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CONSTRUCTION SITE EROSION CONTROL REQUIREMENTS (CSECR) NOTES: UTILITY NOTES: ®
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<br /> - 1. ALL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE DESIGNED AND 1. IF ANY ERRORS, DISCREPANCIES, OR OMISSIONS WITHIN THE PLAN BECOME • Engineers ® Surveyors �' /31tlllEYS
<br /> IMPLEMENTED IN ACCORDANCE WITH THE CURRENT DEPARTMENT OF APPARENT, IT SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER EXISTING ROAD
<br /> NATURAL RESOURCES EROSION AND SEDIMENT CONTROL TECHNICAL PRIOR TO CONSTRUCTION SO THAT CLARIFICATION OR REDESIGN MAY
<br /> STANDARDS WHICH ARE AVAILABLE AT: OCCUR. X46
<br /> 'BUILDING RELATIONSHIPS WITHA
<br /> h t tp://www.dnr.state.wi.us/runoff/stormwater/techstds.htm COMMITMENT TO CLIENTSATISPACTION
<br /> 2. LENGTHS OF ALL UTILITIES ARE TO CENTER OF STRUCTURES OR FITTINGS THROUGH TRUST,QUALITY AND EXPERIENCE"
<br /> 2. INSTALL EROSION CONTROL MEASURES PRIOR TO ANY SITE WORK, AND MAY VARY SLIGHTLY FROM PLAN. LENGTHS SHALL BE VERIFIED IN °/ " so.
<br /> INCLUDING GRADING OR DISTURBANCE OF EXISTING SURFACE MATERIALS AS THE FIELD DURING CONSTRUCTION. • CIVIL ENGINEERING
<br /> SHOWN ON PLAN. MODIFICATIONS TO SEDIMENT CONTROL DESIGN MAY BE '"� O ' :.: "'�
<br /> CONDUCTED TO MEET UNFORESEEN FIELD CONDITIONS IF MODIFICATIONS 3. THE PROPOSED IMPROVEMENTS MUST BE CONSTRUCTED IN ACCORDANCE -�� %"% �, • SURVEYING & MAPPING
<br /> I CONFORM TO WDNR TECHNICAL STANDARDS. WITH ENGINEERING PLANS DESIGNED TO MEET ORDINANCES AND Its ,?�.- • CONSTRUCTION SERVICES
<br /> REQUIREMENTS OF THE MUNICIPALITY AND WISDOT, WDSPS, AND WDNR. s'`','�-." • WATER RESOURCES
<br /> 3. INSPECTIONS AND MAINTENANCE OF ALL EROSION CONTROL MEASURES `t;<:.;,
<br /> SHALL BE ROUTINE (ONCE PER WEEK MINIMUM) TO ENSURE PROPER 4. PRIOR TO CONSTRUCTION, THE CONTRACTOR IS RESPONSIBLE FOR: :L • PLANNING & DEVELOPMENT
<br /> STONE TRACKING PAD =y' ,L,rs..;L- ..
<br /> FUNCTION OF EROSION CONTROLS AT ALL TIMES. EROSION CONTROL * EXAMINING ALL SITE CONDITIONS RELATIVE TO THE CONDITIONS SHALL BE UNDERLAIN :�'�„6 ;; ;'' - • TRANSPORTATION ENGINEERING
<br /> MEASURES ARE TO BE IN WORKING ORDER AT THE END OF EACH WORK INDICATED ON THE ENGINEERING DRAWINGS. ANY DISCREPANCIES WITH A WISDOT TYPE FM
<br /> ARE TO BE REPORTED TO THE ENGINEER AND RESOLVED PRIOR TO R GEOTEXTILE FABRIC w:,1. . . • STRUCTURAL ENGINEERING
<br /> DAY 3" CLEAR STONE - &
<br /> THE START OF CONSTRUCTION. .,,f LANDSCAPE ARCHITECTURE
<br /> 4. INSPECT EROSION CONTROL MEASURES AFTER EACH 1/2" OR GREATER * OBTAINING ALL PERMITS INCLUDING PERMIT COSTS, TAP FEES, Pte=
<br /> RAINFALL. REPAIR ANY DAMAGE OBSERVED DURING THE INSPECTION. METER DEPOSITS, BONDS, AND ALL OTHER FEES REQUIRED FOR MADISON REGIONAL OFFICE
<br /> PROPOSED WORK TO OBTAIN OCCUPANCY. 161 HORIZON DRIVE, SUITE 101
<br /> 5 EROSION CONTROL MEASURES SHALL NOT BE REMOVED UNTIL ALL LAND * VERIFYING UTILITY ELEVATIONS AND NOTIFYING ENGINEER OF ANY 12" min.
