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Preserve at Bluff Creek 3rd,4th, 5th, & 6th Additions Utility Plans02010 Westwood Professional Services, Inc. for ucti Sanitary Sewer, Water Main, Storm Sewer and Streets for The Preserve at Chanhassen, M1* nnesota Vicinity Map o RIDGE � � � W. Wes, I � 20 CREE VIEW ,O LAKE CT. S Y REN A ANU- L CT.� �� ¢ GT J n,�o 3 DR.q SAN 6. ��� Q R�n� 108 S A/1 < <s P L o k e \ \e e LAKE HER ❑N 9R. �\Z PN oRGS`� 3 _J E� `� D❑VECT. Z w q 35, ca �S ¢ w Q ¢ %DG CT ¢ M CTLARI�O � G�, wSAN�' G] L > � A , T . ¢ E Q T R. ¢ L ¢� TER G Q G \?C� ¢ ❑SQ�Fy �� /rI�C U' a� =HILLS DR. 2 J VALLEY THRUS RIDGE Q ¢ CT. Ui DR. J Li l� q� T BARBARA J > > � SUN���GE C� CT. S� SPA S�SP T Q CT. 17 w W ���� < y''q _J ��asS�N� 101 LD LTINE 18 O�� v~Iz CT. LYMAN BLVD. 18 15 SITE Q T116N R23W 22123 27 26 q j > I J P7 Z E3 � m ly w �O (Not to Scale) 1 J �� U reek 3rd, 4th, 5th & 6th Additions Prepared for: Chanhassen Residential Develo p ent 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: Westwood Professional Services, Inc. 1212 Red Fox Rd. Arden Hills, MN 55112 PHONE 651 - 288 -0600 FAX 651 - 288 -0659 TOLL FREE 1- 888 - 937 -5150 wft1 ood www.westwoodps.com Project number: 2010 -1049 Contact: Francis D. Hagen II, P.E. Phone: 952 - 906 -7483 CONTRACTOR: BURSCHWLLE CONSTRUCTION RECORD DRAWING 4th ADDITION CONFORMING TO CONSTRUCTION RECORDS BY Jerrod McCarty DATE 02/15/2013 WESTWOOD PROFESSIONAL SERVICES NO. INDEX REVISION SHEET NO. DESCRIPTION 07/14/10 1 COVER 2 2 OVERALL PLAN w /LIGHTING & SIGNAGE 2,4,11,16 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. ALL 6 SANITARY SEWER and WATER MAIN — RIVER ROCK DRIVE NORTH (PRIVATE) & DEGLER LANE 7 SANITARY SEWER and WATER MAIN — RIVER ROCK DR. S & 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. & RIVER ROCK DR. N. (PRIVATE) 13 STORM SEWER and STREET CONSTRUCTION PLANS — DEGLER LANE 14 STORM SEWER and STREET CONSTRUCTION PLANS — RIVER ROCK DR. S & JEURISSEN LANE 15 STORM SEWER and STREET CONSTRUCTION PLANS — BACKYARDS 16 CONSTRUCTION DETAILS & TYPICAL SECTIONS 13 17 CONSTRUCTION DETAILS 1,2,7,10,14 18 CONSTRUCTION DETAILS 1 ADD PRESSURE REDUCING VAULT NO. DATE REVISION SHEETS 1 07/14/10 CITY REVIEW COMMENTS ALL 2 07/28/10 ADD TEMPORARY TURNAROUND TO END OF DEGLER CIRCLE 2,4,11,16 3 09/01/10 REVISED END CONSTR. MILLS DR. 2,5,12 4 01/30/12 CITY REVIEW COMMENTS ALL 5 03/20/12 CITY REVIEW COMMENTS AND 3RD ADDITION RECORD DRAWINGS 1,2,4 - 8,11 -13, 15,16,18 6 03/29/12 CITY REVIEW COMMENTS 1,2,4,8,11,15 7 04/05/12 CITY REVIEW COMMENTS 1,8 8 04/25/12 ADD IRRIGATION SERVICE 1,4 9 02/15/13 4TH ADDITION RECORD DRAWINGS 1,2,4,11,13,15 -18 10 03/15/13 5TH ADDITION ALL 11 06/21/13 BLOCK NUMBER REVISIONS ALL 12 08/09/13 5TH ADDITION CITY COMMENTS 1,2,3,4,7,10,14,16 13 08/22/13 5TH ADDITION CITY COMMENTS 1,2,7,10,14 14 10/31/13 1 ADD PRESSURE REDUCING VAULT 1,7 City Project # 10 -xx Construction Plans for Sanitary Sewer, Water Main, Storm Sewer and Streets for The Preserve at Bluff Creek 3rd, 4th, 5th & 6th Additions Chanhassen, Minnesota Date: 05/26/10 Sheet: 1 of 18 20101049CVF01.dwg ®2010 Westwood Professional Services, Inc. 6th ADDITION OUTLOT A 4 8 " -450 BEND 5th ADDITION 3rd ADDITION EXISTING 2nd ADDITION - - - -- i Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651 - 454 -0002 Mn. Toll Free 1- 800 - 252 -1166 GENERAL NOTES: ED DENOTES SANITARY SEWER SERVICE INVERT ® END OF STUB WYE =X +XX DENOTES SANITARY SEWER SERVICE WYE LOCATED ON MAINLINE FROM DOWN STREAM M.H. FLAG HYDRANTS. EXTEND RODS ON DEEP VALVES. ALL DROP MANHOLES TO BE CONSTRUCTED USING OUTSIDE DROPS. ALL UTILITY WORK SHALL BE IN ACCORDANCE WITH THE CITY'S LATEST STANDARD SPECIFICATIONS AND DETAIL PLATES. ALL SANITARY SERVICES AND WYES SHALL BE 6" PVC SDR 26 ALL WATERMAIN SHALL HAVE 7.5' MINIMUM COVER ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR SODDED IMMEDIATELY TO MINIMIZE EROSION ALL CONNECTIONS TO EXISTING STRUCTURES MUST BE CORE DRILLED. ALL WATER SERVICES SHALL BE L yam 1" TYPE K COPPER ® Westwood Professional Services, Inc. I hereby certify that this plan was prepared by me or under my Revblona Prepared for' 1212 Red Fox Rd. direct supervision and that I am a duly licensed PROFESSIONAL D04M4 FDFI It Arden Hills, MN 55112 ENGINEER under the laws of the State of Minnesota. 01 /14/10 City Review Comments Chanhassen Residential Development Partners, LLC 01/30/12 City Review Comments CltE�eioed: FDH II PHONE 651- 288 -0600 03/15/13 5th Addition FAX 651- 288 -0659 \_ / 06/21/13 Block Number Revisions Drawn: CWG One Corporate Center III, Suite 300 TOLL FREE 1-888- 937 -5150 Francis D. Hagen II, P.B. 08109113 City Review Comments 7300 Metro Blvd. WeAvdood www.westwoodps.com I Daft 08/09/13 Llbmw No. 17716 by/date Edina, Minnesota 55439 -2302 + WAV -M -M 'W%ff1W-M W 1111110 at Bluff Creek 3rd., 4th, 5th & 6th Additions Chanhassen, Minnesota Sanitary Sewer and Water Main Construction Plans River Rock Drive North ©2010 Westwood Professional Services, Inc. o i —J 909.6 � WYE =0 +12 - . I I I II I� I �r 4 909.6 � WYE =0 +12 - -ILL I I xxx.x GENERAL NOTES: DENOTES SANITARY SEWER SERVICE INVERT ® END OF STUB WYE =X +XX DENOTES SANITARY SEWER SERVICE WYE LOCATED ON MAINLINE FROM DOWN STREAM M.H. FLAG HYDRANTS. EXTEND RODS ON DEEP VALVES. ALL DROP MANHOLES TO BE CONSTRUCTED USING OUTSIDE DROPS. ALL UTILITY WORK SHALL BE IN ACCORDANCE WITH THE CITY'S LATEST STANDARD SPECIFICATIONS AND DETAIL PLATES. '-4 Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651 - 454 -0002 Mn. Toll Free 1- 800 - 252 -1166 ALL SANITARY SERVICES AND WYES SHALL BE 6" PVC SDR 26 ALL WATERMAIN SHALL HAVE 7.5' MINIMUM COVER ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR SODDED IMMEDIATELY TO MINIMIZE EROSION ALL CONNECTIONS TO EXISTING STRUCTURES MUST BE CORE DRILLED. ALL WATER SERVICES SHALL BE 1" TYPE K COPPER W Westwood Professional Services, Inc. 1212 Red Fox Rd. Arden Hills, MN 55112 PHONE 651 - 288 -0600 FAX 651 -288 -0659 TOLL FREE 1 -888- 937 -5150 WftlWood www.westwoodps.com I hereby certify that this plan was prepared by me or under my direct supervision and that I am a duly licensed PROFESSIONAL ENGINEER under the laws of the State of Minnesota. Q1 IC Francis D. Hagen II, P.E. Date 06/21/13 Uoenft No. 17716 Revisions 07/14/10 City Review Comments 09/01/10 Revised End Constr. Mills Dr. 01/30/12 City Review Comments 020/12 City Review Comments and 3rd Addition Record Drawings 06/21/13 Block Number Revisions Designed: FDH II Checked: FDH II Drawn: CWG Record Drawing by /date JFM Prepared for: Chanhassen Residential Development Partners, LLC One Corporate Center III, Suite 300 7300 Metro Blvd. Edina, Minnesota 55439 -2302 at Bluff Creek Sanitary Sewer 3rd, 4th, 5th and Water Main & 6th Additions Construction Plans Chanhassen, Minnesota Mills Drive ®2013 Westwood Professional Services, Inc. Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651 - 454 -0002 Mn. Toll Free 1- 800 - 252 -1166 6th ADDITION - 5 it 4 I � � 895.2 897.0 I 3 C I 908.8 WYE= 0+56] I I 905.3 WYE =1 +15 1 901.0 1 WYE_2 +35 1 1 WYE =2 +95 - 1 WYE= 1 +75 I I Q I I » i I I DRAINAGE & UTILITY I � . I 10 6 PVC NITARY 1 1 EASEMENT (TYP.) SERVICE �TYP.) � w I I V NI -J L— � L J L _J L_ _J Iaa� - I - - - -- I I 2 1 I 3 -35 as � r HYD. \ MH -34 I HYD _ I F W /AUX. VALVE W /AUX. J A L�E 1 8 " -90 DIP \ 9' -6" DIP „ » I 8 "x6" TE 8x6 REDUCER I 1" COPPER SERVICE GRND. EL.= 918.00 GRND. EL. 003.40 w /CURB STOP (TYP.) ' I WYE =0 +71 I j WYE =1 +31 OUTLOT M GENERAL NOTES: XXX.X DENOTES SANITARY SEWER SERVICE INVERT @ END OF STUB WYE =X +XX DENOTES SANITARY SEWER SERVICE WYE LOCATED ON MAINLINE FROM DOWN STREAM M.H. FLAG HYDRANTS. EXTEND RODS ON DEEP VALVES. ALL DROP MANHOLES TO BE CONSTRUCTED USING OUTSIDE DROPS. ALL UTILITY WORK SHALL BE IN ACCORDANCE WITH THE CITY'S LATEST STANDARD SPECIFICATIONS AND DETAIL PLATES. ALL SANITARY SERVICES AND WYES SHALL BE 6" PVC SDR 26 ALL WATERMAIN SHALL HAVE 7.5' MINIMUM COVER ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR SODDED IMMEDIATELY TO MINIMIZE EROSION ALL CONNECTIONS TO EXISTING STRUCTURES MUST BE CORE DRILLED. ALL WATER SERVICES SHALL BE 1" TYPE K COPPER TRACER WIRE SHALL TERMINATE IN SNAKE PIT TRACER WIRE BOXES 905 We] :• :•e :: e 875 we We] W Westwood Professional Services, Inc. 1212 Red Fox Rd. Arden Hills, MN 55112 PHONE 651 - 288 -0600 FAX 651 -288 -0659 TOLL FREE 1 -888- 937 -5150 WftlWood www.westwoodps.com I hereby certify that this plan was prepared by me or under my direct supervision and that I am a duly licensed PROFESSIONAL ENGINEER under the laws of the State of Minnesota. �� 0) Q I ]c Francis D. Hagen 9, P.E. Daft 10/31/13 License No. 17716 07/14/10 City Review Comments 10/31/13 ADD PRESSURE REDUCING VAULT 01/30/12 City Review Comments 03/20/12 City Review Comments and 3rd Addition Record Drawings 06/21/13 Block Number Revisions 08/09/13 5th Add. City Comments 08/22/13 5th Add. City Comments The Preserve at Bluff FIM II Prepared for: Sanitary Sewer Creek 3rd, 4th, 5th & and Water Main Checked; MH II Chanhassen Residential Development Partners, LLC Drawn: CWG 6th Additions Construction Plans aemd Dmvidn by /&tc One Corporate Center III Suite 300, 7300 Metro Blvd. Chanhassen, Minnesota River Rock Drive S. & eurissen Lane Edina, Minnesota 55439 -2302 T ®2010 Westwood Professional Services, Inc. i UN o i o, EX. MH l PROVIDE "TRAIL CLOSED" / ♦ ♦♦ SIGNS (2) REMOVE & REPLACE ♦♦ TRAIL IN KIND (INCIDENTAL) ♦♦ 'I 6th ADDITION I Jr ♦iirr�r.i ®�■ ■�■ BUILD MH OVER EX. _ <i 8" PVC STUB 1 � MH -18 MH -20 5A � � a a MH -19 �` II � I I F4th ADDITION I ,► fi ►► I I II II I I I I 5 II I, 3 1 1 I I II II II I I �I I II II I I II I C -MH -21 Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651 - 454 -0002 Mn. Toll Free 1- 800 - 252 -1166 GENERAL NOTES: ED DENOTES SANITARY SEWER SERVICE INVERT ® END OF STUB WYE =X +XX DENOTES SANITARY SEWER SERVICE WYE LOCATED ON MAINLINE FROM DOWN STREAM M.H. FLAG HYDRANTS. EXTEND RODS ON DEEP VALVES. ALL