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Plans Complete REVISED 02-19-2014- CONSULTANT CONTACT LIST: DEVELOPER /OWNER BUSINESS IMPACT GROUP 2411 GALPI N COURT CHANHASSEN, MN 55317 TEL 952 - 278 -7822 CONTACT: ARCH ITFCT BRIAN W. HOUWMAN ARCHITECTS, LLC 31572 SNOWBALL RD PENGILLY, MN 55775 TEL 651- 631 -0200 CONTACT: BRIAN HOUWMAN G EOTECH N I CAL COMPANY ADDRESS ADDRESS TEL FAX CONTACT: Feb 19, 2014 - 11:24am - User:225 L:\ PROJECTS \HOU19929 \dwg \Civil \Final \19929 -01 TITLE.dwg CIVIL ENGINEER MFRA INC. 14800 28TH AVENUE, SUITE 140 PLYMOUTH, MN 55447 TEL 763- 476 -6010 FAX 763- 476 -8532 CONTACT: JERRY BACKMAN Sl1RVFYnR iVi r KH i IN L.. 14800 28TH AVENUE, SUITE 140 PLYMOUTH, MN 55447 TEL 763- 476 -6010 FAX 763- 476 -8532 CONTACT: MARCUS HAMPTON LANDSCAPING MFRA INC. 14800 28TH AVENUE, SUITE 140 PLYMOUTH, MN 55447 TEL 763- 476 -6010 FAX 763- 476 -8532 CONTACT: JIM KALKES Site Development Plans • us�ness for m ac rou Chanhassen, Minnesota VICINITY MAP NO SCALE SHEET INDEX SHEET DESCRIPTION C1.01 TITLE SHEET C2.01 EXISTING CONDITIONS PLAN C3.01 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 C9.01 DETAILS C9.02 DETAILS 1-1.01 SITE LANDCAPE PLAN 1-1.02 SITE LANDCAPE DETAILS L2.01 IRRIGATION DESIGN BUILD REQUIREMENTS �9��n9 �n9 Ping ernriramental 14800 28th Ave. N, Ste 140 Plymouth, Minnesota 55447 C763) 476.6010 telephone (7631476.8532 facsimile www.mfra.com Client BUSINESS IMPACT GROUP Project CHANHASSEN WEST BUSINESS PARK Location CHANHASSEN, MN GALPIN COURT Certification I 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. Jared F. Jones Registration No. 46610 Date: 01/31/2014 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: Js Drawn: DJD Approved: ii Book / Page: xx /xx Phase: SUBMITTAL Initial Issue: 01/31/2014 Revision History No. Date By Submittal /Revision A 2/19/2014 DJD REVISED PARKING Sheet Title TITLE SHEET Sheet No. Revision C1.01 A Project No. HOU19929 SAN M F� A =960. 4 - ST CB 1 - - ©ST 4 4 - 9 8 - RIM 959.30 RIM =9 9.2 2 I.E. - 953.90 N E 4 • • I I.E. 95r.17(W) 7 I �: ,► • \ .0'% BITUMINOUS SURFACE % o -960 .. 4b 4 1 4b • t1 Q0 / I f4 I 1 � � S 9 "W 5"'�D co 1 cjro� o \ IF 962 • 3 as 9 �- - 10 63 ° f . a O N `,;:` 1 959 9 rd 12' REE Q O 100 f f Un J � -Of N G f p t 1 env � 4N � \ r`° � I " ,/ w` � � \ 1 ` \ 971 IMP y 10S f t ii-� AN JP �'O 'moo � �.e �_ �4' � t 1 � , � \ DRP�NA & �S� BUS�NE � \1 s GE WEST Of RIM 95 62 - a� !F�••`�s �• • \ �\ \ � REMOVE EXISTING I / s` � � � ) ~°' � \•� � � ���� b� I.E. =947. 7(N)(SE � a9s�s9�, , , _ \� ,, � � STORM STRUCTURE , ( � � ,, ��� � � � - Fo V �1 � � , � � \ AND 40 LF OF PVC. I 1 1 1 � ..� � , M -958. 7 `'. TMH 00000 I.E.= 954.12 (SW ) Ck. 00000 00000 F0 WAIIIII� _ � �� 0 ST CB 1 00000 1 RIM= 957.27 I.E.= 950.47(N) I.E.= 953.47(E) I.E.= 952.22(SE) I.E.= 950.37(W LL n Z 0 100 00000 -I� \ 0 62 1 s SAN MH 00-0 �P op ,� � _ _ F ,� 32�. _ y0• o 5 W 1 p ,� RIM = 966.61 _ - Fo °06 2 1 D I.E.= 945.61E W 00000 00000 00000 00-W F0 > 1 D 00000 00000 00000 F0 1 `96s C,o ? Fo K: 1 p MINOU 1 SO 'VAM 963 00 o I \ o CO SA I� N RIN�- 8.92 g A� 961"G I.E. =947. (E) C Q �° I.E.= 947.37(S) , Q 24" - ST CB dd as RCP \SAN MH IM= 958.20 ��, ad dd RIM =960.8 I. 2.40(NW) (0 • as .- 46.65(N)(S) I.E. -95 .50( ST CB I.E.= 946.50(E)(W) RIM =959.7 a 953.14(NE) I.E.= 953.74(S) I . E. = 953.04(W) a i Feb 19, 2014 - 11:24am - User:225 L:\ PROJECTS \HOU19929 \dwg \Civil \Final \19929 -02 EXIST.dwg DESCRIPTION LEGAL DESCRIPTION Those parts of Lots 1 and 2, Block 1, Chanhassen West Business Park, Carver County, Minnesota, according to the recorded plat thereof which lies southerly of the following described line: commencing at the southeast corner of said Lot 1; thence North 10 degrees 53 minutes 35 seconds West on an assumed bearing a distance of 142.22 feet along the easterly line of said Lot 1 to the point of beginning of the line to be described; thence South 89 degrees 55 minutes 19 seconds West a distance of 521.05 feet to the westerly line of said lot 2 and said line there terminating. DRAINAGE AND UTILITY EASEMENT A 10 foot wide drainage and utility easement over, under, and across Lots 1 and 2, Block 1, Chanhassen West Business Park, Carver County, Minnesota, according to the recorded plat thereof, the centerline of said easement being described as. commencing at the southeast corner of said Lot 1, thence North 10 degrees 53 minutes 35 seconds West on an assumed bearing a distance of 142.22 feet along the easterly line of said Lot 1 to the point of beginning of the centerline to be described; thence South 89 degrees 55 minutes 19 seconds West a distance of 521.05 feet to the westerly line of said Lot 2 and said centerline there terminating. NORTH 0 30 60 SCALE IN FEET �9��n9 �n9 Ping ernriramental 14800 28th Ave. N, Ste 140 Plymouth, Minnesota 55447 C763) 476.6010 telephone (7631476.8532 facsimile www.mfra.com Client BUSINESS IMPACT GROUP Project CHANHASSEN WEST BUSINESS PARK Location C MN GALPIN COURT Certification I 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. Jared F. Jones Registration No. 46610 Date: 01/31/2014 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: Js Approved: ii Phase: SUBMITTAL Revisioi No. Date By A 2/19/2014 DJD Drawn: DJD Book / Page: xx /xx Initial Issue: 01/31/2014 EMEMM i History Submittal /Revision REVISED PARKING Sheet Title EXISTING CONDITIONS PLAN Sheet No. Revision C2.01 A Project No. HOU19929 LEGEND 0 FOUND MONUMENT04 I WATERMAIN - - - - - EASEMENT LINE O SET MONUMENT co > SANITARY SEWER - • • - SETBACK LINE EM ® ELECTRIC METER >> STORM SEWER O RIGHT OF ACCESS LIGHT >> FLARED END SECTION CONCRETE CURB FA-C-1 AIR CONDITIONER UE --111 ELECTRIC TRANSFORMER BUILDING LINE GUY ANCHOR TP Q--- UT ---IZ TELEPHONE PEDESTAL --- - - - - -- BUILDING CANOPY HANDICAP STALL GM Q---UG---Q GAS METER BITUMINOUS SURFACE 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 0 WOOD FENCE CONIFEROUS TREE DESCRIPTION LEGAL DESCRIPTION Those parts of Lots 1 and 2, Block 1, Chanhassen West Business Park, Carver County, Minnesota, according to the recorded plat thereof which lies southerly of the following described line: commencing at the southeast corner of said Lot 1; thence North 10 degrees 53 minutes 35 seconds West on an assumed bearing a distance of 142.22 feet along the easterly line of said Lot 1 to the point of beginning of the line to be described; thence South 89 degrees 55 minutes 19 seconds West a distance of 521.05 feet to the westerly line of said lot 2 and said line there terminating. DRAINAGE AND UTILITY EASEMENT A 10 foot wide drainage and utility easement over, under, and across Lots 1 and 2, Block 1, Chanhassen West Business Park, Carver County, Minnesota, according to the recorded plat thereof, the centerline of said easement being described as. commencing at the southeast corner of said Lot 1, thence North 10 degrees 53 minutes 35 seconds West on an assumed bearing a distance of 142.22 feet along the easterly line of said Lot 1 to the point of beginning of the centerline to be described; thence South 89 degrees 55 minutes 19 seconds West a distance of 521.05 feet to the westerly line of said Lot 2 and said centerline there terminating. NORTH 0 30 60 SCALE IN FEET �9��n9 �n9 Ping ernriramental 14800 28th Ave. N, Ste 140 Plymouth, Minnesota 55447 C763) 476.6010 telephone (7631476.8532 facsimile www.mfra.com Client BUSINESS IMPACT GROUP Project CHANHASSEN WEST BUSINESS PARK Location C MN GALPIN COURT Certification I 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. Jared F. Jones Registration No. 46610 Date: 01/31/2014 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: Js Approved: ii Phase: SUBMITTAL Revisioi No. Date By A 2/19/2014 DJD Drawn: DJD Book / Page: xx /xx Initial Issue: 01/31/2014 EMEMM i History Submittal /Revision REVISED PARKING Sheet Title EXISTING CONDITIONS PLAN Sheet No. Revision C2.01 A Project No. HOU19929 .......... Feb 19, 2014 - 11:25am - User:225 L:\ PROJECTS \HOU19929 \dwg \Civil \Final \19929 -03 SITE.dwg ........... ............. .......... ............ .......... .......... ........... ............ ....... ... ........... ............ ........... ............. ........... �p0 LEGEND PROPERTY LIMIT CURB & GUTTER EASEMENT BUILDING RETAINING WALL WETLAND LIMITS TREELINE PROPOSED EXISTING SAWCUT LINE SIGN � PIPE BOLLARD NUMBER OF PARKING STALLS PER ROW O KEY NOTE O !!!! DEVELOPMENT SUMMARY AREA GROSS SITE AREA IMPERVIOUS AREA = 76% GREEN SPACE = 24% ZONING EXISTING ZONING PROPOSED ZONING PARKING REQUIREMENTS OFFICE 5/1000 SF = 30 STALLS WHSE. 1/1000 1ST 10,000 SF 1/2000 AFTER 1ST 10,000 SF = 22 STALLS DEVELOPMENT NOTES A. ALL DIMENSIONS ARE ROUNDED TO THE NEAREST TENTH FOOT. 90,082 SF 2.07 AC 68,320 SF 1.57 AC 211762 SF 0.50 AC PUD PUD 52 STALLS REQUIRED 52 STALLS PROVIDED B. ALL DIMENSIONS SHOWN ARE TO 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 MONUMENT SIGN DETAILS G. SEE ARCHITECTURAL PLANS FOR LIGHT POLE FOUNDATION DETAIL AND FOR EXACT LOCATIONS OF LIGHT POLE. H. REFER TO FINAL PLAT FOR LOT BOUNDARIES, LOT NUMBERS, LOT AREAS, AND LOT DIMENSIONS. I. ALL GRADIENTS 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 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. 