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HomeMy WebLinkAboutB17-0340_C130_1507837260.pdf 1 2 3 4 5 6 ,, OF ' 4 EROSION CONTROL NOTES: Is zi 1 . THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIRED PERMITS AND j10- •Nn IMPLEMENTING AND MAINTAINING EROSION AND SEDIMENT CONTROL MEASURES AT ALL TIMES DURING CONSTRUCTION TO PREVENT DAMAGING FLOWS ON THE SITE AND IN THE WATERSHED 10/12/17 BELOW THE SITE. CONTROL SYSTEMS SHALL BE INSTALLED PRIOR TO STRIPPING OF NATIVE VEGETATIVE COVER AND AS GRADING PROGRESSES. REFER TO SEDIMENT AND EROSION CONTROL PLANS AND STORM WATER MANAGEMENT PLAN. CONDITIONS IN THE FIELD MAY WARRANT EROSION CONTROL MEASURES IN ADDITION TO WHAT IS SHOWN ON THESE PLANS. THE PLAN MAY BE MODIFIED WITH APPROPRIATE APPROVALS AS FIELD CONDITIONS WARRANT. 2 OFTURAL SOIL TOGETATION EROSIION SHALL REMOVALRETAINED DI DISTURBANCEPROTECTED OF VEGETATION SHPOSSIBLE. BE LIMPODDUTOO IUU I . THE AREA REQUIRED FOR IMMEDIATE CONSTRUCTION OPERATION AND FOR THE SHORTEST UI II PRACTICAL PERIOD OF TIME. E E I C IIIIII 3. TOPSOIL SHALL BE STOCKPILED TO THE EXTENT PRACTICABLE ON THE SITE FOR USE ON AREAS TO BE REVEGETATED. ANY AND ALL STOCKPILES SHALL BE LOCATED AND III .....- ------;1--- -- ' PROTECTED FROM EROSIVE ELEMENTS. I Ii II I 4. AT ALL TIMES, THE PROPERTY SHALL BE MAINTAINED AND/OR WATERED TO PREVENT ■ 111111111111 1 _Mu I / WIND CAUSED EROSION. EARTHWORK OPERATIONS SHALL BE DISCONTINUED WHEN FUGITIVE DUST SIGNIFICANTLY IMPACTS ADJACENT PROPERTY. IF EARTHWORK IS COMPLETE OR 1 DISCONTINUED AND DUST FROM THE SITE CONTINUES TO CREATE PROBLEMS, THE I / CONTRACTOR SHALL IMMEDIATELY INSTITUTE MITIGATIVE MEASURES AND SHALL CORRECT a SS I / DAMAGE TO ADJACENT PROPERTY. DAV I S 1 I• APPROXIMATE LIMITS OF WORK �/ c� 5. PERMANENT OR TEMPORARY SOIL STABILIZATION MEASURES SHALL BE APPLIED TO PARTNERSHIP "� =� DISTURBED AREAS WITHIN 30 DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF I I / ;'mo i*S. __ /4, . '' THE SITE. UNLESS SPECIFIED OTHERWISE, TEMPORARY VEGETATION SHALL BE INSTALLED ON �`-1 ' -- -------1 I------"----"""'"°---------------------._...._______........... SS // // 1 , `` , 0.1., ALL DISTURBED AREAS WHERE PERMANENT SURFACE IMPROVEMENTS ARE NOT SCHEDULED ARCHITECTS (j. 1___-_ IIFOR INSTALLATION WITHIN THREE MONTHS. TEMPORARY VEGETATION SHALL BE A VIGOROUS, —�,�%� I 2901 Blake Street, Suite 100 li nis, SS � � I �` DROUGHT TOLERANT, NATIVE SPECIES MIX. PROJECT SCHEDULING SHOULD TAKE ADVANTAGE Denver 2901DenvB, C080205 11 / , I — _, I / // 0 1 OF SPRING OR FALL PLANTING SEASONS FOR NATURAL GERMINATION, BUT SEEDED AREAS 303.861.8555 ird��CA I SEE NOTE 45 I SHALL BE IRRIGATED, IF CONDITIONS MERIT. REFER TO THE LANDSCAPE PLAN FOR FINAL '�. 