<br /> VERONA, WISCONSIN 53593
<br /> DISCREPANCY. NO WORK SHALL BE PERFORMED UNTIL THE NOTE:
<br /> AND THAT CONSTRUCTION ION PERENNIAL ACTIVITY G T THE SITE ERS BEEN COMPLETED DISCREPANCY IS RESOLVED. CONTRACTOR TO VERIFY LOCATION WITH OWNER 608.848.5060 PHONE'608.848.2255 FAX
<br /> AND THAT A UNIFORM PERENNIAL VEGETATIVE COVER HAS BEEN
<br /> ESTABLISHED WITH A DENSITY OF AT LEAST 70% OF THE COVER FOR THE * NOTIFYING ALL UTILITIES PRIOR TO THE INSTALLATION OF ANY
<br /> UNPAVED AREAS AND AREAS NOT COVERED BY PERMANENT STRUCTURES UNDERGROUND IMPROVEMENTS. - MADISON MILWAUKEE
<br /> OR THAT EMPLOY EQUIVALENT PERMANENT STABILIZATION MEASURES. * NOTIFYING THE DESIGN ENGINEER AND MUNICIPALITY 48 HOURS 1 -1 \ CONSTRUCTION ENTRANCE KENOSHA I APPLETON I WAUSAU
<br /> PRIOR TO THE START OF CONSTRUCTION TO ARRANGE FOR
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<br /> 6. INSTALL A TRACKING PAD, 50' LONG AND NO LESS THAN 12" THICK BY APPROPRIATE CONSTRUCTION OBSERVATION. \ 20� N.T.S.
<br /> USE OF 3" CLEAR STONE. TRACKING PADS ARE TO BE MAINTAINED BY 7. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING THE ENGINEER WITH SERVICES PROVIDED TO:
<br /> THE CONTRACTOR IN A CONDITION WHICH WILL PREVENT THE TRACKING OF AS-BUILT CONDITIONS OF THE DESIGNATED IMPROVEMENTS IN ORDER THAT RANDY ALEXANDER
<br /> MUD OR DRY SEDIMENT ONTO THE ADJACENT PUBLIC STREETS AFTER EACH THE APPROPRIATE DRAWINGS CAN BE PREPARED, IF REQUIRED. ANY
<br /> WORKING DAY OR MORE FREQUENTLY AS REQUIRED.
<br /> CHANGES TO THE DRAWINGS OR ADDITIONAL ITEMS MUST BE REPORTED TO 2797 LALOR ROAD
<br /> 7 INSTALL EROSION CONTROLS ON THE DOWNSTREAM SIDE OF STOCKPILES. THE ENGINEER AS WORK PROGRESSES. -
<br /> 8. THE PRIME CONTRACTOR IS RESPONSIBLE FOR COORDINATING ALL WOOD POSTS
<br /> 8. INSTALL CHECK DAMS WITHIN DRAINAGE DITCHES AND IN FRONT OF SILT • • FOLD
<br /> FENCING IN ANY LOW AREA ALL IN ACCORDANCE WITH WDNR TECHNICAL CONSTRUCTION WITH OTHER CONTRACTORS INVOLVED WITH CONSTRUCTION .� GEOTEXTILE LENGTH 3' - 4'
<br /> STANDARDS. OF THE PROPOSED DEVELOPMENT AND FOR REPORTING ANY ERRORS OR A FABRIC TIEBACK BETWEEN FENCE 20'" MIN. DEPTH 3" MAi
<br /> DISCREPANCIES BETWEEN THESE PLANS AND PLANS PREPARED BY OTHERS. Q 3 POST AND ANCHOR IN GROUND NYLON_ P rf
<br /> 9. EROSION CONTROL FOR UTILITY CONSTRUCTION (STORM SEWER): o o SILT -� CORD 1! T
<br /> 9. ANY SANITARY SEWER, SANITARY SEWER SERVICES, WATER MAIN, WATER o P. FLOW 1L��
<br /> A. PLACE EXCAVATED TRENCH MATERIAL ON THE HIGH SIDE OF THE -i Q O 0 FENCE
<br /> SERVICES, STORM SEWER, OR OTHER UTILITIES, WHICH ARE DAMAGED BY INSLOPE W DIRECTION SEAM
