMxr JTrER O 9' 1 -1 /2' - xn00r 3J50 EvMJ50J00 MM CM6E O iCR MpE.I. FOR SPEOBO Sex ...T SPEC 1 erNUnaS rApt wAr 2• - SNwMOJOB BASE CWRSE sn9T`uli - cuss 5 AGORCGrt 1— loos 00 E ((.-T Eo.R P RI� R— omSE swTx 2A• .0.1 31 R9.M SELECT OR-- BORROW CH SxCUEO ..I. CURB AND CUIDDO TYPICAL PUBLIC STREET' SECTION (31' BACK TO BAGS 9 / l 20' PA .1 tA.O•� SOEWS•NR 1: 10 1 /3• Ow FA5dFH1 1011 SIWE ]AR AWE . f:.. 3. 6� \ ry: � .n 1 MI. 19 DJOB MAR C—E WRB e A 9DEwALK40E fOR --- 1f•- M 0uss 2 s AGGREGrt B Uo _ TYPICAL PRIVATE STREET SECTION C9' BACK TO BACKI TYPICAL CURB STOP / Gtr Pbie9t • 10-1a (xaT H) scup / latest Revision Date 07/28/10 P1The Preserve o. 05126/10 BYTE 16 DR 18 at Bluff Creek Pre tm Chan hassen Residential Development Partners, LLC 3rd, 4th, 5th C onstr u ction and Details etails and HL 5 .1 t. 300 I do 6t� h Ad ditions Typical Sections Y --J rg TYPICAL SANTARY YES' w Cm of SEWER SEIMCE Cm OF CUM1111 9, A C CICA116016 2. .11 All .1— 5: CATCH aA9Pl .4, 811 8 01 DE1 11 All 11TAII —*—C2CA1-d89F21 CASTWO AND ADAIST� OUAI m J A ,.A ,lr — 071M0 _ _ VM ......... . v. rz°au� �nuuau u CITY or WSULATION Cm OF IL Cm OF MTE 1E WATER SERVICE ME 2- CITY OF ^ FIRE BE)DM PCP +DP CITY OF M 4NHOLE OF MUBASS21 LocATaH .1 IN —, — crri of a. 7— ELAN F , SECT10N Cr CHI GYTY OF PIPE w POOR SOLS 17 CITY oI= BLEM a. MAHARICK I "EIAL 2- Cm OF WATER 144314 ORMNO CIAHASSIN ST ZZACE M DRAr4rLE ClirlruyAm "CLEANUH ...... $232 — 2-07 I — P =amn Residential Development Partners, LLC UL Sla. M 9309 MNO Blvd The Preserve at Bluff Creek 3rd, 4th, 5th & 6th Additions City Project # 10— latest Reviion DaW. 07/14/10 — w./i. n.rt 77 P oa 18 Construction Details GOPHER STATE ONE CALL N City A,. 651-454-2 M, itll Frw 1-500-252-1166 —MINION --J rg TYPICAL SANTARY YES' w Cm of SEWER SEIMCE Cm OF CUM1111 9, A C CICA116016 2. .11 All .1— 5: CATCH aA9Pl .4, 811 8 01 DE1 11 All 11TAII —*—C2CA1-d89F21 CASTWO AND ADAIST� OUAI m J A ,.A ,lr — 071M0 _ _ VM ......... . v. rz°au� �nuuau u CITY or WSULATION Cm OF IL Cm OF MTE 1E WATER SERVICE ME 2- CITY OF ^ FIRE BE)DM PCP +DP CITY OF M 4NHOLE OF MUBASS21 LocATaH .1 IN —, — crri of a. 7— ELAN F , SECT10N Cr CHI GYTY OF PIPE w POOR SOLS 17 CITY oI= BLEM a. MAHARICK I "EIAL 2- Cm OF WATER 144314 ORMNO CIAHASSIN ST ZZACE M DRAr4rLE ClirlruyAm "CLEANUH ...... $232 — 2-07 I — P =amn Residential Development Partners, LLC UL Sla. M 9309 MNO Blvd The Preserve at Bluff Creek 3rd, 4th, 5th & 6th Additions City Project # 10— latest Reviion DaW. 07/14/10 — w./i. n.rt 77 P oa 18 Construction Details GOPHER STATE ONE CALL N City A,. 651-454-2 M, itll Frw 1-500-252-1166 F VhdwDDd • C UZA09 DUAL M7 Sl� } .. 1 59 w M� - A SECTION A-A C Ou"D CIN AT CATCH IF CTQRET BY SEDIVO IT = "CC M. MODEL#CG23 NYTE: C RY OF MCAMBA1111 5302A ON WON. 12101 mo CRY OF --11N CITY OF TYPICAL CIA1310111 � RARRICADE -1 1-02 — — 7 n, um -°_ - PEDESTRIAN CURB RAM, FOR CONCRETE SIDEWALK DE TAIL PIN SECTION A-A t. E. .11E 11 V CL 5 1-1 ALL 8 G11TER OF ClUBAgIgN TYMAL CITY AND GUTTE CL1118 R —7 '-- 1VQ — 4 —6 CURA PL 1 CRY OF F TYPICAL Cftt OF CONCRETE UL-DE-MC C9AI9A9991 SOEWA LK nes A A ff ' .111N "I Z'XIATI. SECTION AA CITY OP; ROCK 'IR". "' A99A111 OONSTPLICTION SAVIA3081 F � L II EARRIN ENTRANCE I The Preserve at Bluff Creek ' C=hasslen Residential Devel Partners, LLC 3rd, 4th, 5th o• CU' C.— 111, S.H. no & 6th Additions "in m— Bird WUUlUees s.613 "u Ch-1U— h31[[ —w C.11 48 HW11 Ul— 11991 E G OPHER STATE O CALL — — F _ T.. C,' IW�11-4TI 05, Mn Td rr« 1 a00- 252 -1166 City Project # 10— Welt Revision Date, 07/14/10 _ 05/26/10 Construction Details