1ANN a / LANDSCAPING. inommeI Consultant ff / I 6. TEMPORARY FENCES SHALL BE INSTALLED ALONG ALL BOUNDARIES OF THE CONSTRUCTION JOB NO.:M14.0440.004 ___ri !V4' , . . o �e kW - ill 0 � /a I\ / 1 LIMITS OR PROPERTY LINES TO PREVENT GRADING ON PROPERTY NOT OWNED BY THE , 7;414 ,� a /� �����, OWNER/DEVELOPER. IN ADDITION, THE TOWN OF VAIL MAY REQUIRE ADDITIONAL TEMPORARY friMARTIN/MARTIN -�' ID '���6�� � / t�/��". Er Jl,% d CONSULTING ENGINEERS • G�Jnu I FENCES IF FIELD CONDITIONS WARRANT. a, ���� �� °a - 4 °� ° ° a I //i G Ri �i�\--• C • 0101 FAWCETT ROAD,SUITE 260,AVON,COLORADO 81620 !►_, �� ��i ® a D4 SEE / `G �,• 970.926.6007 MARTINMARTIN.COM a ♦� �—� . /- - a I / 7. THE CONTRACTOR SHALL PREVENT SEDIMENT, DEBRIS AND ALL OTHER POLLUTANTS FROM i . .� NOTE 14 / . .. _ ENTERING THE STORM SEWER SYSTEM DURING ALL DEMOLITION, EXCAVATION, TRENCHING, r "" \V\ �'�Pl't �// V �- - - - - - ° a Il I GRADING OR OTHER CONSTRUCTION OPERATIONS THAT ARE PART OF THIS PROJECT. THE I // SS 4 . CONTRACTOR SHALL BE HELD RESPONSIBLE FOR REMEDIATION OF ANY ADVERSE IMPACTS TO I , 111111M1111 I j SSAI I 04 g ADJACENT WATERWAYS, ROADWAYS, WETLANDS, ETC., RESULTING FROM WORK DONE AS PART b _ ��, II OF THIS PROJECT. ir -aI / _� �_�`�� D Q � - - �� ♦►� ` ' ,♦,�� 11-1'- �-��i �1���,I,�,�,�,�, . / �- I . . .�, 8. THE CONTRACTOR AND/OR THEIR AUTHORIZED AGENTS SHALL REMOVE ALL SEDIMENT, MUD, D • Il4 • Vicigir-VF ��� i ��404•00���jkor.f i�A),• ,♦g#041. ,0a - �,— CONSTRUCTION DEBRIS, OR OTHER POTENTIAL POLLUTANTS THAT MAY HAVE BEEN Q - , , ,� ,-� 4414�444444jiti$ , 44 ..4i$,♦,I, . ♦� ;( J INADVERTENTLY DISCHARGED T0, OR ACCUMULATED IN, THE FLOWLINES AND PUBLIC V y,♦*""r���' ►��44IS S—A.*,,♦,♦���*44441%4WW4N04.4#4 I / / I RIGHT-OF-WAY AS A RESULT OF CONSTRUCTION ACTIVITIES ASSOCIATED WITH THIS SITE /�� ,*� ♦ ♦ , ♦ < , I �I. ♦ ♦ ♦ / -T- - - DEVELOPMENT OR CONSTRUCTION PROJECT. - „ ��►o- V • °44'144444.4.41jpSS" 4 t' A"' ► `►♦t►")t#S ,-tkn r"-pA �>Aiai� 14�♦%♦� I / - - - - T_ — _ _�S e � �� ' � �. 444416411-4__Na#4/#4:#4VS14#4#44#ilb#4?4,444SVPIkr� � � � �. , - o--✓� — — 9. THE GRADING CONTRACTOR AND/OR THEIR AUTHORIZED AGENTS SHALL INSURE THAT ALL I� Ii ♦ _ ♦ ♦ ♦ ♦ _ _ . . ��-��� - - -E ` ���♦�♦�♦����`i►'.� 0 - - _ - - - - _ ���������♦�♦�♦�,�����♦�,�� �,/ - - - LOADS OF CUT AND FILL MATERIAL IMPORTED TO OR EXPORTED FROM THIS SITE SHALL BE ,,..,„ -E- - - -I- - - - - 0 - _ �C3 - - _ i ,,.,x)-44. 4,44 ��.,,������-__ \ ' • �-,--_ -� PROPERLY COVERED TO PREVENT LOSS OF THE MATERIAL DURING TRANSPORT ON PUBLIC ooi_l�' 0 REG/6 E- - - - -E - - - -E- - - - - - - - - - .L��,�,,,�,,i�, ,�� - �� ` = � ROADWAYS. �og�� '�PRK �•.'F�`� _W - - - - it44444444444444W, 10. APPROVED EROSION AND SEDIMENT CONTROL "BEST MANAGEMENT PRACTICES" [BMP] SHALL ••,�'�. G'�%�% -W_ __ CI PC ,� - - - - -r - - ; '� , , , ; ;�' 32753- W - - _W_ -I - - I �,�,� --— I,♦,♦,♦,♦,♦,♦*♦,4 4*$*$,♦,♦, , , , BE MAINTAINED AND KEPT IN GOOD REPAIR FOR THE DURATION OF THIS PROJECT. AT A \ •:JUNE 30, 2017: • LOCATE INLET W -s -W - - - - -W- - - - - - - �`����= +.