DROP MANHOLES TO BE CONSTRUCTED USING OUTSIDE DROPS. ALL UTILITY WORK SHALL BE IN ACCORDANCE WITH THE CITY'S LATEST STANDARD SPECIFICATIONS AND DETAIL PLATES. ALL SANITARY SERVICES AND WYES SHALL BE 6" PVC SDR 26 ALL WATERMAIN SHALL HAVE 7.5' MINIMUM COVER ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR SODDED IMMEDIATELY TO MINIMIZE EROSION ALL CONNECTIONS TO EXISTING STRUCTURES MUST BE CORE DRILLED. ALL WATER SERVICES SHALL BE 1" TYPE K COPPER ©2010 Westwood Professional Services, Inc. g Q N4 J I ° I SO F�-J T NIGH WTI Y ELI SEMEN T I I I I A SEAT E , � I ® I ICI I I I C; S.A.H. No. 18 (Lyman Blvd.) [la/) X X x - -� - -5'r 8" G. V. s 6 i 7 EX. 8" DIP .1 IN ^�^^° '�goIN11IL x REMOVE 20 LF -6" WM, 8x6 REDUCER(INCIDENTAL) SALVAGE HYDRANT & G.V. � as as Fs EE ;HEET 6 i c k w k 5A w o / t0 —CONNECT TO EX. SYSTEM AT TEE 8" DIP PLUG — 8 "x8 "TEE(BY OTHERS) 9 1�1 12 I I I 8" G.V. 6th ADDITION REINSTALL SALVAGED HYD. 1 i 1 r - - --I �- -------------------------------- W /AUX. VALVE - - - - 6th ADDITION � 7' -6" DIP C I I I I I I I I I 8 "x6" TEE GRND. EL. =885.5 iI I I I I I I I 5 1 1 6;` OUTLO7 5B I I I I I I 6,9 II II II II II � II II II II II I �o I I I I I I I I I I I Call 48 Hours before digging: GOPHER STATE ONE CALL ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR SODDED IMMEDIATELY TO MINIMIZE EROSION ALL CONNECTIONS TO EXISTING STRUCTURES MUST BE CORE DRILLED. ALL WATER SERVICES SHALL BE 1" TYPE K COPPER Twin City Area 651 - 454 -0002 Mn. Toll Free 1- 800 - 252 -1166 GENERAL NOTES: XXX.X DENOTES SANITARY SEWER SERVICE INVERT ® END OF STUB WYE =X +XX DENOTES SANITARY SEWER SERVICE WYE LOCATED ON MAINLINE FROM DOWN STREAM M.H. FLAG HYDRANTS. EXTEND RODS ON DEEP VALVES. ALL DROP MANHOLES TO BE CONSTRUCTED USING OUTSIDE DROPS. ALL UTILITY WORK SHALL BE IN ACCORDANCE WITH THE CITY'S LATEST STANDARD SPECIFICATIONS AND DETAIL PLATES. ALL SANITARY SERVICES AND WYES SHALL BE 6" PVC SDR 26 ALL WATERMAIN SHALL HAVE 7.5' MINIMUM COVER ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR SODDED IMMEDIATELY TO MINIMIZE EROSION ALL CONNECTIONS TO EXISTING STRUCTURES MUST BE CORE DRILLED. ALL WATER SERVICES SHALL BE 1" TYPE K COPPER (o2010 Westwood Professional Services, Inc. 6th ADDITION / q) 5th ADDITION 3rd ADDITION River Rock Drive North EXISTING 2nd ADDITION Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651 - 454 -0002 Mn. Toll Free 1- 800 - 252 -1166 GENERAL NOTES: RADIUS TO BE B618 C. & G. WITH 10' TRANSITION FROM SURMOUNTABLE CURB + DENOTES GUTTERLINE ELEVATION AT INTERSECTIONS ALL RCP SHALL BE CLASS 5 IN ROADWAY MIN. 9" CLASS 5 UNDER C & G HOLES TO BE PRE —CUT IN ALL STORM STRUCTURES THAT HAVE DRAINTILE INLETS. CURB INLET SEDIMENT FILTERS SHALL BE INSTALLED IMMEDIATELY AFTER CURB IS COMPLETE. THEY SHALL BE MAINTAINED UNTIL THE SITE HAS BEEN STABILIZED AND THEN SHALL BE REMOVED. PER CITY DETAIL PLATE NO. 5302 ALL SIGNAGE TO BE FURNISHED AND INSTALLED BY CITY. Mol[@Stoli- •1R1I1 ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED WITH IN 48 HOURS TO MINIMIZE EROSION ALL UTILITY WORK SHALL BE IN ACCORDANCE WITH THE CITY'S LATEST STANDARD SPECIFICATION AND DETAIL PLATES, SEE SHEET 11 & 12. ALL CATCH BASIN CASTINGS IN CURB SHALL BE SUMPED 0.15 FEET AND MANHOLE CASTINGS IN PAVED AREAS SHALL BE SUMPED 0.05 FEET. RIM ELEVATIONS ON PLAN PROFILES REFLECT THE SUMPED ELEVATIONS. 0' 50' 100' 150' ®2006 Westwood Professional Services, Inc. l V \ 6A 4 20' R. (TYP. )� 2 ` ` QJ 3rd ADDITION Q STA. 2 +21 �/ END STREET CONSTRUCTION 8 7 1 . I CB -202 3rd ADDITION STA. 1+51 BEGIN STREET CONSTRUCTION Call 48 Hours before digging: (_0P1 -IFR CTOTF nKIP* rAll I 1 w1n city Area bW — 454 -0002 Mn. Toll Free 1- 800 - 252 -1166 GENERAL NOTES: RADIUS TO BE 8618 C. & G. WITH 10' TRANSITION FROM SURMOUNTABLE CURB + DENOTES GUTTERLINE ELEVATION AT INTERSECTIONS • ALL RCP SHALL BE CLASS 5 IN ROADWAY • MIN. 9° CLASS 5 UNDER C & G HOLES TO BE PRE —CUT IN ALL STORM STRUCTURES THAT HAVE DRAINTILE INLETS. CURB INLET SEDIMENT FILTERS SHALL BE INSTALLED IMMEDIATELY AFTER CURB IS COMPLETE. THEY SHALL BE MAINTAINED UNTIL THE SITE HAS BEEN STABILIZED AND THEN SHALL BE REMOVED. PER CITY DETAIL PLATE NO. 5302 ALL SIGNAGE TO BE FURNISHED AND INSTALLED BY CITY. 55.90 = 1055.90 ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED WITH IN 48 HOURS TO MINIMIZE EROSION ALL UTILITY WORK SHALL BE IN ACCORDANCE WITH THE CITY'S LATEST STANDARD SPECIFICATION AND DETAIL PLATES, SEE SHEET 11 & 12. CASTING NOTE: ALL CATCH BASIN CASTINGS IN CURB SHALL BE SUMPED 0.15 FEET AND MANHOLE CASTINGS IN PAVED AREAS SHALL BE SUMPED 0.05 FEET. RIM ELEVATIONS ON PLAN PROFILES REFLECT THE SUMPED ELEVATIONS. CONTRACTOR: BURSCHVILLE CONSTRUCTION ®2010 Westwood Professional Services, Inc. 1> 3 PD 2 NOTE: COMPACTION EFFORTS INSIDE YARD AREAS SHALL MEET SPECS \ CALLED FOR UNDER STREETS. 10 3 CONTRACTOR: BURSCHVILLE CONSTRUCTON RECORD DRAWING 3RD ADDITION CONFORM1NG TO CONSTRUCTION RECORDS. Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651 - 454 -0002 Mn. Toll Free 1- 800 - 252 -1166 GENERAL NOTES: • RADIUS TO BE 8618 C. & G. WITH 10' TRANSITION FROM SURMOUNTABLE CURB DENOTES GUTTERLINE ELEVATION AT INTERSECTIONS • ALL RCP SHALL BE CLASS 5 IN ROADWAY • MIN. 9" CLASS 5 UNDER C & G HOLES TO BE PRE —CUT IN ALL © STORM STRUCTURES THAT HAVE DRAINTILE INLETS. • CURB INLET SEDIMENT FILTERS SHALL BE INSTALLED IMMEDIATELY AFTER CURB IS COMPLETE. THEY SHALL BE MAINTAINED UNTIL THE SITE HAS BEEN STABILIZED AND THEN SHALL BE REMOVED. PER CITY DETAIL PLATE NO. 5302 -- - - - - -- ,�- r- _ - -- - -- ------------ --------- • ALL SIGNAGE TO BE FURNISHED AND 'ED. RAMP -I.' r F— 6th ADD TION INSTALLED BY CITY. ;TYP.) I • 55.90 = 1055.90 6B EASEMENT I I • ALL DISTURBED AREAS SHALL BE ♦ I I 3 I I SEEDED AND MULCHED WITH IN 2 I 11 4 48 HOURS TO MINIMIZE EROSION SURMOUNTABLE CONCRETE • ALL UTILITY WORK SHALL BE IN CURB & GUTTER ACCORDANCE WITH THE CITY'S LATEST Q ' CLEAN I STANDARD SPECIFICATION AND DETAIL s ni IT I I nn. a ICT AA H PLATES, SEE SHEET 11 & 12. CB -81 CASTING NOTE: PROFILE 9 ALL CATCH BASIN CASTINGS IN CURB SHALL BE SUMPED 0.15 FEET AND MANHOLE CASTINGS IN PAVED AREAS SHALL BE SUMPED 0.05 FEET. RIM ELEVATIONS ON PLAN PROFILES i REFLECT THE SUMPED ELEVATIONS. I I I i L_ — i r- — I I L ® Westwood Professional Services, Inc. I hereby certify that this plan was prepared by me or under my Revisions Prepared for' 1212 Red Fox Rd. direct supervision and that I am a duly licensed PROFESSIONAL FDH It Arden Hills, MN 55112 l under the laws of the state of Minnesota. 09/01/10 City Review Comments Chanhassen Residential Development Partners, LLC 09/01/10 Revised End Constr. Mills Dr. CItE'C10Ed: FDH II PHONE 651 - 288 -0600 `� ! 01/30/12 City Review Comments �T FAX 651- 288 -0659 \_ �/ J / 03/20/12 City Review Comments and 3rd Addition Record Drawings Drawn: CWG One Corporate Center • ■ •, Suite 300 TOLL FREE 1-888- 937 -5150 Francis D. Hagen Ili, P.B. 03/15/13 5th Addition 7300 Metro Blvd. 06/21/13 Block Number Revisions Re=d Drawistg by /date JPM WeAvdood www.westwoodps.com Date 06/21/13 incense No. 17716 Edina, Minnesota 55439 -2302 at Bluff Creek Storm Sewer 3rd, 4th, 5th and Street & 6th Additions Construction Plans Chanhassen, Minnesota Mills Dr. & River Rock Dr. N. (Private) ©2010 Westwood Professional Services, Inc. CBMH -70 g 'x C MH -69 I m - - -- - - - - - -J I 2 I 5B O I i N I I w UJI I-- - - -- �1 U) W I ; � 7(y UST M.H� I L — P.) _ / j I J L -- -- I � L -- — i I L _ — J------ - - - - -- 1 CB -78A I 15C I 1 — — — CBMH -78 I I I I I I I I I I I I i �-CBMH -741 I (- S TM H - 71 I I PROFILE 12 I ICBMH -72 � NOTE: COMPACTION EFFORT INSIDE YARD A0EAS SHALL EET SPECS CALLED FOR UNDER TREETS. i I ICB -73 m ----------------- - - - - -- -- - - - - -- -- - - - - -- c�L ^D /TIC — 6th ADDITION- ] — — — 7 IE7�/�f -1 Vf�F -- � � — — � STA. 4 +46 I I I I CLEAN I I CB -881 IJEGIN STREET LOW I I I I I OUT I I CONSTRUCTION I I I (TYP.) I w I 51 CONCRETE Ld N i Sil EWALK (TYP.)I I I SURMOUNTAII CURB & GUt I w 2 I I 3 4 I IPED. RAMP CONCRETE D I(TYP*) Z 10' R. (TYP.) 5 6 15A j ---- J---- J - - - --� L STMH- � .�. ., O O �� �♦ �� EASEMENT & UTI 1 1 I I Degler Lane loom Iv 2 LU CONSTRUCT TEMP. BIT BERM TO DIRECT WATER TO CATCH UNTIL 5TH ADD. IS COMPLETED. 4th ADDITION I I i I STA. 4 +46 ' IEND STREET I I I CONSTRUCTION 2 Rr � I ■ `l CONTRACTOR: BURSCHALE CONSTRUCTION RECORD DRA WING 4TH ADDITION CONFORMING TO CONSTRUCTION RECORDS. BY Jerrod McCarty DA TE 02/15/13 WESTWOOD PROFESSIONAL SERVICES Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651 - 454 -0002 Mn. Toll Free 1- 800 - 252 -1166 GENERAL NOTES: RADIUS TO BE B618 C. & G. WITH 10' TRANSITION FROM SURMOUNTABLE CURB + DENOTES GUTTERLINE ELEVATION AT INTERSECTIONS ALL RCP SHALL BE CLASS 5 IN ROADWAY • MIN. 9" CLASS 5 UNDER C & G HOLES TO BE PRE -CUT IN ALL STORM STRUCTURES THAT HAVE DRAINTILE INLETS. CURB INLET SEDIMENT FILTERS SHALL BE INSTALLED IMMEDIATELY AFTER CURB IS COMPLETE. THEY SHALL BE MAINTAINED UNTIL THE SITE HAS BEEN STABILIZED AND THEN SHALL BE REMOVED. PER CITY DETAIL PLATE NO. 5302 ALL SIGNAGE TO BE FURNISHED AND INSTALLED BY CITY. !•1M*1ii1S[�>r'I - • ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED WITH IN 48 HOURS TO MINIMIZE EROSION • ALL UTILITY WORK SHALL BE IN ACCORDANCE WITH THE CITY'S LATEST STANDARD SPECIFICATION AND DETAIL PLATES, SEE SHEET 11 & 12. CASTING NOTE: ALL CATCH BASIN CASTINGS IN CURB SHALL BE SUMPED 0.15 FEET AND MANHOLE CASTINGS IN PAVED AREAS SHALL BE SUMPED 0.05 FEET. RIM ELEVATIONS ON PLAN PROFILES REFLECT THE SUMPED ELEVATIONS. L !I 0' 50' 100' 150' - - - - - - - - - - - - -. - -. - - - - - r� : -. - -. - .. .. .. .. .. .. .. .. .. .. .. . .. .. .. .. .. .. .. . -7 w . . . . . . . - - - - - - - - - - - - - - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .� U) O � - 4 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . w „I . . 