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Bluffs at Lake Lucy -PlansSYMBOL LEGEND DESCRIPTION PROPOSED EXISTING MINOR CONTOUR, 01 _...__ MAJOR CONTOUR�j, Street Plan 05-07 LOT LINE 08-12 Storm Sewer Plan 13-15 Grading Plan WATERMAIN WM WM BUILDING SETBACK BOUNDARY - PARCEL BOUNDARY LINE DRAINAGE AND UTILITY EASEMENTS — — — — — — — — — — — — — CURB AND GUTTER __ ._ ___ - _v . _ u..._._ ___ RIGHT-OF-WAY DRAINTILE WICLEANOUTS— BACKYARD CATCH BASIN CATCH BASIN STORM SEWER MANHOLE FLARED END SECTION W/RIP-RAP <4 STORM STUCTURE LABEL SANITARY STUCTURE LABEL ® O SANITARY SEWER MANHOLE ++-119� - ■+ - HYDRANT —WM---A—WM —WMWM GATE VALVE —WM WM —WM WM WELL O U DRAIN FLOW/RUNOFF ARROW EMERGENCY OVERFLOW SWALE EOF Eol SOIL BORING LOCATION SILT FENCE -- TREE PRESERVATION FENCE BARRICADE ® OR ® OR SPOT ELEVATION x gro.o x 960.0 TBC SPOT ELEVATION .96000 .960.0 UTILITY POLE LIGHT POLEC HANDICAP PARKING SPACE I j : \ \ � � �` .� / :t' �,�\ �� f - -� �4 y - / �/ -fir"-,�±, / •\ t t , j LK E _ I RIDGE I LAKE LUCY RIDGE / t ASHLING MEADOWS 2nd ADD 1 r 1 Uwj r r U I u r P / —.�J i I j / / �� li ` I� + Y , - I m I ` I; I cr •JL I li; ASHLING MEADOWS ,I , I ASHLING MEADOWS 2nd ADD 1 _Wetland 2 — .--- ASHLING MEADOWS 2ND 1 ` _ • �' \ Filter#1 ( \ N WL-s?3.0 l \ \ HWL.971§.0 ♦.1 l (21'Sand/3'C=P4t.B971 0) DELLA 'r � � j / �� / 4 ��' C `--�,_•�-__�-fir_ '� / Pond #t NWL-973.0 \ it � Jl / H W L_976.0 \ ® t 5 I i I ® l' GS.I�! IVE DRAWING NAME NO. BY DATE REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS SHEETS SITE 01 MJV 07/29/20 LAYOUT REVISIONS INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I DRAWN BY -p — ®— �- V SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE ERJ — — _ n — — — — — — — _m �m — — SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY LAWS OF THE STATE OF MINNESOTA. — ®— — — — � — = CHECKED BY INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. C--� Z-14 — �.o R — — — — — — — — — �A — ®— — SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE RSM — — ®— — ®— ®— �. — - _- .__ . USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING DATEFROM ILLEGITMATE USE. ROBERTS. MOLSTAD, P.E. 07/08/20 — — — — — — ®— ®®— A -� — — - — Date: 07 0 S1Za Lic. No. -4L(ZS r 41 P1 ! / M �c � t f t f f r, b , , r p ' I 1 � I ti I I Filter 42 NWL-964.0 H,L-967.1 / 1 (2r sandr3 "Pw D9B2 0�, / 1001, Wetland 1 (Preserve) S s URL �� SATHRE-BERGQUIST,INC.- 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000 co 04, CITY PROJECT NO. HANHASSEN MINNESOTA , , , < , , i , , , , , , I , I , I I , , , I , , , , , , , , , , , , , , , , , , I I I I I I I I I I I I I I I I I 1 I I I I I I I I 1 I I I I I , < , , LAKE LUCY Ordinary High Water Level=956.1 (NGVD 29) per the Minnesota Department of Natural Resources I I I 1 t i 1 I' I II I , I LOCATION MAP 4 a f'S C�-t 9 1 Q S y� °A- 1 Aq R�LCY r �+ � Hcarriso ri c/ EHA RIS gN LQke L A 2 SITE L a HILL CT. .r�tl� Y ' {aUNppFLiNT i" REIT FDIC 4T• S• y { CX�`{ Q cc]CIR. R� GAcc c� ` I]R C jp. P- MA €IC WAY �M HILL Uj JJ Ip UF v � ER ST. C3 4T y TR. �' ��,�NUT CU V I A CLOVM r C IR,LE log BANEBERRY yf AY. E. gEg RRY �' CHS D cY WAY B9 UE SAGE L A. } J RATE » rG 69. I 41�• I' SHEET INDEX TABLE PREPARED FOR SHEET Description 01 Title Sheet 02-04 Street Plan 05-07 Sewer and Water Plan 08-12 Storm Sewer Plan 13-15 Grading Plan 16 Erosion Control Plan 17-23 Construction Details PREPARED BY PREPARED FOR ENGINEER DEVELOPER SATHRE-BERGQUIST, INC. 150 SOUTH BROADWAY 10850 OLD COUNTY RD 15 SUITE 200 WAYZATA, MINNESOTA 55391 PLYMOUTH, MN 55441 PHONE:(952) 476-6000 PHONE:(952) 476-0104 PHONE: (952) 270-4473 CONTACT: ROBERT MOLSTAD, P.E. CRAIG@GONYEACOMPANY.COM EMAIL: MOLSTAD@SATHRE.COM Zoning: The Park Zoning Standards: (Ordinance #640) Minimum Lot Area: 15,000 sf Minimum Lot Width: 90 ft Minimum Lot Depth: 125 ft Maximum Lot Coverage: 5,500 sf Fysb: 20 feet (25 ft w/sidewalk) Corner sb: 20 ft Sysb: 7.5 ft Rysb: 25 ft Bluffs sb: 30 ft, 20' Impact Zone Wetland Buffer sb: 20 ft d 60' Row - 31' B -B Streets( ' R cds) TITLE SHEET THE BLUFFS AT LAKE LUCY CHAN THREE DEVELOPMENT, INC. FILE NO. 3120-079 1 � 23 k 1 ZZ Z O� C7 LL W Z J W W W ce U) m a H W 0 Z }- JdQ Z ¢ 1:0 W 0 0 X Z U Q >- - W Q LL J < 0 ca 0 O XOF-W Cr U W O Q O X W Z J Q ZQ=<C X V' Z W Y _�_ 0= O U)W3:O W Z Z D Q U <2_O Ir �^ Z V Z W /rW W Z W c G Q 2 2 J JO H Q JU D W=W WCC cr 0Q�- O m 0 W ,� U Z W J J U) Z -1 0 0 Xof= ZZ WU:)Q<C DRAWING NAME SHEETS UTILITIES DRAWN BY ERJ CHECKED BY RSM DATE 07/08/20 ......... \fi \ vl / L KELUCY r_ RIDGE \ I _ LAKE LUCY RIDGE ! r � N 1 1 E -A I' ASHUNG MEADOWS 2nd ADD ! i f j E \\ d( L j/ It 6 101 3% t I _ iii ff TOpAZD f r HYDRANTS SHALT_ BE CLOW MEDALLION (SHOWN OR MUELLER SUPER CENT IRION ALL HYDRANTS MUST DE PRE -APPROVED BY - (-`TY L 1 CUBIC YARD OF i -GATE VALVE 1 112- CLEAR ROCK \ WITH ADAPTER AND 2 LAYERS OF POLYETHYLENE (4 MIL.) $"x5`1116' SOLID NOTES: CONCRE E SLOCK(S) 1. ALL HYDRANTS SHALL HAVE WEEP HOLES. '. HYDRANT BURY DEPTH SHALL BE A_ PER MANUFACTURES A T RE � R C��dME NDAT'ON W} A MINIMUM OF 7{ COVER HYDRANTL- AD. rg T E To PERIOD R .0 ^4 n WARRANTY HAI �J T1Y0 YEA. ft N � �.� 3, ALL PAINTED SURFACE_ SHA; 3E SUB,,£ -v; L ., AS NOTED IN SECTION z.49 ih THEWR �L+t4A-N SPECIFICATIONS, 4. HYDRANT INSTALLATION SHALL INCLUDE A HYDRANT MARKER - 5. ALL .JOINTS SHALL BE RESTRAINED ':IIA MEGA -LUGS MECHANICAL JOINT RESTRAINT 6. ALL HYDRANT TO BE PLUMB TO VERTICAL AXIS, MA-XIMUM ALLOWABLE TO BE 1/2" PER FOOT OF HYDRANT. 7. HYDRANT TO sE sEvuR_.Y COVERED W PLASTIC WTAa;2 BAG TO • ND1CATf rH.. T .T IS OUT O< SERVICE. 8. HYDRANT SHOE ANC BARREL SHALL BE PLASTIC WRAPPED PER SPECIFICATION 2.03A I VpICAl HYDRANT INSTALLATION D: -,a 'PLATE NO.: ENGINEERING DtPAR1Eti1 .., � NO. THE HYDRANT MARKER SHALL BE A / SPRING MOLINTED STAINLESS STEEL OR DATE i� ALUMINUM. ROD 5 IN OVERALL LENGTH, REVISIONS j FOR SIDE MOUNT APPUCATION. USING RED MJV I 6c VhuTE REE-LfCTIVF' TAPE WRAPPING.INSTALL ;ARGNET:ZfD EXISTING OR FUTURE -� TRACER BOX (SNAKE j''j 1 CURB OR GUTTER LINE PIT) GROUNDING ANODE HYDRANT AND TRACER WIRING AS NEEDED PER DETAILS VALVE BOX !/ SIR£`.' 5500,5501,5502,5505 -, / L 1 CUBIC YARD OF i -GATE VALVE 1 112- CLEAR ROCK \ WITH ADAPTER AND 2 LAYERS OF POLYETHYLENE (4 MIL.) $"x5`1116' SOLID NOTES: CONCRE E SLOCK(S) 1. ALL HYDRANTS SHALL HAVE WEEP HOLES. '. HYDRANT BURY DEPTH SHALL BE A_ PER MANUFACTURES A T RE � R C��dME NDAT'ON W} A MINIMUM OF 7{ COVER HYDRANTL- AD. rg T E To PERIOD R .0 ^4 n WARRANTY HAI �J T1Y0 YEA. ft N � �.� 3, ALL PAINTED SURFACE_ SHA; 3E SUB,,£ -v; L ., AS NOTED IN SECTION z.49 ih THEWR �L+t4A-N SPECIFICATIONS, 4. HYDRANT INSTALLATION SHALL INCLUDE A HYDRANT MARKER - 5. ALL .JOINTS SHALL BE RESTRAINED ':IIA MEGA -LUGS MECHANICAL JOINT RESTRAINT 6. ALL HYDRANT TO BE PLUMB TO VERTICAL AXIS, MA-XIMUM ALLOWABLE TO BE 1/2" PER FOOT OF HYDRANT. 7. HYDRANT TO sE sEvuR_.Y COVERED W PLASTIC WTAa;2 BAG TO • ND1CATf rH.. T .T IS OUT O< SERVICE. 8. HYDRANT SHOE ANC BARREL SHALL BE PLASTIC WRAPPED PER SPECIFICATION 2.03A I VpICAl HYDRANT INSTALLATION D: -,a 'PLATE NO.: ENGINEERING DtPAR1Eti1 .., � NO. 1'a MIN i,,..--4 to 6 DATE % REVISIONS 07 MJV 07/29/20 COMPONENT NUMBERS: LAYOUT REVISIONS RAISED FLUSH HYDRANT SHOE AND 1; I i 3' I' 1642 BARREL SHALL BE I � Sq. in. � \--Water PLASTIC WRAPPED z E AS REOU REO i 10' TYPICAL PER SECTION 2.03A do BLOCKED To ',RGIN SOILS I - ORM MAN 5 T 5634 HOLES % P 0 1 # the t .. waterrrl In specifications. I n .. o a s _ ata s. n E n y ANODE BAG ; 5640 - WATER MANHOLES CI TY WILL FURNISH i OMEN W ATER ANODE BAG,STRAP AND STAINLESS s; { TEE STEEL BAND TO t.% T T R N BOL 5 NO REQUIRED UNLESS CALLED IXJT IN BE INSTALLED BY { 3r 8 " CONTRACTOR ( 6' C-900 6" C -90C rl 2t W11 TH OU T ADDITIONAL E E COMPENSATION_ j �. -E j MATERIALS: 6. LID -CAST GRAY IRON, ASTM A-48 CLASS 358 L 1 CUBIC YARD OF i -GATE VALVE 1 112- CLEAR ROCK \ WITH ADAPTER AND 2 LAYERS OF POLYETHYLENE (4 MIL.) $"x5`1116' SOLID NOTES: CONCRE E SLOCK(S) 1. ALL HYDRANTS SHALL HAVE WEEP HOLES. '. HYDRANT BURY DEPTH SHALL BE A_ PER MANUFACTURES A T RE � R C��dME NDAT'ON W} A MINIMUM OF 7{ COVER HYDRANTL- AD. rg T E To PERIOD R .0 ^4 n WARRANTY HAI �J T1Y0 YEA. ft N � �.� 3, ALL PAINTED SURFACE_ SHA; 3E SUB,,£ -v; L ., AS NOTED IN SECTION z.49 ih THEWR �L+t4A-N SPECIFICATIONS, 4. HYDRANT INSTALLATION SHALL INCLUDE A HYDRANT MARKER - 5. ALL .JOINTS SHALL BE RESTRAINED ':IIA MEGA -LUGS MECHANICAL JOINT RESTRAINT 6. ALL HYDRANT TO BE PLUMB TO VERTICAL AXIS, MA-XIMUM ALLOWABLE TO BE 1/2" PER FOOT OF HYDRANT. 7. HYDRANT TO sE sEvuR_.Y COVERED W PLASTIC WTAa;2 BAG TO • ND1CATf rH.. T .T IS OUT O< SERVICE. 8. HYDRANT SHOE ANC BARREL SHALL BE PLASTIC WRAPPED PER SPECIFICATION 2.03A I VpICAl HYDRANT INSTALLATION D: -,a 'PLATE NO.: ENGINEERING DtPAR1Eti1 .., � NO. BY DATE - 6' Metal fence post j Variab'<.e REVISIONS 07 MJV 07/29/20 COMPONENT NUMBERS: LAYOUT REVISIONS Add mastic between frame Manhole casting, lid and adjusting and rings- \ rings (see plates 2110 & 2111) Provide I&I barrier on all sanitary sewer monho#e(see plate 2109) 6" Concrete collo •All joints in manhole to have 'o"ring rubber gaskets and infi-shield external seals at I barrel and cone section joints on sanitary /-applications or approved equal. A maximum of 2 short manhole risers to be used directly 4'-0' J, below cone section o Pipe shah be cut out flush 5" • with inside face of wail. -Ko-n-seai required. �. J Precast inverts must be 1/2 of C 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: i. Kar n seal manhole or considered acceptable alternate. 2. All dog houses shall be grouted on inside and outside_ 3. When the manhole structure is constructed outside the i H #I roadway with t and n M shall be traveled oad a s witness s a sign ( ) Y po next to the manhole_ installed e f f height 'n rings,maximum of 3 adjusting rings o a iotas o 8 o stock 4 Minimum of 2-2 adjusting u N 9 9 9h for new construction- 5. onstruction N 9 5. No steps shall be installed in manholes. aftfirSTANDARD ��++ SANITARY lrl>�l MANHOLE REVISED. 11-19 1ENGINEERING DEPARTMENT PLATE NO.: FILE NAME: G: ENG SPECS 2101 1 1 2101-- 1®1 2' LETTERS RAISED FLUSH MACH. GROOVE IN UD OE RESISTANT T -CASK NIIRLE. (50 DURO) T-SEAL/CONCEALED PICKHOLE DETAIL GASKETED UDS USED FOR SANITARY AND WATER MANHOLES "ITERS LUSH RCH" CUSTOM LOGO RAISED FLUSH ,ONCEALED 'ICKHOLE 'ER NF 1415 C PL VARIABLE D&U EASEMENT ! VARIABLE SERVICE MARKERS SHALL BE i METAL TEE POSTS INSTAL ! FROM INVERT TO 3' ABOVE g FINISH GRADE TOP 6" PAINTED GREEN.(SEE NOTE #2 BELOW) i 0 T t OVERLAP ON TEE POSTS---'t.,.-- Zc, c WYE PLUGGED END I 1 �E v > /,-45 DEGREE BEND °;x V, if : J -------- 6" PVC SDR -<-26 PIPE MIN. SLOPE 11/4" PER FOOT /'2 PIPE DIAMETER PAIN. l \-SAN:TARY SEWER GRAVITY MAIN ,vOTES: 1. SOLVENT WELD ALL JOINTS. (NON GASKETED) Wi SANITARY SEWER SERVICE iS NOT ACCOMPANIED BY A WATER SERVICE IN THE SAME TRENCH, 'INSTALL A HEAVY METAL TEE POSTS FROM INVERT TO 3' ABOVE FAhE HFD GRADE AND PAINT TOP 6 OF POST Ft .3QRE CCN T GREEN PAINT. T.: � 3 CuEANO3T REQUIRED ON PRIVATE :R�R' Y- IF DISTANCE FROM MAIN re v HOUSE EXCEEDS 90 FEET - 4. ., a. ALL PEPE SHAD BE BEDDED ON GRANULAR BEDDING (3149.2-F) OR COURSE FILTER AGGREGATE 0149.2-H)- 5. INSTALLTRACER 'WIRE SYSTEM M PEA SFSv_ DETAIL LATE 5507- 5. 5. NHEN A SIDEWALK OR TRAIL :S PRESENT IN THE BLVD. THE SERVICE MAY BE EXTENDED INTO THE D&U EASEMENT WITH THE CITY ENGINEERS APPROVAL. EMIR TYPICAL SANITARY iii/ V SEWER SERVICE LESS THAN 16' DEEP) - _ : MSEC. 11-19 PLATE NO.: _ ENGINEERiNG DEPARTMENT X00 NAME: \;E Nr \5''Eu3'''.20' 1 USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY LAWS OF THE STATE OF MINNESOTA. INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING FROM ILLEGITMATE USE. ROBERTS. MOLSTAD, P.E. Date: O 7/ O 8 ,/Z-6 Lic. No. I 1. ALL SANITARY SEWER ,'SERVICES CONNECTED TO C900 MAIN SHALL UTILIZE AN 8"6--C900E, 'AIC900 RiSER PIPE, C960 BEND, TRANSITION GASKET AND A�W6Ft 6 LATERAL To' -THE STUB. 2. ALL SANITARY SEWER SERVICES SHALL BE SCH 40 FROM THE MAIN TO THE STUB, EXCEPT AS LI Q i OUTLINED ABOVE. S vc- V�,- 5 ,l{'7s,.fV � � �� f' 3. WATERMAIN SERVICES SHALL BE 1.0" ID PE/HDPE PIPE. L 4> ALL DIP FOR SANITARY SEWER LINES -SHALL BE POLY -WRAPPED AND ALL BOLTS USED SHALL BE STAINLESS STEEL. 5. REFER TO DETAIL SHEETS TO SEE STRUCTURE DETAILS. 6. ALL HYDRANT BENCHMARKS ARE TOP NUT OF HYDRANT., -b 7. WYE LOCATIONS TO BE SUPPLIED & VERIFIED BY CONTRACTORS. WYE STATIONING IS CALCULATED FROM THE DOWN STREAM MANHOLES. �' f 8. ALL TIES AND DISTANCES ARE TO THE CENTER OF SURFACE STRUCTURES. $,00 9. ALL HYDRANTS AND HYDRANT GATE VALVES ARE RETAINED AND TIED BACK TO THE � WATERMAIN TEE BY MEANS OF APPROVED MEGALUGS UNLESS OTHERWISE NOTED. 10. ALL SEWER SERVICES ARE LOCATED 3 FEET DOWNSTREAM OF WATER SERVICES IF SEWER C AND WATER ARE IN THE SAME TRENCH.ool - �, ` ALL SEWER AND WATER SERVICES ARE EXTENDED O D HE PROPERTY LINE UNLESS OTHERWISE NOTED. 12. ALL VALVES ON THE WATERMAIN FOR THIS PROJECT SHALL BE GATE VALVES. NO BUTTER_F�Y iA VALVES SHALL BE USED ON THE WATERMAIN FOR THIS PROJECT.*--�2-'� 13. THE CITY OF CHANHASSEN CURRENT" S" SHALL GOVERN WITH THE EXCEPETION OF THE SANITARY SEWER AND WATERMAIN SERVICES 14. INSTALL HYDRANTS 5' BEHIND CURB (TYPICAL). 9�t ,11+6 , ./&V ur, 15. POLY WRAP ALL HYDRANT BARRELS l 16. BAG ALL HYDRANTS UNTIL THEY ARE TESTED AND PUT IN SERVICE. 17. ALL 4A2" WATERMAIN SHALL BE PVC C900 AT-ER4I�AII4-S# TALL BE - 18. MECHANICAL BALLS SHALL BE INSTALLED IN SANITARY SEWER AT CONNECTION POINTS FOLLOWING INSTALLATION OF PIPE TO PROTECT EXISTING LINES FROM DEBRIS, & SEDIMENT INFILTRATION. BALLS SHALL REMAIN UNTIL LINES ARE TELEVISED &ACCEPTED BY THE CITY. A -t- -( Cr 19. THE CONTRACTOR SHALL CONTACT THE SEWER & WATER DIViSI011 LEAST 48 HOURS PRIOR TO ANY PUBLIC SEWER/WATERMAIN CONNECTION. 4('5-2, -- `Z2T - 13�`� 20. ACTIVITIES MUST BE CONDUCTED SO AS TO MINIMIZE THE POTENTIAL TRANSFER OF AQUATIC INVASIVE SPEACIES (E.G., ZEBRA MUSSELS, EURASIAN WATERMILFOIL, ETC.) TO THE MAXIMUM EXTENT POSSIBLE. Street PL -1116' 1 1/2- LETTERS �.� I Easement Valr:amore - 6' Metal fence post j Variab'<.e RAISED FLUSH FONT 'BIRCH" Tap 6" pointed blue. ti CUSTOM LOGO COMPONENT NUMBERS: RAISED FLUSH ALL FRAMES ARE: 1" €D PE; HDPE or ; ! ! PEX Pipe ZOO PSE rating i 1642 CONCEALED CHANHASSEN LOGO UD NUMBERS: Sq. in. � \--Water PICKHOLE 5631 - SANITARY MANHOLES I not plug end of curb step. 2. Add 6" crimped pigtail to curb stop. 3. The service r e e betweer the ra1n shutoff corp. and curb box cra;It; be one PER NF 1015 - ORM MAN 5 T 5634 HOLES % P 0 1 # the t .. waterrrl In specifications. I n .. o a s _ ata s. n 6. Saddles shatDe Smith Bi 3 7 2oraN pr ed equal ua1 us per section ir 371approved 2 ,4 of the wnt rin secif_cra:.ns.. I , 5640 - WATER MANHOLES l�iYTYPICAL ur OMEN W ATER 4' s NOTE: ENGINEEF?ItIG DEPARTMENT (1 H t.% T T R N BOL 5 NO REQUIRED UNLESS CALLED IXJT IN SPECIAL CONDITIONS. 3r 8 " 2 DIMENSIONS ARE � ENGLISH MEASUREMENTS 3. CASTINGS MEET HS 25 REQUIREMENTS rl 2t 4MANUFACTURED TURED IN USA E E 5. QUALIFIES FOR LEEDCREDITS 2' LETTERS �. -E j MATERIALS: 6. LID -CAST GRAY IRON, ASTM A-48 CLASS 358 RAISED FLUSH CONCEALED PiCK"DLE DETAIL 7- FRAME -CAST GRAY IRON, ASTM -A-49 CLASS 40A 8. FINNISH -BARE METAL NO PAINT OR COATINGS. MANHOLE CASTINGS AND LIDS DETAIL REVISED: 12-19 PLATE NO.: ENGINEERING DEPARTMENT 2111 FILE NAME: G: ENG SPECS 211 f C PL VARIABLE D&U EASEMENT ! VARIABLE SERVICE MARKERS SHALL BE i METAL TEE POSTS INSTAL ! FROM INVERT TO 3' ABOVE g FINISH GRADE TOP 6" PAINTED GREEN.(SEE NOTE #2 BELOW) i 0 T t OVERLAP ON TEE POSTS---'t.,.-- Zc, c WYE PLUGGED END I 1 �E v > /,-45 DEGREE BEND °;x V, if : J -------- 6" PVC SDR -<-26 PIPE MIN. SLOPE 11/4" PER FOOT /'2 PIPE DIAMETER PAIN. l \-SAN:TARY SEWER GRAVITY MAIN ,vOTES: 1. SOLVENT WELD ALL JOINTS. (NON GASKETED) Wi SANITARY SEWER SERVICE iS NOT ACCOMPANIED BY A WATER SERVICE IN THE SAME TRENCH, 'INSTALL A HEAVY METAL TEE POSTS FROM INVERT TO 3' ABOVE FAhE HFD GRADE AND PAINT TOP 6 OF POST Ft .3QRE CCN T GREEN PAINT. T.: � 3 CuEANO3T REQUIRED ON PRIVATE :R�R' Y- IF DISTANCE FROM MAIN re v HOUSE EXCEEDS 90 FEET - 4. ., a. ALL PEPE SHAD BE BEDDED ON GRANULAR BEDDING (3149.2-F) OR COURSE FILTER AGGREGATE 0149.2-H)- 5. INSTALLTRACER 'WIRE SYSTEM M PEA SFSv_ DETAIL LATE 5507- 5. 5. NHEN A SIDEWALK OR TRAIL :S PRESENT IN THE BLVD. THE SERVICE MAY BE EXTENDED INTO THE D&U EASEMENT WITH THE CITY ENGINEERS APPROVAL. EMIR TYPICAL SANITARY iii/ V SEWER SERVICE LESS THAN 16' DEEP) - _ : MSEC. 11-19 PLATE NO.: _ ENGINEERiNG DEPARTMENT X00 NAME: \;E Nr \5''Eu3'''.20' 1 USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY LAWS OF THE STATE OF MINNESOTA. INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING FROM ILLEGITMATE USE. ROBERTS. MOLSTAD, P.E. Date: O 7/ O 8 ,/Z-6 Lic. No. I 1. ALL SANITARY SEWER ,'SERVICES CONNECTED TO C900 MAIN SHALL UTILIZE AN 8"6--C900E, 'AIC900 RiSER PIPE, C960 BEND, TRANSITION GASKET AND A�W6Ft 6 LATERAL To' -THE STUB. 2. ALL SANITARY SEWER SERVICES SHALL BE SCH 40 FROM THE MAIN TO THE STUB, EXCEPT AS LI Q i OUTLINED ABOVE. S vc- V�,- 5 ,l{'7s,.fV � � �� f' 3. WATERMAIN SERVICES SHALL BE 1.0" ID PE/HDPE PIPE. L 4> ALL DIP FOR SANITARY SEWER LINES -SHALL BE POLY -WRAPPED AND ALL BOLTS USED SHALL BE STAINLESS STEEL. 5. REFER TO DETAIL SHEETS TO SEE STRUCTURE DETAILS. 6. ALL HYDRANT BENCHMARKS ARE TOP NUT OF HYDRANT., -b 7. WYE LOCATIONS TO BE SUPPLIED & VERIFIED BY CONTRACTORS. WYE STATIONING IS CALCULATED FROM THE DOWN STREAM MANHOLES. �' f 8. ALL TIES AND DISTANCES ARE TO THE CENTER OF SURFACE STRUCTURES. $,00 9. ALL HYDRANTS AND HYDRANT GATE VALVES ARE RETAINED AND TIED BACK TO THE � WATERMAIN TEE BY MEANS OF APPROVED MEGALUGS UNLESS OTHERWISE NOTED. 10. ALL SEWER SERVICES ARE LOCATED 3 FEET DOWNSTREAM OF WATER SERVICES IF SEWER C AND WATER ARE IN THE SAME TRENCH.ool - �, ` ALL SEWER AND WATER SERVICES ARE EXTENDED O D HE PROPERTY LINE UNLESS OTHERWISE NOTED. 12. ALL VALVES ON THE WATERMAIN FOR THIS PROJECT SHALL BE GATE VALVES. NO BUTTER_F�Y iA VALVES SHALL BE USED ON THE WATERMAIN FOR THIS PROJECT.*--�2-'� 13. THE CITY OF CHANHASSEN CURRENT" S" SHALL GOVERN WITH THE EXCEPETION OF THE SANITARY SEWER AND WATERMAIN SERVICES 14. INSTALL HYDRANTS 5' BEHIND CURB (TYPICAL). 9�t ,11+6 , ./&V ur, 15. POLY WRAP ALL HYDRANT BARRELS l 16. BAG ALL HYDRANTS UNTIL THEY ARE TESTED AND PUT IN SERVICE. 17. ALL 4A2" WATERMAIN SHALL BE PVC C900 AT-ER4I�AII4-S# TALL BE - 18. MECHANICAL BALLS SHALL BE INSTALLED IN SANITARY SEWER AT CONNECTION POINTS FOLLOWING INSTALLATION OF PIPE TO PROTECT EXISTING LINES FROM DEBRIS, & SEDIMENT INFILTRATION. BALLS SHALL REMAIN UNTIL LINES ARE TELEVISED &ACCEPTED BY THE CITY. A -t- -( Cr 19. THE CONTRACTOR SHALL CONTACT THE SEWER & WATER DIViSI011 LEAST 48 HOURS PRIOR TO ANY PUBLIC SEWER/WATERMAIN CONNECTION. 4('5-2, -- `Z2T - 13�`� 20. ACTIVITIES MUST BE CONDUCTED SO AS TO MINIMIZE THE POTENTIAL TRANSFER OF AQUATIC INVASIVE SPEACIES (E.G., ZEBRA MUSSELS, EURASIAN WATERMILFOIL, ETC.) TO THE MAXIMUM EXTENT POSSIBLE. Street PL D&U �.� I Easement Valr:amore - 6' Metal fence post j Variab'<.e denoting curb box, l Tap 6" pointed blue. ti Curb box with 1 1(4" standpipe and stationary rod li Z Water Service 1" €D PE; HDPE or ; ! ! PEX Pipe ZOO PSE rating i "X?" Corporation Cock \ f Concrete brick support-7-� min. size 3" thick do 32 i Sq. in. � \--Water Main Do I not plug end of curb step. 2. Add 6" crimped pigtail to curb stop. 3. The service r e e betweer the ra1n shutoff corp. and curb box cra;It; be one continuous saenlees piece of pipe, e couplersers will , e permitted 4. Corporation cock to be of the quick compression type as stated in section % P 0 1 # the t .. waterrrl In specifications. I n .. o a s _ ata s. 5. Ali' taps require use of stainless steel saddles on all mains. 6. Saddles shatDe Smith Bi 3 7 2oraN pr ed equal ua1 us per section ir 371approved 2 ,4 of the wnt rin secif_cra:.ns.. I , 7. Irstall Tracer Wire System as per Detail Plate 5505. l�iYTYPICAL ur OMEN W ATER SF" Vi CE �r 12 -19 ENGINEEF?ItIG DEPARTMENT PLATE NO.: SATHRE-BERGQUIST, INC. 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000 CITY PROJECT NO. HANHASSEN MINNESOTA R SEWER AND WATERMAIN PLAN THE BLUFFS AT LAKE LUCY 100 200 25d a 0 SCALE IN FEET FILE NO. 3120.079 5 / 23 fo-, co o 0 s'. -' WR_ i "Y=cbkd Y:J':rIq ,<,.._ - t ( c � s O / �- �( �! h x (1005-g)) 0 /i x r Filte #1 r i �F 9� 0;. (coos 3) : t o x (( co �-' N WL -93.0 �, ,� ,,-�� oos.$)) GF 1 x.✓ awry, - - - .rt d a a 1�.8 HWL-97 -0 _ . (21" .S. afidl'3" Cotrtpot-8971.1)) / '., _ 22.5 3fi BF 998.6 BF 1004 ,1 £' q r ►--, P y DRIvE FB F8 0192 *TF 1007.3 BF 10Q1.1 1012.8 -F g 1cpP o, t cp co P � ; 1006 ; r o �. e TF 1009.80o J .. GF 1 t 1,%NJ `-`O P tJ e �t ^ > J {W J' nv-69. P o .. 4 - ! . f F .5 � � : � ,� � - .. � � oma. ` �p � � o s` �jA 1 / i 9 _ j ) Pond # �f(J , , :,M..