��,• •,�,#,♦,♦,♦,♦,♦, 4#i"""#*♦ , , ,iV MINIMUM, THE CONTRACTOR OR HIS AGENT SHALL INSPECT ALL BMPS WEEKLY AND AFTER ��\ � v,�� W - - - - W_ - - - - -W- - - - - _w_ - - .._____r, ,�,�,�,�I,�,�,♦,♦,♦,♦,♦,�I , SIGNIFICANT PRECIPITATION EVENTS. ALL NECESSARY MAINTENANCE AND REPAIR SHALL BE • ��'ii�(I) - _ PROTECTION AT NEXTI — —W_ — �'� ,�,�,�,�,�,�� , , , COMPLETED IN A TIMELY MANNER. ACCUMULATED SEDIMENT AND DEBRIS SHALL BE REMOVED =_ / '��°° '� , SS - __ __ __ _ss_ _ - DOWNSTREAM INLET - _ - ----W- ,� •,ea, FROM A BMP WHEN THE SEDIMENT LEVEL REACHES ONE HALF THE HEIGHT OF THE BMP ,,ONAL Aa,�- SS- _ - _ I W_ _ _ _ - , - - - -SS- - ___ __i___ Il OR, AT ANY TIME THAT SEDIMENT OR DEBRIS ADVERSELY IMPACTS THE FUNCTIONING OF THE - -W- - _SS- - - - I - -W- _ _ - - - BMP. - -SS- - - - SS - -W_ _ - - SS- - - - I -W- - - 11 . WATER USED IN THE CLEANING OF CEMENT TRUCK DELIVERY CHUTES SHALL BE DISCHARGED - SS- - - - - SS- - I INTO A PREDEFINED, BERMED CONTAINMENT AREA ON THE JOB SITE. THE REQUIRED© — - - - - Original Issuance Date CONTAINMENT AREA IS TO BE BERMED SO THAT WASH WATER IS TOTALLY CONTAINED. WASH T- - - - - SS- - - - - _SS_ _ - WATER DISCHARGED INTO THE CONTAINMENT AREA SHALL BE ALLOWED TO INFILTRATE OR PERMIT 06/30/2017 -_ _ - -E- - - r- - - - - T- - - ---III:- - - -SS_ - - - - EVAPORATE. DRIED CEMENT WASTE SHALL BE REMOVED FROM THE CONTAINMENT AREA AND - - - TV - - E - TV - -E__ ___-___-___TT - _= SS- - - - - -SS- - - - _ PROPERLY DISPOSED OF. SHOULD A PREDEFINED BERMED CONTAINMENT AREA NOT BE — TV- - - __ __ _TV--E-S1-T- __ - T_ - - AVAILABLE DUE TO THE PROJECT SIZE, OR LACK OF AN AREA WITH A SUITABLE GROUND - -TV- -= - - -�F- -T- - _ SURFACE FOR ESTABLISHING A CONTAINMENT AREA, PROPER DISPOSAL OF READY MIX Revisions Date No. - - -TAT- _C_ - - - -T- - - _ =� WASHOUT AND RINSE OFF WATER AT THE JOB SITE SHALL CONFORM TO THE APPROVED I� - V -__-E- - ___-___-T-C _ - -�- - - - TECHNIQUES AND PRACTICES IDENTIFIED IN THE COLORADO DEPARTMENT OF PUBLIC HEALTH TV- - =E- - - _ -T- - - - E- - - - - TV- - —E- - - - -T___71-- - - - - - & ENVIRONMENT'S TRAINING VIDEO ENTITLED "BUILDING FOR A CLEANER ENVIRONMENT, TV- - - - - - - -E- -T- T- - - TV- - - - - T\ - _F=-L- - - _ READY MIX WASHOUT TRAINING", AND ITS ACCOMPANYING MANUAL ENTITLED, "READY MIX WASHOUT GUIDEBOOK, VEHICLE AND EQUIPMENT WASHOUT AT CONSTRUCTION SITES." THE DIRECT OR INDIRECT DISCHARGE OF WATER CONTAINING WASTE CEMENT TO THE STORM SEWER SYSTEM IS PROHIBITED. INFORMATION ABOUT, OR