<br /> TRENCH. THE CONTRACTORS, SHALL BE REPAIRED TO THE OWNER'S SATISFACTION
<br /> B. BACKFILL, COMPACT, AND STABILIZE THE TRENCH IMMEDIATELY AFTER i �`.i;` , j n �� �4gi� SB O FL01�_
<br /> PIPE CONSTRUCTION. AT THE CONTRACTOR'S EXPENSE. _ .Q s FLOW DIRECTION M _�.��,,� FF
<br /> C. DISCHARGE TRENCH WATER INTO A SEDIMENTATION BASIN OR _ a ,2 iii'dl���T'�G°?G`$- l'e�� henn- `� °s P' ;� N 'y-9
<br /> FILTERING TANK IN ACCORDANCE WITH THE DEWATERING TECHNICAL 10. CONTRACTOR IS RESPONSIBLE FOR SITE SAFETY DURING THE - °-„ ��` \1�� ?3 We l' " ry B�,44;144***.� ,,,�TES 6
<br /> STANDARD NO. 1061 PRIOR TO RELEASE INTO THE STORM SEWER, CONSTRUCTION OF IMPROVEMENTS. V d i"d•` att
<br /> RECEIVING STREAM, OR DRAINAGE DITCH. EXCESS N ANCHOR STAKE R9.0114+`4..� PROJECT:
<br /> N. ALL PRIVATE STORM BUILDING PIPE AND TUBING SHALL CONFORM TO SPS INSLOPE FABRIC MIN. 18" LONG ,.•, �7.tt'`'ti ^�°r
<br /> II. ADDITIONAL EROSION CONTROL MEASURES, AS REQUESTED BY STATE 384.30-3. 10' NOTE: ADDITIONAL POST DEPTH OR v pn� t� :�' ' .
<br /> SILT FENCE TIE BACK d�����gC � , HORSE ARENA
<br /> POST
<br /> F MIN. TIE BACKS MAY BE REQUIRED IN (WHEN ADDITIONAL SUPPORT REQUIRED) �, .,4=..I`e� .
<br /> INSPECTORS, LOCAL INSPECTORS, AND/OR ENGINEER SHALL BE INSTALLED OO ( ) BACKFILL Sc COMPACT d !" `d 't 8"
<br /> WITHIN 24 HOURS OF REQUEST 12. ALL PRIVATE STORM PIPE SHALL CONFORM TO SPS 382.40(8)(6)4.A.8 4.A. ** UNSTABLE SOILS ;0 Se_ p.,
<br /> ��3�i��`r��.�q�7/�iyrr^9u��1,"r> s" TRENCH WITH .� b ;;d�N, /V 'Li
<br /> 12. ALL SLOPES 4: 1 OR GREATER SHALL BE STABILIZED WITH CLASS I, TYPE B GROUND LINE TRENCH DETAIL EXCAVATED SOIL " ;044441411.44.144s. °Te •
<br /> o EROSION MATTING AND DRAINAGE SWALES SHALL BE STABILIZED WITH CONSTRUCTION SEQUENCING © `�"9 ti tX
<br /> CLASS II, TYPE B EROSION MATTING, WITHIN 7 DAYS OF REACHING FINAL TYPICAL SECTION GEOTEXTILE t`n'" tR,n;Neti
<br /> I FABRIC ONLY 'sw..*ddm�.:
<br /> GRADE AND/OR AS SOON AS CONDITIONS ALLOW. 1. MAY 9, 2016 - INSTALL INITIAL EROSION CONTROL DEVICES **GFAOBRICTILE STEP 1 ❑❑� 11 e0,i P
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<br /> 13. CONTRACTOR OWNER SHALL FILE A NOTICE OF TERMINATION UPON '^t,= j PROJECT LOCATION:
<br /> / 2. MAY 9, 2016 - BUILDING CONSTRUCTION AND ASSOCIATED GRADING 0 �,r77
<br /> VEGETATIVE STABILIZATION AND/OR PROPERTY SALE IN ACCORDANCE WITH SILT FENCE ALONG SLOPES & OUTFACES 14.$1 �� TOWN OF DUNN
<br /> WDNR REQUIREMENTS. 3. JULY 30, 2016 - SITE SEEDING TO BE COMPLETED 1. SILT FENCE SHALL BE ANCHORED BY SPREADING AT LEAST 8 INCHES STEP 2 %q `7 DANE COUNTY, WI
<br /> SILT FENCE FABRIC SHALL BE STAPLED, USING AT • u r m.
