Loading...
HomeMy WebLinkAboutPC APP 4821 TWIN LAKE AVER I 060628 10/118/21 GLOBAL CONSTRUCTION ADVANCE SURVEYING & ENGINEERING CO. 5300 S. Hwy. No. 101 Minnetonka, MN 55345 Phone (952) 474-7964 Fax (952) 474-8267 SURVEY FOR: GLOBAL CONSTRUCTION SURVEYED: July, 2006 DRAFTED: July 12, 2006 REVISED: December 12, 2006 to add easement per doe. no. 3286377 LEGAL DESCRIPTION: That part of Lot 4 lying North of the South 8 feet thereof AND the South half of Lot 5, Block 5, Hennepin County, Minnesota. LIMITATIONS & NOTES: 1. Showing the length and direction of boundary lines of the above legal description. The scope of our services does not include determining what you own, which is a legal matter. Please check the legal description with your records or consult with competent legal counsel, if necessary, to make sure that it is correct, and that any matters of record, such as easements, that you wish shown on the survey, have been shown. 2. Showing the location of existing improvements we deemed important. 3. Setting new monuments or verifying old monuments to mark the corners of the property. 4. Showing elevations on the site at selected locations to give some indication of the topography of the site. The elevations shown relate only to the benchmark provided on this survey. Use that benchmark and check at least one other feature shown on the map when determining other elevations for use on this site. STANDARD SYMBOLS & CONVENTIONS: "• " Denotes 1/2" ID pipe with plastic plug bearing State License Number 9235, set, unless otherwise noted. I hereby certify that this plan, specification, report or survey was prepared by me or under my direct supervision and that I am a licensed Professional Engineer and Professional Surveyor under the laws of the State of Minnesota. am s H. Parker P.E. & P.S. No. 9235 GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) - ---- 11 ' / --- -—- - - ----- I / c I / 1, FOUND I \\ \ 1 I GARAGE I '� EXISTING DWELLING ` WV 1 \ 1 N 8901'27" W 'I \ — 1 1 --1 5j E o CFO D IRON \ w 1 \ m 15.00 1 \ ne' / T. �7 E } 46!25 ; I WV L [/ / W0 ' SEWER IMANHOLE ` /21. I i54. .mod I \ m 3.0 ' W � Y / I 1' I �' N GARAGE v 1 EXISTING DWELLING 'c I \l'P \ \ �I \� 2 33 UD 16.2/ i38.3' 225001 47.33. 11\CPO ° W I 1 00 (11�. --860. I r S \\ `'y O I 0 1 ♦ awe O� SOIL B RING \` O ♦ 0. 1 I Z 1 \� ♦ I r 1 \\.\� Z I Lc^ x Mai I _c ♦ 1\ I . ` . % / I 11 \` I \ � i 1 i \ C4 /SOIL BORING / T W 1� o ` C,jIJ l EASEMENT PER DOC. \ ♦` \\I NO. 3290059 -.-100 1R FLOOD LINE \ I \ I La' A I FOUND IRON I I N 1 II 21.17 12.50 I 22f / 00 I ` r S 89'02'20" E I I SEWER LINE --,' - I 1 i 1 W I� �I 1 I i 1 I GARAGE I , ii EXISTING i 1 i I BUILDING I l� 1 I I T 5 L C/ a 1 1 ! <` BENCHMARK, TOP NUT HYDRANT mm ELEV. 857.0 '1W ,0#26! NO. 06'06',28 By Brooklyn Center Punning, C01111rl6sion Date f �Chmn. � t✓ I U'7Ee.aIMED CITY OF BROOKLM' UNTSi1 G E N E R A L 1. COMPLY WITH THE WORK SAFETY PRACTICES SPECIFIED BY THE OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA). COMPLY WITH ALL APPLICABLE LOCAL, STATE, AND FEDERAL SAFETY REGULATIONS. OSHA PROHIBITS ENTRY INTO "CONFINED SPACES," SUCH AS MANHOLES AND INLETS (SEE 29 CFR SECTION 1910.146), WITHOUT UNDERTAKING CERTAIN SPECIFIC PRACTICES AND PROCEDURES. CONSTRUCTION SAFETY IS SOLELY THE RESPONSIBILITY OF THE CONTRACTOR, WHO IS ALSO SOLELY RESPONSIBLE FOR THE MEANS, METHODS, AND SEQUENCING OF THE CONSTRUCTION OPERATIONS. 2. EXISTING BOUNDARY, LOCATION, TOPOGRAPHIC, AND UTILITY INFORMATION SHOWN ON THIS PLAN IS FROM A FIELD SURVEY BY ADVANCE SURVEYING AND ENGINEERING CO., JULY 12, 2006. 3. NOT USED 4. PERFORM ALL CONSTRUCTION WORK IN ACCORDANCE WITH STATE AND LOCAL REQUIREMENTS. 