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. �9��n9 �n9 Ping ernriramental 14800 28th Ave. N, Ste 140 Plymouth, Minnesota 55447 C763) 476.6010 telephone (7631476.8532 facsimile www.mfra.com Client BUSINESS IMPACT GROUP Project CHANHASSEN WEST BUSINESS PARK Location CHANHASSEN, MN GALPIN COURT Certification I 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. Jared F. Jones Registration No. 46610 Date: 01/31/2014 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: Js Drawn: DJD Approved: ii Book / Page: xx /xx KEY NOTES Phase: SUBMITTAL Initial Issue: 01/31/2014 A. BUILDING, STOOPS, STAIRS -SEE ARCHITECTURAL PLANS. Revision Helstory No. Date By Submittal /Revision B. B -612 CONCRETE CURB AND GUTTER. A 2/19/2014 DJD REVISED PARKING C. MATCH EXISTING B -618 CONCRETE CURB AND GUTTER. D. TRANSFORMER PAD E. CONCRETE SIDEWALK - SEE ARCHITECTURAL PLANS. F. 2' CURB CUT. G. RETAINING WALL- SEE ARCHITECTURAL PLANS. H. ACCESSIBLE RAMP. I. ACCESSIBLE PARKING SIGN. J. STOP SIGN K. PIPE BOLLARD L. 3' CURB CUT NORTH 0 30 60 SCALE IN FEET Sheet Title SITE PLAN Sheet No. Revision C3.01 A Project No. HOU19929 GRADING NOTES A. PROPOSED CONTOURS ARE TO FINISHED SURFACE ELEVATION. SPOT ELEVATIONS ALONG PROPOSED CURB DENOTE GUTTER GRADE. B. CONTRACTOR SHALL REVIEW PAVEMENT GRADIENT AND CONSTRUCT "GUTTER OUT" WHERE WATER DRAINS AWAY FROM CURB. ALL OTHER AREAS SHALL BE CONSTRUCTED AS "GUTTER IN" CURB. C. 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. D. THE CONTRACTOR IS CAUTIONED THAT "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 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 LOCATE AND PRESERVE ANY AND ALL UTILITIES (UNDERGROUND AND OVERHEAD). IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. 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. 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 RESPONSIBLE FOR COORDINATING ALL REQUIRED SOIL TESTS AND INSPECTIONS WITH THE SOILS ENGINEER. A GEOTECHNICAL ENGINEERING SOILS REPORT HAS BEEN COMPLETED BY: COMPANY: ADDRESS: _ PHONE: DATED: TO BE DETERMINED THE CONTRACTOR SHALL OBTAIN A COPY OF THE SOILS REPORT. H. THE CONTRACTOR SHALL COMPLETE DEWATERING AS REQUIRED TO COMPLETE THE SITE GRADING CONSTRUCTION. THE SUBSURFACE UTILITY INFORMATION SHOWN ON THESE PLANS IS A UTILITY QUALITY LEVEL D. THIS QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF ASCE /CI 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). THE CONTRACTOR AND /OR SUBCONTRACTOR AGREE TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES, WHICH MIGHT BE OCCASIONED BY HIS OR HER FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES (UNDERGROUND AND OVERHEAD). 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 APPROVAL FROM THE PROJECT ENGINEER. Feb 19, 2014 - 11:25am - User:225 L:\ PROJECTS \HOU19929 \dwg \Civil \Final \19929 -04 GRADE.dwg I. 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 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. J. REPLACE ALL SUBGRADE SOIL DISTURBED DURING THE CONSTRUCTION THAT HAVE BECOME UNSUITABLE AND WILL NOT PASS A TEST ROLL. REMOVE UNSUITABLE SOIL FROM THE SITE AND IMPORT SUITABLE SOIL AT NO ADDITIONAL COST TO THE OWNER. K. 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. L. 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. N. 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 4 INCHES. RESPREAD TOPSOIL IN AREAS WHERE TURF IS TO BE ESTABLISHED TO A MINIMUM DEPTH OF 4 INCHES. O. TRENCH BORROW CONSTRUCTION: IF ALLOWED BY THE OWNER, THE CONTRACTOR MAY COMPLETE "TRENCH BORROW" EXCAVATION IN AREAS DIRECTED BY THE ENGINEER IN ORDER TO OBTAIN STRUCTURAL MATERIAL. TRENCH BORROW EXCAVATION SHALL BE COMPLETED IN GREEN SPACE AREAS. TRENCH BORROW CONSTRUCTION SHALL BE COMPLETED ONLY WITHIN THE PLAT BOUNDARIES. TREES SHALL NOT BE REMOVED OR DAMAGED AS A RESULT OF THE EXCAVATION, UNLESS APPROVED BY THE ENGINEER. THE EXCAVATION SHALL COMMENCE A MINIMUM OF 10 FEET FROM THE LIMIT OF THE BUILDING PAD. THE EXCAVATION FROM THIS LIMIT SHALL EXTEND AT A MINIMUM SLOPE OF 1 FOOT HORIZONTAL TO 1 FOOT VERTICAL (1:1) DOWNWARD AND OUTWARD FROM THE FINISHED SURFACE GRADE ELEVATION. THE TRENCH BORROW EXCAVATION SHALL BE BACKFILLED TO THE PROPOSED FINISHED GRADE ELEVATION, AND SHALL BE COMPACTED IN ACCORDANCE WITH REQUIREMENTS OF THE QUALITY COMPACTION METHOD AS OUTLINED IN MN /DOT SPECIFICATION 2105.3F2. SNOW FENCE SHALL BE FURNISHED AND PLACED ALONG THE PERIMETER OF THE TRENCH BORROW AREA WHERE THE SLOPES EXCEED 2 FOOT HORIZONTAL TO 1 FOOT VERTICAL (2:1). P. 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. Q. TOLERANCES 1. THE RESIDENTIAL BUILDING SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY BY MORE THAN 0.30 FOOT ABOVE, OR 0.30 FOOT BELOW, THE PRESCRIBED ELEVATION AT ANY POINT WHERE MEASUREMENT IS MADE. 2. 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. 3. 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. 4. 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. 5. TOPSOIL SHALL BE GRADED TO PLUS OR MINUS 1/2 INCH OF THE SPECIFIED THICKNESS. R. 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. S. 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. T. FILL PLACED WITHIN THE BUILDING PAD AREAS SHALL BE IN CONFORMANCE WITH HUD /FHA PROCEDURES AND DATA SHEET 79G. U. 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. V. RETAINING WALL(S) SHALL BE CONSTRUCTED OF BOULDER WALL MATERIAL. THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER AND LOCAL AUTHORITY CERTIFIED ENGINEERING DRAWINGS, DESIGN CALCULATIONS AND SOIL BORINGS. THE CERTIFIED ENGINEER FOR THE RETAINING WALL(S) SHALL PROVIDE CONSTRUCTION OBSERVATIONS OF THE RETAINING WALL IMPROVEMENT, AND A LETTER CERTIFYING THE INSTALLATION OF THE WALL(S) WAS CONSTRUCTED IN CONFORMANCE WITH THE PLANS AND SPECIFICATIONS. LEGEND PROPERTY LIMIT CURB & GUTTER STORM SEWER DRAI NTI LE BUILDING RETAINING WALL WETLAND LIMITS TREELINE SPOT ELEVATION CONTOUR RIP RAP OVERFLOW ELEV. SOIL BORINGS PROPOSED EXISTING 0- 0 DD . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 962.5 X 00000�902111�� EOF 902.5 „ 4 �.... \x,...:0,0,,,,.. 962.5 X ST 5 1042.56 NORTH 0 30 60 SCALE IN FEET �9��n9 su*n9 Ping ernriramental 14800 28th Ave. N, Ste 140 Plymouth, Minnesota 55447 C763) 476.6010 telephone (7631476.8532 facsimile www.mfra.com Client BUSINESS IMPACT GROUP Project CHANHASSEN WEST BUSINESS PARK Location CHANHASSEN, MN GALPIN COURT Certification I 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. Jared F. Jones Registration No. 46610 Date: 01/31/2014 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: Js Drawn: DJD Approved: ii Book / Page: xx /xx Phase: SUBMITTAL Initial Issue: 01/31/2014 Revision History No. Date By Submittal /Revision A 2/19/2014 DJD REVISED PARKING Sheet Title GRADING PLAN Sheet No. Revision C4.01 A Project No. HOU19929 SAN M F� A =960. 4 - ST CB 1 = DST 4 4 - 9 8 - RIM 959.30 _ ♦ • • RIM =9 9.27 I.E. - 953.90 N E ()() 1 I.E. 95 .17 W 1 �: V • \ BITUMINOUS SURFACE O ♦.i • o 1 % so 4 . 4 • 1 • ♦� � CD 1 MP WPM, - - - SF SF SF SF SF SF SF �•■ - - - �� - ,' 962 77,7 "* 3 as .- ® 963 �- - ° p 0 � �f 10 G N o up 959\ - 964 J : l 1 40111 12a REE dw w ♦ • �- Q '9 �u ♦%� 1 r ♦ • • ♦, �\ ,. 9 • • 9(N (E) 9(S) o \ G e � AN �T O0 \ 1 �.1 LA L AL R P \ ` ° • SEU ARK , 1 •4 -� EA (NESS P � .. �- . � � �� �&Sj s -� \- ,� AGE o �� - s AIN SEN �J \ -Q� / o � DR S S � � � -- - - - -,� pF CHANHA SAN a i �� � RIM -95 62 I.E. =947. 7(N)(SE d S� ' \ °�.�, - '�. 0 Fo \ �� 7S•. ST CB FO C 1 B �o M 958.47 ENNH C _H9M6Ag � R•1K6 . III I n,o 9 I b9 1 � o N 100 J � f 1 f z 0 t � f o I P2 \. I.E.= 954.12 SW ) �o � F moll h\0 00-W � F ST CB ° �- _ RIM = 957.27 _ _ , _ Fo I I I.E.= 950.47(N) \ 00000 1 SAN MH I.E.= 953.47E vv .0. F Fo s - () o �� 0 1 p ,� RIM - 966.61 I.E.= 952.22(SE) �� F D 190 I.E.= 945.61E W I.E.= 950.37(W � Fo > D dool S� D F ACS �c � a► � S SUR 4%b Fo NCHM ARK' - IUM - `` BE H_9g3.17 p I 1N vv I I I S ll RI .92 g D Rill I.E. =947. (E) � Q I.E.= 947.37(S) w� ST CB dd 24" RCP IM= 958.20 as ad I. 2.40(NW) 0 I.E. = 95 .50( ST CB RIM =959.7 a 953.14(NE) I.E.= 953.74(S) I . E. = 953.04(W) a i Feb 19, 2014 - 11:25am - User:225 L:\ PROJECTS \HOU19929 \dwg \Civil \Final \19929 -05 EROS.dwg Coo O9�2 ................ � SAN MH - RIM =960. .w� E�'946.65(N)(S) ' I.E.