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Civil Plans- CONSULTANT CONTACT LIST: GENERAL CONTRACTOR FEN DLER PATTERSON CONSTRUCTION 4839 WEST 124TH STREET SAVAGE, MN 55378 TEL 952 - 890 -4346 FAX 952 - 890 -2916 CONTACT: JOHN PATTE RSO N ARC'HITFC'T DJ R ARCHITECTURE INC. 333 WASHINGTON AVENUE N. SUITE 210 UNION PLAZA MINNEAPOLIS, MN 55401 TEL 612 - 676 -2700 FAX 612 - 676 -2796 CONTACT: CHRIS WHITEHOUSE Jan 05, 2012 - 8:27am - User:225 L:\ PROJECTS \FEN19169 \dwg \Civil \19169- C1.01- TITLE.dwg CIVIL ENGINEER MFRA INC. 14800 28TH AVENUE, SUITE 140 PLYMOUTH, MN 55447 TEL 763 - 476 -6010 FAX 763 - 476 -8532 CONTACT: MICHAEL C. BRANDT PE. g11R \ /FynR ivi r mm i iv �. 14800 28TH AVENUE, SUITE 140 PLYMOUTH, MN 55447 TEL 763 - 476 -6010 FAX 763 - 476 -8532 CONTACT: MARCUS F. HAMPTON RLS. LANDSCAPING MFRA INC. 14800 28TH AVENUE, SUITE 140 PLYMOUTH, MN 55447 TEL 763 - 476 -6010 FAX 763 - 476 -8532 CONTACT: KEVIN I. TEPPEN RLA. Site Development Plans for • Chanhassen, Minnesota Presented by: Fend ler Patterson Construction VICINITY MAP NO SCALE - BENCHMARKS BM NO. 1 1002AV located on Trunk Highway 5, east of the intersection with Trunk Highway 101. E LEV.= 935.71 BM NO. 2 2736A located on Trunk Highway 101, north of the intersection with Trunk Highway 5. E LEV.= 953.61 -SHEET INDEX SHEET DESCRIPTION C1.01 TITLE SHEET C2.01 EXISTING CONDITIONS C2.02 DEMOLITION PLAN C3.01 SITE PLAN C3.02 TRUCK MOVEMENT SITE PLAN C4.01 GRADING PLAN C5.01 EROSION CONTROL PLAN - PHASE 1 C5.02 EROSION CONTROL PLAN - PHASE 2 C5.03 EROSION CONTROL NOTES & DETAILS C6.01 UTILITY PLAN C7.01 SITE LIGHTING PLAN C9.01 DETAILS C9.02 DETAILS ................ .... :� \ 006M k\1 RN engineering surveying planning energy 14800 28th Ave. N, Ste 140 Plymouth, Minnesota 55447 (7631476.6010 telephone (7631476.8532 facsimile www.mfra.com Client mmmmmmmmm Project 80 W. 78TH STREET Location C MINNESOTA Certification hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that i am a duly licensed professional ENGINEER under the laws of the state of Minnesota. Michael C. Brandt Registration No. 42661 Date: XX /XX/2011 If applicable, contact us for a wet signed copy of this plan which is available upon request at MFRA, Inc., Plymouth, MN office. Summary Designed: Mcg /sG Drawn: DJD Approved: nncs Book /Page: - - / -- PIl2S2: PRELIMINARY Initial Issued: 01 /04 /2012 Revision History No. Date By Submittal /Revision Sheet Title TITLE SHEET Sheet No. Revision C1.01 Project No. FEN19169 - LEGEND • FOUND MONUMEW -- I WATERMAIN — — — — — EASEMENT LINE co 0 SET MONUMENT G > SANITARY SEWER — • — • — • — SETBACK LINE EM ELECTRIC METER STORM SEWER O RIGHT OF ACCESS LIGHT >> FLARED END SECTION CONCRETE CURB / AC AIR CONDITIONER �E ELECTRIC TRANSFORME11 BUILDING LINE GUY ANCHOR � UT --]Z TELEPHONE PEDESTAL --- - - - - -- BUILDING CANOPY GM HANDICAP STALL �G GAS METER BITUMINOUS SURFACE � UTILITY POLE ow OVERHEAD WIRE CONCRETE SURFACE GUARD POST CHAIN LINK FENCE P 11PPED LANDSCAPE SURFACE ,' ��,-� ,,�� 'f ■ BOLLARD S IRON FENCE ------- ------ SIGN X WIRE FENCE DECIDUOUS TREE •I o WOOD FENCE S:F CONIFEROUS TREE �-, x � � � � Ile » 24 RCP FES I E= 9 IN Igo 0000</ �� Z., , - %-01 s.., ' ° - - 6 "AS €-R 5X6 €:�E�' H"ASi € 17 � e S€ rim r% NWN .� ��'R"" F• 1 1 •• 1 F• �� F• 1. 1 , /0 f- { 18 ' B,-,SS 12 BASS 91 1 __ FND IP IIIIIIIIIIIIII EHIVE CB } \ TOP= 932.88 ° ' -M POND ICE (28/12/2011) C ELEV. =932.8 ' l C C C I C 250122300 I 100 78TH ST W CHANHASSEN HR 10 ` f 11 -",ASH o r' TASH o c SH c 11 "ASt� Q � 1 3"ASE C 12 "ASS? F i 12 "ASH 10 h if ASHY 10 �( Epp 949 Ewa T —Of WAY 9�0 C pER 1 EA�ENT \ RI(�rIT —OF —WAY O0, N0. T5� PER D Jan 05, 2012 - 8:28am - User:225 L:\ PROJECTS \FEN19169 \dwg \Civil \19169- C2.01- EXISTING.dwg 256 0031 18930 8TH ST W CRB ,FAMILY LP 6i" R ARCH FES E E4 31.6 256860030 78 78TH ST W PEGGY M KRONICK PINE 7'PI-N 934:79 SURVEY NOTES 1. The bearing system is based on the west line of R.L.S. No. 59, having an assumed bearing of SO °00'00" E. 2. The vertical datum is based on NAVD88. The originating bench marks are 1002AV and 2736A, both referenced from the MnDOT Geodetic Database BENCHMARK #1 1002AV located on Trunk Highway 5, south of the intersection with Trunk Highway 101. Elev.= 935.71 BENCHMARK #2 2736A located on Trunk Highway 101, north of the intersection with Trunk Highway 5. Elev.= 953.61 3. Subject property's address is 80 West 78th Street, its property identification number is 25.6860010 & 25.6860020. 4. Field work was completed on 12/21/2011. SUBJECT PROPERTY Description from title commitment: Tracts A and B. Registered Land Survey No. 59, Carver County, Minnesota. Referencing Title Commitment No. CA 27130, dated 11/6/11, that Carver County Abstract & Title Co., Inc., as issuing agent for Chicago Title Insurance Company has provided us, the following comments on easements etc., that the property is subject to in Schedule B, Section 2 thereof using the same numbering system as in said Section 2. Exception Items No's. 1 -16 are not Survey related items. 17. Subject to Final Certificate of Trunk Highway purposes dated July 27, 1967, filed April 7, 1982 as Document No. 34977, Office of the Registrar of Titles, Carver County, Minnesota. Right of way is shown on survey. 18. Subject to Easement in favor of City of Chanhassen dated September 22, 19871 filed February 17, 1988, as Document No. T55800, Office of the Registrar of Titles, Carver County, Minnesota. Easement(s) are shown on survey. 19. Subject to Easement in favor of City of Chanhassen dated September 22, 1957, filed February 17, 1988, as Document No. T55801, Office of the Registrar of Titles, Carver County, Minnesota. Easement(s) are shown on survey. 20. Permanent and temporary easements as granted to the City of Chanhassen by Easement Agreement dated November 19, 1992, filed June 24, 1993, as Document No. T78494, Office of the Registrar of Titles, Carver County, Minnesota. Permanent Easement(s) are shown on survey, Temporary Easement(s) has expired and therefor is not shown. 21. Easement for Storm Drainage and Detention Pond Easement Agreement by and between Clifford L. Whitehill, a married person and Riley Purgatory Bluff Creek Watershed District, dated November 23, 2005, filed December 9, 2005, as Document No. T156063. Easement(s) are shown on survey. NORTH 0 30 60 SCALE IN FEET : ....� ............ .... ............ .... ........... . . . . . � \:::::. 5 1 jgp nbw 1100. :::` \ '% 100 ON' .:::: 1101 '101 o` ' \. engineering surveying planning energy 14800 28th Ave. N, Ste 140 Plymouth, Minnesota 55447 (7631476.6010 telephone (7631476.8532 facsimile www.mfra.com Client om Am -loom .1 mr �Mlxm ------ urso IN C 0 N S T R U C T 1 0 N Project 80 W. 78TH STREET Location CHANHASSEN, MINNESOTA Certification Summary Designed: Mcg /sG Drawn: DJD Approved: nncs Book /Page: - - / -- PIl2S2: PRELIMINARY Initial Issued: 01 /04 /2012 Revision History No. Date By Submittal /Revision Sheet Title EXISTING CONDITIONS Sheet No. Revision C2.01 Project No. FEN19169 f' . '`. ter•,. �''` ,'•' ,.'.rte,, � ."' ,d,., Jim C ml Ile r 24 RCP FES § IE -9 milli 7 "AST E _ (SAVE) f'', t✓. , , - - `' '`'' ' ,,' - -'` " .. (SAV - ------- ---- -- --- f , A �. 0 14 "ELM 935 - � �l'... ( SAV E ` Q R M OV E -'' ol (REMOV x , s4 � � ��AS°ASH 5X61 17 r r 31 I �, / 'x81Nc'H "ASI4 : r ,o 9 "AS € d' 18 "" BASS ----- ) 1 BAS � r -C_ A (SAVE) � �,. ).. • •.: EHIVE CB\ \ 13 TOP= 932.88 ° E OV -V A a ' SAVE) REMOVE ELECTRIC BOXES, REMOVE RETAINING POND ICE € O � 24 ASS COORDINATE WITH ELECTRIC COMPANY. OVERHANG WALL AND STEPS (28/12/2011) r�� -� � � (TYP) � (REMOVE) ELEV. -932.8 � �, � � � :• � EXISTING BUILDING # 2 STORY BLOCK _ -- - -_.., ., 169020 S.F. FFE -936.5 s L 11.3X1.091 SHED (REMOVE) S. G REMOVE EXISTING GAS METER 250122300 COORDINATE WITH GAS COMPANY. f 100 78TH ST W CHANHASSEN HR 4 1` °Aal -1 P j (TRE S T, RE OV` °S1 ".; I o o 0 le f r -- A l� 9 S 0 f C1. ASh �... ONE =ME mmmmmm °P 10 4 ,- �36 110. le do iiim t� __SAW CUT AND REMOVE EXISTING CURB AND GUTTER �,.f .r ✓.'rr✓ ,r t �� r• � � t Pt C111 REMOVE EXISTING SIDEWALK AS NEEDED - ---�� RE: 935.45 IE:927.00E W 0 ............ ________________ _______________ �__-- - - - - -- 256 0031 18930 8TH ST W CRB ,FAMILY LP � rr. L 67 Rnm ARCH FES E E:� 31.6 REMOVE EXISTING CURB & GUTTER 256860030 78 78TH ST W PEGGY M KRONICK REMOVE EXISTING 7'Pl: } CURB & GU REM EXISTING ,CAT PH BASIN PLUG AND ABANDON PIPE ....•-rte : 934:79 . 930.07 Jan 05, 2012 - 8:28am - User:225 L:\ PROJECTS \FEN19169 \dwg \Civil \19169- C2.02- DEMOL.dwg - LEGEND • FOUND MONUMEW} I WATERMAIN - - - - - EASEMENT LINE 0 SET MONUMENT co > SANITARY SEWER - • - • - • - SETBACK LINE EM ELECTRIC METER STORM SEWER O RIGHT OF ACCESS LIGHT >> FLARED END SECTION CONCRETE CURB A AIR CONDITIONER @- UE � ELECTRIC TRANSFORME BUILDING LINE GUY ANCHOR � UT � TELEPHONE PEDESTAL --- - - - - -- BUILDING CANOPY HANDICAP STALL GM � UG � GAS METER BITUMINOUS SURFACE 'Q UTILITY POLE ow OVERHEAD WIRE CONCRETE SURFACE ■ GUARD POST o CHAIN LINK FENCE LANDSCAPE SURFACE BOLLARD S IRON FENCE } SIGN X WIRE FENCE DECIDUOUS TREE o WOOD FENCE CONIFEROUS TREE LEGEND - - - SAWCUT LI N E • W W W W STREET CURB AND GUTTER TO BE REMOVED TREE GROUP TO BE REMOVED SPECIFIC DEMOLITION NOTES 1. REMOVE EXISTING BUILDINGS, CONCRETE SIDEWALKS, AND BITUMINOUS. 2. REMOVE SIGNS AROUND EXISTING BUILDING. 3. REMOVE EXISTING TREES AS NOTED. 4. REMOVE EXISTING MONUMENT SIGN. - DEMOLITION NOTES 1. DEMOLITION NOTES ARE FOR CLARIFICATION ONLY AND ARE SHOWN FOR THE CONTRACTOR'S BENEFIT. THESE NOTES ARE NOT INTENDED TO TO BE COMPREHENSIVE. THE CONTRACTOR SHALL REMOVE OR RELOCATE ALL EXISTING ON -SITE IMPROVEMENTS NECESSARY TO ACCOMMODATE THE PROPOSED CONSTRUCTION. 2. THE DESIGN SHOWN IS BASED UPON THE ENGINEER'S UNDERSTANDING OF THE EXISTING CONDITIONS. IF CONTRACTOR DOES NOT ACCEPT EXISTING TOPOGRAPHY AS SHOWN ON THE PLANS WITHOUT EXCEPTION, HE SHALL HAVE MADE, AT HIS OWN EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR AND SUBMIT IT TO THE OWNER FOR REVIEW. 3. THE CONTRACTOR IS RESPONSIBLE FOR THE DEMOLITION, REMOVAL, AND DISPOSING IN A LOCATION APPROVED BY ALL GOVERNING AUTHORITIES AND IN ACCORDANCE WITH APPLICABLE CODES, OF ALL STRUCTURES, PADS, WALLS, FLUMES, FOUNDATIONS, PARKING, DRIVES, DRAINAGE STRUCTURES, UTILITIES, ETC., SUCH THAT THE IMPROVEMENTS SHOWN ON THE REMAINING PLANS CAN BE CONSTRUCTED. ALL FACILITIES TO BE REMOVED SHALL BE UNDERCUT TO SUITABLE MATERIAL AND BROUGHT TO GRADE WITH SUITABLE COMPACTED FILL MATERIAL PER THE SPECIFICATIONS. 4. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL DEBRIS FROM THE SITE AND DISPOSING THE DEBRIS IN A LAWFUL MANNER. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS REQUIRED FOR DEMOLITION AND DISPOSAL. 5. THE CONTRACTOR SHALL COORDINATE WITH RESPECTIVE UTILITY COMPANIES PRIOR TO THE REMOVAL AND /OR RELOCATION OF UTILITIES. CONTRACTOR SHALL PAY CLOSE ATTENTION TO EXISTING UTILITIES WITHIN THE RIGHT OF WAY DURING CONSTRUCTION. THE CONTRACTOR SHALL COORDINATE WITH THE UTILITY COMPANY CONCERNING PORTIONS OF WORK WHICH MAY MAY BE PERFORMED BY THE UTILITY COMPANY'S FORCES AND ANY FEES WHICH ARE TO BE PAID TO THE UTILITY COMPANY FOR THEIR SERVICES. THE CONTRACTOR IS RESPONSIBLE FOR PAYING ALL FEES AND CHARGES. 6. THE CONTRACTOR IS RESPONSIBLE FOR THE DISCONNECTION OF UTILITY SERVICES TO THE EXISTING BUILDINGS PRIOR TO DEMOLITION OF THE BUILDINGS. 7. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATIONS OF ALL EXISTING UTILITIES SHOWN ON THIS PLAN HAVE BEEN DETERMINED FROM THE BEST INFORMATION AVAILABLE AND ARE GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THEIR ACCURACY. PRIOR TO THE START OF ANY DEMOLITION ACTIVITY, THE CONTRACTOR SHALL NOTIFY THE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION FOR ON -SITE LOCATIONS OF EXISTING UTILITIES. THE LOCATIONS OF SMALL UTILITIES SHALL BE OBTAINED BY THE CONTRACTOR BY CALLING GOPHER STATE ONE CALL AT 1- 800 - 252 -1166. 8. ALL EXISTING SEWERS, PIPING, AND UTILITIES SHOWN ARE NOT TO BE INTERPRETED AS THE EXACT LOCATION, OR AS THE ONLY OBSTACLES THAT MAY OCCUR ON THE SITE. VERIFY EXISTING CONDITIONS AND PROCEED WITH CAUTION AROUND ANY ANTICIPATED FEATURES. GIVE NOTICE TO ALL UTILITY COMPANIES REGARDING DESTRUCTION AND REMOVAL OF ALL SERVICE LINES AND CAP ALL LINES BEFORE PROCEEDING WITH THE WORK. UTILITIES DETERMINED TO BE ABANDONED SHALL BE REMOVED IF UNDER THE BUILDING INCLUDING 10' BEYOND FOUNDATIONS. 9. CONTINUOUS ACCESS SHALL BE MAINTAINED FOR THE SURROUNDING PROPERTIES AT ALL TIMES DURING DEMOLITION OF THE EXISTING FACILITIES. 10. PRIOR TO DEMOLITION OCCURRING, EROSION CONTROL DEVICES ARE TO BE INSTALLED. 11. SHOULD REMOVAL AND /OR RELOCATION ACTIVITIES DAMAGE FENCING, LIGHTING AND /OR STORM INLET STRUCTURES, THEN THE CONTRACTOR SHALL PROVIDE NEW MATERIALS /STRUCTURES IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. EXCEPT FOR MATERIALS DESIGNED TO BE RELOCATED ON THIS PLAN, ALL OTHER CONSTRUCTION MATERIALS SHALL BE NEW. 12. CONTRACTOR SHALL LIMIT SAW -CUT & PAVEMENT REMOVAL TO ONLY THOSE AREAS WHERE IT IS REQUIRED AS SHOWN ON THESE CONSTRUCTION PLANS BUT IF ANY DAMAGE IS INCURRED ON ANY OF THE SURROUNDING PAVEMENT, ETC. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ITS REMOVAL AND REPAIR. 13. CONTRACTOR TO PROTECT EXISTING FEATURES WHICH ARE TO REMAIN. DAMAGE TO ANY EXISTING CONDITIONS TO REMAIN WILL BE REPLACED AT CONTRACTOR'S EXPENSE. 14. THE PUBLIC WATER SYSTEM SHALL ONLY BE OPERATED BY THE CITY'S UTILITY DEPARTMENT 15. ALL SANITARY SEWER SERVICE ABANDONMENT AND REMOVAL WORK MUST BE INSPECTED BY THE CITY'S UTILITY DEPARTMENT. THIS WORK MUST BE COMPETED PRIOR TO THE ISSUANCE OF CERTIFICATE OF OCCUPANCY. 16. ANY INTERRUPTION OF WATER SERVICE SHALL REQUIRE A MINIMUM OF 48 HOUR NOTIFICATION. 17. BITUMINOUS AND CURB AND GUTTER REMOVAL PERFORMED WITHIN THE RIGHT OF WAY SHALL CONFORM TO DETAILS LV -ST -2 AND LV -ST -15 ON SHEET C9.02. NORTH 0 30 60 SCALE IN FEET N�� ....... ................ .... ...... .............. .... \ nbw 1101 '101 ON ' \. engineering surveying planning energy Client 14800 28th Ave. N, Ste 140 Plymouth, Minnesota 55447 (7631476.6010 telephone (7631476.8532 facsimile www.mfra.com 1 mr Project 80 W. 78TH STREET Location CHANHASSEN, MINNESOTA Certification Summary Designed: Mcg /sG Drawn: DJD Approved: nncs Book /Page: - - / -- PIl2S2: PRELIMINARY Initial Issued: 01 /04 /2012 Revision History No. Date By Submittal /Revision Sheet Title DEMOLITION PLAN Sheet No. Revision C2.02 Project No. FEN19169 I�1 Jan 05, 2012 - 8:28am - User:225 L:\ PROJECTS \FEN19169 \dwg \Civil \19169- C3.01- SITE.dwg 0031 fH ST W 11 LY LP D030 ST W KRONICK LEGEND PROPOSED EXISTING PROPERTY LIMIT CURB & GUTTER EASEMENT BUILDING RETAINING WALL WETLAND LIMITS TREELINE SAWCUT LINE SIGN � PIPE BOLLARD 0 NUMBER OF PARKING O STALLS PER ROW KEY NOTE O - DEVELOPMENT SUMMARY AREAS GROSS SITE AREA BUILDING AREA PARKING LOT AREA GREEN SPACE REQUIRED GREEN SPACE PROVIDED SETBACKS FRONT YARD REAR YARD SIDE YARD ZONING EXISTING ZONING PROPOSED ZONING PARKING SUMMARY RETAIL WAREHOUSE OFFICE 121,493 SF 2.79 AC rvirTini^ nn�n�rrr� 40,495 SF 45,070 SF 49,990 SF 1.15 AC 35% 40% 25 FEET 20 FEET 10FEET BH - HIGHWWAY AND BUSINESS SERVICES DISTRICT TOTAL REQUIRED TOTAL PROVIDED - DEVELOPMENT NOTES A. ALL DIMENSIONS ARE ROUNDED TO THE NEAREST TENTH FOOT. 1/200 SF x 14,380 = 72 1/1,000 SF x 4,400 = 4 1/200 SF x 1,220 = 6 B. ALL DIMENSIONS SHOWN ARE THE FACE OF CURB TO FACE OF CURB UNLESS OTHERWISE NOTED. C. ALL AREAS ARE ROUNDED TO THE NEAREST SQUARE FOOT. D. ALL PARKING STALLS TO BE 9' IN WIDTH AND 18' IN LENGTH UNLESS OTHERWISE INDICATED. E. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF EXIT PORCHES, RAMPS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS. F. SEE ARCHITECTURAL PLANS FOR PYLON SIGN DETAILS G. SEE ARCHITECTURAL PLANS FOR LIGHT POLE FOUNDATION DETAIL AND FOR EXACT LOCATIONS OF LIGHT POLE. = 82 =101 H. REFER TO FINAL PLAT FOR LOT BOUNDARIES, LOT NUMBERS, LOT AREAS, AND LOT DIMENSIONS. I. ALL GRADIENTS ON SIDEWALKS ALONG THE ADA ROUTE ARE SHALL HAVE A MAXIMUM LONGITUDINAL SLOPE OF 5% (1:20), EXCEPT AT CURB RAMPS (1:12), AND A MAXIMUM CROSS SLOPE OF 2.08% (1:48). THE MAXIMUM SLOPE IN ANY DIRECTION ON AN ADA PARKING STALL OR ACCESS ISLE SHALL BE 2.08% (1:48). THE CONTRACTOR SHALL REVIEW AND VERIFY THE GRADIENT IN THE FIELD ALONG THE ADA ROUTES PRIOR TO PLACING CONCRETE OR BITUMINOUS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF THERE IS A DISCREPANCY BETWEEN THE GRADIENT IN THE FIELD VERSUS THE DESIGN GRADIENT. J. "NO PARKING" SIGNS SHALL BE PLACED ALONG ALL DRIVEWAYS AS REQUIRED BY CITY. K. STREET NAMES ARE SUBJECT TO APPROVAL BY THE CITY. L. DRAINAGE AND UTILITY EASEMENTS SHALL BE PROVIDED AS REQUIRED. DRAINAGE AND UTILITY EASEMENTS WILL BE PROVIDED OVER ALL PUBLIC UTILITIES AND UP TO THE HIGH WATER LEVEL OF ALL PONDS -KEY NOTES A. BUILDING, STOOPS, STAIRS SEE ARCHITECTURAL PLANS. B. B -612 CONCRETE CURB AND GUTTER. C. TIP OUT CURB SECTION D. ADA TRUNCATED DOME STRIP E. FLAT CURB SECTION. F. BEGIN TRANSITION TO FLAT CURB G. CONCRETE PIPE BOLLARD H. HANDICAP PARKING SIGN W/ CONCRETE PIPE BOLLARD I. CONCRETE SIDEWALK J. PYLON SIGN (30' HEIGHT) K. LIGHT POLE (SEE LIGHTING PLAN FOR FOUNDATION DETAILS) L. TRASH COMPACTOR M. STOP SIGN N. "DO NOT ENTER - ONE WAY" SIGN 0. DIRECTIONAL SIGNAGE BY OTHERS P. CONCRETE TRANSFORMER PAD - VERIFY EXACT PAD DIMENSIONS WITH ELECTRICAL PRIOR TO CONSTRUCTION. Q. PEDESTRIAN CURB RAMP WITH TRUNCATED DOMES. R. BITUMINOUS PAVEMENT SECTION S. PAVEMENT ARROW T. PAVEMENT STRIPIING U. LOADING DOCK CONCRET V. 3' CURB CUT NORTH 0 30 60 SCALE IN FEET " SN�:x 10M ....................... ........................ ...... .......................... ......................... .......................... ....... ................ .... ..... .............. .... ........... �jgdd\\Nl Gkk \ NIN IN MIN o` engineering surveying planning energy 14800 28th Ave. N, Ste 140 Plymouth, Minnesota 55447 (7631476.6010 telephone (7631476.8532 facsimile www.mfra.com Client loom 10 CONSTRUCTION Project 80 W. 78TH STREET Location CHANHASSEN, MINNESOTA Cert*ifica ion hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that i am a duly licensed professional ENGINEER under the laws of the state of Minnesota. Michael C. Brandt Registration No. 42661 Date: XX /XX/2011 If applicable, contact us for a wet signed copy of this plan which is available upon request at MFRA, Inc., Plymouth, MN office. Summary Designed: MCB /sG Drawn: DJD Approved: MCB Book / Page: - - / -- Phase: PRELIMINARY Initial Issued: 01/04/2012 . . Revision H istor No. Date By Submittal / Revision Sheet Title SITE PLAN Sheet No. Revision C3.01 Project No. FEN19169 00000� EXISTING POND NWL =932.7 HWL =939.1 (PER CITY AS— BUILT) 250122300 100 78TH ST W CHANHASSEN HR o 256860031 18930 78TH ST W CRB FAMILY LP 256860030 78 78TH ST W PEGGY M KRONICK Jan 05, 2012 - 8:29am - User:225 L:\ PROJECTS \FEN19169 \dwg \Civil \19169- C3.02- SITE- AT.dwg LEGEND PROPERTY LIMIT CURB & GUTTER EASEMENT BUILDING RETAINING WALL WETLAND LIMITS TREELINE SAWCUT LINE SIGN PIPE BOLLARD NUMBER OF PARKING STALLS PER ROW KEY NOTE PROPOSED 0 0 0 EXISTING NORTH 0 30 60 SCALE IN FEET ................ .... :� \ 1101 '101 SKM engineering surveying planning energy 14800 28th Ave. N, Ste 140 Plymouth, Minnesota 55447 (7631476.6010 telephone (7631476.8532 facsimile www.mfra.com Client ------ "Mrso CONSTRUCTION Project 80 W. 78TH STREET Location C MINNESOTA • • Certeifica ion hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that i am a duly licensed professional ENGINEER under the laws of the state of Minnesota. Michael C. Brandt Registration No. 42661 Date: XX /XX/2011 If applicable, contact us for a wet signed copy of this plan which is available upon request at MFRA, Inc., Plymouth, MN office. Summary Designed: Mcg /sG Drawn: DJD Approved: nncs Book /Page: - - / -- PIl2S2: PRELIMINARY Initial Issued: 01 /04 /2012 Revision History No. Date By Submittal /Revision Sheet Title TRUCK MOVEMENT SITE PLAN Sheet No. Revision C3.02 Project No. FEN19169 VARIES, SEE GRADING PLAN COVER WITH 4" DEPTH OF PLASTAD RAIN GARDEN MIX 90/10 FINISHED GRADE FINISHED GRADE Jill rl-I `GS Q Q\�/ p > ELEV -1033 IV A -, I I I I I I I I I I I I I I I I I I \�'ri \ //• [j �j •• •• • ••~ ' of, U N COM P ACTED IN 12 LIFTS OF WASHED \ \�� \ % \ \% �'t• •'°� • :;:�M:..:.�::: ` �•_' �� SAND CONFORMING TO THE FOLLOWING % .:: : .:: :.::::::::::.:.:.:•' GRADATION.: SLOPED SUBGRADE 1. 90 TO 100% BETWEEN THE 0.2 MM TO MIRIFI 160N FABRIC PLACED 1.OMM SIZE AROUND WASHED ROCK 2. 50 TO 70% OF THE PARTICLES SHALL 6" WASHED ROCK PLACED BE IN THE RANGE OF 0.25 MM TO AROUND DRAINTILE 0.50M M 4" PERFORATED HDPE DRAINTILE 3. MEET SPECIFICATION ASTM F2396-04 NOTES: (NUMBER OF DRAINTILE VARIES. REFER TO PLAN SET) MAX OF 3% PASSING THE 200 SIEVE 1. INFILTRATION RATE OF RAIN WATER GARDEN TO BE DRY WITHIN 48 HOUR PERIOD, UNLESS DESIGNED OTHERWISE. �- 2. CONTRACTOR TO PROVIDE RAIN WATER GARDEN INFILTRATION TESTING AND OBTAIN APPROVAL` BY ENGINEER PRIOR TO INSTALLATION OF PLANTS AND MULCH. '� , 3. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO INSTALL THE CORRECT SOIL MIX, PROTECTION DURING CONSTRUCTION AND COMPACTION RATES. FILTRATION BASIN CROSS SECTION %%% X ` w C4.01 N.T.S. � �, � . �. ,�,.,,� � �f 4 ~ ,,.•'"'`� � ..,'' • - �''''~ rte:',; ::. ^----- :�.�... 4.5 35. ri�- ----- �X 34.6X � 935 moo ,f 9 35.68 , Jill /off 3 40.10 . 40.10 LL L.L f 40. a \ 40.10 r eooxooe 4 POND ICE 3 � � p WAREHOUSE RETAIL (28/12/2011)m ELEV. =932.8 1111 C71 C� r EXISTING POND 39.90 NWL -932.7 ; HWL -939.1 f PROPOSED BUILDING 40.' (PER CITY AS- BUILT) 20,600 S.F. F F E= 940.1 250122300 h, 38.2 8. 100 78TH ST W { CHANHASSEN HR `� 0 �' OFFICE � o .- \'1} `•a iiiJJJ i . `` ~`` \1h. . ;, " Gi `` .,i` ti. - \ \' 37.5 2 ,, •4�0,10� 39 . � 4n_1� � . � - ' .i - --__ "_ - - --- "=---ROCK KRM TO 936.0 -" �- �---- r r . r • LEGEND , PROPOSED EXISTING 001, PROPERTY LIMIT � -- ..�.'�. F ` ., �, f,,�'�,� CURB & GUTTER 00000 ,�- .'� ''� STORM SEWER N 4 DRAINTILE BUILDING RETAINING WALL WETLAND LIMITS T R E E LI N E ... RECORD PLAN ....... ........ ....... y SPOT ELEVATION 962.5 962.5 962.5 SPOT ELEVATION t ,,.,� r,,.��.,��,. �.,•� ..,� .� ;� CONTOUR �"9 ; , oZ -.J � � ,� � l , , RIP RAP Jill EOF OVERFLOW ELEV. xxx.x ST 5 SOIL BORINGS 1042.56 GRADING NOTES A. PROPOSED CONTOURS ARE TO FINISHED SURFACE ELEVATION. SPOT ELEVATIONS ALONG PROPOSED CURB DENOTE GUTTER GRADE. ' B. ALL GRADIENT ON SIDEWALKS ALONG THE ADA ROUTE SHALL HAVE A MAXIMUM LONGITUDINAL SLOPE OF 5% (1:20), EXCEPT AT CURB RAMPS (1:12), AND A MAXIMUM CROSS SLOPE OF 2.08% (1:48). THE MAXIMUM SLOPE IN ANY DIRECTION ON AN ADA PARKING STALL OR ACCESS AISLE SHALL BE IN 2.08% (1:48). THE CONTRACTOR SHALL REVIEW AND VERIFY THE GRADIENT IN THE FIELD ALONG THE ADA ROUTES PRIOR TO PLACING CONCRETE OR BITUMINOUS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF THERE IS A DISCREPANCY BETWEEN THE GRADIENT IN THE FIELD VERSUS THE DESIGN GRADIENT. r C. THE CONTRACTOR IS CAUTIONED THAT "THE SUBSURFACE UTILITY INFORMATION SHOWN ON THESE PLANS IS A UTILITY QUALITY r LEVEL D. THIS QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF CI /ASCE 38 -02 TITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA ". THE CONTRACTOR AND /OR SUBCONTRACTORS SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, BY CONTACTING THE NOTIFICATION CENTER (GOPHER STATE ONE FOR MINNESOTA AT 1- 800 - 252 - 1166). THE CONTRACTOR AND /OR SUBCONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS OR HER FAILURE TO EXACTLY 25680031 LOCATE AND PRESERVE ANY AND ALL UTILITIES (UNDERGROUND AND OVERHEAD). 18930 78TH ST W AMILY LP IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED CRB IMPROVEMENTS SHOWN ON THE PLANS. EXISTING POND y� NWL -931.5 D. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES DURING THE CONSTRUCTION PHASES OF THIS PROJECT. THE CONTRACTOR WILL BE HELD SOLELY RESPONSIBLE FOR ANY DAMAGES TO THE HWL =933.7 -- --- ADJACENT PROPERTIES OCCURRING DURING THE CONSTRUCTION PHASES OF THIS PROJECT. (PER CITY AS- BUILT) ---� ., - -- ~----� E. SAFETY NOTICE TO CONTRACTORS: IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, THE CONTRACTOR WILL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS ON THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND R PONDING EASEMENT PROPERTY DURING PERFORMANCE OF THE WORK. THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE DUTY OF THE ENGINEER OR THE DEVELOPER TO CONDUCT CONSTRUCTION REVIEW OF THE CONTRACTOR'S PERFORMANCE IS NOT INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF THE CONTRACTOR'S SAFETY ICE ` MEASURES IN, ON OR NEAR THE CONSTRUCTION SITE. 2011) ,-~- R31.7 F. THE CONTRACTOR SHALL COMPLETE THE SITE GRADING CONSTRUCTION IN ACCORDANCE WITH THE REQUIREMENTS OF THE OWNER'S SOILS ENGINEER. ALL SOIL TESTING SHALL BE COMPLETED BY THE OWNER'S SOILS ENGINEER. THE CONTRACTOR SHALL BE ,_.._ f _�.. • '.:' '.:' �� ,• •: ,�{„�':;, .;:.:. RESPONSIBLE FOR COORDINATING ALL RE QU IRED SO IL TESTS AND INSPECTIONS WITH THE SO IL ENGINEER. A GEOTECHNICAL ENGINEERING SOILS REPORT HAS BEEN COMPLETED BY: ®= 0 COMPANY: BRAUN INTERTEC X ADDRESS: 1826 Buerkle Road Saint Paul MN 55110 X 35.5 --�- -�-�.� ,,,,•- ., � PHONE: 651.487.3245 \ DATED: XX -XX -2011 Z 35.50 X5:90 THE CONTRACTOR SHALL OBTAIN A COPY OF THE SOILS REPORT. G. THE CONTRACTOR SHALL COMPLETE DEWATERING AS REQUIRED TO COMPLETE THE SITE GRADING CONSTRUCTION. H. PRIOR TO PLACEMENT OF THE AGGREGATE BASE, A TEST ROLL WILL BE REQUIRED ON THE STREET AND PARKING AREA SUBGRADE. THE CONTRACTOR SHALL PROVIDE A LOADED TANDEM AXLE TRUCK WITH A GROSS WEIGHT OF 25 TONS. THE TEST ROLLING SHALL 36.05 BE AT THE DIRECTION OF THE SOILS ENGINEER AND SHALL BE COMPLETED IN AREAS AS DIRECTED BY THE SOILS ENGINEER. THE 36.2 SOILS ENGINEER SHALL DETERMINE WHICH SECTIONS OF THE STREET OR PARKING AREA ARE UNSTABLE. CORRECTION OF THE SUBGRADE SOILS SHALL BE COMPLETED IN ACCORDANCE WITH THE REQUIREMENTS OF THE SOILS ENGINEER. 36.30 r I. REPLACE ALL SUBGRADE SOIL DISTURBED DURING THE CONSTRUCTION THAT HAVE BECOME UNSUITABLE AND WILL NOT PASS A m � TEST ROLL. REMOVE UNSUITABLE SOIL FROM THE SITE AND IMPORT SUITABLE SOIL AT NO ADDITIONAL COST TO THE OWNER. rn � J. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING VEHICULAR AND PEDESTRIAN TRAFFIC CONTROL DEVICES SUCH AS BARRICADES, WARNING SIGNS, DIRECTIONAL SIGNS, FLAGMEN AND LIGHTS TO CONTROL THE MOVEMENT OF TRAFFIC WHERE NECESSARY. TRAFFIC CONTROL DEVICES SHALL CONFORM TO APPROPRIATE MINNESOTA DEPARTMENT OF TRANSPORTATION STANDARDS. 256860030 78 78TH ST W PEGGY M KRONICK o� 7 i Jan 05, 2012 - 8:29am - User:225 L:\ PROJECTS \FEN19169 \dwg \Civil \19169- C4.01- GRADE.dwg K. THE TREES AND OTHER NATURAL VEGETATION WITHIN THE PROJECT AND /OR ADJACENT TO THE PROJECT ARE OF PRIME CONCERN TO THE CONTRACTOR'S OPERATIONS. HE WILL BE REQUIRED TO PROTECT THE TREES WHICH ARE TO BE SAVED TO BE SURE THAT EQUIPMENT IS NOT NEEDLESSLY OPERATED UNDER NEARBY TREES AND SHALL EXERCISE EXTREME CAUTION IN WORKING ADJACENT TO TREES. SHOULD ANY PORTION OF THE TREE BRANCHES REQUIRE REMOVAL TO PERMIT OPERATION OF THE CONTRACTOR'S EQUIPMENT, HE SHALL OBTAIN THE SERVICES OF A PROFESSIONAL TREE TRIMMING SERVICE TO TRIM THE TREES PRIOR TO THE BEGINNING OF OPERATION. SHOULD THE CONTRACTOR'S OPERATIONS RESULT IN THE BREAKING OF ANY LIMBS, THE BROKEN LIMBS SHOULD BE REMOVED IMMEDIATELY AND CUTS SHALL BE PROPERLY PROTECTED TO MINIMIZE ANY LASTING DAMAGE TO THE TREE. NO TREES SHALL BE REMOVED WITHOUT AUTHORIZATION BY THE ENGINEER. COSTS FOR TRIMMING SERVICES SHALL BE CONSIDERED INCIDENTAL TO THE GRADING CONSTRUCTION AND NO SPECIAL PAYMENT WILL BE MADE. M. EXCAVATE TOPSOIL FROM AREAS TO BE FURTHER EXCAVATED OR REGRADED AND STOCKPILE IN AREAS DESIGNATED ON THE SITE. THE CONTRACTOR SHALL SALVAGE ENOUGH TOPSOIL FOR RESPREADING ON THE SITE AS SPECIFIED. EXCESS TOPSOIL SHALL BE PLACED IN EMBANKMENT AREAS, OUTSIDE OF BUILDING PADS, ROADWAYS AND PARKING AREAS. THE CONTRACTOR SHALL SUBCUT CUT AREAS, WHERE TURF IS TO BE ESTABLISHED, TO A DEPTH OF 6 INCHES. RESPREAD TOPSOIL IN AREAS WHERE TURF IS TO BE ESTABLISHED TO A MINIMUM DEPTH OF 6 INCHES. N. FINISHED GRADING SHALL BE COMPLETED, THE CONTRACTOR SHALL UNIFORMLY GRADE AREAS WITHIN LIMITS OF GRADING, INCLUDING ADJACENT TRANSITION AREAS. PROVIDE A SMOOTH FINISHED SURFACE WITHIN SPECIFIED TOLERANCES, WITH UNIFORM LEVELS OR SLOPES BETWEEN POINTS WHERE ELEVATIONS ARE SHOWN, OR BETWEEN SUCH POINTS AND EXISTING GRADES. AREAS THAT HAVE BEEN FINISHED GRADED SHALL BE PROTECTED FROM SUBSEQUENT CONSTRUCTION OPERATIONS, TRAFFIC AND EROSION. REPAIR ALL AREAS THAT HAVE BECOME RUTTED BY TRAFFIC OR ERODED BY WATER OR HAS SETTLED BELOW THE CORRECT GRADE. ALL AREAS DISTURBED BY THE CONTRACTOR'S OPERATIONS SHALL BE RESTORED TO EQUAL OR BETTER THAN ORIGINAL CONDITION OR TO THE REQUIREMENTS OF THE NEW WORK. 0. TOLERANCES 1. THE COMMERCIAL BUILDING SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY BY MORE THAN 0.10 FOOT ABOVE, OR 0.10 FOOT BELOW, THE PRESCRIBED ELEVATION AT ANY POINT WHERE MEASUREMENT IS MADE. 2. THE STREET OR PARKING AREA SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY BY MORE THAN 0.05 FOOT ABOVE, OR 0.10 FOOT BELOW, THE PRESCRIBED ELEVATION OF ANY POINT WHERE MEASUREMENT IS MADE. 3. AREAS WHICH ARE TO RECEIVE TOPSOIL SHALL BE GRADED TO WITHIN 0.30 FOOT ABOVE OR BELOW THE REQUIRED ELEVATION, UNLESS DIRECTED OTHERWISE BY THE ENGINEER. 4. TOPSOIL SHALL BE GRADED TO PLUS OR MINUS 1/2 INCH OF THE SPECIFIED THICKNESS. 5. AN AS -BUILT SURVEY OF THE BUILDING PAD IS REQUIRED PRIOR TO THE ISSUANCE OF A BUILDING PERMIT P. AFTER THE SITE GRADING IS COMPLETED, IF EXCESS OR SHORTAGE OF SOIL MATERIAL EXISTS, THE CONTRACTOR SHALL TRANSPORT ALL EXCESS SOIL MATERIAL OFF THE SITE TO AN AREA SELECTED BY THE CONTRACTOR, OR IMPORT SUITABLE MATERIAL TO THE SITE. Q. THE CONTRACTOR SHALL DETERMINE THE LOCATION OF ANY HAUL ROADS THAT MAY BE REQUIRED TO COMPLETE THE SITE GRADING CONSTRUCTION AND SHALL INDICATE HAUL ROADS ON EROSION AND SEDIMENT CONTROL "SITE MAP ". THE CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF THE GOVERNING AUTHORITY OF EACH ROADWAY. THE CONTRACTOR SHALL POST WHATEVER SECURITY, AND COMPLY WITH ALL CONDITIONS WHICH ARE REQUIRED BY EACH GOVERNING AUTHORITY OF EACH ROADWAY. R. IF THE CONTRACTOR ENCOUNTERS ANY DRAIN TILE WITHIN THE SITE, HE OR SHE SHALL NOTIFY THE ENGINEER WITH THE LOCATION, SIZE, INVERT AND IF THE TILE LINE IS ACTIVE. NO ACTIVE DRAIN TILE SHALL BE BACKFILLED WITHOUT REVIEW, DISCUSSION AND APPROVAL FROM THE PROJECT ENGINEER. S. FILTRATION BASIN CONSTRUCTION REQUIREMENTS: 1. HEAVY EQUIPMENT SHALL NOT TRAVEL WITHIN THE INFILTRATION BASIN AREA. EXCAVATION WITHIN THE INFILTRATION BASIN SHALL BE PERFORMED BY USE OF A BACKHOE BUCKET WITH TEETH. THE CONTRACTOR SHALL DISC OR TILL THE SOILS IF REQUIRED BY THE SOILS ENGINEER. 