5. THE CONTRACTOR SHALL PROVIDE AND BE RESPONSIBLE FOR THE STAKING. VERIFY ALL PLAN AND DETAIL DIMENSIONS PRIOR TO CONSTRUCTION STAKING. 6. PROVIDE TEMPORARY FENCES, BARRICADES, COVERINGS, AND OTHER PROTECTIONS IN ORDER TO PRESERVE EXISTING ITEMS TO REMAIN, AND TO PREVENT INJURY OR DAMAGE TO PERSON OR PROPERTY. 7. NOT USED 8. TESTING AND INSPECTIONS: ALL PLUMBING INSTALLATIONS, INCLUDING WATER AND SEWER SERVICES, MUST BE TESTED AND INSPECTED IN ACCORDANCE WITH THE REQUIREMENTS OF THE MINNESOTA PLUMBING CODE (MINNESOTA RULES CHAPTER 4715). COORDINATE TESTING AND INSPECTION WITH THE STATE HEALTH DEPARTMENT AND THE CITY PUBLIC WORKS DEPARTMENT. NO DRAINAGE OR PLUMBING WORK MAY BE COVERED PRIOR TO COMPLETING THE REQUIRED TESTS AND INSPECTIONS. 9. PERFORM TRENCH EXCAVATIONS FOR ALL UTILITIES IN ACCORDANCE WITH THE REQUIREMENTS OF O.S.H.A. 29 CFR, PART 1926, SUBPART P, "EXCAVATIONS AND TRENCHES." (WWW.OSHA.GOV) 10. CONTACT UTILITY COMPANIES FOR LOCATIONS OF ALL PUBLIC AND PRIVATE UTILITIES WITHIN THE WORK AREA PRIOR TO BEGINNING CONSTRUCTION. CONTACT GOPHER STATE ONE CALL AT (651) 454-0002 IN THE MINNEAPOLIS/ST. PAUL METRO AREA, OR 1-800-252-1166 ELSEWHERE IN MINNESOTA FOR EXACT LOCATIONS OF EXISTING UTILITIES AT LEAST 48 WORKING HOURS (NOT INCLUDING WEEKENDS AND HOLIDAYS) BEFORE BEGINNING ANY CONSTRUCTION IN ACCORDANCE WITH MINNESOTA STATUTE 216D. OBTAIN TICKET NUMBER AND MEET WITH REPRESENTATIVES OF THE VARIOUS UTILITIES AT THE SITE. PROVIDE THE OWNER WITH THE TICKET NUMBER INFORMATION. GOPHER STATE ONE CALL IS A FREE SERVICE THAT LOCATES MUNICIPAL AND UTILITY COMPANY LINES, BUT DOES NOT LOCATE PRIVATE UTILITY LINES. USE AN INDEPENDENT LOCATOR SERVICE OR OTHER MEANS IN ORDER TO OBTAIN LOCATIONS OF PRIVATE UTILITY LINES INCLUDING, BUT NOT LIMITED TO, UNDERGROUND ELECTRIC CABLES, TELEPHONE, TV, AND LAWN SPRINKLER LINES. 11. POTHOLE TO VERIFY THE POSITIONS OF EXISTING UNDERGROUND FACILITIES AT A SUFFICIENT NUMBER OF LOCATIONS IN ORDER TO ASSURE THAT NO CONFLICT WITH THE PROPOSED WORK EXISTS AND THAT SUFFICIENT CLEARANCE IS AVAILABLE. 12. WHERE EXISTING GAS, ELECTRIC, CABLE, OR TELEPHONE UTILITIES CONFLICT WITH THE WORK, COORDINATE THE ABANDONMENT, RELOCATION, OFFSET, OR SUPPORT OF THE EXISTING UTILITIES WITH THE APPROPRIATE LOCAL UTILITY COMPANIES, COORDINATE NEW GAS METER AND GAS LINE INSTALLATION, ELECTRIC METER AND ELECTRIC SERVICE INSTALLATION, CABLE SERVICE, AND TELEPHONE SERVICE INSTALLATION WITH THE LOCAL UTILITY COMPANIES. 13. ARRANGE FOR AND SECURE SUITABLE DISPOSAL AREAS OFF -SITE. DISPOSE OF ALL EXCESS SOIL, WASTE MATERIAL, DEBRIS, AND ALL MATERIALS NOT DESIGNATED FOR SALVAGE. WASTE MATERIAL AND DEBRIS INCLUDES TREES, STUMPS, PIPE, CONCRETE, ASPHALTIC CONCRETE, CANS, OR OTHER WASTE MATERIAL FROM THE CONSTRUCTION OPERATIONS. OBTAIN THE RIGHTS TO ANY WASTE AREA FOR DISPOSAL OF UNSUITABLE OR SURPLUS MATERIAL EITHER SHOWN OR NOT SHOWN ON THE PLANS. ALL WORK IN DISPOSING OF SUCH MATERIAL SHALL BE CONSIDERED INCIDENTAL TO THE WORK. ALL DISPOSAL MUST CONFORM TO APPLICABLE SOLID WASTE DISPOSAL PERMIT REGULATIONS. OBTAIN ALL NECESSARY PERMITS AT NO COST TO THE OWNER. 14. STRAIGHT LINE SAW -CUT EXISTING BITUMINOUS OR CONCRETE SURFACING AT THE PERIMETER OF PAVEMENT REMOVAL AREAS. USE SAWS THAT PROVIDE WATER TO THE BLADE. TACK, AND MATCH ALL CONNECTIONS TO EXISTING BITUMINOUS PAVEMENT, 15. RELOCATE OVERHEAD POWER, TELEPHONE, AND CABLE LINES AS REQUIRED. ABANDON AND REPORT EXISTING ON -SITE WELLS AND SEPTIC SYSTEMS IN ACCORDANCE WITH MINNESOTA DEPARTMENT OF HEALTH (MDH) REQUIREMENTS. 16. ALL MATERIALS REQUIRED FOR THIS WORK SHALL BE NEW MATERIAL CONFORMING TO THE REQUIREMENTS FOR CLASS, KIND, GRADE, SIZE, QUALITY, AND OTHER DETAILS SPECIFIED HEREIN OR AS SHOWN ON THE PLANS. DO NOT USE RECYCLED OR SALVAGED AGGREGATE, ASPHALTIC PAVEMENT, CRUSHED CONCRETE, OR SCRAP SHINGLES. UNLESS OTHERWISE INDICATED, THE CONTRACTOR SHALL FURNISH ALL REQUIRED MATERIALS. 