= 946.50(E)(W) SOIL EROSION /SEDIMENTATION CONTROL OPERATION TIME SCHEDULE LEGEND CURB & GUTTER STORM SEWER DRAI NTI LE CONTOUR RIP RAP OVERFLOW ELEV. SILT FENCE SILT DIKE LIMITS OF DISTURBANCE SOIL BORINGS DIRECTION OF OVERLAND FLOW TEMPORARY DIVERSION DITCH CHECK DAM LIMITS OF DRAINAGE SUB-BASIN BIO -ROLL INLET PROTECTION DEVICE 1 INLET PROTECTION DEVICE 2 TEMPORARY STONE PROPOSED EXISTING ► ►► ► ►► DDD DDD - 902 EOF 902.5 :SF:::SF: m-Spmw � m-Spmw W T ., , TEMPORARY SEDIMENT BASIN SB TEMPORARY STORAGE AND PARKING AREA TS TEMPORARY STABILIZATION MEASURES (SEED, MULCH, MATS OR BLANKETS AS 5 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. 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. 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 NOTE: CONTRACTOR OR GENERAL CONTRACTOR TO COMPLETE TABLE WITH THEIR SPECIFIC PROJECT SCHEDULE NORTH 0 30 60 SCALE IN FEET e9imdn9 su*n9 Ping ernriramental 14800 28th Ave. N, Ste 140 Plymouth, Minnesota 55447 C763) 476.6010 telephone (7631476.8532 facsimile www.mfra.com Client BUSINESS IMPACT GROUP Project CHANHASSEN WEST BUSINESS PARK Location C MN GALPIN COURT Certification I 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. Jared F. Jones Registration No. 46610 Date: 01/31/2014 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: Js Drawn: DJD Approved: ii Book / Page: xx /xx Phase: SUBMITTAL Initial Issue: 01/31/2014 Revision History No. Date By Submittal /Revision A 2/19/2014 DJD REVISED PARKING Sheet Title EROSION CONTROL PLAN - PHASE 1 Sheet No. Revision C5.01 A Project No. HOU19929 Feb 19, 2014 - 11:25am - User:225 L:\ PROJECTS \HOU19929 \dwg \Civil \Final \19929 -05 EROS.dwg SOIL EROSION /SEDIMENTATION CONTROL OPERATION TIME SCHEDULE LEGEND CURB &GUTTER STORM SEWER DRAI NTI LE CO NTO U R RIP RAP OVERFLOW ELEV. SILT FENCE SILT DIKE LIMITS OF DISTURBANCE SOIL BORINGS DIRECTION OF OVERLAND FLOW TEMPORARY DIVERSION DITCH CHECK DAM LIMITS OF DRAINAGE SUB - BAS I N BIO -ROLL INLET PROTECTION DEVICE 1 INLET PROTECTION DEVICE 2 TEMPORARY STONE PROPOSED EXISTING ►► -� � DD � ► ►► ► ►► DDD DDD - 902 EOF 902.5 :::SF:::SF: ... ... .... �.v�vJ � nv�. � �v�v C�v � nr��v�.0 o-c nc �-c �-c �-c nc �-c� TEMPORARY SEDIMENT BASIN S 6 TEMPORARY STORAGE AND PARKING AREA TS TEMPORARY STABILIZATION MEASURES (SEED, MULCH, MATS OR BLANKETS AS SM OUTLINED IN THE SWPPP) - SEQUENCE OF CONSTRUCTION �\ ;�� 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. I NSTALL I N LET 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. NOTE: CONTRACTOR OR GENERAL CONTRACTOR TO COMPLETE TABLE WITH THEIR SPECIFIC PROJECT SCHEDULE NORTH 0 30 60 SCALE IN FEET �9���9 ��9 Ping ernriramental 14800 28th Ave. N, S'�e 140 Plymouth, Minnesota 55447 Cl631476.6010 telephone (7631476.8532 facsimile www.mfra.com Client BUSINESS IMPACT GROUP Project CHANHASSEN WEST BUSINESS PARK Location CHANHASSEN, MN GALPIN COURT Certification I 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 . Jared F. Jones Registration No.46610 Date: 01/31/2014 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: �s Drawn: ��� Approved: �� Book / Page: xx /xx Pila52: SUBMITTAL Initial Issue: 01/31/2014 Revision History No. Date By Submittal /Revision A 2/19/2014 DJD REVISED PARKING Sheet Title EROSION CONTROL PLAN - PHASE 2 Sheet No. Revision C5.02 A Project No. HOU19929 EROSION &SEDIMENTATION CONTROL NOTES &DETAILS / "SITE MAP" SITE LOCATION MAP NOT TO SCALE G CONSTRUCT 2' HIGH BERM WITH MAXIMUM SIDE SLOPE OF 4:1 00 0 00 0 U z ®� 0 0 0 J000 0 �o 0 0000 000 0 000 0 000 00 NOTE: THE ROCK ENTRANCES SHALL BE INSTALLED r) o .�. PRIOR TO THE START OF ANY SITE WORK THE ROCK ENTRANCES SHALL BE INSPECTED FOLLOWING EACH 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 /OWNER: XXXXXXX XXXXXXX XXXXXXXX XXX- XXX -XXXX SITE OPERATOR /GENERAL CONTRACTOR SUPERINTENDENT: Feb 19, 2014 - 11:25am - User:225 L:\ PROJECTS \HOU19929 \dwg \Civil \Final \19929 -05 EROS.dwg 000�c-) POLYESTER SLEEVE MANHOLE COVER ASSEMBLY a ISOMETRIC VIEW 2" X 2" WOOD OR STEEL T -POSTS ....\ \ . �. \.... g. \ \ \. Q. \ . ............. ...:::::: \.... , \ .�.,: �:. ,. \ a. \ ...\ .. \.. \. \ \.. \... \,. \..,... \\ . .._ _ .... \..,. \.,. \ :..::.::::. ♦ \\ r4.:....i:.i:.i:::::: \ xi \ \., \ v \.:.,,,....\\\\, \ 'ate : \ \: \ \ : \ \ \ \ v y. .\ \ \. T \ \\\ v \ \ \\ \ \ . ..... \ \\ v \ ,v , 4 \ \ , \ \C . ..... v ... . . \ 0. \::..�.. \ \ \. .........: ... ...vvv. .v ...... ....v.. ...... ..- \, \ E.\ \. :.:,� \........ ,\:\ \ \,. \..., .................... v\ 16 \...3. \ t v` XK 1 \ \ \ \ 4 \ \ . ..... \ \\ v \ ,v , 4 \ \ , \ \C . ..... v ... . . \ \ Z .........: ... ...vvv. .v ...... ....v.. ...... ..- \ ... :.. .. \. \ \ v\ \ \ \ t v` \ 2 1 \ \ \ \ 4 \\ ..,.:...:.3 \:. .......... \ \ v \...: \ \ v .. ,... ... \..,..\ .. ...... .. ... ... ..... ., n. ,........ .... ,.... ...... :....... .. ; \ a \\ \\ v \ \ \ \ \ v, \ r: , 1 \ \ \ 16 A \ r 0 \. .., v....., v ........... ...... v...vvvvvv :................... : t.\ \�: \ \ \ \''i� :: \�: Via:..\♦ ..\iiii .'�iiiiiiiiiiiiiiiii....v. .. : \. \ ' \. \... ....\ �iiiiiii }.4iiiiiiiiiiiiiii:v:..v' .. \ ��: iii."' iiiiii ?.''iiiii:���iiiiiiiiiii v :v - USGS MAP NOT TO SCALE DIRECTION OF DRAINAGE z N WOVEN MONOFILAMENT GEOTEXTILE MATERIAL SILT FENCE DETAIL NOT TO SCALE FILTER ASSEMBLY SPECIFICATIONS AND STANDARDS • AISC MANUAL OF STEEL CONSTRUCTION, 9TH EDITION. • AWS STRUCTURAL WELDING CODE - STEEL, D1.1 -94. • 29 CFR 1926 -OSHA SAFETY AND HEALTH STANDARDS DESIGN LOADS ALLOWABLE AXLE WEIGHT LOAD SAFETY FACTOR WATER FLOW RATE (THROUGH POLYESTER FILTER) MAXIMUM OVERFLOW RATE POLYESTER SLEEVE MANHOLE COVER ASSEMBLY FILTER ASSEMBLY IN -PLACE ELEVATION VIEW 20000 LBS. 2:1 0.476 CFS @ 3" HEAD 1.074 CFS @ 15" HEAD 1.113 CFS @ 6" HEAD 1.575 CFS @ 12" HEAD AVAILABILITY STOCK ROAD DRAIN INLET PROTECTION TOP SLAB MODEL (IP -3) NOT TO SCALE \\ \ \\ ...... SIGN TO INDICATE THE LOCATION OF THE CONCRETE WASHOUT AREA BERM AROUND PERIMETER 12" MIN-\ j 2' -0" MIN GROUND SURFACE 12" 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 ni%Jn -rLvvv FMDRI%- MIRAFI FF101 ROAD DRAIN CASTING APPLICABILTY • NEENAH R -3067 • NEENAH R -3512 ROAD DRAIN INLET PROTECTION (IP -2) NOT TO SCALE SSEMBLY DX 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 > > II QUALITY LEVEL D. THIS QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF CI ASCE 38 -02 ENTITLED STANDARD GUIDELINES FOR THE COLLECTION AND Q Q DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. II 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 CONTRACTOR -2 2 -11 66 O R 65 1 -4 4- 000 2 O BTAI N E D BY THE BY ALLI N M I N N E SO TA GO P H E R STATE ONE ALL AT 800 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 A TOPOGRAPHIC SURVEY PREPARED BY MFRA DATED 01 -31 -2014. 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 BMPI S AS REQUIRED BY THE SWPPP & PERMITS. THE CONTRACTOR SHALL OVERSEE THE INSPECTION & MAINTENANCE OF THE BMPI S AND EROSION PREVENTION FROM BEGINNING OF CONSTRUCTION AND UNTIL CONSTRUCTION IS COMPLETED IS APPROVED BY ALL AUTHORITIES I 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 THE EQUIPMENT 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 BMPS. 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. 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. 2. 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). 3. 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. 4. 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. 5. 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.B.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. 6. 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). 7. 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. �9ineenn9 surveyll n9 Ping ernriramental 14800 28th Ave. N, Ste 140 Plymouth, Minnesota 55447 (763) 476.6010 telephone (763) 476.8532 facsimile www.mfra.com Client BUSINESS IMPACT GROUP Project CHANHASSEN WEST BUSINESS PARK Location C MN GALPIN COURT Certification I 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. C5.03 A Project No. HOU19929 \ A \ r SIGN TO INDICATE THE LOCATION OF THE CONCRETE WASHOUT AREA BERM AROUND PERIMETER 12" MIN-\ j 2' -0" MIN GROUND SURFACE 12" 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 ni%Jn -rLvvv FMDRI%- MIRAFI FF101 ROAD DRAIN CASTING APPLICABILTY • NEENAH R -3067 • NEENAH R -3512 ROAD DRAIN INLET PROTECTION (IP -2) NOT TO SCALE SSEMBLY DX 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 > > II QUALITY LEVEL D. THIS QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF CI ASCE 38 -02 ENTITLED STANDARD GUIDELINES FOR THE COLLECTION AND Q Q DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. II 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 CONTRACTOR -2 2 -11 66 O R 65 1 -4 4- 000 2 O BTAI N E D BY THE BY ALLI N M I N N E SO TA GO P H E R STATE ONE ALL AT 800 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 A TOPOGRAPHIC SURVEY PREPARED BY MFRA DATED 01 -31 -2014. 