0: . . . . . . . . . . . . . . . . . . . . . . .. . . .. . . . . . . . . . .. . . .. . . . . . . . . . .. . . . . . . . . . .. . . . . . . . . . . . . . . . . . .0 . COMPACTION EFFORT INSIDE YARD A0EAS SHALL EET SPECS CALLED FOR UNDER TREETS. i I ICB -73 m ----------------- - - - - -- -- - - - - -- -- - - - - -- c�L ^D /TIC — 6th ADDITION- ] — — — 7 IE7�/�f -1 Vf�F -- � � — — � STA. 4 +46 I I I I CLEAN I I CB -881 IJEGIN STREET LOW I I I I I OUT I I CONSTRUCTION I I I (TYP.) I w I 51 CONCRETE Ld N i Sil EWALK (TYP.)I I I SURMOUNTAII CURB & GUt I w 2 I I 3 4 I IPED. RAMP CONCRETE D I(TYP*) Z 10' R. (TYP.) 5 6 15A j ---- J---- J - - - --� L STMH- � .�. ., O O �� �♦ �� EASEMENT & UTI 1 1 I I Degler Lane loom Iv 2 LU CONSTRUCT TEMP. BIT BERM TO DIRECT WATER TO CATCH UNTIL 5TH ADD. IS COMPLETED. 4th ADDITION I I i I STA. 4 +46 ' IEND STREET I I I CONSTRUCTION 2 Rr � I ■ `l CONTRACTOR: BURSCHALE CONSTRUCTION RECORD DRA WING 4TH ADDITION CONFORMING TO CONSTRUCTION RECORDS. BY Jerrod McCarty DA TE 02/15/13 WESTWOOD PROFESSIONAL SERVICES Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651 - 454 -0002 Mn. Toll Free 1- 800 - 252 -1166 GENERAL NOTES: RADIUS TO BE B618 C. & G. WITH 10' TRANSITION FROM SURMOUNTABLE CURB + DENOTES GUTTERLINE ELEVATION AT INTERSECTIONS ALL RCP SHALL BE CLASS 5 IN ROADWAY • MIN. 9" CLASS 5 UNDER C & G HOLES TO BE PRE -CUT IN ALL STORM STRUCTURES THAT HAVE DRAINTILE INLETS. CURB INLET SEDIMENT FILTERS SHALL BE INSTALLED IMMEDIATELY AFTER CURB IS COMPLETE. THEY SHALL BE MAINTAINED UNTIL THE SITE HAS BEEN STABILIZED AND THEN SHALL BE REMOVED. PER CITY DETAIL PLATE NO. 5302 ALL SIGNAGE TO BE FURNISHED AND INSTALLED BY CITY. !•1M*1ii1S[�>r'I - • ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED WITH IN 48 HOURS TO MINIMIZE EROSION • ALL UTILITY WORK SHALL BE IN ACCORDANCE WITH THE CITY'S LATEST STANDARD SPECIFICATION AND DETAIL PLATES, SEE SHEET 11 & 12. CASTING NOTE: ALL CATCH BASIN CASTINGS IN CURB SHALL BE SUMPED 0.15 FEET AND MANHOLE CASTINGS IN PAVED AREAS SHALL BE SUMPED 0.05 FEET. RIM ELEVATIONS ON PLAN PROFILES REFLECT THE SUMPED ELEVATIONS. L !I 0' 50' 100' 150' . Westwood Professional Services, Inc. 1212 Red Fox Rd. Arden Hills, MN 55112 PHONE 651 - 288 -0600 FAX 651 -288 -0659 TOLL FREE 1 -888- 937 -5150 WftlWOOd www.westwoodps.com I hereby certify that this plan was prepared by me or under my direct supervision and that I am a duly licensed PROFESSIONAL ENGINEER under the laws of the State of Minnesota. a P/ /IC Francis D. Hagen II, P.E. Date 06/21/13 License No. 17716 Revisions. 07/14/10 City Review Comments 01/30/12 City Review Comments 03/20/12 City Review Comments and 3rd Addition Record Drawings 02/15/13 4th Add. Record Dwgs 03/15/13 5th Addition 06/21/13 Block Number Revisions Designed: FDH 11 Checked: FDH II Drawn: CWG Record Drawing by/date JPM Prepared for: at Bluff Creek Chanhassen Residential Development Partners LLC 3rd 4th 5th One Corporate Center III, Suite 300 & 6th Additions 7300 Metro Blvd. Edina, Minnesota 55439 -2302 Chanhassen, Minnesota Storm Sewer and Street Construction Plans Degler Lane - - - - - - - - - - - - -. - -. - - - - - r� : -. - -. - .. .. .. .. .. .. .. .. .. .. .. . .. .. .. .. .. .. .. . . : c�0: . . . . . . . - - - - - - - - - - - - - - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .� N 00: 0: 0 0 O � - 4 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0: . . . . . . . . . . . . . . . . . . . . . . .. . . .. . . . . . . . . . .. . . .. . . . . . . . . . .. . . . . . . . . . .. . . . . . . . . . . . . . . . . . .0 . . . . . . . . . . . . . . . . . . . . . . . �: . . . . . . : . . . . . . . rn . : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. .. .. .. .. .. ..00 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 920 ...................................................................................................................................................................................................................................................................................... ... ....:.........: :. :.. :. :.........:.........:.........:.........:........ .:.........:.........:......... .........:......... :...... :..... _ :....... :. _ 4th ADDITION: ............................... .....:... :.........: 920 :.........:.........:.........:.........:.........:.........:.........:.........:.........:.........:.........:.........:.........:.........:.........:.........:.........:........ .:.........:.........:......... ----- - - - - -- - - - - -- A 4+ ...... :...... :.........: :...... :...... ..: ...... :...... :.... ....: ......... ........ ......... - - - - - - - - - - - - - - - - - - - - - - - ....... ......:.........:.........:.........:.........:.........:.........:.........:.........:.........:.........:........ .:.........:.........:......... ......... ......... 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STA. 4 +36 ............................... ... ........... ................... ...... ................... ................... ................... 915 - - - - - - - - - - - - - - - -=- - - - - - - - - - - - - - - - - -=- - - - - - - - - - - - - - - - - - = -- - - - - - - - - - - - - - - - -=- - - - - - - - - - - - - - - - - -=- - - - - - - - - - - - - - - - - -=- - - - - - - - - - - - - - - - - = = . 175'VC = =- - - - - -- - - - - - - -- - - - -- - - - - - - - - - - -- - - - - - - - - - -- : - - - - - - - - - - - - - - - - ' : .. .. .. .: .. .. .. .. . : ......... ......... :......... ......... :......... ......... ......... ......... ......... ......... ....... ........ _ ...... ..r: PVI STA 1: +34 04 o ......... ......... ... .. ..... + a' ... ......... ......... ......... ......... -% + O) 3 O 910 - _ A.D. 4:42 it 11 > 910 ................................................................................................................................ ............................... . _ :.-.. 39. :5:9 :.......................... 11 ................... - i z 2010 Westwood Professional Services, Inc. INSTALL 2 TRAFFIC BARRICADES (SEE CITY DETAILS SHEET 18) —� 4" HIGH TEMPORARY BITUMINOUS CURB ON WINGS raiinl /� llllll�lldll I � 2.0% m p ruu�ruuu 5 0.0' 2" BITUMINOUS BASE & 6" CL. 5 AGGREGATE BASE (TYP.) 28' R (TYP.) STANDARD STREET SECTION (TYP.) I SURMOUNTABLE CURB AND GUTTER THROUGH TEMPORARY TURNAROUND END STA: 1 +93 2.0 O 50.0 o TEMPORARY TURNAROUND DETAIL 1 -20 CONCRETE WALKWAY 1. 49 3" BITUMINOUS WEAR COURSE TYPE 41WEA50055B 6" CL. 5 AGGREGATE BASE 100% CRUSHED ROCK MnDOT 3138 -1 APPROVED COMPACTED SUBGRADE MnDOT SPEC. 2105 & 2112 BITUMINOUS TRAIL ® Westwood Professional Services, Inc 1212 Red Fox Rd. Arden Hills, MN 55112 PHONE 651 - 288 -0600 FAX 651 - 288 -0659 TOLL FREE 1- 888 - 937 -5150 Westwood www.westwoodps.com I � 4"'Alp PROJECT NAME PROJECT DESCRIPTION -A 54 LOT SINGLE FAMILY RESIDENTIAL SUBDIVISION DEVELOPER- NAME PHONE NUMBER CONTACT- NAME PHONE NUMBER PERMITTED CONSTRUCTION HOURS- MON. -FRI. 7AM -6PM SATURDAY 9AM -5PM ABSOLUTELY!!! NO CONSTRUCTION ACTIVITY, MAINTENANCE OR DELIVERIES ALLOWED ON SITE OUTSIDE OF THESE HOURS, CITY OF CHANHASSEN ENGINEERING DEPARTMENT 952 -227 -1160 NOTES: 1. SIGN SHALL HAVE A MINIMUM OF TWO POSTS, 2. INSTALL SIGNS AT ALL CONSTRUCTION ENTRANCES. 3. SIGN SHALL HAVE WHITE BACKGROUND WITH BLACK LETTERING, 4. LETTER SIZE TO FIT 8' X 6' SIGN, 6' DEVELOPMENT INFO SIGN AUE "E&J2EgCHMr3 ENGINEERING DEPARTMENT rtA� N0'` 5313 I hereby certify that this plan was prepared by me or under my CL 0 M U ° PL ` A 10' DRAINAGE & UTILITY EASEMENT 14.5' BOULEVARD 2.0% SLOPE 4" TOPSOIL IN—/ DISTURBED AREAS. 4" SUB — SURFACE DRAINTILE (SEE DETAIL SHEET) MEN 4.5' CL 30' ROW 30' ROW A A 15.5' 15.5' WEAR COURSE TO BE 1/2" ABOVE EDGE OF GUTTER 6 "� ° 4q P P o ao � 10' 6.0' DRAINAGE & BOULEVARD UTILITY EASEMENT T L1 -1/2" — MnDOT 2360 LVWE35030B WEAR COURSE MnDOT SPEC. 2357 BITUMINOUS TACK COAT 2" — MnDOT 2360 LVNW35030B BASE COURSE 12" — CLASS 5 AGGREGATE BASE, 100% CRUSHED STONE 24" MnDOT 3149.2B SELECT GRANULAR BORROW COMPACTED SUBGRADE TYPICAL PUBLIC STREET SECTION (31' BACK TO BACK) CL 20' P/L 20' P/L — 14.0' 14.0' WEAR COURSE TO BE 1/2" 2.0% SLOPE ABOVE EDGE OF GUTTER PRIVATE UTILITY LINES 0 3' 6» �i o O O r? M U 4" SUB — SURFACE DRAINTILE (SEE DETAIL SHEET) 8" DIA. PVC nnnrrn�� SECTION VIEW PLAN VIEW TYPICAL CURB STOP (NOT TO SCALE) direct supervision and that I am a duly licensed PROFESSIONAL - "` -` Deed; FDH 11 ENGINEER under the laws of the State of Minnesota. 07/14/10 City Review Comments 06/21/13 Block Number Revisions 07/28/10 Add Temporary Turnaround to End of Degler Circle 08/09/13 5th Add. City Comment Cbe'cU& FDH 11 0) Q1 ]c 01/30/12 City Review Comments 03/20/12 City Review Comments and 3rd Addition Record Drawings Drawn: CWG Francis D. Hagen ]Q, P.E. 02/15/13 4th Add. Record Dwgs Dam O$�Q9� Lscense No X716 03/15/13 5th Addition Record Drawing by /date: JFM 8" DIA. PVC PROTECTIVE SLEEVE CURB STOP 8.5' BOULEVARD 4.5' Ill �6» a ,\ DRAINTILE Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651 - 454 -0002 Mn. Toll Free 1- 800 - 252 -1166 PL 5' 1 ' 10' SIDEWALK DRAINAGE & UTILITY EASEMENT 2.0% SLOPE -���- PRIVATE UTILITY O O_ LINES O �p M 9' U SEE PLAN VIEW FOR SPECIFIC SIDE FOR SIDEWALK SURMOUNTABLE CURB & GUTTER (EXCEPT FOR RIVER ROCK DRIVE SOUTH WHICH SHOULD BE 8618 CURB AND GUTTER) I� A 5' SIDEWALK N - 10 d a 0— _�W No. 1 -1/2" — MnDOT 2360 LVWE35030B WEAR COURSE MnDOT SPEC. 2357 BITUMINOUS TACK COAT 2" — MnDOT 2360 LVNW35030B BASE COURSE 12" — CLASS 5 AGGREGATE BASE, 100% CRUSHED STONE 24" MnDOT 3149.28 SELECT GRANULAR BORROW COMPACTED SUBGRADE TYPICAL PRIVATE STREET SECTION (28' BACK TO BACK) Prepared for: Chanhassen Residential Development Partners, LLC One Corporate Center III, Suite 300 7300 Metro Blvd. Edina, Minnesota 55439 -2302 SURMOUNTABLE CURB & GUTTER The Preserve ° 1' 10, DRAINAGE & UTILITY EASEMENT 2 —ROLLS SOD 3' O a_ 0 0 0 o N M 9' U SEE PLAN VIEW FOR SPECIFIC SIDE FOR SIDEWALK CONTRACTOR: BURSCHALE CONSTRUCTION RECORD DRA WING 4TH ADD /TION CONFORMING TO CONSTRUCTION RECORDS. BY Jerrod McCarty DATE 02/15/13 WESTWOOD PROFESSIONAL SERVICES at Bluff Creek 3rd, 4th, 5th & 6th Additions City Project # 10 -xx Latest Revision Date: 06/21/13 20101049DTF03.dwg Date: 05/26/10 Sheet 16 OF 18 Construction Details and Typical Sections 2010 Westwood Professional Services, Inc. N `- - -- --I Neenah R3067 -V casting and 22 1/2' BEND 45' BEND grate or equal. SIZE PLAN D1 B2 D2 Minimum of 2 maximum of 5 c 'v a concrete adjustment rings with full 6" Conc. collar V -5" 5' 2' -1" V -6' Precast concrete or HDPE adjusting rings. Varies VariesI 6" precast reinforced concrete slab. 12 " -16" 2' -B" Not to Scale 3, l' -10" to have flat top edge sealed with E E 2' -0" 2 beads of Ramnek or equal. 