17. NOT USED 18. PROVIDE AND MAINTAIN TEMPORARY DRAINAGE THROUGHOUT CONSTRUCTION UNTIL THE PERMANENT DRAINAGE SYSTEM AND STRUCTURES ARE IN PLACE AND OPERATIONAL. INSTALL TEMPORARY DITCHES, PIPING, PUMPS, OR OTHER MEANS AS NECESSARY IN ORDER TO INSURE PROPER DRAINAGE AT ALL TIMES. PROVIDE LOW POINTS AT BUILDING PADS OR ROADWAYS WITH POSITIVE OUTFALLS. 19.PROTECT SUB GRADES FROM DAMAGE BY SURFACE WATER RUNOFF. 20. WHEN SAWING OR DRILLING CONCRETE OR MASONRY, USE SAWS THAT PROVIDE WATER TO THE BLADE. 21. ADJUST ALL CURB STOPS, VALVE BOXES, MAINTENANCE HOLE CASTINGS, CATCHBASIN CASTINGS, CLEANOUT COVERS, AND SIMILAR ITEMS TO FINISHED GRADE. 22.NOT USED 23.INSTALL ALL PIPE WITH THE ASTM IDENTIFICATION NUMBERS ON THE TOP FOR INSPECTION. COMMENCE PIPE LAYING AT THE LOWEST POINT IN THE PROPOSED SEWER LINE. LAY THE PIPE WITH THE BELL END OR RECEIVING GROOVE END OF THE PIPE POINTING UPGRADE. WHEN CONNECTING TO AN EXISTING PIPE, UNCOVER THE EXISTING PIPE IN ORDER TO ALLOW ANY ADJUSTMENTS IN THE PROPOSED LINE AND GRADE BEFORE LAYING ANY PIPE. DO NOT LAY PIPES IN WATER OR WHEN THE TRENCH CONDITIONS ARE UNSUITABLE FOR SUCH WORK. 24. OBTAIN AND PAY FOR ALL PERMITS, TESTS, INSPECTIONS, ETC. REQUIRED BY AGENCIES THAT HAVE JURISDICTION OVER THE PROJECT. EXECUTE AND INSPECT WORK IN ACCORDANCE WITH ALL LOCAL AND STATE CODES, RULES, ORDINANCES, OR REGULATIONS PERTAINING TO THE PARTICULAR TYPE OF WORK INVOLVED. 25. CONSTRUCT SANITARY SEWER, WATERMAIN, AND STORM SEWER UTILITIES IN ACCORDANCE WITH THE CITY ENGINEER'S ASSOCIATION OF MINNESOTA STANDARD SPECIFICATIONS SECTIONS 2600, 2611, AND 2621 DATED 1999, OR THE LATEST REVISED EDITION. 26.IT IS THE CONTRACTOR'S RESPONSIBILITY TO ASCERTAIN THE FINAL VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UTILITIES (INCLUDING MUNICIPAL WATER AND SEWER LINES AND APPURTENANCES) AND TO NOTIFY THE OWNERS OF THE UTILITIES A MINIMUM OF 48 WORKING HOURS BEFORE STARTING CONSTRUCTION IN A GIVIEN AREA, REQUESTING LOCATION IN THE FILED, AS EXACT AS POSSIBLE, OF ALL UTILITIES WHICH MAY BE AFFECTED BY THE CONSTRUCTION. SITE PLAN GENERAL NO SCALE W A T E R D I S T R I B U T 1 0 N S Y S T E M: 1. SEPARATION OF WATER AND SEWER: CONSTRUCT SEWER AND WATER SERVICES IN ACCORDANCE WITH MINNESOTA RULES, PART 4715.1710, SUBPART 2. PROVIDE A MINIMUM HORIZONTAL SEPARATION OF 10 FEET BETWEEN ALL WATER AND SEWER LINES. PROVIDE A MINIMUM SEPARATION OF 18 INCHES AT ALL WATER LINE AND SEWER LINE CROSSINGS. 2. WATERMAIN DEPTH: MAINTAIN 7.5 FEET OF COVER OVER THE TOP OF THE WATER LINES TO THE FINISHED GRADE. VERIFY ELEVATION OF PROPOSED AND EXISTING WATER LINES AT ALL UTILITY CROSSINGS. INSTALL THE WATER LINES AT GREATER DEPTHS IN ORDER TO CLEAR STORM SEWERS, SANITARY SEWERS, OR OTHER UTILITIES AS REQUIRED. INCLUDE COSTS TO LOWER WATER LINES IN THE BASE BID. 3. DISINFECTION: DISINFECT ALL COMPLETED WATERMAINS IN ACCORDANCE WITH AWWA STANDARD C651. IF THE TABLET OR CONTINUOUS FEED METHODS ARE USED, DISINFECT USING WITH WATER THAT CONTAINS AT LEAST 50 PPM OF AVAILABLE CHLORINE IN ACCORDANCE WITH MINNESOTA RULES, PART 4715.2250. RETAIN THE TREATED WATER IN THE PIPELINE FOR AT LEAST 24 HOURS. MEASURE THE CHLORINE RESIDUAL AT THE END OF THE 24 HOUR PERIOD. THE FREE CHLORINE RESIDUAL SMUST BE AT LEAST 10 MG/L MEASURED AT ANY POINT IN THE LINE. MEASUREMENT OF THE CHLORINE CONCENTRATION AT REGULAR INTERVALS SHALL BE IN ACCORDANCE WITH STANDARD METHODS, AWWA M-12, OR USING APPROPRIATE CHLORINE TEST KITS. 4. TESTING: PRESSURE TEST AND PERFORM BACTERIOLOGICAL TESTS ON ALL WATER LINES UNDER THE SUPERVISION OF THE CITY PUBLIC WORKS DEPARTMENT. NOTIFY THE CITY AT LEAST 24 WORKING HOURS PRIOR TO ANY TESTING. PRESSURIZE THE WATERLINE TO 1034-KPA (150-PSI) GAUGE PRESSURE (MEASURED AT THE POINT OF LOWEST ELEVATION) BY MEANS OF A PUMP CONNECTED TO THE PIPE IN A SATISFACTORY MANNER. MAINTAIN THE TEST PRESSURE FOR A MINIMUM OF 2 HOURS. DO NOT ADD WATER TO THE WATERMAIN IN ORDER TO MAINTAIN THE REQUIRED PRESSURE DURING THE WATER MAIN PRESSURE TESTING. THE TEST SECTION OF PIPE IS ACCEPTABLE WITH A PRESSURE DROP OF 14 KPA (2 PSI) OR LESS. 5. USE CLASS 52 DUCTILE IRON PIPE (DIP) WITH PUSH -ON JOINTS FOR ALL WATERMAIN. 