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 BMPI S AS REQUIRED BY THE SWPPP & PERMITS. THE CONTRACTOR SHALL OVERSEE THE INSPECTION & MAINTENANCE OF THE BMPI S AND EROSION PREVENTION FROM BEGINNING OF CONSTRUCTION AND UNTIL CONSTRUCTION IS COMPLETED IS APPROVED BY ALL AUTHORITIES I 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 THE EQUIPMENT 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 BMPS. 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. 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. 2. 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). 3. 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. 4. 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. 5. 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.B.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. 6. 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). 7. 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. �9ineenn9 surveyll n9 Ping ernriramental 14800 28th Ave. N, Ste 140 Plymouth, Minnesota 55447 (763) 476.6010 telephone (763) 476.8532 facsimile www.mfra.com Client BUSINESS IMPACT GROUP Project CHANHASSEN WEST BUSINESS PARK Location C MN GALPIN COURT Certification I 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. C5.03 A Project No. HOU19929 THE SUBSURFACE UTILITY INFORMATION SHOWN ON THESE PLANS IS A UTILITY QUALITY LEVEL D. THIS QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF ASCE /CI 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). THE CONTRACTOR AND /OR SUBCONTRACTOR AGREE TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES, WHICH MIGHT BE OCCASIONED BY HIS OR HER FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES (UNDERGROUND AND OVERHEAD). 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 APPROVAL FROM THE PROJECT ENGINEER. Feb 19, 2014 - 11:25am - User:225 L:\ PROJECTS \HOU19929 \dwg \Civil \Final \19929 -06 UTIL.dwg X00 1 1.. _ ______________________________. X00 LEGEND PROPOSED EXISTING CURB & GUTTER STORM SEWER 1 1.. _ ______________________________. SANITARY SEWER R -4353 CBM H 02 CATCH BASIN FORCEMAI N (SAN.) LS / FM ....................... o WATER M AI N 1 ��1_________ _____________________________.. ......................................... EASEMENT DRAINTILE GAS LINE GL GL ........... ............................... ELECTRIC UE .. .. ........... ............................... TELEPHONE UT .. . ............ ............................... UTILITY CONSTRUCTION NOTES A. 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. B. 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 (651)454 -0002. C. 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. D. 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. E. 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. F. 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. G. 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. H. THE CONTRACTOR AND THEIR SUPPLIER SHALL DETERMINE THE MINIMUM DIAMETER REQUIRED FOR EACH STORM SEWER STRUCTURE. STORM SEWER STRUCTURE SCHEDULE NUMBER* TYPE CASTING ** CBM H 01 CATCH BASIN MANHOLE R -4353 CBM H 02 CATCH BASIN R -4353 *INDICATES NEENAH FOUNDRY CASTING NO., OR APPROVED EQUAL * *PROVIDE 27 INCH ROUND OPENING IN MANHOLE SLAB COVER. NOTE: THE CONTRACTOR AND THEIR SUPPLIER SHALL DETERMINE THE MINIMUM DIAMETER REQUIRED FOR EACH STORM SEWER STRUCTURE. NORTH 0 30 60 SCALE IN FEET �9��n9 �n9 Ping ernriramental 14800 28th Ave. N, Ste 140 Plymouth, Minnesota 55447 C763) 476.6010 telephone (7631476.8532 facsimile www.mfra.com C lient BUSINESS IMPACT GROUP Project CHANHASSEN WEST BUSINESS PARK Location C MN GALPIN COURT Certification I 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. Jared F. Jones Registration No. 46610 Date: 01/31/2014 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: Js Drawn: DJD Approved: ii Book / Page: xx /xx Phase: SUBMITTAL Initial Issue: 01/31/2014 Revision History No. Date By Submittal /Revision A 2/19/2014 DJD REVISED PARKING Sheet Title UTILITY PLAN Sheet No. Revision C6.01 A Project No. HOU19929 6" Distance to 9- variable 1/2"r "r - CONCRETE WALK MAX CROSS SLOPE 3 Top Bituminous Material 1/2"r ° slope N `O 3 4" er ft SECTION A -A ADA REGULATIONS FILLED W/ CONC. WITH '� ' ' °• ' ';''' • ' ' ' ' ' '� ° c4 MnDOT B618 ' • ' ' °' Concrete Curb and Gutter 8" 18" TOP ROUNDED. o 6" Distance to 9- variable 1/2 "r 3 "r 1 /2 "r Top Bituminous Material 7— %• slope N `° '' ' 3 4" Per ft MnDOT 13612 \ '•: ' ''• " ' ' ' '' * = Concrete Curb and Gutter • • • •• ' . % ''• �•• C4 NOTE: 8" 12" For Use Only with Private Driveways, Parking Lots, or Medians. 28 "R 12 "R 16" 68 "R s Top Bituminous Material � ,• FINISHED GRADE SURMOUNTABLE 0 • Concrete Curb and Gutter � ' . • '.• �' •• ♦ y�• • 17 1/2 10 1/2 28" 4" 8" 1 1 /8 "r co Bituminous Bituminous Curb Surface 6" Shoe Formed N Am TW Vr TYPICAL CURB o� AND GUTTER REVISED: 2-08 ENGINEERING DEPARTMENT PLATE NO.: 5203 FILE NAME: G: ENG SPECS 5203 OVER FOOTING in. FLARE TO MATCH 5' m A WIDTH OF WALK --- MCK aF CURS 000OO000 4 ' _ 00000000° _ FRONT FACE OF �� 3» CURB 3 3 4'm in. 6 A--J PLAN VIEW OF DIGONAL RAMP CURB & GUTTER 59-499 4' 0" T �� - -- 0.08 FT./` TT. OR FLATTER O SECTION A— A 0.08 FT./%SLOPE OF FLARED SIDE, (IF EXISTING CONDITIONS DO NOT PERMIT, MAY USE 0.10 FT./FT.- 0.08 FT./r= T.SLOPE ) , ELEVATION OF RAMP W% --60% OF BASE DIAMETER 1/5" I _y/8 " -1 7/� s" I DOME SECTION s -s 314' ,arir(,rn ) 0000000 a/rec' -z 3/�' 0 0 0 0 0 0 00 0 15rIr(„p. a/,rWL a/nm DOME SPACING FS o � z J z a ED o Y m 3 U 5' 4' 6' 5' 7' 6' 8' 7' 9' 8' 10' 9' Q 1/2 INCH PREFORMED JOINT FILLER MATERIAL, AASHTO M 213. O 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. 30 6" TO 8" IS THE REQUIRED OFFSET OF THE TRUNCATED DOME AREA FROM THE FRONT FACE OF CURB. ® ADA REQUIRED TRUNCATED DOME AREA SHALL BE 2' 0" MIN. IN DIRECTION OF TRAVEL AND SHALL EXTEND THE FULL WIDTH (4' 0" TYP.) 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. Q TRUNCATED DOME AREA SHALL MEET THE CURRENT MNDOT STANDARDS FOR DETECTABLE WARNING SYSTEMS. iW aff W REVISED: 2 -08 PEDESTRIAN CURB RAMP ENGINEERING DEPARTMENT I Feb 19, 2014 - 11:26am - User:225 L:\ PROJECTS \HOU19929 \dwg \Civil \Final \19929 -09 DETAILS.dwg PLATE NO.: 5215 B612 CONCRETE CURB & GUTTER (TYPICAL) Mown= wl� 1 1/2"—MNDOT 2350 MVWE35035B 2 1/2"—MNDOT 2350 MVNW35035B 12" —Class 5 Aggregate Base, 1009 Crushed Approved grade or MNDOT 3149.213 Select Granular Borrow HEAVY -DUTY PAVEMENT B612 CONCRETE CURB & GUTTER (TYPICAL) PER F7. SLOPE i 1 1/2"—MNDOT 2350 MVWE35035B 2 " —MNDOT 2350 MVNW35035B 8" —Class 5 Aggregate Base, 1009 Crushed Approved grade or MNDOT 3149.213 Select Granular Borrow STANDARD -DUTY PAVEMENT NOTE: ANY SIGN FREE STANDING IN ASPHALT PARKING LOT SHALL BE MOUNTED AS SHOWN. Ln m PROVIDE VAN ACCESSIBLE SIGN AT RIGHT HAND DISCHARGE PARKING SPACES m PAVING fV PARKING VEHICLE ID REQUIRED UP TO $200 FINE FOR VIOLATION VAN ACCESSIBLE Ln r4 STANDARD M N DOT SIGN NO. R7.8A 4" x 4" STEEL TUBE (SEE SIGN DETAILS THIS SHEET) 6 "0 SCH. 40 STEEL PIPE -FILL WITH CONC. ONE WRAP OF #30 ROOFING FELT - � 1.5 GRANULAR BASE • .. �: "i 16 . CONCRETE - rn 0 PARKING SIGN x Q Ln z O POSSIBLE CURB TO HOLD 0� ADJACENT GROUND ps, •�,� Q� NAP o S' Svc F , �' � �,9 �F� • Q�Q� OPT MP FRONT FACE O F CUR B o$ F� •� OQE OPTIONAL PARALLEL RAMP (FOR NARROW SIDEWALKS ADJACENT TO CURB) ISOMETRIC VIEW POSSIBLE CURB TO HOLD A ADJACENT GROUND FRONT z FACE OF CURB 00000000 0 000000000000 00000000 00, 0 000000000000 00000000 0 000000000000 66000000 0 000000000000 r14 00000000 0 000000000000 00000000 0 000000000000 0.05 FT /FT SLOPE PREFERRED 0.08 FT /FT SLOPE MAX I 10' -0" 4' -0" MIN 101-011 I POSSIBLE CURB TO HOLD PARALLEL RAMP ADJACENT PLAN VIEW GROUND ROUND ALL SLOPED INTERSECTIONS 10' -0" (6" CURB) 4' -0" MIN I 10' -0" (6" CURB) NOTES. . 