3 Varies All joints in manhole to have 2' -0" 4' -0" Typ. cn M 3' -6" Precast concrete section (HYD) `o Manhole steps, Neenah R1981J or 3' -4" R/W equal, 16" o.c., Aluminum steps c 4' -4" R/W 6' -10" 1 3' -10 Doghouses shall be grouted on both 5' -0" 10' the outside and inside. m NOTE: 0 4q No block structures are allowed. x o MH Gate valve location Minimum slab thickness, 6" for 14' on projection of property line. R/W NOTE: R/W All dead ends to be 2. Casting to be totally encased in concrete curb section. extended a minimum of and reinforce with 6 "x 6" 10/10 mesh. one pipe length beyond NOTE: gate valve and closed Water main to be on with plug tied back to north and west side tee. of center line unless MANHOLE hydrants pose conflict with proposed sidewalk. off If ENGINEERING DEPARTMENT 0 TYPICAL INTERSECTION '2-� ENGINEERING DEPARTMENT Na, 10Q1 FIr NAAE:- G 1001 CL PL VARIABLE FENCE 9, POSTS 'o z Z WYE PLUGGED EN a a' 1/8 BEND 6" PVC SDR -26 PIPE MIN. SLOPE 1/4" PER FOOT In J 2 "X2" MARKER PIPE DIAMETER MIN. SEE NOTE 2. SANITARY SEWER GRAVITY MAIN SANITARY SEWER SERVICE CONNECTION DETAIL SERVICES TO BE USED IN CONJUNCTION WITH PLASTIC PIPED SEWER MAINS FOR DEPTH OF COVER 16 FEET OR LESS. NOTES: 1. SOLVENT WELD ALL JOINTS. (NON GASKETED) 2. WHEN SANITARY SEWER SERVICE IS NOT ACCOMPANIED BY A WATER SERVICE IN THE SAME TRENCH, INSTALL A 6' HEAVY METAL. FENCE POST NEXT TO 2 X 2 MARKER AND PAINT TOP 6" OF POST FLORESCENT GREEN. 3. CLEANOUT REQUIRED ON PRIVATE PROPERTY IF DISTANCE FROM MAIN TO HOUSE EXCEEDS 90 FEET. 4. ALL PIPE SHALL BE BEDDED ON GRANULAR BORROW 314A OR COURSE FILTER AGGREGATE (3149H). 1+ TYPICAL SANITARY SEWER SERVICE 3-09 ENGINEERING DEPARTMENT 1PLATENO" 2001 FU wW-Q G 24 "x36" slab opening for Neenah 3067 -V or equal )TE: 1- V Grate shown 2- VB Grates shall be used at all low points. NOTES: 1. Shape of back of buttress may vary as long as poured against firm undisturbed earth. 2. Dimension C1,C2,C3 should be large enough to make angle D equal to or larger than 45. 3. Dimension A1,A2,A3 should be as large as possible without interfering with MJ bolts. 4. 9 = 45' Minimum. 5. Place polyethylene between concrete & pipe. 6. All bends & fittings shall be restrained with Megalugs thrust restraints or equal e - See no BUTTRESS DIMENSIONS `- - -- --I Neenah R3067 -V casting and 22 1/2' BEND 45' BEND grate or equal. SIZE PLAN D1 B2 D2 Minimum of 2 maximum of 5 3" Radius 6" concrete adjustment rings with full 6" Conc. collar V -5" beds of mortar. 2' -1" V -6' Precast concrete or HDPE adjusting rings. Varies V -5" 6" precast reinforced concrete slab. 12 " -16" 2' -B" Top of barrel section below top slab E l' -10" to have flat top edge sealed with E E 2' -0" 2 beads of Ramnek or equal. 2' -6" Varies All joints in manhole to have 2' -0" 4' -0" Typ. 0" ring rubber gaskets. M 3' -6" Precast concrete section ° 5" Manhole steps, Neenah R1981J or 3' -4" 8' -4" equal, 16" o.c., Aluminum steps 24" 4' -4" approved. 6' -10" 1 3' -10 Doghouses shall be grouted on both 5' -0" on the outside. the outside and inside. m NOTE: 17' -0 4q No block structures are allowed. x o ° Minimum slab thickness, 6" for 14' I depth. Increase thickness 1" for 1. Steps shall be provided in all catch bosin /manholes each 4' of depth greater than 14', 2. Casting to be totally encased in concrete curb section. ° and reinforce with 6 "x 6" 10/10 mesh. SECTION No drain holes tiff CATCH BASIN MANHOLE WITH SUMP REVI4FD 1-10 ENGINEERING DEPARTMENT I Pu1E No'' 3104 FILE IIFMiE: NOTES: 1. Shape of back of buttress may vary as long as poured against firm undisturbed earth. 2. Dimension C1,C2,C3 should be large enough to make angle D equal to or larger than 45. 3. Dimension A1,A2,A3 should be as large as possible without interfering with MJ bolts. 4. 9 = 45' Minimum. 5. Place polyethylene between concrete & pipe. 6. All bends & fittings shall be restrained with Megalugs thrust restraints or equal e - See no BUTTRESS DIMENSIONS PIPE 22 1/2' BEND 45' BEND 90' BEND /TFF SIZE B1 D1 B2 D2 B3 D3 6" V -5" V -5" V -5" V -5" 2' -1" V -6' B" l' -5" V -5" 2' -1" V -6" 2' -B" 2' -0" 12" l' -10" V -10" 3' -4" 2' -0" 4' -9' 2' -6" 16" S -0" 2' -0" 3' -10" 3' -0" 6' -2" 3' -6" 20" 3' -6" 2' -8" 5' -6' 3' -4" 8' -4" 4' -0" 24" 4' -4" 3' -0" 6' -10" 1 3' -10 9' -8" 5' -0" on the outside. 9' -3" fi' -0" 17' -0 6' -0" PLAN 90' BENDS PLAN 45' BENDS Variable 3' M'srt $ -See note 4 , CONCRETE SHALL BE A IN CONTACT WITH g THIS QUADRANT (C C A OF PIPE ° BEDDING MATERIAL UNDISTURBED EARTH CONCRETE SECTION A -A PLAN 22 1/2' BENDS MIN CONCRETE 0 THRUST BLOCKING m .208 FILE t ENGINEERING DEPARTMENT JPLAWMO'�1002 W8 G CS 1002 CL NOTES: 1. Solvent Weld all Joints. (Non Gasketed) 2. When Sanitary Sewer Service is not Accompanied by a Water Service in the Same Trench, Install a 6' Heavy Metal Fence Post Next to 2 x 2 Marker and Paint Top 6" of Post Florescent Green, 3, The Use of Bends Shall be Restricted to the Two Shown on This Detail. 4. Cleanout Required on Private Property if Distance from Main to House Exceeds 90 Feet. 5. (Xx,Yy,Zz)Coordinates of service line at any & all bends at ROW (in Carver County Coordinates). of OF SANITARY SERVICE RISER (GREATER THAN 16' DEEP) Di2_08 ENGINEERING DEPARTMENT " 2002 FILE w�IE Cl c 16" Conc. collar E E n 24 "x36" slab opening for Neenah R3067 -V or equal 91e 1- V Grate shown 2- VB Grates shall be used at all low points. - Neenah R3067 -V casting and grate or equal. PLAN / Minimum of 2 maximum of 5 -2" f /concrete adjustment rings with fuel beds of mortar. Precast concrete or HDPE adjusting rings. ° 6" precast reinforced concrete slab. Top of barrel section under top slab to have flat top edge sealed with 2 beads of Ramnek or equal. All joints in manhole to have Varies "O" ring rubber gaskets. -0" Typ. Precast concrete section NOTES: 5" 1. Doghouses shall be grouted on both the outside and inside. 2. No block structures are allowed. Manhole steps, Neenah R1981J or WIN TYPICAL 4' DIAMETER CATCH BASIN MANHOLE 2 -1G ENGINEERING DEPARTMENT 3102 NILE WME 0 02 Call 48 Hours before digging: Twin City Area 651 - 454 -0002 GOPHER STATE ONE CALL Mn. Toll Free 1- 800- 252 -1166 Westwood Professional Services, Inc 1212 Red Fox Rd. Arden Hills, MN 55112 PHONE 651 - 288 -0600 FAX 651 - 288 -0659 TOLL FREE 1-888- 937 -5150 www.westwoodps.com I hereby certify that this plan was prepared by me or under my direct supervision and that I am a duty licensed PROFESSIONAL Z pa rn W I ° Lp _ 0 Tr O i r U w 0 0 w i w L' a CL ww Q,, 7 in ~(V z x z in in 4) ��il W 'NIW ,L U) U CO w K O 0 +T O S a. F r 110 K Cn r Z w U Z o N ¢ ,a Ow Z in V) C) ry rC J } T< a) a:Ln ¢o lO N w0 <UKFwZ4 N > o ¢ O Q U= C i �w¢w� O 2 N UM.Z- a Z N ow x Z a o?oiv ¢>- X CJ N XVW ,g'L __ X:o¢ y 7 x tgr¢M a ID¢w¢U (n aN w J Q, O wZm h?Zp O OZ 4s¢Jp J¢r T2 2 �Zp7 ¢stnO V) Z pUU� ZW�N Q'J JAZZ uJ W ti 00 a _1<r<OFmm ui O 0: a 0 W ¢ sJ>L F a ?� -U Q< oo:cc Z w00�UU,l _1q0 u, $o - a.l' -' o a a - Zinaz_inn'^z LL I,- a W¢UO dUr] V H ¢n I,p.I?I"a v>p °W md_ wint�i 0 \ Ow ZWZZa L a]ZO:m OUZO =JZ L) 2�rLZ��= iz 31 000 ~�V~10 an u)a0 ��¢a- JzJ OJJ Mo ���F ZJJC�Yui ZmU AiQ¢244 w Yz�tO,f Xpp:3, > S KJr^ �il�[V>/j 466 Q a a- W X: LOU 01z UN 2 ,=!, a Z 51A¢K MIN TYPICAL HYDRANT INSTALLATION 3-09 ENGINEERING DEPARTMENT No: 1004 FlLE NAME G 1004 Manhole Casting and Adjusting Ring (See Plate 2110) Provide I &I Barrier on all sanitary sewer manhole(see plate 2109) Manhole steps shall be Neenah R- 1981J, 16" on center. Steps Shall be on Downstream I ' Side Unless Pipe Diameter is 18" or Larger All joints in manhole to have "O "ring rubber gaskets. Infi - shield external seals as required by the Engineer. A Maximum of 2 Short Manhole 4' -0" Risers to be Used Directly Below Cone Section Pipe shall be cut out flush 5" 6 / / Kor -n s face al requi edwall. I 1 Precast Inverts Must be 1/2 of Pipe Diameter and Benches SECTION VIEW Sloped 2" Toward the Invert Minimum thickness of precast base is 6" for 14' deep or less, and increases 1" in thickness for every 4' of depth greater than 14'. NOTE: 1. Kor -n -seal manhole or equal considered acceptable alternate. 2. All dog houses shall be grouted on inside and outside. 3. When the manhole or catch basin structure is constructed outside the traveled roadway a witness post and sign (MH) shall be installed next to the manhole. CNI� STANDARD MANHOLE 'Dt4 -0° ENGINEERING DEPARTMENT F N0'` 2101 11FILE WE_ 0t 25" 5" -� 1.5" BIT. WEAR I &I BARRIER -- -2" BIT BASE SEE DEATAIL 2109 HDPE OR e� PRECAST CONCRETE ADJUSTING RINGS RINGS SHALL BE SET ON ASS SEALANT OR APPROVED EQUAL. fi" THICK CONCRETE 27" COLLAR NOTE: 2 -PIECE COVER RISER RINGS ARE NOT ALLOWED. BIT. WEAR COURSE ADJ. DETAIL CASTING SHALL BE NEENAH# R -1642 OR MCI# 309 AND SHALL INCLUDE SELF SEALING VARIES TYPE LIDS STAMPED SANITARY SEWER OR STORM SEWER AS APPROPRIATE NATH TWO CONCEALED PICK HOLES BIT. BASE OR BINDER MIN. (2 -2 ") ADJ. RINGS AND q HDPE OR MAX. (3 -4 ) ADJ. RINGS (1 -2" RING WITH ADJUSTING ORNCGRETE MORTOR = 0.2') r 1 &I BARRIER 27" 6" THICK CONCRETE SEE DEATAIL 2109 COLLAR BIT. BASE OR BINDER COURSE ADJ. DETAIL NOTES: 1, PRECAST CONCRETE ADJUSTING RINGS SHALL BE BEDDED WITH 1/4" TO 1/2" MORTAR. 2. HDPE ADJUSTING RINGS SHALL BE BEDDED WITH SEALANT MANUFACTURED BY LADTECH INC. OR APPROVED EQUAL. 