<br /> OF FABRIC IN A 4" WIDE AND 6" DEEP TRENCH OR 6 INCH DEEP ❑ ❑ LEAST 0.5-INCH STAPLES, TO THE UPSLOPE SIDE OF W
<br /> 14. CONTRACTOR SHALL TAKE ALL NECESSARY STEPS TO CONTROL DUST 4. AUGUST 15, 2016 - PROJECT COMPLETION V-TRENCH ON THE UPSLOPE SIDE OF THE FENCE. TRENCHES SHALL C 1)� . JSD PROJECT NO.: 15-6787
<br /> ARISING FROM CONSTRUCTION OPERATIONS. REFER TO WDNR TECHNICAL NOT BE EXCAVATED WIDER OR DEEPER THAN NECESSARY FOR PROPER THE POSTS IN AT LEAST 3 PLACES. fiat
<br /> STANDARD 1068. INSTALLATION. OR GEOTEXTILE 17��``
<br /> © SEAL/SIGNATURE:
<br /> _ FABRIC (TYP.) o
<br /> 2. FOLD MATERIAL TO FIT TRENCH AND BACKFILL AND COMPACT TRENCH
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<br /> GRADING AND SEEDING NOTES WITH EXCAVATED SOIL. ❑_
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<br /> 1. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED IMMEDIATELY 3. WOOD POSTS SHALL BE A MINIMUM SIZE OF 1 1/8" x 1 1/8" OF
<br /> FOLLOWING GRADING ACTIVITIES. DRIED OAK OR HICKORY WOOD POST (TYP.) II ❑ WOOD POST (TYP.) j
<br /> 4. SILT FENCE TO EXTEND ABOVE THE TOP OF PIPE. JOINT (TWIST METHOD) /GEOTEXTILE
<br /> 2. ALL PROPOSED GRADES SHOWN ARE FINISHED GRADES. CONTRACTOR 12" / FABRIC (TYP.)
<br /> SHALL VERIFY ALL GRADES, MAKE SURE ALL AREAS DRAIN PROPERLY 5. SILT FENCE CONSTRUCTION AND GEOTEXTILE FABRIC SHALL CONFORM fff �j
<br /> AND SHALL REPORT ANY DISCREPANCIES TO THE ENGINEER PRIOR TO TO WDNR TECHNICAL STANDARD 1056.
<br /> CONSTRUCTION. 2 SILT FENCE Z
<br /> 3. CONTRACTOR SHALL PROTECT ADJACENT PROPERTIES WITH SILT FENCING 6. POST SPACING SHALL BE SELECTED BASED ON GEOTEXTILE FABRIC I 24" MIN. rn
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<br /> FOR EROSION CONTROL UNTIL CONSTRUCTION IS COMPLETED AND NOTICE (8'-0" FOR WOVEN & 3'-0° FOR NON-WOVEN) JOINT (HOOK METHOD) W cc
<br /> OF TERMINATION FILED.
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<br /> 4. CONTRACTOR SHALL WATER ALL NEWLY SODDED/SEEDED AREAS DURING
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<br /> THE SUMMER MONTHS WHENEVER THERE IS A 7 DAY LAPSE WITH NO - 0
<br /> SIGNIFICANT RAINFALL. - In Lu
<br /> B 5. CONTRACTOR TO DEEP TILL ALL COMPACTED PERVIOUS SURFACES PRIOR 0% MUNICIPALITY OR DNR APPROVED
<br /> TO SODDING AND/OR SEEDING AND MULCHING. 3 /� PLANTINGS. APPROVED PLANTINGS a
<br /> L $� `N 1 / TURF REINFORCEMENT MAT % CAN BE FOUND AT: ALTHOUGH EVERY EFFORT HAS BEEN MADE o
<br /> X 87.3 ` 2.5' \ �,�- dnr.wi.gov/org/water/wm/nps/rg/plants/PlontListing.htm IN PREPARING THESE PLANS AND CHECKING
<br /> 6. IF GRADING ACTIVITIES STOP ON ANY PORTION OF LAND FOR 14 OR `-
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<br /> MORE CALENDAR DAYS, THE AREA IN QUESTION MUST BE TEMPORARILY -�I ( ' / �r� THEM FOR ACCURACY, THE CONTRACTOR O
<br /> E STABILIZED 872 l LEVEL BOTTOM <20% SLOPES AND SUBCONTRACTORS MUST CHECK ALL ~
<br /> CD SECTION A-A 5' \) COCONUT EROSION DETAIL AND DIMENSIONS OF THEIR TRADE w 1\ 0 v 7. ALL SLOPES EXCEEDING 4:1 SHALL BE STABILIZED WITH CLASS II, TYPE B - MATTING GRASS BUFFER Z
<br /> EROSION MATTING AS REQUIRED. AND BE RESPONSIBLE FOR THE SAME.