618" (4" CURB) 618" (4" CURB) CURB OR ELEVATION (DI/2 INCH PREFORMED JOINT FILLER CURB AND POSSIBLE CURB TO HOLD MATERIAL, AASHTO M 213. GUTTER (_SIDEWALK WIDTH GROUND 12A 11 PEDESTRIAN CURB RAMP ".T.s. OPTION THESE ARE OPTIONAL - CONCRETE WALK MAX CROSS SLOPE PEDESTRIAN SIDEWALK PARALLEL RAMP OF WALK IS 0.02 FT /FT ACCESS DETAILS THAT ARE NOT REQUIRED BY CURRENT SECTION A -A ADA REGULATIONS 12A 11 PEDESTRIAN CURB RAMP ".T.s. OPTION ALL PIPES SHALL BE PAINTED TRAFFIC YELLOW 06 CURB CUT N.T.S. �9��n9 �n9 Ping ernriramental 14800 28th Ave. N, Ste 140 Plymouth, Minnesota 55447 C763) 476.6010 telephone (7631476.8532 facsimile www.mfra.com Client BUSINESS IMPACT GROUP Project CHANHASSEN WEST BUSINESS PARK Location C MN GALPIN COURT Certification I 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. Jared F. Jones Registration No. 46610 Date: 01/31/2014 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: Js Drawn: DJD Approved: ii Book / Page: xx /xx Phase: SUBMITTAL Initial Issue: 01/31/2014 Revision History No. Date By Submittal /Revision A 2/19/2014 DJD REVISED PARKING Sheet Title DETAILS Sheet No. Revision C9.01 A Project No. HOU19929 6" SCH. 40 STEEL PIPE FILLED W/ CONC. WITH TOP ROUNDED. o 2' -0" PAVEMENT OR FINISHED GRADE 77 ca 3 COVER o� OVER FOOTING FILL POST w/ CO Q z CONCRETE •z = 3500 PSI P.C. CONCRETE "' MINIMUM (TYP.) CL ALL PIPES SHALL BE PAINTED TRAFFIC YELLOW 06 CURB CUT N.T.S. �9��n9 �n9 Ping ernriramental 14800 28th Ave. N, Ste 140 Plymouth, Minnesota 55447 C763) 476.6010 telephone (7631476.8532 facsimile www.mfra.com Client BUSINESS IMPACT GROUP Project CHANHASSEN WEST BUSINESS PARK Location C MN GALPIN COURT Certification I 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. Jared F. Jones Registration No. 46610 Date: 01/31/2014 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: Js Drawn: DJD Approved: ii Book / Page: xx /xx Phase: SUBMITTAL Initial Issue: 01/31/2014 Revision History No. Date By Submittal /Revision A 2/19/2014 DJD REVISED PARKING Sheet Title DETAILS Sheet No. Revision C9.01 A Project No. HOU19929 Feb 19, 2014 - 11:26am - User:225 L:\ PROJECTS \HOU19929 \dwg \Civil \Final \19929 -09 DETAILS.dwg �9��n9 �n9 Ping ernriramental 14800 28th Ave. N, Ste 140 Plymouth, Minnesota 55447 C763) 476.6010 telephone (7631476.8532 facsimile www.mfra.com Client BUSINESS IMPACT GROUP Project CHANHASSEN WEST BUSINESS PARK Location C MN GALPIN COURT Certification I 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. Jared F. Jones Registration No. 46610 Date: 01/31/2014 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: Js Drawn: DJD Approved: ii Book / Page: xx /xx Phase: SUBMITTAL Initial Issue: 01/31/2014 Revision History No. Date By Submittal /Revision A 2/19/2014 DJD REVISED PARKING Sheet Title DETAILS Sheet No. R evision C9.02 A Project No. HOU19929 3' -0" W FS DROP LID Tyler No. 6860 7.5' Minimum cover required •� NOTE: W U WATER 3067 —V or equal over top of water main. CONCRETE BLOCK (TV.) -o- ' '° 1— V Grate Shown 2- VB Grate Shown shall be in �_ � o o Mueller No. H -10361 NOTE: Surmountable Curb & Gutter to be transitioned into B618 type - w UJ m a, z °• Bibby- Ste -Croix No. B -5160 PROVIDE VALVE STEM RISERS �� " 0 °oo w a N Sigma No. VB260OW TO WITHIN 6 OF THE SURFACE LO N N _J o U wo! o 1- V Grate shown 2- VB Grates shall be used at all low points. Catchbasin Frame & Grat Neenah R- 3067 —V or VB Grate. IF THE DISTANCE FROM Face of Curb o points. U THE TOP NUT OF THE VALVE TO Direction of Flow Z c ° Neenah R3067 -V casting and q� THE SURFACE IS GREATER THAN 8. Neenah R3067 -V casting and grate or equal. WW QJ v ? 00 in `` grate or equal. Grade TEES w 'n w w X a o a W Minimum of 2 maximum of 5 "" �� ° NOTE Catchbasin to be depressed 2" U D M Minimum 2 5 o Q X N � N TOP h ���' ' Adjust top to 3/4" below >, 6 Conc. collar " PLAN 0 'NIW sL ` � 00 a a � o Tyler Mueller �� No. 6860 26�� No. H -10361 26" grade. Box to be set to provide 12 of adjustment. Neenah R- 3067 —VB shall be used at all low points. o 0 D Q > N J 3 F5 m M W Bibby- Ste -Croix No. VB502 27 ?� Note: > 3 Z W o N N Q concrete or a °� Sigma No. VB63OG �• Conductivity straps to be placed around 0 0 j N HDPE adjusting rings. � o •• ° 6" recast reinforced concrete slab. p Sigma NO.VB630 megalug bolts and welded to water main. c a= a J w •' ° 6 precast reinforced concrete slab. Varies o: J 3 Curb & Gutter Tyler No. 6860 Mueller No. H -10357 .o a w Q . Top of barrel section under top• slab to have flat top edge sealed with CL Q O 3 z J a EXTENSION 2 - 4 -60" Lon Rebarss Each way Bibby- Ste -Croix B -5001 •:: •:�; a� w N o z 2 beads of Ramnek or equal. o N W< a w Tyler No. 58 14 No. 59 1899 Gate valve box, screw type, 3 piece, 5 1/4 shaft, size •• U Cn o " All in manhole to have X No. 60 2499 G box, 7'-6' extended, w i W -4 Varies O Z O Mueller No. 58 1499 #6 round base HYDRANT LEADS °� CL ? a. (n a Z ago `O n " ° P a X Bibby- Ste -Croix No. 59 20 Precast concrete section co +� �' o! o X` ri s5 L ::• :� = c� a VB520 No. 57 9 . GATE VALVE ADAPTER. 1/4 Manhole steps, Neenah R1981 J or " P C) o° w = Precast 5» 3' minimum vi W Q W J - a VB521 No. 58 14 STEEL WITH PROTECTIVE equal, 16 o.c., Aluminum steps _ O D 0 to 1/2" bed of mortar '� m W 0 o n 0 a I= s VB522 �� No. 59 20 COATING, 1 2 RUBBER / approved. c • • 5 Min. Transition m between each and a 3" Grout •'��:, :;;:• '••• ��6'' _ CA 5 O o �`' VB523 No. 60 26" GASKET INSTALLED BETWEEN _ rn 6" thick concrete collar • a W W •m Z - Sigma No. VB630 THE GATE VALVE AND Doghouses shall be grouted on both Q Q _ Z Z ° " ° a. F Z o° ° 0=)O=) ° on outside. J J o w Y J U a Z o a a M Z = N =Woo `� W 3 O W< Z � � a o W BOTTOM Tyler Mueller Bibby- Ste -Croix No. 6860 65" No. H -10361 65" No. VB516 60 GATE VALVE ADAPTER. Mueller or American Flow Control _ : '•* ti ,•• '• • •• %�• • CROSSES • '• � co J M Z_ Z w wo W o v = W u- m a m m Sigma No. VB6302 60" Resiliant• Wedge Valve '• -• � �`' ° - o _ ° �' w Q a m o� N w W Z cn o o: , , J o ��waa � a � = �' �' z Valve and Box to be Conforming to AWWA g C- 515 -80 standards DENOTES MEGALUG o ° OQQO w�U o 3 ° Q } J } 0 o Z Z _ plastic wrapped per with all stainless steel BENDS 3 Q °O�� MLLI Z U QF-o U Ua _ _ Z a Po� BASE section 2.03a 0 nuts &bolts. ° " _ 0 W w��m >()Z D0�00 WN�V =JZ mCN V�o =xa wb_ Jz�a��� each 4 of depth greater than 14', I NOTES: 1. MEGALUGS TO BE USED AT ALL MECHANICAL JOINTS. m Z M U (n0V N FL 0 Z 0 c.. Q Q 3=<< and reinforce with 6 "x6" 10/10 mesh. 2. PLACE CONCRETE BLOCK UNDER ALL GATE VALVES Z O p° 2 i= Z J JUGL J U H m 0 Z w N 0 AND HYDRANTS. 3. THRUST BLOCKING AT ALL TEES, BENDS, AND < Q� Q — QJ(n Z SECTION Grout bottom of manhole to 1/2 ° w ° U ��a_J �U��Q� DaItY the adjusting rings. ~ -•x ��,i, s AT CERTAIN HYDRANTS. 4. ALL FITTINGS, NUTS, AND BOLTS SHALL BE SPRAYED REHM M Cn a X =NCO ~N = N 18 "X18 "X8" concrete block THE MANUFACTURER. S COAL TAR COAT SUPPLIED BY SLEEVES SECTION No drain holes -Ojkw Vr CATCH BASIN 2 X 3 CATCH BASIN 5. Blocking against undisturbed soils. Jqff tw Vr TYPICAL HYDRANT trff tw CURB CONSTRUCTION GATE VALVE AND BOX TYPICAL MEGALUG MANHOLE INSTALLATION INSTALLATION LOCATION REVISED: 2 -08 ENGINEERING DEPARTMENT PLATE NO.: 1004 REVISED: 2 -08 ENGINEERING DEPARTMENT PLATE NO.: 1006 REVISED: 2-08 ENGINEERING DEPARTMENT PLATE NO.: 1009 FILE NAME: G: ENG SPECS 1004 REVISED: 2 -08 ENGINEERING DEPARTMENT PLATE NO.: 3102 REVISED: 2-08 FILE NAME: G: ENG SPECS 1006 ENGINEERING DEPARTMENT PLATE NO.: 3104 REVISED: 2-08 ENGINEERING DEPARTMENT FILE NAME: G: ENG SPECS 1009 FILE LE NAME: ENG SPECS 3101 Feb 19, 2014 - 11:26am - User:225 L:\ PROJECTS \HOU19929 \dwg \Civil \Final \19929 -09 DETAILS.dwg �9��n9 �n9 Ping ernriramental 14800 28th Ave. N, Ste 140 Plymouth, Minnesota 55447 C763) 476.6010 telephone (7631476.8532 facsimile www.mfra.com Client BUSINESS IMPACT GROUP Project CHANHASSEN WEST BUSINESS PARK Location C MN GALPIN COURT Certification I 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. Jared F. Jones Registration No. 46610 Date: 01/31/2014 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: Js Drawn: DJD Approved: ii Book / Page: xx /xx Phase: SUBMITTAL Initial Issue: 01/31/2014 Revision History No. Date By Submittal /Revision A 2/19/2014 DJD REVISED PARKING Sheet Title DETAILS Sheet No. R evision C9.02 A Project No. HOU19929 3' -0" 24 "x36" slab opening for Neenah < %_ NOTE: " �� 24"x36" slab opening for Neenah 3067 —V or equal �° . 'mil` 1— V Grate Shown 2- VB Grate Shown shall be in �_ R3067 —V or equal NOTE: Surmountable Curb & Gutter to be transitioned into B618 type used at all IOW . oints p a at catchbasin. °oo °o NOTE: " p "l N 0 Note: 1- V Grath e sown 2- VB Grates shall be used at all low 0 ® o 1- V Grate shown 2- VB Grates shall be used at all low points. Catchbasin Frame & Grat Neenah R- 3067 —V or VB Grate. y� i h•�- Face of Curb o points. Direction of Flow Neenah R3067 -V casting and q� Neenah R3067 -V casting and grate or equal. grate or equal. i w 'n Minimum of 2 maximum of 5 "" �� ° NOTE Catchbasin to be depressed 2" P LAN Minimum 2 5 3" Radius P LAN concrete adjustment rings with full h ���' ' below design gutter line grade. 6 Conc. collar " PLAN of maximum of -2" concrete adjustment rings with full 6 " Conc. collar beds of mortar. q Neenah R- 3067 —VB shall be used at all low points. Catchbasin casting beds of mortar. Precast Precast concrete or s HDPE adjusting ring. ?� and grate Neenah concrete or �• R3067 -V or equal Grate to be 2" below C° HDPE adjusting rings. `° •• ° 6" recast reinforced concrete slab. p ISOMETRIC Surmountable concrete 3" radius curb box. utter rode. 9 9 •' ° 6 precast reinforced concrete slab. Varies Curb & Gutter No Scale 5 transition each side of catchbasin. . Top of barrel section under top• slab to have flat top edge sealed with 12 16 Top of barrel section below top •slab to have flat top edge sealed with 2 - 4 -60" Lon Rebarss Each way Precast concrete or 2 beads of Ramnek or equal. 