�� a , / _..._ GF 992.5 _p ✓ � ° �-1 --_ ,�� ❑ NWL 973.0 a ,.< 2.8 i �° 5.0 o � TF 99 9 HWL-976.0 9s S t y _ r - 18 / :='� o sr IF 9gp. BF 984.1 GF 99 = P ! o c / a r... gas. O 8F 986.6 TF 997 _ w0 :� P --"'•I. <y ti _ F wo 22.5 100Q F / BF 9 TF _t =snk_ w o - (983.4) 88. 1 �J` Q - to 101 _ ,r° / r +� G - 0 4i x u (985.9)e 'A, o 4 - GF i '. X ((W2.9)) x y s ,, GF1003 a'CF9 �p91 X �.- rVO o+5z 0 °° ioii.i 4 r Q t ((985 4)) X BF gg 99 52 TF 3 1002 9 r, 2 003 3 n qSp all tr (984 9) 1 <7 _t r f X (t x }GF 1 O • _!4/01006 5 ex: _ / - s8� , 4- _ f .4}) x r F 994 TF10068 -._...:. ` _ _ �q 121 ,, `.•A �' x (991.4) 6 1 QQg 8 i 23 } d Y o { .s G B F � . 91g. \ 4_ x (993.9) �.o TF 10 <C O �. _ ((993.4)) x f , moo w '° i .3 (99% G7F� O O x 1 1 µ 4) 1.6 { s��v GF 1011.0 ^. F (f. s.nr✓:N' ^aa,,. Jnr .. .. (fY©Oji.. -3'17` + / \ (((996.9))x r,v- .jam ✓" / ' ,,,.., /' � TT " °'^, ';;,, 1 rotes•=C_.1_ � P i � _ �� r:, � ..� �'TF 1 Q 1 ^ooh�1 �.3 Vis, m . _... j 22 _ ,wo ////y �.:.� s ` :.r'' ♦ _ < __., -.' i a'� _ - - _ (1000 ) - , � - - ' :. .s BF 100 F .-� ((1000.4}) x y.. v] (001.9) �0CDp _ x a 3 901 � 1001.4)1 �ott� �._ ..�! ate`• - y < V-7 RAW WATER LINE - 15" HDPE / TOP OF PIPE: 985.4 (BTM 984) Wetland 1 aJ` V' a , C) �: iom.o was � � -� � � (Preserve) Bluff a ?LA ' MH 2 MH 1 e_ STA:2+21.8 STA: +02.7 4 , . � Q FG RIM:985.9 990 990 RIM.980-6 BLD: 15.4 i �, W ell BLD: 27.6 " V MH 60.0" DIAMETER V STA:0+84.0 RIM:984.7 BLD: 35.9 EG 980 980 c' u& � _ '�O R INSIDE DROP 16.5 LF 50 25 0 25 50 100 970 '' 970 - ��-�''�r- " PV S R 00 � 107.3 LF@ rn rn __ - -- SCALE IN FEET 8" C900 PVC z z 20.0 LF@0.79% Go 00 1020 960 �'` 960 MH 7 1020 8 C900 PVC STA:14+00.4 " Y � RIM:1009.6 30.0 LF @ 3.33% �l �" t ge BLD: 12.0 co � ..__. HBOE:1010.0 ii DJ L 1010 950 I 0 r 1010 � U � h � 950 "-_..._ 5�� F HYDRANT o 0 0 EG BEND 22.5° 0 0 MH 6 0 & 11.250 8"x6" ED = f✓ 8 BEND 22.5 v -- o ,, >-` STA:10+51.1 �' �� 8"x8" TEE & 11.25° T-1001.6 T-1002.0 N 5; - ,. Z z z RIM: $ T-999.7 T-1001.4 1000 940 N co co co 940 n L 3. - ' 7.5' DEPTH 1000 -1+00 0+00 1+00 2+00 3+00 15 STRM X IIS .. EG MH 5 130T-994.5- STA:7+71.2 90d puC WM CD CNCT TO MH 4 RIM:990.7 HBOE:993.5 �'� C cD EXISTING cD MH 2 STA:6+30.2 FG BLD: 13.0 HYDRANT _CD 20"x8' POLY -CAM STA:2+21.8 MH 3 RIM:987.6 - 15" STRM X-ING 6" VALVE - __-._ �-�`` �� " 8 WM $ pVC SDR 35o Z _. X9.6 �F 990 990 T I/GV MJ ADAPTOR RIM:985.9 STA:5+01.1 BLD: 13.0 " 22.5° BEND BOT -986.0 -8"x6" TEE T-992.2 3 26 T-985.7 T-982.0 8" 45° BEND BLD: 15.4 FG RIM:983.8 15" STRM X-ING Trv-982.3 - y�� _F T-985.2 $a, Cg00 PVC T-980.9 E BLD: 12.0 -8" 22.50 BEND BOT -983.4 s_- 8"WM " °E �2' - . T-98�- T-981.0 EXISTING UTILITIES SHOWN ARE SHOWN IN AN APPROXIMATE WAY t, POLY -CAM MwLmum HYDRANT = 8'�WM a N ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF 27" STRM X-ING 7.5' DEPTH _ -,----'m VC SDFt35� MJ ADAPTOR 8" 7s' DEPTH INV -972.6 6" VALVE `-� - T-978.1 279 � @ 2.971- co co ANY AND ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE 980 980 T-985.5 C900 -� ;,�� 8"xfi" TEE _ o o AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES Pv M C�BMH 19 ST68. L,8"WM 5;5; ARISING OUT OF HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY BOT -968.6.. -- �_�, T-974.4 8"WM T-974.1 8- PVC SDR 350 0 w co AND ALL EXISTING UTILITIES. 4 G 140.5 LF @ 2,14 /o T-982.8 8- PVC SDR 35 cq r*-: a) a) -- o DIRECTIO L DRILL UNDER $- Pvc sD 1286 F @ 2-�0� � z z >> - 970 GALPIN LVD. (CR 117) 10" 8- PVC DR o 0 279.1 LF @ 43 $" 11.25° BEND > > 00 00 970 107.3 LF -79% HD DR11 WM - 90 L.F. o 0 0 o T-976-2 z z = = -� � � 27" STRM X-ING 8"WM � rn o o 5;5; TOP -968.4 T-967.1 rn o WM LOWERING z z LOWER WM �� 4 - 45 BENDS co co l C6'j 960 960 -1+00 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 14+50 DRAWING NAME NO. BY DATE REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS CITY PROJECT NO. FILE NO. SHEETS UTILITIES 01 MJV 07/29/20 LAYOUT REVISIONS INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I ��RS s�R� SEWER AND WATERMAIN PLAN - - - - - AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE ��' DRAWN BY SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT t `�� 3120-079 ERJ SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY LAWS OF THE STATE OF MINNESOTA. 0u /E SATHRE-BERGQUIST,INC.I INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. THE BLUFFS AT LAKE L U CY 6 CHECKED BY I I - - SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE i s- /�� w 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000 RSM I USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING `v MINNESOTA ROBERTS. MOLSTAD, P.E. -L �-�8 c�FRs P DATE _ .__ . � � �_ _ - - _� FROM ILLEGITMATE USE. / Date: O -7 O 8 Z-� Lic. No. �° 07/08/20 � � � -� _ ew') X co i 11980 Inv -03.5 In�,.; p`L v-05.0. Inv 6.5 In 42 \ 9 6 -- _ Ir,.S.o r c !.- \ \ 6F O x ((1005.8)) 3 X ([1011.3)) 4 0\ x 9g03 11�L-J (1006.3) x r r In 07.0 (1011.8) 08.3 ) ��Filter #1\GF 9g0_ � � x (OOW3)) x Co e� \ (1008.8) V - Inv -70.5 \ NWL-93.0 Q3s.� Inv -70.0 \ HWL-979.0 \ tis r� ��^ �E 36 BF 998.6 F 1Q04.1 B _ A D m Fg �B r / \ (21"Sandia" Compas�t-B971.0) co to f LL R/ E - / Inv -71 < r e ca 1 �� ( co f{ e �- ! r~~ *TF ?QQ7.3 8F 1001.1 ATF 1012.8 GF 1006.0 FB GF 1011.5 °o / \ ✓ `09.8 -yam: �`� 1 F 10 ��°° "T CO �y / t ��O -� .. r � cn w __ �; - x j O 1 nv-69. \ Inv-71.2�/ ` r. ` NVIS o �� (%� { co 1 �' GF 992.5 Pond #1, / v - TF 992.8 GF 995 0 ,-� `--�_ � o "- -. ttiV:l000 4 - F - NWL-973.0 _ d / \ .� .-,., cO�, �- � p TF ggvr 3 � HWL-976.0 / Jo � - g9 / ( al- _ / G� 9g0 BF 984.1 wo GF g97,p'` Install 6" plastic Ll $! / / O BF 986.6 TF 997.3 y --- j -� +. ,9 - - as j C 1010.8 C ! 5' from outlet V) / 1 structure GV to \J! �4 �4 / / ,� �F C.161.6 wO GF 100 < �� 0 loot remain closedBF v W a 7 0.5 �_ y P // unless approved - (983.4) 98$•6 �s F 1QQQ 8 - t o < o o . \� 6(985.9) t c / by watershed � X / �Tl F 9 ��' X ((982.9)) x B� y O FF �003.Q ! {3 �t 1011.1 1002 y 4 3 / `�cp �°a G# �y� 980 91 X ((985.4 x ! 99 1 ►� Inv -69.0 / QO 9 )) 2 1 Q03 3 Oyu^ D 10 1 g50 all x (987.9) GF 41 a `� _9go x �t pro 1006.5 -- 990:1 '/ _..-- --� f gF WA.. ((987.4)) x - BF gg4 6 T F 1 006. $ (' ffi - 1. 6 10 t _ � � (991.4) � s � � ,. S ^�• � YVO 14. Ell S / �� / �__ �9 al r w �_ ((9909 x BF 9g GF 101 0 , o^ - / J / t9 t_ }} 8 1 Q Q o m (983.9) rF 1010 3 "' � �`� f ,� / 4� } ((993 4)) X B Y V O v0 } Q ✓' - ' s 4 aL. x (997.4) 1Q(j1 6 GF � p`, .. O�OQ x 1011.0 ((999.9)) x TF 1011.3 .C..>' � i - (t m ]] 1 1 1 � � tnlO / f x 1000.9) 8 F 1 Q0 ,2. _ w , 000.4)) \ \ �` IWO (1[)01.9 co 00 E/0 ~ cn� �\ �� ` x ((1001.4)) x ,. �m cothack f % - 00 ` 3U IN`.':y 6 { 2. --ma `< r / Wetland (Preserve) Bluff / /(x iom.o wcs _ i 1020 1020 1020 1020 CBMH 36 CB 37 TC: 1005.5 TC: 1004.0 BLD: 6.0' BLD: 4.311 1010 1010 1010 CBMH 34 CBMH 35 DIA: 48.0" DIA: 27.0 1010 _ \EG TC: 999.3 TC: 999.3 BLD: 4.6' BLD: 4.3' EG DIA: 48.0" DIA: 48.0" MH 33 CBMH 33 1000 1000 1000 1000 TC: C 90.8 TC: 990.8 1000 1000 TC: 990.8 FG EG CBMH 32 BLD: 4.6' BLD: 4.3' BLD: 4.6' 53.4'-15"HDPE TC: 988.2 DIA: 48.0"@ 0.37% B 38 CBMH 32 DIA: 48.0" DIA: 2'x3' CBMH 31 BLD: 4.6' 79.8'-15 RCP O o 1, TC: 988.2 TC: 988.2 F TC: 985.2 EG DIA: 48.0 CL.5 @ 5.64% u) u? o -� 29.3'-15"RCP BLD: 4.3' ° 0 CD CD CD rn rn 0 BLD: 4.3� BLD: 4.61 „ F - CL.5 @ 1.03% CD 990 990 DIA: 2 x3 DIA: 48.0 990 990 990 DIA: 48.0 G 990 CBMH 20 1 11 � � z z Z_ FG 274.9 -15 RCP - - z TC: 981.4 CL.5 @ 3.09% rn rn rn rn i0 �0 BLD: 8.2 LO If � r T DIA: 48.0 z z Z z 29.3'-15"RCP ° ' �� _ - 29.3'-15"RCP 113.6 -15 RCP - - - - @ - CL.5 2.29°/a a o o E0 r T Q$Q 9$0 CL.S @ 1.03% CL.5 1.03 0 o O O o „ @ N N N 980 980 N N N uz 980 980 114.0 -15 RCP 00 0o o 6 CL.5 2.37% 0 0 0 coa aoo co (10C.0 o O O o ao ao ao rn ocoo rnrnrn rn »> CO o co o Z Z Z Z rn rn a) rn co co co o rn o) 173.2'-15"RCP co C16 � �� __ ao co 0 10 CL.5@2.19% rnrn rnrn rn ZZ Z > > >> �nin LO 00 �� - - z Z ZZ rr r r OQ 00 In Ln T- - - - - ZZ z T� r 970 � M _- _- _ 970 970 � �, 10 �, 970 970 r r r 970 '� '� �' OOO zz rrr N r N ZZZ N T T 960 960'960 ti�� 960 960 + 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 1+00 0+00 -1+00 -1+00 0+00 1+00 -1+00 0+00 1+00 50 25 0 25 50 100 �O R II M N i SCALE IN FEET REVISIONS INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS CITY PROJECT NO. FILE NO. DRAWING NAME NO. BY DATE USE ( PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I CRs s _ _ INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT �� RAF STORM SEWER PL SHEETS UTILITIES 01 MJV 07/29/2_0 _LA__YO_UT_REVISI_ONS INFORM ) AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE AN 3120-079 DRAWN BY - - - - - ®� ._v - - ® SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT LAWS OF THE STATE OF MINNESOTA. �� SATHRE-BERGQUIST, INC.SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY r`�CHANHASSEN THE BLUFFS AT LAKE L U CY 11 ERJ _ i ®® ®®- - e - _� -� _ - - - INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. CHECKED BY - ® - - ®�_ _ �. - - - E-BERGQUIST INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE co 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952 476- ® ®® - ._ e . - - - SATH R M RSM USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING ROBERTS. MOLSTAD, P.E. ctiFRsgy CHAN THREE DEVELOPMENT. I N C 23 DATE FROM ILLEGITMATE USE. Date. O% 08 -L--O LIc.No. 07/08/20 - a mm_ co A)) Inv -7 -sa 411 21 4 - Inv -71.0 F Inv -03.5 In -05.0 05.0 Inv 6.5 In 0 co 4 Co 9 �P.5 3 x (0011-3)) \ x x ;q13 jo (1006-3) 41i In 07.0 Filter, #1 GF ((1008,3)) (1011.8) co NWL-973.0 x V Inv -70.5 V x Inv -70.0 HWL-97.0 - - - - - - (1008.8)� (21"Sand/3"Compost-13971-0) Co DELLA DRjVfF BF 998.6 BF 1004.1 13 F8 OD co BF 100 1. 1 + Al. r *TF 1007.3 *TF 1012.8 1� I ma GF 1006.0 GF 1011.5 00 (a FE3 Lj *TF loog 8 -0, -NT1 IJ < 5 Inv -71.2 co co < GF 1008. nv-69.�, oil '0 + uu, G)� 0 fs_6 ZP -W-P Pond #1 co nv-71.2 f GF 992.5 �d I I �/ j U, NWL-973.0\TF 992.8 GF 9956 INV 'DOO 4 HWL-976.0 FF 995. G W03 C wo Install Plastic BF 984.1 GF 997-0 1:81 3 GV 5' from outlet V -4, 8F 0 1 F structure GV to V/ Y 986.6 9973 f4tf Wo i7F remain closed t o� / S c5'� `' ` i 'g8� 6 \/ 1010.8 unless approved 1000.5 cco *t 1002 by watershed a (983.4) 988.6 I - I I TF 1000.8 x (985.9) ((982.9)) tp Inv -69.0 GF 1003.0 0-% X woo ((985-4)) X FF 1002 F 992. 1 003.3 (98;�q) 99CLI x & X GF wo '()065 24 ((98;�4)) x V 994.6 1006.8 Q? 10 8 << 2751 (9,q 4) S N �4, 1231 wo ((990.9)) 1k GF 26 99e. 1 91 10100 O AN (993.9) VF 8 10103 (3-,/ /' / '5- k 0+ )) ((993-4 x .0 "A N(9974) V L X 1001.6 GF 1011.0 ((996.9)) x TF 1011.3 /2 AC\1 'esa wo + (1000.9) x BF 1002.6 11N We-_ . ..... . ((1000.4)) lass -Rse Q0 00 ro Ifte I - 0 x g o ((1001.4)1 x colha << 2 vsa lose . %,, Wetland 1 x 1001.0 Wes (Preserve) Bluff 990 r STMH W 990 990 990 r OCS 43 OUTLET STRUCTURE - POND 1 TC: 979.1 STMH 41 TC: 976.1 BLD: 13.1'TC: 979.1 BLD: 5.8' TOP BACK 976.85 IA: 60.0", ^V BLD' 13 1' DIA: 48.07J 0.75' TOP FRONT HWL- 976.0 FES 42 976.1 _QIA:'6Q."0"j 980 18" APRON FGEG 980 980 EG 980 TOP WEIR- 974.5 10 CY CL.3 \/ICYZ- r FES 40 -RIP-RAP EG 27" APRON FG NWL- 973.0 18" -RCP -972.0 14 CY CL.3 DRAINTILE @ RIP -RAP .... 969.0, w/ GV CLOSED UNLESS EG PERMITTED TO A1 970 970 970 970 12.4'-18"RCP- BE OPEN BY WD CL.5 @ 0.80% 0.50' BOTTOM -969.8 L.�; *k.,L, NZe- C:) C) 30.4'-1 8"RCP 187.7'-18"RCP C:) 00 41, CD C) C:) , , CL.5 @ 0.00% CL.5 @ 0.91% r,0 Qo440.5'-27"RCP M 04 C:) CD C.0 I,_Q0 C� C� . P'. r- 0) M M CLA @ 0.57% Coco -r- M M TOP WEIR- 974.5 5. ":; - 960 U? 960 960 0') (M 0D 960- SLOT INV - 974.0 0) z zz CY) > > 6" SLOT C.0 zzz= 0) 0000 NWL-973.0 Z 00 00 r- 7- ,18" RCP Il- 00 cc) OUTLET Z 04 00 18" -RCP CV INLET 950 950 950 950 7+00 6+00 5+00 4+00 3+00 2+00 1+00 0+00 -11+00 -11+00 0+00 1+00 0.50' 50 25 0 2550 100 0 N 0 0 1 0111 SCALE IN FEET DRAWING NAME NO. BY DATE REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS CITY PROJECT NO. FILE NO. SHEETS UTILITIES 01 MJV 07/29/20 LAYOUT REVISIONS INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I 1�tiSTORM SEWER PLAN SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE 3120-079 DRAWN By 0 SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY LAWS OF THE STATE OF MINNESOTA. P ERJ S Uj U) SAT HRE-BERGQUIST, i NC. INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. CHECKED BYW 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6OoO CHANHASSEN, THE BLUFFS AT LAKE LUCY SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE S� co 12 RSM -USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING MINNESOTA DATE FROM ILLEGITMATE USE. ROBERTS. MOLSTAD, P.E. C H A N T H R E F DEVELOPMENT INC. Date: 0 7/0 8 /-z-Lo Lic. No. S 07/08/20 7 23 HOLDDOWN DETAILS E ! R M HS FINISHED GRADE PER O N SS GRADING PLAN ' W T E L GARAGE FLOOR 1U! 15' ( 3.0' BELOW GARAGE FLOOR r BF/WO ELEVATION 2:1 GRND ELEVATION AT WO (XXX.X) CURB REAR PAD ELEVATION! 6.0"BSMT FLR 6% 1 2% 3:1 MAX TOPSOIL I MIN.JAL - \ t r t 1 t f 25 13 12 10t T' I 50' 60' ' 60' PAD/ - UNLESS OTHERWISE NOTED WALKOUT (WO) f !•rl E FINISHED GRADE PER S H GRADING PLAN ON S B GARAGE FLOOR W T EL 3.0' BELOW GARAGE FLOOR / 1 10' I 15' LOOKOUT ELEVATION j f 25.0' J J, GRND ELEVATION AT LO (XXX.X) 1 (J 2:1 REAR PAD ELEVATION CURB 1 l 6.011 4% 1 2% 3.1 MAX MIN. -- - - TOPSOILE:ff-BSIL4T F R /Wetiond 2 aete / ! fa, b�i� � - { 1 r r/moi 25' 7' 18' 10' 50 / 60' O j i 60' PAD (UNLESS OTHERWISE NOTED) i2' LOOKOUT (LO)kD am e E I R M HS FINISHED GRADE PER O N SB GRADING PLAN Its,J W T E L GARAGE FLOOR 10'! 16. 3.5' BELOW GARAGE FLOOR i +/-3:1 I 1 MAX 1 %MIN. CURB 6.011 1' TOPSOIL r 23 BSMT FLR 25' 25' 10' j ,r 50' 60' ENSURE FULL BASEMENT PADS ARE DRAINED 60' PAD (UNLESS OTHERWISE NOTED) FULL BASEMENT (FB) f I f // r I / I%1UNG MEADOWS 2aAD� !/ - It L - _ - / / �!~ SMH j\ Inv=1M .i NOTES: _ 1. GRADE (999.0) BEHIND EACH HOMESITE IS THE LOW r GROUND ELEVATION AND PROPOSED TOP OF TOPSOIL, SUBGRADE SHALL BE DOWN 0.50 FEET. 2. ESTABLISH FINISH GRADE AT ALL 10' FRONT YARD UTILITY EASEMENT LOCATIONS. 3. THESE DETAILS REFERENCE A 9' POURED FOUNDATION WALL, AND A 0.7' DROP FROM REAR TOP FOUNDATION TO GROUND ELEVATION FOR ALL LOO OUTS AND WALKOUTS. IL CONSTRUCTION NOTES 9. DEVELOPER WILL BE RESPONSIBLE FOR TEMPORARY DUST AND EROSION CONTROL UNTIL TURF IS ESTABLISHED. IF YARDS ARE ADJACENT 1. INSTALL SILT FENCE AS SHAWN ON PLAN, AS REQUIRED BY THE CITY OF CHANHASSEN OR DIRECTED BY THE ENGINEER. TO A DITCH SWALE, THEN EROSION CONTROL MUST REMAIN UNTIL ALL ADJACENT PROPERTY HAS TURF ESTABLISHMENT. T TCOMPLETION 2. SAND AND SILT MUST BE REMOVED FROM THE POND AS NECESSARY DURING CONSTRUCTION AND A HE OF 10. RESTORATION -5.5 ACRES THE PROJECT.A. RESTORE ALL DISTURBED AREAS WITH 6" OF TOPSOIL, OR EXISTING ON-SITE ORGANIC MTRL.� B. � SEED POND SLOPES AND DETENTION AREAS WITH MN/DOT 3,10 OR BWSR P8 SEED MIX AT A RATE OF 100 LBS./ACRE AND FERTILIZE WITH 3. BEGIN GRADING. TEMPORARY DRAINAGE PIPE SHALL BE USED FOR INTERMEDIATE DRAINAGE DURING THE CONSTRUCTION 20-0-10 AT 100 LBS./ACRE. JVDq&v ty PERIOD AS NECESSARY AND DIRECTED BY THE ENGINEER. C. SEED ALL OTHER DISTURBED AREAS WITH MNDOT 250 AND FERTILIZE WITH 2O-0-10 AT 100 LBS./ACRE AND BWSR(NATIVE VEGETATION) SEED 4. INSPECT PONDS, SILT FENCE, AND ROCK ENTRANCE BERM AFTER LL RAINFALL EVENTS AS REQUIRED BY THE NPDES PERMIT. MIX FOR WETLANDS AT A RATE OF 100 LBS./ACRE AND DO NOT FERTILIZE. (UNLESS OTHERWISE NOTED) A D. ONLY PHOSPHOROUS FREE FERTILIZER IS TO BE USED ON SITE. /�L� E. MULCH WITH TYPE 1 AT A RATE OF 2 TONS/ACRE AND DISC ANCHOR IMMEDIATELY AFTER PLACEMENT. USE WOODFIBER BLANKET ON ALL 5. STREET SECTION - 2.0" WEAR COURSE ov, '�� SLOPES 3:1 (FT) OR GREATER. F. PLACE APPROVED STORM SEWER INLET PROTECTION IN OR AROUND ALL STORM SEWER INLETS AND MAINTAIN UNTIL STREET 2.0 BASE COURSE O 12" CLASS 5 WETLAND BUFFER MONUMENT CONSTRUCTION IS COMPLETED. REFER TO CITY DETAILS 5302 & 5302A FOR APPROVED DEVICES. CCj 24" SELECT GRANULAR BORROW `-� CLEAN WATER G. MAINTAIN ALL SILT FENCE UNTIL TURF HAS BEEN ESTABLISHED. STARTS HERE H. RESTORATION WORK WILL BE COMPLETED WITHIN 72 HOURS OF GRADING COMPLETION. 6. DRIVEWAY SLOP S- MINIMUM--2.'O�T' 11. MATERIALS THAT ARE PROHIBITED FROM RETAINING WALL CONSTRUCTION INCLUDE SMOOTH FACE CONCRETE, POURED IN PLACE MAXIMUM-10.0%� CONCRETE, MASONRY, RAILROAD TIES, OR TIMBER. STAMPED OR PATTERNED CONCRETE IS ALLOWED IN RETAINING WALL CONSTRUCTION. 7. FB, LO, WO PADS 3:1 MAX. ALL OTHER SLOPES 4:1 MAX (UNLESS NOTED) 12. BOULDERS MAY NOT BE USED ON WALLS TALLER THAN 6' IN HEIGHT. A 6-1 13. A HOMEOWNERS ASSOCIATION SHALL BE CREATED TO TAKE OWNERSHIP OF TRETAINING WALLS 8. CONTRACTOR TO REMOVE SEPTIC SYSTEM AND CAP WELL EXISTING UTILITIES SHOWN ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE �� - _ 14. SILT FENCE: BEFORE GRADING - 9,010 LF .' ... SILT FENCE: AFTER GRADING - 1,010 LF CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ANY AND ALL EXISTING EROSION CONTROL BLANKET - 6,325 SY UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES ARISING OUT OF HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY 15. ACTIVITIES MUST BE CONDUCTED SO AS TO MINIMIZE THE POTENTIAL TRANSFER OF AQUATIC INVASIVE SPEACIES (E.G., ZEBRA MUSSELS, AND ALL EXISTING UTILITIES. EURASIAN WATERMILFOIL, ETC.) TO THE MAXIMUM EXTENT POSSIBLE. DRAWING NAME NO. BY DATE REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS SHEETS GRADING 01 MJV07/29/20 LAYOUT REVISIONS INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I �tiRs s�R� - AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE SATHRE-BERGQUIST INC 's EXPRESS WRITTEN AUTHORIZATION USE WITHOUT � J+I \ :�n ( E , I R ofpvta'.d L ! I ,tgtemen L j ftft jure `ratbn and\ f \/f r `L4KE 'P.UGi'- i.}CGFa TYPICAL LOT DETAIL J !VI III'll !61 I I, R% /i If111`lfil 1 I I ftfl lttlSMH !III I } �� f f ftlf t 11l l� I I 1 I i. Rim=110.8 / ;`J I t ,I Iff 1 ! I t! I ! ! ! i t Inv=99!.5 J/€ i}III 1 I } I } e �i11lf!!/It IlliJrI ', y►� {I t t 11.!,1 �=,//! ,l ! ! ! j it illi /d ;Il \1} }11{ I I ! ! ! t \\\kll III III! 1 I i }� IIII S, I fi 4! j I I 1 1 if 'il \ I } IIi Illl,ll II '� I 11 iljl I!i}III fill I I I '� ,�sll }lylllipil11111'III E N�€jif Ilij IIlI !I ! y p i II l IIII I t ! I hit ISI! !III II t i' III I! I `II I Jill Iill ILII III I I ! ! ! II `` tfff Ilii dill fillI! t ! I! ' 1 ftff fill ftll tl IIIIf'lllfftftlrl�ll l I ! I ( f ! a 11 ISI !11 if( I I. f If ! tltl ill' 1fI IfIIf I i t I ! It l ft t l f! t t II, tft /tlf ftr! III/ fit �� iii slr/tfi,tt elft ft111 !f!! l {r p d fril l fllt r11 •i' !tf! ffl ftf`f t ! f t // f t fit ff,fl f ft`l IF l(' tlff! 1 t• tt t f r r t t /tf�t�JJfl'/ /fl>f r!1 ! f t f f/ f Vr tlif f!f f! it ' ��►' , 8'2'X4'b OF \ r / A Finer #2 NWL-964..D N L-961.1 ndf3pm B962-0),, / Ii J 1, _ 41 Ii ! - f r 4L t t � t i \ w y EXISTING DRIVEWAYS AND CULVERTS SHALL BE REMOVED AND THE DITCH SHALL BE RESTORED ALONG GALPIN BLVD (CR 117) DENOTES LOT CORNER ELEVATION o DENOTES BLOCK DENOTES ADJACENT GRADE TO LOW OPENING NUMBER (50' DENOTES REAR OF DENOTESLO LOT BUILDING PAD (60' MIN.) NUMBER DENOTES BUILDABLE T "(s95* DENOTES GARAGE a PAD AREA FLOOR ELEVATION DENOTES BASEMENT FLOOR ELEVATION BF 993.1 DENOTES SPOT LO 996.1 DENOTES HOUSE TYPE ELEVATION o LO o DENOTES EASEMENT GF 1001.5 DENOTES SETBACK LINE �! A e LINE DENOTES LOT CORNER -*- ELEVATION DRIVEWAY SLOPE $ ORIENTATION (PER GRADING PLAN ELEVATIONS) TCW N SATHRE-BERGQUIST, INC. LAWS OF THE STATE OF MINNESOTA. � SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY w i�, ' �"-� � INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. - CHECKED BY - - - - ® - ®®� .-� ._ _ Fv� - ®® SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE Sa /� m w 150 SOUTH BROADWAY WAYZATA, MN. 55391 {952) 476-6000 N � RSM USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING � DATE � ® i - v � � - ®�- �^ � �A. �a � a - - - FROM ILLEGITMATE USE. ROBERTS. M LSTAD, P.E. SNF 07/08/20 - ®� _�. Date: 0_7Z09/-7_0 Lic. No. � �ZB Rs Q` CITY PROJECT NO. HANHASSEP MINNESOTA ctY N� vS sT�c�nZlC- 100 50 0 50 100 200 6 m � m m m m i V" SCALE IN FEET GRADING PLAN THE BLUFFS AT LAKE LUCY CHAN THREE DEVELOPMENT, INC. FILE NO. 3120-079 13 23 I s J- i \ / r 1 3 I ` • _ / \ \ , '' / , i _ - - - . + _..._'e-_-��-4-�c_ ; ' N y : I �� ! \ . r 1 - r >` r \ ` \ t \ / 162 . V 9, / -- \ \ ` i i �� , �41_ ,-� rF -�' -p- / 1-1 I �Ili I \ [ 1 -a�� / � I -r ' \ � 131:. 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RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE S• �o'� RSM USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING 0 � 4 ROBERTS. M LSTAD, P.E. �� 07 0 8 Z O Z Z8 DATE - _ ® - - ---f------------------------ - ® - ®- - - - - __- - - -_.- __.� - - ,� - - ®_ •� - - _- -_.__ _ _ _ m- -_ FROM ILLEGITMATE USE. ctiFR s 01� P 07/08/20 Date: Lic. No. SATHRE-BERGQUIST, INC. 