6. USE ONLY STAINLESS STEEL BOLTS AND NUTS ON ALL WATERMAIN FITTINGS, VALVES, AND HYDRANTS. 7. POLYETHYLENE ENCASEMENT IS REQUIRED ON ALL DUCTILE IRON PIPE. 13 WATER DISTRIBUTION GENERAL NOTES NO SCALE A001 / 1 " = 10, S I T E G R A D I N G 1. VISIT THE SITE. BECOME FAMILIAR WITH THE SITE AND EXISTING SITE CONDITIONS INCLUDING AVAILABLE SOIL REPORTS. EXAMINE ALL LOCAL CONDITIONS AT THE SITE, AND ASSUME RESPONSIBILITY AS TO THE GRADES, CONTOURS, AND THE CHARACTER OF THE EARTH, EXISTING CONDITIONS, AND OTHER ITEMS THAT MAY BE ENCOUNTERED DURING EXCAVATION WORK ABOVE OR BELOW THE EXISTING GRADES. REVIEW THE DRAWINGS AND SPECIFICATIONS COVERING THIS WORK AND BECOME FAMILIAR WITH THE ANTICIPATED SITE CONDITIONS. 2. UNLESS OTHERWISE NOTED, ALL PROPOSED GRADES SHOWN ARE FINISHED GRADES. FINISHED GRADES AT POINTS BETWEEN SPOT ELEVATIONS OR CONTOURS ARE DETERMINED BY UNIFORM SLOPES BETWEEN THE GIVEN GRADES. ALL PROPOSED SPOT ELEVATIONS SHOWN AT CURBLINES ARE TO BOTTOM OF CURB (GUTTERLINE) UNLESS OTHERWISE INDICATED. 3. AT LOCATIONS WHERE NEW WORK CONNECTS TO EXISTING WORK, FIELD VERIFY EXISTING ELEVATIONS AND GRADES PRIOR TO BEGINNING THE NEW WORK. MATCH EXISTING GRADES AT CONSTRUCTION LIMITS. 4. COMPACT BACKFILL IN ALL UTILITY TRENCHES TO 95% STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D698-78 OR AASHTO T-99) FROM THE PIPE ZONE TO WITHIN 1 M (3.28 FEET) BELOW THE FINISHED SUBGRADE, AND 100% STANDARD PROCTOR MAXIMUM DRY DENSITY IN THE FINAL 1 M (3.28 FEET). PROVIDE DENSITY TESTS IN BACKFILLS AND FILLS PLACED BENEATH FOOTINGS, SLABS, AND PAVEMENTS. AT LEAST ONE COMPACTION TEST IS REQUIRED FOR EVERY 100 FEET OF TRENCH AT VERTICAL INTERVALS NOT EXCEEDING ONE FOOT. 5. COMPACT ALL FILL PLACED IN PAVEMENT AREAS IN ACCORDANCE WITH MNDOT STANDARD SPECIFICATION 2105.3.F1 (SPECIFIED DENSITY METHOD). COMPACT ALL FILL PLACED UNDER BUILDINGS IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER. 6. COMPLY WITH THE REQUIREMENTS OF O.S.H.A. 29 CFR, PART 1926, SUBPART P, "EXCAVATIONS AND TRENCHES." (WWW.OSHA.GOV) 7. CONSTRUCT ALL PROPOSED SIDESLOPES WITH GRADES NOT EXCEEDING 3:1 (3 HORIZONTAL TO 1 VERTICAL), UNLESS OTHERWISE INDICATED. 8. PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDINGS AT ALL TIMES. 9. NOT USED 10. PERFORM SOIL CORRECTION PROCEDURES AND COMPACTION IN ACCORDANCE WITH THE SOILS REPORT. 11. CONDUCT ALL GRADING OPERATIONS IN A MANNER THAT MINIMIZES THE POTENTIAL FOR SITE EROSION. 12. FIELD VERIFY THE ELEVATION OF THE EXISTING BUILDING'S FLOOR SLAB AT THE BUILDING EXPANSION LOCATION PRIOR TO CONSTRUCTION. 13. TOLERANCES: THE COMPLETED SUBGRADE UNDER SLABS AND PAVEMENT AREAS SHALL BE COMPACTED, FREE FROM IRREGULAR SURFACE CHANGES, AND FINE -GRADED NOT MORE THAN 16 MM (0.05 FEET) ABOVE OR BELOW THE SPECIFIED SUBGRADE ELEVATION. THE COMPLETED SUBGRADE IN OTHER AREAS SHALL BE COMPACTED, FREE FROM IRREGULAR SURFACE CHANGES, AND FINE -GRADED NOT MORE THAN 31 MM (0,10 FEET) ABOVE OR BELOW THE SPECIFIED SUBGRADE ELEVATION. THE COMPLETED TOP OF TOPSOIL SHALL BE COMPACTED, FREE FROM IRREGULAR SURFACE CHANGES, AND FINE -GRADED NOT MORE THAN 16 MM (0.05 FEET) ABOVE OR BELOW THE SPECIFIED FINISHED GRADE ELEVATION. 