3. ALL ADJUSTS SHALL INCLUDE NEW RINGS FROM CASTING TO CONE. MIN MANHOLE CASTING AND ADJUSTING DETAIL REVISEOez 11 ENGINEERING DEPARTMENT Na. 2110 FLE wm 9 ENGINEER under the laws of the State of Minnesota. 07/14/10 City Review Comments 01/30/12 City eview Comments 02/15/13 4th Add. Record Dwgs 03/15/13 5th Addition Francis D. Hagen IZ, P.E. 06/21/13 Block Number Revisions Date: 06/21/13 License No. 17716 Street PL Variable equal, 16 o.c., Aluminum steps denoting curb box. ° Curb box with 1 1/4' approved. z gd '� Water Service 1 "X1" Corporation Cock 1 Type "K" Copper Concrete Block Support 4p o 1. Do not plug end of curb stop. �6„ 3. The copper service line between the main and curb box shall be one cantinous piece of piping, splices will not be permitted 4. Corporation cock to be 1" x 1" inside diameter. Minimum slab thickness, 6" for 14' and all mains 12" or larger. 6. Saddles when required shall be Ford style F202 double strap. 7. Stainless steel saddles required on oil PVC watermain. �fI depth. Increase thickness 1" for ° each 4' of depth greater than 14', and reinforce with 6 "x6" 10/10 mesh. ItEYf M2 -11 ENGINEERING DEPARTMENT Grout bottom of manhole to 1/2 SECTION diameter at pipe and slope grout 2" toward invert. WIN TYPICAL 4' DIAMETER CATCH BASIN MANHOLE 2 -1G ENGINEERING DEPARTMENT 3102 NILE WME 0 02 Call 48 Hours before digging: Twin City Area 651 - 454 -0002 GOPHER STATE ONE CALL Mn. Toll Free 1- 800- 252 -1166 Westwood Professional Services, Inc 1212 Red Fox Rd. Arden Hills, MN 55112 PHONE 651 - 288 -0600 FAX 651 - 288 -0659 TOLL FREE 1-888- 937 -5150 www.westwoodps.com I hereby certify that this plan was prepared by me or under my direct supervision and that I am a duty licensed PROFESSIONAL Z pa rn W I ° Lp _ 0 Tr O i r U w 0 0 w i w L' a CL ww Q,, 7 in ~(V z x z in in 4) ��il W 'NIW ,L U) U CO w K O 0 +T O S a. F r 110 K Cn r Z w U Z o N ¢ ,a Ow Z in V) C) ry rC J } T< a) a:Ln ¢o lO N w0 <UKFwZ4 N > o ¢ O Q U= C i �w¢w� O 2 N UM.Z- a Z N ow x Z a o?oiv ¢>- X CJ N XVW ,g'L __ X:o¢ y 7 x tgr¢M a ID¢w¢U (n aN w J Q, O wZm h?Zp O OZ 4s¢Jp J¢r T2 2 �Zp7 ¢stnO V) Z pUU� ZW�N Q'J JAZZ uJ W ti 00 a _1<r<OFmm ui O 0: a 0 W ¢ sJ>L F a ?� -U Q< oo:cc Z w00�UU,l _1q0 u, $o - a.l' -' o a a - Zinaz_inn'^z LL I,- a W¢UO dUr] V H ¢n I,p.I?I"a v>p °W md_ wint�i 0 \ Ow ZWZZa L a]ZO:m OUZO =JZ L) 2�rLZ��= iz 31 000 ~�V~10 an u)a0 ��¢a- JzJ OJJ Mo ���F ZJJC�Yui ZmU AiQ¢244 w Yz�tO,f Xpp:3, > S KJr^ �il�[V>/j 466 Q a a- W X: LOU 01z UN 2 ,=!, a Z 51A¢K MIN TYPICAL HYDRANT INSTALLATION 3-09 ENGINEERING DEPARTMENT No: 1004 FlLE NAME G 1004 Manhole Casting and Adjusting Ring (See Plate 2110) Provide I &I Barrier on all sanitary sewer manhole(see plate 2109) Manhole steps shall be Neenah R- 1981J, 16" on center. Steps Shall be on Downstream I ' Side Unless Pipe Diameter is 18" or Larger All joints in manhole to have "O "ring rubber gaskets. Infi - shield external seals as required by the Engineer. A Maximum of 2 Short Manhole 4' -0" Risers to be Used Directly Below Cone Section Pipe shall be cut out flush 5" 6 / / Kor -n s face al requi edwall. I 1 Precast Inverts Must be 1/2 of Pipe Diameter and Benches SECTION VIEW Sloped 2" Toward the Invert Minimum thickness of precast base is 6" for 14' deep or less, and increases 1" in thickness for every 4' of depth greater than 14'. NOTE: 1. Kor -n -seal manhole or equal considered acceptable alternate. 2. All dog houses shall be grouted on inside and outside. 3. When the manhole or catch basin structure is constructed outside the traveled roadway a witness post and sign (MH) shall be installed next to the manhole. CNI� STANDARD MANHOLE 'Dt4 -0° ENGINEERING DEPARTMENT F N0'` 2101 11FILE WE_ 0t 25" 5" -� 1.5" BIT. WEAR I &I BARRIER -- -2" BIT BASE SEE DEATAIL 2109 HDPE OR e� PRECAST CONCRETE ADJUSTING RINGS RINGS SHALL BE SET ON ASS SEALANT OR APPROVED EQUAL. fi" THICK CONCRETE 27" COLLAR NOTE: 2 -PIECE COVER RISER RINGS ARE NOT ALLOWED. BIT. WEAR COURSE ADJ. DETAIL CASTING SHALL BE NEENAH# R -1642 OR MCI# 309 AND SHALL INCLUDE SELF SEALING VARIES TYPE LIDS STAMPED SANITARY SEWER OR STORM SEWER AS APPROPRIATE NATH TWO CONCEALED PICK HOLES BIT. BASE OR BINDER MIN. (2 -2 ") ADJ. RINGS AND q HDPE OR MAX. (3 -4 ) ADJ. RINGS (1 -2" RING WITH ADJUSTING ORNCGRETE MORTOR = 0.2') r 1 &I BARRIER 27" 6" THICK CONCRETE SEE DEATAIL 2109 COLLAR BIT. BASE OR BINDER COURSE ADJ. DETAIL NOTES: 1, PRECAST CONCRETE ADJUSTING RINGS SHALL BE BEDDED WITH 1/4" TO 1/2" MORTAR. 2. HDPE ADJUSTING RINGS SHALL BE BEDDED WITH SEALANT MANUFACTURED BY LADTECH INC. OR APPROVED EQUAL. 3. ALL ADJUSTS SHALL INCLUDE NEW RINGS FROM CASTING TO CONE. MIN MANHOLE CASTING AND ADJUSTING DETAIL REVISEOez 11 ENGINEERING DEPARTMENT Na. 2110 FLE wm 9 ENGINEER under the laws of the State of Minnesota. 07/14/10 City Review Comments 01/30/12 City eview Comments 02/15/13 4th Add. Record Dwgs 03/15/13 5th Addition Francis D. Hagen IZ, P.E. 06/21/13 Block Number Revisions Date: 06/21/13 License No. 17716 Street PL Variable 6' Metal fence post denoting curb box. Top 6" painted blue. Curb box with 1 1/4' standpipe and stationary rod z M Water Service 1 "X1" Corporation Cock 1 Type "K" Copper Concrete Block Support Water Main NOTES: 1. Do not plug end of curb stop. 2. Add 6" crimped pigtail to curb stop. 3. The copper service line between the main and curb box shall be one cantinous piece of piping, splices will not be permitted 4. Corporation cock to be 1" x 1" inside diameter. 5. Saddles required on 6" DIP or smaller mains and all mains and all mains 12" or larger. 6. Saddles when required shall be Ford style F202 double strap. 7. Stainless steel saddles required on oil PVC watermain. �fI TYPICAL 5 1/2" WATER SERVICE ItEYf M2 -11 ENGINEERING DEPARTMENT No.: 1005 flLE NiW_0 0 1005 24" x 36" n 7.5' Minimum cover required No. 6860 over top of water main. No. H -10361 Bibby- Ste -Croix No. B -5160 Provide Valve Stem Risers Within 6" Of The Surface PRECAST, BLOCK, OR 27" - ...... 3" radius curb box. 18" 7 1/2- n The Surface Is Greater Than 8'. CORBEL PLAN SECTION HORSESHOE DETAILS Cut bell from DIP s join with stainless steel repair sleeve or approved equal a 0 s Varies 12 " -16" s pijp -t 8° DIP 5 "- tee section G Horseshoes filled with concrete mortar on all (n sides (see detailp w 1/2 Dia of pipe Poly wrap ductile 21' _ 79" Precast 8 " -1/4 bend integral with base section SECTION VIEW Manhole Casting and Adjusting Ring (See Plate 2110) Provide I &I Barrier on all sanitary sewer manhole (see plate 2109) Manhole stees, Neenah R1981J or equal, 16 on center. Aluminum steps approved. Manhole steps shall be placed so that offset vertical portion of cane is facing downstream. ! All joints in manhole to have "O "ring s rubber gaskets. Infi- shield externs! seals as required by the Engineer. A Max. of 2 Short Manhole Risers to be Used Directly Below Cone Section NOTE: 1. Kor -n -seal manhole or approved equal. i° 2. When the manhole or catch basin structure is constructed outside the traveled roadway a witness post and sign shall be 'installed next to the manhole. 3. Pipe shall be cut flush with inside face of wall. 4. All dog houses shall be grouted on the inside and outside. 5. Precost invert should be 1/2 Dia. of pipe and benches sloped 2" toward invert. 6. Precast invert is required. 7. Horizontal ductile shall be poly wrapped. Minimum thickness of precast base is B" for 14' deep or less, and increases 1" in thickness for every 4' of depth greater than 14' deep. Off SANITARY SEWER OUTSIDE DROP MANHOLE "IEW2-08 ENGINEERING DEPARTMENT NO.: 2103 FIl E NAMES fk os BLOCK (TYI Note: CONDUCTIVITY STRAPS TO BE PLACED AROUND MEGALUG BOLTS AND WELDED TO WATER MAIN. HYDRANT LEADS i =11 =L 11�I1 -1, B= 1t =11 =, IT-EI'-11' =11- ♦�n-n--Ti CROSSES � IDENOTES --- FqIFqIF2qII MEGALUG BENDS NOTES; 1. MEGALUGS TO BE USED AT ALL MECHANICAL JOINTS. 2. PLACE CONCRETE BLOCK UNDER ALL GATE VALVES AND HYDRANTS. 3. THRUST BLOCKING AT ALL TEES, BENDS, AND AT CERTAIN HYDRANTS. 4. ALL FITTINGS, NUTS, AND BOLTS SHALL BE SPRAYED USING A BITUMINOUS COAL TAR COAT SUPPLIED BY THE MANUFACTURER. SLEEVES 5. BLOCKING AGAINST UNDISTURBED SOILS. off of TYPICAL MEGALUG LOCATION ENGINEERING DEPARTMENT I PUTE No.. 1009 FILE NAME:0: 1009 Designed FM II Checked: MH 11 Drawn: CWG Record Drawing by /date: JPM DROP LID OWATERI Tyler Mueller 7.5' Minimum cover required No. 6860 over top of water main. No. H -10361 Bibby- Ste -Croix No. B -5160 Provide Valve Stem Risers Within 6" Of The Surface PRECAST, BLOCK, OR 27" VTo If The Distance From 3" radius curb box. The Top Nut Of The Valve To NOTES: The Surface Is Greater Than 8'. Grade TOP Tyler No. 6860 26" Mueller No. H -10361 26" Bibby -Ste -Croix No, VB502 27" EXTENSION Tyler No. 58 14" No. 59 18" No. 60 24" Mueller No. 58 14" No. 59 20" Bibby -Ste -Croix VB520 No. 57 9" VB521 No. 58 14" VB522 No. 59 20" VB523 No. 60 26" BOTTOM Tyler No. 6860 65" Mueller No. H -10361 65" Bibby -Ste -Croix No, VB516 60" 60" Valve and Box to be plastic wrapped per RACE section 2.03a Adjust top to 3/4" below grade. Box to be set to provide 12" of adjustment. Tyler No. 6860 Mueller No. H -10357 Bibby- Ste -Croix B -5001 Gate valve box, screw type, 3 piece, 5 1!4" shaft, size G box, 7' -6' extended, #6 round base - Gate Valve Adapter: 1/4° Steel With Protective Gooting, 1/2" Rubber Gasket Installed Between The Gate Valve And Gate Valve Adapter. Mueller or American Flow Control Resilient Wedge Valve Conforming to AWWA C- 515 -80 Standards With All Stainless Steel Nuts & Bolts. 