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000 CITY PROJECT NO. _- HANHASSEN MINNESOTA GRADING PLAN THE BLUFFS AT LAKE LUCY FILE NO. 3120-079 14 23 FA DRAWING NAME SHEETS GRADING DRAWN BY TCW CHECKED BY RSM DATE 07/08/20 -q r i / .._` ._ .,, "',1i=ce --•_"~ ,._ ,, _ _� � � . j I -- t `} a �'� ® .. ""'A ®, r+' _s ^P ....-- - -, _,_,- ..•..,. ...--- ,_„- _ d_ - v -._-, ,--.--.. -„ ^+'"'ems,._ ". "�` `- I "`e ` i '!„ ``. / / / -^- -s" _o .__..- �• -. -' -_ ` " "'^ ' � �' r. ' _ __ ®_ >„_ ' " -`- ! '--'-^ „"'•^- „4y "ems....---- _ '^`" ""`` ^"! . 1L _ \ f- '`�� / ,s-- r - `.,. ® ` r^ '�,,,. 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Pond #1 �/ I I' 7 NWL973.0 ` / .r � / '-5 JK .. / ! s I - -_ %�, /:- „� I c i i H WL 976.0 �^ --\ - t �. . w" -_ - * (I -� 1. 11 I . --- -_ / ��,'.Ie �, r�'c_ �_ v _ s / -- / _ 0 \ _ / 1 G , -'-- ` -t I - \ < } ' v� sa 1 ^ 1 -.. ' t ./ - // I 11 U \ — _ - � -N it lic '1 --- - @, -- - - & <. -,. � ___ ,off �: l� r I f r-. A '' `� ' s"! 0 -I— -r —. s \ t° `��. — s i i *> �� ,.. / -: � -� �� `=cam "� \ : \ _ .,, ` \ -, -�,. - a t _ , s a / - -.-, 1 r a �1_ ✓A{ - --- 1 r - s - a f a 11 \ \ s 1 a11 I4 ` ,k r. —J i ti r � ` EXISTING UTILITIES SHOWN ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ANY AND ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES ARISING OUT OF HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL EXISTING UTILITIES. DRAWING NAME NO. BY DATE REVISIONS Sheets Erosion 01 _MJV 07/29/20 — — — — LAYOUT^ REVISIONS ___ DRAWN BY — -- --0 —®--_-----------_---- ERJ®— --- ®—®—s ---- — _-- ------ — CHECKED BY — ®® --- ------®_----_--- RSM— —s ®--—®�---®®®�------ DATE — 07/08/20 ti _ , - /! 1 e t .- ! / ,, i -., � _- F � I, _ 1. .. - t� - / FILL ! l t-. J - -- e \ 1 1 1 s 11 � �, a NWL 964.4 � .:, / 1 1 It smo � r ! � t e \ / _ � t r 1 \ \ \ f / r I_ J / - 1 � - I I t.. \ O I - # I r r � � . � ,/ / 'Pi L-96'%.1 4 -+ / / 1 1 t - 1 ,f a - \ / / l S 'a-�. � / � \ pas I '\ t ! / / / \ �f , r \. / ,— \ / / r. / -I .- > 1 \ \ \ v / / / 1 / / / / l ! f / x n I r /I/ o t> / I ,. �. - \ \! 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' \ ..:.. �=�7�-; K ___-r11 te �a r--/'//////'e-_,o 'i.+ / / \\ r Il, r e -� .., _ • <-. a - - roe / / / \ , / \ / �.- / ' Wetl _ ! an d1 \ _ r \ / J l \ 1 _ ! \ w / / \ \ - ' 'tom _ �/ / r' I O f / \ \ — Y \ \ /! } — 0 _ o (Preserve) - �-` t ve ,1 .- f e s r s \ I \ - f s - o- 11 \ / t <� / / _ - - - _ y. - - / � \ , -- - ___ / J 11 \ 1 _ � -� . _lk W. _ - -� e -�' (Preserve) `� \ � - __ _ _ -- / \ /,-. 11. - -_ _ I I \\ j \/ !�° \\ ` \N \\ I -- - } `- f \ 1 I, ® f / - - /—o \ \ I 11 1. ` �� / e / I \ e \ 11 -\ - - _ - ; / \\ \\ \\ - z \ /1 — /s \ \ l_ / s. /: ! r \ � \ .- \ r \ \ .":, ____________\� , . - 1-1 - %;, - , I q �f t,. /:, / 60 \ \ 1 �" \\ F _ - e I 1 ( t \ \ eu - ( \ \ , f `\, I , - —\ `\ \ i I > \' \\ \\\ \\ \,L- 100 50 0 50 100 200 0 11 M 0 i SCALE IN FEET USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I � sU�1, SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE fir' Fo SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY LAWS OF THE STATE OF MINNESOTA. w i' ' I \ SATHRE-BERGQUIST, INC. INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. 150 SOUTH BROADWAY WAYZATA MN. 55391 952 476-6000 SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE d-� S, ,�4 °\ "" � ( ) USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING `: 4� FROM ILLEGITMATE USE. ROBERTS. M LSTAD, P.E. 04,F Pyr' Date: 0-7/09/-7-0 Lic. No. �-4L�- 8 Rs P \- ROCK ENTRANCE BERM -------- POST GRADING SILT FENCE SILT FENCE CONCRETE WASHOUT :`If INLET PROTECTION EROSION BLANKET RILEY PURGATORY BLUFF CREEK WATER SHED DISTRICT EROSION CONTROL NOTES: a. Natural topography and soil conditions must be protected, including retention onsite of native topsoil to the greatest extent possible. b. Additional measures, such as hydraulic mulching and other practices as specified by the District must be used on slopes of 3:1 (H:V) or steeper to provide adequate stabilization. c. Final site stabilization measures must specify that at least six inches of topsoil or organic matter be spread and incorporated into the underlying soil during final site treatment wherever topsoil has been removed. d. Construction site waste such as discarded building materials, concrete truck washout, chemicals, litter and sanitary waste must be properly managed. e. All temporaryryerosion and sediment control B P s must be maintained until completion of construction and vegetation is established sufficient) o t ensure stability of the site as 9 Y Y , determined by the District. f. All temporary erosion and sediment control BMPs must be removed upon final stabilization. g. Soil surfaces compactedacted during and remaining pervious us u on completion of construction must be de cam acted through soil amendment and/or ripping to a depth of 18 inches ( 8 inches for single-family home properties) while taking care to avoid utilities, tree roots and other existing vegetation prior to final revegetation or other stabilization. h. All disturbed areas must be stabilized within 7 calendar days after land -disturbing work has temporarily or permanently ceased on a property that drains to an impaired water, within 14 days elsewhere. i. The permittee must, at a minimum, inspect, maintain and repair all disturbed surfaces and all erosion and sediment control facilities and soil stabilization measures everyday work is performed on the site and at least weekly until land -disturbing activity has ceased. Thereafter, the permittee must perform these responsibilities at least weekly until vegetative cover is established. The permittee will maintain a log of activities under this section for inspection by the District on request. Activities must be conducted so as to minimize the potential transfer of aquatic invasive species (e.g., zebra mussels, Eurasian watermilfoil, etc.) to the maximum extent possible. CITY PROJECT NO. HANHASSEN MINNESOTA V ��s no,�f 6 `1_ ai� 0 EROSION CONTROL PLAN THE BLUFFS AT LAKE LUCY FILE NO. 3120-079 16 21 r'r � �f I I -,------- _ m__ -d 111 �\ i , --- -� "i 1.1 .\ ! I i t /r / r ! ! ! f s 1 i t 1 s j I j 1 \ I I I ( / •_\ \ " I / \ 141`a t4•lt"stII I 1 ' \ / / !'J\ \ /! / / _�! \ \ I I I I I ( > I I / / I / _ \\ \ f } \ t t t{, It tit ( I I--' \", / I /moi / / f \ \ ! ! ! / t ! Ni l f \ t r t t i J ( 1 I 1 / -- \�\ \ t �-_-J \\ t 1 t t�ttt ttttt (tt t I i + / / / / \\ It ! /ft1 ! f / I ! Jf ! ~T t \ t I ( I I (+ 1 t , _ !/�/ J ! ( t \ \ t�\� 1 1 1 t t }t �t t\ 11.1tiL1#-t-( r \ _ ,, / f / / e��! 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Pond #1 �/ I I' 7 NWL973.0 ` / .r � / '-5 JK .. / ! s I - -_ %�, /:- „� I c i i H WL 976.0 �^ --\ - t �. . w" -_ - * (I -� 1. 11 I . --- -_ / ��,'.Ie �, r�'c_ �_ v _ s / -- / _ 0 \ _ / 1 G , -'-- ` -t I - \ < } ' v� sa 1 ^ 1 -.. ' t ./ - // I 11 U \ — _ - � -N it lic '1 --- - @, -- - - & <. -,. � ___ ,off �: l� r I f r-. A '' `� ' s"! 0 -I— -r —. s \ t° `��. — s i i *> �� ,.. / -: � -� �� `=cam "� \ : \ _ .,, ` \ -, -�,. - a t _ , s a / - -.-, 1 r a �1_ ✓A{ - --- 1 r - s - a f a 11 \ \ s 1 a11 I4 ` ,k r. —J i ti r � ` EXISTING UTILITIES SHOWN ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ANY AND ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES ARISING OUT OF HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL EXISTING UTILITIES. DRAWING NAME NO. BY DATE REVISIONS Sheets Erosion 01 _MJV 07/29/20 — — — — LAYOUT^ REVISIONS ___ DRAWN BY — -- --0 —®--_-----------_---- ERJ®— --- ®—®—s ---- — _-- ------ — CHECKED BY — ®® --- ------®_----_--- RSM— —s ®--—®�---®®®�------ DATE — 07/08/20 ti _ , - /! 1 e t .- ! / ,, i -., � _- F � I, _ 1. .. - t� - / FILL ! l t-. J - -- e \ 1 1 1 s 11 � �, a NWL 964.4 � .:, / 1 1 It smo � r ! � t e \ / _ � t r 1 \ \ \ f / r I_ J / - 1 � - I I t.. \ O I - # I r r � � . � ,/ / 'Pi L-96'%.1 4 -+ / / 1 1 t - 1 ,f a - \ / / l S 'a-�. � / � \ pas I '\ t ! / / / \ �f , r \. / ,— \ / / r. / -I .- > 1 \ \ \ v / / / 1 / / / / l ! f / x n I r /I/ o t> / I ,. �. - \ \! ( ♦ - / __ !- - \ t _ r _ _ + t 1 _ t / / ! / _ i. ,� r \ / r � 1 f �/ \`,` ., nom. °aao `Za „t \` \ -\ _ _. \ \ \ tel,''! t�\ 1 1 / /j ! ! t ! /! ! /h, / i - Id e r �/ 'Ijf/ / f _V z._ \ r_ �t �. / \ I \ / tem_ �_ J f 1 11 / -ter I ( a \ r ! r_ -: ry/ l I 1 _ _ � _ \ .- _ f r - r I _ _._ _. ! - - I _/ - -' 1' J- ��ff 4 \ , !, 1 \ ! / - f - 1 / / ! i \ \ ! 'ate / / ! s J f .. a �;� , �, \ ! // / - e ., r _ \ \ f o \� \ \ \ / f / \ / / G / !\le 1 ,r ,ff /mss_,. / ! / \ �: s / o !I !�' ! - 11,o - � / \. \ J > _ { '� , _ I "�? <- _ _'- / e a . f ®!! /ice /ii'ii ✓i' f r �,;,- e l - / z. '=� r:; .,:! i- ! / ! \ / _ / e \ o \ \ e e / \ o \ e _ h e r . ' \ ..:.. �=�7�-; K ___-r11 te �a r--/'//////'e-_,o 'i.+ / / \\ r Il, r e -� .., _ • <-. a - - roe / / / \ , / \ / �.- / ' Wetl _ ! an d1 \ _ r \ / J l \ 1 _ ! \ w / / \ \ - ' 'tom _ �/ / r' I O f / \ \ — Y \ \ /! } — 0 _ o (Preserve) - �-` t ve ,1 .- f e s r s \ I \ - f s - o- 11 \ / t <� / / _ - - - _ y. - - / � \ , -- - ___ / J 11 \ 1 _ � -� . _lk W. _ - -� e -�' (Preserve) `� \ � - __ _ _ -- / \ /,-. 11. - -_ _ I I \\ j \/ !�° \\ ` \N \\ I -- - } `- f \ 1 I, ® f / - - /—o \ \ I 11 1. ` �� / e / I \ e \ 11 -\ - - _ - ; / \\ \\ \\ - z \ /1 — /s \ \ l_ / s. /: ! r \ � \ .- \ r \ \ .":, ____________\� , . - 1-1 - %;, - , I q �f t,. /:, / 60 \ \ 1 �" \\ F _ - e I 1 ( t \ \ eu - ( \ \ , f `\, I , - —\ `\ \ i I > \' \\ \\\ \\ \,L- 100 50 0 50 100 200 0 11 M 0 i SCALE IN FEET USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I � sU�1, SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE fir' Fo SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY LAWS OF THE STATE OF MINNESOTA. w i' ' I \ SATHRE-BERGQUIST, INC. INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. 150 SOUTH BROADWAY WAYZATA MN. 55391 952 476-6000 SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE d-� S, ,�4 °\ "" � ( ) USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING `: 4� FROM ILLEGITMATE USE. ROBERTS. M LSTAD, P.E. 04,F Pyr' Date: 0-7/09/-7-0 Lic. No. �-4L�- 8 Rs P \- ROCK ENTRANCE BERM -------- POST GRADING SILT FENCE SILT FENCE CONCRETE WASHOUT :`If INLET PROTECTION EROSION BLANKET RILEY PURGATORY BLUFF CREEK WATER SHED DISTRICT EROSION CONTROL NOTES: a. Natural topography and soil conditions must be protected, including retention onsite of native topsoil to the greatest extent possible. b. Additional measures, such as hydraulic mulching and other practices as specified by the District must be used on slopes of 3:1 (H:V) or steeper to provide adequate stabilization. c. Final site stabilization measures must specify that at least six inches of topsoil or organic matter be spread and incorporated into the underlying soil during final site treatment wherever topsoil has been removed. d. Construction site waste such as discarded building materials, concrete truck washout, chemicals, litter and sanitary waste must be properly managed. e. All temporaryryerosion and sediment control B P s must be maintained until completion of construction and vegetation is established sufficient) o t ensure stability of the site as 9 Y Y , determined by the District. f. All temporary erosion and sediment control BMPs must be removed upon final stabilization. g. Soil surfaces compactedacted during and remaining pervious us u on completion of construction must be de cam acted through soil amendment and/or ripping to a depth of 18 inches ( 8 inches for single-family home properties) while taking care to avoid utilities, tree roots and other existing vegetation prior to final revegetation or other stabilization. h. All disturbed areas must be stabilized within 7 calendar days after land -disturbing work has temporarily or permanently ceased on a property that drains to an impaired water, within 14 days elsewhere. i. The permittee must, at a minimum, inspect, maintain and repair all disturbed surfaces and all erosion and sediment control facilities and soil stabilization measures everyday work is performed on the site and at least weekly until land -disturbing activity has ceased. Thereafter, the permittee must perform these responsibilities at least weekly until vegetative cover is established. The permittee will maintain a log of activities under this section for inspection by the District on request. Activities must be conducted so as to minimize the potential transfer of aquatic invasive species (e.g., zebra mussels, Eurasian watermilfoil, etc.) to the maximum extent possible. CITY PROJECT NO. HANHASSEN MINNESOTA V ��s no,�f 6 `1_ ai� 0 EROSION CONTROL PLAN THE BLUFFS AT LAKE LUCY FILE NO. 3120-079 16 21 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 9 equal to or larger than 45'. 3. Dimension A1,A2,A3 should be as large as possible without interfering with MJ bolts. 4. 14 - 45' Minimum. 5. Place polyethylene between cuntrete & pipe. 6. All bends & fittings shall be restrained with Megolugs thrust restraints or equal B, - See no PLAN 90" BENDS BUTTRESS DIMENSIONS Variable 3' Mina-" t 4 - See note 4 PIPE SIZE 22 1/2' BEND 45' BEND 61 D1 82 D2 90' BEND/TEE 63 D3 6" -5" V-5" 1'-5" V-5" 2'-1" i'-6" 8" 1' 5" , 1'-•_5" 2'--1" l'-6" 2'-8" 2'y-0" 12" 1'-10"I 1'-10" S-4" 2'-0" 4'-9" 2`-6" 16" 3'-0" 2`-O" 3'-1C") 3'-0" 6'-2" 3'-6" 20" S-6" 2'-8" 5'-6' 3'- 4" 8'-4" 4 O" 24" 4'-4" 3'-0"16'-10" I 3'-10 9'-8" 5-0" 30" - - 9'-3" VIEW base is 6" for 14' deep or less, PLAN 90" BENDS PLAN 45' BENDS Variable 3' Mina-" t 4 - See note 4 CONCRETE SHALL BE . ' • A IN CONTACT WITH traveled roadway a witness ppost and sign (MH) shot! be installed next to the manhole. g THIS QUADRANT r C € A OF PiPE ' S. No steps shall be installed in manholes. 1 i BEDDING MATERIAL sloped 2" toward invert. UNDISTURBED EARTH 5. When the manhole or catch CONCRETE SANITARY SECTION A -A PLAN 22 1/2' BENDS C ff 11VCONCRETE Uf REVISED: 11-19 ENGINEERING DEPARTMENT PLATE NO: Z101 FILE NAME: G: ENG SPECS 2101 THRUST !�l ��+I��IEi�� • 7. Minimum thickness of precast SECTION VIEW base is 6" for 14' deep or less, 11 BLOCKING REVISED:2-0$ ENGINEERING DEPARTMENT PLATE NO.: 1.002 FELE NAME- G: ENG SPECS 1002 nr� Cil Ar Variable length SANITARY SEWER INSIDE DROP Add mastic between frome Manhole costing, lid and adjusting and rings rings (see plates 2110 & 2111) Provide I&I barrier on all sanitary sewer manhole(see plate 2109) {' 6" Concrete collar f + All pints in manhole to have "o"ring rubber r� gaskets and infi-shield external seals at abarrel and cone section joints on sanitary + applications or approved equal. A maximum of 2 short manhole risers to be used directly 4. 0" below cone section•. Pipe shall be cut out flush with inside face of wall. 5" i f - Kor--n-seol required. Precast inverts must be 1/2 of VIEW pipe diameter and benches SECTION V IEyY�A� sloped 2" toward the invert Minimum thickness of precast base is 6" for 14' deep or less, and increases I" in thickness for every 4' of depth greater than 14'. NOTE: I NOTU "I 1. Kor-n-seal manhole or 1. Kar-n-seci manhole or equal considered acceptable alternate. approved equal. 2. All dog houses shall be grouted an inside and outside. P h flush it 2. Pipe shall be .Cut us h f with 3. When the manhole structure is constructed outside the " inside face of wall. traveled roadway a witness ppost and sign (MH) shot! be installed next to the manhole. 3. All dog houses shall be grouted 4. Minimum of 2-2" adjusting rings, maximum of 3 adjusting rings or a total of 8" of stock height for new construction. 4. Precast invert shall be 1/2 S. No steps shall be installed in manholes. Dia. of pipe and benches Ofliv T sloped 2" toward invert. STANDARD 5. When the manhole or catch } SANITARY • -1 the traveled roadway a witness MANHOLE REVISED: 11-19 ENGINEERING DEPARTMENT PLATE NO: Z101 FILE NAME: G: ENG SPECS 2101 . 6. No steps shall be installed. L • 7. Minimum thickness of precast DESIGNER NO. BY DATE TCW DRAWN BY TCW CHECKED BY RSM DATE 07/08/20 i� 1" Corporation stop 00 Thrust blocking may be a Mega lug cap or plug tN/Blue Core bolts. Tie bock to the previous joint is required. After meeting the test requirements the air bleed line (if installed) shall be disconnected at the plug with no additional compensation. Note: A water service tap or nearby hydrant may be used to bleed air out of the line, if approved by the engineer. �pAID AIR �1! ! Ur�� BLEED DETAIL REV;SED.11-16 PLATE NO.: , 3 s CNGINEEI;ING DEPARTMENT , 1�==,., FILE NAME: G: \ENG SPECS\1003 BLOCK (TYP-) HYDRANT LEADS 1 VSSES *� DENOTES I MEGALUG NOTES: El - 1 MEGALUGS TO BE USED AT ALL MECHANICAL JOINTS. 2. PLACE CONCRETE BLOCK UNDER ALL GATE VALVES AN HYDRANTS, D YD ANT S, 3. THRUST BLOCKING AT ALL TEES. BENDS, AND HYDRANTS. 4. ALL FITTINGS, NUTS, AND BOLTS SHALL BE BLUE CORE OR STAINLESS STEEL. SLEEVES 5. BLOCKING SHALL BE AGAINST UNDISTURBED SOILS- CffOF TYPICAL CUM C LOCATION REVISED: 2-16 PLATE NO.: ENGINEERING DEPARTMENT 1 GG9 FILE NAME:G: ENG\SPECS 1009 HYDRANTS SHALL SE CLOW MEC AL NON (SHOWN) OR MUELLER SUPER CENTURION ALL HYDRANTS MUST BE PRE APPROVED BY THE CITY --- T14E HYDRANT MARKER SHALL BE A I SPRING MOL`NT€D ST" --LESS STM, OR r F ALUMINUM ROD 5' IN' OVERALL LENGTH, = FOR SIDE MOUNT APPLICATION. USING RED LATE REFLECTIVE TAPE WRAPPING. INSTALL MAGNETIZEDEx15TiNG OR FUTURE -- f TRACER BOX (SNAKE CURB OR GUTTER LINE I[ ) GROUNDING ANODE HYDRAN? �J AND TRACER wIRtNtG AS I NEEDED PER DETAILS •'+` r- VALVE BOX 5'StX%�SQS,�i2,5505 � i $ MI" { -4 tsd 1 2.1 ffYDRANT SHOCE AND ARR€L SHALL BE� [€ I -ASTIC WRAPPED I i st SErT1rJti 2.D3A £ 1 AS REOUIRED t l` T CAL. & BLOCKED TO � ° � I 1 I f VIRGIN SLS L' r 1 z s 17 -A -NODE BAG # I CITY WILL FUMIS,� i 1 ANODE BAG STRAP � # I AND STAINLESS, E STEEL BAx0 TO � F BE 114STALLED BY R I I CONTRACTOR - c ec-goo ` 6" C-50.0 , o . 9KiT"sir}" .. ��.�--.. ,�'"'•.� � t p CCMPENSATON. Z I cUBI YARD Of LAYERS OF F GATE VA=VE t 1 1 '2' R fta.� S�Ti1 ADAPIE'R j AA46 2 L7_hrr£RS f� `.. Ij POLYETHYLENE (4 tom} Ni}TES: G€1FTCR� BIC�{5�,: 1, ALL HYDRANTS SHAM. HAVE WEEP R=& I 2. fiYi ANT BURY DEPTH Sfl L BE AS PER t, AN UFAMRES RECOWMENDATtON MTH A MINIMUM OF 7.5' COVER OVER HYDRANT LEAD. 3. ALL PA1147ED SLWFACES SHALL aE s v=ECT TO TWO YEAR WARRANTY PERIOD AS fNOMO IN SECTION 2.09 OF 7HE WATERMAIN SPECIFICATIONS. 1 C HYDRANT 94STALLATtON SMALL t T"M A HYDRANT MARKER. 5. ALL JOINTS SHALL a RESTRAINED VIA MEGA -LUGS MEC14A1 A -L JOINT RESTRAINT. 6. ALL. HYDRANT TO BE 1sl UM8 TO VERTICAL AXIS. MAXIMUM ALLOWABLE TO 1- 1/2 PER FOOT OF HYDRANT: 7. HYORANT To BE SECUIRELY COAA'RED WITH PLASTIC WRAP OR BAG TO 90.C;ATe THAT IT t5 OUT OF SERVECE" 5, HYDRANT SHOE AND BARREL SHALL L'E =_.A- Oar, PER SPECIFIC 1,014 2D3A O OAIM TYP1CAl HYDRANT OMEN INSTALLATION REVISELi' 9-19 £=LATE t.l ENGINEERING DEPAR TIMENT 1004 16.6' MJ REDUCER - 6" MJ GATE VALVE 6' HYDRANT LEAD HYDRANT � t O C 90 I 16" C 900 WATERMAIN 4-x 3' REDUCER 76" MJ GATE VALVE WITH VALVE BOX (TYPICAL OF 2) 3' DIP PIPE (TYPICAL}_. 1 1/2" GALVANIZED PIF - LOW PRESSURE SIDE 16' Md GATE VALVE WITH VALVE BOX 3' GATE VALVE (TYPICAL OF 2) 1 1/2' BALL VALVE (TYPICAL OF 2) 3" FLANGED PRESSURE REDUCING VALV 1 1/2' FLANGED PRESSURE REDUCING VALV MANHOLE CASTING R 1741-F AND LID A$ PER DETAIL 211;. 16--C/900 WATERMAIN 1"r DIA X 18' DEEP SUMP PLAN VIEW t2" FLANGED PRESSURE RED.�CiNG VALVE 16`x12" FLANGED DIP ECCENTRIC REDUCER (TYPICAL OF 2) 16" x 4" TEE PRESSURE GAUGE (TYPICAL of 4; ADAPTER FLANGE -14' X 8' RCP BOX SECTION -C 900 Is- 3HIGH PRESSURE 511?c' 16' GATE VALVE 16' x 16" TEE (TYPICAL OF 3) MANHOLE CASTING AND UD AS PER DETAIL 2111. AD,AISTING RINGS PER DETAIL X2716. APPRDx, 7.5' BURY Ig PRESSURE GAUGE (TYPICAL OF 4) RUBBER BOOT GASKET (TYPICAL) HYDRANT LEAD LINK SEAL(TYPICAL OF 2) SLOPE GROUT TO SUMP INTEGRAL BASE PIPE SUPPORTS (TYPICAL OF 2) 18' DIA, x i8' DIA. SUMP TO DAYLIGHT PER THE ENGINEER. SECTION A -A PROCESS PRESSURE REDUCING VALVE MANHOLE Notes: FINAL DETAILS FOR THE MANHOLE SHALL BE APPROVED BY THE ENGINEER. SOME ITEMS ARE ROTATED INTO THE PLANE OF PROJECTION FOR CLARITY. VAULT AND INTERNAL PIPING BY BCA NORTHWESTERN POWER OR APPROVED EQUAL. ono TYPICAL PRESSURE REDUCING VALVE OI�E MANHOLE REVISED: 3-16 ENGINEERING DEPARTMENT PLATE Na.: 1010 FILE NAME: G ENG SPECS 1010 1. To ochive the shortest drop I NOTU "I 1. Kor-n-seal manhole or height of 35 J", the incoming approved equal. pipe must rest on the invert P h flush it 2. Pipe shall be .Cut us h f with of the 12" access opening. " inside face of wall. -- 3. All dog houses shall be grouted it's minimum length of 1" on the inside and outside. it 4. Precast invert shall be 1/2 i Dia. of pipe and benches 4" sloped 2" toward invert. 3 5. When the manhole or catch } bosin is constructed outside • -1 the traveled roadway a witness 18 1 post and sign shall be installed - `i next to the manhole. II•" I . 