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<br /> 8. MATERIALS- SEED: DISTURBED LAWN AREAS LABELED ON PLAN FOR - 4" TO 6" TOPSOIL 0 l l '
<br /> DRAWN: KJY 03-17-16 ti
<br /> SEEDING SHALL BE BROADCAST SEEDED WITH EARTH CARPET'S 'MADISON - THICKNESS ,. i n _ -
<br /> PARKS' (OR APPROVED EQUIVALENT) AS APPROVED BY THE OWNER'S Ajt ( •4�• ���� APPROVED: HPJ 03-17-16
<br /> " MEDIUM RIPRAP A 871 I I _ - w
<br /> REPRESENTATIVE, INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. s _>•' 2
<br /> C IN ADDITION TO LAWN SEED, ANNUAL RYE SHALL BE APPLIED TO ALL AT OUTFACE .;;•••"*---*-, �4.T.r-
<br /> PLAN MODIFICATIONS: DATE: F-
<br /> DISTURBED AREAS AT A RATE OF 1 1/2 LBS PER 1000 SQUARE FEET. 25' 8" PIPE Y NATIVE SOILS CLIENT SUBMITTAL 03-17-16
<br /> a FERTILIZE AND MULCH PER MANUFACTURER'S RECOMMENDATIONS. W INV: 872.00
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<br /> E INV: 870.50 DANE COUNTY ENGINEERING DIV. 03-31-16 ti
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<br /> DANE COUNTY ZONING 04-19-16
<br /> _0 9. MAINTENANCE: (CONTRACTOR) FOR ALL PLANTINGS, SEEDED AREAS AND ee
<br /> a SODDED
<br /> LA LAWN AN AS FO: THE AST A PERT SHALL MAINTAIN ALL PLANTINGS CONSTRUCTION NOTESSIN TO A MINIMUM DEPTH OF 2-FEET BELOW O rd GENERAL NOTES LANDSCAPE ARCHITECT OR ECOLOGICAL PLANNING AGENCY FOR APPROPRIATE PLANTS DANE COUNTY ENGINEERING DIV. 04-19-16 a
<br /> m AND LAWN AREAS FOR AT LEAST A PERIOD OF 60 DAYS, OR UNTIL FINAL vl
<br /> 1. OWNER MUST CONSULT ACCEPTANCE FROM THE OWNER. THE CONTRACTOR IS DURING THIS FOR FINISH GRADE AND 4" OF COMPOST SHALL BE TILLED IN AT THAT DEPTH UNTIL C9 AND PLANTING CONFIGURATIONS. DANE COUNTY ZONING 04-29-16 Z
<br /> ADEQUATELY WATERING PLANTS AND LAWN/TURFGRASS DURING THIS 60 WELL-MIXED. z
<br /> DANE COUNTY ENGINEERING DIV. 04-29-16 ce
<br /> 2. ANNUAL RYE GRASS SHALL BE SEEDED AT 40 LB/ACRE WITH THE SEED MIX IN THE AREAS SURROUNDING 0
<br /> DAY ESTABLISHMENT PERIOD. CONTRACTOR IS RESPONSIBLE FOR THE - 2. CERTIFIED COMPOST SHALL CONSIST OF: >40% ORGANIC MATTER, <60% ASH CONTENT, pH k THE RAIN GARDEN, ON SIDE SLOPES OF RAIN GARDEN, AND OVER ANY LAND THAT DISCHARGES INTO THE DANE COUNTY ENGINEERING DIV. 05-13-16 LH
<br /> 0. ESTABLISHMENT OF HEALTHY VIGOROUS PLANT MATERIALS AND OF 6-8, AND MOISTURE CONTENT OF 35-50% BY WEIGHT. 414
<br /> BASIN FOR EROSION CONTROL.