2. FILTRATION BASIN SHALL BE PROTECTED BY SILT FENCE DURING CONSTRUCTION OF SITE GRADING, UTILITIES, AND STREETS. ALL DEPOSITED SEDIMENT DURING CONSTRUCTION ACTIVITY SHALL BE PROPERLY DISPOSED OF DOWNSTREAM OF INFILTRATION BASIN, IF POSSIBLE. 3. ALL FLARED END SECTION INLETS AND CATCH BASIN MANHOLE INLETS SHALL HAVE INLET EROSION CONTROL PROTECTION IN PLACE UNTIL FINAL STABILIZATION BASIN HAS OCCURRED. 4. FOR SEEDING REQUIREMENT SEE LANDSCAPE PLAN ON SHEET L1.01 T. SEE EROSION CONTROL PLAN FOR SILT FENCE AND EROSION BLANKET PLACEMENT U. SEE UTILITY PLAN FOR STORM AND DRAINTILE LOCATIONS AND ELEVATIONS NORTH 0 30 60 SCALE IN FEET ............ ... ............... ....................... 1\000 ................ .... ........................ ........................ ......................... ...... ......................... ........ � ......................... im\w 10%, oll o` oll \101011 1001 engineering surveying planning energy 14800 28th Ave. N, Ste 140 Plymouth, Minnesota 55447 (7631476.6010 telephone (7631476.8532 facsimile www.mfra.com Client Project 80 W. 78TH STREET Location C MINNESOTA • • Cert*lfication 1 hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that i am a duly licensed professional ENGINEER under the laws of the state of Minnesota. Michael C. Brandt Registration No. 42661 Date: XX /XX/2011 If applicable, contact us for a wet signed copy of this plan which is available upon request at MFRA, Inc., Plymouth, MN office. Summary Designed: Mcg /sG Drawn: DJD Approved: nncs Book /Page: - - / -- PIl2S2: PRELIMINARY Initial Issued: 01 /04 /2012 Revision History No. Date By Submittal /Revision Sheet Title GRADING PLAN Sheet No. Revision C4.01 Project No. FEN19169 ., , f ,�95 1 I—, .,,:,"�"- - - 11-1 I—, ",:"�,- ., < - �� , . "oe �_ � ,,,,, ' � ,- `f 1I' 1 ' ` ` / ,.f ., 1-11 � 11� - ', � '�-..1 ' I.,. , �-' I ,,, ___1' , f /1` 11 . r .., ,f , >_1 aF /11' -I--*- / '' I 'I- . / , "I / / r off : \ 11_ ti , 1'* / � , � I . f ' ( 00000 I—, , f'', -'+ � �� 'I-, � a � '� � \ / STORM WATE 1� .01� ci ,' � �-f f� - ._ kILTRATION !PK POND _ ..�,, � f-<�` .. 24 �P FES '` (28/12, _____ - ~� � C .N "- - -�----- -.° ELEV. 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I . . . . a \ 4 POND ICE 0) � C 'I, I # I 'OVERHANG "I "I (28/12/2011) 3 � # ELEV. -932.8 � ; Cb # �' (TYP) _ �,� EXISTING BUILDING 0 vs M f # .�- 2 STORY BLOCK EXISTING POND # ._ ____ � ....:. ................ 16,020 S.F. 1;� 1. . NWL =932.7 . . FFE =936.5 L 11.3X10:1 HWL =939.1 ... HED ,� .� .1 'I, 00\ . i L� ER CITY AS -BUILT .. G .1 , �p . , : I?*" P ( . # . 250122300 I `� , , . . I .. I . ...'. ... "I . I . . , I . . . I - I , w � ..� � . . . .. I . . 1, I*f\ I 100 78TH ST W 5 CHANHASSEN H R E I . I (11"�_),,�S:�) 0 [ , '' L , '.. A , ' .., . .. . € f. `. +-� 13 "!Si €J. "S 2:'r'�S € -E . 1 i . , . I , ... , I . . . , : .1L .[L 0 I 12 AS € � o / -- - � _ - -- . _ _ _ - _ ___ . _____ . . . t . . .. ... . . s . l . r_ �, ,1 ASH // I 9 AS i� o . I 11 L. 1. 1. A_SH �� . 1 ,. E. !� .. �:... - . 1 . / / L ' �, . /. � {�I� O 1D a: `rr .. . r . . .. . . . .. „r , , LL .- .. I ._ .. . . . . tip, r �+ 9 �SFi o € .. ,� .. . .. . 1. . . ,,� 1 . ,. ,f f� .. . ��, . . . .. .. . z,x,--",--- . 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I * ..--,, �..__ �._ \ - ( ,__ , 936 '\� _________,/ <1 - , � � r .0.- ,,- / x /I - , _.,� f / % "0000 ,,-.� - ��,,--� � -, t 1.__.1; f � � � 2 000.10�, ,,�,,,- , / "-,-,",-� , , " I'll // ____� x1ol -11-1 1___� 11 ,-_�� /Z6000 � __ol_,� 1-11 11-11 -.I,--, 11 I-, .11� .,z / f , / 11 I--,' I f � 1__. � 11-11 I . I-, '.11 � , .'°'` ; � I .� ,_-f 11' I . I � / ✓ 1 f , I I 1-1 � / . I / . .,'� / I / 256 0031 18930 8TH ST W CRB AMILY LP / .1e 11,11111,111,111,111,illillillillillillilliillI � / *".. \�__ ------/ // I \1' __ - _-) i �6- it RARCH FES fE 31.6,E 5 ,,,/ I / / A� 1'�,\ / � / I I c,n` ;i cr 256860030 78 78TH ST W PEGGY M KRONICK 7' i 7E & 7 J -, �__�,___J 1 ______ __� .934:79 . 930.07 ) .+w �� - on 000000000=00 � I-," _ u - � EROSION CONTROL MATERIALS QUANTITIES ITEM UNIT QUANTITY SILT FENCE I LINEAR FEET 11500 SILT DIKE I LINEAR FEET 10 BIO -ROLL I LINEAR FEET 10 CONSTRUCTION ENTRANCE I UNIT I 1 INLET PROTECTION DEVICE (IP -1) UNIT 2 INLET PROTECTION DEVICE (IP -2) UNIT 1 - LEGEND PROPOSED EXISTING CURB & GUTTER STORM SEWER 0- N I a DD 0 D RAI NTI LE ►►► ►►► DDD D D D CONTOUR 902 ,�� ! - - - - -- �. RIP RAP PEOF OVERFLOW ELEV. xxx .x SILT FENCE - - - - SF - - - - SILTDIKE ---- SD - - -- LIMITS OF DISTURBANCE SOIL BORINGS A 4 ;.' " P A ' 1 �� "4` �z, zz,� :1 .11,E � +� DIRECTION OF 10.48 AC± OVERLAND FLOW 1 0.55 AC± TEMPORARY DIVERSION ME00. DITCH 11.27 AC± CHECK DAM no LIMITS OF DRAINAGE �O SUB -BASIN � ""*�* BIO -ROLL OZER> INLET PROTECTION DEVICE 1 @ IP -1 INLET PROTECTION DEVICE 2 @ IP -2 TEMPORARY STONE CONSTRUCTION ENTRANCE �� TEMPORARY SEDIMENT BASIN E{ S B TEMPORARY STORAGE AND PARKING AREA -as� TS TEMPORARY STABILIZATION MEASURES (SEED., MULCH, MATS OR BLANKETS AS SM OUTLINED IN THE SWPPP) - SEQUENCE OF CONSTRUCTION - PHASE I: 1. INSTALL STABILIZED CONSTRUCTION ENTRANCES. 2. PREPARE TEMPORARY PARKING AND STORAGE AREA. 3. CONSTRUCT THE SILT FENCES ON THE SITE. 4. CONSTRUCT THE SEDIMENTATION AND SEDIMENT TRAP BASINS. 5. HALT ALL ACTIVITIES AND CONTACT THE CIVIL ENGINEERING CONSULTANT TO PERFORM INSPECTION OF BMPs. GENERAL CONTRACTOR SHALL SCHEDULE AND CONDUCT STORM WATER PRE - CONSTRUCTION MEETING WITH ENGINEER AND ALL GROUND DISTURBING CONTRACTORS BEFORE PROCEEDING WITH CONSTRUCTION. 6. CLEAR AND GRUB THE SITE. 7. BEGIN GRADING THE SITE. 8. START CONSTRUCTION OF BUILDING PAD AND STRUCTURES. PHASE II: 1. TEMPORARILY SEED DENUDED AREAS. 2. INSTALL UTILITIES, UNDERDRAINS, STORM SEWERS, CURBS AND GUTTERS. 3. INSTALL RIP RAP AROUND OUTLET STRUCTURES. 4. INSTALL INLET PROTECTION AROUND ALL STORM SEWER STRUCTURES. 5. PREPARE SITE FOR PAVING. 6. PAVE SITE. 7. INSTALL INLET PROTECTION DEVICES. 8. COMPLETE GRADING AND INSTALL PERMANENT SEEDING AND PLANTING. 9. REMOVE ALL TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES (ONLY IF SITE IS STABILIZED), IF REQUIRED BY THE CONTRACT NOTE TO CONTRACTOR THE EROSION CONTROL PLAN SHEETS ALONG WITH THE REST OF THE SWPPP MUST BE KEPT ONSITE UNTIL THE NOTICE OF TERMINATION IS FILED WITH THE MPCA, THE CONTRACTOR MUST UPDATE THE SWPPP, INCLUDING THE EROSION CONTROL PLAN SHEETS AS NECESSARY TO INCLUDE ADDITIONAL REQUIREMENTS, SUCH AS ADDITIONAL OR MODIFIED BMPS DESIGNED TO CORRECT PROBLEMS IDENTIFIED. AFTER FILING THE NOTICE OF TERMINATION, THE SWPPP, INCLUDING THE EROSION CONTROL PLAN SHEETS, AND ALL REVISIONS TO IT MUST BE SUBMITTED TO THE OWNER, TO BE KEPT ON FILE IN ACCORDANCE WITH THE RECORD RETENTION REQUIREMENTS DESCRIBED IN THE SWPPP NARRATIVE. AREA SUMMARY IN ACRES PAVEMENT AREA I 1.01 AC± BUILDING AREA 10.48 AC± SEEDED AREA 1 0.55 AC± TOTAL DISTURBED 12.19 AC± PRE - CONSTRUCTION IMPERVIOUS 11.27 AC± -CONSTRUCTION CONSTRUCTION IMPERVIOUS _ 1.64 AC+ * REFER TO SHEET C5.03 FOR GENERAL NOTES MAINTENANCE NOTES, LOCATION MAPS, AND STANDARD DETAILS -SOIL EROSION /SEDIMENTATION CONTROL OPERATION TIME SCHEDULE `� CONSTRUCTION SEQUENCE TEMPORARY CONTROL MEASURES STRIP & STOCKPILE TOPSOIL ROUGH GRADE / SEDIMENT CONTROL TEMPORARY CONSTRUCTION ROADS FOUNDATION / BUILDING CONSTRUCTION SITE CONSTRUCTION PERMANENT CONTROL STRUCTURES FINISH GRADING LANDSCAPING / SEED / FINAL STABILIZATION STORM FACILITIES . C CTOR OR GENERAL CONTRACTOR TO COMPLETE TABLE WITH THEIR SPECIFIC PROJECT SCHEDULE - - I'm%_J# � - � - � - � - � - � - � - � - � - � - � - � - - � - � - - , Jan 05, 2012 - 8:29am - User:225 L:\ PROJECTS \FEN19169 \dwg \Civil \19169- C5.01- EROSION.dwg NORTH 0 30 60 SCALE IN FEET \� ::::� , - . . ...... : . - .,: , ,. ....-i,§.�� \ . , \...... " � , �� k \ k , I I , ........." . ........ ............ . ..... .. . ...... ... . . . .: . .- . , X1...m \�::::: :: :::. 5 &10"' \ S1" X " .......:,.......� \ . -...... ....... I ..................... ....................11 1 ...... � ....... ...... ...... I ........................., ......�I............... ..........1 , . � .... .I . . . .. I ov- � d F , \ %1 \1�% \ \"X 0z10l\ 10 " " 1 , I 11 - # 1 � , ...... :::` :: :: :: :: :: " " !, , `\\x, \ N w \\- � .:::: A � ' 11 V :: .... . . . , 1. 11 I . o` , � %%-, wow` - - INN - IS % engineering surveying planning energy 14800 28th Ave. N, Ste 140 Plymouth, Minnesota 55447 (7631476.6010 telephone (7631476.8532 facsimile www.mfra.com Client 9200000000000000M 1 mr qwwwwwwwmm = ---- _'= rso �Mlxm Project 80 W. 78TH STREET Location C MINNESOTA Cert*fication hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that i am a duly licensed professional ENGINEER under the laws of the state of Minnesota. Michael C. Brandt Registration No. 42661 Date: XX /XX/2011 If applicable, contact us for a wet signed copy of this plan which is available upon request at MFRA, Inc., Plymouth, MN office. Summary Designed: Mcg /sG Drawn: DJD Approved: nncs Book /Page: --/-- Phase: PRELIMINARY Initial Issued: 01 /04 /2012 Revision History No. Date By Submittal /Revision Sheet Title EROSION CONTROL PLAN PHASE 1 Sheet No. Revision C5.01 Project No. FEN19169 ,f f ' f - ' / / Z-10007 111, 1-, 1 .00� 00000 3 ' f ' STORM WATE .- f � 1-f f� - FILTRATION B .. -` 24 RCP FES •. .. •. . ,` Yom.= 0 01 S, 935 .-- +- 9 f _ 935 i �s f M IN 9 6A 93 4 ' _ � , C? EH I VE C TOP= 932.88 y °. �, l 0=6 C -o .4 • ' WAREHOUSE RETAIL ;`0=6 0) 0=6 J EXISTING POND NWL =932.7 Qj6 HWL -939.1 PROPOSED BUILDING' ER CITY AS- BUILT) 20,600 S.F. # F F E - 940.1 { s OFFICE `Iy ` ' r tip: • - ` „ . ` ` ti t t # • r 4. , • 939 ` r ��938 935 r' ; orn or P P%F-� .111Y '936'\� f -�- - ---- - - - - -- Jan 05, 2012 - 8:30am - User:225 L:\ PROJECTS \FEN19169 \dwg \Civil \19169- C5.01- EROSION.dwg f >00 I xllol /Z6000 � r r �6" RC�ARCH FES E 31.6 E � � f CLI C) w(n W i 7 7 934.79 . 930.07 EROSION CONTROL MATERIALS QUANTITIES ITEM UNIT QUANTITY SILT FENCE LINEAR FEET 1650 SILT DIKE I LINEAR FEET 10 BIO -ROLL I LINEAR FEET 130 CONSTRUCTION ENTRANCE UNIT 1 INLET PROTECTION DEVICE (IP -1) UNIT 2 INLET PROTECTION DEVICE (IP -2) UNIT 1 - LEGEND PROPOSED EXISTING CURB & GUTTER STORM SEWER 0- N 1 a DD 0 D RAI NTI LE ►►► ►►► DDD D D D CONTOUR 902 - - - - -- �. RIP RAP PEOF OVERFLOW ELEV. xxx .x SILT FENCE - - - -SF- - - SILT DIKE --- -SD - -- LIMITS OF DISTURBANCE SOIL BORINGS \ PA-10 DIRECTION OF 1.01 AC± OVERLAND FLOW 10.48 AC± TEMPORARY DIVERSION � DITCH 12.19 AC± CHECK DAM 11.27 AC± LIMITS OF DRAINAGE 1.64 AC± SUB -BASIN BIO -ROLL � INLET PROTECTION DEVICE 1 � IP -1 INLET PROTECTION DEVICE 2 � IP -2 TEMPORARY STONE CONSTRUCTION ENTRANCE TEMPORARY SEDIMENT BASIN E{ S B TEMPORARY STORAGE AND PARKING AREA TS TEMPORARY STABILIZATION MEASURES (SEED., MULCH, MATS OR BLANKETS AS SM OUTLINED IN THE SWPPP) - SEQUENCE OF CONSTRUCTION - PHASE I: 1. INSTALL STABILIZED CONSTRUCTION ENTRANCES. 2. PREPARE TEMPORARY PARKING AND STORAGE AREA. 3. CONSTRUCT THE SILT FENCES ON THE SITE. 4. CONSTRUCT THE SEDIMENTATION AND SEDIMENT TRAP BASINS. 5. HALT ALL ACTIVITIES AND CONTACT THE CIVIL ENGINEERING CONSULTANT TO PERFORM INSPECTION OF BMPs. GENERAL CONTRACTOR SHALL SCHEDULE AND CONDUCT STORM WATER PRE - CONSTRUCTION MEETING WITH ENGINEER AND ALL GROUND DISTURBING CONTRACTORS BEFORE PROCEEDING WITH CONSTRUCTION. 6. CLEAR AND GRUB THE SITE. 7. BEGIN GRADING THE SITE. 8. START CONSTRUCTION OF BUILDING PAD AND STRUCTURES. PHASE II: 1. TEMPORARILY SEED DENUDED AREAS. 2. INSTALL UTILITIES, UNDERDRAINS, STORM SEWERS, CURBS AND GUTTERS. 3. INSTALL RIP RAP AROUND OUTLET STRUCTURES. 4. INSTALL INLET PROTECTION AROUND ALL STORM SEWER STRUCTURES. 5. PREPARE SITE FOR PAVING. 6. PAVE SITE. 7. INSTALL INLET PROTECTION DEVICES. 8. COMPLETE GRADING AND INSTALL PERMANENT SEEDING AND PLANTING. 9. REMOVE ALL TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES (ONLY IF SITE IS STABILIZED), IF REQUIRED BY THE CONTRACT NOTE TO CONTRACTOR THE EROSION CONTROL PLAN SHEETS ALONG WITH THE REST OF THE SWPPP MUST BE KEPT ONSITE UNTIL THE NOTICE OF TERMINATION IS FILED WITH THE MPCA, THE CONTRACTOR MUST UPDATE THE SWPPP, INCLUDING THE EROSION CONTROL PLAN SHEETS AS NECESSARY TO INCLUDE ADDITIONAL REQUIREMENTS, SUCH AS ADDITIONAL OR MODIFIED BMPS DESIGNED TO CORRECT PROBLEMS IDENTIFIED. AFTER FILING THE NOTICE OF TERMINATION, THE SWPPP, INCLUDING THE EROSION CONTROL PLAN SHEETS, AND ALL REVISIONS TO IT MUST BE SUBMITTED TO THE OWNER, TO BE KEPT ON FILE IN ACCORDANCE WITH THE RECORD RETENTION REQUIREMENTS DESCRIBED IN THE SWPPP NARRATIVE. AREA SUMMARY IN ACRES PAVEMENT AREA 1.01 AC± BUILDING AREA 10.48 AC± SEEDED AREA 10.55 AC± TOTAL DISTURBED 12.19 AC± PRE - CONSTRUCTION IMPERVIOUS 11.27 AC± POST -CONSTRUCTION IMPERVIOUS 1.64 AC± * REFER TO SHEET C5.03 FOR GENERAL NOTES, MAINTENANCE NOTES, LOCATION MAPS, AND STANDARD DETAILS -SOIL EROSION /SEDIMENTATION CONTROL OPERATION TIME SCHEDULE COTTST'RUCTION SEQUENCE TEMPORARY CONTROL MEASURES STRIP & STOCKPILE TOPSOIL ROUGH GRADE / SEDIMENT CONTROL TEMPORARY CONSTRUCTION ROADS FOUNDATION / BUILDING CONSTRUCTION SITE CONSTRUCTION PERMANENT CONTROL STRUCTURES FINISH GRADING LANDSCAPING / SEED / FINAL STABILIZATION STORM FACILITIES . C CTOR OR GENERAL CONTRACTOR TO COMPLETE TABLE WITH THEIR SPECIFIC PROJECT SCHEDULE NORTH 0 30 60 SCALE IN FEET N�� .......................... ........................ ........................ ......................... ...... .� ......................... �k ............ .... F"" ....... \%%` IEEE o�` Es % omo engineering surveying planning energy Client 14800 28th Ave. N, Ste 140 Plymouth, Minnesota 55447 (7631476.6010 telephone (7631476.8532 facsimile www.mfra.com mr rso �Mlxm Project 80 W. 78TH STREET Location C MINNESOTA • • Cert*if ication hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that i am a duly licensed professional ENGINEER under the laws of the state of Minnesota. Michael C. Brandt Registration No. 42661 Date: XX /XX/2011 If applicable, contact us for a wet signed copy of this plan which is available upon request at MFRA, Inc., Plymouth, MN office. Summary Designed: Mcg /sG Drawn: DJD Approved: nncs Book /Page: - - / -- PIl2S2: PRELIMINARY Initial Issued: 01 /04 /2012 Revision History No. Date By Submittal /Revision Sheet Title EROSION CONTROL PLAN PHASE 2 Sheet No. Revision C5.02 Project No. FEN19169 EROSION SEDIMENTATION CONTROL NOTES DETAILS / "SITE MAP" 0 DES c LI - - ----- -- NTA I E TIC. lw_. 76th ST, 11 AGE RD. � � 0 , Q ` > 77th ST. City =� KHAN V1 S� DHN H (31 C - Ear STE W. 78th o 01 0 a U 0 Cr COARKET ST. 12 SITE LOCATION MAP NOT TO SCALE G �oP °O .