6. No steps shall be installed. L • 7. Minimum thickness of precast SECTION VIEW base is 6" for 14' deep or less, 11 structures and increases 1" in 2. Pipe shall be cut flush with thickness for every 4' of depth 8" 1 greater than 14' deep. nr� Cil Ar Variable length SANITARY SEWER INSIDE DROP CHME body section MANHOLE 60" DIAM. MINIMUM REVISED: 12-19 ENGINEERING DEPARTMENT PLATE NO.: 210 FILE NAME: G: ENG SPECS 2104 HYDRANTS SHALL SE CLOW MEC AL NON (SHOWN) OR MUELLER SUPER CENTURION ALL HYDRANTS MUST BE PRE APPROVED BY THE CITY --- T14E HYDRANT MARKER SHALL BE A I SPRING MOL`NT€D ST" --LESS STM, OR r F ALUMINUM ROD 5' IN' OVERALL LENGTH, = FOR SIDE MOUNT APPLICATION. USING RED LATE REFLECTIVE TAPE WRAPPING. INSTALL MAGNETIZEDEx15TiNG OR FUTURE -- f TRACER BOX (SNAKE CURB OR GUTTER LINE I[ ) GROUNDING ANODE HYDRAN? �J AND TRACER wIRtNtG AS I NEEDED PER DETAILS •'+` r- VALVE BOX 5'StX%�SQS,�i2,5505 � i $ MI" { -4 tsd 1 2.1 ffYDRANT SHOCE AND ARR€L SHALL BE� [€ I -ASTIC WRAPPED I i st SErT1rJti 2.D3A £ 1 AS REOUIRED t l` T CAL. & BLOCKED TO � ° � I 1 I f VIRGIN SLS L' r 1 z s 17 -A -NODE BAG # I CITY WILL FUMIS,� i 1 ANODE BAG STRAP � # I AND STAINLESS, E STEEL BAx0 TO � F BE 114STALLED BY R I I CONTRACTOR - c ec-goo ` 6" C-50.0 , o . 9KiT"sir}" .. ��.�--.. ,�'"'•.� � t p CCMPENSATON. Z I cUBI YARD Of LAYERS OF F GATE VA=VE t 1 1 '2' R fta.� S�Ti1 ADAPIE'R j AA46 2 L7_hrr£RS f� `.. Ij POLYETHYLENE (4 tom} Ni}TES: G€1FTCR� BIC�{5�,: 1, ALL HYDRANTS SHAM. HAVE WEEP R=& I 2. fiYi ANT BURY DEPTH Sfl L BE AS PER t, AN UFAMRES RECOWMENDATtON MTH A MINIMUM OF 7.5' COVER OVER HYDRANT LEAD. 3. ALL PA1147ED SLWFACES SHALL aE s v=ECT TO TWO YEAR WARRANTY PERIOD AS fNOMO IN SECTION 2.09 OF 7HE WATERMAIN SPECIFICATIONS. 1 C HYDRANT 94STALLATtON SMALL t T"M A HYDRANT MARKER. 5. ALL JOINTS SHALL a RESTRAINED VIA MEGA -LUGS MEC14A1 A -L JOINT RESTRAINT. 6. ALL. HYDRANT TO BE 1sl UM8 TO VERTICAL AXIS. MAXIMUM ALLOWABLE TO 1- 1/2 PER FOOT OF HYDRANT: 7. HYORANT To BE SECUIRELY COAA'RED WITH PLASTIC WRAP OR BAG TO 90.C;ATe THAT IT t5 OUT OF SERVECE" 5, HYDRANT SHOE AND BARREL SHALL L'E =_.A- Oar, PER SPECIFIC 1,014 2D3A O OAIM TYP1CAl HYDRANT OMEN INSTALLATION REVISELi' 9-19 £=LATE t.l ENGINEERING DEPAR TIMENT 1004 16.6' MJ REDUCER - 6" MJ GATE VALVE 6' HYDRANT LEAD HYDRANT � t O C 90 I 16" C 900 WATERMAIN 4-x 3' REDUCER 76" MJ GATE VALVE WITH VALVE BOX (TYPICAL OF 2) 3' DIP PIPE (TYPICAL}_. 1 1/2" GALVANIZED PIF - LOW PRESSURE SIDE 16' Md GATE VALVE WITH VALVE BOX 3' GATE VALVE (TYPICAL OF 2) 1 1/2' BALL VALVE (TYPICAL OF 2) 3" FLANGED PRESSURE REDUCING VALV 1 1/2' FLANGED PRESSURE REDUCING VALV MANHOLE CASTING R 1741-F AND LID A$ PER DETAIL 211;. 16--C/900 WATERMAIN 1"r DIA X 18' DEEP SUMP PLAN VIEW t2" FLANGED PRESSURE RED.�CiNG VALVE 16`x12" FLANGED DIP ECCENTRIC REDUCER (TYPICAL OF 2) 16" x 4" TEE PRESSURE GAUGE (TYPICAL of 4; ADAPTER FLANGE -14' X 8' RCP BOX SECTION -C 900 Is- 3HIGH PRESSURE 511?c' 16' GATE VALVE 16' x 16" TEE (TYPICAL OF 3) MANHOLE CASTING AND UD AS PER DETAIL 2111. AD,AISTING RINGS PER DETAIL X2716. APPRDx, 7.5' BURY Ig PRESSURE GAUGE (TYPICAL OF 4) RUBBER BOOT GASKET (TYPICAL) HYDRANT LEAD LINK SEAL(TYPICAL OF 2) SLOPE GROUT TO SUMP INTEGRAL BASE PIPE SUPPORTS (TYPICAL OF 2) 18' DIA, x i8' DIA. SUMP TO DAYLIGHT PER THE ENGINEER. SECTION A -A PROCESS PRESSURE REDUCING VALVE MANHOLE Notes: FINAL DETAILS FOR THE MANHOLE SHALL BE APPROVED BY THE ENGINEER. SOME ITEMS ARE ROTATED INTO THE PLANE OF PROJECTION FOR CLARITY. VAULT AND INTERNAL PIPING BY BCA NORTHWESTERN POWER OR APPROVED EQUAL. ono TYPICAL PRESSURE REDUCING VALVE OI�E MANHOLE REVISED: 3-16 ENGINEERING DEPARTMENT PLATE Na.: 1010 FILE NAME: G ENG SPECS 1010 1. To ochive the shortest drop Street P°_ D&U height of 35 J", the incoming Pipe opening allows up to 12" pipe must rest on the invert I 6' Meta! fence post i Variable of the 12" access opening. denoting curb box, 2. Trim top section tongue to j it's minimum length of 1" Top / it section DEAD 90 END 22.5'3 45 Access 4" opening 3 53�" 1 18 11" l tongue allows up to 1 18y" 21" ---- 18" --- inspection hood Opening allows up to 12" diameter pipes. -- 6' tongue ronsition section 35�" Sweep sect=.on 1 Minimum drop section REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING FROM ILLEGITMATE USE. Street P°_ D&U 7.0' COVER Pipe opening allows up to 12" 18 2 ' s=ction I 6' Meta! fence post i Variable diameter pipe denoting curb box, PIP£DEAD SIZE I j Top section 90 END it Access opening DEAD 90 END 22.5'3 45 21J" 4" 2 3 Top section 18 2 tongue allows up to >nter Service 18 1 12" of adjustment. - a PE?( Pipe 200 PSI rating 13 2 1. Kor-n-seal manhole or 12 �- - Drick t,Oncre+e k sLiri}Orf 4htek approved equal. m_ -1. si3' & 32i 11 'Sq. lrt - 2. Pipe shall be cut flush with Weer Main 8" 1 1. inside face of wall. Variable length Add 6" crimped pigta-1 to curb stop. 3- All dog houses shall be grouted body section 15 on the inside and outside. body length V-7' 184"-- 4. Precast invert shall be 1/2 in V increments _ D o, of pipe and benches I 21" i ultiple fastening sloped 2" toward invert. 2.14 of the wfatermain specifications. lugs 5. When the manhole or catch 20 .46 I aAiD basin is constructed outside 12 - I the traveled roadway a witness Transition section 1 " I post and sign shall be installed Sweep section E NGINEERING- DEPARTMEII1PLATE'NO.: next to the manhole. 7LE 7 6. No steps shall be installed. 35 1834" 7. Minimum thickness of precast 14 f base is 6" for 14' deep or less, 32 75 F structures and increases 1" in Standard drop section thickness for every 4' of depth -- - - greater than 14' deep. 92 8 CffOF SANITARY SEWER INSIDE 90 21 50 DROP SECTIONS REVISED: 1-2G_ 20 48 113 9 NO.: 46 109 36" f ENGINEERING DEPARTMENT 2104A F FILE NAME: G:' ENG SPECS 2104 138 11 23 REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING FROM ILLEGITMATE USE. MINIMUM FEET OF RESTRAINED PIPE REQUIRED ON EACH SIDE OF BEND FOR DUCTILE IRON PIPE INCREASE MINIMUM LENGTHS BY THE FOLLOWING AMOUNTS IF PIPE IS WRAPPED iN POLYETHYLENE. 50% INCREASE ON ALL DEAD ENDS. 20% INCREASE ON ALL BENDS. Street P°_ D&U 7.0' COVER Variable t Easement Metal Tee posts installed from invert to 3' I 6' Meta! fence post i Variable I denoting curb box, PIP£DEAD SIZE I top 6" pointed blue. ter 45a 90 END 22.5' ! Curb box with 1 1(4" � DEAD 90 END 22.5'3 45 'starlfj ,l.ve and SLU iarlt ry !sod 4" 2 3 8 18 2 3 >nter Service 18 1 1" ID PE/HiOPE Or I 8 17 a PE?( Pipe 200 PSI rating 13 2 I ! /-1"X1` i,>.NrPCyratlan Cock 12 �- - Drick t,Oncre+e k sLiri}Orf 4htek 2 m_ -1. si3' & 32i 11 'Sq. lrt - 4 Weer Main 8" 1 1. Do not plug end of curb stop. 2. Add 6" crimped pigta-1 to curb stop. 3. The service line between the rnait'1 shutoff corp. and curb box shall be one 15 continuous se T1}ees piece of pipe, couplers Will not be permitted -1. Corporation cock to be of the quick compression type as stated in section 12" # t. I 4 , a: t1':O 4'iG'cerrr'tQrft St?eyiftGat+an5. 5. All tops re-Auire use of stainless steel saddles on all rrfalns. 6. Saddles shall be Smith fair 371-372 or approved equal as per section 9 2.14 of the wfatermain specifications. 7. Install Trcfer Wire System as per Detcfl Piste 5505. 20 .46 I aAiD TYPICALff - 12 29 WATER 5 CHEM SERVIC�i 63 5 E NGINEERING- DEPARTMEII1PLATE'NO.: 1 OL S 7LE MINIMUM FEET OF RESTRAINED PIPE REQUIRED ON EACH SIDE OF BEND FOR DUCTILE IRON PIPE INCREASE MINIMUM LENGTHS BY THE FOLLOWING AMOUNTS IF PIPE IS WRAPPED iN POLYETHYLENE. 50% INCREASE ON ALL DEAD ENDS. 20% INCREASE ON ALL BENDS. THE TABLE WAS DEVELOPED FROM CRITERIA IDENTIFIED IN THE 1992 EDITION OF "THRUST RESTRAINT DESIGN FOR DUCTILE IRON PIPE", AS PARI ISHFD RY THF i [[TITh F IRnN PIPF RFSFARCH ASSOCIATION (DIPRA). t - THE TABLE ASSUMES COH GRAN SOIL AND TYPE LAYING CONDITIONS. REFER TO DIPRA FOR MINIMUM LENGTHS IF DIFFERENT SOIL OR LATtNG CONDITIONS ARE ENCOUNTERED. ClIff ur RESTRAINED PiPE MIN= REQUIREMENT FOR DIP REVISED: 2-08 ENGINEERING DEPARTMENT PLATE NO 1011 HLE NAML:G: ENG SPECS 1011 Eccentr of ma PLAN VIEW U Iron Inner Lid - 7" Gasket Ramnek Or Equal 27" ' d'-0" o Q ECCENTRIC 0 WATERTIGHT MANHOLE 48" TOP COVER REMOVED Costing R1755 -E & Lid as per detail 2111. -Tightening Screw Bolt down cover where required. (S.S. fasteners, 6" Concrete Collor No Rings a a Security i Saddle Plate a I""0"- Ring gasket ltiin ur WATERTIGHT OMEN MANHOLE REVISED: 11-14 ENGINEERING DEPARTMENT PLATE Ne-: 2105 FILE NAME: G: ENG SPECS 2105 wA ER Tyler No. 6860 7.5 Minimum cover required Mueller No. H-10.361 over top of water main. Bihby- Ste -Croix No. B-5160 Provide Valve Stem Risers To Within 4" Of The Surface DROP LID If The Distance From The Top Nut Of The Valve To The Surface Is Greater Than 8'. Grade L_ _J Adjust top to 3/4" below Tyler No. 6860 26" grade. Box to be set to Mueller No. H-10361 26" provide 12" of adjustment. Bibby -Ste -Croix No. V8502 27" TSP Tyler No. 6860 Mueller No. H-10357 Tyler No. 58 14" Bibby -Ste -Croix B-5001 5i l Gate valve box, screw type, No. 59 18" I 3 piece, 5 1/4" shaft, size No. 60 24" I G box, 7'-6' extended, Mueller No. 58 14" #6 round base No. 59 20" Bibby -Ste -Croix V8520 No. 57 9" Gate Valve Adapter: 1/4" V8521 No. 58 14" Steel With Protective EXTENSION VB522 No. 59 20" Coating, 112" Rubber V8523 No. 60 26" Gasket 'installed Between The Gote Valve And Gate Valve Adapter. Tyler No. 6860 65" Mueller No. H-10361 65" ) Clow, Mueller or Bibby -Ste -Croix No. V8516 60" Approved Equal Resilient Wedge Valve Conforming to AWWA Valve and Box to be C-509 Standards With BOTTOM plastic wrapped per Stainless Steel Nuts section 2.030 & Boits and 2" I Bronze Operating Nut. 8"x8"x16" Concrete Block AID TYPICAL GATE VALVE AND BOX INSTALLATION REVISED:3-1s PLATE ND.: ENGINEERING DEPARTMENT 1 006 FILE NAME: G:\ENG\SPECS\1006 PL VARIABLE a I � i D&U EASEMENT I i VARIABLE SERVICE VARK£RS SHALL BE l ; i METAL TEE POSTS NSTALLED FROM INVERT TO 3' ABOVE I F 1NISH GRADE TOfj 6" PAINTED I GREEN.(S E NOTE #2 BELC`W) It u CVER_AP ON TEE POSTS cr WYE PLUGGED END / r-- 45 DEGREE BEND 1 E __--ICry 6" PVC SDR -26 PIPE MIN. SL -OPE 1/4" PER FOOT I /2 PIPE DIAMETER MMI. -SANIfTARY SEWER GRAVITY MAIN NOTES - 1. SOLVENT WED ALL. JOINTS_ (NON GASRETED) 2. WHEN SANITARY SEY R SERVICE IS NOT ACCOMPANIED BY A WATER SERVICE IN THE SAME TRENCH. INSTALL A HEAVY METAL TEE POSTS FROM INVERT TO 3 APC -V-- FINSHED GRADE AND PAINT TOP 6" OF POST FLUORESCENT GREEN PAINT. 3. CLEANOUT REQUIRED ON PRIVATE PROPERTY IF DISTANCE FROM MA0141 TO Ho EXCEEDS LTO T. =`EE 4. ALL PPE SHALL BE BEDDED ON GRANULAR BEDDING (3149.2-F) OF COURSE F:LTER AGGREGATE (3149.2-H). 5. INSTALL TRACER WIRE SYTEM IPER .;PLC'S -- DETAIL PLATE 5507. 6, WHEN A SIDEWALK OR TRAIL IS PRESENT IN THE BLVD, T -HE SERVICE MAY I F_X TENS INTO Tnfa�lfEy D& E ASEM£N T SNTH THE GIT`! ENG NEERS APPROVAL. r 'ori,[ i OF TYPICAL SANITARY SIDIJER SERVICE v THAN 16' DEET , E -:7 7 E Z__ I PLAT E NO.: F I �, .,� 300 i Ed1 CONNEf 31ONS I Slab :o be furnished with 4 27" Dia. offset opening PLAN *VIEW 1758-E Costing & Lid, as per deta i 2111 l- - .•- �,� _onc:rete Adjustment Rings, See Detail 2110 6' Th,ck concrete Collar Ada Mastic Between Frame And Rings 4 I�� Precast Reinforced Manhole Slab -1AVNfC9 !A EQUAL 48,. r? sera �• k 0 RING GASKET OJD PWi S'NtELD • 2" H -TEC MODEL 986 PRESSURE AIR RELEASE VAeVE OR EouAL t I`' PIPE TO 3E INSTALLED N x1AN140LE USING BOL' -` COW4ECTIONS Tt -0IJGH MAt iL-E WALLS - 12"' PIPE SUPPORT 1 lNTER�ED IN STRUCTURE s � 1- .r -- INTEGRAL PRCC,AST CONCRETE" BASE SECTION VIEW lam; 1. WHEN THE MANHOLE OR CATCH BASIN STRUCTURE =S CONSTRUCTED at1T5i1DE Or Tl z IRLED ROADWAY A W!TNFSS POST ANL' SIGN SHALt, BE lNSTA;,LEO NEXT TO 'T4F MANHOLE. �.' `APSfN WATERMAIN SNAvL USE FIULt_ BODY STAINLESS STEEL SADDLE ffff OF FORCEMAIN AIR RELEASE clam VALVE MAN H01 F REVISED; 12-19 iEERIt1G D=PART!;1EtT 0E 4 41A 'ifuu MEN MEMO I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT \�ti�Rs S�RLF AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE C, o LAWS OF THE STATE OF MINNESOTA.-II�u , I (P SATHRE-BERGIQUIST INC. 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000 w N� 4� ROBERTS. MOLSTAD, P.E.-, / 8 c�F�s Date: 0-7 log &.6 Lic. No. L- i°� CITY PROJECT NO. CHANHASSEN, MINNESOTA DROP LID 7.5" Minimum cover required waTER Tyler No. 6860 over top of water main. Mueller No. H-10361 Bibby -Ste -Croix No. B-5160 Provide Valve Stem Risers To Within 6" Of The Surface If The Distance From The Top Nut Of The Valve To The Surface Is Greater Than 8'. Grade L --t' TOP L , Adjust top to 3/4" below Tyler No. 6850 26" grade. Box to be set to Mueller No, H-10361 25" provide 12" of adjustment - Bibby -Ste -Croix No. VB502 27" Tyler No. 6850 EXTENSION Mueller No. H-10357 Bibby -Ste -Croix B-5001 Tyler No. 5814" Gate valve box, screw type, No. 59 i8" 3 piece, 5 1/4" shaft, size No. 60 24" G box, 7'-6" extended. Mueller No. 58 14" No. 59 20" Bibby -Ste -Croix Valve and box to be plastic V6520 No. 57 9" j wrapped as per section 2.03a VB521 No. 58 14" V6522 No. 59 20" V8523 No. 60 26" Tyler No. 6850 65" Mueller No. H-10361 65" I Butterfly Valve Box Bibby -Ste -Croix No. VB516 60" Adapter End View 7. I a Butterfly Valve (16" or larger) Dresser 450 HenryPratt Groundhog,/ Line Seal Ill Mueller 1508 Kennedy, American or approved equal I i With all stainless steel nuts & bolts. 8"x8"x16" Solid Concrete blocks CM OF TYPICAL BUTTERFLY VALVE AND BOX INSTALLATION REVISED: 3-16 PLATE NO.: ENGINEERING DEPARTMENT 1007 FILE NAME: G:\ENG\SPECS\1007 CL PL i 7.0' COVER t Varies f Metal Tee posts installed from invert to 3' 7.5' COVER I 8.0' I COVER PIP£DEAD SIZE I 22.5' 45a 90 END 22.5' 45 DEAD 90 END 22.5'3 45 DEAD 90' { END 4" 2 3 8 18 2 3 8 18 1 3 8 17 6" 2 5 12 26 2 5 11 25 2 4 11 125 8" 1 3 6 15 34 3 6 15 33 3 1 6 14132 12" 4 9 22 50 4 9 21 48 4 8 20 .46 I 16" 6 12 29 65 5 11 27 63 5 11 26 61 20" 7 15 35 80 7 14 34 77 6 113 32 75 24" ! 8 17 41 95 8 16 40 92 8 16 38 89 30" 90 21 50 117 10 20 48 113 9 19 46 109 36" 12 24 59 138 11 23 57 133 11 l 22 541129 42" i 13 28 67 159 13 27 65 153 12 26 62 ' 148 48" 15 1 31 75 179 14 30 72 1731 14 29 69 167 THE TABLE WAS DEVELOPED FROM CRITERIA IDENTIFIED IN THE 1992 EDITION OF "THRUST RESTRAINT DESIGN FOR DUCTILE IRON PIPE", AS PARI ISHFD RY THF i [[TITh F IRnN PIPF RFSFARCH ASSOCIATION (DIPRA). t - THE TABLE ASSUMES COH GRAN SOIL AND TYPE LAYING CONDITIONS. REFER TO DIPRA FOR MINIMUM LENGTHS IF DIFFERENT SOIL OR LATtNG CONDITIONS ARE ENCOUNTERED. ClIff ur RESTRAINED PiPE MIN= REQUIREMENT FOR DIP REVISED: 2-08 ENGINEERING DEPARTMENT PLATE NO 1011 HLE NAML:G: ENG SPECS 1011 Eccentr of ma PLAN VIEW U Iron Inner Lid - 7" Gasket Ramnek Or Equal 27" ' d'-0" o Q ECCENTRIC 0 WATERTIGHT MANHOLE 48" TOP COVER REMOVED Costing R1755 -E & Lid as per detail 2111. -Tightening Screw Bolt down cover where required. (S.S. fasteners, 6" Concrete Collor No Rings a a Security i Saddle Plate a I""0"- Ring gasket ltiin ur WATERTIGHT OMEN MANHOLE REVISED: 11-14 ENGINEERING DEPARTMENT PLATE Ne-: 2105 FILE NAME: G: ENG SPECS 2105 wA ER Tyler No. 6860 7.5 Minimum cover required Mueller No. H-10.361 over top of water main. Bihby- Ste -Croix No. B-5160 Provide Valve Stem Risers To Within 4" Of The Surface DROP LID If The Distance From The Top Nut Of The Valve To The Surface Is Greater Than 8'. Grade L_ _J Adjust top to 3/4" below Tyler No. 6860 26" grade. Box to be set to Mueller No. H-10361 26" provide 12" of adjustment. Bibby -Ste -Croix No. V8502 27" TSP Tyler No. 6860 Mueller No. H-10357 Tyler No. 58 14" Bibby -Ste -Croix B-5001 5i l Gate valve box, screw type, No. 59 18" I 3 piece, 5 1/4" shaft, size No. 60 24" I G box, 7'-6' extended, Mueller No. 58 14" #6 round base No. 59 20" Bibby -Ste -Croix V8520 No. 57 9" Gate Valve Adapter: 1/4" V8521 No. 58 14" Steel With Protective EXTENSION VB522 No. 59 20" Coating, 112" Rubber V8523 No. 60 26" Gasket 'installed Between The Gote Valve And Gate Valve Adapter. Tyler No. 6860 65" Mueller No. H-10361 65" ) Clow, Mueller or Bibby -Ste -Croix No. V8516 60" Approved Equal Resilient Wedge Valve Conforming to AWWA Valve and Box to be C-509 Standards With BOTTOM plastic wrapped per Stainless Steel Nuts section 2.030 & Boits and 2" I Bronze Operating Nut. 8"x8"x16" Concrete Block AID TYPICAL GATE VALVE AND BOX INSTALLATION REVISED:3-1s PLATE ND.: ENGINEERING DEPARTMENT 1 006 FILE NAME: G:\ENG\SPECS\1006 PL VARIABLE a I � i D&U EASEMENT I i VARIABLE SERVICE VARK£RS SHALL BE l ; i METAL TEE POSTS NSTALLED FROM INVERT TO 3' ABOVE I F 1NISH GRADE TOfj 6" PAINTED I GREEN.(S E NOTE #2 BELC`W) It u CVER_AP ON TEE POSTS cr WYE PLUGGED END / r-- 45 DEGREE BEND 1 E __--ICry 6" PVC SDR -26 PIPE MIN. SL -OPE 1/4" PER FOOT I /2 PIPE DIAMETER MMI. -SANIfTARY SEWER GRAVITY MAIN NOTES - 1. SOLVENT WED ALL. JOINTS_ (NON GASRETED) 2. WHEN SANITARY SEY R SERVICE IS NOT ACCOMPANIED BY A WATER SERVICE IN THE SAME TRENCH. INSTALL A HEAVY METAL TEE POSTS FROM INVERT TO 3 APC -V-- FINSHED GRADE AND PAINT TOP 6" OF POST FLUORESCENT GREEN PAINT. 3. CLEANOUT REQUIRED ON PRIVATE PROPERTY IF DISTANCE FROM MA0141 TO Ho EXCEEDS LTO T. =`EE 4. ALL PPE SHALL BE BEDDED ON GRANULAR BEDDING (3149.2-F) OF COURSE F:LTER AGGREGATE (3149.2-H). 5. INSTALL TRACER WIRE SYTEM IPER .;PLC'S -- DETAIL PLATE 5507. 6, WHEN A SIDEWALK OR TRAIL IS PRESENT IN THE BLVD, T -HE SERVICE MAY I F_X TENS INTO Tnfa�lfEy D& E ASEM£N T SNTH THE GIT`! ENG NEERS APPROVAL. r 'ori,[ i OF TYPICAL SANITARY SIDIJER SERVICE v THAN 16' DEET , E -:7 7 E Z__ I PLAT E NO.: F I �, .,� 300 i Ed1 CONNEf 31ONS I Slab :o be furnished with 4 27" Dia. offset opening PLAN *VIEW 1758-E Costing & Lid, as per deta i 2111 l- - .•- �,� _onc:rete Adjustment Rings, See Detail 2110 6' Th,ck concrete Collar Ada Mastic Between Frame And Rings 4 I�� Precast Reinforced Manhole Slab -1AVNfC9 !A EQUAL 48,. r? sera �• k 0 RING GASKET OJD PWi S'NtELD • 2" H -TEC MODEL 986 PRESSURE AIR RELEASE VAeVE OR EouAL t I`' PIPE TO 3E INSTALLED N x1AN140LE USING BOL' -` COW4ECTIONS Tt -0IJGH MAt iL-E WALLS - 12"' PIPE SUPPORT 1 lNTER�ED IN STRUCTURE s � 1- .r -- INTEGRAL PRCC,AST CONCRETE" BASE SECTION VIEW lam; 1. WHEN THE MANHOLE OR CATCH BASIN STRUCTURE =S CONSTRUCTED at1T5i1DE Or Tl z IRLED ROADWAY A W!TNFSS POST ANL' SIGN SHALt, BE lNSTA;,LEO NEXT TO 'T4F MANHOLE. �.' `APSfN WATERMAIN SNAvL USE FIULt_ BODY STAINLESS STEEL SADDLE ffff OF FORCEMAIN AIR RELEASE clam VALVE MAN H01 F REVISED; 12-19 iEERIt1G D=PART!;1EtT 0E 4 41A 'ifuu MEN MEMO I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT \�ti�Rs S�RLF AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE C, o LAWS OF THE STATE OF MINNESOTA.-II�u , I (P SATHRE-BERGIQUIST INC. 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000 w N� 4� ROBERTS. MOLSTAD, P.E.-, / 8 c�F�s Date: 0-7 log &.6 Lic. No. L- i°� CITY PROJECT NO. CHANHASSEN, MINNESOTA DROP LID 7.5" Minimum cover required waTER Tyler No. 6860 over top of water main. Mueller No. H-10361 Bibby -Ste -Croix No. B-5160 Provide Valve Stem Risers To Within 6" Of The Surface If The Distance From The Top Nut Of The Valve To The Surface Is Greater Than 8'. Grade L --t' TOP L , Adjust top to 3/4" below Tyler No. 6850 26" grade. Box to be set to Mueller No, H-10361 25" provide 12" of adjustment - Bibby -Ste -Croix No. VB502 27" Tyler No. 6850 EXTENSION Mueller No. H-10357 Bibby -Ste -Croix B-5001 Tyler No. 5814" Gate valve box, screw type, No. 59 i8" 3 piece, 5 1/4" shaft, size No. 60 24" G box, 7'-6" extended. Mueller No. 58 14" No. 59 20" Bibby -Ste -Croix Valve and box to be plastic V6520 No. 57 9" j wrapped as per section 2.03a VB521 No. 58 14" V6522 No. 59 20" V8523 No. 60 26" Tyler No. 6850 65" Mueller No. H-10361 65" I Butterfly Valve Box Bibby -Ste -Croix No. VB516 60" Adapter End View 7. I a Butterfly Valve (16" or larger) Dresser 450 HenryPratt Groundhog,/ Line Seal Ill Mueller 1508 Kennedy, American or approved equal I i With all stainless steel nuts & bolts. 8"x8"x16" Solid Concrete blocks CM OF TYPICAL BUTTERFLY VALVE AND BOX INSTALLATION REVISED: 3-16 PLATE NO.: ENGINEERING DEPARTMENT 1007 FILE NAME: G:\ENG\SPECS\1007 CL PL i VARIES I D&U Esmt. i t Varies f Metal Tee posts installed from invert to 3' above finish grade top 6" painted green. ,� a C 0 I Bend as Needed Plug t� 0 v 4wtin. Slope = 1/4"/Ft. Service Marker �- Limits of Excavation I I 6" PVC SDR -26 Wye & service line. (see note #5 below) I Tomped Fill i_ Tee or Wye and 45' bend Sonitory Sewer 1 C.Y. Concrete Encasement Install poly between concrete and piping NOTES: 1. Solvent Weld all Joints. (Non Gasketed) 2. When Sanitary Sewer Service is not Accompanied by a Water Service in the Some 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. Cleanouts ore Required on Private Property if Distance from Main to House Exceeds 90 Feet. 5. When depth is greater than 26' C-900 pipe shall be used for sanitary sewer mainlines and risers. 