18 "X18 "X8" Concrete Block aff9 TYPICAL GATE VALVE AND BOX INSTALLATION IREYMM2-.09 ENGINEERING DEPARTMENT PLATE NG.. 1006 FlLE NAME a 1008 MANHOLE FRAME AND COVER "1 /1 BARRIER" INNER 1„1 MANHOLE RING SEAL AS MANUFACTURED BY "STRIKE PRODUCTS" OR APPROVED EQUAL Material, Compacted to HDPE OR PRECAST CONCRETE ADJUSTING RINGS Proctor Density PRECAST, BLOCK, OR 27" Grate to be 2" below 3" radius curb box. BRICK MANHOLE CONE : NOTES: MASTIC SEAL BETWEEN CORBEL side of catchbasin. FRAME AND STRUCTURE A 4 Top of Curb 4 48" INFI - SHIELD EXTERNAL SEALS AT BARREL AND CONE SECTION JOINTS ON SANITARY APPLICATIONS OR APPROVED EQUAL AS REQUIRED BY THE ENGINEER. NOTES: 1. TRIM TOP OF SEAL TO 1" ABOVE TOP OF RINGS, CASTING SHOULD NOT REST ON SEAL. 2. PLACE "MASTIC" ON TOP OF CONE SECTION AND BENEATH SEAL. 3, NOT TO BE USED WHEN THERE ARE MORE THAN 5 RINGS OR NO RINGS, 4. CONTRACTOR SHALL INSTALL THE SEALS, THEN CONTACT THE CITY UTILITY SUPERINTENDENT FOR INSPECTION AT (952) 227 -1300. WIN I & BARRIER IiEYLSE1 -10 ENGINEERING DEPARTMENT " 2109 FILE NIME Gc 09 NOTE: 1- V Grate Shown 2- VB Grate Shown shall be � used at all low points. I Face of Curb � Direction of Flow I PLAN Catchbosin costing Material, Compacted to and grate Neenah Proctor Density R3067 -V or equal Grate to be 2" below 3" radius curb box. gutter grade. NOTES: 5' transition curb on each in the pipe zone, pipe bedding and backfill shall be used as shown on side of catchbasin. Precast concrete or foundation embedment material if needed. Pipe foundation material shall HDPE adjusting rings. Top of Curb Least 50% of the Outside Diameter. off PIPE BEDDING Varies Minimum of 2 -2 ", RCP & DIP N7E1ASFp:1 -m ENGINEERING DEPARTMENT 1PLAX No- 2202 5 1/2" maximum of 5 -2" Varies concrete adjusment 24" x 36" rings allowed with 1/4" Precast 5„ 3' minimum to 1/2" bed of mortar between each and a 3" Grout 6" thick concrete collar on the outside. 6 "Min. base Doghouses sholl be grouted on both the SECTION inside and outside. NOTES: 1. Steps shall be provided in all catch bosin /manholes and storm sewer manholes. 2. Casting to be totally encased in concrete curb section. 3. No block structures are allowed. 4. No wood shims are permitted in the adjusting rings. off 9 STORM SEWER CATCH BASIN 2' X 3' RECTANGULAR REYM 2 ENGINEERING DEPARTMENT 3101 Or; FlLE NAME: tiff 0 SPECS 5101 FINAL GRADE b TRENCH Li a a •• ' -r MINIMUM 6 SAND FILL, _ __ 3" MINIMUM RIGID STYROFOAM ^SAND FILL INSULATION NOTE: PIPE SHALL BE CENTERED UNDER INSULATION UNLESS OTHERWISE SPECIFIED. INSULATION SHALL OVERLAP AT SEAMS BY MIN. 12 ". COVER OVER PIPE - aPIPE - a WIDTH OF INSULATING BOARD - b 5' 5' 6' 3' off 9 INSULATION DETAIL FILE E0:1 -1G � G ENGINEERING DEPARTMENT I'lATE �' FILE 2205 Compacted Normal Fill Material, Compacted to 95% of the Standard Proctor Density I c E I_- Varies Jr I I I -I I -k I I I I I -I I II -I i I -I I I Shaped Natural Ground to pipe NOTES: 1. When existing soil conditions are not acceptable for backfill and /or compaction in the pipe zone, pipe bedding and backfill shall be used as shown on detail plate 2201. 2. A soils engineer will be required to determine the depth of the pipe foundation embedment material if needed. Pipe foundation material shall be accordance with MNDOT 3149.2H course filter aggregate. 3. The Bottom of the Trench Shall be Shaped to Fit the Pipe Barrel for at Least 50% of the Outside Diameter. off PIPE BEDDING IN GOOD SOILS RCP & DIP N7E1ASFp:1 -m ENGINEERING DEPARTMENT 1PLAX No- 2202 Fr E NAME I' t ComBopact cktill 12" + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + Embedment + + ++++++ 055 & + + + Material + + +.+.%+.++r+++++' Foundation - If Required (see Note 1) "Bc" Denotes outside diameter of pipe NOTES: 1. A soils Engineer will be required to determine the depth of the pipe foundation embedment material if needed. Pipe foundation material shall be in accordance with MNDOT 3149.2H course filter aggregate. 2. P.V.C. bedding shall be MNDOT 3149.28 select granular borrow with 100% passing a 3/4" sieve, and less than 10% passing a NO. 200 sieve. tiff PIPE BEDDING FOR P.V.C. PIPE REVI D*2 -1G ENGINEERING DEPARTMENT ' " 2203 FB.E N MF-, Q a City Project # 10 -xx Latest Revision Date: 06 Prepared for: Chanhassen Residential Development Partners, LLC One Corporate Center III, Suite 300 7300 Metro Blvd. Edina, Minnesota 55439 -2302 Use MNDOT 3149.2A - Granular Borrow I I VARIES Use MNDOT 3149.2H Course Filter Agg. (Pipe Foundation Material if Required) The bottom of the trench shall be shaped to fit the pipe barrel for at least 50% of the outside diameter Pipe Diu, x 0.5 Min. "Dia" Denotes outside diameter of pipe NO TES_ 1. When existing soil conditions are not acceptable for backfill and /or compaction in the pipe zone, pipe bedding and backfill shall be used as shown above. 2. A soils engineer will be required to determine the depth of the pipe foundation embedment material if needed. Pipe foundation material shall be accordance with MNDOT 3149.2H course filter aggregate. PIPE BEDDING IN POOR SOILS REVISEYI -10 ENGINEERING DEPARTMENT 2201 NJM 6 o yw In 3" CORPORATION STOP z � L, CD AFTER MEETING TEST REQUIREMENTS THE AIR BLEED LINE SHALL BE DISCONNECTED AT THE PLUG WITH NO ADDITIONAL COMPENSATION. AIR BLEED DETAIL PLAW No.: REMSM.2 -06 ENGINEERING DEPARTMENT 1003 FILE 1 MINIMUM 6" COMPACTED CONTRACTOR: BURSCHVILLE CONSTRUMON RECORD DRAWING 4TH ADDITION CONFORMING TO CONSTRUCTION REC S. BY Jerrold McCarty DATE 02/15 13 WESTWOOD PROFESSIONAL SERVICES DEPTH (TYPICAL).r�INSTALL VERTICAL BENDS WITH MEGA LUGS AS REQUIRED. WATERMAIN UNDER STORM SEWER NOTE, INSULATION AND COMPACTED SAND SHALL EXTEND 12' PAST OUTSIDE OF PIPE NSULATION SHALL OVER LAP AT JOINTS BY MIN. OF 12" tiff 9 WATERMAIN /STORM SEWER CROSSING IiEY15ED:2 -10 PLSTE No.: FILE INAIIE a Cs ENGINEERING DEPARTMENT 2204 20101049DTF01.dwg The Preserve vote: 05/26/10 sheet: 17 of 18 at Bluff Creek 3rd, 4th, 5th & 6th Additions Construction Details o2010 Westwood Professional Services, Inc. RIPRAP RIP RAP DETAIL ft'*U n:2 -10 ENGINEERING DEPARTMENT PLATT: NO- 3107 FILE WW-Gc 1G7 N urmountable Curb & Gutter to be transitioned into a 8618 type at Catchbosin. <+ ogO'�s Catchbosin Frame & Grate �4 Neenah R- 3067 -V or VB Grate. NOTE Catchbosin to be de ressed 2" below design gutter �ne grade. A h Neenah R- 3067 -VB shall be used lot all low points. d 7 J07 Surmountable Concrete Curb & Gutter 2- #4- 60 "Lon g Rebars Each way ISOMETRIC No Scale 0 0 o 5' Min. Transition t_ o Top of Xn Curb 2" Design utter line grade 9 SECTION A -A C 5' Min. Transition 0 a X 2- #4-60" LONG Rebars Each way Frame & Casting No Scale tiff of CURB CONSTRUCTION AT CATCH BASIN REV=: 1-10 ENGINEERING DEPARTMENT PLA1E No.. 31 Q6 FlLE NAME:G OB SEDIMENT TRAP MANUFACTURED BY WIMCO,LLC.SHAKOPEE, MN., ESS BROS., CORCORAN, MN. OR EQUAL SPECIFICATIONS AND STANDARDS DESIGN LOADS NaC uw)w nF c7FSr rnlmslr7uv+. 8TH EDITION. ALLOYIABLE AXLE WIDOW LOAD H/A An SIRllaruRLL WIETDINa [mE -STEEL 01.1 -9c SUETY FACTOR N/A 29 CAR w2a - OSHA SAFETY AND 11EKTH STANbWDS WATER FLOW RATE (THROUGH TYPE FF FILTER) 0.707 LF9 w 3' HEAD WOO" 04ERA OW RATE 5.94 CFS a 15" NEAP MODEL##CG23 DEFLECTOR PLATE OVERFLOW 1 - CENTER OF FILTER ASSEMBLY r OVERFLOW 2 - TOP OF CURB BOX 10' RLTER ASSEMBLY r CURB CG -2J HIGH -FLOW HIGH -FLOW FABRIC NOTES: 1. CLEAN FILTER MEDIA AFTER EACH RAIN EVENT AND REPLACE IF FILTER IS CLOGGED WITH SEDIMENT. 2. REMOVE DEBRIS /SEDIMENT FROM RECEPTACLE AFTER EACH RAIN EVENT. �tiff of CATCH BASIN 1i�11 SEDIMENT TRAP ItE1ASE� 1 -1G ENGINEERING DEPARTMENT PLATE Nat 5302A FlLE NAME:G G ® Westwood Professional Services, Inc 1212 Red Fox Rd. Arden Hills, MN 55112 PHONE 651 - 288 -0600 FAX 651 - 288 -0659 TOLL FREE 1-888- 937 -5150 West Arood www.westwoodps.com See City Plate No. 3107 for riprap placement. ISOMETRIC NTS NOTES: 1. All Reinforced Concrete Aprons shall be furnished & installed without Trash Guards 2. All new Reinforced Concrete Aprons on new pipe shall be tied back 3 pipe lengths back from apron. 3. All new Reinforced Concrete Aprons on existing pipe shall be tied to the first pipe adjacent to the apron. Off or FLARED END SECTION IMEV9 D:2 -10 ENGINEERING DEPARTMENT No.. 3108 FILE MME., Q OS I- PLAN 1/2"r "r RIPRAP REQUIREMENTS NTS NOTE PIPE DIA. RIPRAP REQUIRED GRANULAR FILTER REQUIRED 12" TO 24" 8 to 12 CY CL.3 UNDER RIP RAP AND 2 27" TO 33" 14 to 20 CY CL.3 LAYERS OF 50OX MIRAFI 36" TO 48" 23 to 38 CY CL.3 FABRIC OR EQUAL 54" AND UP 62 CY and up CL.4 4 (One cubic yard is approximately 2,800 lbs.) 000000000 00000000 _ 1 5/e' -2 3/9' 2' N RIPRAP 68 "R Cr O Granular Filter (MNDOT 3601.213) o 1/2 M1 N SECTION A -A Geotextile Filter Type III Concrete Curb and Gutter NTS 4" 4" 1 1 /8 "r RIPRAP Surface Bituminous Curb N Off 9 TYPICAL CURB 3' -7" DIA Granular Filter (MNDOT 3601.2B) X00 3-10 ENGINEERING DEPARTMENT -MME, SECTION B -B Geotextile Filter Type 111 NOTCH CLAY SUB -GRADE GEOTEXTILE WRAP (3733, TYPE 1) NTS FOR PIPE PLACEMENT TRENCH DETAIL RIP RAP DETAIL ft'*U n:2 -10 ENGINEERING DEPARTMENT PLATT: NO- 3107 FILE WW-Gc 1G7 N urmountable Curb & Gutter to be transitioned into a 8618 type at Catchbosin. <+ ogO'�s Catchbosin Frame & Grate �4 Neenah R- 3067 -V or VB Grate. NOTE Catchbosin to be de ressed 2" below design gutter �ne grade. A h Neenah R- 3067 -VB shall be used lot all low points. d 7 J07 Surmountable Concrete Curb & Gutter 2- #4- 60 "Lon g Rebars Each way ISOMETRIC No Scale 0 0 o 5' Min. Transition t_ o Top of Xn Curb 2" Design utter line grade 9 SECTION A -A C 5' Min. Transition 0 a X 2- #4-60" LONG Rebars Each way Frame & Casting No Scale tiff of CURB CONSTRUCTION AT CATCH BASIN REV=: 1-10 ENGINEERING DEPARTMENT PLA1E No.. 31 Q6 FlLE NAME:G OB SEDIMENT TRAP MANUFACTURED BY WIMCO,LLC.SHAKOPEE, MN., ESS BROS., CORCORAN, MN. OR EQUAL SPECIFICATIONS AND STANDARDS DESIGN LOADS NaC uw)w nF c7FSr rnlmslr7uv+. 8TH EDITION. ALLOYIABLE AXLE WIDOW LOAD H/A An SIRllaruRLL WIETDINa [mE -STEEL 01.1 -9c SUETY FACTOR N/A 29 CAR w2a - OSHA SAFETY AND 11EKTH STANbWDS WATER FLOW RATE (THROUGH TYPE FF FILTER) 0.707 LF9 w 3' HEAD WOO" 04ERA OW RATE 5.94 CFS a 15" NEAP MODEL##CG23 DEFLECTOR PLATE OVERFLOW 1 - CENTER OF FILTER ASSEMBLY r OVERFLOW 2 - TOP OF CURB BOX 10' RLTER ASSEMBLY r CURB CG -2J HIGH -FLOW HIGH -FLOW FABRIC NOTES: 1. CLEAN FILTER MEDIA AFTER EACH RAIN EVENT AND REPLACE IF FILTER IS CLOGGED WITH SEDIMENT. 