- �Tr \V/ 101 W. ST. f 78th ST. DA. 1 "F Y F-N E IR. CIRO \\\ f 9 CONSTRUCT 2' HIGH BERM WITH MAXIMUM SIDE SLOPE OF 4:1 0 0: 0� 0 a0 0 � 0 ` � � 00 � 0, 000 � 0 t � ' 0 �' 0 0015 0 5 1 r' o nod - -�s , 0 00 2" TO 3" GRAVEL � 6 ��s Q n- �-- � -- C � 0 --' 000 F 1) 0 000 OUC OU 000 ,? h r � s 0 r ; -\� ��. NOTE: THE ROCK ENTRANCES SHALL BE INSTALLED r r 0 PRIOR TO THE START OF ANY SITE WORK THE ROCK fff ENTRANCES SHALL BE INSPECTED FOLLOWING EACH s S RAINFALL. MAINTENANCE OF THE ROCK ENTRANCES � SHALL INCLUDE A TOP DRESSING OF NEW GRAVEL, OR REMOVAL AND REPLACEMENT OF THE GRAVEL AS NEEDED, TO KEEP THE ENTRANCE FREE FROM COLLECTED MUD. ROCK ENTRANCE DRIVE NOT TO SCALE DEVELOPER: FENDLER PATTERSON CONSTRUCTION 4839 WEST 124TH STREET SAVAGE, MN 55378 TEL 952 - 890 -4346 SITE OPERATOR /GENERAL CONTRACTOR: FENDLER PATTERSON CONSTRUCTION 4839 WEST 124TH STREET SAVAGE, MN 55378 TEL 952 - 890 -4346 SUPERINTENDENT: Jan 05, 2012 - 8:30am - User:225 L:\ PROJECTS \FEN19169 \dwg \Civil \19169- C5.01- EROSION.dwg 2" X 4" WOOD FRAM DROP INLE4� WITH GRAT� 5' MIN. so (TYP.) 2" X S - us GS MAP NOT TO SCALE SILT FENCE DETAIL NOT TO SCALE ATTACH THE WOVEN WIRE FENCE TO EACH POST WITH THREE WIRE TIES OR OTHER FASTENERS (SEE NOTE 1) CROSS BRACE z m f WOVEN WIRE FENCE WITH SILT FENCE MATERIAL COVER EXTEND WIRE FENCE A MIN. OF 3" INTO GROUND EXTEND SILT FENCE MATERIAL A MIN. OF 1' -0" INTO GROUND IONOFILAMENT LE MATERIAL X6 BED SOIL SIGN TO INDICATE THE LOCATION OF THE CONCRETE WASHOUT AREA GROUND SURFACE BERM AROUND PERIMETER 12" MIN 12" MIN 2' -0" MIN COMPACTED EMBANKMENT 8'X 8' MIN OR AS MATERIAL (TYP.) REQUIRED TO CONTAIN WASTE 3:1 OR FLATTER CONCRETE SIDE SLOPES NOTES: 1. CONCRETE WASHOUT AREA SHALL BE INSTALLED PRIOR TO ANY CONCRETE PLACEMENT ON SITE. 2. CONCRETE WASHOUT AREA SHALL BE LINED WITH MINIMUM 10 MIL THICK PLASTIC LINER. 3. VEHICLE TRACKING CONTROL IS REQUIRED IF ACCESS TO CONCRETE WASHOUT AREA IS OFF PAVEMENT. 4. SIGNS SHALL BE PLACED AT THE CONSTRUCTION ENTRANCE, AT THE WASHOUT AREA AND ELSEWHERE AS NECESSARY TO CLEARLY INDICATE THE LOCATION OF THE CONCRETE WASHOUT AREA TO OPERATORS OF CONCRETE TRUCKS AND PUMP RIGS. 5. THE CONCRETE WASHOUT AREA SHALL BE REPAIRED AND ENLARGED OR CLEANED OUT AS NECESSARY TO MAINTAIN CAPACITY FOR WASTED CONCRETE. 6. AT THE END OF CONSTRUCTION, ALL CONCRETE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF AT AN ACCEPTED WASTE SITE. 7. WHEN THE CONCRETE WASHOUT AREA IS REMOVED, THE DISTURBED AREA SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED IN A MANNER ACCEPTED BY THE CITY. CONCRETE WASHOUT AREA NOT TO SCALE SILT FENCE MATERIAL TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH THREE TIES SPACED AT 30" ON CENTER (SEE NOTE 1) SECURELY FASTEN OVERLAPPING ENDS OF SILT FENCE MATERIAL TO ADJACENT STAKES WITH THREE WIRE TIES OR OTHER FASTENERS POSTS: 2 X 4 WOODEN STAKE FENCE: WOVEN WIRE, 14 -1/2 GA., 6" MAX. MESH OPENING FABRIC: IN ACCORDANCE WITH ASTM D 6461 LATEST EDITION. 1. ATTACH THE WOVEN WIRE FENCE TO EACH POST AND THE GEOTEXTILE TO THE WOVEN WIRE FENCE (SPACED EVERY 30 11) WITH THREE WIRE TIES OR OTHER FASTENERS, ALL SPACED WITHIN THE TOP 8" OF THE FABRIC. ATTACH EACH TIE DIAGONALLY 45 DEGREES THROUGH THE FABRIC, WITH EACH PUNCTURE AT LEAST 1" VERTICALLY APART. 2. WHEN TWO SECTIONS OF SILT FENCE MATERIAL ADJOIN EACH OTHER, THEY SHALL BE OVERLAPPED ACROSS TWO POSTS. 3. MAINTENANCE SHALL BE PERFORMED AS NOTED IN THE SWPPP. DEPTH OF ACCUMULATED SEDIMENTS MAY NOT EXCEED ONE -HALF THE HEIGHT OF THE FABRIC. MAINTENANCE CLEANOUT MUST BE CONDUCTED REGULARLY TO PREVENT ACCUMULATED SEDIMENTS FROM REACHING ONE -HALF THE HEIGHT OF THE SILT FENCE MATERIAL ABOVE GRADE. 4. ALL SILT FENCE INLETS SHALL INCLUDE WIRE SUPPORT. -SILT FENCE INLET PROTECTION (IP -1) NOT TO SCALE ni%Jn -Fwvv FMDRIV- MIRAFI FF101 ROAD DRAIN CASTING APPLICABI LTY • NEENAH R -3067 • NEENAH R -3512 - ROAD DRAIN INLET PROTECTION (IP -2) NOT TO SCALE 3SEMBLY )X GENERAL EROSION NOTES: 1. CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES AND BE CONSTRUCTED TO SAME. WHERE A CONFLICT EXISTS BETWEEN LOCAL JURISDICTIONAL STANDARD SPECIFICATIONS AND MFRA STANDARD SPECIFICATIONS, THE MORE STRINGENT SPECIFICATION SHALL APPLY. 2. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATIONS AND /OR ELEVATIONS OF EXISTING UTILITIES AS SHOWN ON THESE PLANS ARE BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE SUBSURFACE UTILITY INFORMATION SHOWN ON THESE PLANS IS A UTILITY QUALITY LEVEL D. THIS QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF CI /ASCE 38 -02, ENTITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA." THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CONTACT ALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. THE LOCATIONS OF SMALL UTILITIES SHALL BE OBTAINED BY THE CONTRACTOR BY CALLING MINNESOTA GOPHER STATE ONE CALL AT 800 - 252 -1166 OR 651 - 454 -0002 3. THE DESIGN SHOWN IS BASED UPON THE ENGINEER'S UNDERSTANDING OF THE EXISTING CONDITIONS. THE EXISTING CONDITIONS SHOWN ON THIS PLAN ARE BASED UPON AN ALTA OR TOPOGRAPHIC SURVEY PREPARED BY MFRA DATED 12/30/2011. IF CONTRACTOR DOES NOT ACCEPT EXISTING TOPOGRAPHY AS SHOWN ON THE PLANS WITHOUT EXCEPTION, THEY SHALL HAVE MADE, AT THEIR EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR AND SUBMIT IT TO THE OWNER FOR REVIEW. SEE ATTACHED SURVEY SHEETS. 4. THE GENERAL CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES DURING THE CONSTRUCTION PHASES OF THIS PROJECT. THE CONTRACTOR WILL BE HELD SOLELY RESPONSIBLE FOR ANY DAMAGES OCCURRING TO THE ADJACENT PROPERTIES DURING THE CONSTRUCTION PHASES OF THIS PROJECT. 5. THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP) IS COMPRISED OF THIS DRAWING (EROSION & SEDIMENTATION CONTROL PLAN -ESC PLAN), THE STANDARD DETAILS, THE PLAN NARRATIVE, AND ITS APPENDICES, PLUS THE PERMIT AND ALL SUBSEQUENT REPORTS AND RELATED DOCUMENTS. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETING & SUBMITTING THE APPLICATION FOR THE MPCA GENERAL STORMWATER PERMIT FOR CONSTRUCTION ACTIVITY. ALL CONTRACTORS AND SUBCONTRACTORS INVOLVED WITH STORM WATER POLLUTION PREVENTION SHALL OBTAIN A COPY OF THE SWPPP AND THE STATE OF MINNESOTA NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM GENERAL PERMIT (NPDES PERMIT) AND BECOME FAMILIAR WITH THEIR CONTENTS. THE SWPPP AND ALL OTHER RELATED DOCUMENTS MUST BE KEPT AT THE SITE DURING CONSTRUCTION. 7. CONTRACTOR SHALL IMPLEMENT BEST MANAGEMENT PRACTICES (BMP'S) AS REQUIRED BY THE SWPPP & PERMITS. THE CONTRACTOR SHALL OVERSEE THE INSPECTION & MAINTENANCE OF THE BMP'S AND EROSION PREVENTION FROM BEGINNING OF CONSTRUCTION AND UNTIL CONSTRUCTION IS COMPLETED, IS APPROVED BY ALL AUTHORITIES, THE NOTICE OF TERMINATION NOT HAS BEEN FILED WITH THE MPCA BY EITHER THE OWNER OR OPERATOR AS APPROVED ON PERMIT. ADDITIONAL BMP'S SHALL BE IMPLEMENTED AS DICTATED BY CONDITIONS AT NO ADDITIONAL COST TO OWNER THROUGHOUT ALL PHASES OF CONSTRUCTION. 8. CONTRACTOR SHALL COMPLY WITH TRAINING REQUIREMENTS IN PART III.A.2 OF THE GENERAL PERMIT. 9. BMP'S AND CONTROLS SHALL CONFORM TO FEDERAL, STATE, OR LOCAL REQUIREMENTS OR MANUAL OF PRACTICE, AS APPLICABLE. CONTRACTOR SHALL IMPLEMENT ADDITIONAL CONTROLS AS DIRECTED BY PERMITTING AGENCY OR OWNER. 10. ESC PLAN MUST CLEARLY DELINEATE ALL STATE WATERS. PERMITS FOR ANY CONSTRUCTION ACTIVITY IMPACTING STATE WATERS OR REGULATED WETLANDS MUST BE MAINTAINED ON SITE AT ALL TIMES. 11. CONTRACTOR SHALL MINIMIZE CLEARING TO THE MAXIMUM EXTENT PRACTICAL OR AS REQUIRED BY THE GENERAL PERMIT. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THE ESC PLANS SHALL BE CLEARLY DELINEATED (E.G. WITH FLAGS, STAKES, SIGNS, SILT FENCE, ETC.) ON THE DEVELOPMENT SITE BEFORE WORK BEGINS. GROUND DISTURBING ACTIVITIES MUST NOT OCCUR OUTSIDE THE LIMITS OF DISTURBANCE. 12. GENERAL CONTRACTOR SHALL DENOTE ON PLAN THE TEMPORARY PARKING AND STORAGE AREA WHICH SHALL ALSO BE USED AS THEE PMENT MAINTENANCE AND CLEANING AREA EMPLOYEE PARKING AREA AND AREA FOR LOCATING PORTABLE FACILITIES, OFFICE TRAILERS, AND TOILET FACILITIES. 13. ALL WASH WATER (CONCRETE TRUCKS, VEHICLE CLEANING, EQUIPMENT CLEANING, ETC.) MUST BE LIMITED TO A DEFINED AREA OF THE SITE AND SHALL BE CONTAINED AND PROPERLY TREATED OR DISPOSED. NO ENGINE DEGREASING IS ALLOWED ON SITE. 14. ALL LIQUID AND SOLID WASTES GENERATED BY CONCRETE WASHOUT OPERATIONS MUST BE CONTAINED IN A LEAK -PROOF CONTAINMENT FACILITY OR IMPERMEABLE LINER. A COMPACTED CLAY LINER THAT DOES NOT ALLOW WASHOUT LIQUIDS TO ENTER GROUND WATER IS CONSIDERED AN IMPERMEABLE LINER. THE LIQUID AND SOLID WASTES MUST NOT CONTACT THE GROUND, AND THERE MUST NOT BE RUNOFF FROM THE CONCRETE WASHOUT OPERATIONS OR AREAS. LIQUID AND SOLID WASTES MUST BE DISPOSED OF PROPERLY AND IN COMPLIANCE WITH MPCA REGULATIONS. A SIGN MUST BE INSTALLED ADJACENT TO EACH WASHOUT FACILITY TO INFORM CONCRETE EQUIPMENT OPERATORS TO UTILIZE THE PROPER FACILITIES. 15. SUFFICIENT OIL AND GREASE ABSORBING MATERIALS AND FLOTATION BOOMS SHALL BE MAINTAINED ON SITE OR READILY AVAILABLE TO CONTAIN AND CLEAN -UP FUEL OR CHEMICAL SPILLS AND LEAKS. 16. DUST ON THE SITE SHALL BE CONTROLLED. THE USE OF MOTOR OILS AND OTHER PETROLEUM BASED OR TOXIC LIQUIDS FOR DUST SUPPRESSION OPERATIONS IS PROHIBITED. 17. SOLID WASTE: COLLECTED SEDIMENT, ASPHALT & CONCRETE MILLINGS, FLOATING DEBRIS, PAPER, PLASTIC, FABRIC, CONSTRUCTION & DEMOLITION DEBRIS & OTHER WASTES MUST BE DISPOSED OF PROPERLY & MUST COMPLY WITH MPCA DISPOSAL REQUIREMENTS. 18. HAZARDOUS MATERIALS: OIL, GASOLINE, PAINT & ANY HAZARDOUS SUBSTANCES MUST BE PROPERLY STORED, INCLUDING SECONDARY CONTAINMENT, TO PREVENT SPILLS, LEAKS OR OTHER DISCHARGE. RESTRICTED ACCESS TO STORAGE AREAS MUST BE PROVIDED TO PREVENT VANDALISM. STORAGE & DISPOSAL OF HAZARDOUS WASTE MUST BE IN COMPLIANCE WITH MPCA REGULATIONS. 19. ALL STORM WATER POLLUTION PREVENTION MEASURES PRESENTED ON THIS PLAN, AND IN THE SWPPP, SHALL BE INITIATED AS SOON AS PRACTICABLE AND PRIOR TO SOIL DISTURBING ACTIVITIES UPSLOPE. 20. DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY HAS STOPPED SHALL BE TEMPORARILY SEEDED, WITHIN 14 DAYS OF INACTIVITY. SEEDING SHALL BE IN ACCORDANCE WITH MN /DOT SEED MIXTURE NUMBER 100 OR 110 DEPENDING ON THE SEASON OF PLANTING ( SEE MN /DOT SPECIFICATION SECTION 2575.3) SEEDING METHOD AND APPLICATION RATE SHALL CONFORM TO MN /DOT SPECIFICATION SECTION 2575.3. TEMPORARY MULCH SHALL BE APPLIED IN ACCORDANCE WITH MN /DOT SPECIFICATION SECTION 2575.3F1 AND 2575.3G. ALTERNATIVELY, HYDRAULIC SOIL STABILIZER IN ACCORDANCE WITH MN /DOT SPECIFICATION SECTION 2575.3H MAY BE USED IN PLACE OF TEMPORARY MULCH. 21. DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY HAS PERMANENTLY STOPPED SHALL BE PERMANENTLY STABILIZED. THESE AREAS SHALL BE STABILIZED IN ACCORDANCE WITH THE TIME TABLE DESCRIBED ABOVE. REFER TO THE GRADING PLAN AND /OR LANDSCAPE PLAN FOR VEGETATIVE COVER. 22. CONTRACTORS OR SUBCONTRACTORS WILL BE RESPONSIBLE FOR REMOVING SEDIMENT FROM CONVEYANCES & FROM TEMPORARY SEDIMENTATION BASINS THAT ARE TO BE USED AS PERMANENT WATER QUALITY MANAGEMENT BASINS. SEDIMENT MUST BE STABILIZED TO PREVENT IT FROM BEING WASHED BACK INTO THE BASIN, CONVEYANCES, OR DRAINAGEWAYS DISCHARGING OFF -SITE OR TO SURFACE WATERS. THE CLEANOUT OF PERMANENT BASINS MUST BE SUFFICIENT TO RETURN THE BASIN TO DESIGN CAPACITY. 23. ON -SITE & OFF -SITE SOIL STOCKPILE AND BORROW AREAS SHALL BE PROTECTED FROM EROSION AND SEDIMENTATION THROUGH IMPLEMENTATION OF BMP'S. STOCKPILE AND BORROW AREA LOCATIONS SHALL BE NOTED ON THE SITE MAP AND PERMITTED IN ACCORDANCE WITH GENERAL PERMIT REQUIREMENTS. 24. TEMPORARY SOIL STOCKPILES MUST HAVE SILT FENCE OR OTHER EFFECTIVE SEDIMENT CONTROLS & CANNOT BE PLACED IN SURFACE WATERS, INCLUDING STORMWATER CONVEYANCES SUCH AS CURB & GUTTER SYSTEMS OR CONDUITS & DITCHES. 25. SLOPES SHALL BE LEFT IN A ROUGHENED CONDITION DURING THE GRADING PHASE TO REDUCE RUNOFF VELOCITIES AND EROSION. 26. DUE TO THE GRADE CHANGES DURING THE DEVELOPMENT OF THE PROJECT, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTING THE EROSION CONTROL MEASURES (SILT FENCES, CHECK DAMS, INLET PROTECTION DEVICES, ETC.) TO PREVENT EROSION. 27. ALL CONSTRUCTION SHALL BE STABILIZED AT THE END OF EACH WORKING DAY, THIS INCLUDES BACKFILLING OF TRENCHES FOR UTILITY CONSTRUCTION AND PLACEMENT OF GRAVEL OR BITUMINOUS PAVING FOR ROAD CONSTRUCTION. MAINTENANCE NOTES: ALL MEASURES STATED ON THIS EROSION AND SEDIMENT CONTROL PLAN, AND IN THE STORM WATER POLLUTION PREVENTION PLAN SHALL BE MAINTAINED IN FULLY FUNCTIONAL CONDITION UNTIL NO LONGER REQUIRED FOR A COMPLETED PHASE OF WORK OR FINAL STABILIZATION OF THE SITE. THE DESIGNATED CONTACT PERSON NOTED ON THIS PLAN MUST ROUTINELY INSPECT THE CONSTRUCTION ON SITE ONCE EVERY SEVEN DAYS DURING ACTIVE CONSTRUCTION AND WITHIN 24 HOURS AFTER A RAINFALL EVENT GREATER THAN 0.5 INCHES IN 24 HOURS. ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE CLEANED AND REPAIRED IN ACCORDANCE WITH THE FOLLOWING: 1. 2. 3. 4. 5. 6. 7. ALL SILT FENCES MUST BE REPAIRED, REPLACED, OR SUPPLEMENTED WHEN THEY BECOME NONFUNCTIONAL OR THE SEDIMENT REACHES 1/3 OF THE HEIGHT OF THE FENCE. THESE REPAIRS MUST BE MADE WITHIN 24 HOURS OF DISCOVERY, OR AS SOON AS FIELD CONDITIONS ALLOW ACCESS. TEMPORARY AND PERMANENT SEDIMENTATION BASINS MUST BE DRAINED AND THE SEDIMENT REMOVED WHEN THE DEPTH OF SEDIMENT COLLECTED IN THE BASIN REACHES 1/2 THE STORAGE VOLUME. DRAINAGE AND REMOVAL MUST BE COMPLETED WITHIN 72 HOURS OF DISCOVERY, OR AS SOON AS FIELD CONDITIONS ALLOW ACCESS (SEE PART IV.D. OF THE GENERAL PERMIT). SURFACE WATERS, INCLUDING DRAINAGE DITCHES AND CONVEYANCE SYSTEMS, MUST BE INSPECTED FOR EVIDENCE OF SEDIMENT BEING DEPOSITED BY EROSION. THE CONTRACTOR MUST REMOVE ALL DELTAS AND SEDIMENT DEPOSITED IN SURFACE WATERS, INCLUDING DRAINAGE WAYS, CATCH BASINS, AND OTHER DRAINAGE SYSTEMS, AND RESTABILIZE THE AREAS WHERE SEDIMENT REMOVAL RESULTS IN EXPOSED SOIL. THE REMOVAL AND STABILIZATION MUST TAKE PLACE WITHIN SEVEN (7) DAYS OF DISCOVERY UNLESS PRECLUDED BY LEGAL, REGULATORY, OR PHYSICAL ACCESS CONSTRAINTS. THE CONTRACTOR SHALL USE ALL REASONABLE EFFORTS TO OBTAIN ACCESS. IF PRECLUDED, REMOVAL AND STABILIZATION MUST TAKE PLACE WITHIN SEVEN (7) CALENDAR DAYS OF OBTAINING ACCESS. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING ALL LOCAL, REGIONAL, STATE AND FEDERAL AUTHORITIES AND RECEIVING ANY APPLICABLE PERMITS, PRIOR TO CONDUCTING ANY WORK. CONSTRUCTION SITE VEHICLE EXIT LOCATIONS MUST BE INSPECTED FOR EVIDENCE OF OFF -SITE SEDIMENT TRACKING ONTO PAVED SURFACES. TRACKED SEDIMENT MUST BE REMOVED FROM ALL OFF -SITE PAVED SURFACES, WITHIN 24 HOURS OF DISCOVERY, OR IF APPLICABLE, WITHIN A SHORTER TIME TO COMPLY WITH PART IV.C.6 OF THE GENERAL PERMIT. THE CONTRACTOR IS RESPONSIBLE FOR THE OPERATION AND MAINTENANCE OF TEMPORARY AND PERMANENT WATER QUALITY MANAGEMENT BMPS, AS WELL AS ALL EROSION PREVENTION AND SEDIMENT CONTROL BMPS, FOR THE DURATION OF THE CONSTRUCTION WORK AT THE SITE. THE PERMITTEE(S) ARE RESPONSIBLE UNTIL ANOTHER PERMITTEE HAS ASSUMED CONTROL ACCORDING TO PART II.6.5 OVER ALL AREAS OF THE SITE THAT HAVE NOT BEEN FINALLY STABILIZED OR THE SITE HAS UNDERGONE FINAL STABILIZATION, AND A NOT HAS BEEN SUBMITTED TO THE MPCA. IF SEDIMENT ESCAPES THE CONSTRUCTION SITE, OFF -SITE ACCUMULATIONS OF SEDIMENT MUST BE REMOVED IN A MANNER AND AT A FREQUENCY SUFFICIENT TO MINIMIZE OFF -SITE IMPACTS (E.G., FUGITIVE SEDIMENT IN STREETS COULD BE WASHED INTO STORM SEWERS BY THE NEXT RAIN AND /OR POSE A SAFETY HAZARD TO USERS OF PUBLIC STREETS). ALL INFILTRATION AREAS MUST BE INSPECTED TO ENSURE THAT NO SEDIMENT FROM ONGOING CONSTRUCTION ACTIVITIES IS REACHING THE INFILTRATION AREA AND THESE AREAS ARE PROTECTED FROM COMPACTION DUE TO CONSTRUCTION EQUIPMENT DRIVING ACROSS THE INFILTRATION AREA. ... ................ ........... . ... ............... I .................. ....................... ........................ ........................ ......................... ::� ......................... ` � p\00011 . ......... \ 00 ON o` ANN .0` englneeringsurveying planning energy Client 14800 28th Ave. N, Ste 140 Plymouth, Minnesota 55447 (7631476.6010 telephone (7631476.8532 facsimile www.mfra.com --------- Sol Project 80 W. 78TH STREET Location CHANHASSEN., MINNESOTA Cer ei ication hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that i am a duly licensed professional ENGINEER under the laws of the state of Minnesota. Michael C. Brandt Registration No. 42661 Date: XX /XX/2011 If applicable, contact us for a wet signed copy of this plan which is available upon request at MFRA, Inc., Plymouth, MN office. Summary Designed: Mcg /sG Drawn: DJD Approved: nncs Book /Page: - - / -- PIl2S2: PRELIMINARY Initial Issued: 01 /04 /2012 Revision History No. Date By Submittal/ Revision Sheet Title EROSION CONTROL NOTES & DETAILS Sheet No. Revision C5.03 Project No. FEN19169 00000� BEEHIVE CB) TOP= 932.88 EXISTING POND NWL =932.7 HWL =939.1 (PER CITY AS— BUILT) 250122300 100 78TH ST W CHANHASSEN HR ago-= 00-001 Jan 05, 2012 - 8:30am - User:225 L:\ PROJECTS \FEN19169 \dwg \Civil \19169- C6.01- UTILITY.dwg `w` .. v �• 1" ., V IC ��• V • r%1 IM In 1 ITII IT%/ r A [%r\ Ir \IT �. ' %Vab fi" WET —TAP W/ 6" GATE VALVE REMOVE EXISTING CLEANOUT AND CONSTRUCT MANHOLE OVER EXISTING PIPE. �.- ---- - ---�� RE: 935.45 IE:927.00 E W LEGEND PROPOSED EXISTING 256860031 18930 78TH ST W CRB FAMILY LP 36" RCP ARCH FES IE= 931.65 256860030 78 78TH ST W PEGGY M KRONICK STORMCEPTER MH RE =937.0 IE= 932.85 (FIELD VERIFY IE) °o CONSTRUCT OVER EXISTING PIPE 1. ALL UTILITIES SHALL BE CONSTRUCTED IN ACCORDANCE TO CITY REQUIREMENTS. 2. CONTRACTOR SHALL NOT OPEN, TURN OFF, INTERFERE WITH, OR ATTACH ANY PIPE OR HOSE TO OR TAP WATERMAIN BELONGING TO THE CITY UNLESS DULY AUTHORIZED TO DO SO BY THE CITY. ANY ADVERSE CONSEQUENCES OF ANY SCHEDULED OR UNSCHEDULED DISRUPTIONS OF SERVICE TO THE PUBLIC ARE THE LIABILITY OF THE CONTRACTOR 3. A MINIMUM VERTICAL SEPARATION OF 18 INCHES IS REQUIRED AT ALL WATERMAIN AND SEWER MAIN (BUILDING., STORM AND SANITARY) CROSSINGS. B. ALL MATERIALS SHALL BE AS SPECIFIED IN CEAM SPECIFICATIONS EXCEPT AS MODIFIED HEREIN. 1. ALL MATERIALS SHALL COMPLY WITH THE REQUIREMENTS OF THE CITY. 2. ALL SANITARY SEWER TO BE PVC SDR -35, UNLESS NOTED OTHERWISE. 3. ALL WATERMAIN TO BE DUCTILE IRON -CLASS 521 WITH 7.5 FEET MINIMUM COVER. 4. ALL STORM SEWER PIPE TO BE HDPE WITH WATERTIGHT JOINTS. 5. RIP RAP SHALL BE Mn /DOT CLASS 3. C. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF VESTIBULE, EXIT PORCHES, RAMPS, TRUCK DOCKS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS. D. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND /OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. THE LOCATIONS OF SMALL UTILITIES SHALL BE OBTAINED BY THE CONTRACTOR, BY CALLING GOPHER STATE ONE CALL AT 454 -0002. E. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES DURING THE CONSTRUCTION PHASES OF THIS PROJECT. THE CONTRACTOR WILL BE HELD SOLELY RESPONSIBLE FOR ANY DAMAGES TO THE ADJACENT PROPERTIES OCCURRING DURING THE CONSTRUCTION PHASES OF THIS PROJECT. F. SAFETY NOTICE TO CONTRACTORS: IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, THE CONTRACTOR WILL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS ON THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE OF THE WORK. THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE DUTY OF THE ENGINEER OR THE DEVELOPER TO CONDUCT CONSTRUCTION REVIEW OF THE CONTRACTOR'S PERFORMANCE IS NOT INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF THE CONTRACTOR'S SAFETY MEASURES IN, ON OR NEAR THE CONSTRUCTION SITE. G. ALL AREAS OUTSIDE THE PROPERTY BOUNDARIES THAT ARE DISTURBED BY UTILITY CONSTRUCTION SHALL BE RESTORED IN KIND. SODDED AREAS SHALL BE RESTORED WITH 6 INCHES OF TOPSOIL PLACED BENEATH THE SOD. H. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFIC CONTROL DEVICES SUCH AS BARRICADES, WARNING SIGNS, DIRECTIONAL SIGNS, FLAGMEN AND LIGHTS TO CONTROL THE MOVEMENT OF TRAFFIC WHERE NECESSARY. TRAFFIC CONTROL DEVICES SHALL CONFORM TO APPROPRIATE MINNESOTA DEPARTMENT OF TRANSPORTATION STANDARDS. I. ALL SOILS TESTING SHALL BE COMPLETED BY AN INDEPENDENT SOILS ENGINEER. EXCAVATION FOR THE PURPOSE OF REMOVING UNSTABLE OR UNSUITABLE SOILS SHALL BE COMPLETED AS REQUIRED BY THE SOILS ENGINEER. THE UTILITY BACKFILL CONSTRUCTION SHALL COMPLY WITH THE REQUIREMENTS OF THE SOILS ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIRED SOILS TESTS AND SOIL INSPECTIONS WITH THE SOILS ENGINEER. A GEOTECHNICAL ENGINEERING SOILS REPORT WAS COMPLETED ON APRIL 111 2011: COMPANY: BRAUN INTERTEC ADDRESS: 1826 Buerkle Road Saint Paul, MN 55110 PHONE: 651.487.3245 DATED: XX -XX -2011 J. PRIOR TO PLACEMENT OF AGGREGATE BASE, A TEST ROLL WILL BE REQUIRED ON THE STREET AND PARKING AREA SUBGRADE. THE CONTRACTOR SHALL PROVIDE A LOADED TANDEM AXLE TRUCK WITH A GROSS WEIGHT OF 25 TONS. THE TEST ROLLING SHALL BE AT THE DIRECTION OF THE SOILS ENGINEER AND SHALL BE COMPLETED IN AREAS AS DIRECTED BY THE SOILS ENGINEER. THE SOILS ENGINEER SHALL DETERMINE WHICH SECTIONS OF THE STREET OR PARKING AREA ARE UNSTABLE. CORRECTION OF THE SUBGRADE SOILS SHALL BE COMPLETED IN ACCORDANCE WITH THE REQUIREMENTS OF THE SOILS ENGINEER. K. WATERMAIN SHALL MAINTAIN 7.5' OF COVER L. ALL SANITARY SEWER WITH LESS THAN 7.5' OF COVER SHALL BE INSULATED WITH 6" INSULATION SURROUNDING THE PIPE. SEE DETAIL ON SHEET C9.01. -STORM SEWER STRUCTURE SCHEDULE NUMBER CURB &GUTTER / STORM SEWER � N � 0 0 0 SANITARY SEWER 00- 0 / FORCEMAIN (SAN.) 0_________0 / WATERMAIN �� I � �� 000000 EASEMENT CBMH 3 DRAT NTI LE 48" GAS LINE uG uc CBMH 4 ELECTRIC UE uE 48" TELEPHONE UT UT CB 5 - UTILITY CONSTRUCTION NOTES 2'x3' A. THE UTILITY IMPROVEMENTS FOR THIS PROJECT SHALL BE CONSTRUCTED IN ACCORDANCE WITH CBMH 6 THE "STANDARD UTILITIES SPECIFICATIONS" AS PUBLISHED BY THE CITY ENGINEERS ASSOCIATION 48" OF MINNESOTA (CEAM)., EXCEPT AS MODIFIED HEREIN. CONTRACTOR SHALL OBTAIN A COPY OF STMH 7 THESE SPECIFICATIONS. 256860031 18930 78TH ST W CRB FAMILY LP 36" RCP ARCH FES IE= 931.65 256860030 78 78TH ST W PEGGY M KRONICK STORMCEPTER MH RE =937.0 IE= 932.85 (FIELD VERIFY IE) °o CONSTRUCT OVER EXISTING PIPE 1. ALL UTILITIES SHALL BE CONSTRUCTED IN ACCORDANCE TO CITY REQUIREMENTS. 2. CONTRACTOR SHALL NOT OPEN, TURN OFF, INTERFERE WITH, OR ATTACH ANY PIPE OR HOSE TO OR TAP WATERMAIN BELONGING TO THE CITY UNLESS DULY AUTHORIZED TO DO SO BY THE CITY. ANY ADVERSE CONSEQUENCES OF ANY SCHEDULED OR UNSCHEDULED DISRUPTIONS OF SERVICE TO THE PUBLIC ARE THE LIABILITY OF THE CONTRACTOR 3. A MINIMUM VERTICAL SEPARATION OF 18 INCHES IS REQUIRED AT ALL WATERMAIN AND SEWER MAIN (BUILDING., STORM AND SANITARY) CROSSINGS. B. ALL MATERIALS SHALL BE AS SPECIFIED IN CEAM SPECIFICATIONS EXCEPT AS MODIFIED HEREIN. 1. ALL MATERIALS SHALL COMPLY WITH THE REQUIREMENTS OF THE CITY. 2. ALL SANITARY SEWER TO BE PVC SDR -35, UNLESS NOTED OTHERWISE. 3. ALL WATERMAIN TO BE DUCTILE IRON -CLASS 521 WITH 7.5 FEET MINIMUM COVER. 4. ALL STORM SEWER PIPE TO BE HDPE WITH WATERTIGHT JOINTS. 5. RIP RAP SHALL BE Mn /DOT CLASS 3. C. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF VESTIBULE, EXIT PORCHES, RAMPS, TRUCK DOCKS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS. D. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND /OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. THE LOCATIONS OF SMALL UTILITIES SHALL BE OBTAINED BY THE CONTRACTOR, BY CALLING GOPHER STATE ONE CALL AT 454 -0002. E. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES DURING THE CONSTRUCTION PHASES OF THIS PROJECT. THE CONTRACTOR WILL BE HELD SOLELY RESPONSIBLE FOR ANY DAMAGES TO THE ADJACENT PROPERTIES OCCURRING DURING THE CONSTRUCTION PHASES OF THIS PROJECT. F. SAFETY NOTICE TO CONTRACTORS: IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, THE CONTRACTOR WILL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS ON THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE OF THE WORK. THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE DUTY OF THE ENGINEER OR THE DEVELOPER TO CONDUCT CONSTRUCTION REVIEW OF THE CONTRACTOR'S PERFORMANCE IS NOT INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF THE CONTRACTOR'S SAFETY MEASURES IN, ON OR NEAR THE CONSTRUCTION SITE. G. ALL AREAS OUTSIDE THE PROPERTY BOUNDARIES THAT ARE DISTURBED BY UTILITY CONSTRUCTION SHALL BE RESTORED IN KIND. SODDED AREAS SHALL BE RESTORED WITH 6 INCHES OF TOPSOIL PLACED BENEATH THE SOD. H. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFIC CONTROL DEVICES SUCH AS BARRICADES, WARNING SIGNS, DIRECTIONAL SIGNS, FLAGMEN AND LIGHTS TO CONTROL THE MOVEMENT OF TRAFFIC WHERE NECESSARY. TRAFFIC CONTROL DEVICES SHALL CONFORM TO APPROPRIATE MINNESOTA DEPARTMENT OF TRANSPORTATION STANDARDS. I. ALL SOILS TESTING SHALL BE COMPLETED BY AN INDEPENDENT SOILS ENGINEER. EXCAVATION FOR THE PURPOSE OF REMOVING UNSTABLE OR UNSUITABLE SOILS SHALL BE COMPLETED AS REQUIRED BY THE SOILS ENGINEER. THE UTILITY BACKFILL CONSTRUCTION SHALL COMPLY WITH THE REQUIREMENTS OF THE SOILS ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIRED SOILS TESTS AND SOIL INSPECTIONS WITH THE SOILS ENGINEER. A GEOTECHNICAL ENGINEERING SOILS REPORT WAS COMPLETED ON APRIL 111 2011: COMPANY: BRAUN INTERTEC ADDRESS: 1826 Buerkle Road Saint Paul, MN 55110 PHONE: 651.487.3245 DATED: XX -XX -2011 J. PRIOR TO PLACEMENT OF AGGREGATE BASE, A TEST ROLL WILL BE REQUIRED ON THE STREET AND PARKING AREA SUBGRADE. THE CONTRACTOR SHALL PROVIDE A LOADED TANDEM AXLE TRUCK WITH A GROSS WEIGHT OF 25 TONS. THE TEST ROLLING SHALL BE AT THE DIRECTION OF THE SOILS ENGINEER AND SHALL BE COMPLETED IN AREAS AS DIRECTED BY THE SOILS ENGINEER. THE SOILS ENGINEER SHALL DETERMINE WHICH SECTIONS OF THE STREET OR PARKING AREA ARE UNSTABLE. CORRECTION OF THE SUBGRADE SOILS SHALL BE COMPLETED IN ACCORDANCE WITH THE REQUIREMENTS OF THE SOILS ENGINEER. K. WATERMAIN SHALL MAINTAIN 7.5' OF COVER L. ALL SANITARY SEWER WITH LESS THAN 7.5' OF COVER SHALL BE INSULATED WITH 6" INSULATION SURROUNDING THE PIPE. SEE DETAIL ON SHEET C9.01. -STORM SEWER STRUCTURE SCHEDULE NUMBER TYPE SIZE CASTING* STMH 1 STORM MANHOLE 48" R -1733 STMH 2 STORM MANHOLE 48" R -3067 CBMH 3 CATCH BASIN MANHOLE 48" R- 3067 -V CBMH 4 CATCH BASIN MANHOLE 48" R- 3067 -V CB 5 1 CATCH BASIN 2'x3' R -1733 CBMH 6 CATCH BASIN MANHOLE 48" R- 3067 -V STMH 7 STORM MANHOLE 48" R -1733 CB 8 1 CATCH BASIN 2'x3' R- 3067 -V CB 9 1 CATCH BASIN 2'x3' R- 3067 -V *INDICATES NEENAH FOUNDRY CASTING NO., OR APPROVED EQUAL NORTH 0 30 60 SCALE IN FEET ................ .... :� BONN .:::: 100 00 wwmw engineering surveying planning energy Client 14800 28th Ave. N, Ste 140 Plymouth, Minnesota 55447 (7631476.6010 telephone (7631476.8532 facsimile www.mfra.com "Mrso �Mlxm Project 80 W. 78TH STREET Location CHANHASSEN, MINNESOTA . Cert*ifica ion hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that i am a duly licensed professional ENGINEER under the laws of the state of Minnesota. Michael C. Brandt Registration No. 42661 Date: XX /XX/2011 If applicable, contact us for a wet signed copy of this plan which is available upon request at MFRA, Inc., Plymouth, MN office. Summary Designed: Mcg /sG Drawn: DJD Approved: nncs Book /Page: - - / -- PIl2S2: PRELIMINARY Initial Issued: 01 /04 /2012 Revision History No. Date By Submittal /Revision Sheet Title UTILITY PLAN Sheet No. Revision C6.01 Project No. FEN19169 s +0 . 0 +0 0� ' .0 0 �` 0,��0 .0 +0.0 +0.0 +0.0 .0 +0 � � f 0 +0 0 0 . 0 +0 . 0 0 . + . +0 . 0 +0 . 0 +0 . 0 . 0 +0.0 +0� +0 + + + +0.0 +0.0 + +0.0 f + 0. 0_,,- 0 0. . 0� •. f,c••-° + 0 10, o . o o . 0 0 0.0 0.0 0.0 0.0 +0. 0.1 01�1_1-•11 1 o +0. 1�+0�. 0 +0 +0.0 +0.1 +0.2 + �� • � +0.0 +0.0 0 .0 +0.0 +0.1 +0.3 �' + .9 + � + � + .5 0.0 0.1 0.1 0 6M 2. 1 + + + + + f + + + 0. 0 0. 1 0.2 .4 6 1 8 .2'• ,, 2 k, ! .� VV ------- ------ +0 . 0 +0 . 00 .2 0 . . 0 9 +2 +3 . 2 2 ` +2 -, .0 0/0 0.0) o .:0 W 2 LL J LL 0 \0 0.0 0.0 .0 +0.10 � C U E 3 d + + 3 _.� - - - --- .0 t.10 0.1 0 9 .6 1 U T wpl 936 - p f +0 ; 1 +0.2 +0. . + +3.0 6 I a WAREHOUSE POND POND ICE +0.0 +0.2 +0.3 5 +2 . )13 8 (28/12/2011) ' ELEV. =932.8 + cp� �0„ . 0 +0.0 + 0. 0 0. 1 . 1 '2 C', P0 + . 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O xI f "00000 �� / 256 0031 :V 4 ,, ", / 18930 78TH ST W ,�,,. ♦,,� , �' -' �,. / CRB /rAM I LY LP C d F / STORM WATER PONDING EASEMENT POND ICE / (28/12/2011) _. f + + + + + + + + + + + + ELEV.= 931.7 + + +..�- + + + + + + .! .0 .0 .� 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0. ��, .0 0.0 0.0 0.0 .0 0.00.0 0.0 0.0 # WL--- b .0 : 0 0. 0 0. �'6 :- - --�Q., 0. 0 0. 0 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0 1._ .-� . 1 +0.1 +0.1 0� . 1 0. 0 +0.0 0 .� 0 +0.0 +0.0 +0.0 �33. +0.0 0. 0 +0.0 .0 00 0 0. 0. 0,. _,0 0 +0.1 .1 +0.1 +0.1 +0.1 +0.1 +0.2 +0.2 + 0 . 0. 1 +0.1 +0.1 0. +0.1 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 0 5 =:' :• '0.0 0. 0 0.0 0. 0 0. 0 0. 0 0. 0 0. 1 0. 1 0 .2 0 .2 0 .3 0 .2 0 .2 0 .3 0 .3 0 .3 0 .2 0 .2 0 .2 0. �- 0. . 0. 1 +0.1 +0.0 �..PI 0. 0 0. 0 0. 0 +0 1 +0.0 +0.0 +0.0 +0.0 .5 + + + + + 0.5 0.1 0.0 0 0 0.0 0.0 0.1 0.1 0.1 0 0.5 0.6 0.8 0.8 0.8 0.8 0. 0.8 0.7 0.9 0.7 3 0.2 0.1 , 0.1 0.0 0.0 0.0 0.0 + + + + + + + + + + + +1 + + T + + + + + 1+0. + + + + 1 0.1 0.2 0.2 0.3 0.3 0.2 1.0 1.1 1.3 1.3 .1 1.2 1.2 1.2 1.2 1.4 1. 0.7 5 0.2� 01 0.0 0.0 0.0 1.. 1.0 U. 1.0 1.1 1.1 9 1.7 1.6 1.6 1.6 1.5 1.6 1. 1.5 1.6 1. 0.9 0 6 0. 0.2 0.1 0.1 0.0 0.0 0.0 46 + 1 +1 . 5 +1 . 5 +1 . 5 +1 . +1 .8 . 9 1 . 7 +1 . 5 +1 . 5 +1 .2 +0 . 9 + . +0 . + : 1 ( . 1 +0.0 +0.0 +0.0 \ W + + W 3.7 1.6 .0 1.2 1.5 1. 2.2 2.3 2 1 1.6 1.3 1. 0.8 5 0.2 0.1 0.1 0.0 0.0 0.0 +3 4 +1 . 8 +1 .2 +1 .3 +1 . 6 . 0 +2 .2 +2 .2 +2 .2 +1 . 8 +1 .5 11.2 +0.9 + +0 .3 0 12 + 1 +0.0 +0.0 +0.0 OF U E 0 1.7 1.3 1.4 1.7 .0 2.2 .2 2.2 1.9 1.5 1.2 0.9 6 0 x.0.1 0.1 0.0 0.0 0.0 �. UT \. + + + +1 + + + + + + 3 •+ + + 0�.1 + 0.1 + 0.0 + 0.0 + 0.0 9 1.2 1.2 1.5 . 2.3 2.3 .1 1.7 1.4 1. 5 0.3 + + +1.7 + + + + + + + + + + .3 1.4 1.5 1 2 1 1.6 1.5 1. 0.3 .2 0 0. 256860630 ;. i RETAIL � 78 78TH ST W + + + + + + �G-(; Y 'W KPONICK 1.5 1.6 1.7 + + + + 1.6 1.7 1.4 .0 5 + 0.4 .2 .1 P 0.1 0 1 .3 11.4 11.5 1 . 3 1 . 4 1 . 5 1 . 4 11.4 11.5 +1 . 3 +0.9 + 6 +0.3 .2u +0•. 