<br /> E LAWN/TURFGRASS GROWTH. CONTRACTOR IS ALSO RESPONSIBLE FOR ANY N 3. 3
<br /> L) PRUNING OF PLANT MATERIALS, AND SHAPING AND/OR REPLACEMENT OF 3. IF CLAY IS ENCOUNTERED DURING BASIN CONSTRUCTION (CLAY BEING DEFINED AS ANY BASIN SHALL BE PLANTED WITH DORMANT PLUGS OR ACTIVELY GROWING NURSERY STOCK. PLANTS SHALL BE
<br /> DEFICIENT BARK MULCH DURING THIS PERIOD. LONG TERM PLANT SOIL THAT HAS >40% FINES PASSING A NO. 200 SIEVE ANALYSIS), THE CONTRACTOR SHALL 0 NATIVE PERENNIALS AND SHALL BE PLANTED AT A RATE OF ONE (1) PLANT PER SQUARE FOOT. Z
<br /> LL EXCAVATE, REMOVE AND REPLACE WITH CLEAN SAND/TOPSOIL MIX TO A DEPTH OF 5 FEET d
<br /> MATERIALS AND LAWN TURFGRASS MAINTENANCE AND ANY PROGRAM FOR BELOW THE LOWEST ELEVATION OF THE BASIN OR AS APPROVED BY THE ENGINEER. g 4. ALL WORK TO BE CONDUCTED IN CONFORMANCE WITH THE STORMWATER MANAGEMENT PLAN FOR THE p
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<br /> O SUCH IS THE RESPONSIBILITY OF THE OWNER. ALL PLANTINGS AND PROJECT SITE AS APPROVED BY THE REGULATORY ENGINEER.
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<br /> LAWN/TURFGRASS AREAS SHALL BE MAINTAINED IN A MANICURED `
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<br /> 10. MAINTENANCE: (OWNER) THE OWNER IS RESPONSIBLE FOR THE CONTINUED
<br /> o MAINTENANCE, REPAIR AND REPLACEMENT OF ALL LANDSCAPING MATERIALS
<br /> -i AND WEED BARRIER FABRIC AS NECESSARY FOLLOWING THE ONE (1) YEAR Toll Free (800) 242-8511
<br /> INFILTRATION DEVICES ARE DESIGNED IN ACCORDANCE WITH THE SPECIFICATIONS OF THE WISCONSIN DEPARTMENT OF NATURAL RESOURCES (WDNR), COUNTY, MUNICIPALITY, AND ENGINEERING STANDARD OF CARE.
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<br /> ALL DESIGNATED INFILTRATION AREAS (e.g. RAIN GARDENS, INFILTRATION BASINS, BIORETENTION DEVICES) SHALL BE FENCED PRIOR TO CONSTRUCTION AND REMAIN UNDISTURBED AND PROTECTED DURING THE Milwaukee Area(414)259-1181 O
<br /> vO CONSTRUCTION OF PROPOSED SITE IMPROVEMENTS. PROPOSED RAIN GARDEN SHALL NOT BE CONSTRUCTED UNTIL THE DEVICES CONTRIBUTING WATERSHED AREA MEETS REQUIREMENTS SET FORTH WITHIN THE w
<br /> 0 RESPECTIVE WDNR TECHNICAL STANDARDS. IF THE LOCATION OF THE INFILTRATION AREA CONFLICTS WITH CONSTRUCTION STAGING AND/OR CONSTRUCTION TRAFFIC AND IS DISTURBED, COMPACTION MITIGATION WILL Hearing Impaired TDLD(8y00)542-2289 c�i
<br /> BE REQUIRED AT THE CONTRACTOR'S EXPENSE. WWW.�Iggersl IOtline.com w
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<br /> THE CONTRACTOR IS REQUIRED TO PROVIDE QUALIFIED STAFF FOR INSPECTION AND OBSERVATION OF THE CONSTRUCTION ACTIVITIES RELATING TO ALL JOB SITE REGULATORY COMPLIANCE INCLUDING THE 0
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<br /> 0 PROTECTION AND CONSTRUCTION OF ALL STORMWATER MANAGEMENT FEATURES. ANY OBSERVATION OF PLAN OR SITE DISCREPANCIES SHALL BE REPORTED TO THE ENGINEER OF RECORD PRIOR TO CONSTRUCTION. SHEET TITLE: a
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