2. REMOVE DEBRIS /SEDIMENT FROM RECEPTACLE AFTER EACH RAIN EVENT. �tiff of CATCH BASIN 1i�11 SEDIMENT TRAP ItE1ASE� 1 -1G ENGINEERING DEPARTMENT PLATE Nat 5302A FlLE NAME:G G ® Westwood Professional Services, Inc 1212 Red Fox Rd. Arden Hills, MN 55112 PHONE 651 - 288 -0600 FAX 651 - 288 -0659 TOLL FREE 1-888- 937 -5150 West Arood www.westwoodps.com See City Plate No. 3107 for riprap placement. ISOMETRIC NTS NOTES: 1. All Reinforced Concrete Aprons shall be furnished & installed without Trash Guards 2. All new Reinforced Concrete Aprons on new pipe shall be tied back 3 pipe lengths back from apron. 3. All new Reinforced Concrete Aprons on existing pipe shall be tied to the first pipe adjacent to the apron. Off or FLARED END SECTION IMEV9 D:2 -10 ENGINEERING DEPARTMENT No.. 3108 FILE MME., Q OS I- 5' MIN. 1/2"r "r o� io FLARE TO MATCH -I AA 2E ff.3�541�pp M1 N 50% -60% OF F-BASE DIAMETER WIDTH OF WALK 6" Distance to variable 1 �2 "r 3 „r Top Bituminous Material 1/2"r nN BFI MACHINE SUCE 1/5" BACK OF CURB DOME SECTION O 00000000 4 y 000000000 00000000 _ 1 5/e' -2 3/9' 15 6 "(TYP.) FRONT FACE 6• OF CURB 3" `C' 4' M4N. 6 3" 1 5/8 " -2 3/8 O O O O a 000 00000 A s/8 -MIN. PLAN VIEW OF DIAGONAL RAMP 13/16 "() s /e'MIN. DOME SPACING CURB & GUTTER 5' -4" 1 4' 0" C3 r, z .08 FT./FT. OR FLATTER® a w 1 SECTION A -A � m rc 0.08 FT. FT.SLOPE OF FLARED SIDE, (IF EXISTING CONDITIONS DO NOT PERMIT, MAY USE 0.10 FT. /FT.- 0.08 FT./FT.SLOPE ) s' S' 7' 6' 6' 3' 4' O" MIN. 1 6. 3" 8' 7' ELEVATION OF RAMP 9 a 10' 9' (D 1/2 INCH PREFORMED JOINT FILLER MATERIAL, AASHTO M 213. Q WHEN A MEDIAN IS NOT WIDE ENOUGH FOR TWO PEDESTRIAN RAMPS AND A 48" LANDING BETWEEN THEM, THE PEDESTRIAN CROSSING SHALL BE CUT THROUGH THE MEDIAN AT STREET LEVEL. ® 6" TO 8" 1S THE REQUIRED OFFSET OF THE TRUNCATED DOME AREA FROM THE FRONT FACE OF CURB. ® ADA REQUIRED TRUNCATED DOME AREA SHALL BE 2' D" MIN. IN DIRECTION OF TRAVEL AND SHALL EXTEND THE FULL WIDTH 4' 0" TYP. OF THE CURB RAMP. THIS 2' O" BY 4' 0" WIDTH TYP. } TRUNCATED DOME AREA SHALL CONTRAST VISUALLY WITH THE ADJACENT WALKING SURFACE. THE ENTIRE TRUNCATED DOME AREA SHALL BE A LIGHT COLOR (GRAY) WHEN THE ADJACENT SIDEWALK IS A DARK COLOR. THE ENTIRE TRUNCATED DOME AREA SHALL BE A DARK COLOR (GRAY) WHEN THE ADJACENT SIDEWALK 15 A "WHITE" OR LIGHT MAY CEMENT COLOR. SURFACE APPLIED TRUNCATED DOMES OR STAMPED CONCRETE WILL NOT BE ALLOWED. TRUNCATED DOME AREA SHALL BE NEENAH DETECTABLE WARNING PLATE R4984 THAT MEETS THE CURRENT MNDOT STANDARDS FOR DETECTABLE WARNING SYSTEMS. (Iff of PEDESTRIAN CURB RAMP REMISED: 1 -10 PLACE NO.: RLE L�:� cs 5 ENGINEERING DEPARTMENT 5215 2' -0" 4' -0" 2' -0" 1/2 "x6" Galvanized Bolts T - with Cut Washers (Carriage, Hex. or Sq.) 7_1/2" = 1' -3 1/4" E V-3 1/4" 0 Ln Nminal 1. x8"x8'-O 2'-2" No. 1 MIN. Grade Lumber E Ex. Ground m APPROX. N Treated Wood Posts 4'X4" x 8' -0" No. 2 Grade Lumber or better NOTE The barricade board face surfaces shall be fully reflectorized in alternate silver -white and red striping, using a reflective sheeting conforming to the requirements of MnDot Spec. 3352.2A2a, Standard No. 1. Prior to installing the reflective sheeting, the barricade boards shall be given a complete coating of White Wood Primer paint conforming to MnDot spec 3513, followed by a second coat of white paint conforming to MnDot spec. 3531 applied only to the surfaces not covered with reflective sheeting. The barricade boards shall be completely pointed and reflectorized sheeting applied before being installed on the posts. The barricade shall be placed 10' -0" from end of bituminous road, barricades to be centered on the roadway, to be facing trafic flow. Barricades to be installed in accordance with the Minnesota Manual on Uniform Trafic Control Devices. �Qff of TYPICAL lluell�ll BARRICADE REVISE& 1 -10 ENGINEERING DEPARTMENT PLATE ND" 5244 FILE NAME:G 5244 I hereby certify that this plan was prepared by me or under my direct supervision and that I am a duly licensed iPROFESSIONAL NOTES- I. Grates to be mode in (2) pieces 2. All metol shop be hot - dipped- golwnized See Detail A -A 57 "0 O.D. 1/4 "x1" Flat Steel. Hole Hole p:+ arnuum om - 0 4" o.C. each way (4) 1/2" 0 -13 UNC Hex Head Stainless Steel Bolts With Nuts and Washers Structure Requires (2) Piece Grate Per Drawing 1/4" Steel Plate ,\t„ Plon9 rar ;, '\ 12 "min. 9 "to12" HWL DETAIL A - outlet N.W.L. A _ e 12" �a p�0 �a inlet fo opipe �q0e N 48 "m "sn. � r� Monolithicolly NOTES. Poured Concrete 1. Standard pipe bedding required on both inlet & outlet pipes. 2. Tie last three joints. Use two tie bolt fasteners per pmt. Off or POND OUTLET CONTROL STRUCTURE REVEM.1 -10 ENGINEERING DEPARTMENT PLATE Na, 3109 FILE NM E: Q OY A-] A� 4'X 4' ( - - - - - -- 4 X 4 MINIMUM MINIMUM LANDING LANDING � O A-] OFVCURB" . A-J PLAN VIEWS CURB OR VAR. 4 0" MIN. CURB AND GUTTER RAMP REQUIRED LANDING < °. ° ° 0.02 FT. /FT. MAX. Q2 CONCRETE WALK 0.08 FT. /FT. OR FLATTER 05 1 SECTION A -A 0.10 FT /FT. MAX 0.10 FT /FT. MAX OS VAR. 4' 0" MIN. VAR. ELEVATION NOTES: TO COMPLY WITH THE AMERICANS WITH DISABILITIES ACT (ADA),ALL STATE AGENCIES ARE REQUIRED TO UTILIZE THIS STANDARD PLATE. MODIFICATIONS ARE ALLOWED PROVIDED THEY MEET PUBLIC RIGHTS -OF -WAY ACCESSIBILITY GUIDELINES (PROWAG). LOCAL AGENCIES ARE REQUIRED TO ADOPT SIMILAR DESIGNS. SHARED -USE PATHS SHALL HAVE DETECTABLE WARNINGS ACROSS THE ENTIRE WIDTH OF PATH WHEN THE PATH CROSSES A ROAD. DETECTABLE WARNINGS ARE NOT TO BE USED ON SIDEWALKS OR PATHS WHEN CROSSING ALLEYS OR RESIDENTIAL DRIVEWAYS. DETECTABLE WARNINGS SHOULD BE USED WHERE PEDESTRIAN ACCESS ROUTES CROSS COMMERICAL DRIVEWAYS THAT ARE PROVIDED WITH TRAFFIC CONTROL DEVICES OR OTHERWISE PERMITTED TO OPERATE LIKE A PUBLIC ROADWAY. SLOPES ARE DEFINED AS ABSOLUTE ELEVATION DIFFERENCE PER LENGTH OF RUN. (AS OPPOSED TO A RELATIVE SLOPE WITH RESPECT TO A CURB LINE OR CURB HEIGHT.) NO SIGNAL POLES, SIGN POSTS, CABINETS, OR OTHER OBSTRUCTIONS ARE ALLOWED IN THE RAMP OR PATH OF TRAVEL. 0 1/2 -INCH EXPANSION JOINT. 1/2 -INCH PREFORMED JOINT FILLER MATERIAL AASHTO M 213. PROVIDE A 4'X UM LANDING. SEE PLANS FOR PROPOSED RUNNING SLOPE AND CROSS SLOPE. NEITHER OF WHICH MAY EXCEED 0.02 FT. /FT. AS CONSTRUCTED. I) PLACE THE DETECTABLE WARNINGS AT THE BACK OF CURB. WHEN THE DETECTABLE WARNING SYSTEM IS A PREFORMED RECTANGLE PLACED AT THE BACK OF A RADIAL CURB LINE,HANO FORM THE CURB TO FILL THE GAP. DETECTABLE WARNING AREA SHALL BE 2'0" MIN.IN THE DIRECTION PERPENDICULAR TO THE GRADE BREAK AND SHALL EXTEND THE FULL WIDTH OF THE CURB RAMP. qO WHERE RADIAL WARNING SURFACES ARE USED OR IN OTHER CIRCUMSTANCES WHERE THE EDGE OF THE WARNING SURFACE IS NOT PARALLEL 10 THE EDGE OF THE CURB RAMP PATH OF TRAVEL, THE EDGE OF THE DETECTABLE WARNING SURFACE SHOULD NEVER BE MORE THAN 3 INCHES FROM THE EDGE OF THE RAMP. DETECTABLE WARNING AREA SHALL CONTRAST VISUALLY WITH THE ADJACENT GUTTER, ROADWAY, OR WALKWAY. EITHER LIGHT ON DARK OR DARK ON LIGHT. CONTRAST MAY BE PROVIDED ON THE FULL RAMP SURFACE. EXCLUDING THE FLARED SIDES. CROSS SLOPE OF THE RAMP MAY NOT EXCEED 0.02 FT. /FT. AS CONSTRUCTED. '.© ANY VERTICAL LIP THAT OCCURS AT THE FLOW LINE MAY NOT BE GREATER THAN 1/4 INCH. APPROVED MARCH 23, 2011 STATE OF MINNESOTA SPECIFICATION STANDARD DEPARTMENT OF TRANSPORTATION REFERENCE PLATE 2521 NO. PEDESTRIAN CURB RAMP 2531 7036G STATE DESIGN ENGINE PERPENDICULAR DESIGN 5 FT. MIN. LENGTH POST 5 FT. MIN. LENGTH POST AT 6 FT. MAX. SPACING GEOTEXTILE FABRIC AT 6 FT. MAX. SPACING GEQTEXTILE FABRIC PLASTIC ZIP TIES %- 36" WIDE PLASTIC ZIP TIES 36 WIDE (50 LB. TENSILE) ! /�rWRIC ANCHORAGE (50 LB. TENSILE) LOCATED IN TOP e" f m TA'�PEpnLL LOCATED IN 'FOP 6" TIRE COMPACTION ZONE Iljf NANRAL SQL OW FLOW B.-MIN. FLOW Z w =o ¢~ 1/2"r "r o� io e er ft MIN. 2 2E ff.3�541�pp M1 N 8" MnDOT B618 Concrete Curb and Gutter MAX. 4 6" Distance to variable 1 �2 "r 3 „r Top Bituminous Material 1/2"r nN slope MACHINE SUCE ryw Concrete Curb and Gutter O -1 8" - 12" DEPTH � SILT FENCE, MACHINE SLICED 1 2 SILT FENCE, HEAVY DUTY (1x 5 FT. MIN. LENGTH POST GEOTEXTILE FABRIC AT 6 FT, MAX. SPACING 36' WIDE STAPLES FABRIC ANCHORAGE TRENCH. BACKFILL WITH TAMPED NATURAL SOIL 0, - w FLOW � r ? ° o z SILT FENCE TO BE PLACED ED 6' ON ND CONTOUR. LENGTH SEE SLOPE /GRADE 0Ow IN. A CRITERIA BELOW SILT FENCE, PREASSEMBLED 1 2 '4" 54 OP SLOPE GRADE MAX LENGTH 2E555 � N 2% 105 FEET NOTES: 1 -10% FEE % 25 SILT FENCE PER MNDOT SPECS, SOURCE 2005 GREATER THAN 20% 15 FEET SEE SPECS. 2573 & 3886. LOCATION OF SILT FENCE To Protect Area From Sheet Flow FOR SEDIMENT CONTROL QMaximum Contributing Area: 1 Acre SLOPE VAgoABLE SILT FENCE NEAR TOE OF 1 6 DESIR SLOPE OUTSIDE OF CONSTRUCTION LIMITS LOCATION OF SILT FENCE FOR PEREMITER CONTROL Off 9 SILT FENCE 110011: 1 -10 ENGINEERING DEPARTMENT P 5300 FILE NAME16t ENGDaM under the laws of the State of Minnesota. 07/14/10 City Review Comments 01/30/12 City Review Comments U Jj ✓- 1�f/Qy�' 03/20/12 City Review Comments and 3rd Addition Record Drawings 02/15/13 4th Add. Record Dwgs Francis D. Hagm H, P.B. 03/15/13 5th Addition 06/21/13� No. 17716 06/21/13 Block Number Revisions Date � NOTE: MINIMUM OF 9" CL 5 UNDER ALL CURB & GUTTER 6" Distance to CE variable 1/2"r "r Tap Bituminous Ma #eriak 1 /2 "r e er ft MIN. 2 2E ff.3�541�pp M1 N 8" MnDOT B618 Concrete Curb and Gutter MAX. 4 6" Distance to variable 1 �2 "r 3 „r Top Bituminous Material 1/2"r 6" THICK CONC. slope w 3 4'r per MnDOT B612 Concrete Curb and Gutter I'r1 -1 F � NOTE: 8„ 12" c�f7se Only with Private Driveways, - Parking Lots, or Medians. 28 "R 12 "R 16" Top Bituminous Material 68 "R Cr O � N A o 1/2 M1 N WALLS TO BE PRECAST SECTION 17 1/2" 10 1/2" Surmountable Concrete Curb and Gutter 28" 4" 4" 1 1 /8 "r Bituminous Surface Bituminous Curb T 6" Shoe Formed SV }I Off 9 TYPICAL CURB 3' -7" DIA AND GUTTER X00 3-10 ENGINEERING DEPARTMENT -MME, No„ 5203 FEE G: NOTCH CLAY SUB -GRADE GEOTEXTILE WRAP (3733, TYPE 1) HIGH /LOW PT. FOR DRAINAGE __6_0.25'_ CIRCUM 45.5' RADIUS= 285.88'/360- �- 90� I ASS X35+ � �� I air_1►[17- AlNIX610=1i]IM-f_110 X Y* COM. /IND. 60' RAD. 48'. RAD. URBAN 60' RAD. 45.5' RAD. RURAL 60' RAD. 40'. RAD.