2 beads of Ramnek or equal. HDPE adjusting rings. Top of Curb � All in manhole to have All joints in manhole to have "0" Varies E Varies ���oints 0 ring rubber gaskets. �Variies 4 -0 Typ. ring rubber gaskets. Minimum of 2-2". 6 1/2 " 4 -0 Typ. Precast concrete section Precast concrete section maximum of 5 -2" concrete adjusment Varies 24" x 36" " v . NOTES: Z v � 5" Manhole steps, Neenah R1981 J or " P c .- c .- rings allowed with 1 / Precast 5» 3' minimum 5» 1. Doghouses shall be grouted on equal, 16 o.c., Aluminum steps .o •o to 1/2" bed of mortar both the outside and inside. approved. c • • 5 Min. Transition • • c 5 Min. Transition between each and a 3" Grout 2. No block structures are allowed. •0 •0 6" thick concrete collar A. Doghouses shall be grouted on both v Top of v the on outside. 6" Manhole steps, Neenah R1981 J or 16" Aluminum the outside and inside. x Curb 2 w x w equal, o.c., steps ° NOTE: Doghouses shall be routed on both the SECTION �, •�o J:�. o, approved. QQ Q'� No block structures are allowed. _ _ _ •• •. • • •.. • •• _ __ inside and outside. 6„ •�•,• • 4•' �• ' ' ' •• ' Minimum slab thickness, 6 for 14 " " Minimum slab thickness, 6" for 14' depth. Increase thickness 1 for p 0 ° " Design gutter line grade 2 - #4 -60" LONG NOTES: � • ' • ' a each 4 of depth greater than 14', I depth. Increase thickness 1 for Rebars Each wa y 1. Steps shall be provided in all catch basin /manholes and storm sewer manholes. and reinforce with 6 "x6" 10/10 mesh. io 6" each 4 of depth renter than 14 , p g and reinforce with 6 "x6" 10/10 mesh. Frame & Casting 2. Casting to be totally encased in concrete curb section. 3. No block structures are allowed. SECTION Grout bottom of manhole to 1/2 ° SECTION A —A 4. No wood shims are permitted in the adjusting rings. diameter at pipe and slope grout 2 toward invert. No Scale SECTION No drain holes -Ojkw Vr CATCH BASIN 2 X 3 CATCH BASIN CflW CATCH BASIN MANHOLE CURB CONSTRUCTION MANHOLE RECTANGULAR WITH SUMP AT CATCH BASIN REVISED: 2 -08 DEPARTMENT PLATE NO.: 3101 REVISED: 2 -08 ENGINEERING DEPARTMENT PLATE NO.: 3102 REVISED: 2-08 ENGINEERING DEPARTMENT PLATE NO.: 3104 REVISED: 2-08 ENGINEERING DEPARTMENT PLATE NO.: 3106 FILE LE NAME: ENG SPECS 3101 FILE LE NAME: G: ENG SPECS 3102 LE NAME: G: ENG SPECS 3104 FILE : LE NAME: G ENG SPECS 3106 Feb 19, 2014 - 11:26am - User:225 L:\ PROJECTS \HOU19929 \dwg \Civil \Final \19929 -09 DETAILS.dwg �9��n9 �n9 Ping ernriramental 14800 28th Ave. N, Ste 140 Plymouth, Minnesota 55447 C763) 476.6010 telephone (7631476.8532 facsimile www.mfra.com Client BUSINESS IMPACT GROUP Project CHANHASSEN WEST BUSINESS PARK Location C MN GALPIN COURT Certification I 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. Jared F. Jones Registration No. 46610 Date: 01/31/2014 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: Js Drawn: DJD Approved: ii Book / Page: xx /xx Phase: SUBMITTAL Initial Issue: 01/31/2014 Revision History No. Date By Submittal /Revision A 2/19/2014 DJD REVISED PARKING Sheet Title DETAILS Sheet No. R evision C9.02 A Project No. HOU19929 1 1 1 1 1 1 X00 1 1 1 � 1 1 1 1 r r -� z \ ............. ♦s,,,,,,,, \ . ♦,,, ^ • -. • - - ` -' - �r -. ` -' . - • •- ^ �� "- - ` i ` � • - - •••- �� .� - ♦'• �� •••�•••�������� ••• lllllllllll "`lllllllllll"`11111111111` lllllllllll"`AVlvy • "•••••••`•• mac. c° °`` , 03 0 ♦ \ O O O ♦ ♦ ♦ ♦ \ \ \ \ \ \ � ♦ ♦ ♦ `\ \` Q \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ fa 21 1 6 T E ,. roll I„ SOD (TYP.) SOD (TYP.) 1/2 11 GRANITE ROCK (TYP.) PROPOSED BUILDING 1: \\\\ \\p \`` \\C♦` \\� \ \\ 36,240 S.F. ... \�` F F E =964.0 HARDWOOD MULCH TYP. \, RAE INK \`�`♦ 12"-18" RIVER CK (TYP.) \\ EDGING (TYP.)...... \ • . V' i 0 1/2" GRANITE ROCK (TYP.) � �; • HARDWOOD MULCH (TYP.) �" \, `"\ `"; � f • • HARDWOOD MULCH ` \ \ \ J' : S\ ,. `. \ �\ .,.•. c ` \ \ \ ° \ \ ° \ \` ° �`; ...�`° . \ .\ ♦ \ ,cal/ o° 0 c 11 11 \ ' 8—R I t1'E RO K T P. \\ • vmay • \...\\ � � \ "\ . . ......... ___- 'Ni . . . . . . . . .. . . . . . ......... - ......... \ \\ \��, \\ �.o 0 o. L \• A co G doll................ . ............... .......... i CITY LANDSCAPE CODE • PROJECT VALUE /MINIMUM LANDSCAPE VALUE •• PROJECT VALUE +/- $2,000,000 = $30,000 LANDSCAPE VALUE •• BUFFERYARD "D" BETWEEN LL /LD AND OFF / IND PER 100' ••• 5 CANOPY TREES ••• 10 UNDERSTORY TREES ••• 15 SHRUBS AN AN ** NO MOW SEED FORMULA FROM SPECIALTY TURF & AG INC, FREEDOM MIX, AT 200LB /ACRE OR APPROVED EQUAL. - WWW.SPECIALTYTURFAG.COM - 188 - 685 -4521 QUANTITIES SHOWN IN THE PLANTING SCHEDULE ARE FOR THE CONTRACTOR'S CONVENIENCE. CONTRACTOR TO VERIFY QUANTITIES SHOWN ON THE PLAN. NORTH 0 30 60 SCALE IN FEET LANDSCAPE LEGEND KEY BOTANICAL NAME COMMON NAME SIZE ROOT QTY. INSTALL MATURE DECIDUOUS TREES HEIGHT HEIGHT H L Gleditsia triacanthos SHADEMASTER HONEYLOCUST 2.5" BB 3 10' 50' � var. inermis 'Shademaster' ~o �c U H B e' Celtis occidentalis HACKBERRY 2.5" BB 7 15' 50 oz W 0 a W J SM ~ Acer saccharum SUGAR MAPLE 2.5" BB 6 14' 50' � Ln RM Acer rubrum 'Nothwoods' NORTHHWOODS MAPLE 2.5" BB 3 14' 50' ORNAMENTAL TREES Amelanchier x grandiflora AUTUMN BRILLIANCE 1.5" BB 5 8' 20' S • 'Autumn Brilliance' SERVICEBERRY W U o� a�W SS Malus x 'Spring Snow' SPRING SNOW CRABAPPLE 1.5" BB 6 8' 25' J U Q� °C O �� 8, 201 � z TL Syringe Reticulate JAPANESE TREE LILAC 1.5 BB 6 Rg Betula nigra RIVER BIRCH 1.5 BB - 8 25 2 = Jo U EVERGREEN TREES gH • Picea glauca var. Densata BLACK HILLS SPRUCE 6' BB - 6' 40' 2 Feb 19, 2014 - 11:26am - User:225 L:\ PROJECTS \HOU19929 \dwg \Civil \Final \19929 -10 LAND.dwg SEED MIX LEGEND (FOR ALL SHEETS) SYM. TYPE SEED MIX , NATIVE WET PRAIRIE MN SEED MIX 34 -262 (OLD BWSR W3) WITH 'NO MOW FESCUE' WETLAND FRINGE MN SEED MIX 35 -621 (OLD BWSR U6) WITH 'NO MOW FESCUE' •• • • ••` COMMERCIAL TURF -SOD HIGHLAND SOD COMMERCIAL TURF -SEED MN SEED MIX 25 -131 (OLD MNDOT260) W/ "NO MOW FESCUE MIX" HARDWOOD MULCH (NATURAL COLOR) SHREADED HARDWOOD MULCH 1/2" CRUSHED GRANITE CRUSHED QUARRY GRANITE 12 " -18" RIVER ROCK RIVER ROCK o ROCK SHALL NOT BE SMALLER THAT 12" ' M N DOT 260 M N DOT 260 & ALL AREAS DISTURBED BY W/ "NO MOW FESCUE MIX ' CONSTRUCTION NOT INTENDED (USE EROSION CONTROL BLANKET ° SODDED, OR RETENTION BASINS FOR SLOPES OVER 3:1) W �c o oa CB Picea pungens COLORADO BLUE SPRUCE 6' BB - 6' 55' J � �O IIl/j //e SP Pinus sylvestris SCOTCH PINE 6' BB - 6' 50' �� Feb 19, 2014 - 11:26am - User:225 L:\ PROJECTS \HOU19929 \dwg \Civil \Final \19929 -10 LAND.dwg SEED MIX LEGEND (FOR ALL SHEETS) SYM. TYPE SEED MIX , NATIVE WET PRAIRIE MN SEED MIX 34 -262 (OLD BWSR W3) WITH 'NO MOW FESCUE' WETLAND FRINGE MN SEED MIX 35 -621 (OLD BWSR U6) WITH 'NO MOW FESCUE' •• • • ••` COMMERCIAL TURF -SOD HIGHLAND SOD COMMERCIAL TURF -SEED MN SEED MIX 25 -131 (OLD MNDOT260) W/ "NO MOW FESCUE MIX" HARDWOOD MULCH (NATURAL COLOR) SHREADED HARDWOOD MULCH 1/2" CRUSHED GRANITE CRUSHED QUARRY GRANITE 12 " -18" RIVER ROCK RIVER ROCK o ROCK SHALL NOT BE SMALLER THAT 12" ' M N DOT 260 M N DOT 260 & ALL AREAS DISTURBED BY W/ "NO MOW FESCUE MIX ' CONSTRUCTION NOT INTENDED (USE EROSION CONTROL BLANKET ° SODDED, OR RETENTION BASINS FOR SLOPES OVER 3:1) �9��n9 suWn9 Ping ernriramental 14800 28th Ave. N, Ste 140 Plymouth, Minnesota 55447 Cl631476.6010 telephone (7631476.8532 facsimile www.mfra.com Client BUSINESS IMPACT GROUP Project CHANHASSEN WEST BUSINESS PARK Location C MN GALPIN COURT Certification I 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. A� JAMES A. K Registrati 71 Date: 2014/01/31 This ce on is not valid unless wet signed in blue ink. If ap icable, contact us for a wet signed copy of this survey which is available upon request at MFRA, Inc., Plymouth, MN office. Summary Designed: JB Drawn: DJD Approved: JJ Book / Page: xx /xx Phase: SUBMITTAL Initial Issue: 01/31/2014 Revision Helstory No. Date By Submittal /Revision A 2/19/2014 DJD REVISED PARKING Sheet Title SITE LANDCAPE PLAN Sheet No. Revision L1.01 A Project No. HOU19929 . 1 1 1 t ..,`� wv...., ............ .................... \'\' ..... ---------- -- ------ WON- WNI \� .000 .000 �. •- \� \ ... I ......... \N41 Ilk d \\` k\1111 ........................ ....... \ \ \\ V yvv � y \ \\ • yvvv . vvv • \\\ A . \ \ \ \ \ F \ \ \\ k \ .•`OAP \ od SCALE 1" = 10' NORTH / .. �90 \ \\\ \A1 NTRANC SCALE 1" = 10' NORTH ... NOW, SVJ Juniperious Horizoantalis 'Savin' \ Ilk \ \\ - wJ4111111 7 NOW, \ . ,. DBB \ DWARF BURNING BUSH � \ \ \ \ � \ \\. �` Apo• \` -------- - - - - -- ................. \\\ � \...,.......-� ''''� \ \ \ \ NTRANC SCALE 1" = 10' NORTH -- IJ . 1 1 .a . 1 - - - - 1 \ \ \ NTRANC 1 \ \ \\ SCALE 1" = 10' NORTH \ \ \�\ .......... doom- \ s d000m \\ \ `\ 00000 °� \`• , c° \ \\ NTRANC SCALE 1" = 10' \ \ <41 \ \�.. d \ lip xultt ••••�\••• ,Rae< say\\ \ \ \ \ \ \ \\ \ \ \a�������v`\ "��O`\\`„ \ \ \ \\ \\\ \\ NTRANC SCALE 1" = 10' NORTH \ \ \ \ \ \ \ \ \\ .