6. Install Tracer Wire System as per Spec's - Detail Plate #5507. 7. Nher c s.aewo: J :rail is present In the D°vd. the _e mov be _ _v into the D &U e - - : _ with the city engineerapproval. UR OF SANITARY SERVICE RISER C N (GREATER THAN 16' DEEP) REVISED: 11-19 ENGINEERING DEPARTMENT PLATE NO.: 2002 FILE NAME: G: \ENG\SPECS\2002 r / 1 PLAN VILA low\ ADD MASTIC BETWEEN PROVIDE I&I BARRIER ON ALL SANITARY FRAME AND RINGS SEWER MANHOLES (SEE PLATE 2109) iMANHOLE CASTING, LID & ADJUSTING RINGS 8" AS PER DETAIL PLATES (2110 & 2111.) t 27" 6" CONCRETE COLLAR 4'-0" PRECAST ECCENTRIC REDUCER SECTION 1 4" ALL JOINTS IN MANHOLE TO HAVE "0"RING -0RUBBER GASKETS. INFI-SHIELD EXTERNAL uJ 4'-0" ' SEALS AS REQUIRED BY THE ENGINEER. a 5" > " 8" THICK x 7'-6" DIAMETER PRECAST CONCRETE SLAB WITH #4 0 8" E.W. 2-#4 BARS ALL SIDES OF OPENING SEALED WITH 2 BEADS o� 7" OF RAiIINEK OR EQUAL co 7, 0„ NOTE: KOR-N-SEAL MANHOLE REQUIRED. E SECTION_VIEW 8" THICK x 7'-6" DIAMETER PRECAST CONCRETE SLAB WITH #4 0 8' E.W. NOTES: 1. WALLS TO BE CONSTRUCTED OF PRECAST SECTIONS. 2. MIEN THE MANHOLE OR CATCH BASIN STRUCTURE IS CONSTRUCTED OUTSIDE THE TRAVELED ROADWAY A WITNESS POST AND SIGN SHALL BE INSTALLED NEXT TO THE MANHOLE. Cfff fir Vf TOP SLAB MANHOLE 48" DIA. SECTION REVISED:10-16 ENGINEERING DEPARTMENT PLATE No.: 21 G7 FILE NAME. G. \ENC\SPECS\2107 DETAIL SHEETS THE BLUFFS AT LAKE LUCY CHAN THREE DEVELOPMENT, INC FILE NO. 3120-079 17,00 23 ONE EXTRA BAR IN BOTTOM urmountab yah A I A into a B-618 type curb at catchbosin, iI it l�T-� Catcr!�osin frame & grate RAISED FLUSH Neenc'+ R -3067-V or VB grate .' or Precast =i 5„ 3' Minimum At Surmountable concrete Y9 I��1 inside and outside. TWO EXTRA BAR IN BOTTOM 6"Min. base PLAN OF COVER F# A 2- VB Grates shall be used COVER DIA. K -r NOTE Catchbasin to be depressed 2" Mars r 27" C' i �. Neenah R -3067-V6 shall be used [ MANHOLE DIA. z at all law points. ISOMETRIC Not fr, 2-;p4-12' Long Rebar 1,nnla Granular filter shall be 3" of SECTION A 3/4°' clear limestone under 36" TO 48" 23 to 38 CY CL.3 rip rap on 2 layers of COVER REQUtRMENTS up CL4 50OX MIRAFI fabric or equal. MANHOLE COVER WEtGHT OF BOTTOM T K TOP i DIAMETER DIAMETER, SECTION I BARS BARS I 28" " 1140 LBS. 6" 6" NO. 5@ 6 54" 65" 2000 LBS. 8" 6" N0. -546' Granular Filter I 60" 72" 2525 LBS. 8" 7" NO. 50 4" 1,10. 30 6" 3 66 79" 3105 LBS. t 8 ? N0. SCS 4 NO. 3@ 6 s RIPRAP 72 86" 3740 LBS. ' 8 8 NO- 50 4 NO. 3@ 6 ; 4. Grates will be n`aode in (2) helves of hest--dipped-gaivon'zed metal. 78" 1 93'" 4403 LBS. 8 8" NO. 5-4 4 i NO. 3@ 4 MIRAFI 50OX Geotextile 84" 100" 5710 LBS. 8" 9" NO. 5@ 4" ' NO. 3@ 4" IORTEaTIO: STRUCTURE 90" 106" 5840 LBS. 8" 9" NO. 50 4" NO. 30 4" REVISED: 3-19 96 113" 6680 LBS, 8 9 NO. 30:41 Minimum thickness of precast base stab is 6" for 14' depth or less and increases to a minimum slab 102" 119" 7450 LBS. 8" 9" NO. 50 4" ;NO. 30 4"; SECTIONthan 14' or if the structure is larger DETAIL REVISED: 12-19PLATE ENGINEERING DEPARTMENT CM OF NO.: �` FILE NAME: G ENG SPECS 3107 3.If a sump is required a minimum diameter at pipe and slope 2" toward invert. MANHOLE below the lowest pipe invert in the C MEN TOP SLAB p� C111Of REVISED:1-10 0 ENGINEERING DEPARTMENT PLATE NO.: 21 GH FILE NAME:G:ENG SPECS'2108 Compacted Native Fill Material, Cornpacted tad 95% of the Standard' Proctor Density/ Use M-NDOT 3149 -Vv, l s Granular Materia r 12 Embedment Bc fi Material MNDOT 3149.2E 6'� T- , �= �` Foundation Material =i }- MNDOT 3149.2H If Required (see Nate 1) j"Bc" Denotes Outside Hll�ii ll_ ` Diameter of Pipe 2' 2' Outside Pipe Diameter II Compacted notive fill material/95% proctor MNDOT 3149.2B MNDOT 3149.2H 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 occordonce 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 N0. 200 sieve. 3. Trench slopes shall conform to current OSHA rules and regulations for excavations and trenches. CITrYOF PIPE BEDDING OMEN FOR P.V.C. PiPE REVISED: 11-19 PLATE No.: ENGINEERING DEPARTMENT 2203 FILE NAME: G: \ENG\SPECS\22x3 4- t-NEENAH R-1737 j OR EQUAL 1 1 ANGLE 3RL4h 2"x3" z 4'-0" s 5f16 ( " /j PLACE 3' LEG VERTICAL & PANT WiTf, ONE COAT REO LEAD PRIMER s=aS �_- I -i P! -AN • + 2,E R 5 I {---w-w a "_ � I Ira t JL' s i a SECTION A --A. 2-#ta. 5 BENT REINFcrNc SECT . BARS 6 LONG EILEV, 2-1 j 2'ssE` SENT BOLTS CURB OPENING If -- - -- 1fOPENING 6 i II - f CATCI-t BASIN ll<A:1 - t ti I a TAPER CURB TO � (- $6.$ 11" HIGH � ?, � e�`1 � I CURB ds GUTTER 44111E AT BASIN �; l i T y SCRETE GTt t R{3 & GUTTER S "T_& CONCREAPRON 10 BE 4::-. ,. 1 IFI✓NCOa6sTRt3CTM BY OTHERS 4 { 1 LONG STEEL -6 NO. 4 BARS x 4'-4` LONG AT i 2g O,C. TO DE ON TOP v � OF DW_;*NAL STEE'. f i4 r i Itd PONT 6" BELOW NORMAL DIAGONAL A S'EEt-4 NL3. 4 9 _ - � _ BARS x 3 -3' LONC TO BE ON +Rz a + e GJTTf R GRADE TOP OF SHIT STEEL TAPER cuRe AS ABOVE A3E'Ea'k STE EL 4i J 00"l - CORNER Y I BARS x 3 e LOW TO 8F_ ' 'F ' ' x' TO S/ •i t;LEAR FRL'M `'i;'f \S.LO. BOTTOM SLAB ,� '4 Ef NO SCALE PLAN MY OF HIGH CAPACITY CA %C1H BASIN IN 13618 CONCRETE CURB REVISED_ 2-10 p ` 0,. L',,,iN_ERI€ G DEPARTME I 310 51 FILE "i /I BARRIER" INNER MANHOLE RING SEAL 6" CONCRETE COLLAR-, PRECAST MANHOLE CONE SECTION MANHOLE CASTING & LID AS PER DETAIL PLATES (2110 & 2111) HDPE, EPP OR PRECAST CONCRETE ADJUSTING RINGS MANUFACTURES SEALANT OR MASTIC SEAL BETWEEN i&1 RARRIFR AND fiTRt.ICT1RE 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 NO RINGS OR MORE THAN 18" OF ADJUSTMENT RINGS. CPI'Yflu V1 I & I CREW BARRIER REVISED:10-16 PLATE NO.: FILE NAME: G: ENG SPECS 2?Q9 I ENGINEERING DEPARTMENT 2100 SHOWN AS TYPkCAL 12" O.D. 12" PROPOSED SEWER 18" MIN. SEPARATION I 4" DIRECT BURY MINIMUM 6" OF INSULATION MiNIMUM COMPACTED SAND L Z1OR AS DIRECTED BY 11. THE ENGINEER. ONE PiPE LENGTH Notes: 1. INSULATION DETAILS SITE SPECIFIC, SEE ENGINEER FOR APPROVAL BEFORE CONSTRUCTION. 2. INSULATION AND COMPACTED SAND SHALL EXTEND 12" PAST OUTSIDE OF PIPE. 3. INSULATION SHALL OVERLAP AT JOINTS BY A MINIMUM OF 12". Inip OWN= UIij Vf INSULATED PIPE CROSSING REVISED: 11-19 PLATE NO.: ENGINEERING DEPARTMENT 2204 FILE NAME: G:\EN_ SPECS 2204 e c 29, 10' Transition 10' Transition o o O c Top of curb 1 I o n2 - I x W ' W E I � -1 2-#4-12' Long R ebors Design gutter line grade Frame & casting SECTION A -A Not to Scale CliiOF CURB CONSTRUCTION AT CATCH BASIN REVISED: 12-19 PLATE NO.: ENGINEERING DEPARTMENT 3106 FILE NAME: G ENG SPECS 3106 .25"-.5" ��- 2" BIT. WEAR II&I BARRIER REQUIRED ON 2"' BIT BASE SANITARY STRUCTURES ONLY 'Al i SEE DETAIL 2109 �� MIN. 2-2"ADJ. RINGS MAX. 3 ADJ. RINGS :` 6" THICK CONCRETE 27'" COLLAR NOTE: 2 -PIECE COVER RISER RINGS ARE NOT ALLOWED. BIT. WEAR COURSE ADJ. DETAIL MANHOLE CASTING & LID SHALL AS BE PER DETAIL 2111. VARIES - BITUMINOUS EASE OR BINDER a MANUFACTURES SEALANT -f HDPE, EPP OR BETWEEN FRAME AND RINGS PRECAST CONCRETE ADJUSTING RINGS I&i BARRIER REQUIRED ON r 6" THICK CONCRETE SANITARY STRUCTURES ONLY 2, SEE DETAIL 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 AND EPP ADJUSTING RINGS SHALL BE INSTALLED WITH MANUFACTURES SEALANT OR APPROVED EQUAL. 3. ALL ADJUSTS SHALL INCLUDE NEW RINGS FROM CASTING TO CONE. 4. WOOD SHIMS NOT PERMITTED TO BE USED IN ADJUSTING RINGS. 5. WEAR COURSE SHALL USE STEEL ADJUSTING RING INSERTS PER MANUFACTURES SPECS. WITH ENGINEERS APPROVAL. SOF MANHOLE CASTING AND >Gi1 ADJUSTING DETAIL REVISED: 1-20 PLATE NO.: ENGINEERING DEPARTMENT 2110 FILE NAME: G - ENG SPECS 211D Manhole Casting, Lid and Adjusting Rings (See Plates 2110 & 2111) f_----6" Concrete Collar Manhole steps shall be 1 Neenah R -1981J, 16" on center. I. �k Steps Shall be on Downstream I-- Side Unless Pipe Diameter is j 18" or Larger All joints in manhole to have "O"ring rubber goskcts. 4' 0>, TIC Pipe shall be cut off 4" from the inside face of the manhole wall. 5"- I �? Precast Inverts Must be 1/2 of % Pipe Diameter and Benches / SECTION VIEWSloped 2" Toward the Invert Minimum thickness of precast base slab is 6" for 14' depth or less and increases to a minimum slab thickness of 8" at depths greater than 14' or if the structure is larger then 48" diameter. NOTE: 1. All dog houses shall be grouted both inside and outside of the structure. Z When the manhole or catch basin structure is constructed outsideof the traveled roadway a witness post and sign (MH) shall be installed next to the MH 3. If a sump MH is required, a minimum sump depth of 4' shall be constructed below the lowest pipe invert in the structure. ©CITYOF Ctll�l�llle►l►)ri11 STANDARD STORM MANHOLE 0 REVISED: 10-16 PLATE NO.: ENGINEERING DEPARTMENT 31100 FILE NAME: G: EN PECS' 310D to urmountab yah Su, e curb & gutter to be transitioned �d o into a B-618 type curb at catchbosin, DATE Catcr!�osin frame & grate RAISED FLUSH Neenc'+ R -3067-V or VB grate .' or Precast =i 5„ 3' Minimum At Surmountable concrete Y9 curb & gutter - inside and outside. i 6"Min. base n' F# A 2- VB Grates shall be used 00 v r NOTE Catchbasin to be depressed 2" Mars below design gutter line grade. �. Neenah R -3067-V6 shall be used � A at all law points. ISOMETRIC Not fr, 2-;p4-12' Long Rebar 1,nnla e c 29, 10' Transition 10' Transition o o O c Top of curb 1 I o n2 - I x W ' W E I � -1 2-#4-12' Long R ebors Design gutter line grade Frame & casting SECTION A -A Not to Scale CliiOF CURB CONSTRUCTION AT CATCH BASIN REVISED: 12-19 PLATE NO.: ENGINEERING DEPARTMENT 3106 FILE NAME: G ENG SPECS 3106 .25"-.5" ��- 2" BIT. WEAR II&I BARRIER REQUIRED ON 2"' BIT BASE SANITARY STRUCTURES ONLY 'Al i SEE DETAIL 2109 �� MIN. 2-2"ADJ. RINGS MAX. 3 ADJ. RINGS :` 6" THICK CONCRETE 27'" COLLAR NOTE: 2 -PIECE COVER RISER RINGS ARE NOT ALLOWED. BIT. WEAR COURSE ADJ. DETAIL MANHOLE CASTING & LID SHALL AS BE PER DETAIL 2111. VARIES - BITUMINOUS EASE OR BINDER a MANUFACTURES SEALANT -f HDPE, EPP OR BETWEEN FRAME AND RINGS PRECAST CONCRETE ADJUSTING RINGS I&i BARRIER REQUIRED ON r 6" THICK CONCRETE SANITARY STRUCTURES ONLY 2, SEE DETAIL 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 AND EPP ADJUSTING RINGS SHALL BE INSTALLED WITH MANUFACTURES SEALANT OR APPROVED EQUAL. 3. ALL ADJUSTS SHALL INCLUDE NEW RINGS FROM CASTING TO CONE. 4. WOOD SHIMS NOT PERMITTED TO BE USED IN ADJUSTING RINGS. 5. WEAR COURSE SHALL USE STEEL ADJUSTING RING INSERTS PER MANUFACTURES SPECS. WITH ENGINEERS APPROVAL. SOF MANHOLE CASTING AND >Gi1 ADJUSTING DETAIL REVISED: 1-20 PLATE NO.: ENGINEERING DEPARTMENT 2110 FILE NAME: G - ENG SPECS 211D Manhole Casting, Lid and Adjusting Rings (See Plates 2110 & 2111) f_----6" Concrete Collar Manhole steps shall be 1 Neenah R -1981J, 16" on center. I. �k Steps Shall be on Downstream I-- Side Unless Pipe Diameter is j 18" or Larger All joints in manhole to have "O"ring rubber goskcts. 4' 0>, TIC Pipe shall be cut off 4" from the inside face of the manhole wall. 5"- I �? Precast Inverts Must be 1/2 of % Pipe Diameter and Benches / SECTION VIEWSloped 2" Toward the Invert Minimum thickness of precast base slab is 6" for 14' depth or less and increases to a minimum slab thickness of 8" at depths greater than 14' or if the structure is larger then 48" diameter. NOTE: 1. All dog houses shall be grouted both inside and outside of the structure. Z When the manhole or catch basin structure is constructed outsideof the traveled roadway a witness post and sign (MH) shall be installed next to the MH 3. If a sump MH is required, a minimum sump depth of 4' shall be constructed below the lowest pipe invert in the structure. ©CITYOF Ctll�l�llle►l►)ri11 STANDARD STORM MANHOLE 0 REVISED: 10-16 PLATE NO.: ENGINEERING DEPARTMENT 31100 FILE NAME: G: EN PECS' 310D DESIGNER NO. BY DATE REVISIONS 4 TCW DRAWN BY i� CHECKED BY RSM DATE 07/08/20 RAISED FLUSH �RIPRAP A I Precast =i 5„ 3' Minimum At rv! grouted on both the CrffUf inside and outside. i 6"Min. base I 4 MANHOLE CASTINGS 2- VB Grates shall be used f 5D I AND LIDS DETAIL PLAN RIPRAP RQUIR MENTS NTS FILE NAME: G:\ENG\SPECS 2111 PIP IA. RIPRAP REQUIRED E D EQU ED NATE 12" TO 24" 8 to 12 CY CL3 Granular filter shall be 3" of 27" TO 33" 14 to 20 CY CL.3 3/4°' clear limestone under 36" TO 48" 23 to 38 CY CL.3 rip rap on 2 layers of 54" AND UP 62 CY and up CL4 50OX MIRAFI fabric or equal. (One cubic yard is approximately 2,800 lbs.) Top of barrel section under top slab RIPRAP N to have flat top edge sealed with 2 beads of Romnek or equal. MIRAFI 50OX Geotextile Granular Filter Varies SECTION A -A NTS '10 TES: i7 RIPRAP N - Precast concrete section 4. Grates will be n`aode in (2) helves of hest--dipped-gaivon'zed metal. Granular Filter Weir wall to be poured n--_cio" (Using Pre -Approved Hydrophilic Water Stops) or f,4anufacturaa Precast Structure, no slide in Weir iii MIRAFI 50OX Geotextile G- Weir wall to be offset 6" an structure taiii ir:et side of structure. SECTION B -B CITYO' IORTEaTIO: STRUCTURE NTS equal, 16" on centers. & D'RAINTILE REVISED: 3-19 Uil1 ur Qa _ 4p` i Minimum thickness of precast base stab is 6" for 14' depth or less and increases to a minimum slab RIP RAP CIA= /// thickness of 8" at depths greater SECTIONthan 14' or if the structure is larger DETAIL REVISED: 12-19PLATE ENGINEERING DEPARTMENT NO.: �` FILE NAME: G ENG SPECS 3107 DESIGNER NO. BY DATE REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING FROM ILLEGITMATE USE. TCW DRAWN BY TCW CHECKED BY RSM DATE 07/08/20 9/16'1 1 2 LETTERS - -9/16` 1/2' LETTERS 5f16' RAISED FLUSH 5/16 RAISED FLUSH FONT "BIRCH" FONT "BIRCH- �y Q CUSTOM LOGOCUSTOM LOGO • RAISED FLUSH RAISED FLUSH CONCEALED CONCEALED PICKHOLE�e �„� PICKHCILE PER NF 1015 1 PER NF 1015 40 , --7t- � 1 3�8• - 2" LETTERS 1' 2 1/4' RAISED FLUSH 'a 1 i MACH. GROOVE iN LID SEAT F I 3/4' OIL RESISTANT T -GASKET, NITRILE, (60 DURO) T-SEAL/CONCEALED PICKHOLE DETAIL GASKETED UDS USED FOR SANITARY AND WATER MANHOLES -' -9/16" 1 1/2" LETTERS 51 16' RAISED FLUSH FONT "BIRCH" :USTOM LOGO tAISED FLUSH CONCEALED PICKHOLE PER NF 1015 2' LETTERS RAISED FLUSH COMPONENT NUMBERS: ALL FRAMES ARE: 1642 CHANHASSEN LOGO LID NUMBERS: 5631 - SANITARY MANHOLES 5634 - STORM MANHOLES 5640 - WATER MANHOLES 1. BOLTS NOT REQUIRED UNLESS CALLED OUT IN SPECIAL CONDITIONS, NOTE: 1-- V Grate (Shown) 2- VB Grate used of el!ll low points. 0 t Face of Curb Direction of Flow i .n PI AN Catchbasin casting and grate Neenah Gro #e to be 2" below O t � 3/8' - 2 1/4' 2. DIMENSIONS ARE IN ENGLISH MEASUREMENTS 3. CASTINGS MEET HS -25 REQUIREMENTS 4. MANUFACTURED IN USA radius curb box. I i 5. QUALIFIES FOR CREDITS E E S 2" LETTERS 1,1. j MATERIALS: RAISED FLUSH CONCEALED P1cKHOLE DETAIL 6. LID -CAST GRAY fRON, ASTM A-48 CLASS 358 7. FRAME -CAST GRAY IRON, ASTM -A-49 CLASS 40A, Precast =i 5„ 3' Minimum -------------. - 8. RNNISH-BARE METAL NO PAINT OR COATINGS. grouted on both the CrffUf inside and outside. 6"Min. base -- MANHOLE CASTINGS 2- VB Grates shall be used CMSEN AND LIDS DETAIL REVISED: 12-19 ENGINEERING DEPARTMENT PLATE NO.: 2111 FILE NAME: G:\ENG\SPECS 2111 9 constructed r See detail 2110 for ring adjustments. NOTE: 1-- V Grate (Shown) 2- VB Grate used of el!ll low points. 0 t Face of Curb Direction of Flow i .n PI AN Catchbasin casting and grate Neenah Gro #e to be 2" below 83067-V or equal 3' gutter grade. 5' transition curb on each radius curb box. side of catchbosin, if See detail 2110 for adjoining a surmountable cur-, ting adjustments. To o� f Curb 24" x 36" 6" thick concrete collar- Precast =i 5„ 3' Minimum Doghouses shall be Baretent n La}r grouted on both the 3" Grout inside and outside. 6"Min. base i` T 1. Steps shall be provided in all catch basin/manholes and storm sewer manholes 2. Costing to be totally encosed in concrete curb section. 3. No block structures ore allowed. 0 CfffAV Ur STORM SEWER CATCH BASIN CHMUff 2' X 3' RECTANGULAR rdl REVISED: 10-16PLATE NO.: ENGINEERING DEPARTMENT 31 -FILE NAME: G: ENG SPECS 3101 See City Plate No. 3107 for riprap placement. Tie lost 3 pipe joirl Use 2 tie bolt fasteners per joint. Install at 60' from top or bottom of pipe. ISOMETRIC 1-Y NTS I Provide 3 anchor clips to fasten §i trash guard to flared end section. Hot dip galvanize after fabrication. TRASH GUARD SIZING Pipe Size Bars H' Bolts 12"-18" 3/4" o 4" 5/8" 21 "-42" 1 "0 6" 3/4"j 48"-72" 1 1/4-0 12" 1 Anchor both NOTES: 1 AN reinforced r i e arced concrete aprons shall be furnished &installed without trash guards, unless otherwise specified. 2. All new reinforced concrete aprons on new pipe shall have the joints tied back for the first 3 joints from the apron. 3. All new reinforced concrete aprons on existing pipe shall be tied to the first pipe adjacent to the apron. 4. Trash guards shall only be placed on inlets when specified. OF FLARED END SECTION C EW[ REVISED: 1G-16 PLATE NO.: ENGINEERING DEPARTMENT 3108 FILE NAME: G: ENG SPECS 3108 1 HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. e&4 5-. /n�oii._� ROBERTS. MOLSTAD, P.E. Date: 0-7 )08 /fZ© Lic. No. �?°S Compacted Native Fiil Material, Compacted to 95% of the Standard Proctor Density/ �� Varies Use MNDOT 3149.2E Granular BOrfOW I 12" I Pipe Diam. Varies Varies Use MNDOT 3149.2H� Depth to be Course Filter Agg. f Determined by LSPiDe Foundation oiln}prial :f Required) s Engineer. 2' Outside 2' Pipe Diameter Natural Ground The bottom of the trench shall be shaped to fit the pipe barrel for at least 50% of the outside d'lameter roCompacted native till materials MNDOT 3149.2B MNDOT 3149.2H 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 above. 2. A soils engineer wi l 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. Trench slopes shall conform to current OSHA rules and regulations for excavations and trenches. CITY OF PIPE BEDDING OMENIN POUR SOILS REVISED: 11-16 PLATE NO.: �1 FILE NAME: G: ENG SPECS 2201 ENGINEERING DEPARTMENT ` 24"x36" stab opening for Neenah Structure Rxeguires (2) --T __ _ i, Piece Grate Per Drawing i R3067 -V or equal PLAN %' lel t Note: I 1 i, 1 yI s -- Baretent n La}r ; 1- V Grote shown -- l 3 2- VB Grates shall be used It f at all low points. - --- `E Neenah R3067 V casting and dgrate In et or equal. 9 constructed r See detail 2110 for ring adjustments. 6" Concrete collar F Concrete slab per detail 2108. 1 i V` Top of barrel section under top slab E to have flat top edge sealed with 2 beads of Romnek or equal. --All joints in manhoie to have Varies "0" ring rubber gaskets. 4'-0" typ. '10 TES: i7 ,Stannard pipe bedding require,,, cm-, bath inlet & outtet pipes. - Precast concrete section 4. Grates will be n`aode in (2) helves of hest--dipped-gaivon'zed metal. 5" Weir wall to be poured n--_cio" (Using Pre -Approved Hydrophilic Water Stops) or f,4anufacturaa Precast Structure, no slide in Weir iii G- Weir wall to be offset 6" an structure taiii ir:et side of structure. Manhole steps, Neenah R1981J or CITYO' IORTEaTIO: STRUCTURE W= EN equal, 16" on centers. & D'RAINTILE REVISED: 3-19 6" Qa _ 4p` i Minimum thickness of precast base stab is 6" for 14' depth or less and increases to a minimum slab '. la FILE NAME:ENGINEERiI YaA /// thickness of 8" at depths greater SECTIONthan 14' or if the structure is larger NOTES: then 48" diameter_ 1.Doghouses shall: be grouted both inside and outside of the structure. 2.No block structures are allowed, Grout bottom of manhole to 1/2 3.If a sump is required a minimum diameter at pipe and slope 2" toward invert. sump depth of 4' shall be constructed grout below the lowest pipe invert in the structure. p� C111Of 0 TYPICAL 4' DIAMETER CATCH BASIN MANHOLE REVISED: 10-t6 ENPLATE ENGINEERING DEPARTMT NO.: 3102 FILE NAME: G: ENG SPECS 3142 1. Grates to be made r < pieces 2. All metal shcW be toot -dipped -galvanized Hale See Detail A -A 1,7.1"x Rini Stec: itiimom aieiiiii■i ti iiflli3 waits iinesn"n ii+fifi lll�[iltlillElil#iL. 0 4" c.c. each way (4) ,/2 0-13 LNC: -- Hex Head Stainless Steel Bo is With Nuts anti Mashers Structure Requires (2) niece Grate Per Drawing 1,%4" "tee, psite3 �\\ I 30 Degree Angle HWL ifi outlet 1 �.-N.W.L. - -_... DLIAIE n -A s( nlet \ rB Ti t pipe s l � t i 1 � I i- __- z Ma:tctlitlsicaliy Poured Concrete 1. Standard pipe bedding reQu°red an both n.et & octlt pipes. 2. Tie lust three !aims. Use two tie volt fasteners per ioint. �Or POND OUTLET 'CONTROL STRIUC I R_ PLATE NO,: ':GIN rRlr C 1'T �' F' F - ._� -�_;-. a . Ec. 1 7EPARTMEN . _ 00 I _ NAME �. Er _310 UJ SATHRE-BERGQUIST, INC. to w 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000 CITY PROJECT NO. CHANHASSEN, MINNESOTA Compacted ative Fill Material, Compacted to 957 of the Standard Proctor Density/ .a >o Varies f i 1. i I 2' Outside 2' Pipe Diameter Natural Ground The bottor of the trench shall be shaped to fit tale pie barrel for at least 5;3 of t!�€ onside darrleter ± NOTES: 1. When existing soil conditions are not acceptable for backfill and/or compaction in the pipe zone, pipe bedding and backfilI shall be used as shown on detail plate 2201. 