1 1 +0.1 +0.0 +0.0 +0.0 oa S '0.9 1.1 1.2 1.2 1.1 1.2 1.2 1.1 1.1 1.2 .1 0.7 4 1+0.3 1 +0.1-,) 0.1 0.0 0.0 +1 +1 + + +1 +1 +1 + •+ + +0 + + + PROPOSED BUILDING X4.6 .1 .1 1.0 1.0 .1 .1 1.0 �.0 .1 .0 0. 4 0.3 .2 .1 0.1 0.0 0.0 20,600 S.F. FFE = 940.1 1 1.9 1.2 1.3 1.3 1.2 1.3 1.3 1.2 1.2 1.3 1. 0. 5 0. ,2 0 .1 0.1 0.0 07 + + + + + + + + + + + + 1+0.3 + + + + 0 1.8 1.4 1.5 1.6 1.5 1.5 1.5 t1.5 1.5 1.6 1.4 .9 2 �/ � 0.1 0.0 0.0 0.0 0 2 1.8 1.5 1.6 1.7 1.6 1.8 1.8 ;1.7 1.6 1.7 1.5 .0 0.4 0. 0.1 0.0 0.0 0.0 +; + + 315 1.8 1.2 1.3 1.5 1.8 2.0 2.2 1.9 1.6 1.4 1. 5 0.3 0.2 0 0.1 0.0 0.0 0.0 ;. -------- - - - - -- N 1 7 1.2 1.4 1.6 +2.4 +2.4 2 1.7 1.4 1.1 5 0.3 012 0.1 0.1 .0 0.0 0.0 MEN I I +0 . 0 +0 . 1 O +0 .3 0 +0 +0.1 +0 . 0 +0 .7 8 +0 .8 _ . 0 +0 . 9 +1 . 1 +1 Lum. Lumens + + + 0.1 0.1 0.0 0.0 + 0.0 +0 . 0 + . 1 + +0 .4 +0 +0.0 +0 .7 +0 . 9 +0 . 8 +0 . 9 +0 . 9 +1 . 0 +1 14873 22500 +0 . 0 O , .2 ; • . 5 +0 GARDCO HPV19- 1- 3 /4XVF- 250PSMH/25' POLE, (3' Tall base) + .9 +0 . +0 . 9 .0 +1 . 1 0.800 8989 22500 0.1 1 s .2 . 0. 0. 8 GARDCO 121- CWL- WT- 50LA -NW (Wall Mtd) 0. 9 0.850 3153 N.A. 1. 5 1 T \ +0 . 1 +0 .+ • 2 +0 + 49.5 + + + OMEGA OM6LED27U- R6LED40KWDCS (Recessed in Canopy) + + 1 1783 N.A. 26.8 16 W2 13.5 17 W2 s +0 0 . 0+ . O 1 +0 . +0 .2 +0 . +0 .3 + + +0 xI f "00000 �� / 256 0031 :V 4 ,, ", / 18930 78TH ST W ,�,,. ♦,,� , �' -' �,. / CRB /rAM I LY LP C d F / STORM WATER PONDING EASEMENT POND ICE / (28/12/2011) _. f + + + + + + + + + + + + ELEV.= 931.7 + + +..�- + + + + + + .! .0 .0 .� 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0. ��, .0 0.0 0.0 0.0 .0 0.00.0 0.0 0.0 # WL--- b .0 : 0 0. 0 0. �'6 :- - --�Q., 0. 0 0. 0 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0 1._ .-� . 1 +0.1 +0.1 0� . 1 0. 0 +0.0 0 .� 0 +0.0 +0.0 +0.0 �33. +0.0 0. 0 +0.0 .0 00 0 0. 0. 0,. _,0 0 +0.1 .1 +0.1 +0.1 +0.1 +0.1 +0.2 +0.2 + 0 . 0. 1 +0.1 +0.1 0. +0.1 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 0 5 =:' :• '0.0 0. 0 0.0 0. 0 0. 0 0. 0 0. 0 0. 1 0. 1 0 .2 0 .2 0 .3 0 .2 0 .2 0 .3 0 .3 0 .3 0 .2 0 .2 0 .2 0. �- 0. . 0. 1 +0.1 +0.0 �..PI 0. 0 0. 0 0. 0 +0 1 +0.0 +0.0 +0.0 +0.0 .5 + + + + + 0.5 0.1 0.0 0 0 0.0 0.0 0.1 0.1 0.1 0 0.5 0.6 0.8 0.8 0.8 0.8 0. 0.8 0.7 0.9 0.7 3 0.2 0.1 , 0.1 0.0 0.0 0.0 0.0 + + + + + + + + + + + +1 + + T + + + + + 1+0. + + + + 1 0.1 0.2 0.2 0.3 0.3 0.2 1.0 1.1 1.3 1.3 .1 1.2 1.2 1.2 1.2 1.4 1. 0.7 5 0.2� 01 0.0 0.0 0.0 1.. 1.0 U. 1.0 1.1 1.1 9 1.7 1.6 1.6 1.6 1.5 1.6 1. 1.5 1.6 1. 0.9 0 6 0. 0.2 0.1 0.1 0.0 0.0 0.0 46 + 1 +1 . 5 +1 . 5 +1 . 5 +1 . +1 .8 . 9 1 . 7 +1 . 5 +1 . 5 +1 .2 +0 . 9 + . +0 . + : 1 ( . 1 +0.0 +0.0 +0.0 \ W + + W 3.7 1.6 .0 1.2 1.5 1. 2.2 2.3 2 1 1.6 1.3 1. 0.8 5 0.2 0.1 0.1 0.0 0.0 0.0 +3 4 +1 . 8 +1 .2 +1 .3 +1 . 6 . 0 +2 .2 +2 .2 +2 .2 +1 . 8 +1 .5 11.2 +0.9 + +0 .3 0 12 + 1 +0.0 +0.0 +0.0 OF U E 0 1.7 1.3 1.4 1.7 .0 2.2 .2 2.2 1.9 1.5 1.2 0.9 6 0 x.0.1 0.1 0.0 0.0 0.0 �. UT \. + + + +1 + + + + + + 3 •+ + + 0�.1 + 0.1 + 0.0 + 0.0 + 0.0 9 1.2 1.2 1.5 . 2.3 2.3 .1 1.7 1.4 1. 5 0.3 + + +1.7 + + + + + + + + + + .3 1.4 1.5 1 2 1 1.6 1.5 1. 0.3 .2 0 0. 256860630 ;. i RETAIL � 78 78TH ST W + + + + + + �G-(; Y 'W KPONICK 1.5 1.6 1.7 + + + + 1.6 1.7 1.4 .0 5 + 0.4 .2 .1 P 0.1 0 1 .3 11.4 11.5 1 . 3 1 . 4 1 . 5 1 . 4 11.4 11.5 +1 . 3 +0.9 + 6 +0.3 .2u +0•. 1 1 +0.1 +0.0 +0.0 +0.0 oa S '0.9 1.1 1.2 1.2 1.1 1.2 1.2 1.1 1.1 1.2 .1 0.7 4 1+0.3 1 +0.1-,) 0.1 0.0 0.0 +1 +1 + + +1 +1 +1 + •+ + +0 + + + PROPOSED BUILDING X4.6 .1 .1 1.0 1.0 .1 .1 1.0 �.0 .1 .0 0. 4 0.3 .2 .1 0.1 0.0 0.0 20,600 S.F. FFE = 940.1 1 1.9 1.2 1.3 1.3 1.2 1.3 1.3 1.2 1.2 1.3 1. 0. 5 0. ,2 0 .1 0.1 0.0 07 + + + + + + + + + + + + 1+0.3 + + + + 0 1.8 1.4 1.5 1.6 1.5 1.5 1.5 t1.5 1.5 1.6 1.4 .9 2 �/ � 0.1 0.0 0.0 0.0 0 2 1.8 1.5 1.6 1.7 1.6 1.8 1.8 ;1.7 1.6 1.7 1.5 .0 0.4 0. 0.1 0.0 0.0 0.0 +; + + 315 1.8 1.2 1.3 1.5 1.8 2.0 2.2 1.9 1.6 1.4 1. 5 0.3 0.2 0 0.1 0.0 0.0 0.0 ;. -------- - - - - -- N 1 7 1.2 1.4 1.6 +2.4 +2.4 2 1.7 1.4 1.1 5 0.3 012 0.1 0.1 .0 0.0 0.0 MEN I I Qty +0.1 + 1 + + �0. 0. 0.0 0.0 N7 --� + 0.0 +0 +0.1 +0 . 0 +0.0 LLF Lum. Lumens + + + 0.1 0.1 0.0 0.0 + 0.0 2 1 u.+ 0.1 +0.1 +0.0 +0.0 +0.0 .4 +0.3 +0.2 +0.1 +0.1 +0.0 +0.0 +0.0 +0.0 j' +0 .4 +0.4 +0.4 +0.4 +0.4 +0.3 +0.2 +0.1 +0 . 0 +0 . p + f0 . 0 +0.0 . 1�4 +U.1 ` +0.1 +0 ; 1 �0 +�� : `'�j~ +0 . 1\x''1 + 1 0 1 + . 2 +0 .2 +0 2 +0 .2 +�...�- ±0 -�N +0 .2 +0 .2 +0 .2 +0 .2 +0 .2 +0 + + ___� + ham•, + T _. - r..•••"-T• + ' -• + + T + + "• + + + + r�N 0. 0 0 . 0 0. 0 0. 0 8. 00 0,. UU - 0. 1 _w- ---- . 1 0. 1 0. 1 0 .� r.�0 �r r ,0 .1 0. 1 0 .-�''' 0. 1 +0.1 +0.1 0. F %Vow .0 +0.0 +0.0 +0.0 0._ .. 0. 0 .Qt 0 `+0!0 +0.1 -0 . 1 0.1 0. Jan 05, 2012 - 9:31am - User:237 L:\ PROJECTS \FEN19169 \dwg \Civil \19169- C7.01- LIGHT.dwg LEGEND PROPERTY LIMIT CURB & GUTTER EASEMENT BUILDING RETAINING WALL WETLAND LIMITS TREELINE SAWCUT LINE SIGN PIPE BOLLARD NUMBER OF PARKING STALLS PER ROW KEY NOTE MAINTAINED LIGHT LEVELS AT 0' HIGH USING FIXTURES ON SCHEDULE LAMPS= PHILIPS MASTERCOLOR- 90CRI, 4200K ( #20583 -1) LED's= 4000 -4500K TYPE W2 HAS INTEGRAL OCCUPANCY SENSOR TO DIM OUTPUT 25' TALL STEEL POLE, 3' TALL CONCRETE BASE PROPOSED • 0 0 EXISTING ALD, Inc. ARCHITECTURAL LIGHTING DESIGNS, INC. 2920 ANTHONY LANE ST. ANTHONY, MN 55418 612 - 252 -4100, 612- 252 -4141 fax CONTACT: SCOTT HARMES FIXTURES MUST BE THE FOLLOWING: Filename: I: \MFRA \2012 \Goodwill Chanhassen \CHAN LTG.AGI Qty Symbol Label Description Date: 1/2/2012 Arrangement LLF Lum. Lumens Lamp Lumens Lum. Watts 2 a0 A GARDCO HPV19- 2- 5XVF- 250PSMH/25' POLE, (3' Tall base) BACK -BACK 0.800 14873 22500 291 2 0 B GARDCO HPV19- 1- 3 /4XVF- 250PSMH/25' POLE, (3' Tall base) SINGLE 0.800 8989 22500 291 11 W W GARDCO 121- CWL- WT- 50LA -NW (Wall Mtd) SINGLE 0.850 3153 N.A. 49.5 5 W W2 GARDCO 121- MRM- WT- 50LA -NW (Wall Mtd w /motion sensor) SINGLE 0.850 3153 N.A. 49.5 2 W Z OMEGA OM6LED27U- R6LED40KWDCS (Recessed in Canopy) SINGLE 0.850 1 1783 N.A. 26.8 Calculation Summary Label CalcType Units Avg Max Min Avg /Min Max /Min ALL AREA Illuminance Fc 0.71 11.3 0.0 N.A. N.A. PARKING AREA ONLY Illuminance I Fc 1 1.43 12.9 1 0.5 1 2.86 15.80 1\0 };i: } } }:: } }:: i V.':ii ?::: i:i:i:i :i:i:i ; :::: .. }. :.... ; ; ...... .. .. ..:::::.:.:.:. . :: tom`• :: •':::: :: ::• : : : : :} � :• :•'• :• :• .. l.Y.. -.1Y ....... .....} .................... . ............... \ ... :....:::... .................. .:: :.: :•:. :.'.'.'.'.'.'.'.'.'.'. ::- '} . TYPES A,B TYPES W,W2 FULL CUTOFF FULL CUTOFF 25' TALL POLE WALL MOUNTED 3' TALL CONCRETE BASE. TYPES W2,W3 HAVE INTEGRAL OCCUPANCY SENSORS TO DIM LED DISCLAIMER OUTPUT. This lighting plan specifies luminaires supplied by ALD. Any deviation from this plan or use of luminaires other than ALD products will require full submittal of fixture sample, drawings, and lighting plan to city, engineer and landscape architect for prior approval. These calculations are NOT valid for owner or city approval using any "non -ALD represented product" or fixtures not shown on this plan. Fixtures must be provided by ALD. Calculations have been performed with our best interpretation of the details given to us. Some differences between measured and calculated results may occur due to intolerances in calculation methods, testing procedures, component performance, measurement techniques and field conditions such as voltage, temperature variations, lamp manufacturer variations, and other variables. Calculations do not take into consideration objects such as, but not limited to, trees, buildings, pavement, sidewalk, or cars. Calculation values represent horizontal (i.e. light meter facing straight up) illuminance FC levels (unless otherwise noted). If the real environment conditions do not match the input data, differences will occur between measured values and calculated values. ALD is not responsible for acquiring or interpreting any local lighting codes. These lighting calculations are not a substitute for independent engineering analysis by a professional engineer. ti k ................ -- ---- - - - - -- - - - -- �� - - - -- - TYPES Z FULL CUTOFF RECESSED DOWNLIGHT MTD IN CANOPY. MOUNT HEIGHT LumNo Label Z 1 A 27 1 A 27 2 A 27 2 A 27 3 B 27 4 B 27 5 W 13.5 6 W 13.5 7 W 13.5 8 W 13.5 9 W 13.5 10 W 13.5 11 W 13.5 12 W 13.5 13 W 13.5 14 W 13.5 15 W 13.5 16 W2 13.5 17 W2 13.5 18 W2 13.5 19 W2 13.5 20 W2 13.5 21 Z 10.5 22 Z 10.5 NORTH 0 30 60 SCALE IN FEET 1�� :: ...� ............. .... ............ .... ........... . . . . . i \:::::. 5 1 \ jgp .:::: 100 00 '101 IN 110 engineering surveying planning energy Client 14800 28th Ave. N, Ste 140 Plymouth, Minnesota 55447 (7631476.6010 telephone (7631476.8532 facsimile www.mfra.com om Am mr "Mrsoff 9 a Project 80 W. 78TH STREET Location CHANHASSENY MINNESOTA a a Certi ica ion hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that i am a duly licensed professional ENGINEER under the laws of the state of Minnesota. Michael C. Brandt Registration No. 42661 Date: XX /XX/2011 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - If applicable, contact us for a wet signed copy of this plan which is available upon request at MFRA, Inc., Plymouth, MN office. Summary Designed: Mcg /s� Drawn: �� Approved: nncs Book /Page: - - / -- PIl2S2: PRELIMINARY Initial Issued: 01 /04 /2012 Revision History No. Date By Submittal /Revision Sheet Title SITE LIGHTING PLAN Sheet No. Revision C7.01 Project No. FEN19169 6" Distance to variable 1/2 r " 3 r Top Bituminous Material . 1/2 "r a 1 w slope if N C° : . ;• • • 3/4 per ft Q w MnDOT B618 ° Concrete Curb and Gutter 8" 18" 6" Distance to variable 1/2 "r 3 "r 1/2 "r Top Bituminous Material ' 'd•' slope • :;•. co 3/4" Per ft N y' MnDOT B a :s '- Concrete Curb and Gutter a. 4 ' • - NOTE: $" 12" For Use Only with Private Driveways, Parking Lots, or Medians. 28 "R 12 99R 16" Top Bituminous Material 68 of R w w '�'. ''.�'' ''M �.' =�' ' ::::':'�`. ";� SURMOUNTABLE w 1 /299 a '.. . '.4 • ' :' r co L_ * N Concrete Curb and Gutter 17 1/2 10 1/2 T_ 28" 4" 8" 1 1 /8 "r Bituminous Bituminous Curb co Surface 6" Shoe Formed w CV Cfff OF TYPICAL CURB AND GUTTER REVISED: 2-08 ENGINEERING DEPARTMENT PLATE NO.: 5203 FILE NAME: G: ENG SPECS 5203 POSSIBLE CURB TO HOLD 00 ADJACENT GROUND 0 ss-111 ,>, se,° �� 0 •Sao 4 �- 0.1 S�oQ� ti PE MPX FS Sao Q��F�� Eo 0.016 F1.10 F� IFS �tii FRONT FACE OF CURB M\N OPTIONAL PARALLEL RAMP Oz �qeo/zT'y (FOR NARROW SIDEWALKS ADJACENT TO CURB) 4/6c � ISOMETRIC VIEW A POSSIBLE CURB TO HOLD r ADJACENT GROUND FRONT FACE OF CURB nnnaaaaa� cscscs��bnnnnaa nnnaaaaa cs cscscs��bnnnnaa aaaaass�+�,pa ccscs��nnnaaaa - aaaaasss+s�+ oa cicscs��nnnaaaa � aaaaa ^aA�po acscs:.:.naaaaaa aaaaawwA o o33aaaooaaaa N aaaaawwA o o33aaaooaaaa RRCLCtCt��A A \14Y4YSS�PPRRCLCL 10' -0" 4' -0" MIN 10' -0" A PARALLEL RAMP 0.05 FT /FT SLOPE PREFERRED PLAN VIEW 0.08 FT /FT SLOPE MAX • POSSIBLE CURB TO HOLD ROUND ALL SLOPED ADJACENT GROUND INTERSECTIONS 10'-0" (6" CURB) 4' -0" MIN I 10'4" (6" CURB) NOTES. No 618" (4" CURB) 618" (4" CURB) ELEVATION 1O. 1/2 INCH PREFORMED JOINT FILLER POSSIBLE CURB TO HOLD MATERIAL, AASHTO M 213. CURB OR SIDEWALK WIDTH ADJACENT GROUND CURB AND GUTTER 22.. THE REASON FOR USING THIS VARIATION ^T --- - - - - -- INSTEAD OF THE OFFICIAL DESIGN SHALL BE DOCUMENTED. IF A LARGE AMOUNT ° OF WATER IS EXPECTED FROM THE MAX CROSS SLOPE ADJACENT PROPERTY, THE DESIGNER CONCRETE WALK OF WALK IS 0.02 FT /FT SHOULD PLAN ACCORDINGLY. 1 PARALLEL RAMP SECTION A -A THESE ARE OPTIONAL PEDESTRIAN SIDEWALK ACCESS DETAILS THAT ARE NOT REQUIRED BY CURRENT ADA REGULATIONS PEDESTRIAN CURB RAMP C -12A 12/11 OPTION NO SCALE innovation beyond design Jan 05, 2012 - 8:31am - User:225 L:\ PROJECTS \FEN19169 \dwg \Civil \19169- C9.01- DETAILS.dwg 3/4" per foot 18" 5' o• 'a MIN. 2.0% GRADE • ...' • . '•' a : * * o• • d 0• • d Aw a o • �•' a o' •.• .. ••. a ............. • • ' '. " .......................... • d . . . . . . . . . . . . . . . . . . . . • •'�' . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • ... ......................... .......................... .......... 6 x 6 to #6 Welded 7 1/2" Concrete pavement 3„ Wire Mesh L 4" Class 5 base incidental to apron SECTION A-A_ No Scale 24' MAX. RESIDENTIAL 26' MAX. INDUSTRIAL /COMMERCIAL A Right -of -Way 6618 Curb &Gutter i OQ�o� Bituminous r � .n B618 Curb & Gutter Contraction Joints � q 001 Max. Spacing in Expansion Joint (typ) Valley Gutter @ 8' ni n K IV V JC:UIC NOTE: 1. Reinforce Valley Gutter and Triangular Sections with 6" x 6" #6 Welded Wire Mesh. 2. Contraction Joints Shall be 1/3 the Depth of Slab. 3. Bituminous Paving Section to the Right -of -Way is the Same as Street Paving Section. �OF CONCRETE DRIVEWAY APRON REVISED: 2-08 PLATE NO.: ENGINEERING DEPARTMENT 5207 FILE NAME: G: ENG SPECS 5207 *REFER TO MN/DOT SPECIFICATIONS LOADING DOCK PAVEMENT STRT -04 11/08 NO SCALE 1.5" -MNDOT 2350 MVWE35035B* Tack Coat - 2357 2.5" -MNDOT 2350 MVNW35035B* 9 t -Class 5 Aggregate Base, 100% Crushed NOTES: 1. THE PAVEMENT SECTIONS SHALL BE CONSTRUCTED IN ACCORDANCE WITH MNDOT "STANDARD SPECIFICATION FOR CONSTRUCTION", AND ALSO THE REQUIREMENTS OF THE OWNER'S SOIL ENGINEER. 2. ALL THICKNESSES, AS SPECIFIED, ARE TO BE CONSIDERED MINIMUM DEPTHS, AFTER COMPACTION. 3. MN /DOT SPEC. 2357 BITUMINOUS TACK COAT SHALL BE PLACED BETWEEN SUCCESSIVE BITUMINOUS LIFTS AND AGAINST ABUTTING CONCRETE CURB EDGES. 4. RECYCLED BITUMINOUS WEAR COURSE MIX WILL NOT BE ALLOWED. 7" CONCRETE, 4000 PSI 28 DAY STRENGTH 12" -Class 5 Aggregate Base, 100% Crushed PAVEMENT SECTIONS 1 innovation beyond design VARIABLE 1' HYDRANT " " VALVE BOX 6 61 VARIES 5-6t (SEE PLANS) 1/4" PER FT. SLOPE TO ROADWAY C NCR ETE SEE NOTES 1 & 3 4" Class 5 Base 2' 3' 2.5' Min. NOTES: 1. TYPICAL 6" THICK CONCRETE SIDEWALK. 2. USE 7 1 2" THICK FOR COMMERICAL DRIVEWAY CROSSING. 3. JOINT S ACING AT 5' INTERVALS. EXPANSION JOINT SPACING AT 100' INTERVALS AND WHEN ABUTTING EXISTING CONCRETE OR STRUCTURE. CITIOF �SEN REVISED: 2 -08 FILE NAME: G: ENG SPECS 5214 CONCRETE SIDEWALK IENGINEERING DEPARTMENT PLATE NO.: 5214 1.0' NOTE: ANY SIGN FREE STANDING IN ASPHALT PARKING LOT PARKING w LO SHALL BE M OU N TED AS VEHICLE ID SHOWN. REQUIRED UP TO $200 FINE FOR VIOLATION LO M STANDARD MNDOT SIGN NO. R7.8A 4" x 4" STEEL x TUBE (SEE SIGN DETAILS THIS w SHEET) Ui • N 6 "0 SCH. 40 STEELw PIPE -FILL WITH ° CONC. PAVING ONE WRAP OF #30 ROOFING FELT 0 .�p=;E-E- 1.5 GRANULAR BASE '.°..Q...�.�.. 4 - .4 CONCRETE LO N O M -02 REV. 10/08 ACCESSIBLE PARKING SIGN ` NO SCALE innovation beyond design FLARE TO MATCH WIDTH OF WALK - 5 min. A� BACK OF CURB 00000000 000000000 00000000 co FRONT FACE OF 6 � 3» � � 6, 3„ cuRe U-� 4'm in. PLAN VIEW OF DIGONAL RAMP CURB &GUTTER 5-4" 4' 0" ............................ 0.08 FT./FT. OR FLATTER O � SECTION A -A 0.08 FT. /FT.SLOPE OF FLARED SIDE, (IF EXISTING CONDITIONS DO NOT PERMIT, MAY I lqF n 1 n FT /FT - n (1R FT /FT -RI OPF 1 50x -6096 OF BASE F_ DIAMETER F" 7 1/5 DOME SECTION 15/8 0-2 3/8" 15/16 "(TYP.) '77 1�5 0 00 Foar CM) r 00 -0 000000 =o 1 5/8" -2 3/8" 0000001-0 00 0 0 cay 15/16 "(TYP•) 5 /8"MIN. 5/8 "MIN. DOME SPACING z o � z J Z a w � o Y m J Qf 3 v 5' 4' 6' 5' 7' 6' 8' 1 7' 9' 8' ELEVATION OF RAMP 10' s' 0 1/2 INCH PREFORMED JOINT FILLER MATERIAL, AASHTO M 213. 