* *NOTE: 1. ALL DISTANCE FOR STREET WIDTHS ARE MEASURED TO BACK OF CURB. 2. PLUS 6' GRAVEL SHOULDER. (RURAL) IV of TYPICAL CUL -DE -SAC R11ASEty 1 -10 ENGINEERING DEPARTMENT PLATE NO„ FILE W E: Q G 5205 OIND 1 " -2" CLEAN CRUSHED ROCK NOTE: FILTER FABRIC SHALL BE PLACED UNDER ROCK TO STOP MUD MIGRATION THROUGH ROCK, WIN ROCK WWiill CONSTRUCTION ENTRANCE REYKED, 1 -10 ENGINEERING DEPARTMENT Na: 5301 FILE NNAE: a C Desigitted: FM II Checked: FDH II Drawn: CWG Record Drawing by /date: JFM B618 CURE & GUTTER TYPICAL RESIDENTIAL RADIUS - 20' TYPICAL COLLECTOR RADIUS - 30' 6" height 2 "drop 10' long transitional height curbing' 4' height - 1 7" 7" IT MNDOT 13618 CONC. C & G SURMOUNTABLE C & G Off or 1L TYPICAL CURB RADIUS LtEVIBED 1 -1D ENGINEERING DEPARTMENT P FILE NA 5204 ME:G G I 1" DIAMETER ROCK FILTER NOTE: SILT FENCE PER MNDOT SPECIFICATIONS, SOURCE MACHINE SLICED WOVEN MONOFILAMENT, 36" WIDI FASTENED TO STEEL T -f WITH 3 (50LB) TENSILE STRENGTH PLASTIC ZIP TIES PER T- POST.(MACHINE SLICED) RUNOFF I^ 4' MINIMUM f WITH 1 FILTERED WATER 24" 12" SECTION A -A Off Iff OFFROAD CATCHBASIN FILTER BARRIER RBASEDI 2 -10 ENGINEERING DEPARTMENT PutCE Ia•, 5302 FILE NAME. Q E 5302 CURB w Z r It VARIABLE -�n O of a ) 1' HYDRANT VALVE BOX 6" 6" VARIES 5' -6' (SEE PLANS) 1/4" PER FT, SLOPE TO ROADWAY 4" CLASS 5 BASE 2' 3' 2.5' Min. CONCRETE SEE NOTES 1 & 3 1 NOTES: 1. TYPICAL 6" THICK CONCRETE SIDEWALK. 2. USE 8" THICK FOR COMMERICAL DRIVEWAY CROSSING. 3. JOINT SPACING AT 5' INTERVALS. EXPANSION JOINT SPACING AT 100' INTERVALS AND WHEN ABUTTING EXISTING CONCRETE OR STRUCTURE, tiff ff CONCRETE SIDEWALK REVISED: 1 -10 ENGINEERING DEPARTMENT Na. FILE 5214 NAME & G 4 NEENAH R -4342 GRATE OR APPROVED EQUAL 10" GONG. ADJUSTING RINGS (2 ") CITY OF CHANHASSEN AGGREGATE BASE MIN. 2 METAL TOP PLUG MADE OF MATERIAL TO ALLOW LOCATES Street Name --------- - ---------- - -------- - -------------------- MAX. 4 Lot_____ Block_____ Addition Name ---- - -------- -- -------- ------ SEWER: FINISHED GRADE MIN. 1/4" MORTAR BETWEEN 6" THICK CONC. Elevation at C.L. of Sewer Main_ - - w � MORTAR SHALL MEET MnDOT MNDOT SELECT GRANULAR BORROW Of F Depth at P.L._______ Distance Sewer Main to Riser _____ +_____ Riser Height _______ COURSE FILTER AGGREGATE - o REINFORCING TO CONSIST OF Stu. at P.L. from Downstream Manhole__- TT+__ -___ MNDOT 3149.2H Cr O z ❑ Check if Sewer Service Riser Installed WALLS TO BE PRECAST SECTION 12" DEEP - - 1 - I - JEF F1 F w N PRE -CAST OPENING AS REQUIRED N In CONC. BASE SHALL BE 6' �- GRADE TO DRAIN 3' -7" DIA CLAY SUB -GRAD 4" PERFORATED PIPE PRECAST SLAB NOTCH CLAY SUB -GRADE GEOTEXTILE WRAP (3733, TYPE 1) CATCHBASiN (27" DIA.) FOR PIPE PLACEMENT TRENCH DETAIL Location and Depth of Service Certified by Perforated PVC, or NOTE. I F E Service ties shall be owing ties a not more than 100' in length between tie points and sha I be tied to permanent 9 9 P P 2. CLEAN OUTS SHALL BE SPACED AT 300' INTERVALS (MAXIMUM) Dual Wall smooth WIN SUB- SURFACE PVC DRAINTILE CLEANOUT interior corrugated STANDARD SERVICE TIE CARD PE pipe. PLATE N0 5234 REVI5EO 1 -10 FILE Nweot�NG�sPECS�s221 ENGINEERING DEPARTMENT PLATE ND ". 5221 I 6" CONC. LAR PIPE DETAIL GROUT AROUND E PIPE NOTES: 1. CLEANOUTS REQUIRED AT 300' INTERVALS & ALL ENDING POINTS. 2. SWING TIES TO BE SHOWN ON AS- BUILTS FOR ALL ENDING POINTS TO ALL DRAINTILES. 3, OPENINGS IN STRUCTURE FOR DRAINTILE TO BE FABRICATED OR CORE DRILLED. 4. THIS DETAIL TO BE USED WHEN 2' OR MORE OF EXISTING SOIL SUB CUT IS NECESSARY. tiff * 4" SUB - SURFACE M� DRAINTILE REV1SiD:1 ENGINEERING DEPARTMENT 5232 RiE NAMEIG NEENAH R -4342 GRATE OR APPROVED EQUAL Qffff TYPICAL 27" DIAMETER CATCH BASIN L1EU1sltz -10 ENGINEERING DEPARTMENT PLATE ND•' 3103 FILE K#NL- G 103 CITY PROJECT NO. GONG. ADJUSTING RINGS (2 ") CITY OF CHANHASSEN TO BE SET AT FINAL GRADE. MIN. 2 METAL TOP PLUG MADE OF MATERIAL TO ALLOW LOCATES Street Name --------- - ---------- - -------- - -------------------- MAX. 4 Lot_____ Block_____ Addition Name ---- - -------- -- -------- ------ SEWER: FINISHED GRADE MIN. 1/4" MORTAR BETWEEN 6" THICK CONC. Elevation at C.L. of Sewer Main_ - - CASTING, RINGS & STRUCTURE. COLLAR TYP. ( ) MORTAR SHALL MEET MnDOT ONE PIECE PVC SDR. -35 Length, Size and Type of Service Pipe______ ___________________ SPEC 2506.28. Depth at P.L._______ Distance Sewer Main to Riser _____ +_____ Riser Height _______ NOTE: - REINFORCING TO CONSIST OF Stu. at P.L. from Downstream Manhole__- TT+__ -___ 5- #4 BARS AT 8" D.C. BOTH WAYS = I = LONG TURN ❑ Check if Sewer Service Riser Installed WALLS TO BE PRECAST SECTION I- Denotes Sewer Service End 9-Denotes Water Service End - - 1 - I - JEF F1 F OR CONC. SEWER BLOCK N PRE -CAST OPENING AS REQUIRED 3"� CONC. BASE SHALL BE 6' 3' -7" DIA POURED IN PLACE OR 5" PRECAST SLAB CATCHBASiN (27" DIA.) NOTE: Location and Depth of Service Certified by DESIGN SPECIAL 2 NOTE. I F E Service ties shall be owing ties a not more than 100' in length between tie points and sha I be tied to permanent 9 9 P P Qffff TYPICAL 27" DIAMETER CATCH BASIN L1EU1sltz -10 ENGINEERING DEPARTMENT PLATE ND•' 3103 FILE K#NL- G 103 VARIABLE 1/2" PER FT. SLOPE TOWARD ROADWAY CURB TOPSOIL TYPICAL 3" MNDOT 2360 SPWEB34CB 6" CLASS 5 BASE COMPACTED SUBGRADE PER SOIL ENGINEER NOTES: 1. SHOULDERS TO BE 13ACKFILLED AND RESTORED WITH 3" OF TOPSOIL AND RE- VEGETATED WITH SOD OR SEED / MULCH. 2. THE CCNTRACTOR OR DEVELOPER SHALL SUPPLY A 2 YEAR 100% MAINTENANCE BOND UPON CITY ACCEPTANCE. 3. THIS DETAIL / SPECIFICATIONS ARE MINIMUMN REQUIREMENTS, ADDITIONAL DESIGN MAY BE REQUIRED DEPENDING ON EXISTING SUB -GRADE SOIL CONDITIONS. 4. BITUMINOUS TRAILS MAY NOT BE CONSTRUCTED ON UNSUITABLE SOILS. NO WASTE MATERIAL, BLACK DIRT, OR ORGANIC SOILS ALLOWED. MY OF BITUMINOUS- 0 EN TRAIL REVISED: x-14 E EERIN(C Prepared for: Chanhassen Residential Development Partners, LLC One Corporate Center III, Suite 300 73M Metro Blvd. Edina, Minnesota 55439 -2302 The Preserve at Bluff Creek 3rd, 4th, 5th & 6th Additions Chanhassen, Minnesota Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651 - 454 -0002 Mn. Toll Free 1- 800 - 252 -1166 CONTRACTOR. BURSCHVILLE CONSTRUCTON RECORD DRA WING 4TH ADDI7ION CONFORMING TO CONSTRUCTION RECORDS BY Jerrod McCarty DATE 02/15/13 WESTWOOD PROFESSIONAL SERVICES City Project # 10 -xx Latest Revision Date: 06/21/13 05/26/10 20101049DTF02.dwg Date: Sheet: 18 OF 18 Construction Details CITY PROJECT NO. HUB WITH THREADED METAL PLUG CITY OF CHANHASSEN TO BE SET AT FINAL GRADE. SEWER, WATER OR COMBINATION SERVICE (CIRCLE ONE) METAL TOP PLUG MADE OF MATERIAL TO ALLOW LOCATES Street Name --------- - ---------- - -------- - -------------------- VIA METAL DETECTOR. Lot_____ Block_____ Addition Name ---- - -------- -- -------- ------ SEWER: FINISHED GRADE Downstream Manhole No.______ Sta. at P.L. from Downstream Manhole _____+______ Elevation at C.L. of Sewer Main_ - - Distance from Sewer Main to Cleanout_________ of Grade for Service to be installed____ ONE PIECE PVC SDR. -35 Length, Size and Type of Service Pipe______ ___________________ CLEANOUT RISER (SIZE AS PER PLAN) Depth at P.L._______ Distance Sewer Main to Riser _____ +_____ Riser Height _______ - -I WATER: - Downstream Manhole No -------- Stu. at P.L. from Downstream Manhole__- TT+__ -___ =J I N =I _� Length, Size and Type of Service Pipe _____________________________ Curpbh Stop PCarver Co Coordinates: x_________ Y --------- Z_________ = I = LONG TURN ❑ Check if Sewer Service Riser Installed _ T -Y SOR. -35 I- Denotes Sewer Service End 9-Denotes Water Service End - - 1 - I - JEF F1 F (SHOW SKETCH WITH TIES HERE) RIDGID SDR -35 I I 9 11-111 Ii I I -I I I -I I� -I I I I I I -I 10' Contractor Foreman Tied by Date NOTE: Location and Depth of Service Certified by 1. SOLVANT WELD ALL JOINTS ON CLEAN OUT. NON- GASKETED ( ) NOTE. I F E Service ties shall be owing ties a not more than 100' in length between tie points and sha I be tied to permanent 9 9 P P 2. CLEAN OUTS SHALL BE SPACED AT 300' INTERVALS (MAXIMUM) structures such as building corners, valve boxes, manholes, catch bosins, hydrants, etc. Ties to trees, power poles, property corners, telephone or utility boxes will not be accepted. If a permanent structure is not availble within the 100' length o third tie point of not more than 350' shalt be ­plied, WIN SUB- SURFACE PVC DRAINTILE CLEANOUT A WIN STANDARD SERVICE TIE CARD LIEMSEO: 1 -10 ENGINEERING DEPARTMENT FILE HAII&Cc c PLATE N0 5234 REVI5EO 1 -10 FILE Nweot�NG�sPECS�s221 ENGINEERING DEPARTMENT PLATE ND ". 5221 VARIABLE 1/2" PER FT. SLOPE TOWARD ROADWAY CURB TOPSOIL TYPICAL 3" MNDOT 2360 SPWEB34CB 6" CLASS 5 BASE COMPACTED SUBGRADE PER SOIL ENGINEER NOTES: 1. SHOULDERS TO BE 13ACKFILLED AND RESTORED WITH 3" OF TOPSOIL AND RE- VEGETATED WITH SOD OR SEED / MULCH. 2. THE CCNTRACTOR OR DEVELOPER SHALL SUPPLY A 2 YEAR 100% MAINTENANCE BOND UPON CITY ACCEPTANCE. 3. THIS DETAIL / SPECIFICATIONS ARE MINIMUMN REQUIREMENTS, ADDITIONAL DESIGN MAY BE REQUIRED DEPENDING ON EXISTING SUB -GRADE SOIL CONDITIONS. 4. BITUMINOUS TRAILS MAY NOT BE CONSTRUCTED ON UNSUITABLE SOILS. NO WASTE MATERIAL, BLACK DIRT, OR ORGANIC SOILS ALLOWED. MY OF BITUMINOUS- 0 EN TRAIL REVISED: x-14 E EERIN(C Prepared for: Chanhassen Residential Development Partners, LLC One Corporate Center III, Suite 300 73M Metro Blvd. Edina, Minnesota 55439 -2302 The Preserve at Bluff Creek 3rd, 4th, 5th & 6th Additions Chanhassen, Minnesota Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651 - 454 -0002 Mn. Toll Free 1- 800 - 252 -1166 CONTRACTOR. BURSCHVILLE CONSTRUCTON RECORD DRA WING 4TH ADDI7ION CONFORMING TO CONSTRUCTION RECORDS BY Jerrod McCarty DATE 02/15/13 WESTWOOD PROFESSIONAL SERVICES City Project # 10 -xx Latest Revision Date: 06/21/13 05/26/10 20101049DTF02.dwg Date: Sheet: 18 OF 18 Construction Details