COPIES OF THE VIDEO AND C TRAINING MANUAL ARE AVAILABLE FROM THE WATER QUALITY CONTROL DIVISION, COLORADO C DEPARTMENT OF PUBLIC HEALTH & ENVIRONMENT, 4300 CHERRY CREEK DRIVE SOUTH, DENVER, COLORADO 80222-1530, 303-692-3555 12. THE CONTRACTOR SHALL PROTECT ALL STORM SEWER FACILITIES ADJACENT TO ANY LOCATION WHERE PAVEMENT CUTTING OPERATIONS INVOLVING WHEEL CUTTING, SAW CUTTING OR ABRASIVE WATER JET CUTTING ARE TO TAKE PLACE. THE CONTRACTOR SHALL REMOVE AND PROPERLY DISPOSE OF ALL WASTE PRODUCTS GENERATED BY SAID CUTTING OPERATIONS ON A DAILY BASIS. THE DISCHARGE OF ANY WATER CONTAMINATED BY WASTE PRODUCTS FROM CUTTING OPERATIONS TO THE STORM SEWER SYSTEM IS PROHIBITED. 13. PAVED SURFACES WHICH ARE ADJACENT TO CONSTRUCTION SITES SHALL BE SWEPT IN A TIMELY MANNER WHEN SEDIMENT AND OTHER MATERIALS ARE TRACKED OR DISCHARGED ON TO THEM. EITHER SWEEPING BY HAND OR USE OF STREET SWEEPERS IS ACCEPTABLE. STREET SWEEPERS USING WATER WHILE SWEEPING IS PREFERRED IN ORDER TO MINIMIZE DUST. FLUSHING OFF PAVED SURFACES WITH WATER IS PROHIBITED. Project Information 14. VEHICLE TRACKING CONTROL, STABILIZED STAGING AREA, CONSTRUCTION STORAGE AREA, AND CONCRETE WASHOUT AREA, SHALL BE LOCATED BY THE CONTRACTOR. THE LOCATION MAY VARY THROUGHOUT THE DURATION OF THE CONSTRUCTION PROJECT. 0) 15. CONTRACTOR SHALL PROVIDE CONSTRUCTION FENCE AROUND THE PERIMETER OF z CONSTRUCTION ACTIVITIES TO PREVENT ACCESS TO THE GENERAL PUBLIC AND TO MINIMIZE DISTURBANCE BEYOND THE LIMITS OF WORK. ELJ H o LEGEND co o Z 00 o OO - C VEHICLE TRACKING VTC W 0 w --v1_,(---v:_,(--. CONTROL fI Z 0 o B EROSION CONTROL B J �����/ BLANKET o ECB z 0 Q OINLET PROTECTION IP . z 1E y•_•;•;•_ D W o .❖.❖ W Q Ld _ ❖.•.� CONCRETE WASHOUT AREA CWA 0 Z ••••• Z EZIMM7M ROCK SOCK CRS) >. . w w W z SCL SCL SEDIMENT CONTROL LOG CCC J Z z �' Q ow Q 0 `r) > W Z U o J 1 0 o m U Co w Q ( O�n I) n g 0_ CL ct LI 00 I— Sheet Information c'.\i a A 4- A Sheet Title: GOLORADGi11 -- -C---O811EROSION CONTROL CN O N KNOW WHAT 'S SEl OW. CA1L DITOR[ YOU 01C. _Ar- o _� PLAN ....,.._ , ,ij T = CALL 811 2-BUSINESS DAYS IN ADVANCE Sheet Number: 0 r: BEFORE YOU DIG, GRADE OR EXCAVATE FOR o MARKING OF UNDERGROUND MEMBER UTILITIES ,_ ,..) MARTIN/MARTIN ASSUMES NO RESPONSIBILITY FOR UTILITY C 1 30 O . . LOCATIONS. THE UTILITIES SHOWN ON THIS DRAWING HAVE BEEN LI] J I I PLOTTED FROM THE BEST AVAILABLE INFORMATION. IT IS, HOWEVER, o z 10 5 0 10 20 THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY THE SIZE, 1- SCALE: l ''=10' MATERIAL, HORIZONTAL AND VERTICAL LOCATION OF ALL UTILITIES o ALL DIMENSIONS SHOWN ARE U.S. SURVEY FEET PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION. DPA Project: 15914.00.000 w o COPYRIGHT 2016 -DAVIS PARTNERSHIP,P.C. 1 2 3 4 5 1 6