� \ \ \\ ... `\ \ \ \\ ..........; \ ....... .... "I'll", f lf� ........... I'll OM\, &I ONNNINNINNNNNN�-�,- mm-NINN-I N1001, NOW SCALE 1" = 10' NORTH g ENTRANCE DETAIL \` L1.02 scnLe 111 = io' NORTH Feb 19, 2014 - 11:26am - User:225 L:\ PROJECTS \HOU19929 \dwg \Civil \Final \19929 -10 LAND.dwg NORTH LANDSCAPE LEGEND KEY TBOTANICAL NAME COMMON NAME SIZE ROOT QTY. REMARKS INSTALL MATURE SHRUBS HEIGHT HEIGHT SVJ Juniperious Horizoantalis 'Savin' \ #5 \ \\ - wJ4111111 "'JILL, 31x4' . ,. DBB Euonymus alatus 'Compactus' DWARF BURNING BUSH #5 CONT. ,v v�.......,:...............,..� ��v /vvy,..�.. v,........ g ENTRANCE DETAIL \` L1.02 scnLe 111 = io' NORTH Feb 19, 2014 - 11:26am - User:225 L:\ PROJECTS \HOU19929 \dwg \Civil \Final \19929 -10 LAND.dwg NORTH LANDSCAPE LEGEND KEY TBOTANICAL NAME COMMON NAME SIZE ROOT QTY. REMARKS INSTALL MATURE SHRUBS HEIGHT HEIGHT SVJ Juniperious Horizoantalis 'Savin' SAVIN JUNIPER #5 CONT. - 1' 31x4' . ,. DBB Euonymus alatus 'Compactus' DWARF BURNING BUSH #5 CONT. - A 15 4'x4' DBW Salix purpurea 'Nana' DWARF BLUE ARCTIC WILLOW #5 CONT. - 1' 31x4' GLS Rhus aromatics 'Gro -Low' GRO -LOW FRAGRANT SUMAC #5 CONT. - 1' 2.5'x5' • BCA Viburnum trilobum 'Bailey Compact' COMPACT AMERICAN CRANBERRYBUSH #5 CONT. - 15 4'X4' /ViN V AWS Spiraea x bumalda 'Anthony Waterer' ANTHONY WATERER SPIREA #5 CONT. - 15 3'x4' SMS Spiraea nipponica 'Snowmound' SNOWMOUND SPIREA #5 CONT. - 15 31x4' MYS Spiraea thunbergii 'Ogon' MELLOW YELLOW SPIREA #5 CONT. - 1' 31x4' GFS Spiraea x bumalda 'Gold Flame' GOLD FLAME SPIREA #5 CONT. - 1.5' 31x4' 4 TEC Forsythia 'Sunrise' SUNRISE FORSYTHIA #5 CONT. - 15 5'x5' SPF Syringa x "Bailsugar' SUGAR PLUM LILAC #5 CONT. - 15 4'x4' ADk MGH Lonicera x xylosteoides 'Miniglobe' MINIGLOBE HONEYSUCKLE #5 CONT. - 15 4'x4' PERENNIALS KFG Calamagrostis acutiflora'Karl Foerster' KARL FOERSTER FEATHER REED GRASS #1 CONT. - PLANT 2' O.C. 6" 4'X2' PDS Sporobolus heterolepis PRAIRIE DROPSEED #1 CONT. - PLANT 2' O.C. 6" 2'x2' • 1 BDL Hemerocallis 'Baja' BAJA DAYLILY #1 CONT. - RED FLOWER 6" 2'x1.5' PMD Hemerocallis'Pardon Me' PARDON ME DAYLILY #1 CONT. - YELLOW FLOWER 6" 1.5'x1.5' SDD Hemerocallis 'Stella d'Oro' STELLA D'ORO DAYLILY #1 CONT. - YELLOW FLOWER 6" 1.5'x1.5' WLC Nepeta x faasenii 'Walker's Low' WALKER'S LOW CATMINT #1 CONT. = PURPLE FLOWER 6" 1'x1' Sly BES Rudbeckia fulgida 'Goldsturm' BLACK EYED SUSAN #1 CONT. - YELLOW FLOWER 6" 1.5'x1.5' a4p KBL Liatris spicata 'Kobold' KOBOLD LIATRIS #1 CONT. - PURPLE FLOWER 6" 1.5'x1.5' 9 HST Hosta sp. HOSTA #1 CONT. - WHITE FLOWER 6" 1'x1' QUANTITIES SHOWN IN THE PLANTING SCHEDULE ARE FOR THE CONTRACTOR'S CONVENIENCE. CONTRACTOR TO VERIFY QUANTITIES SHOWN ON THE PLAN. � •••� ••� � � � �` 1111111➢11`• 11111111111`�� lmc... 'i«� . ...fin . - - •�- ••�`••�••- RRRRRI` ftRRRRC` RRRRRC` IRRRRIR ♦RRRRIiI. RR�� N • "����vv vvv vvv \ \\ \\\\ ... \ \N, kk\\\\\) �\ \ g A I \ \\ \ -40V \�\ x yv wvvv� °° vv` \ \\ \\ \ ............ ... �e..... �\ .......................... \ \ V v . \\011 \\\\\\\\\ .ter \�.... SCALE 1" = 10' NORTH e9imdn9 su*n9 Ping ernriramental 14800 28th Ave. N, Ste 140 Plymouth, Minnesota 55447 C763) 476.6010 telephone (7631476.8532 facsimile www.mfra.com Client BUSINESS IMPACT GROUP Project CHANHASSEN WEST BUSINESS PARK Location C MN GALPIN COURT Certification I hereby certify that this survey, plan or report was prepared by me or under my direct supervision and that I am a duly Licensed LANDS E ARCHITECT under the laws of the e f Minnesota. JAM KES Reglstra n No. 45071 Date: 2014/01/31 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. ummary Designed: JB Drawn: DJD Approved: JJ Book / Page: xx /xx Phase: SUBMITTAL Initial Issue: 01/31/2014 Revision Helstory No. Date By Submittal / Revision A 2/19/2014 DJD REVISED PARKING Sheet T*Itle 11111111liq J1 J!, DETAILS �� ��:.:,� \\ ........... ,, \\\o lip ZN\ . ,. \\ . 11 :._. A STM SCALE 1" = 10' NORTH e9imdn9 su*n9 Ping ernriramental 14800 28th Ave. N, Ste 140 Plymouth, Minnesota 55447 C763) 476.6010 telephone (7631476.8532 facsimile www.mfra.com Client BUSINESS IMPACT GROUP Project CHANHASSEN WEST BUSINESS PARK Location C MN GALPIN COURT Certification I hereby certify that this survey, plan or report was prepared by me or under my direct supervision and that I am a duly Licensed LANDS E ARCHITECT under the laws of the e f Minnesota. JAM KES Reglstra n No. 45071 Date: 2014/01/31 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. ummary Designed: JB Drawn: DJD Approved: JJ Book / Page: xx /xx Phase: SUBMITTAL Initial Issue: 01/31/2014 Revision Helstory No. Date By Submittal / Revision A 2/19/2014 DJD REVISED PARKING Sheet T*Itle 11111111liq J1 J!, DETAILS �1 ....12N ............. ..18�.................... 60 b PX DESIGN BUILD IRRIGATION PARAMETERS � IRRIGATION NOTES 1. CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR LANDSCAPE ARCHITECT APPROVAL IN ACCORDANCE WITH PROJECT MANUAL. SHOP DRAWINGS SHALL INCLUDE ACCURATE LAYOUT OF SYSTEM INCLUDING BUT NOT LIMITED TO LOCATIONS SIZES, AND PRODUCT/MATERIAL TYPE USED FOR COMPLETE IRRIGATION SYSTEM. POP -UP SPRAY AND ROTOR IRRIGATION SHALL HAVE HEAD -TO -HEAD COVERAGE. SYSTEM SHALL BE WINTERIZED(BLOWN -OUP AFTER THE FIRST OPERATIONAL SEASON AND SHALL PROVIDE STARTUP THE FOLLOWING SPRING. IRRIGATION SHALL HAVE 1W0 -YEAR WARRANTY ON PARTS AND LABOR FOLLOWING INSTALLATION APPROVAL BY OWNER. 2. CONTRACTOR TO VERIFY LOCATION OF ALL UNDERGROUND /ABOVE GROUND FACILITIES PRIOR TO ANY IXCAVA110N /INSTALLATION. ANY DAMAGE TO UNDERGROUND /ABOVE GROUND FACILITIES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND COSTS ASSOCIATED WITH CORRECTING DAMAGES SHALL BE BORNE ENTIRELY BY THE CONTRACTOR. 3. SERVICE EQUIPMENT AND INSTALLATION SHALL BE PER LOCAL UTILITY COMPANY STANDARDS AND SHALL BE PER NATIONAL AND LOCAL CODES. EXACT LOCATION OF SERVICE EQUIPMENT SHALL BE COORDINATED WITH THE LANDSCAPE ARCHITECT OR EQUIVALENT AT THE PROJECT SITE. 4. THIS DESIGN IS TO BE BASED ON THE PRESSURE AND VOLUME OF STATIC, RESIDUAL, AND FLOW. SUBMIT CRITICAL ANALYSIS WITH THE SHOP DRAWINGS. IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE TO FIELD VERIFY THE INFORMATION. 5. THE IRRIGATION CONTRACTOR SHALL ARRANGE FOR ANY NECESSARY PERMITS AND /OR INSPECTIONS REQUIRED BY LOCAL AGENCIES OR ORDINANCES DURING THE COURSE OF CONSTRUCTION. 6. THIS IRRIGATION DESIGN SHOWS NECESSARY MATERIALS, BUT CERTAIN OTHER MATERIALS MAY HAVE TO BE SUPPLIED AND INSTALLED BY THE IRRIGATION CONTRACTOR IN ORDER TO HAVE, UPON COMPLETION, A FULLY OPERATIONAL IRRIGATION SYSTEM. 7. ALL PVC PIPING UNDER CONTINUOUS PRESSURE SHALL BE CLASS 200, ALL OTHER PVC SHALL BE CLASS 160. 8. ALL MAIN LINES SHALL BE 18" BELOW FINISHED GRADE. 9. ALL LATERAL LINES SHALL BE 12' BELOW FINISHED GRADE. 10. ALL EXPOSED PVC RISERS, IF ANY, SHALL BE GRAY IN COLOR. 11. CONTRACTOR SHALL VERIFY LOCATIONS, SIZES, AND DEPTH OF SLEEVES PRIOR TO CONSTRUCTION 12. FABRICATE ALL PIPE TO MANUFACTURER'S SPECIFICATIONS WITH CLEAN AND SQUARE CUT JOINTS. USE QUALITY GRADE PRIMER AND SOLVENT CEMENT FORMULATED FOR INTENDED TYPE OF CONNECTION. 13. BACKFlLL ALL TRENCHES WITH SOIL FREE OF SHARP OBJECTS AND DEBRIS. 14. ALL VALVE BOXES AND COVERS IN TURF AREAS SHALL BE GREEN IN COLOR. ALL VALVE BOXES ON PLANTING BEDS SHALL BE TAN IN COLOR. 15. GROUP VALVE BOXES TOGETHER FOR EASE WHEN SERVICE IS REQUIRED. LOCATE IN PLANT BED AREAS WHENEVER POSSIBLE. 16. IRRIGATION CONTROLLER LOCATION SHALL BE VERIFIED ON -SITE WITH OWNER'S REPRESENTATIVE, SUBMIT LOCATION IN IN SHOP DRAWINGS. 17. CONTROL WIRES: 14 GAUGE, DIRECT BURIAL. SOLID COPPER IRRIGATION WIRE. RUN UNDER MAIN LINE (#12 FOR RUNS OVER 2000 -FEES. USE MOISTURE -PROOF SPLICES AND SPLICE ONLY AT VALVES OR PULL BOXES. RUN SEPARATE HOT AND COMMON WIRE TO EACH VALVE AND ONE (1) SPARE WIRE AND GROUND TO FURTHEST VALVE FROM CONTROLLER. LABEL OR COLOR CODE ALL WIRES. 18. AVOID OVERSPRAY ON BUILDINGS, PAVEMENT, WALLS AND ROADWAYS BY INDIVIDUALLY ADJUSTING RADIUS OR ARC ON SPRINKLER HEADS AND FLOW CONTROL ON AUTOMATIC VALVE. 19. ADJUST PRESSURE AT VALVES FOR OPTIMUM PRESSURE ON SITE. 20. USE SCREENS IN ALL HEADS. 21. CONTRACTOR SHALL SUPPLY RECORD DRAWINGS OF IRRIGATION SYSTEM AT THE TIME OF COMPLEf10N TO OWNER'S REPRESENTATIVE. A SET OF RECORD DRAWINGS SHALL BE MAINTAINED ON -SITE AT ALL TIMES IN AN UPDATED CONDITION. 22. ALL PIPE 2" AND OVER SHALL HAVE THRUST BLOCKING AT EACH TURN PER INDUSTRY STANDARD. 23. ALL AUTOMATIC REMOTE CONTROL VALVES WILL HAVE 3" MINIMUM DEPTH OF 3/4" WASHED GRAVEL UNDERNEATH VALVE AND VALVE BOX. GRAVEL SHALL EXTENT 3" BEYOND PERIMETER OF VALVE BOX. THERE SHALL BE A 3" MINIMUM SPACE BETWEEN BOTTOM OF VALVE BOX COVER AND TOP OF VALVE STRUCTURE. 