2 Trench slopes shall conform to current OSHA rules and regulations for excavations and trenches. CffOi' PIPE BEDDING IN GOOD SOILS RCP & DIP REVISED. 11-16 PLATE NO.: ENGINEERING DEPARTMENT 2202 FILE NAME: G: ENG SPECS 2202 NEENAH R-4342 GRATE OR APPROVED EQUAL See detail 2110 for adjustment rings. 6" Concrete collar 35" NOTE: REINFORCING TO CONSIST OF #4 0 30' DIA BARS AT 8" O.C. BOTH WAYS _ r WALLS TO BE PRECAST SECTION 5" PRE CAST OPENING AS REQUIRED Grout 4�- CONC. BASE SHALL BE 6" � POURED IN PLACE OR 5" -.� a' DIMETEIPRECAST SLAB CITYOF CATCH BASIN CIMM 30" DIAMETER REVISED:1 2-19PLATE NO.: J 1 Z ENGINEERING DEPARTMENT FILE NAME: G: \ENG\SPECS \3103 Dfointile ► s esiiti�lar 1i 24ris MINES'! 1Eifiiitrliis ar iill�leit IAM 1111ltiiiw i. xivises ltiiiilea��r R■iiiiii IFi�rNilii �iiiiQi�ii -- - Ai•i -- iiEfilillii� l .=wl, ��Ie�rEe�t�rrrtl��Ilr,rt_ (4) 1/2- 0-13 [INC - Hex Head Stawless Steei Bolts Nuts Washers Pi„.Aht �JEW Structure Rxeguires (2) --T Piece Grate Per Drawing i 3r Degree Angie �-- Ca-• t nl I 1 i, 1 yI s l- I `L Baretent n La}r -- l 3 It f Draanti e , t�I 1 core driTt if In et 9 constructed r ,I wipe In the field I t , iA F Outlet : pipe 1 , � l 1 i V` 4'..I '10 TES: ,Stannard pipe bedding require,,, cm-, bath inlet & outtet pipes. 2, Te lost three iGints use two tie bolt fasteners per jant. 3- Offset for weir wall will be colied out in spec' oond;tions for proi.gct. 4. Grates will be n`aode in (2) helves of hest--dipped-gaivon'zed metal. Weir wall to be poured n--_cio" (Using Pre -Approved Hydrophilic Water Stops) or f,4anufacturaa Precast Structure, no slide in Weir iii G- Weir wall to be offset 6" an structure taiii ir:et side of structure. CITYO' IORTEaTIO: STRUCTURE W= EN WITH WEIR & D'RAINTILE REVISED: 3-19 PLATE NO-: G DEPARTMENT '. la FILE NAME:ENGINEERiI YaA DETAIL SHEETS THE BLUFFS AT LAKE LUCY GNHN TN, DEVELOPMEW INC FILE NO. 3120-079 18oo 23 MANHOLiE CASTING & UD AS REP DTA.. . —SEE DETAIL 410 FOR RINt 3SF�F'° FLOW 12' MIN, ILI \—, 1AFE'3R TO BE RE.Nr £ � WTH PE :,;sNXtH AND SIZE WALL VARY. REINF' E[i €P4 P'EBAR. .2• Of. UNTE#L Co NM TE ;'rR DtaC d € PIPES GAta e_ - USM FOR 734E tNIXTS. DONT USE APRCNS OR MASH GUAROS T PIPE' ARE UNDER WATER. t }USE c t -INF rC GaTs_.Tf ,: W €La a i .; pray €LIR O,+7Lc._. I _ l Y I f ALL S?RL GTURES To W' FORDED AND POUWD INPLACE OR PRECAST k M&IES N3 S€ME ?N WEIRS WtTHOuT E!',0NfERS CONSIE0117 CITfOF SKIMMER STRICTURE WEIR I ANH0LE ENGINEERING. �ETM3 TPJATE 1 TYPICAL BITUMINOUS PATCH AROUND CASTINGS DETAIL SAWCJT ALL --- # SITUM INOUS EDGES EXISTi#+ G MANHOLE 0 (TYP.) i ( GATE VALVE i j F {i4 �I 24" MIN- ---EXISTING IN_ -- - - EXISTING 81TUMIC JIS SURFACE r 24" - I �- 1/4" ABOVE CASTING i i - i CASTING { DU 2DETAIL S M h �ro7i ;4 Lz� s 2" MNDOT 2360 SPWEA340C TACK COAT 2357 2" MNDOT 2360 SPI'•1W8330C y AT.n �•{G � F ,. ETES: SAW CU AND TACK ALL EKES, REMOVE BITUMINOUS PATCH AREA AI'40 ENOUGH CLASS 5 MATERIAL TO ACCOMMODATE BITUMINOUS PATCH. e. MECHA.NiCAL COMPACTION OF GRAVEL BASE REQUIRED PRIOR TO PAVING. 3. CONTRACTOR MAY USE WEAR COURSE MATERIAL IN LIEU OF BASE COURSE MATERIAL. 4_ USE VIBRATORY SLE€? IAMPl_R ON BASE COURSE PATCH. 5. ALLOW1 BASE COURSE T4 FULLY COOL, BEFORE PLACING WEAP COURSE, r ONLY MNDQT APPROVED RELEASE AGENTS MAY BE USED OVER CASTINCt S, RE -APPLY TACK TO ALL EDGES (IF NEEDED) AND PATCHED BASE AREA, ROLL PATCH' FROM EDGES TO CENTER- REMOVE OR ADD MATERIAL DURING ROLLING 5C PATCH i� TRUE AND _EVE_ WITH SURROUNDING SURFACES, " S . CONTRACTOR TO SiR#NGLINE AL,,_ FATCHInS PRIOR : r 0 APPROVAL 9. MNDOT 2360-CROI ARY COMPACTION METHOD REQUIRED, 1 O. PATCHED AREAS SHALL MATCH ROADS EkiST"fav THICKNESS FOR SECTION, ll, If CAS71NG NEEDS TO BE ADJUSTED SEL' DETAIL PLATE .2110. T',( -';;SHL -TREET PA IC�-�ING Ct f OF MGMA T MANHOLES OR ;SATE VALVE (ER-UMI.NIOUS ENGINEERING DEPARTMENT 52,02B ,FNG\SPEG5`k520 l 2% 2% 0 (DEG.) MIN. {MAX. 130 230 y (IN.) 12 f F_ C9 L 1 az F d 4! i I I i I Expansion Joint I 130 ' 230: 12 (25' Transition) 18 � 130 230 RESTR-L N ALL- JPOINITS ON THE I 1/2 •10 1 i 44 INLET SID€ AND FIRST 3 DINS •- A w UQTE- j ON THE OMET` PhNNO. i 36" slope per foot F3/4" # r ACMS S14ALL BE PROVIOM TO 50rH bottom and ° ° v o Q6" " ° v 6 8,. 6" from - - _ �� --♦- - ° sides. ° I 15!MS Or IHf VkR FOR NIAWTENMU9 . ^ SECTION A -A I •^ TTP OF WEIR ElIVAPON, 1. 1/2" Preformed joint filler material - AASHTO M213. 2. Contraction Joints 8. O.C. in Cross Gutter. ' VAR ES DEPiz-ND.Nv UPON t ESWN POND ELEVATION VARIES 12 CONCRETE VALLEY GUTTER REVISED: 10--16 ENGINEERING DEPARTMENT i'LATE NO.: �2�6 FILE NAME: G: \ENG\SPECS\5206 CFI OF CONCRETE RESIDENT. DRIVEWAY ENTRANCES 10' a €est pYi _ INI H AND WITHOUT `'tiI R B SS s I t%VE REINFORCED ri�:ift TE PSE €OR au?ILETS y FLOW 12' MIN, ILI \—, 1AFE'3R TO BE RE.Nr £ � WTH PE :,;sNXtH AND SIZE WALL VARY. REINF' E[i €P4 P'EBAR. .2• Of. UNTE#L Co NM TE ;'rR DtaC d € PIPES GAta e_ - USM FOR 734E tNIXTS. DONT USE APRCNS OR MASH GUAROS T PIPE' ARE UNDER WATER. t }USE c t -INF rC GaTs_.Tf ,: W €La a i .; pray €LIR O,+7Lc._. I _ l Y I f ALL S?RL GTURES To W' FORDED AND POUWD INPLACE OR PRECAST k M&IES N3 S€ME ?N WEIRS WtTHOuT E!',0NfERS CONSIE0117 CITfOF SKIMMER STRICTURE WEIR I ANH0LE ENGINEERING. �ETM3 TPJATE 1 TYPICAL BITUMINOUS PATCH AROUND CASTINGS DETAIL SAWCJT ALL --- # SITUM INOUS EDGES EXISTi#+ G MANHOLE 0 (TYP.) i ( GATE VALVE i j F {i4 �I 24" MIN- ---EXISTING IN_ -- - - EXISTING 81TUMIC JIS SURFACE r 24" - I �- 1/4" ABOVE CASTING i i - i CASTING { DU 2DETAIL S M h �ro7i ;4 Lz� s 2" MNDOT 2360 SPWEA340C TACK COAT 2357 2" MNDOT 2360 SPI'•1W8330C y AT.n �•{G � F ,. ETES: SAW CU AND TACK ALL EKES, REMOVE BITUMINOUS PATCH AREA AI'40 ENOUGH CLASS 5 MATERIAL TO ACCOMMODATE BITUMINOUS PATCH. e. MECHA.NiCAL COMPACTION OF GRAVEL BASE REQUIRED PRIOR TO PAVING. 3. CONTRACTOR MAY USE WEAR COURSE MATERIAL IN LIEU OF BASE COURSE MATERIAL. 4_ USE VIBRATORY SLE€? IAMPl_R ON BASE COURSE PATCH. 5. ALLOW1 BASE COURSE T4 FULLY COOL, BEFORE PLACING WEAP COURSE, r ONLY MNDQT APPROVED RELEASE AGENTS MAY BE USED OVER CASTINCt S, RE -APPLY TACK TO ALL EDGES (IF NEEDED) AND PATCHED BASE AREA, ROLL PATCH' FROM EDGES TO CENTER- REMOVE OR ADD MATERIAL DURING ROLLING 5C PATCH i� TRUE AND _EVE_ WITH SURROUNDING SURFACES, " S . CONTRACTOR TO SiR#NGLINE AL,,_ FATCHInS PRIOR : r 0 APPROVAL 9. MNDOT 2360-CROI ARY COMPACTION METHOD REQUIRED, 1 O. PATCHED AREAS SHALL MATCH ROADS EkiST"fav THICKNESS FOR SECTION, ll, If CAS71NG NEEDS TO BE ADJUSTED SEL' DETAIL PLATE .2110. T',( -';;SHL -TREET PA IC�-�ING Ct f OF MGMA T MANHOLES OR ;SATE VALVE (ER-UMI.NIOUS ENGINEERING DEPARTMENT 52,02B ,FNG\SPEG5`k520 d (IN.) 12 l 2% 2% 0 (DEG.) MIN. {MAX. 130 230 y (IN.) 12 c-- Expansion Joint C9 L 1 az F d 4! i I I i I Expansion Joint I 130 ' 230: 12 (25' Transition) 18 � 130 230 —Tiout utter P I 1/2 •10 1 i 44 i A w 24 - ---to =--Waterflow I 36" slope per foot F3/4" # r 3" up from ° ° ° ° ° ° bottom and ° ° v o Q6" " ° v 6 8,. 6" from - - _ �� --♦- - ° sides. ° ° v v I Class 5 aggregate base 4-4 R ebar SECTION A -A No Scale 0 ES: NOTES: 1. 1/2" Preformed joint filler material - AASHTO M213. 2. Contraction Joints 8. O.C. in Cross Gutter. 3. Max. Spacing for #4 rebor is 2' on centers for wings. aff OF STREET INTERSECTION 12 CONCRETE VALLEY GUTTER REVISED: 10--16 ENGINEERING DEPARTMENT i'LATE NO.: �2�6 FILE NAME: G: \ENG\SPECS\5206 d (IN.) 12 H (IN.) 34 0 (DEG.) MIN. {MAX. 130 230 y (IN.) 12 D 15 34 130 ' 230: 12 j r i f 18 34 130 230 12 I 1/2 •10 21 44 140 220 i 12 w 24 44 140 220 12 of 27 44 140 220 12 > 30 54 150 210 12 36 54 150 210 12 Granular Bor-ow (*See Note 7) 118_--'i 000 000 Flt 000 H 000 CA 000 000 _e FRONT SIDE )g" DIA. ANCHOR BOLT 2" EMBEDMENT 1" x 1" STEEL C/L I TOP VIEW OF SUMP MANHOLE CASTING & LID AS PER DETAIL 2111 TTJBE FRAME } NUT W/LOCK I' WASHER H I DETAIL A OUTLET Y INLET I 4 4" THICK POURED INVERT SLOPING D 1 T _" TO CENTER OF STRUCTURE. 4 r + I SIDE VI F SUMP EW O This generic detail does not encompass the stzin9• fit, and applicability of the Baffleff.e ' for this specific project. It is the ultimate responsibility of the design . engineer to assure that the design is in compliance with all applicable laws and regulations. CffIOF BAFFLE STRUCTURE GMEiii STANDARD SUMP MANHOLE W/BAFFLE REVISED: 17-19 PLATE NO.: ENGINEERING DEPARTMENT 3110 FILE NAME: G:\ENG\SPECS 311v 6„ Distance to ii varictoLe 1/2"r 1 [-Top Bituminous Material siope - -% `aI 3/ r ft p 8" 18" MnDOT 6618 I i �CorTcrete L'trrb �.a°i,;.3J. s_ta.P� Distance tovariable 1 ' t2 r Top . � Bituminous Material- 3' r 1/2 r SioPe J 3/4" Per P nDOT 6612 _ I I *: Concrete Curb and Gutter j j r i f B" 12" For Use Only with Private Drivewa>., Parking Lots, or Medar+s 28"R -7 tt T 2„Fj t r,” # Jr— Tofa Biter rt nous Material l 68"R 04 I 1/2 •10 CID • 172 { 2"Yl ESurmountable Concrete Curb and Gutter . 28.• - 4" # a. at 1 1 /8"r o f s ' .1 e � r - 1 ry 4VeG B � r Bituminous i u r — --- � t rri nobs Cb r---�-- l N A.. Shoe c -e - I t]CISe 1 f - 1 Cfff OF TYPICAL %C IRB I�Gt1 AND GUTTER Elia TTtile t _ ..i•�AR� SENT PLATE 0_ , 3 S€rrmou Ttabte 3/4" per foot —3/4" (1:1) Rounded Bullnose at Gutter Line - Sidewoik 18" 5 $„ ADE Bituminous Pavemen "`- oDe 2ti„ I MAIL 4.5% GR 7* y , Sidewalk, a s 1 1 - f a - -- 3" # L-8" Concrete Pavement 6"I' _se #4 (1/2") Rebar'- 6" Class 5 Base Incidental to Apron Sob Reinforcement SECTION A—A No Scale Right -of -Way j 36' Max. Industrial /Commercial T 8618 Curb & Gutter ----."J I Bituminous _,--Sidewalk Location R=20'-30' Contraction Joint—A r Box Installed Over Water Service Max. Spacing in Valley Gutter is 8' PLAN Expansion Joint (typ) NOTE: No Stole 1. Use #4 (1/2") rebor slab reinforcement in r.o.w placed 0 6" from each edge. rebor to be 2' on center, er, being 6" on center in the gutter.r. 2 Contraction joinis shall be 1/3 the depth of the slab. 3. Maximum pavement slope allowed within 30' of the street is 4.5%. 4, Aggregate used in theconcrete mix shall be granite. tet 5. If water shutoff is the driveway waY Pav m nt acover as manufactured by Mcdonald 74MIA series with a 8" opening frame & cover or equal shall be installed. 6. Highback curb must be poured monolithically with driveway, surmountable curb may be poured separately. SOF COMMERCIAL/INDUSTRIAL ;EMEN CONCRETE DRIVEWAY APRON REVISED: 1-20 ENGINEERING DEPARTMENT NO NO.: FILE NAME: G:\ENG\SP'ECS\5207 5207 PL CL PL 3' 13C` I 15.5' to Eek '5-5' to Bac - DRAWN BY {» 1 r- Wear Coarse to be 1/2' � e: j r i f Above Edge of Gutter � � f 3 33 I 4 01 j o Y' SAWIWT LINE Dai sea T •' o 15 : 1 i a T/ r4wus n instavto, c mamur. { S 4 ter,,imd NTS l ;E topsoil, Seed } Mulch or Sod. 1 _ L 2"-MNDOT 2360 A340C Elia TTtile t Tock Coat - 2357 I S€rrmou Ttabte 2'-MNDOT 2360 SPNF *3300 aAcx OF QJ" Concrete Curb I 12" -Gloss 5 Aggregate Base ` ,E7 E:3G€_ Box WSTT"01 ;iVER WATER SERVECE '�f4' R D UP O!G LED :0sF: 24" MNUrt?T 3149,26 Se=e: t IF3YIDWY 1+1110 NESS TO R"t "Y A Y THE 4X' c3€A#1 !� M€N€SRNi/ r*' 2^2' Es.sYa€a aensrtia cwb se€— iaf# kW-* —t bz . M,,nT"m of S' 1a the m JDim s 1 a sVaiiht. "" 4f nscee chcn r 5' ±f PH# bpt9Se 06 Fni OS a.aPw �FTrt4$C 7» m4uT�ESaG- $`.hi 1„'9e >'•eMPMy SP tilt rfrit �+z 3pyr#, Granular Bor-ow (*See Note 7) t"tom s 1Nt Wr,,•ad w„ruount :aL-r� 4 abre rfi �� T, • 4 yq� 7 #' "'. to T xa:K ---V 3f � a�/ 4ktsERti- Fi4'[04:1g1# 6 6f f,3tll=Fii+KiE+ld - 3*� -1-WA �'d Yfet: Y VIII -- Not 3 #_O scale ftt ae) CFI OF CONCRETE RESIDENT. f0�,FS 1. Typicei right-of--woy--60'. 7MX€mLkrz'a ST7 ,r t ..07- 3. mininiiim street grode 0,757., M - is disturbed 4 T 1 � T . 6 o{�sa• p a.•ed � d siu b_d ar-eos 5. 2 Rolls sod be -hind curb. 6. The b t.miTaaS Wearing ng surface sfal: be p=aced the next corC $nart.'or :t. ! a - i r season following.c.vem_ t of the bituminous Haus baso. p 3 P � r � -. i h r. II r , ., e r f ,. A Leant _ _ _h.. cr ed sub sada S�T�.I. �e performed. . P r4 � P in the Presence of a city inspector. The city has the authority to require addition.ol sub ode correction based on the test roll. $.nr - t3e shall be tlac�d along sides o- roadway. plate 52�o for r derails. CfTYfirOF TYPICAL RESIDENTIAL #R�' L_ I SEC l ON REWS_D: 3 1__ LATE No.. !'- L_RI'vr.� DEPARTMENT FILE NAME. G.\ENG\SPECS\ 52 J I� Z 4 F in Q rz I P C. P� s 6618 CURB & GUTTER a:' 5 SURMOUNTABLE TRA , CURB & GUTTER A A TYPICAL RESIDENTIAL RADIUS - 20' TYPICAL COLLECTOR RADIUS - 30' 6" height "drop 5' 5' Ion9 transitional height curbing' _ I 4" height s7" 7„ i 1 I MNnOT B618 CON CC& G SURMOUNTABLE NTRBLE C AG A- SECTIONA CfffAu OF TYPICAL CURB OMEN RADIUS REVISED: 3-16 F NO.: ENGINEERING DEPARTMENT 5204 FILE NAME: G: \ENG\SPECS\5204 NO CONCPET:_ CURB & CUTTER ... -TV O"U? FROM PAL i l l - S*W ON HAM -MM CONTRACrON-JOK-115 # 1/3 TK Ti' OMESS OF TMS SLW bI DRAWN BY >N •MAx T#t #*. R.(3.w--- STY ASTA;-i,£D OVER WAT€R SERA io st g(� a TCW 6` DEPTH. €3AliSRk T Q of r #N Al N F � ��D.�• res' ° ` <. ( e j C cx. P 1.6-1wrN - I —,tWD OF DRIVEWAY USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING SAWIWT LINE Dai sea T •' E1' x a'.ca#a cowd. ,xt ssnP1 DW . 450'X. f sT¢- 0� 3hse' sitM)l tMaa Pcwl,ezt #tpo to r a#cat a:fs!iR� sr+e»t sate+ � sect' No. L#, k#! *-.w*" Shoo it! DVhlot bqc* 0,5' r twx if ting ,}'Tamoo9VS pm mw'VY1t E ij6 �REBAR- thkxray tli Lxoos saga bt 0 mta;,1Xic: of 6' of cwwota , r of ueffi 3 ray bage l ? . �` '> i'=^ •: LFst l+ {112`) dbw Nab n3iET#artt-aTT `a ,stir_ WWexf o F' 43� it x&or mer" is -M the *%"-, Pa,ti.Yntnt a ca'eer 7"e6 r.sth — V $RIaAit k—... & mw ' feud shoe+ h: , of Ai c f T/ r4wus n instavto, c mamur. { S 4 ter,,imd NTS ` TO, OVER MOM VA s CONCRETE CURS & GUTTER s8~�.°-- i SAW 4R HAND TOOL CONTRACTION JOINTS 1,3 �--'TNE 1#a'CKNESS OF THE Sita kiPf. MARS" .i(iT • BACK OF APROOPI 24 -MAX 001N# AT B 'i:_ } E#ALIO IN P -.,O, N. R+ u1-iVry I TAU av-OPE PAVING aAcx OF QJ" * " _ Xi f - T a ` ` ,E7 E:3G€_ Box WSTT"01 ;iVER WATER SERVECE '�f4' R D UP O!G LED :0sF: rM : #�#� �� aec,x �� 4 acme �,. � ma . teat ,�� atnF amt vc 1 t wax - IF3YIDWY 1+1110 NESS TO R"t "Y A Y THE 4X' c3€A#1 !� M€N€SRNi/ r*' 2^2' Es.sYa€a aensrtia cwb se€— iaf# kW-* —t bz . M,,nT"m of S' 1a the m JDim s 1 a sVaiiht. "" 4f nscee chcn r 5' ±f PH# bpt9Se 06 Fni OS a.aPw �FTrt4$C 7» m4uT�ESaG- $`.hi 1„'9e >'•eMPMy SP tilt rfrit �+z 3pyr#, .1 _ �et �...op�y t"tom s 1Nt Wr,,•ad w„ruount :aL-r� 4 abre rfi �� T, • 4 yq� 7 #' "'. to T xa:K ---V 3f � a�/ 4ktsERti- Fi4'[04:1g1# 6 6f f,3tll=Fii+KiE+ld - 3*� -1-WA �'d Yfet: Y VIII -- it rA&A res AnAt3( a4 ar ans#.ss$ eu+b i* to sr.-.Wab* a< t k ex,st . P^ of a'ae4 Qt �'`.ssway J 0W*9k 00b W,.f 00U ma.,asinr y sxa �a IaEaa � ea oc z+ a x n IN TS e a�a � � » ta�s.,,:m S ate.. k. ata,kee. CFI OF CONCRETE RESIDENT. DRIVEWAY ENTRANCES 10' a €est pYi _ INI H AND WITHOUT `'tiI R B SS RLViSED: 12-19 -_SING DEPARTMENT t - PtAat _ DESIGNER NO. BY DATE REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF TCW INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT DRAWN BY SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT TCW SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY TYPICAL. INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. CHECKED BY SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE RSM USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING DATE FROM ILLEGITMATE USE. 07/08/20 PL 09 6" topsoil, seed & mulch or sod. B-618 concrete curb CL 30' 1 30' 18' to Face J 18' to Face — Wear course to be 1/2" — above edge of gutter { ;iy 1 f t 2.0% PL _I i-i --i I *-I I - 1, 5 : I F 2"-MNDGT 2360 SPWES440C Tack coot -- 2357 2"-MND0T 2360 SPNWB330C -- Tack coat - 2357 2 1/2"-MNDOT 2360 SFINW330B 12" -Class 5 aggregate base 24" MNDOT 3149.26 select granular borrow (*See note 7) N T 1 Typical right- o way L60,- 2. 2 r MoxirTTt;m street grade 7,0%. 3 Minimum street grade 0. e e ga 5 4. 6" Topsail placed in disturbed areas. II behind 5 2 Rolls sod rserlr ,d curb, 6. The b€ um inous wearing surface shall be placed the next construction season following placement of the bituminous base. 7. A test Vol, of the prepared subgrode shall be performed. in the Presence of a city inspector. The city has t`e authority a to require additional sob rade correction based on the test roil. JIMTYPICAL COMMERCIAL/INDUSTRIAL STREET SECTION REv1SED 3_ 9 I.. -RIDEPARTMENT _a Pt ATE N4.' 5�� , NG1..t ,NG DEPARTM , T i w f( 60' RADIUS r g Z --CURB AND GUTTER Lti STANDARD CUL-DE-SAC 48' RADIUS NOTE: i 'l a ALL MEASUREMENTS SHOWN FOR STREET WIDTHS ARE. TO BA�'K OF CURB RADIUS LS MAL_ MEET CURRENT FRE Cf DE R'�LRMEfiT�e . 4IF HARMOVER atLOWS Cfff TYPICAL. ° � Ry ie. ,--------------- WMEN CULL—DE—SAC BOX INSTALLED OVER 4 - . WATER SERVICE NGINEERING DEPARTMENT_ 5a�0J s8~�.°-- sc' 4 R f€iar# PSL NO CONC:R CURIO & GU -TER i 'l a 450' MAX DPJWWAY WIDTH INS40E PROPERTY 4IF HARMOVER atLOWS Sid•�weik Approx. ° � Ry ie. ,--------------- awI 24' MAY WFD1N AT R- . . T LOtE�.f�€�s f€,Q.ilT. BOX INSTALLED OVER 4 - . WATER SERVICE —EDGE OF s8~�.°-- 5A#YCUT LtN£ EN1I DfiiVEWAY SfEvT ALL STREET PAT0k AREAS AND I TAU av-OPE PAVING ON DITUNINOLIS STREETS CONTRACTOR MUST SA*CUT NV WEPLA WN ts' OF STREET 5£C3110t7 07T# WEAR PAYEMEPiT TO YATcH EXSiI:G +TR€i.' S£CT Tk*Kft_ a. IF3YIDWY 1+1110 NESS TO R"t "Y A Y THE 4X' c3€A#1 !� M€N€SRNi/ r*' 2^2' OFTS G#' S MAMOLM Wrh 8' OF O -ASS 5 FOR BASE W.111:R wHii1ilif IS Int TIME _ T PAVEM€N7 A Ga1'€lT 505 k}ANUiJEC79;EtE6 $Y 114A.TALD ?4M MIES ;H8ErA M --T OPENINGFRAM€ & COVER Ore r -MAL. SH — e -E thiSTALLm IF A RADIUS IS WSTALLED _A MIN of S RADAIS IS RECAI.REi#. CONCRETE CURB & GUTTER 10' a €est pYi _ a r Sly MAIC DRIVEWAY WIOT.•4 WSTDE P40PERTY IF ARC}CDH -, a� R . ALLOWS 24• MAX N9DTH IN R.a.W_ - .17 --�3'----s PACK OF CONS 3 t j• I i NsTAL;t`e OVER WA'$r% sv. v, e ,, YAtY R- - A 'N. 4 9E Ti+!SK-aESS iii -. ,IIT. SI'±AAi. TF, RP.,Id #' � 2 :IFAS OF � T41 ' J##"'Ak:'a h1 6 OF Gi.ASS 3 FOR EIAs£ • IF� £DB S TO sf D TaiEN T}( A81VE DETAIL ffi rcarr r ar 5T#zff REPLAO£Mc - SwA11 DE USED AN<+ THE £5451 C " GT t i${$ + lE FNPLR_ MUST A i1F S To - tr T iF C.E $ � � 7s,E NE ,ION#_. sA#Vbi} SS THAN 5' - rro N ><E a: c1€ae €NAL *z: TK #£Jf1 4011T ANf3 TNI£ G.fTi€R LXNE 4A'*iiFi4S PP,15PF,R #NATNACE 81ENS'kreE I$NOV'£ TD rnE NEXT FiAi ,Xk_N`, IF WAIM PWTOfr fS IN W i;4e:VEVI,Y PAvl-L"T A C�OWR AS MAMUFACTUIlIrD eY M ,YALD '4W.A SERIES IkTFT AN 9' OPENIING FRANIC & COV€Ni OR EWAL SIM- D£ *sTALLW- IF A RADIUS IS INSTALL rt D, A Mitt, OF 3' RADIUS t5 REi1URED.. CfffOF RESIDENTIAL B UMINO„S DRIVEWAY ENTRANCES WITH AND tlIlilIlITi OUT CURBS PWI E NO,:520 ENGINEERING DEPARTMENT I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. ,"_� WIC4 S_. ROBERTS. MOLSTAD, P.E. -4 8 Date: O? log tL-6 Lic. No. �° 8' ; 4' i� "--MNDOT 2360 SPWEA340C Tock Coat 2357 2 -MNDCT 2 G SPNW330C 12"-C#c- 5 Aggregate Base 24GGT 3149.28 Select Gro or Borrow (*See Note 6) 6" C cis 5 Aggregate Bose Shoulder O� i0 S le 2' skin, Mope 4 Ditch Batt_' N tt: 1 Typical # l ri -w - ght•�of ay 60'. 2. Maximum street grade 2.0%, 3. Minimum #street grade G,7 ;, 4. 6' Topsoil p:a£edin disturbed areas. 5; The be`tumtrovs wearing surface sh # I be placed the next construction Season following ptacerrient of the bituminous base. 6, A test roil of the prepared subgrsade stroll be performed- in it 4 3 the presence r - en.� of in fa s ,<ir Fr €� e a c..7 inspector. The city has the aa.hor .y o -eq�. , e additional subgrode Correction based or, the test rot]. Ulf OF TYPICAL RURAL CHEM STREE T SECTi0N RE `_. FTg FR1NG D ARTMFNPiATE : i 5' �i r I 28 RAD. t (TYf',) 1 S=' DIAME'^ :LII -DE -SAE RAD_ .P_) j It MINIMUM CLEARANCE AROUND FIRE -•' ?rtAfdT i { ' 28' RAD. 28' RAD (TYR.) 2J ] 704 1 T 20'-- GO` I i € 120' 4AIMMERHEAo ACCEPTABLE ALTERNATNT i;. .� I,. O' HAiAf� 500 i� 1;4 9ffOFT 3RNARO UI D REQI:�IREMFNTS FOR DEAD --END FIRE APPARATUS ACCESS ROADS (FIRE I_ANES) ..,, ENGINEERING DEPARTMEit 0205A LaJ VARIABLE fa- HYDRAINT l , 1 6' 6 VALVE. BOX t I i I VARIES 5-6' i (SEE PLANS) 1/4" PER FT SLOPE TO ROADWAY 1 t I 11 p i N t { 4 O:LASS 5 BASE 1 N I I2' 3, 2,-6" FOR CONCRETE THI_KNES'-z, SEE NOTES BELOW NOTE TYPICAL a o THICK CONCRETE "E Si. D"WALK. G 2, USE 8' THICK FOR COMMERICAL DRIVEWAY CROSSING. 11V=rLi.IDE 1-5 LIG PANEL ON EACH SIDE Or DRIVEWAY TO BE 8" IN THIOXNESS. 3, JOINTSPACING AT 5. Id T�_VAL 5. EXPANSION J4,Tt T AC P IN � A i T OC• S iNTEERVALS AND WHEN ABUTTING EXISTING CONCRETE OR STRUCTURE. 4. AGGREGATE 'USED IN THE CONCRETE MIX SHALL Eike GRANITE. 