14. IT IS TYPICAL TO ABBREVIATE SPOT ELEVATIONS. ELEVATIONS SHOWN AS 12.8 OR 12.1 ARE UNDERSTOOD TO MEAN 912.8 OR 912.1 RESPECTIVELY. 10 SITE GRADING GENERL NOTES ADD 1 NO SCALE SPECIAL CONDITIONS: 1. THE OWNER SHALL COOPERATE WITH THE MINNESOTA POLLUTION CONTROL AGENCY (MPCA), ITS EMPLOYEES, CONTRACTORS AND OTHERS ACTING AT THE MPCA'S DIRECTION, IN THE EVENT THAT THE MPCA TAKES, OR DIRECTS OTHERS TO TAKE, RESPONSE ACTIONS AT THE SITE TO ADDRESS THE IDENTIFIED RELEASE OR THREATENED RELEASE INCLUDING, BUT NOT LIMITED TO, GRANTING ACCESS TO THE SITE SO THAT RESPONSE ACTIONS CAN BE TAKEN. 2. THE OWNER SHALL AVOID ACTIONS THAT CONTRIBUTE TO THE IDENTIFIED RELEASE OR THAT INTERFERE WITH RESPONSE ACTIONS REQUIRED UNDER ANY MPCA-APPROVED RESPONSE ACTION PLAN TO ADDRESS THE THREATENED RELEASE. 3. IN THE EVENT THAT ANY SUSPECTED HAZARDOUS SUBSTANCES ARE ENCOUNTERED DURING SITE ACTIVITIES (I.E. DEMOLITION, GRADING, REDEVELOPMENT, ETC.) NOTIFY THE OWNER IMMEDIATELY, WHO IN TURN, SHALL NOTIFY THE MINNESOTA POLLUTION CONTROL AGENCY IMMEDIATELY IN ORDER TO DETERMINE APPROPRIATE HANDLING, SAMPLING, ANALYSIS AND DISPOSAL OF SUCH WASTES. 4. IF GROUNDWATER IS ENCOUNTERED, IT SHALL BE DISCHARGED TO THE SANITARY SEWER AND NOT THE STORM WATER SYSTEM. CONTACT THE OWNER PRIOR TO TAKING ANY DEWTATERING MEASURES. 14 SPECIAL CONDITIONS NOTES NO SCALE FABRIC COLOR SHALL BE INTERNATIONAL ORANGE JOIN SECTIONS WRAP POSTS AND TIE TOGETHER USE LATH AND STAPLES TO GEOTEXTILE FABRIC IN ATTACH FABRIC TO WOOD ACCORDANCE WITH MNDOT POSTS. USE TIE WIRES TO STD. SPEC. 3886 FOR SELF ATTACH FABRIC TO STEEL SUPPORTING SILT FENCE POSTS, USE HOG RINGS TO ATTACH FABRIC TO WIRE MESH REINFORCE WITH SNOW FENCE, WIRE MESH, OR STIFF PLASTIC FENCE IN AREAS WHERE CONCENTRATED FLOWS 2 INCH SQUARE HARDWOOD, OCCUR (SUCH AS SWALES, PINE, OR STANDARD T- OR ,... '� DITCHES, AND IN FRONT OF U-SECTION STEEL POSTS. DO CULVERTS AND CATCHBASINS) NOT EXCEED MAXIMUM POST i" SPACING OF 4 FT. O.C. LAY THE FABRIC AGAINST THE OF SIDES AND BOTTOM OF THE DIRECTION FLOW TRENCH. BACKFILL AND SURFACE COMPACT WITH A VIBRATORY .. PLATE COMPACTOR ANCHOR FABRIC IN SOIL ANCHOR SUPPORT POST 1N solL V RECEIVED 0rET 14 2G0E3 ,6 SILT FEN' AOo1 3/4„ = l'-O" Z 0 V DC N Z (ii � O 5Z � � M ` t M M re) Ln Q Ln M co0�r� 0 N -Q X V-�0-� w M o � N � o ME m V J Q z o � N � m N Z 0 o zo a_ a_ z M N w z � o U 0 o c� z w � z z o' a as w o' a_ N 'J 2 0 00, ~ 00 0 z a 01 o^ z W0 > z_ ^ s a z o Z E , N za M rn aJ P W J J W a Q - > L Y m Z=Lu Zr-, N S F F o Q N Co 0" 3 10 Co F-3 I hereby certify that this plan, specification, or repoJrt was prepared by me .2QZ3er my direct supervisa(that o y�q duly Licens ly7C itect and�(mvd:- laws ofV ateX_ Mi ova. !V' 0, igne M�-w I nisely Prin eVOL � 26926 Dote .Reg, No. Z W �N � a O cLn cu Z <� O J 4Z ~ C �' V Q ~ (� Z_C-4 Z O m` U Drawn By: JPH Checked By: JPH/MDK Date: 13 DEC 2006 Project Number 06.10.03 Drawing No. C101 O 2006 by Distyle Design, P.C. NU SUALL USED NO SCALE USED NO SCALE 13 NOT USED Aoo1 NO SCALE NO SCALE _ 14 NU I USEU Aoo1 NO SCALE 1 = lu NO SCALE NUI USLU NO SCALE NO SCALE _ 16 NOT USED A001 NO SCALE Z 0 F- V � N f Z � z � 0¢�LnC-n U �� � M � rn < V in rrj m 0 MI n o V�oc0-L mew M O Q N m J N Q Z � O � N 0 o z p~ U O n CD (Un W Z 0O U U � Z W Z N Z w as W Z ^LL N J p _ Lr) a, �•� a L a, �r O Z 01 Q Z) O ® Z N '0W W n Q Z� F O Z K— U O >- perZ. U' UJ V) W p, w O p W Q W o >� i ® Z10Z w W — W M p FWo,o ® oFJ^ 3 .oU)car a I hereby certify that this plan, specification, or repor_tlwas prepared by me 24poer my direct supervis that I a rLl duly Licens ilea ande[�� laws ofoat� nof Mir�pQ�o2a. `V WPrinle� isely 6926 Dote Reg. No. 0 �C-4 g Ln o>ZLLJ lie uz� OJT L) ZN I_— d O m � Q Drawn By: JPH Checked By: JPH/MDK