2Q WHEN A MEDIAN IS NOT WIDE ENOUGH FOR TWO PEDESTRIAN RAMPS AND A 48" LANDING BETWEEN THEM, THE PEDESTRIAN CROSSING SHALL BE CUT THROUGH THE MEDIAN AT STREET LEVEL. 3Q 6" TO 8" IS THE REQUIRED OFFSET OF THE TRUNCATED DOME AREA FROM THE FRONT FACE OF CURB. Q ADA REQUIRED TRUNCATED DOME AREA SHALL BE 2' 0" MIN. IN DIRECTION OF TRAVEL AND SHALL EXTEND THE FULL WIDTH (4' 0" NP.) OF THE CURB RAMP. THIS 2' 0" BY 4' 0" WIDTH (TYP.) TRUNCATED DOME AREA SHALL CONTRAST VISUALLY WITH THE ADJACENT WALKING SURFACE. THE ENTIRE TRUNCATED DOME AREA SHALL BE A LIGHT COLOR (GRAY) WHEN THE ADJACENT SIDEWALK IS A DARK COLOR. THE ENTIRE TRUNCATED DOME AREA SHALL BE A DARK COLOR (GRAY) WHEN THE ADJACENT SIDEWALK IS A "WHITE" OR LIGHT GRAY CEMENT COLOR. Q SURFACE APPLIED TRUNCATED DOMES OR STAMPED CONCRETE WILL NOT BE ALLOWED. 6Q TRUNCATED DOME AREA SHALL MEET THE CURRENT MNDOT STANDARDS FOR DETECTABLE WARNING SYSTEMS. CITIOF PEDESTRIAN CURB RAMP REVISED: 2-08 PLATE NO.: ENGINEERING DEPARTMENT 5215 FILE NAME: G: ENG SPECS 5215 C -07 12/11 NO SCALE CURB CUT WITH RIPRAP :: :•ti' •. rA innovation beyond design 1�� : � .. \ nmw :::: o2o o0` ' \ engineering surveying planning energy 14800 28th Ave. N, Ste 140 Plymouth, Minnesota 55447 (7631476.6010 telephone (7631476.8532 facsimile www.mfra.com Client mr CONSTRUCTION Project 80 W. 78TH STREET Location CHANHASSEN, MINNESOTA Cert*ifica ion hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that i am a duly licensed professional ENGINEER under the laws of the state of Minnesota. Michael C. Brandt Registration No. 42661 Date: XX /XX/2011 If applicable, contact us for a wet signed copy of this plan which is available upon request at MFRA, Inc., Plymouth, MN office. mary Designed: MCB /SG Drawn: DJD Approved: MCB Book / Page: - - / -- Phase: PRELIMINARY Initial Issued: 01/04/2012 Revision H istor No. Date By Submittal / Revision Sheet Title DETAILS Sheet No. Revision C9.01 Project No. FEN19169 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 0 equal to or larger than *5 °. 3. Dimension A1,A2,A3 should be as large as possible without interfering with MJ bolts. 4. $ = 450 Minimum. 5. Place polyethylene between concrete & pipe. 6. All bends & fittings shall be restrained with Megalugs thrust restraints or equal $ — See no PLAN 900 BENDS Variable 3' Min. --„ CONCRETE SHALL BE .. N CONTACT WITH WON •o•• THIS QUADRANT 0 1•C �� OF PIPE .• • ••• BEDDING MATERIAL UNDISTURBED EARTH CONCRETE SECTION A— A C1TY OF C�f�I�SSEH REVISED: 2 -08 FILE NAME: G: ENG SPECS 1002 U a L C - C% 1 A PLAN 450 BENDS $ — See PLAN 22 1/20 BENDS CONCRETE THRUST BLOCKING T ENGINEERING DEPARTMENT 1002 AA - ..nhOle as and Adjusting ig (See Plate 2110) SECTION VIEW 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'. vide I &I Barrier on all sanitary ter manhole (see plate 2109) nhole steps, Neenah R1981 J Aluminum, 16" on center. ;ps Shall be on Downstream le Unless Pipe Diameter is or Larger joints in manhole to have "O "ring )ber gaskets. Infi— shield external 31s as required by the Engineer. Maximum of 2 Short Manhole ;ers to be Used Directly ow Cone Section ie shall be cut out flush h inside face of wall. r —n —seal required. Precast Inverts Must be 1/2 of Pipe Diameter and Benches Sloped 2" Toward the Invert NOTE: 1. Kor —n —seal manhole or equal considered acceptable alternate. 2. All dog houses shall be grouted on inside and outside. 3. When the manhole or catch basin structure is constructed outside the traveled roadway a witness post and sign (MH) shall be installed next to the manhole. Cfff OF CB�N�SS�1 REVISED: 2 -08 FILE NAME: G: ENG SPECS 2101 STANDARD MANHOLE ENGINEERING DEPARTMENT Jan 05, 2012 - 8:31am - User:225 L:\ PROJECTS \FEN19169 \dwg \Civil \19169- C9.01- DETAILS.dwg 2101 DROP LID WATER Tyler Mueller Bibby — Ste —Croix Sigma 7.5' Minimum cover required No. 6860 No. H -10361 over top of water main. No. B -5160 PROVIDE VALVE STEM RISERS No. VB260OW TO WITHIN 6" OF THE SURFACE IF THE DISTANCE FROM THE TOP NUT OF THE VALVE TO THE SURFACE IS GREATER THAN 89 . Grade TOP Tyler No. 6860 26" Mueller N o. H-10361 26" Bibby— Ste —Croix No. VB502 27" Sigma No. VB63OG EXTENSION Tyl er No. 58 14" No. 59 18" No. 60 24" Mueller No. 58 14" No. 59 20" Bibby— Ste —Croix VB 520 No. 57 9" VB 521 No. 58 14" VB 522 No. 59 20" VB523 No. 60 26" Sigma No. VB630 BOTTOM Tyler No. 6860 65" Mueller No. H -10361 65" Bibby— Ste —Croix No. VB516 60" Sigma No. VB6302 60" Valve and Box to be plastic wrapped per BASE section 2.03a C1TY OF �1 REVISED: 2 -08 FILE NAME: G:\ENG\SPECS\1006 Adjust top to 3/4" below grade. Box to be set to provide 12" of adjustment. Sigma No.VB630 Tyler No. 6860 Mueller No. H -10357 Bibby— Ste —Croix B -5001 Gate valve box, screw type, 3 piece, �5 1/4" shaft, size G box, 7'-6 extended, #6 round base GATE VALVE ADAPTER: 1/4 of STEEL WITH PROTECTIVE COATING, 1/2" RUBBER GASKET INSTALLED BETWEEN THE GATE VALVE AND GATE VALVE ADAPTER. Mueller or American Flow Control Resiliant Wedge Valve Conforming to AWWA C- 515 -80 standards with all stainless steel nuts & bolts. 18 "X18 "X8" concrete block GATE VALVE AND BOX INSTALLATION T ENGINEERING DEPARTMENT 3' — 0" NOTE: 1— V Grate Shown 2— VB Grate Shown shall be used at all low points. Face of Curb uuuuuuuuu Direction of Flow am- Catchbasin casting and grate Neenah R3067 —V or equal 3" radius curb box. Precast concrete or HDPE adjusting rings. Minimum of 2 -2 ", maximum of 5 -2" concrete ad jusment 24" x 36" rings allowed with 1/4" Precast to 1/2" bed of mortar between each and a 6" thick concrete collar on the outside. Doghouses shall be grouted on both the SECTI ON_ inside and outside. 1006 0 I N L0 Grate to be 2" below gutter grade. 5' transition each side of catchbasin. Top of Curb Varies 61/2 to Varies 5 to 3$ minimum 3" Grout 6" NOTES: 1. Steps shall be provided in all catch basin /manholes and storm sewer manholes. 2. Casting to be totally encased in concrete curb section. 3. No block structures are allowed. 4. No wood shims are permitted in the adjusting rings. CITIOF C�fAH�SSEN REVISED: 2 -08 FILE NAME: G: ENG SPECS 3101 CATCH BASIN 2' X 3' RECTANGULAR_ PLATE NO.: ENGINEERING DEPARTMENT 3101 CONCRETE BLOCK (TYl N ote: Conductivity straps to be placed around megalug bolts and welded to water main. HYDRANT LEADS NOTES: 1. MEGALUGS TO BE USED AT ALL MECHANICAL JOINTS. 2. PLACE CONCRETE BLOCK UNDER ALL GATE VALVES AND HYDRANTS. 3. THRUST BLOCKING AT ALL TEES, BENDS, AND AT CERTAIN HYDRANTS. 4. ALL FITTINGS, NUTS, AND BOLTS SHALL BE SPRAYED USING A BITUMINOUS COAL TAR COAT SUPPLIED BY THE MANUFACTURER. SLEEVES 5• Blocking against undisturbed soils. �OF TYPICAL M EGALU G LOCATION REVISED: 2 -08 PLATE NO.: 1009 ENGINEERING DEPARTMENT FILE NAME: G:\ENG\SPECS\1009 ................ .... :� \ nmw "FAFF RN engineering surveying planning energy 14800 28th Ave. N, Ste 140 Plymouth, Minnesota 55447 (763) 476.6010 telephone (7631476.8532 facsimile www.mfra.com Client CONSTRUCTION Project 80 W. 78TH STREET Location CHANHASSEN, MINNESOTA Cert*ifica ion hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that i am a duly licensed professional ENGINEER under the laws of the state of Minnesota. Michael C. Brandt Registration No. 42661 Date: XX /XX/2011 If applicable, contact us for a wet signed copy of this plan which is available upon request at MFRA, Inc., Plymouth, MN office. Summary Designed: MCB /sG Drawn: DJD Approved: MCB Book / Page: - - / -- Phase: PRELIMINARY Initial Issued: 01/04/2012 . . Revision H istor No. Date By Submittal / Revision Sheet Title DETAILS Sheet No. Revision C9.02 Project No. FEN19169 BUTTRESS DIMENSIONS PIPE SIZE 22 1/20 BEND 450 BEND 900 BEND /TEE B1 D1 B2 D2 B3 D3 6" 1' -5" 1' -5" 1' -5" 1' -5" 2'-199 1' -6" 8" 1' -5" 1' -5" 2' -1" 1' -6" 2' -8" 2' -0" 12" 1' -10" 1' -10" 3' -4" 2' -0" 4' -9" 2' -6" 16" 3' -0" 2' -0" 3' -10" 3' -0" 6' -2" 3' -6" 20" 3' -6" 2' -8" 5' -6' 3' -4" 8' -4" 4' -0" 24" 4' -4" 3' -0" 6' -10" 3' -10' 9' -8" 5' -0" 30" — — 9' -3" 6' -0" 17' -0' 6' -0" PLAN 900 BENDS Variable 3' Min. --„ CONCRETE SHALL BE .. N CONTACT WITH WON •o•• THIS QUADRANT 0 1•C �� OF PIPE .• • ••• BEDDING MATERIAL UNDISTURBED EARTH CONCRETE SECTION A— A C1TY OF C�f�I�SSEH REVISED: 2 -08 FILE NAME: G: ENG SPECS 1002 U a L C - C% 1 A PLAN 450 BENDS $ — See PLAN 22 1/20 BENDS CONCRETE THRUST BLOCKING T ENGINEERING DEPARTMENT 1002 AA - ..nhOle as and Adjusting ig (See Plate 2110) SECTION VIEW 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'. vide I &I Barrier on all sanitary ter manhole (see plate 2109) nhole steps, Neenah R1981 J Aluminum, 16" on center. ;ps Shall be on Downstream le Unless Pipe Diameter is or Larger joints in manhole to have "O "ring )ber gaskets. Infi— shield external 31s as required by the Engineer. Maximum of 2 Short Manhole ;ers to be Used Directly ow Cone Section ie shall be cut out flush h inside face of wall. r —n —seal required. Precast Inverts Must be 1/2 of Pipe Diameter and Benches Sloped 2" Toward the Invert NOTE: 1. Kor —n —seal manhole or equal considered acceptable alternate. 2. All dog houses shall be grouted on inside and outside. 3. When the manhole or catch basin structure is constructed outside the traveled roadway a witness post and sign (MH) shall be installed next to the manhole. Cfff OF CB�N�SS�1 REVISED: 2 -08 FILE NAME: G: ENG SPECS 2101 STANDARD MANHOLE ENGINEERING DEPARTMENT Jan 05, 2012 - 8:31am - User:225 L:\ PROJECTS \FEN19169 \dwg \Civil \19169- C9.01- DETAILS.dwg 2101 DROP LID WATER Tyler Mueller Bibby — Ste —Croix Sigma 7.5' Minimum cover required No. 6860 No. H -10361 over top of water main. No. B -5160 PROVIDE VALVE STEM RISERS No. VB260OW TO WITHIN 6" OF THE SURFACE IF THE DISTANCE FROM THE TOP NUT OF THE VALVE TO THE SURFACE IS GREATER THAN 89 . Grade TOP Tyler No. 6860 26" Mueller N o. H-10361 26" Bibby— Ste —Croix No. VB502 27" Sigma No. VB63OG EXTENSION Tyl er No. 58 14" No. 59 18" No. 60 24" Mueller No. 58 14" No. 59 20" Bibby— Ste —Croix VB 520 No. 57 9" VB 521 No. 58 14" VB 522 No. 59 20" VB523 No. 60 26" Sigma No. VB630 BOTTOM Tyler No. 6860 65" Mueller No. H -10361 65" Bibby— Ste —Croix No. VB516 60" Sigma No. VB6302 60" Valve and Box to be plastic wrapped per BASE section 2.03a C1TY OF �1 REVISED: 2 -08 FILE NAME: G:\ENG\SPECS\1006 Adjust top to 3/4" below grade. Box to be set to provide 12" of adjustment. Sigma No.VB630 Tyler No. 6860 Mueller No. H -10357 Bibby— Ste —Croix B -5001 Gate valve box, screw type, 3 piece, �5 1/4" shaft, size G box, 7'-6 extended, #6 round base GATE VALVE ADAPTER: 1/4 of STEEL WITH PROTECTIVE COATING, 1/2" RUBBER GASKET INSTALLED BETWEEN THE GATE VALVE AND GATE VALVE ADAPTER. Mueller or American Flow Control Resiliant Wedge Valve Conforming to AWWA C- 515 -80 standards with all stainless steel nuts & bolts. 18 "X18 "X8" concrete block GATE VALVE AND BOX INSTALLATION T ENGINEERING DEPARTMENT 3' — 0" NOTE: 1— V Grate Shown 2— VB Grate Shown shall be used at all low points. Face of Curb uuuuuuuuu Direction of Flow am- Catchbasin casting and grate Neenah R3067 —V or equal 3" radius curb box. Precast concrete or HDPE adjusting rings. Minimum of 2 -2 ", maximum of 5 -2" concrete ad jusment 24" x 36" rings allowed with 1/4" Precast to 1/2" bed of mortar between each and a 6" thick concrete collar on the outside. Doghouses shall be grouted on both the SECTI ON_ inside and outside. 1006 0 I N L0 Grate to be 2" below gutter grade. 5' transition each side of catchbasin. Top of Curb Varies 61/2 to Varies 5 to 3$ minimum 3" Grout 6" NOTES: 1. Steps shall be provided in all catch basin /manholes and storm sewer manholes. 2. Casting to be totally encased in concrete curb section. 3. No block structures are allowed. 4. No wood shims are permitted in the adjusting rings. CITIOF C�fAH�SSEN REVISED: 2 -08 FILE NAME: G: ENG SPECS 3101 CATCH BASIN 2' X 3' RECTANGULAR_ PLATE NO.: ENGINEERING DEPARTMENT 3101 CONCRETE BLOCK (TYl N ote: Conductivity straps to be placed around megalug bolts and welded to water main. HYDRANT LEADS NOTES: 1. MEGALUGS TO BE USED AT ALL MECHANICAL JOINTS. 2. PLACE CONCRETE BLOCK UNDER ALL GATE VALVES AND HYDRANTS. 3. THRUST BLOCKING AT ALL TEES, BENDS, AND AT CERTAIN HYDRANTS. 4. ALL FITTINGS, NUTS, AND BOLTS SHALL BE SPRAYED USING A BITUMINOUS COAL TAR COAT SUPPLIED BY THE MANUFACTURER. SLEEVES 5• Blocking against undisturbed soils. �OF TYPICAL M EGALU G LOCATION REVISED: 2 -08 PLATE NO.: 1009 ENGINEERING DEPARTMENT FILE NAME: G:\ENG\SPECS\1009 ................ .... :� \ nmw "FAFF RN engineering surveying planning energy 14800 28th Ave. N, Ste 140 Plymouth, Minnesota 55447 (763) 476.6010 telephone (7631476.8532 facsimile www.mfra.com Client CONSTRUCTION Project 80 W. 78TH STREET Location CHANHASSEN, MINNESOTA Cert*ifica ion hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that i am a duly licensed professional ENGINEER under the laws of the state of Minnesota. Michael C. Brandt Registration No. 42661 Date: XX /XX/2011 If applicable, contact us for a wet signed copy of this plan which is available upon request at MFRA, Inc., Plymouth, MN office. Summary Designed: MCB /sG Drawn: DJD Approved: MCB Book / Page: - - / -- Phase: PRELIMINARY Initial Issued: 01/04/2012 . . Revision H istor No. Date By Submittal / Revision Sheet Title DETAILS Sheet No. Revision C9.02 Project No. FEN19169 io 000000 .................. / 000l 00000� / • �. �� `��- � EXISTING POND N WL= 931.5 / HWL =933.7 PER CITY AS- BUILT) z \\ \ / : \ STORM WATER PONDING EASEMENT NT.__ �: LIC., •Ufil�� :T'� : : : ::EASE,�I�,. ��, �.- - - �•- FILTRATION B ,•.. IUL L�jx: I- - - - --- - - - - !, - - - - - - - . . . . . . . . . . . . . - - - - - - - - - - - .......... - - - - - - - - - -- I+ . . . . . . . . . . - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I--------------------- . . . . . . . . . . . .............. ,00_� ........... .......... ....... 0 - - - - - - - 00000 1r) 0:� % U_ LL I0 ................. ................ -------- ... ......... ---------- ......... `i . ry 1 , --- •••••••. -•• � •- --�- iii � � ', \' � � � ,; - - _ _.-- •____ -.. -•• �'�'� `� �� is �� . -.- `� �� . 4 . \ 1 1 ' WAREHOUSE RETAIL , EXISTING POND � � _ :, �'� F� .� � �� NWL =932.7 HWL =939.1 � � � � � � PROPOSED BUILDING PER CITY AS- BUILT) � � � � .�:�: 20,600 S. F. F F E = 940.1 \ ` y o OFFICE o ,l .; t .. ..tit; - -..__. ;_.•- .__<,--- . ; -� ----••- ,1 :.t_:.• _ - -____ ___ -.�: .; _tip,. _. -. -•_. - -••- - ,: � - SITE LANDSCAPE PLAN Jan 05, 2012 - 8:31am - User:225 L:\ PROJECTS \FEN19169 \dwg \Civil \19169- L1.01- LAND.dwg V_ ........ �- o ../_00000, -i" , i i \ , i 1 ` , w , i i i t NORTH 0 30 60 SCALE IN FEET PLANT LEGEND KEY BOTANICAL NAME COMMON NAME SIZE ROOT QTY. REMARKS KEY BOTANICAL NAME COMMON NAME SIZE ROOT I QTY. REMARKS CANOPY TREES EVERGREEN AND DECIDUOUS SHRUBS r alnifolia' regent' REGENT SERVICEBERRY 16 Celtis occidentalis HACKBERRY 8 ® Amelanchie Diervilla lonicera DWARF BUSH HONEYSUCKLE - FULL FORM Ribes alpinum ALPINE CURRANT - • Quercus bicolor SWAMP WHITE OAK 2.511 BB 12 NO "V" CROTCH Rhus aromatica'Gro -Low' GRO -LOW FRAGRANT SUMAC #5 CONT. 10 FULL FORM TO 0- Juniperus chinensis'Maneyi' MANEY JUNIPER 11 GRADE Tilia americana AMERICAN LINDEN 4 Juniperus chinensis 'Sea Green' SEA GREEN JUNIPER 24 EVERGREEN TREES NOTES: 1. SHREDDED BARK MULCH TYPICAL IN ALL SHRUB AND GROUND COVER AREAS. EDGER TYPICAL WHERE PLANTING Picea glauca WHITE SPRUCE 2 FULL FORM TO 6' BEDS INTERFACE WITH LAWN. BB GRADE Piceaabies NORWAY SPRUCE HT. 3 2. PLANTING BED METAL EDGER CLO -MET OR APPROVED EQUAL. FOLLOW OUTLINE OF MATURE PLANT SIZE OR BED LINE AS SHOWN ON PLAN. EASE TRANSITION BETWEEN CURVES. LANDSCAPE ARCHITECT TO APPROVE FINAL BED ORNAMENTAL TREES LAYOUT. Amelanchier x grandiflora 'Autumn Brilliance' Autumn Brilliance Serviceberry 7' 9 Clump Form 3. ALL PLANTED, SEEDED AND SODDED AREAS TO BE IRRIGATED. ° Malusx'Spring Snow" SPRING SNOW CRAB 1.5" BB 10 FULL FORM 4. SEE PROJECT NARRATIVE FOR CITY REQUIREMENTS FOR TREE AND SHRUB PLANTINGS. NO ,,V,, CROTCH ° Betula niagra RIVER BIRCH 7' 18 Clump Form PLANTING NOTES 1. ALL PLANTS MUST BE HEALTHY, VIGOROUS MATERIAL, FREE OF PESTS AND DISEASE AND BE CONTAINER GROWN OR 18. PLANTING SOIL FOR TREES, SHRUBS AND GROUND COVERS: FERTILE FRIABLE LOAM CONTAINING A LIBERAL AMOUNT BACKFILL SOIL. BALLED AND BURLAPPED AS INDICATED IN THE LANDSCAPE LEGEND. BWSR W3 OF HUMUS AND CAPABLE OF SUSTAINING VIGOROUS PLANT GROWTH. IT SHALL COMPLY WITH MN /DOT SPECIFICATION SOD HIGHLAND SOD D D 3877 TYPE B SELECT TOPSOIL. MIXTURE SHALL BE FREE FROM HARDPACK SUBSOIL, STONES, CHEMICALS, NOXIOUS 2. ALL TREES MUST BE STRAIGHT TRUNKED AND FULL HEADED AND MEET ALL REQUIREMENTS SPECIFIED. IN A PLUMB POSITION FOR THE WEEDS, ETC. SOIL MIXTURE SHALL HAVE A PH BETWEEN 6.1 AND 7.5 AND 10 -0 -10 FERTILIZER AT THE RATE OF 3 OF INSTALLATION. DURATION OF THE GUARANTEE PERIOD TWIGS. DO NOT CUT A POUNDS PER CUBIC YARD. IN PLANTING BEDS INCORPORATE THIS MIXTURE THROUGHOUT THE ENTIRE BED BY 3. THE LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT ANY PLANTS WHICH ARE DEEMED UNSATISFACTORY SUFFICIENT TO ROTOTILLING IT INTO THE TOP 12" OF SOIL. CUTS. BEFORE, DURING, OR AFTER INSTALLATION. OR POLYETHYLENE (40 MIL) 1 -1/2" 3. SET PLANT ON UNDISTURBED NATIVE SOIL ROOT BALL AND PLANTING HOLE. WIDE STRAP (TYP) DOUBLE STRAND 19. ALL PLANTS SHALL BE GUARANTEED FOR TWO COMPLETE GROWING SEASON (APRIL 1 - NOVEMBER 1), UNLESS 4. NO SUBSTITUTIONS OF PLANT MATERIAL SHALL BE ACCEPTED UNLESS APPROVED IN WRITING BY THE LANDSCAPE HOURS OF THE SECOND OTHERWISE SPECIFIED. THE GUARANTEE SHALL COVER THE FULL COST OF REPLACEMENT INCLUDING LABOR AND INSTALL PLANT SO THE ARCHITECT. (SEE STAKING DIAGRAM) PLANTS. 5. ALL PLANTING STOCK SHALL CONFORM TO THE "AMERICAN STANDARD FOR NURSERY STOCK," ANSI -Z60, LATEST 20. CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT AT LEAST 3 DAYS PRIOR TO PLANNED DELIVERY. THE EDITION, OF THE AMERICAN ASSOCIATION OF NURSERYMEN, INC. AND SHALL CONSTITUTE MINIMUM QUALITY CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT AT LEAST 24 HOURS IN ADVANCE OF BEGINNING PLANT REQUIREMENTS FOR PLANT MATERIALS. INSTALLATION. 6. EXISTING TREES AND SHRUBS TO REMAIN SHALL BE PROTECTED TO THE DRIP LINE FROM ALL CONSTRUCTION 21. SEASONS /TIME OF PLANTING AND SEEDING: NOTE: THE CONTRACTOR MAY ELECT TO PLANT IN OFF - SEASONS 12 ° TO INSURE UNIFORM ORIENTATION OF GUY TRAFFIC, STORAGE OF MATERIALS ETC. WITH 4' HT. ORANGE PLASTIC SAFETY FENCING ADEQUATELY SUPPORTED BY ENTIRELY AT HIS /HER RISK. DECIDUOUS 12 LINES AND STAKES STEEL FENCE POSTS 6' O.C. MAXIMUM SPACING. POTTED PLANTS:APRIL 1 -JUNE 1; AUG. 21 -NOV. 1 DECIDUOUS B &B: APRIL 1 -JUNE 1; AUG. 21 -NOV. 1 7. ALL PLANT MATERIAL QUANTITIES, SHAPES OF BEDS AND LOCATIONS SHOWN ARE APPROXIMATE. CONTRACTOR EVERGREEN POTTED PLANTS: APRIL 1 -JUNE 1; AUG. 21 -OCT. 1 SHALL BE RESPONSIBLE FOR COMPLETE COVERAGE OF ALL PLANTING BEDS AT SPACING SHOWN AND ADJUSTED TO Z EVERGREEN B &B: APRIL 1 -MAY 15; AUG. 21 -SEPT. 15 CONFORM TO THE EXACT CONDITIONS OF THE SITE. THE LANDSCAPE ARCHITECT SHALL APPROVE THE STAKING STAKING DIAGRAM TURF /LAWN SEEDING: APRIL 1 -JUNE 1; JULY 20 -SEPT. 20 LOCATION OF ALL PLANT MATERIALS PRIOR TO INSTALLATION. NATIVE MIX SEEDING: APRIL 15 -JULY 20; SEPT. 20 -OCT. 20 8. ALL TREES MUST BE PLANTED, MULCHED, AND STAKED AS SHOWN IN THE DETAILS. 22. MAINTENANCE SHALL BEGIN IMMEDIATELY AFTER EACH PORTION OF THE WORK IS IN PLACE. PLANT MATERIAL SHALL FLAGGING- ONE PER WIRE OR THE TOP TWO BE PROTECTED AND MAINTAINED UNTIL THE INSTALLATION OF THE PLANTS IS COMPLETE, INSPECTION HAS BEEN 9. ALL PLANTING AREAS MUST BE COMPLETELY MULCHED AS SPECIFIED. MADE AND PLANTINGS ARE ACCEPTED EXCLUSIVE OF THE GUARANTEE. MAINTENANCE SHALL INCLUDE WATERING CULTIVATING MULCHING REMOVAL OF DEAD MATERIALS RE- SETTING PLANTS TO PROPER GRADE AND KEEPING 10. MULCH: SHREDDED HARDWOOD MULCH CLEAN AND FREE OF NOXIOUS WEEDS OR OTHER DELETERIOUS MATERIAL IN PLANTS IN A PLUMB POSITION. AFTER ACCEPTANCE THE OWNER SHALL ASSUME MAINTENANCE RESPONSIBILITIES. ALL MASS PLANTING BEDS AND FOR TREES UNLESS INDICATED AS ROCK MULCH ON DRAWINGS. SUBMIT SAMPLE TO HOWEVER, THE CONTRACTOR SHALL CONTINUE TO BE RESPONSIBLE FOR KEEPING THE TREES PLUMB THOUGHOUT `" LANDSCAPE ARCHITECT PRIOR TO DELIVERY ON -SITE FOR APPROVAL. DELIVER MULCH ON DAY OF INSTALLATION. THE GUARANTEE PERIOD. GRADE USE 4" FOR TREES, SHRUB BEDS, AND 3" FOR PERENNIAL /GROUND COVER BEDS, UNLESS OTHERWISE DIRECTED. ��:�� 23. ANY PLANT MATERIAL WHICH DIES, TURNS BROWN, OR DEFOLIATES (PRIOR TO TOTAL ACCEPTANCE OF THE WORK) 11. THE PLAN TAKES PRECEDENCE OVER THE LANDSCAPE LEGEND IF DISCREPANCIES EXIST. THE SPECIFICATIONS TAKE SHALL BE PROMPTLY REMOVED FROM THE SITE AND REPLACED WITH MATERIAL OF THE SAME SPECIES QUANTITY, 1 MINIMUM 1/2 WIDTH OF ROOT BALL PRECEDENCE OVER THE PLANTING NOTES AND GENERAL NOTES. L AND SIZE AND MEETING ALL LANDSCAPE LEGEND SPECIFICATIONS. 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MULCHES AND PLANTING SOIL QUANTITIES TO COMPLETE THE 24. WATERING: MAINTAIN A WATERING SCHEDULE WHICH WILL THOROUGHLY WATER ALL PLANTS ONCE A WEEK. IN � WORK SHOWN ON THE PLAN. VERIFY ALL QUANTITIES SHOWN ON THE LANDSCAPE LEGEND. EXTREMELY HOT, DRY WEATHER, WATER MORE OFTEN AS REQUIRED BY INDICATIONS OF HEAT STRESS SUCH AS r l PLANTING SOIL MIXTURE SEE SPEC. WILTING LEAVES. CHECK MOISTURE UNDER MULCH PRIOR TO WATERING TO DETERMINE NEED. CONTRACTOR SHALL 13. LONG -TERM STORAGE OF MATERIALS OR SUPPLIES ON -SITE WILL NOT BE ALLOWED. UNDISTURBED OR STABILIZED SUBSOILS MAKE THE NECESSARY ARRANGEMENTS FOR WATER. 14. THE CONTRACTOR SHALL KEEP PAVEMENTS, PLANTERS AND BUILDINGS CLEAN AND UNSTAINED. ALL PEDESTRIAN 25. CONTRACTOR SHALL REQUEST IN WRITING, A FINAL ACCEPTANCE INSPECTION. AND VEHICLE ACCESS TO BE MAINTANED THROUGHOUT CONSTRUCTION PERIOD. ALL WASTES SHALL BE PROMPTLY REMOVED FROM THE SITE. ANY PLANT STOCK NOT PLANTED ON DAY OF DELIVERY SHALL BE HEELED IN AND 26. ALL DISTURBED AREAS TO BE SEEDED, SODDED OR NATIVE SEEDED SHALL RECEIVE A MINIMUM OF 8" TOP SOIL. WATERED UNTIL INSTALLATION. PLANTS NOT MAINTAINED IN THIS MANNER WILL BE REJECTED. ANY DAMAGE TO EXISTING FACILITIES SHALL BE REPAVED AT THE CONTRACTOR'S EXPENSE. 27. STEEL LANDSCAPE EDGING: SHALL BE COLMET. EDGING SHALL BE MODEL #1007 (10'0GAx16 "). COLOR SHALL BE BLACK. 15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL APPLICABLE CODES, REGULATIONS, AND 28. SODDED AREAS: SOD IS TO BE MINERAL SOD, PRIMARILY KENTUCKY BLUEGRASS, FREE OF LAWN GRASS WEEDS. PERMITS GOVERNING THE WORK. MATCH INTO EXISTING, AS APPLICABLE. ANCHOR SOD ON SLOPED OR POTENTIAL EROSION AREAS, OR AS REQUIRED. SOD GROWN IN PEAT SOILS WILL BE REJECTED. 16. LOCATE AND VERIFY ALL UTILITIES, INCLUDING IRRIGATION LINES, WITH THE OWNER FOR PROPRIETARY UTILITIES AND GOPHER STATE ONE CALL AT 454 -0002 (TWIN CITIES METRO AREA) OR 800 - 252 -1166 (GREATER MINNESOTA) 48 HOURS 26. WET SEED MIX/ BUFFER: SEED AS INDICATED ON PLAN. SEED MATERIAL AND INSTALLATION SHALL BE PER MN /DOT BEFORE DIGGING. CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION AND REPAIR OF ANY DAMAGES TO 2007 SEEDING MANUAL. PROVIDE EROSION CONTROL DEVICES AS NECESSARY UNTIL SEED IS ESTABLISHED AS SAME. NOTIFY THE LANDSCAPE ARCHITECT OF ANY CONFLICTS TO FACILITATE PLANT RELOCATION. DETERMINED BY LANDSCAPE ARCHITECT/ OWNER'S REPRESENTITIVE. 17. USE ANTI - DESICCANT (WILTPRUF OR APPROVED EQUAL) ON DECIDUOUS PLANTS MOVED IN LEAF AND FOR 27. ENTIRE SITE SHALL HAVE AN IRRIGATION SYSTEM. SYSTEM SHALL BE TWO WIRE WITH EXPANSION CAPABILITIES TO EVERGREENS MOVED ANYTIME. APPLY AS PER MANUFACTURER'S INSTRUCTION. ALL EVERGREENS SHALL BE ACCOMMODATE FUTURE WORK. IRRIGATE ALL SOD WITH EITHER SPRAYS OR ROTORS AT A MINIMUM DESIGN OF 1" PER SPRAYED IN THE LATE FALL FOR WINTER PROTECTION DURING WARRANTY PERIOD. WEEK. IRRIGATE ALL PLANTING BEDS WITH SHRUB SPRAY, DRIP STYLE, ROOT BUBBLERS SYSTEM AT .25" PER WEEK. ALL PRODUCTS SHALL BE SUPPLIED BY RAINBIRD AND /OR HUNTER. 28. SEE DEMOLITION PLAN FOR EXISTING TREE REMOVALS. SEED MIX LEGEND SYM. TYPE SEED MIX BACKFILL SOIL. WET SEED MIX /BUFFER BWSR W3 ± SOD HIGHLAND SOD D D ROCK MULCH. 6 " -8" WASHED RIVER ROCK, 6" MINIMUM DEPTH. 1. SCARIFY BOTTOM AND SIDES OF HOLE PRIOR TO PLANTING 2. TRIM OUT DEAD WOOD AND WEAN DEFORMED TWIGS. DO NOT CUT A L DO NOT PAINT CUTS. SEE SPECS R PRUNING OF ALL OAKS. 3. SET PLANT ON UNDISTURBED NA SOIL OR THOROUGHLY COMPACTED BACKFILL SOIL. INSTALL PLANT SO THE ROOT FLARE IS AT OR UP TO ABOVE THE FINISHED GRADE. 4. PLACE PLANT IN PLANTING HOLE WITH BURLAP AND WIRE BASKET, (IF USED), INTACT. BACKFILL WITHII APPROXIMATELY 12" OF THE TOP 0 ROOTBALL, WATER PLANT. REMOVE TOP 1/3 OF THE BASKET OR THE • TWO HORIZONTAL RINGS, WHICHEVEF GREATER. REMOVE ALL BURLAP AN NAILS FROM TOP 1/3 OF THE BALL REMOVE ALL TWINE. 5. PLUMB AND BACKFILL WITH BACl SOIL. 6. WATER TO SETTLE PLANTS AND F VOIDS. 7. WATER WITHIN TWO HOURS OF INSTALLATION. WATERING MUST BE SUFFICIENT TO THOROUGHLY SATUR/ ROOT BALL AND PLANTING HOLE. 8. PLACE MULCH WITHIN 48 HOURS OF THE SECOND WATERING UNLESS SOIL MOISTURE IS EXCESSIVE. NOTE: GUY ASSEMBLY OPTIONAL BUT CONTRACTOR ASSUMES FULL RESPONSIBILITY FOR MAINTAINING TREE IN A PLUMB POSITION FOR THE DURATION OF THE GUARANTEE PERIOD GUY ASSEMBLY- 16" POLYPROPYLENE OR POLYETHYLENE (40 MIL) 1 -1/2" WIDE STRAP (TYP) DOUBLE STRAND 10 GA. WIRE, 2 -7" ROLLED STEEL POSTS (MnDOT 3401) @ 180° O.C. (SEE STAKING DIAGRAM) COORDINATE STAKING TO INSURE UNIFORM 20' 12 ORIENTATION OF GUY LINES AND 120• STAKES STAKING DIAGRAM TREE WRAP FROM BELOW MULCH LINE TO FIRST BRANCH OPTION PERFORATED SLIT PVC COLLAR 4 " -6" SHREDDED BARK MULCH EXISTING GRADE PLANTING SOIL MIXTURE (SEE SPEC.) MINIMUM 1/2 WIDTH OF ROOT BALL UNDISTURBED OR STABILIZED SUBSOILS DECIDUOUS TREE PLANTING DETAIL N.T.S. CONIFEROUS TREE PLANTING DETAIL N.T.S SHRUB & I10111111110", INCHES MULCH SEE LANDSCAPE NOTES OR TYPE OF MULCH ) SHRUB IS B & B, THEN EMOVE BURLAP &ROPE ROM TOP 1/3 OF BALL ACKFILL MIX NDISTURBED SUBSOIL CONTAINER PLANTING DETAIL ........... .................. `� ....................... ........................ .......................... ............ .... ............. ....... . . . . . 6% engineering surveying planning energy 14800 28th Ave. N., Ste 140 Plymouth, Minnesota 55447 (763) 476.6010 telephone (763) 476.8532 facsimile www.mfra.com Client Project 80 W. 78TH STREET Location C MINNESOTA • • Cert*if ication hereby certify that this survey, plan or report was prepared by me or under my direct supervision and that I am a duly Licensed LANDSCAPE ARCHITECT under the laws of the State of Minnesota. C: \My Documents\Kevin Te e PP n•JP9 Kevin Teppen Registration No. 26980 Date: 01.05.2012 - ---------------------------------------------------------------------------------------------------------------------------------- - - - - -- This certification is not valid unless wet signed in blue ink. If applicable, contact us for a wet signed copy of this survey which is available upon request at MFRA, Inc., Plymouth, MN office. Summary Designed: Mcg /sG Drawn: DJD Approved: nncs Book /Page: - - / -- PIl2S2: PRELIMINARY Initial Issued: 01 /04 /2012 Revision History No. Date By Submittal /Revision Sheet Title LANDSCAPE PLAN Sheet No. Revision L1.01 Project No. FEN19169 1. SCARIFY BOTTOM AND BACKFILL SOIL. NOTE: GUY ASSEMBLY OPTIONAL SIDES OF HOLE PRIOR TO 6. WATER TO SETTLE PLANTS BUT CONTRACTOR ASSUMES FULL PLANTING AND FILL VOIDS. RESPONSIBILITY FOR MAINTAINING THE 2. TRIM OUT DEAD WOOD AND7. WATER WITHIN TWO HOURS IN A PLUMB POSITION FOR THE WEAK AND /OR DEFORMED OF INSTALLATION. DURATION OF THE GUARANTEE PERIOD TWIGS. DO NOT CUT A WATERING MUST BE LEADER. DO NOT PAINT SUFFICIENT TO GUY ASSEMBLY- 16" POLYPROPYLENE CUTS. THOROUGHLY SATURATE OR POLYETHYLENE (40 MIL) 1 -1/2" 3. SET PLANT ON UNDISTURBED NATIVE SOIL ROOT BALL AND PLANTING HOLE. WIDE STRAP (TYP) DOUBLE STRAND OR THOROUGHLY 8. PLACE MULCH WITHIN 48 10 GA. WIRE, 2 -7 �� ROLLED STEEL COMPACTED BACKFILL SOIL. HOURS OF THE SECOND POSTS (MnDOT 3401) @ 1800 O.C. INSTALL PLANT SO THE WATERING UNLESS SOIL (SEE STAKING DIAGRAM) ROOT FLARE IS AT OR UP MOISTURE IS EXCESSIVE. TO 2" ABOVE THE FINISHED GRADE. 4. PLACE PLANT IN PLANTING COORDINATE STAKING HOLE WITH BURLAP AND 20 12 ° TO INSURE UNIFORM ORIENTATION OF GUY WIRE BASKET, (IF USED), 12 LINES AND STAKES INTACT. BACKFILL WITHIN APPROXIMATELY 12" OF THE TOP OF ROOTBALL, Z STAKING DIAGRAM WATER PLANT. REMOVE GUY WIRE WITH WEBBING TOP 1 3 OF THE BASKET / ° FLAGGING- ONE PER WIRE OR THE TOP TWO HORIZONTAL RINGS, 4 " -6" SHREDDED BARK MULCH WHICHEVER IS GREATER. REMOVE ALL BURLAP AND �� `" ;;��'—EXISTING GRADE NAILS FROM TOP 1/3 OF ��:�� THE BALL. REMOVE ALL MINIMUM 1/2 WIDTH OF ROOT BALL TWINE. L r 5. PLUMB AND BACKFILL WITH � • �: - r l PLANTING SOIL MIXTURE SEE SPEC. E UNDISTURBED OR STABILIZED SUBSOILS CONIFEROUS TREE PLANTING DETAIL N.T.S SHRUB & I10111111110", INCHES MULCH SEE LANDSCAPE NOTES OR TYPE OF MULCH ) SHRUB IS B & B, THEN EMOVE BURLAP &ROPE ROM TOP 1/3 OF BALL ACKFILL MIX NDISTURBED SUBSOIL CONTAINER PLANTING DETAIL ........... .................. `� ....................... ........................ .......................... ............ .... ............. ....... . . . . . 6% engineering surveying planning energy 14800 28th Ave. N., Ste 140 Plymouth, Minnesota 55447 (763) 476.6010 telephone (763) 476.8532 facsimile www.mfra.com Client Project 80 W. 78TH STREET Location C MINNESOTA • • Cert*if ication hereby certify that this survey, plan or report was prepared by me or under my direct supervision and that I am a duly Licensed LANDSCAPE ARCHITECT under the laws of the State of Minnesota. C: \My Documents\Kevin Te e PP n•JP9 Kevin Teppen Registration No. 26980 Date: 01.05.2012 - ---------------------------------------------------------------------------------------------------------------------------------- - - - - -- This certification is not valid unless wet signed in blue ink. If applicable, contact us for a wet signed copy of this survey which is available upon request at MFRA, Inc., Plymouth, MN office. Summary Designed: Mcg /sG Drawn: DJD Approved: nncs Book /Page: - - / -- PIl2S2: PRELIMINARY Initial Issued: 01 /04 /2012 Revision History No. Date By Submittal /Revision Sheet Title LANDSCAPE PLAN Sheet No. Revision L1.01 Project No. FEN19169