'IDEWALKS SHALL TAKE GRADE PRECEDENCE THROUC44 DRIVEWAYS. Cfff OF CON CRE TE OMEN SIDEWALK ENGINEERING DEPAPTt�EP' � 1 5214 N SATHRE-BERGIQUIST, INC. w 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000 CO CITY PROJECT NO. CHANHASSEN, MINNESOTA TYPICAL BITUMINOUS PATCH DETAIL EXISTING SITUMiGLIS SURFACE SA),NCUT ALL B+TUMINO IS EDGES: (TYP. ) - 2" MNDOT 2360 SPAr'EA340, TACK COAT 2357 2" MNDOT 2360 SPNW8330C 12" MIN. GLASS 5, 1,00% CRUSHED AGGREGATE BASE. PA QtjlNG NOTES: 1, SAW CUT ALL. EDGES, REMOVE BITUMIN 'S PATCH AREA AND ENOUGH CLASS 5 MATERIAL TO ACCOMMODATE BITUMINOUS PATCH, 2_ MECHANICAL COMPAC 'vN OF GRAVEL BASE REQUIRED PRIOR TO PAVING. i 3. APPLY TACK TO ALL CO GES. CONTRACTOR MAY USE WEAR COURSE MATERIAL IN LIEU OF BASE COURSE MATER':AL. $ tQ_� esLATc COMPACTOR ;O CONSOLIDATE BASE COURSE PATCH. ;„. 5. ALLOW BAS_ COURSE TOFU LY COOL BEFORERE AC �.W A R COURSE. i ft RE -APPLY , Y TACK TO ALL EDGES (I , NEEDED) AND PATCHED - D I BASE AREA. ,.RALL PATCH FROM ED: Ea TO CENTER REMOVE OR ALD M TERIA- DURING I ROLLING SD PATCH l 5 TRUE ANDLEL WITH SURROUNDING SURFACES. CONTRACTOR TO STRINGLINE ALL PATCHES PRIOR TO APPROVAL, i T- 8, MNDOT 2360 -ORDINARY COMPACTION METHOD REQUIRED. 9. PATCHED MATCH ROADSBA„ SHALL MROADS-,.m STING THICKNESS FOR SECTIO:. �r Cf OF TYPICAL STREET CINM PATCHING BITUMINOUS ^LATE '.a0.: ENGINEERINGENGINEERINGDEPARTMENTDEPARTMENTI.,T 52 0 2 A _E NAME: 0- :',G\ PEGS\; 202A 'RE STREET EXTEt4SION AREA. INSTALL. 2 TFUPOARY BARRICADES AT THE I END OF THE CUL-DE-SAC. f FU.L D PTi STRFP CONSTRUCTION AREA. \ TEMPORARY CUL-DE-SAC AREA. ' r i I.MIN- RAD, I TEMPORARY BITIUVW00S PAVING; II �, T 41 TEMPORARY a BITUMtNOU5 CURB. 20 RAO. I TYPICAL CL:P6 $4 GUTTER ' I I I I 3 TA" v BITUMINOUS �23G0 r_ rr 6" CL. 5 AGGREGATE BASE I 4" TEMPORARY EI.TLIMINO'JS CURB HAND OR MACHIN FORMED E 0 McD NOTES: 0 ES: Tr, v ._ .3 PLi1`E `fit?, WATER Lir+IES 10' BEYOND THE TEMP. ET7, CUL -OF -SAC. s ERANT & GATE VALVE SHAD BE LOCATED 10' BEYOND TILE TEMP CLL -DE -SAC UffOF TYPIC AL TEMP. nu CUL—DE—SAC ='_ArF NO-: ENGINEERING DEPARTMENT h Ah'S F o A:s Ki"" a; a r E 5. € " $ x E` X 11 Oil €t ni.Zz o � t * s X ;hii FIE zip 1 e•aR�$s��, x��6 gffi6 ' � t O a � S� �'EW Y � �• � g� <� �� x ciy°J• �$ o � `'. 's�� 5L; T, A s gig. " U�b � Ali f __ I I �5 •- s � I F -, I IY Hca "I I o d • � K � r ,'•� U C fY 17 I a W F 7 I S 5 6 $ a A WIDOT $te.4QaFp PLM %4EY NQ. 5-291.2.50 11 , 37 Cfff Pedestrian Curb Ramps �►i!i!! Page 10f 5 REVISED 70-16 PLATE NO.: FILE NAME: G: \ENG\SPEcs\5215 ENGINEERING DEPARTMENT 5 5 DETAIL SHEETS THE BLUFFS AT LAKE LUCY H A N HREE DEVELOPMENT, INC FILE NO. 3120-079 19� 23 1Kxq+-9 � b .. O5� ✓, j ink2t Ais!Cizup<<p I /.:. Z A 5 c55 i< ZI'T n<`t ,\ 5 e g � ;= aln8 08.�$op _ E R W< iLu rs dd@.X .9 z raffia Sign Installations T ical Street & T h ° k a� S - 4 $ ski ``� a 3� z � i I VARIABLE �_ 11 I " 2 . < §� 4 / a Y� `; awed � - o w � FYd < E 4 I 9 I I I It 9 & 1 / PER FT. SLOPEof i < w 9" x 42"Double Faced Traffic Si n fi ;�,- } (j, ;< < H 3Y -, W � „s=xy� � d5 I u� a y; 3 W �i „�WX. TOWARD ROADWAY Q Aluminum Street Sign as Required i i j Zt-gj" o _ " Y4 ab- il / �Z u = R 65 eP€;s tY Both Directions I I c x E z� `n b= ES a b `� i gs9^ GORDO DRIVE ` 4S -� = '� x $x a 3� �� u a� VARIES 12' - - - - - - - - - Q e i' 1i. ` '1i` Y `c a Y s�: z`ym'd� z 3i c °'8- .0=u<� 9 - : _ \\ 'T `" v - ,,. "'un -sx-<Y k 3 9 m o W < �a sz 3 LB. 7' Upper €� d :� z e e ;;± e^„` VARIES Sin Post �' �£ -1 6-; , a z F x z5w iFWj z � R a c < zx c ; l 4 � h i S &® xi K! z 2" SgUOfe. L5 g t f g° ba bx., t z = 10' I b < Galvanized Steel �`� +�, > k m k wr 3'"d`S 8 wag i i �u,-k m_ �o� r: i Z;.i I V. -WF a3- = 'b ;gam < � , � -4X11s � �"�uW � � � < _'7 w� � ��<� Galvanized Steel 3 ! TOPSOIL TYPICAL ,11 �a z E,* 3' a Q la a -.1. m 2 �� F is ffi o � g°moo Post 2.42 LBS/FT. (2) 5/16" x I" a .N �., v; � 'a5##a�A � - * � vR� ?!;, �5 U is �;y W efo ��be a> a '"f" � ; i egs z"=" e Post Bolts o _. a -1 .>:. i� $ IIx.- ; - $ o 1 v x C SxZ _ s+- k ® o _ _ "'g �f --- a � A3� I� w ; 4<< 9!ih,v '>"sr -A 1 IN 4t1XI R i ii4l !' N9 bA W " e� CURB � e p p J '0 �#, a '1$ $ } - Y pa9 n o� sx u s d k3 fi € 1ks 2 a� ��^ With Washers C �s v' Anchor Plate o Tam er roof " TOPSOIL Klee reak n n <a < - ux s �a _ ®a e, I s,:pg 1 03N..9 8 > `s ` 2 � x W ` "AQ x e s H 3 ,� mh o rc. to 1Z f..3'' I zsE� �s>i� 3 s` < $< is "5z o<uu$ :i'dYz a •i - - B M 14 r ig ,c.7j X8 i 7 .v�s : a £ tae a �` ?� � i'h j i� `k � a^ab z > > Q �i tt - a =x r-. k = 31 5 V � �� 1� � � o �„� ��$ _ �� 3" MNDOT 2360 SPWEA3406 ode 25 O �m # ti ,*: 2,Y 3 3 4 j� I_:; � b > e 1 '� K a tt o "S a i m= $v n iZE a1. :' N 1 ® 1 �g€��# z� :fry H `s'`y�.ab z�6sat3r.�gp�67d �O f E7'nxw'-4 Equal. Curb �._- -� y54�', ! E € z qhs ; I° `F: I••_ b a X a o a u 6" CLASS 5 BASE �- - - - - - _ ,I 2 _i #-P :5-- % --vs I-__ :I W=i I ( .� �i �� , i§, �`. 1' 5 yN � b i COMPACTED SUBGRADE PER SOILS ENG. - - - - c 1� - I . { Qe a i. - 3 ' 1 e l - - 1It=I1 #-I1'I �� s I z $ r a, h I, 5 I; � 1 I ,i a : i r: . e v b" ` ® 3 LB. 10' Anpfior . a ,� -< i e ffi 3p ` O I to Concrete Installation Post -Pneumatically Driven II 2 o F � � -, 0 tl- k 8^ a � I 8$ 'yo `> 'S < j } ,; M �� CJ a -� '= V • :• o�gipo �u ?�'aci O`3 w - - - . )) n w 4 U ®e il? �I Z 2 i iN Z F' 111 a z Q li" w J Soil Installation I @ Il! a U` E"i �? 4 CS `:. t rc � 1:-. �f --f & Dir o s " - a �,� r I:, ,' E ® TRAIL 0 z D s ou V. z a mg i ihsri._LWcaulsAEC-tisN\ItU iD z r# a:. a t Y z-_ H ah' b '. < < xwsrs n[rxwa hii 2h h s. . L -s. J o r- r 3� O 'a c'' a 9 % 0 G _ a j 'j• �o°' O U p' " $ x • = kue r ±�3 E `s -� Wog I 3 _ _ x• > o _. o i- _ p - d /] v a S o. b x " ' ;Iris x s _ he 115- - I� z, a r' �,' 1z < 9 u . u � _1 - Q . Q = 3 � n ��Itt < ! 5 . n _� X4 7 _L -_' _-f , F 2 p 20' RADIUS 20' RADIUS o e; `� I13 5 o N, € I K1 4 m E- I _� �� /f � r I -. NOTES: - o t-�- , �� c i X; 0 � gt' : a rj.- Wz ! r, �e�® L ( o c - . 1. For Location of Street Boulevard V 0 _ / --n = r I�� :� � � �� 3� Uw a l � � 2 Contact Chanhassen Street r 1� h H <W NOTES. � e h Signs and for Traffic g c Si ns, ss- = n > -Y;. ! Superintendent 952-227-1303. 3 RIfli s k sE 8 I ;� P� @ 1 a `u s i ry T ✓ ' _• i. s ?i a ,. 3 _ ( y € �� e � H a 1. SHOULDERS TO BE BA�ICFILLED AND RESTORED WITH OPSdiL AND .,;;,5, 2. For Material Specifications See I f, 3" € - F3 ! Lq c"n fid• f w d< $b z I t`3' �. z .3# i . 9.sx/¢�wouciac._ - 1 51-®, _ j N a�.,..,l ,� 1 �< I o w" •• &W I RE -VEGETATED WITH SOD OR SEED / MULCH. Section 4.11 of Standard Street 11 1. o.1. SF 3 t a._$"�" b I < q=kl s o `W 2. THE CONTRACTOR OR DEVELOPER SHALL SUPPLY A 2 YEAR tOG'!a MAINTENANCE o -i Specs. r ! � �, r _ I :::{ ° a a I a � z ;b BOND UPON CITY ACCEPTANCE. c ` •vwa.�p." 3. Public Street Signs Shall be ,_ i I a _ot z k - y g X b rc ., / sh-,,sx axean/u s. g O : I EI fQ � �� 1 I gi x?� � � � - i i � i T =g � s& § � W5 i � g . x?aiwr"_ f ? i �! ff 3. THIS DETAIL / SPECIFICATIONS ARE MINiMUMN REQUIREMENTS, ADDITIONAL DESIGN k�;� White Lettering on Dark Brown I l A. s a'. { tt 1 x I A i �'s1 4 c ,° --' °d`.�" `. ;�"� Background Double Faced DG3 0009 _,.- u. p a I £� ®® t ccc„_. -, �f - � MAY BE REQUIRED DEPENDING ON EXISTING SUB -GRADE SOIL CONDITIONS. -A g d High Intensity on 0.08 ® __ Ill 5 W 4. BITUMINOUS TRAILS MAY NOT BE CONSTRUCTED ON UNSUITABLE SOILS. NO WASTE f3 p _ I $< Aluminum. wiz tS w o = Er a°' >8 MATERIAL, BLACK DIRT, OR ORGANIC SOILS ALLOWED. ! i p - � �: 5 <d µ € < 4, For Private Streets, Signs Shall {� Q 1 b Y s IN 'Sc 3 . v, o.. I Y� �, g e gbD! Mi � s a 1b ij I }S 5. PATCHING OF EXISTING TRAILS SHALL BE FULL WIDTH AND NO LESS THAN 4' �' be the Same as Above, Except s5ZSa t LONGITUDINALLY . .Moor s-w(,eo PLAN s €E1 w. Lettering to be white on Blue �___ tSHEET i 11 wg I 5-297z5o'5 or 5) 6, A 20' RADIUS SHALL BE USED WHEN TRAILS INTERSECT TRAILS. 1 Background. y s"2 p t3 3511 I iMra!i ND 5--e9OMD PLAZ% 7. NO RADIUS USED WHEN TRAILS INTERSECT SIDEWALKS. Sia AY is a211? SHEET 4 5-89�.25a !4v ta, Y'12 t4 iS 5) aff nu Pedestrian Curb Ramps Cfff OF Pedestrian Curb RampsUlf �p�ry p gttt+ �Cfff �y OF edestrian Curb Romps C ff OF Pedestrian Cut b Ramps �rQ 4111 Vr BITUMINOUS tl!! VT STREET AND TRAFFIC mom Page Z of 5 CN� Page 0f 5 0=3 Poge S of 5 OMMEN IPage 4 of 50 �� TRAiL S,GN INSTALLATION REVISED: 10-16 PLATE NO.: REVISED: 10-16 PLATE NO.: ENGINEERING DEPARTMENT ,5 REVISED: 10 -is PLATE NO.: [REVISED: 1G-16 PLATE NO.: ENGINEERING DEPARTMENT 5215D REVISED: 1-20 PLATE NO.: E,S:ED: 3-16 PLATE NO.: FILE NAME' G:\ENG\SPECS\5215A ENGINEERING DEP.ARTMEN? 521 VEERING DEPART MEN - C Fil E NaME: G: \ENG\SPECS\5215D ENGINEERING DEPARTMENT 521 ENGINEERING DEPARTMENT 521 7 FILE NAME: G:\ENG\SPECS\52158 FILE NAME: G: \ENG\SPECS\5215- ENG` 521 FiLE NAME: G: \ENG\SPECS\5216 FiLE NAME: G: \ENG\SPECS\5217 CHANHASSEN FIRE DEPARTMENT POLICY REQUIREMENTS FOR FIRE LANE SIGNAGE NO NOTES: PARKING 1. SIGNS TO BE A MINIMUM OF 12" X 18". FIRE 2. RED ON WHITE IS PREFFERED. 3. 3M OR EQUAL ENGINEER'S GRADE LANE REFLECTIVE SHEETING ON ALUMINUM IS PREFFERED. 4. WORDING SHALL BE: NO PARKING FIRE LANE 5. SIGNS SHALL BE POSTED AT EACH END OF THE FIRE LANE AND AT LEAST AT EVERY 75' INTERVALS ALONG THE FIRE LANE. 6. ALL SIGNS SHALL BE DOUBLE SIDED z FACING THE DIRECTION OF TRAVEL. :2 7. POST SHALL BE SET BACK A r� MINIMUM OF 24" BUT NOT MORE THAN 36" FROM THE BACK OF CURB. 8. A FIRE LANE SHALL BE REQUIRED IN FRONT OF FIRE DEPARTMENT 2' MIN. CONNECTIONS EXTENDING 5' ON I EACH SIDE AND ALONG ALL AREAS F f - i DESIGNATED BY THE FIRE CHIEF. i=71 I ,'�I 11 'Rr i%!I r i CURB CHANHASSEN FIRE DEPARTMENT FiRE PREVENTION POLICY 06-1991 I DATED JANUARY 15, 1991 ANY DEVIATION FROM THE ABOVE PROCEDURES SHALL BE SUBMITTED IN WRITING, WITH A SITE PLAN FOR APPROVAL BY THE FIRE CHIEF.F. IT IS THE INTENTION OF THE FIRE DEPARTMENT TO ENSURE CONTINUITY THROUGHOUT THE CITY BY PROVIDING THESE PROCEDURES FOR MARKING OF FiRE LANES. Cf'i0F FIRE LANE Calm SIGNAGE REVISED: 1-1 D PLATE NO.: 5218 ENGINEERING DEPARTMENT - l --- SEE BELOW --N I � I � r _` T - - fir. _ 11 ___: � j - - - a - ;p ��jy p�{ UNDERGROUND .'i. �=: Y EXISTING SUMP DISCHARGE GRAINTILE a € US rRAiN€+_L c•EE DETAIL 52-3 SUM, UMP PIT Downstream Manhole No`----_-_ .e I "i, FOUNDATION WALL . MINIMUM 1.0` ---+r- ' ' I POSITIVE VE SLOPE. ON PIPE 2" MINIMUM AIR GAP SPACI74 i WATER:- AT R:Downstream I ! _ 4" €XIBLE PLEAS TIC P= -PE OF "l �'^ I OPEN GRATED GROUND BOX # I I , 90' BENDS r CONNECTION Tfi tD SGtAR�_ DISCHARGE I P t iN il ; II I I 1 � It __ F I _ PIPING LST ME E ALL " Ii CURRENT BUILDING I CODES i SOF HOUSE SUMP REVISED: 1 1-19PLATE PUMP C O�INEC TION 0 ENGINEERING DEPARTMENT DETAIL 7 -D: 12- _ E17 -iT -NT ENGINEERING, DEPARTMENT F:ATF NO,: Ci2,3�`3 FILE NAVE . ' _"4G, ,-t: 515236 CITY PROJECT NO. CiTY OF CHANHASSEN SEWER. WATER OR COMBINATION SERVICE (CIRCLE ONE House M ----a -----, Street Name s-o_e----------------.-, PiD jj_____-__--- _Lot__- Lot--- Block--___ Plat/Addition Nome----_< <_-__ _--_ SEWER: Downstream Manhole No`----_-_ Sta. at P.L. from Downstream Manhole _-_+--_-.- Elevation of C.L- of Sewer Main ______- Distance from Sewer Main to Cleanout_________ of Grade for Service to be installed -------- nstalled__-_e„_Length, I ength,Size and Type of Service Pipe___-_____-_-__-______-___ Depth at P.L. (Finish Surface to Invert),-_-__ Main to Riser Horizontal Distance--____, Riser Vertical Height __---- WATER:- AT R:Downstream DownstreamManhole No._------ P.L. Sta. at .Lfrom Downstream Manhole ____.._+,__.-_,_- Length, Size and Type of Service Pipe ---------------._____-_-----_ Depth of P.L. (Finish Surface to Curb Stop block) -______ 1` Denotes Sewer Service End v@ -Denotes Water Service End (SHOW SKETCH WiTH TIES HERE) C�QF Contractor Foreman Tied by Date LocationCertifiedand Depth of Service- b y NOTE. Service ties shall be swing ties of not more than 1QO In length between tie pa+rts and sh Ii be tied to permanent structures such as building corners, valve boxes, manholes, catch basins, hydrants, etc. Ties to trees, power poles, property tamers, telephone or utility traxes will not be neeepted. (t a &e mang�t 1Lructre yg not 0yyi,blewithin 1ti�iQO length a tryird ystij„marg, than 150' �a€i be suoolied �gpgj�gp�t Ill! flu Ur STANDARD SERVICE CHUMCHUMM TiE CARD REVISED: 1 1-19PLATE NO.: ENGINEERING DEPARTMENT 5221 FILE NAME: G:\ENG\SPECS\5221 -_ H,'Ui3 a THREADED METAL PLUG TO BE SET CINDER YARD i -".-_ 10" BOX COVER PLUG TO BE MAGNETIZED TO ALLOW FOP L,DCA=ES VIA MI TAL DETECTOR- TRACER iytR- TO BE _ BROUGHT BOX tiS'#T#; 4 ADD-T#OPAL SLACK OF1At#RE. - _ 12 X ?2" YA#2t7 BL1( WITH CLOSED __ _- I„ F�N �- -•---- Topsoil --- �.E-_� --- ...� I COVER TO MATCHH SURROUNDING / s i . R - - r - ---` COL ORS AS APPROVED BY ENGINEER. t < _f -. - l � < {s • I M ¢ > r i III >-_._.---- - i a _ I i A > ,R- ? 1T BASE I � "- FINISHED Gf A / I _- - , I.tPzpot 3733 '; �-' I � �.� i' T„ c 1 5 - : , 1 ONE PIECE SOLID 4" PVC i ELE , 4 �t" .., ro i �- C E - fiAk TYPt= 1 i I c AGGREGATE BASE , ,MN�c�i .��LIr�T it'�41".AR �R#2Q# �, in � � r r _11 E QE F.' A G i GATE zEf 1 , . ` 11 f�Dt3 3, _ Is �_ � z ---_. 1 -, ,--�- I _ I i COURSE FiLtER AGGREGATE - l 1 1 i 12 DEEP I ---tt t -# { ! !- - `is T3149.9Ht i ' } - I I -! i 1 L' MNDO. i .-v , : ---- II "jvIII 1 t I l j7jj T ff -- - i - i- t O t 7 j n,. T S E :1 I ! I �I---, � I --- I 1 ?RA#1! 1 M.pot 3 v3 G1 _ �X lug (TYPE A E Tfl1W I ! i ! I a E flF4 i Q I I Ix .�, 1 1: ,1 I - , WRAPPED TRENCH H p t _ jcu + d l CLAY EJB GRADE ti I I I s I 3-- I` Y : f < fl3,..r1 v �eY - 4 P F , E �. I I 1 i - --� � * �. [ I _� , 1 I , ,.- ER CPA I EG PIPE S� 35 I i i! I Q _ I SiI�3 ,ASE Fv.. 4 PERFORATED PIPE SDR 3 } 4 ! ems r _ t I # z, 3 (Siv EDL E {) REQi3,Rc[i JN?tib ROAD tRt v.#lt, • .1s �.,..a - k 65d W t_ ti I f-� f� ,n x r,. �,,.,. � I i � 11t rG*t D E 4u REQUIRED UNDER ROAD Tc S =A _ I I I,#,m;If► 111E EE�I.F PIPE PLACEMENT—s E tr [� 0 0 ,.. O ., I I 1 TRENC-H [DETAIL TRENCH DETAIL I _.a___I � # I I I - -F i I I I � ! '' 45 j � --- 1 € 45 .'t I t 1 I f"-1- i l l F # t I - I Dc's IOM OE F V c 'T M (' 4" i7 cl ti N' L> - I I ; - f PERFORATED WITHOUT SOCK I i ( -- # r' L,RAINTiLE PERFORATED I -- 1 I _, 1 F- I11 - - i- - ---fit€ T1 Ot _' T St a K I T . ' i 5 -- -�._ i _.._- : i 1 � -�� ,t,w P'!i StTR 30 ` 4" i I WYE PM -C, SIP 35 ' I PERFORATE I ------ ----. i e t_ __ _- I 1 I it r - GROUT--- 6 ` CON -. I AROUND \ � t�COLLAR i PIPE PIPE DE3AIL j`. I N \i' 1 '� r A#�--� N T UT-- F CG�LLAR I=,IJE DETAIL j. '--TRACER WIRE AS PER SPECIFICATIONS, • - 1 ( } eat � I I P. �LEANOUTS REQUIRED A. 200' MAXIMUM PIPE � , , I NQT„ I#lTt RsrAL€ ALL ENT3l1.ILs POINTS- I _� ' -, r e, SWING TIES TO BE t4DdtN iT#I AS-BUi' TS 1 OiLa- ; ' • 1. SOLVANT I LD AL'W ,JOINTS ON -=LEAN OU:, (NON-GASKETE..D) FOR ALL CLEANOtJTS AND ENDING PCItRfTs TO I. 1 C1.E"ANOUFS REQUIRED AT 200' MAXIMUM 2. M=EAN OUTS SHALL BE SPACED AT 200' INTERVALS (MAXIMUM) ALL f AINTILES_ # i i INTERVALS & ALL ENDING POINTS, _� OPENINGS tN STRUCTUI FOR DRAI`# T LE I SLOPE TO (}UTLET 3. BENDS ANT 3 RSSER TO 3E SAME SIZE AS ORAiNTItE MAIN. SWING TIES TO BE SFI�IISfN ON AS--Bt1lLIS si MUST -- �, � � ,- ; r FABRICATED C DRILLED. • � - 4. ALL DRAIN-PLE MUS HAVE TRACER W,RE BROUGHT . ,~P ,O HE T- _ SURFACE AT: BE C Ep _CRE LEO F€? At_L. �_EAfditlTS AND EAfT#N> PATS Tt� .. "HIS DETAIL TC? BE USED WHEN 2 OR #�E t ,. � EACH STRUCTURE ,h TRACER WIRD BOX PER DETAIL _ 1 = AT A CLEAN EXISTING , �. ALL ;aRAtNT11_�... B E DE � X50 OR LE SOIL CUT , f f 0 )4 i7 � SUB ..0 S #� , , � �3G S � S f n , 3. OPENINGS - #N TR #"# rt R T ,. OUT #�tDt#€t4 V E' F� �`i`R ~°. I ;iI<AINT' T ,!4==:, n y_ ,LtPr TO TLETS S #TU E D DRAINTILE C S ABOVE, COMPLETION, HE �_I° BE LE O 11'ES, BE FABRICATED E DRILLED. REQUIRED TO LOCATE VIA TRACER *RE TEST. __ 4. ALL D %A&TfLES TG HAVE TRACER WIRES, ,. �. r-- e�i ,B-SUR1- AC;, PVC Ciy/ 0 C�iOF 4 SUB -SURFACE C�fu ALTERNATE. 4 SU SEN DRAINTILE SUB -SURFACE 0 TiYOF OMEN k'LEANOUTS FOR INLiNE -'- aMSEN DRAINTILE END OF RNUN CLEANOUTS r t N PARTM NT i) rR _ - -I T77 �_ �j �. RE4E F i -2C PLATE NO.: rN r , ,-r _ �N -NEER F Iy E E PLATE N FILE NAM s rNtz ,.., u �€ � REVtaetl. •2-19 - RIS, I r= AIPT` 1 P �� _;' G11��ik'N � DEPARTMENT JC 0:4 YL : I' - - 4 `�3 - - SZ i L£ NatF _ == .__.:.. --7- BACKF•ILL AREA WITH ROCK WRAPPED IN MNDot 3733 TYPE 1 GEOTEXTILE FABRIC IllEili l 1 _1-- -I t i it - 1 - . Q- ° .. 11= I . �-- ' _u - -, _ - `it�_______I If - _� NOT I-CINNEC T ,; i Iii -� r i iii I I=i i I I 1" i EXISTING I; tllal#! l tl , 1. II f ;® -. , _ �/,#,'NTILE PIPING �ll��{;, EXISTINis ORAINTiL=, T IVC „i AND PIPE l Ri.- NCH DETAIL AIL - ROCK TO BE WRAPPED N o" PLP54IL b 011Ers --4 ; MNDot 3733 TYPE 1 GEOTEXTILE FABRIC: \7 I I i �7 - I �_4 I' �� _- - - I - __ 1 C_)URSE FILTER - i i AGGREGATE 3149,2H - t 3 ` r" i 8„ i �_ - 4" MINL DIA. PIPE - H I "#« F t """_ C�QF 0 TYPICAL PRIVA T E omit DRAIN CONNECTION .. -19 A �I gF t,, ?T ENG N_ERI,NG DE. A.. MENT PLA O , I TE NCI_ �< . i : r Furl +.l1: C:: lE-3G`•.:�PFC � •5� m l6�sn T112-0882 HARDWARE PACKAGE INCLUDES: j_ 26(660.4) CAPPED ROOF W/DRIP SHIELD (4 -SIDES) I '-4(355.6) 8'-0" (4) 1"x4" GALV, CARRIAGE BOLTS FULL THREADS. f P. {4) ROUND FLAT WASHERS_ __T PHOTOELECTRIC CONTROL DEVICE 2' 0" 4'-O" 2'-0" 1/2"x6" Galvanized Bolts (5) 1" NUTS. I- T with Cut Washers (4) LOCK WASHERS. & ! AREA LIGHTING RESEARCH iySST-IES a Pre4orrned Joint Filler Betwe - � (Carriage, Hex, or Sq.) GENERAL NOTES TYPE R LI!MsNA?RE: {4) 3"x 3"x}" TAPPED RETAINING WASHER. 1 TWISTLOCK RECEPTACLE, 3-TERMINAL_4) Sidewalks yr Concrete Afefls o ~- S'dewclk or and Concrete Foundation BY T EO SHALL � adAB i cit -A0 -3r t AP"t-,teQA€ OR nxT° ss APPROVED � 1000W. 240VAG r � � I 7-1/2" 1 9 THE OtY Er>�y.M�€dip D£pAR?t�*dT AS AN tM £#,tail 8.75" TO 17" DIA. i (MAX){ } t G�_rete t�r�o Approx. 1; 4" - BOLT CIRCLE ® PHOTOCELL TERMINAL BLOCK I ,; , .. . sa 7-. r#x11. tr�stTs tum: i . , ' ' . :• ea E 3TC '3i: !4l sft�:,N'73£ �5 CFC'4 ?Wisi it -"epi it! �2slfxitJ - •.. s (4) NOTCHES IN SHAFT - - .--i- 120/277 NZ s �+£ CONTROL POWER TEST SWETCH, 2 -POSITION a 1 3 =latzx sRi�izE GL11,cNd ieDtts, aNTH A TRANSLUCENT FLAT LETdS � TO ALLOW BOLT HEAD � ! '� f ,- 1/4" N CLEARANCE AUTO' --'TEST', ALLEN -BRADLEY TYPE 80OT' 1 6" M ri --- _ - e (D A% SNA.LL DIE-CAST ALJ�tMM i 1/8' UPS�E'PT ARM f°+W MOUNT ?�„ { _ - _ sx1. A a' CKs POLE ACAMW I NOTES OILTIGHT #80OT-H2A. E + fat =- Q E:CH-IG ST ARD SHALL BE t sit_F-t&An€RItG CAPE TAPPERED STEEL, 1. FINISH, HOT DIP GALVANIZE PER ASTM --A155 {LATEST METER SOCKET, 200AMP �Z" : 1'-3 i/4„ ! ° L E€t 4ND a vR SMICS FOvE a COW- REVISION). ). 0 -!- - , - t = ," �- FU`i.ndC!T"? inSidewalk, I - i..� , 4 REat€}t+4°di,.E ik€A`tB:fCPriGaf DP GCItBPi&iE. f ---m--- DOUBLE PADLOCK PROVISIONSteel ifr'ire "vlestt ___ -- t F 2. BASEPLATE TO BE PERPENDICULAR TO SHAFT AXIS (& ) GFI CIRCUIT BREAKER, 20A71P r 1 I cv Or t�Car1C` rE'LtS C \ AND HOLE CENTERLME CONCENTRIC (4.185) TO SHAFT AXIS. cN Nominal �b � 3. STENCIL MIN 1/2 IN. LETTERS MANUFACTURER'S NUMBER d SURGE SUPPRESSOR, SQUARE -D ySD5A117 Y [M 1 "x8"x8'-O" 2'-2" I r II AFTER GALVANIZING. � ! CONTROL POWER TEST BREAKER 15AMP/1P o No. 1 MIN. I 4. PILOT POINT AND SHAFT AXES TO BE CONCENTRIC (+/- u) SEIMENS TYPE 'BO' Grade Lumber 1 i 9.66" DIA. .125 F/H) AND IN LINE {+/- 2'). FULL DEAD FRONT Preformed Fo€n: Filler Between - • . • - _ ' GENERAL N � 5. PLANE CUT SLOT PERPENDICULAR TO THE BASEPLATE. MAIN CIRCUIT BREAKER 100AMP/2P Sidewalks or Concrete Areas CsEtl O! 5 _- 6. PREHEAT. TUMBLEBLAST, HANDf,R!ND. AND CLEAN ----- -•-- _ " E M; :A ra UTCES rr T^ COWILY WTH >' SEIMENS TYPE ED4T D42B.00 and Concrete Foundation - i-- Grour.c s_ Ex. Ground i tt�#m AsxirtaY si'�"1-!- "ate ALL �- a BAS�PLATE HELIX AND PILOT POINT ON ALL WELDED AREAS. I �Y OR �•vZ M 1 AK ' AMS• jT�j� CIRCUIT BREAKERS, 2-60A/2P SIEMENS e- .4!__=' aoI 7. FLAMEOUT IRREGULARITIES PERMISSIBLE. {1) VALLEYS NOT I j l j l ,� / APPROX. Tri EXACT iOCArOit OF Ali $MEET L -cyst A ga IEg SHA". 13E STAKED e1' � €�vG I•p- TO EXCEED 3/32" BELOW NOMINAL SURFACE LEVEL. {2) � 11M TYPE 'BQ', OR EQUI! t' a" , ` � „!�� 2•_$" iI �P� BEINC PROXAGED ON "US PROXCT SttA0, BE tMSPECtq AND APP + FOR PEAKS OR POLITiVE IRREGULARITIES NOT TO EXCEED 1/32" ( "-� "� t 4"DIA. 36 ' Min !' 1 B" in - INSTALLATION PR14R TO WSTA"Ti'. 9Y XCEL €NE Y OR M."V.E.S. MAINTENANCE PROGRAM- ABOVE NOMINAL SURFACE LEVEL OR INTERSECTIONS OF � .j •'�`-''�`•"�"}"`-s'• ` t CGOREWATE THIS PROCEDURE WTH THE AUI)iMZM XCE EN€nY OR k.uE.C.. REFRESENTATiVE �HEL[X NOMINAL SURFACES. S � i1 I__ Treated I 000 11'ril CONTACTOR, 2-60AMP/2P W/124VAC COIL. - 2" $, ALL MATERIAL 15 TO BE NEW, UNUSED AND MILL ! 0 V 2" Wood P{ystsA E METAL coACPOtnr SicALL s€ FACTcxtYiEfl 9A Auer aaAat€L � ALLEN-BRADLE . TYPE IEC', OR EQLAL !i Ta MATCH ODRTEN 4 -YEAR ir1EATHEr4NG STEEI_ As PER M1I/W7 SPEC. TRACEABLE MEETING THE FOLLOWING SPECIFICATIONS: l Ii!E � !! � � � -Lander :f Dsrecte�l b�> the 4"x4" x $'-0":- 0 DUPLEX GFI RECEPTACLE, 20A. I Steel Wire Mesh l I BETE AsSE,rLr SHALL BE ST��LY OE0 FOR too MPH at50 LOA- {LATEST REVISION) ?. Engineer to the Field ! i FOR,=P•A *rosm. STRUCTURAL STEEL (CONFORM TO AASHTO TECH. I No. 2 Grade ' ALL L4HT was (INCLUDINC RUNS 9:T'AETN u*41 POLES AND STREET exLas NGS) BUL. 1270.) 