Date: 13 DEC 2006 Project Number 06.10.03 Drawing No. A001 Q 2006 by Distyle Design, P.0 PLANTING SChEDULE CITY SYMBOL PTS P�S SIZE ROOT SCNAMEIC COMMON NAME 2 + 20 21 % 2 1/2" B&B QUERCUS NORTHERN PIN DIA ELLIPSOIDAUS OAK 2 20 21% 2 1/2 B&B ACER RUBRUM NOD DIA MAPLE MAPLE 5 30 32% 6' HT B&B PICEA GLAUCA BLACK HILLS DENSATA SPRUCE 5 �° 7.5 $% 1 1/2" B&B MALUS 'PINK PINK SPIRE DIA SPIRE' CRABAPPLE Os 5 5% 5' HT B&B THUJA OCCIDENTALIS PYRAMIDAL AF 'PYRAMIDALIS' ARBORVITAE VIBRNUM COMPACT 8 O 4 5% 5 GAL CONT TRILOBUM BAILEY AMERICAN VIBURNUM IBURNUM 8 4 4% 5 GAL CONT EUONYMUS ALTUS DWARF -WINGED COMPACTA EUONYMUS 5 Q 2.5 3% 1/2 GAL CONT CALAMAGROSTIS FORESTER' REST ACUTIFLORA FEATHERGRASS SOD MNDOT SPECIFICATION 3878 47 93 TOTAL ' PLANTING SCHEDULE S u D NO SCALE 1. BASE INFORMATION PROVIDED BY ADVANCE SURVEYING & ENGINEERING CO., 10. WOOD MULCH SHALL BE CLEAN, SEASONED SHREDDED HARDWOOD. APPLY 4" MINNETONKA, MIN DEPTH (PER DETAIL) TO ALL TREES, ALL SHRUBS AND GROUND COVER BEDS. 2. CONTRACTOR SHALL LOCATE AND VERIFY ALL UTILITIES WHICH MAY AFFECT THIS 11. WRAP ALL FALL PLANTED, LIGHT COLORED, THIN -BARKED DECIDUOUS TREES W/ WORK. UTILITIES UNDERGROUND LOCATION CENTER 1-800-258-0808 HEAVY WT. WATERPROOF CREPE TREE WRAP. APPLY PRIOR TO NOV. 30 AND REMOVE NO LATER THAN APRIL 30. 3. CONTRACTOR SHALL COORDINATE THEIR WORK W/ OTHERS AT SITE AND COMPLETE THEIR WORK PER OWNER'S SCHEDULE. 12 ROCK MULCH SHALL BE 3/4" - 1-1/2" RED DRESSER TRAP ROCK APPROVED BY ARCHITECT PRIOR TO INSTALLATION. APPLY 3" DEPTH OVER MIRAR 4. ROUGH GRADING AND FINISH GRADES TO BE COMPLETED BY GRADING 'MIRASCAPE' LANDSCAPE FABRIC AT AREAS INDICATED ON PLAN. CONTRACTOR. LANDSCAPE CONTRACTOR SHALL VERIFY GRADES PRIOR TO COMMMENCING WORK. 13. NOT USED 5. CONTRACTOR SHALL NOTIFY OWNER/ARCHITECT ONE WEEK PRIOR TO ANTICIPATED 14. ALL LAWN AREAS ARE TO BE SODDED. SOD SHALL BE A MIX OF RECENTLY COMPLETION AND GUARANTEE INSPECTIONS. INTRODUCED DISEASE RESISTANT KENTUCKY BLUEGRASSES, FREE OF NOXIOUS WEEDS AND CONFORMING TO MNDOT SPECIFICATION 3878. 6. PLANT MATERIALS SHALL BE GUARANTEED ONE (1) FULL YEAR UPON TOTAL PRIOR TO LAYING SOD: COMPLETION & ACCEPTANCE BY OWNER FOR A ONE TIME REPLACEMENT AT APPROPRIATE SEASON OR UPON REQUEST OF OWNER. REMOVE ROCK AND DEBRIS, FINE RAKE TO BREAK UP LUMPS AND SMOOTH SURFACE. 7. PLANTING SOIL MIXTURE: MIX 5LBS. 5-20-20 APPLY 10-10-10 FERTILIZER WITH MECHANICAL SPREADER AT A RATE OF 20 COMMERCIAL FERTILIZER PER CUBIC YARD CLEAN TOPSOIL; THEN MIX 1 PART LEIS PER 1000 SO. FT. INCORPORATE IN TOPSOIL TO A DEPTH OF 2 INCHES. PEATMOSS & 1 PART WASHED SAND W/ 5 PARTS FERTILIZED TOPSOIL. USE AT ALL ROLL AND MOISTEN PRIOR TO SODDING. PLANTING LOCATIONS. SOD SHALL BE LAID WITH STAGGERED TIGHT JOINTS SO THAT NO VOIDS 8. ALL PLANT MATERIAL SHALL COMPLY WITH THE CURRENT EDITION OF THE EXIST. STAKE SOD WITH SIX INCH STAKES , NO LESS THAN 18" O.C. ON AMERICAN STANDARD FOR NURSERY STOCK'. TREES SHALL BE FROM CERTIFIED SLOPES OF 3:1 OR STEEPER. NURSERY STOCK AS DEFINED AND CONTROLLED BY MONTANA STATUTES. 9. ALL MASS PLANTINGS SHALL BE EDGED FROM LAWN AREAS W/ VALLEYVIEW 'BLACK DIAMOND' POLY EDGER OR APPROVED EQUIVALENT r g 1LANDSCAPE PLAN GENERAL NOTES \,L101,/ NO SCALE NOT USED NO SCALE LANDSCAPE PLAN LIOV NO SCALE f / / SET TOP OF ROOT BALL AT FINISHED GRADE ELEVATION REMOVE TOP 1/3 OF BURLAP AND ALL WIRE AND/ OR TWINE IF CONTAINER GROWN REMOVE FROM CONTAINER. II �' WOOD MULCH TO 4' DEPTH MULCH IS NOT TO TOUCH COLLAR OF SHRUB BACKFILL W/ PLANTING SOIL MIX AS SPECIFIED I IIIIIIIIIII III IllllllE llli- Illllillllll - IIIII ii IIIII IIII _ Y DIAMETER OF PLANTING PIT TO BE I1 1.5 TIMES THE DIAMETER OF THE ROOTBALL OR 6• WHICHEVER IS H-1 I—III—III � � � GREATER SCARIFY SIDES OF PLANTING PIT ROOTBALL TO REST (IN ..UNDISTURBED SUBGRADE DETAIL NOTES: PLANTING SOIL MIXTURE (INCIDENTAL COST ITEM): MIX 5 LBS. 5-20-20 COMMERCIAL FERTILIZER PER CUBIC YARD CLEAN TOPSOIL; THEN MIX I PART PEATH055 l I PART WASHED SAND VUS PARTS FERTILIZED TOPSOIL. L�� ._ ... ....._..... ..