24. THE IRRIGA110N PIPING SHALL BE SEPARATE FROM THE DOMESTIC WATER SUPPLY IN THE MECHANICAL ROOM. THE IRRIGATION SUPPLY LINE SHALL HAVE ITS OWN WATER METER AND BACKFLOW DEVICE IN ACCORDANCE WITH THE CITY REQUIREMENTS. 25. PLACE DIFFERENT AMENITIES ON SEPARATE ZONES. THE FOLLOWING AREAS ARE TO BE IRRIGATED. •• TURF AREAS •• GRASS PAVER AREAS •• MULCHED AREAS •• FILTRATION BASIN (ON SEPARATE ZONE THAT MAY BE TURNED OFF AFTER ESTABLISHMENT) Feb 19, 2014 - 11:26am - User:225 L:\ PROJECTS \HOU19929 \dwg \Civil \Final \19929 -10 LAND.dwg SCALE 1 " = 30' � IRRIGATION LEGEND K IRRIGATION CONTROLLER: HUNTER ICC WITH SOLAR SYNC CONTROLLER. WALL MOUNTED INSIDE BUILDING, PROVIDE SHOP DRAWINGS TO SHOW TYPE AND LOCATION RAIN SENSOR: HUNTER RAIN /FREQE -CLJK. INSTALL OUTSIDE CONTROLLER ROOM. ONE RAIN -CLJK PER CONTROLLER. �i DESIGN PRESSURE: PSI - ELECTRIC ZONE VALVES: HUNTER ICV WITH ACCU -SET PRESSURE REGULATOR. -POP UP ROTOR HEADS: HUNTER MP ROTORS, NO SPRAY HEADS ALLOWED. -POP UP ROTOR HEADS: HUNTER 4" POP -UP 1 -20 ULTRA SHRUBS /GRASSES /PRENNIALS /ANNUALS: - ELECTRIC ZONE VALVE: HUNTER ICZ -101. INSTITUTIONAL CONTROL ZONE KIT, 1" CONTROL ZONE VALVE WITH 1" HY10OWYE FILTER AND 25 PSI HIGH -FLOW REGULATOR. - DRIPLINE IRRIGATION: RAINBIRD LD- 09 -18. DRIPLINE WITH 0.92 GPH EMITTERS AT 18" O.C. DRIPLINE LATERALS SPACES AT 18" O.C. APART WITH EMITTERS OFFSET FOR TRIANGULAR PATTERN. CRITICAL ANALYSIS (TO BE PLACES IN SUBMRTED SHOP DRAWINGS) FLOW AVAILABLE -(PSI) - WATER METER SIZE - STATIC PRESSURE AT POC -(PSI) - FLOW AVAILABLE AT POC -(GPM) - IRRIGATION SLEEVES - 2X THE SIZE OF THE LINE BEING ACCOMMODATED 1" QUICK COUPLING VALVE: RAIN BIRD MODEL 7, PLACE 1 IN THE SOD AREA PLANTING BED DRIP LINE SYSTEM - RAINBIRD LD- 09 -18. DRIPLINE \� LATERAL SPACING 18" O.C. APART. 12" O.C. IS ACCEPTABLE IF AREA CANNOT ACCOMMODATE 18" O.C. MATCH PRECIP THROUGHOUT ZONE. PVC MAINLINE. DRIP VALVE / FILTER / REGULATOR. TYPICAL OFFSET 2" FROM HARDSCAPE, 4" FROM PLANTED H END FEED EXAMPLE TYPICAL Far ,eons a COMPRESSION COUPLER. 1" SCH 40 PVC LITERAL PIPE. 7 Jim POLYETHYLENE OR PVC HEADER. - TYPICAL COMPRESSION FITTING. DRIPLINE SPACING AS NOTED. AIR RELIEF VALVE AT- HIGH POINT, IF INDICATED. TYPICAL DRIP LINE - WITH EMITTER SPACING AS NOTED. TIE DOWN STAKE AT ALL TEES, ELLS, AND 2' O.0 (MAX). FLUSH VALVE OR CAP AT LOW END, AS NOTED. 1 a O z G D n ton I Z 0 Q0 goo `� POP -UP MP ROTATOR OPERATION INDICATOR - ALL ZONES ....12N ............. ..18�.................... ........................ SLOPED CONDITION NOTE: MAXIMUM LATERAL LENGTH (FEET) SPACING 1. INSTALL AIR RELIEF ........................... .EMITIER...FLOW \ RATE ... GPH ............. ............................... .67 GPM VALVE AT HIGHEST 0.9 GPH 1.5 GPM .0 GPM 5 GPM POINT. 12" SPACING 18" SPACING 4" SPACING 2. SPACING AS NOTED ON PSI 0.6 0.9 0.6 0.9 6 0.9 TOP % OF SLOPE. I 3. SPACING AT BOTTOM Yj 10 125 96 175 135 218 171 AS NOTED PLUS 25X. 20 249 191 350 171 442 340 I 4. WHEN ELEVATION 30 40 307 236 350 268 434 333 495 380 550 422 627 171 CHANGE IS 10 FT OR MORE, ZONE BOTTOM 50 60 '25 96 125 96 175 135 175 135 218 171 218 171 YjSEPARATELY. ............................................................................................................................................................. ............................... I GRID PRECIPITATION RATES (IN /HR) MAXIMUM FLOW PER ZONE « ............................ I «............................ «...ITTER «.. FLOW... RATE...........; «.. ............................... MAX «.GPM «.........PSI....LOSS «... EMITTER LATERAL I SPACING SPACING 0.6 0.9 1 SCHEDULE 40 PVC HEADER SIZE 1 11r 4.7 GPM 7.7 PSI I 12 12 0.96 .44 3/4" 8.3 GPM 5.6 PSI 18 18 0.69 .03 in 13.5 GPM 4.2 PSI I .24 .............. «........24............ .............0.28.............. 0 .41............................ 1 -1 /2" 33.9 GPM 2.9 PSI 2" 52.4 GPM 1.9 PSI LATERAL FLOW PER 100 FT (GPMI ..EMITTER ... ....12N ............. ..18�.................... ........................ FLOW SPACING SPACING ACING 0.6 GPH 1.0 GPM .67 GPM 0 GPM t 0.9 GPH 1.5 GPM .0 GPM 5 GPM CENTER FEED EXAMPLE DRIP LINE TYPICAL LAYOUT 3/4" DISC FILTER PVC MAINLINE REMOTE CONTROL I VALVE 1" FPT 314" PRV 45 PSI LF '* ' 2" JINIM'UM . CLEARANCE +' O 0 0 0 O O O 0 C;5 CFP 01 0 BRICK SUPPORT 1 CU. FT. PEA (1- EA. CORNER) GRAVEL SUMP O O O O 0 O 0 0 0 0 0 0 Lf 0 0P 1" x 3/4" SCH 40 12" x 18" RED BUSHING TxT VALVE BOX N.T.S. PVC OR POLY LATERAL LINE LOW FLOW ZONE CONTROL VALVE KIT N.T.S. FINISH GRADE - TURF TO SYSTEM SH GRADE/TOP OF MULCH ITER MPR ROTAR SPRINKLER: NG ASSEMBLY: JN BIRD MODEL SA 6050 t APPROVED EQUAL SCH 40 TEE OR ELL LATERAL PIPE N.T.S. 030-INCH LINEAR LENGTH OF WIRE, COILED @WATER PROOF CONNECTION (1 OF 2) O3 ID TAG O4 VALVE BOX WITH COVER: 12 -INCH SIZE O5 FINISH GRADE/TOP OF MULCH O6 REMOTE CONTROL VALVE: O7 PVC SCH 40 NIPPLE (CLOSE) O8 PVC SCH 40 ELL O9 PVC SCH 40 NIPPLE (LENGTH AS REQUIRED) 10 BRICK (1 OF 4) 11 PVC MAINLINE PIPE @SCH 40 NIPPLE (2 -INCH LENGTH. HIDDEN) AND SCH 40 ELL 13 PVC SCH 40 TEE OR ELL 14 PVC SCH 40 MALE ADAPTER 15 PVC LATERAL PIPE 16 3.0 -INCH MINIMUM DEPTH OF 3/4 -INCH WASHED GRAVEL REMOTE CONTROL VALVE r ZONE VALVE N.T.S. CONTROL WIRES - PROVIDE A MINIMUM OF 36" OF SLACK 0 VALVES CARSON VALVE BOX & COVER. ALL VALVE BOXES SHALL BE PERMANENTLY LABELED WITH VALVE ID. PAVER VALVE BOX SUPPORTS - TYP. ALL VALVES MAIN LINE 3" MIN. GRAVEL BASE - TYP. ALL VALVES N.T.S. "inwn9 sur"n9 Ping ernriramental 14800 28th Ave. N, Ste 140 Plymouth, Minnesota 55447 Cl631476.6010 telephone (7631476.8532 facsimile www.mfra.com Client BUSINESS IMPACT GROUP Project CHANHASSEN WEST BUSINESS PARK Location CHANHASSEN, MN GALPIN COURT Summary Designed: Js Approved: ii Phase: SUBMITTAL Revisio n No. Date By A 2/19/2014 DJD Drawn: DJD Book / Page: xx /xx Initial Issue: 01/31/2014 History Submittal /Revision REVISED PARKING Sheet Title IRRIGATION DESIGN BUILD REQUIREMENTS Sheet No. Revision L2.01 A Project No. HOU19929 Proposed u inn;i.,q.,qp.n west E :F4 N ,7!fififfiTi ---- - - - - -- -film f t i 1 0+11 ov AV IL o � Y ' � � � � � ,• /� � %i / / / /l//� iii — _ cb, � Lf S S S S ■ S S S S S Lei, 4_' existing entrunclu kto J PwuEcT FxAumuE - auLm uwmFuLa / uAmmn ezrRANcF* OL111[o Mc 10 . I I II 3Y THE UENERAL GUNTRAGTUR AND THE OWNER. ANY DISCREPANCIES BETWEEN PLANS AND FIELD CONDITIONS WHICH REQUIF rHE CONTRACTOR TO CHOOSE DNE METHOD, DIMENSION DR MATERIAL OVER ANOTHER ARE TO 3E BROUGHT TO THE ATTENTION OF THE ARCHITECT 3EFORE WORK IS STARTED, FOR CLARIFICATION_ SITE PLAN SUBMITTAL 11julli i. PL SUBM. ADJUSTMENTS 2.19.1 31D SET ;D SET JOB# 13 -55 DATE nRAWN LH ALD a P Plan C C C 45' -0" 45' -0" 45' -0° 328' -0" 40' -0" 40' -0" 40$-0° 40' -0" s 33' -0" !O r� MAIN FLOOR PLAN SCALE: 1/16" = 1' -0" Ilk N PFA 14 P 367$ -0" U Q 33' -0" � K oe �O w w 0 I w V' (:2 ) i r2--\,2nd FLOOR PLAN � SCALE: 1/16" = 1' -0" ARCHITECT: HOUWMAN ARCHITECTS 31572 SNOWBALL ROAD PENGILLY, MN 55775 651- 631 -0200 OFFICE 218 - 929 -9171 BRIANWHOUWMAN @YAHOO.COM PROJECT LOCATION: 2410 Galpin Court Chanhassen, IMIN 55317 BUILDING OWNER: Business Nonni Impact Group 2411 Galpin Court Suite 120 Chanhassen, MN 55317 GENERAL CONTRACTOR: NOTE: THIS SET OF PLANS IS FOR A DESIGN -BUILD PROJECT. ANY INFORMATION NOT CLARIFIED BY MANUFACTURER, PERFORMANCE REQUIREMENTS OR DETAILS ON THIS PLAN SET ARE TO BE DETERMINED BY THE GENERAL CONTRACTOR AND THE OWNER. ANY DISCREPANCIES BETWEEN PLANS AND FIELD CONDITIONS WHICH REQUIRE THE CONTRACTOR TO CHOOSE ONE METHOD, DIMENSION OR MATERIAL OVER ANOTHER ARE TO BE BROUGHT TO THE ATTENTION OF THE ARCHITECT BEFORE WORK IS STARTED, FOR CLARIFICATION. SITE PLAN SUBMITTAL 1.30.14 S. PL SUBM. ADJUSTMENTS 2.19.14 BID SET CD SET JOB# 13 -55 DATE DRAWN LH CHECKED BH Floor Plans A24, 0 I \ \ I I \ I \ L n �rrQ ra .--- r � - ra r ra r ra MOP arm■ �.�■ arm■ roc rarr � i � � �r �� r �rrQ - - \ �'- L n -moo arm■ , � :�■ arm■ i�oc r.arAw - , , :nom- ��:.= .:_'qc ar�■ r�a�. a:rm4G ■ 0 0 0 0 0 ■■ ■/ I ■ ■■ � ■■ ■■ ■■ ■■ ■■ ■■ wa imw �r: r �- �: a �' ►` �' r \ I \ �'�► r rL L n L n a s■ r� s■ a s■ r� -EWE.. L n aj ■■ ■ ■� ■■ ■■ ■■ ■■ ■■ ■ ■= ■■ ■■ ■■ ■■ ■■ ■■ \ �► .ter � oa: mop doar mop EEC= rra. ! %H 6a + ! E 1 • • oo e © 1 _ o • • _ter: • • o ��-- �� L�-- rr. - -rr.� 'S rates f� -af- -af- -ao�s o� - - a d �� - -- +«j�oaa� ice: I � I L i I \ I nwall] 101911Ll IMN101 6q%w=bwl Z� l 11101 L11 I NORtH E FACING WF to 0 00 r7---�S EAST VIEW ���Nn srai F 8 SOUTH E A MO No sra[E CEMENTS UK UETJ 'LAN SET ARE rO BE DETERMINED 3Y THE GENERAL CONTRACTOR AND THE OWNER. ANY DISCREPANCIES BETWEEN PLANS AND FIELD CONDITIONS WHICH REQUIF rHE CONTRACTOR TO CHOOSE DNE METHOD, DIMENSION DR MATERIAL OVER ANOTHER ARE TO 3E BROUGHT TO THE ATTENTION OF THE ARCHITECT 3EFORE WORK IS STARTED, FOR CLARIFICATION- SITE PLAN SUBMITTAL I 'jull i i. PL SUBM. ADJUSTMENTS 2.19.1 31D SET :o RFT JUBA DATE IRAI I d error Lievutiorl. A \3..- 1. 0