1_ �----- Foundation in Shoulder Lumber or better 11 A x. PACED :T. SHAFT: ASTM: A252 -{LATEST REVS!ON) GRADE 2. ANGLE IRON BASE FRAME WITH OPEN BOTTOM or Boulevard ares s NOTE STEEL PIPE PILES. ALTERNATE MATERIAL: ASTM FRONT ELEVATION V ' BOXES ORHANDH0L€s %+A -L BE NSTr AT ALL STREET t: � THAT RIGHT SIDE ELEVATION The barricade board face surfaces shall be fully reflectorized in SERVE AN OPPOSITE SIDE LIGHT POE A53 -(LATEST REVISION) TYPE E OR B. GRADE B. ALL RADIAL SECTIONS NORMAL STEEL PIPE OR ASTM A500- LATEST REVISION N"S alternate silver -white and fed striping, using a reflective sheeting . � PRO,"D= AKAWAY FUSE HE RS L:'r.,ATTL AT DOOR '- TO AXIS + - 3' { ) - t ) / GRADE 8 STRUCTURAL STEEL TUBING. 14(355.6) Foundation Shat1 be 6" longer and wider than cabinet base to be installP^, conforming to the requirements of MnDot Spec. 3352.2A2o, Standard No. 1 HELIX: ASTM A636 -(LATEST REVISION) HOT ROLLED or as specified in Plans or Specid' Provisions. 1 1(25.4) . . 4 5. 35 6 STEEL.tmanufacturer, 2. Anc o'` rods. u €tn w - heT #s d washers as approved ' shirks. b C PILOT POINT: ASTM A575 -(LATEST REVISION) STEEL 1( 25 4 (Number fife rtn s lersg#h of anr3ipr3d5 s1~oily5e as re.red by he cep:net Prior to installing the reflective sheeting, the barricade boards shall be I - --- 3" INTERIOR DEVICE MTG. PANEL AND CONTINUOUSLY manufacturer,) given o complete coating of White Wood Primer point conforming to 1I PITCH BBOLTS: CARR BOLT PER ANS! 610.8.1, 845 .IAES tiNGED DEADFRONT 3, i et art of foundation sflols be bene'ecl or chomfered in 0 nect mai e' 1 ao OPEN BOTTOM ' PrP P n as MnDoi spec 3513, followed by a second cont of white paint conforming to I t rc -- �- GRADE -5. o directed b}' the Engineer it the field, MnDot sec. 3531 applied only to the surfaces not covered with reflective � ANGLE IRON BASE FRAME 3 i6" X 2" X 2" . PP y I 11!r� srALscrc BASE S#A3 er r-� A__ STEEL. i T0. 9ASEPLATE IS PERMANENTLY STAMPED VnTH ' ( / } 4. Conduit (riurn#er and side) Into foL7#Elc7tan sfiial' -be as required sty PltXi& or $ ac;ai "T 9 p sheeting. s ACCESS LOOK {ALL BE R€MOyAOLE AmzPnN e- x z 1/a" X D'• wOH, ALL RADIAL SECTIONS NORMAL MANUFACTURER'S IDENTIFICATION "ABC" IN 1/2" LETTERS AND � ry Provision. Top of conduit shall be threaded and copped after installation a t CQNSTR TION NOTE it _�° p T PROVIDE � TO AXIS +/- 3' DATE CODE IN 1/4" LETTERS. ? UC S turTt.. ,tgno# cables?Ire installed) Conduit shall prCy;eCt 2"m3„ cbcve Concrete a,�rJ The barricade boards steal) be completely lintel and reflectarized 0 1 NAL ' L 11. HARDWARE SHOULD BE PACKAGED IN BURLAP BAG AND Yt p F sh�1 b,e located inside the cabifi et base wnere dT- acted )ay the Engineer, P y P I T#4 ° rsi A c i. ASER ICE CABINET SHALL BE FABRICATED FROM x!12 GAUGE but shalt not interfere with any co,oinet supporting meTTttaers. sheeting applied before being installed on the posts. 6 7 � F€ENR LEADS TO E .tlWNAIRE SHALL EXE 0 FRt0! 4E i�WJKR C4&ts N TE g � ATTACHED TO FOUNDATION. LL ORM_D ND WELDED GALV .NIZED STEEL FOR OUTDOOR OF THE STAtdi}Ai7t7 �i ARATs 6 Ar W ,N-TI4E-LWV_ rp S. WIAGL 1(25.4) DEA. MTG. HOLE (4)` WEATHERPROOF SERVICE W/HINGED GASKETED DOOR SECURED 6. A / 5 Qts. X 1 " ground rod s a1# t iristzii#ed in the foundatii n and pr :eCt VU SM HELIX MUST FORMED Y MATCHING - g� A: TO -. AN L s BE o EDB c G P s'- " 54tRi.ESS 4#kdNE_ �+A±L f .rte i t.. � Ea;tnt I1�IS�e _ W 3 T. PA L CKA VAULT T T RN HA i •• r o / D 0 BL£ LL U LADLE. HINGES HALL BE 2" 3" above concrete, The barricade shall be placed 10'-0 from end of bituminous road, barricades N TUE-Ltt "TERPROOF FUSEMOLDER Ti PE HEB •ITN A B13$ IAA TYPE FNM OVAL METAL DIE RECOMENDED TORQUE: NO GREATER THAN 16.000 FT. LB- S.S. ER/BRASS PINCA AND SECURED TO CABINET */N0N-CORROSIVE n concrete Ez_EMENT€U_ TAMPERPROOF CARRIAGE BOLTS. EXPOSED SURFACES SHALL BE 1 A sidewalk or con U, e.e area shall be on the door Szrle of the o €net in ai`. cases. to be centered an the roadway, to be facing trofic flow. (SIDE V€E* 4F TRUE HELICAL FORM PAINTED A PRIMER SHOP COAT OF RED OXIDE MHO 3507 AND { ) BASE LAYOUT ?. Crsncrete mrx 31-52 with granite o9gregat�e €,r equal to be i spd. for rauneoti,^,ris AN OVEN BAKED DARK GREEN ENAMEL, MHD 3552. 1=�=� - z Cabinet iieys to be famished and concrete wa#lam. Barricades to be installed in accordance with the Minnesota Manual an C, with each cabinet. 2. SERVICE CABINETS SHALL BE UL LISTED AND LABELED "SUITABLE 8. Service enclosure. shall t'i,-,- orientated away from odic -cent street/porking lot 11-rI>;r*. Uniform Traffic Control Devices. FOR USE AS SERVICE ENTRANCE EQUIPMENT". LIGHTING SOF SERVICE CABINET his �OF OF trli! OF STREET LIGHT F UNDAT lull Ul TYPICAL 0 Clow LIGHTING PC��=E ASSEMBLY I�• #C,,f BASE DETAIL OWMEN SERVICE CABINET0 CON= BARRICADE T REV!S£D:2-OS _ TPLATE NO.: REVISED: i -t0 PLATE NO.:• _ , EIvG16*EP Nr FtEtISEDf 3- A.,E P 1' I D PJiRT tE{d t ; T REVISED: 1-10 PLATE NO-: -! ! N IN IN E ARTMENT 5241 ENGINEERING DEPARTMENT 5242` ``Y` ENGINEERING DEPARTMENT ENC NiERIN a OEPARTMEN, �24%j FILE NAME: G:\ENG\SPECS\5241 FILE NAME:G:\ENG\SPECS\5242 - 5244 �ti c fli�it#i-� i-: \r'Wt:\SRFfi€\#�?did - _.-.._ FILE NAME: G: \ENG\SPECS\5244 DESIGNER NO. BY DATE REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS CITY PROJECT NO. IIIIIIIIIIIIIIIIIIIIIIIIIII TCW INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT SERs s0R FILE NO. L DETAIL SHEETS pRgCW gy SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE �� °N SATHRE-BERGQUIST,INC. 3120-079 SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY LAWS OF THE STATE OF MINNESOTA. W , ' �-_INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY.CHANHASSEN, THE BLUFFS AT LAKE LUCY �O CHECKED BY S. �� o �,,, 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000 _") SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE m CO RSM USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING � N �� MINNESOTA r� L DATE FROM ILLEGITMATE USE. ROBERTS. MOLSTAD, P.E. ,� /�8 0tiFRs P�P�� I�HAN Tro. ..v� DEVELOPMENT, INC. �� 07/08/20 _ ate: Lic. o._ ti° DESIGNER TCW DRAWN BY TCW CHECKED BY RSM DATE 07/08/20 / P rn rn pw. u o 3i.s'c� O��Om A P6J�Z z�RFg dig i.n v, Wei g Qhit � n.�iQ iq-59-,x4 ,^ i4 r ((n R�3pC .�� C r� rpy8Z .•.: R P`YO S � Ra a A pp TIGHTENING g ®� A �a ga Q g wa � Y f � - a r= 6 4 INSULATION t m a Y i --BRASS TERMINAL W £ a - t -s a c ZI it r Y COMPONENTS x t £ F : rho f n m na t Y i 1. 11 LR; vimsl � r� p o i � I 0 , $ g - y - ties w *meter proof tape at ra.0' iat0,vay F e� z ;r &*"*. "to flew fttin" thea: fit£f:•�r!�{5 rr'itknu Y! v ting is I.v. to ii L, X } titre wtring. (sey, ` " t F STATION AND VALVE cow -, TTA, STANDARD DETAIL "FSI 5+12 E �-� 1Et t�[ zi�lt _ ! a�€��c�ttssn t� PAi2 !lf NT z IRE -.AN Wa4,r Service--tPlanview 37i , L 3 4 I o 'eI � I come -cwt or oppro..A e4wd, 14 /gp37� >$ mom f�3 s q 4>i�ii TRACER WIRE DETAIL v� lit 13 R� , FIL,- NAME: ;5u4 I Patzo $3 < _ • FY� 11 w Ka OR F$ 'F fl P- • g jj m� � s i o rf1 YR tn� 0 P 9 pp p m }�} r Z f ^n 8 s 8 i z � � Y p r g f r� ui a 3f c a Y ligh" . z � v, Wei g Qhit � n.�iQ iq-59-,x4 ,^ i4 r ((n R�3pC .�� C r� rpy8Z .•.: R P`YO _a$ r� Q Q N A pp t Owti3t°Xi ----.� \\`a3 0 600e G1111 C a o9 O(DI 1 12 AWG Copper 01.dstee-btre trn-er PENTAGON t 6 iL Ts = p Y > € v `] R S ."n m �F. TIGHTENING g ®� ONTO BOX —CAST e R p€€ IRON LID x � - a r= 6 4 INSULATION t m a Y !STALL WAX PACK / --BRASS TERMINAL SOUND COPPERHEAD/ AND MOUNTING Y COMPONENTS x b _._ ----.---_-__a i i 1. 11 LR; vimsl � r� p o i � I 0 , $ g - y - ties w *meter proof tape at ra.0' iat0,vay F e� z ;r &*"*. "to flew fttin" thea: fit£f:•�r!�{5 rr'itknu Y! v ting is I.v. to ii L, X } titre wtring. (sey, ` Rl 0=4 - __ 4i eTiSi-fl fit .wr, itiat blrtfi tpcII455 Cffi:': �'a bee ±5 flUkr� �rMlrit�J'ig t F STATION AND VALVE cow -, TTA, STANDARD DETAIL "FSI 5+12 E �-� 1Et t�[ zi�lt _ ! a�€��c�ttssn t� PAi2 !lf NT 3.iid not otta: h taresi& ci restop to Gpo� -.AN Wa4,r Service--tPlanview 37i , L Nat to scale I t S ATIGN - c tic'` �p Si/i ST>:i'RAPt7 `ETA=L I 5,4i,-$-iGr - i �I i 2.10" CASTI IRON 3.48" -- - COPPERHEAD MAK PACK s { TAMED TO TUBE i 1 ' { PENTAGON j HEAD BDLT FOR I 1 TIGHTENING \- 1 ONTO BOX I CAST IRON LID NYLON i- I ' INSULATION RLf�STIC � I j WASH ERS i{ 2.62" O.D. - INSTALL WAX PACK I\ --BRASS TERMINAL AROUND COPPERHEAD AND MOUNTING TRACER MIRE COMPONENTS f tt TRACER BOX LILT 1 APWA UNIFORM COLOR CODE M RED - ELECTRICr_ . - .1 YELLOW GAS ORANGE - COMMUNICATION M BLUE - POTABLE WATER, GREEN - SEWER M PURPLE - RECLAIMED WATER NOTES: INSTALLATION SHALL FOLLOW MANUFACTURES INSTRUCTIONS. CAPS SHALL BE COLOR CODED TO BE SPECIFC TO UTILITY BEING TRACED. MI AV TYPICAL MAGNETIZED TRACER BOX CONCRETE/DRIVEWAY BOX CD14 TP tt@'TfSM: 212 PLATE NO:ENGINEERING DEPARTMENT 5500 FILE Mali€: G:\ENGWECSA550a --Int 0Rd R1L z n2o-€ O !2x m a O 8 i J e *R : 8 s >_ £ 8 +I4 a a Ry s q y A 44 fis po x�� A9R n N R !.F m N ! n n ni z a MN p 4 ■ �'g ix o ego s 08 ill .1 ,R fit R ^E'S3 R jglA ! $ R'+ a m z = 333 z €� i"t .494 gy 37SSY$ f� F " A x tS r ,IAll b as s c iE > z'R - RIm y a$ ra t S a wi'a , R' I� Ee' n a & Q� A q' 2XX ' 7R A xy - A w n R04G 'WINT i - COPPERHEAD i ? i WAX PACK 3.48` ALL tf j # TAPED TO TUBE PLASSTIC I l _2.84 0, PENTAGON I ---- �HEAD BOLT FOR ' I TIGHTENING 4 ONTO BOX —� CAST j I IRON LID i 1 I PLASTIC WASHER, 6 NUT, AND WASHER WITH SLEEVE ADDED ' TO INSULATE BRASS COMPONENTS FROM i CAST IRON —f I BRASS TERMINAL €. AND MOUNTING % 3 1 INSTALL WAX PACKCOMPONENTS AROUND COPPERHEAD/ TRACER WIRE - �` TRACER BOX LID APWA UNIFORM COLOR CODE M RED - ELECTRIC = YELLOW -GAS ORANGE - COMMUNICATION M BLUE - POTABLE WATER GREEN - SEWER 1=1 PURPLE - RECLAIMED WATER NOTES: INSTALLATION SHALL FOLLOW MANUFACTURES INSTRUCTIONS. CAPS SHALL BE COLOR CODED TO BE SPECIFC TO UTILITY BEING TRACED. ffff 1w TYPICAL vr MAGNETIZED TRACER BOX mmm LITE DUTY BOX LD14 AD] REV SSM. 2-Ult'LJiTf -: ENGINEERING DEPARTMENT 5501 O rA An c n mB if Z r m !Jig avE� ss F to N i g3�R HimIt tp PP A gall � +s.�a 8 1 s g y # j(( fit 'r' a �" plat !f I t Y , £ a � z z i � o y Y O F s 1� a o if 0 ot3 . �'L'i x�_„x„ WHY a 2 V;l rid �e � �.yy, € R, €; .T%;+ x� I � L aR n R Y _F R 6 ; . ra a I Ax i_' � � li - W N g IR aR � A i i.- a S r - { IIs- i vj 9 € t •t l.� - FT TAT: 'd AN t W� I c : STAt? DAFru e`7ET� _ -A 1 Buz j G EPARTMENT (C EVAMM) 3.487 Owti3t°Xi ----.� \\`a3 fr —Cir- S isw m gs bc- iFece arire u^ess 6.:.. 1 12 AWG Copper 01.dstee-btre trn-er PENTAGON t 6 iL Ts = p Y > € v `] R S ."n m HEAD BOLT FOR TIGHTENING 0 ONTO BOX —CAST e R p€€ IRON LID NYLON � - a r= 6 4 INSULATION s WASHERS I !STALL WAX PACK / --BRASS TERMINAL SOUND COPPERHEAD/ AND MOUNTING aACER WIRE COMPONENTS APWA UNIFORM COLOR CODE M RED - ELECTRIC R YELLOW - GAS C � ORANGE - COMMUNICATION M BLUE - POTABLE WATER GREEN - SEWER ® PURPLE - RECLAIMED WATER NOTES: INSTALLATION SHALL FOLLOW MANUFACTURES INSTRUCTIONS, CAPS SHALL BE COLOR COOED TO BE SPECIFC TO UTILITY BEING TRACED. aff AV TYPICAL MAGNETIZED TRACER BOX Gmm ROADWAY BOX RB 14 TP �iEVtSE 2-32 _ pLi�TE I-: ENGINEERING DEPARTMENT 5502 Ft ENAE: �a:tENGf NO. BY DATE REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING FROM ILLEGITMATE USE. 8, PROJECT NAME PROJECT DESCRIPTION—A 54 LOT SINGLE FAM1LY I � RES DEd TlAL S B llC„lfN 1 i DEVELOPER— NAME i PRONE NUMBrER CONTACT— NAME PHONE NUMBER I i � PERMITTED CONSTRUCTIQN HOURS—tN.—F RI. ' 7AM-6PM SATURDAY i 9AM--5PM ABSOLUTELY!!! NO CONSTRUCTION ACTIVITY, { MAINTENANCE OR DELIVERIES ALLOWED ON SITE OUTSIDE I OF THESE LOURS. l i CITY OF CI-IAN!°IASSi"N €%CINFER!i'*!v DEPART'vIEIJT 952-227--11,60 NOTES: 1. SIGN SHALL HAVE A MINIMUM OF TWO POSTS. Z. IN STALL S St NS AT ALL i (ON T RUCT CN ENTRANCES. 3 SIGN SHALL HAVE WHITE BACKGROUND t Vt T H BLACK LETTERING. 4. LETTERE SIZE TO FIT 8' X 6' SIGN, 6' off OF DEVELOPMENT, (NEO SIGN PLATE AAsillte�.. .+ - ..t ENGINEERING DEPARTMENT „ATE 53131 j� I-ti_E NAME: G: \EA�G�E\531 N - Trace wire or, east side of water -main piping NOT to Seale CG'£ti,top (TYP) I sLI Trate wire or. north side of i t-Wtay .Connector etc Watgrerfair Two � way c nnea. with shairl jump s vette 7 i i tertratn (TYPt--/ Weterrri;t#n• aass—f _ I j - Mufti -fine `ateral 1;fg connector (T*TV) L .,, �a Bade ie--{}raui'3G Water service iTiRI trace were wows bo - .d drsve=-- rr ognes�um I _ graursdir.g ;,.a (see wctw- serxtce *@tail) Above t S]w, secured to hy3ro t #toe e -(see hydrant afeiarT) Hydrant (TYP) j { 12 AWG copper ctodsteel-bf�e (TYP) NINES: t. des shown aE'4y from pipe for :ty Wire s? I re installed on the hottatw Side of the pipe below the springline. The wire 5hd4 be fastenad to the pipe with tape or Urtvre-tn n=agei`urt, gr—dtrg onocle (TYP) Plasm ties at 5 intervrafis. 2. The canner -Atony must be made witt, tine 9aa90 apprcpri to Ccppernead Snakebite Locking Connectors of approved equal, TRACE 'WIRE PLAN WATER') not to SCa[e aff AIN LINE TRAUHER WiR.E-- mom DETAIL F&MSED: 1-17 ENGINEERING DEPARTMENT PLATE 55017 FILE DAME; G. %ENG SPEC 5513 HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. ,C_� 0&4 �_. ROBERTS. MOLSTAD, P.E. q `�g Date: ®? log 1�7� Lic. No. �-�'}° j t Am II 44,}7 I 41 e�I z iI i. rl � It a I i k CI - sit- -> € £ Zu.. ,_ £. ua 9 l L s�eb:�a T. i � x H ; ` t"f � Z Piz 1 fx e_a rs �� Q m� r f + AA3i ",gim`e�>�x�s^u y.f=�ffi z eT ��zs� s^> 5stl.�axxmg� %r:�g�. �F _ t tp4�•Hn:. fes.„ i+# 7 3P s ^. A ' ys�$ 4 n «� � � L 1- A I a as R> 6 a 3� • *A a pffi x ss�i i t �a A. g v+ `� iU KAP IV If �,: T ?A 7 I I t I I STANDARID EIETAIi i 54Gfi-A � 1_74 MONCERNG €r rc aFesls a. (ELEVATION! DEPARTMENT t N Owti3t°Xi ----.� \\`a3 fr —Cir- S isw m gs bc- iFece arire u^ess 6.:.. 1 12 AWG Copper 01.dstee-btre trn-er { QI--"tt 61 SAY %.nE 6 iL Ts = p Y > € v `] R S ."n m 43 $i ` f �. pr - k�t $ > o - `s � 'r� 1Ytr'QrtYP`J 0 _ 3 S It z ry e R p€€ 9 b s i .g. y C c A qq i � - a r= 6 4 r--kniM� to 7 --ling 1t. lateral Iug - '� ^' i a g#g�7 gin " p n< 2 h $ � 3 � 8 } I ori � i��+r� it I T_.O' and _77Z {) '1 b _._ ----.---_-__a i i 1. 11 LR; drown rsady ftceh the p!pptr:g &� « i � I S€rwxt ��aM water smite 1 I �� ::vrostr}p I i { too UC `2'dtened t6 the p siAg -ft(<>i l'St;d 5.T ties w *meter proof tape at ra.0' iat0,vay wetter srwee or:.i S i{ � &*"*. "to flew fttin" thea: fit£f:•�r!�{5 rr'itknu Y! v ting is I.v. to ii L, X } titre wtring. (sey, ` Rl 0=4 - __ 4i eTiSi-fl fit .wr, itiat blrtfi tpcII455 Cffi:': �'a bee ±5 flUkr� �rMlrit�J'ig t F STATION AND VALVE cow -, TTA, STANDARD DETAIL "FSI 5+12 E �-� 1Et t�[ zi�lt _ ! a�€��c�ttssn t� PAi2 !lf NT 3.iid not otta: h taresi& ci restop to Gpo� -.AN Wa4,r Service--tPlanview 37i , N - Trace wire or, east side of water -main piping NOT to Seale CG'£ti,top (TYP) I sLI Trate wire or. north side of i t-Wtay .Connector etc Watgrerfair Two � way c nnea. with shairl jump s vette 7 i i tertratn (TYPt--/ Weterrri;t#n• aass—f _ I j - Mufti -fine `ateral 1;fg connector (T*TV) L .,, �a Bade ie--{}raui'3G Water service iTiRI trace were wows bo - .d drsve=-- rr ognes�um I _ graursdir.g ;,.a (see wctw- serxtce *@tail) Above t S]w, secured to hy3ro t #toe e -(see hydrant afeiarT) Hydrant (TYP) j { 12 AWG copper ctodsteel-bf�e (TYP) NINES: t. des shown aE'4y from pipe for :ty Wire s? I re installed on the hottatw Side of the pipe below the springline. The wire 5hd4 be fastenad to the pipe with tape or Urtvre-tn n=agei`urt, gr—dtrg onocle (TYP) Plasm ties at 5 intervrafis. 2. The canner -Atony must be made witt, tine 9aa90 apprcpri to Ccppernead Snakebite Locking Connectors of approved equal, TRACE 'WIRE PLAN WATER') not to SCa[e aff AIN LINE TRAUHER WiR.E-- mom DETAIL F&MSED: 1-17 ENGINEERING DEPARTMENT PLATE 55017 FILE DAME; G. %ENG SPEC 5513 HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. ,C_� 0&4 �_. ROBERTS. MOLSTAD, P.E. q `�g Date: ®? log 1�7� Lic. No. �-�'}° j t Am II 44,}7 I 41 e�I z iI i. rl � It a I i k CI - sit- -> € £ Zu.. ,_ £. ua 9 l L s�eb:�a T. i � x H ; ` t"f � Z Piz 1 fx e_a rs �� Q m� r f + AA3i ",gim`e�>�x�s^u y.f=�ffi z eT ��zs� s^> 5stl.�axxmg� %r:�g�. �F _ t tp4�•Hn:. fes.„ i+# 7 3P s ^. A ' ys�$ 4 n «� � � L 1- A I a as R> 6 a 3� • *A a pffi x ss�i i t �a A. g v+ `� iU KAP IV If �,: T ?A 7 I I t I I STANDARID EIETAIi i 54Gfi-A � 1_74 MONCERNG €r rc aFesls a. (ELEVATION! DEPARTMENT t N Owti3t°Xi ----.� \\`a3 fr —Cir- S isw m gs bc- iFece arire u^ess 6.:.. 1 12 AWG Copper 01.dstee-btre trn-er { QI--"tt 61 SAY %.nE 6 iL Ts = p Y > € v `] R S ."n m 43 $i ` f �. pr - k�t $ > o - `s � 'r� 1Ytr'QrtYP`J !f/ 1 i� _ Ag � A D6w-iii moo esw, 4 12 AWG Per r--kniM� to 7 --ling 1t. lateral Iug "od. f'-- ira9e-gr�wi4 'rats r bre acoers boli icco'e7 ar _ crams-rttssr tip ruart+' of ea, w of tit. —ter I T_.O' and _77Z {) '1 b _._ ----.---_-__a i i 1. 11 LR; drown rsady ftceh the p!pptr:g &� « i � I S€rwxt ��aM water smite 1 I �� ::vrostr}p I i { too UC `2'dtened t6 the p siAg -ft(<>i l'St;d 5.T ties w *meter proof tape at ra.0' iat0,vay wetter srwee or:.i S i{ � &*"*. "to flew fttin" thea: fit£f:•�r!�{5 rr'itknu Y! v ting is I.v. to ii L, X } titre wtring. (sey, ` Rl 0=4 - __ 4i eTiSi-fl fit .wr, itiat blrtfi tpcII455 Cffi:': �'a bee ±5 flUkr� �rMlrit�J'ig t r331 r taM #TNe} •{ o€iode wj DAM arae :s the trate *ire for ' tis€ servue pipe that tanr:tets to tine ries» tine �. 3.iid not otta: h taresi& ci restop to Gpo� Wa4,r Service--tPlanview 37i 4.Tise can,4etions t be wAh itis q&4e L Nat to scale hist to sccc ��RS s vR SATHRE-BERGQUIST, INC. 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000 ��S PLP CITY PROJECT NO. CHANHASSEN, MINNESOTA Owti3t°Xi ----.� \\`a3 fr —Cir- S isw m gs bc- iFece arire u^ess 6.:.. 1 y y ift'= an 'trw -mi 6 iL Ts = p Y > € v `] R S ."n m 43 $i ` f �. pr - k�t $ > o - `s � 'r� — t W bt *a P. rvj ri ' a east side of the 1 i� _ Ag � A �s rs�y• 12 AWG Per SpA > a m lit e r `s' Lras^.v ,I.. (TYP) I " s 1 12 AOC Cop m osd i steel= -reg. Foctory car tes t� :h= '1 b i as 0ft w Notes drown rsady ftceh the p!pptr:g &� « Cioirdy, Wires 9±ol he -stat.ed imrfmtftteiy odAlen.t to the sr. riix pine Thi gees m t i too UC `2'dtened t6 the p siAg -ft(<>i l'St;d [i WIfY Ga!i-t'n4143 si`i;t [ i --.0, �td}hfq_' ties w *meter proof tape at ra.0' iat0,vay wetter srwee or:.i S i{ � &*"*. "to flew fttin" thea: fit£f:•�r!�{5 rr'itknu Y! v ting is I.v. to ii L, X } titre wtring. (sey, ` Rl 0=4 - __ 4i eTiSi-fl fit .wr, itiat blrtfi tpcII455 Cffi:': �'a bee ±5 flUkr� �rMlrit�J'ig t r331 r taM #TNe} •{ o€iode wj DAM arae :s the trate *ire for ' tis€ servue pipe that tanr:tets to tine ries» tine �. 3.iid not otta: h taresi& ci restop to Gpo� for ud,jr%tments to oe mails a tftra f dmm3gin} *its. 37i 4.Tise can,4etions t be wAh itis q&4e Water Service- vevtion Ye'w opproplete perheod Snakttte Lcc"g hist to sccc come -cwt or oppro..A e4wd, 14 /gp37� 'CATER SERVICE mom TRACER WIRE DETAIL v� lit 13 ENGINEERING DEPARTMENT, FIL,- NAME: ;5u4 ��RS s vR SATHRE-BERGQUIST, INC. 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000 ��S PLP CITY PROJECT NO. CHANHASSEN, MINNESOTA A 1 It T 5TA STANDARD DETAIL 5401-6 I 1-1 €�ERtPIG j a �t ;s+em DEP A6i mENT i ^_ if 19 V:P Q 00- Q) 0-ee G a Ge 90 v Ac e t{sii[s�? R 4 � t S - r � g S 6 iL Ts = p Y > € v `] R S ."n m 43 $i ` f �. pr - k�t $ > o - `s � 'r� — t W bt *a P. rvj ri ' i 1 i� _ Ag � A �s rs�y• gz 3 SpA > a m lit e r `s' " s '1 b a I 111 m A 1 It T 5TA STANDARD DETAIL 5401-6 I 1-1 €�ERtPIG j a �t ;s+em DEP A6i mENT i ^_ if I 11 I II I 11( I&I ire d I a I 111 m 1 3 T f E 37i i I x r 14 /gp37� 3 lit 13 ` gf a+i ! k � 4- I 1 I I^ i a I I i - t t t i t € 1 ! 51, Run LIFT STATION PLATE_ REVISED: ENGINEERING 1 FELE NACRE: ' STANDARD DETAILS Sana 2-10 DEPARTLRENT I avis -- WIRE E�T€NOM ABOVE GROj 7 TO A i PER"NENTLY MOUNTED TRACER WRE j1 3 B03t (vEi tiETAR,} t 24` MIN. [ - ( T_a• 4Ax i i2 -AYE F fyI I_ CLAUSIM-BLUE ! I i TRACER VARE# "—TAPE OR L, PLASTIC Tit TO ] P-iPf* (Tris) PV'C QP Hp� WpA eRUAi3t I _j MP I -T PEAt4 -IEW TO. MAX, if TRACEER WIRE SKAU BE INSTALLED ON THE NCIM OR EAST S#' Or .ice TA LEAD t?iEi+i VP -PER CLADS PER DETAIL W-4. Tev "T &ECTti&G EW ,6-AXY„' y'rJPs'fR U.A{3 STEI=`,.l=REG fA€:T-�tY CONNECItb TO ANi,'YM OROUND RAS. y; � ALL 0714ER MAaR kLfly` TO HE T2 -AWT, f QWD R Y4Rt+fa7 CONTINUES Ta CLAD -STEEL -BLUE TRACER #ARf. �r LEADAND TRACER tN CS to BE TICO TO 01PINO WIN DRIVE-IN RIA(;tEwm C TO PL.A3T!C &tP TIES OR TAPE SUITABLE FOP GROUNDING ROD VA &ME WW#ia'. ;AS^2l1ERGROO D USE AT 5' MAW" MOM WTERVAL_s- UNLESS NEAR FiTMI;S THEN 5"AOt'iG 'S t' iMAJ[ 4 W. THE CONNECTIONS WST BE MADE VATH THE C UGE APPROPWATE COPPERHEAD SMAKERM LOCK04 """'TORS 04 A:PPiR U, EWAL- Not to Scake [HYDRANT TRACER WIRE DE T AL "SED! 1-17 PLATE NO.: ENGINEERING DEPARTMENT 5505 fTL.E NAME; G ISG SPECS 55 FILE NO. DETAIL SHEETS 3120-079 THE BLUFFS AT LAKE LUCY 22 �HHN THREE DEVELOPMENT, INC. 23