�._,..� PRUNE BRANCHES BY 1/3. DO NOT — CUT MAIN LEADER. MAINTAIN NATURAL TREE FORM. PRUNE DAMAGED FOLIAGE ONLY. MAINTAIN CENTRAL LEADER SET TREES PLUMB, STAKING GUYING OPTIONAL. USE 'AAH' STANDARDS. TREE WRAP - FALL PLANTING ONLY. START e BOTTOM. 4" DEPTH SHREDDED HARDWOOD MULCH /,51 TREE PLANTING DETAIL NO SCALE ROLL BACK BURLAP PLANTING SOIL MIXTURE - — COMPACT BELOW ROOT BALL - SEE NOTE • TOP LEFT SUBGRADE PROPERTY LINE ,B SECTION @ BOULDER WALL u 01 3/4° = V-0" 11EICEI Y4 ED CITY OF 8RC4!(LYN CEiE Z O V DC N 0¢L�r, J 6 M Ln Q -0 Lr) M m0 O Ln =i U- 0 0 0 M O M Q N a m Z J O N — � m Z � � O U CD EL E2 Z N cn � w z o U a p U Z w N w z Z 5 � a as w W N 1 x 0, 0 Z 01 0- Z N1 10 � W W LU Q Z � _ 0 Z L! !� z ujJ o rP Z toJ W O' w 0 0 J W Q Q J p 7 U) Y 10 Z — W Z N W n o iW p•D .3L 3 ® .No U)i0 H- 3 0 U R c m m 1n N a) mm (Sf .0 u 0 c W Q m L) - r M 0 In j EE K K Z m rya Y of awe w 0 A Q mZ x < 0 'O Z 0 a s aLLm z.0 i m n m w - Z x I hereby certify that this plan, specification, or report(was prepared by me o filer my direct supervisea�(1�that I a^� duly Licens`�d4 dscapeQbhe b - bYy under th z s the N1inr�e V igneVV D A cht Prin eq.,l a 12320 Dote Reg. No. W N J Ln o¢Lr) n g o = Q `^ OOJa; LLJ LU ,C Ln Z g3V Q< CO 0 m Drawn By: DAK/JPH Checked By: DAK Date: 13 DEC 2006 Project Number 06.10.03 Drawing No. L11 (c) 2UO6 by Uistyle Design, F.C. NO SCALE NOT USED NO SCALE NO SCALE z O F= V z L, "' Z 0¢-5�Lr) t M M J Ln < i -0 Ln M m0��� 1 0 Lr) 0Nr) O M O M Q N a M m N J Q O rn N M m Z O M � O F- d CD Z N CC to Z Z C) W � U CD p w to Z Z Z w � a as w Wz �LL N 1 = J ,D O Er O Z a� O- � Z ® UJ W Q Z� L _ o Z f— u �R z Y, O r per. o V1 W D` w o J J w W Q p. J o,0>,� U,_IN1 0 FL p`o, 0U)cOaH 3 I hereby certify that this plan, specification, or report was prepared by me or my direct supervise that I arq�l� duly Licens itect and lows of� ate�of MirypQolo. igne GG,, Mac I nisely Prin et o �J 26926 Date Reg. No. W N L Ln O C Z Z¢� a Octsa3 O OQ g " _zN Itt o m Drawn By: JPH Checked By: JPH/MDK Date: 13 DEC 2006 Project Number 06.10.03 Drawing No. A101 (c) 2UUb by Uistyle Design, N.C. NO SCALE NO SCALE NO SCALE OT USED Z O F— (X) Z W >Ln 0 < rLQ LLP M M J M Ln Q 112 -0 L.r) M m Q r J n O = Q V d- me CL. U- M O H N M m N J Q Z V N I- m Z' C F— o ZO a Z N U7 W Z g 0O U a o CD z W N L Z Z 5 o' a as W a^W N J = J ,O D K � O LIH O Z Q- W F � 0— Z U7 D � .p W W > Zu Q Z O Z K — LJ Z o r '(0)U' N W p� n J J W Q p J 0 > > N N iZ=Z^ W M 1 hereby certify that this plan, specification, or repor_tlwos prepared by me hr my direct supervise Deo a iA.LJ�kt duly Licens itect itect and V �o lawa�*of Mi Or J3 igne G M' I nisely Prin eg,�l a 26926 Date Reg. No. � d ZZ Ln O C LA J ZQ� OG O OJ O o LU �v o g~ o d O N 00 Drawn By: JPH Checked By: JPH/MDK Date: 13 DEC 2006 Project Number 06.10.03 Drawing No. A102 U 2006 by Distyle Design, P.C. A50V NO SCALE NOT USED NO SCALE CAST STONE VENEER CHIMNEY PAINTED CEDAR FASCIA ORNAMENT T 0 ROOF — EL= ± 887.66 FIBERGLASS ASPHALT SHINGLES PRE —FINISHED FIBER CEMENT-----. FASCIA AND SOFFIT. PRE —FINISHED CELLULAR PVC FASCIA AND SOFFIT ALTERNATE. (TYP) PRE —FINISHED FIBER CEMENT STRAIGHT EDGE SHAKE SIDING. PRE —FINISHED o VINYL STRAIGHT EDGE SHAKE SIDING ALTERNATE. (TYP) +I SECOND LEVEL DECKING — _ EL— 869.61 PRE —FINISHED FIBER CEMENT —� TRIM. PRE —FINISHED CELLULAR PVC TRIM ALTERNATE. (TYP) M I 0 CAST STONE SILL (TYP) -----_. CAST STONE VENEER (TYP) —� L, FIRST LEVEL FIN FLR EL= 857.66 CONCRETE STOOP — SECTIONAL STEEL GARAGE DOOR WITH WINDOW LITES 6 EAST ELEVATION A501 1 /4" _ 1 _O" L I y I 12 5� 12 ]8 1 �2 4 12 —I 4 12 ZA8� FINISHED GARAGE EL= ± 874.16 FIBERGLASS ASPHALT SHINGLES PRE —FINISHED GLASS FIBER/ POLYESTER RESIN WINDOWS (TYP) PRE —FINISHED FIBER CEMENT VERTICAL SIDING. PRE —FINISHED VINYL VERTICAL SIDING ALTERNATE. STEEL ENTRY DOOR AND SIDE—LITE CAST STONE VENEER (TYP) FINISHED FIRST LEVEL FIN_FLR GARAGE S_LAB_�_ ��— EL— 857.66 EL= 856.B C C1V s ; PRE —FINISHED FIBER CEMENT TRIM. PRE —FINISHED CELLULAR 4 200h, I PVC TRIM ALTERNATE. (TYP) I I I I CITY OF 9ROQIviV CEIN tEF I I I I I I F_ L— — — — — LT— — — — — — — — — -----I�-----------------T------------------— — — — — — ' 1L_--------------------------— — — — — — — ------1------------------J---------------------------= 13NOT USED NO SCALE Z O V CC cNV tJi Z � O 11 L.n J ct t M r Q li:� -0 Lrl M Co Ln Cieo.. LL r w M o Q J ' M m � J I N Q Z o M z � o 0 H o 00 z V) w z a o � � I a. O p Z I w Z � Z w 99 0' 6 ^LL 10 N 1 d i� d' LO O O z a01 � o^ z rn ® w w� > z� E z o z F— u Z o r` rn fN W p, W J J W w ¢ o, >'0 r WiLU z Fwo,o 0 f 3 ® N=u 3 o �o rn c) I— 3 I herebycertify that this Ian, Y P specification, or repor_tlwas prepared by me 24PUper my direct supervise that a L%L duly Licens sI ilea ande[`&a, aws of � ae�of Mir�q�o2a. exle rigna M I nisely Prin ed�l a (V 26926 Date Reg. No. � L Z Q C Lt) N Q Z< Q ry Oco o °; ¢ w Lu,� N = Z OO 00 ® cn I— d o w OO Drawn By: JPH Checked By: JPH MDK Date: 13 DEC 2006 Project Number 06.10.03 Drawing No. A501 © 2006 by Distyle Design, P.0 NOT USED A502 NO SCALE 5 NOT USED A502 NO SCALE 13 )NORTH ELEVATION A502)1/4" = 1'-0" CAST STONE VEN 10 ROOF EL- f 887.66 FIBERGLASS ASPH SHINGLES PRE -FINISHED FIE FASCIA AND SOFF PRE -FINISHED CE FASCIA AND SOFF (TYP) PRE -FINISHED FIE EDGE SHAKE SIDE VINYL STRAIGHT E ALTERNATE. (TYP) SECOND LEVEI EL- 869.61 PRE -FINISHED FIE SIDING. PRE -FIN SIDING ALTERNATE CAST STONE SILL CAST STONE VENE �4 EL= LEVEL FIP EL- 857.66 CONCRETE STOOP 1/4 = i -U 100 O r1 O - - -- - --------------- ---- L--- - - - - - - -� ------------------L--------------- -L------------------- - - - - - - - - - - - - - - - - - 4 CAST STONE VENEER CHIMNEY T 0 ROOF EL= t 887.66 FIBERGLASS ASPHALT SHINGLES PAINTED CEDAR FASCIA ORNAMENT PRE -FINISHED FIBER CEMENT FASCIA AND SOFFIT. PRE -FINISHED CELLULAR PVC FASCIA AND SOFFIT ALTERNATE. (TYP) PRE -FINISHED FIBER CEMENT STRAIGHT EDGE SHAKE SIDING. PRE -FINISHED VINYL STRAIGHT EDGE SHAKE SIDING ALTERNATE. (TYP) SECOND LEVEL DECKING EL= 869.61 PRE -FINISHED FIBER CEMENT VERTICAL SIDING. PRE -FINISHED VINYL VERTICAL SIDING ALTERNATE. PRE -FINISHED FIBER CEMENT TRIM. PRE -FINISHED CELLULAR PVC TRIM ALTERNATE. (TYP) CAST STONE SILL (TYP) CAST STONE VENEER (TYP) FIRST LEVEL FINISHED FLOOR EL= 857.66 (GLASS ASPHALT 3LES FINISHED GLASS FIBER/ ESTER RESIN WINDOWS FINISHED FIBER CEMENT PRE -FINISHED CELLULAR TRIM ALTERNATE. (TYP) FINISHED GLASS FIBER/ POLYESTER I PATIO DOOR CITY OF 6fqOCK1 Y!V Caaal Z O V GG N L O Q Z M Ln Lr) V L . M Lri Q V -0 Ln. M mp enQ O V ro, tl \ o\. fia y' M d" � Rl F• ✓ {n Q i � � O g o U O H Uq EE U w aal w �,.'!N. n w H LO Of LO 0 ..3�,.3z a rn W,:*o z U) w w10 > z� s a z o z �— U MZ rn W Q, m J _J w aQ zLIJ 10 E wrem _J p o 3 NO'—' 3 ® Z)0 ,o rn 0 F- 3 .. I hereby certify that this plan, specification, or repor_tlwos prepared by me _oroL der my direct supervised that I a �q duly Licens A itect ande(rt3s k lows of a exof Mires 09. igne G V, �Knisely Prin e qq I a 26926 Dole Reg. No. W N �=3 Ln Ln NZ Z Q � LU F- i O -bera () Z J C Q W LU = pG ggL) �o W �- Z o 0 Z � 000 O m Drawn By: JPH Checked By: JPH/MDK Date: 13 DEC 2006 Project Number 06.10.03 Drawing No. A502 © 2006 by Distyle Design, P.C.