HomeMy WebLinkAboutB13-0386 PLANS.pdf EROSION CONTROL NOTES: LEGEND Z a
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1 . THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIRED PERMITS (INCLUDING THE CPDS PERMIT) AND IMPLEMENTING AND MAINTAINING EROSION AND , ' z
SEDIMENT CONTROL MEASURES AT ALL TIMES DURING CONSTRUCTION TO PREVENT DAMAGING FLOWS ON THE SITE AND IN THE WATERSHED BELOW THE SITE. CONTROL Q z °
SYSTEMS SHALL BE INSTALLED PRIOR TO STRIPPING OF NATIVE VEGETATIVE COVER AND AS GRADING PROGRESSES. REFER TO SEDIMENT AND EROSION CONTROL VEHICLE TRACKING �/TC z ° o
PLANS. CONDITIONS IN THE FIELD MAY WARRANT EROSION CONTROL MEASURES IN ADDITION TO WHAT IS SHOWN ON THESE PLANS. THE PLANS MAY BE MODIFIED BY CONTROL w w o
THE CONTRACTOR WITH APPROPRIATE APPROVALS AS FIELD CONDITIONS WARRANT. z F a o
2. NATURAL VEGETATION SHALL BE RETAINED AND PROTECTED WHEREVER POSSIBLE. EXPOSURE OF SOIL TO EROSION BY REMOVAL OR DISTURBANCE OF VEGETATION O INLET PROTECTION IP Z co w 0 rn
SHALL BE LIMITED TO THE AREA REQUIRED FOR IMMEDIATE CONSTRUCTION OPERATION AND FOR THE SHORTEST PRACTICAL PERIOD OF TIME. z N
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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 Q z N 3 o X
AND PROTECTED FROM EROSIVE ELEMENTS. n N ° m a
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4. AT ALL TIMES, THE PROPERTY SHALL BE MAINTAINED AND/OR WATERED TO PREVENT WIND—CAUSED EROSION. EARTHWORK OPERATIONS SHALL BE DISCONTINUED WHEN
PROTECTION CIP
FUGITIVE DUST SIGNIFICANTLY IMPACTS ADJACENT PROPERTY. IF EARTHWORK IS COMPLETE OR DISCONTINUED AND DUST FROM THE SITE CONTINUES TO CREATE STABILIZED CONSTRUCTION
PROBLEMS, THE CONTRACTOR SHALL IMMEDIATELY INSTITUTE MITIGATIVE MEASURES AND SHALL CORRECT DAMAGE TO ADJACENT PROPERTY. ROADWAY SCR
5. PERMANENT OR TEMPORARY SOIL STABILIZATION MEASURES SHALL BE APPLIED TO DISTURBED AREAS WITHIN 30 DAYS AFTER FINAL GRADE IS REACHED ON ANY a a STABILIZED STAGING AREA SSA
PORTION OF THE SITE. UNLESS SPECIFIED OTHERWISE, TEMPORARY VEGETATION SHALL BE INSTALLED ON ALL DISTURBED AREAS WHERE PERMANENT SURFACE
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IMPROVEMENTS ARE NOT SCHEDULED FOR INSTALLATION WITHIN THREE MONTHS. TEMPORARY VEGETATION SHALL BE A VIGOROUS, DROUGHT TOLERANT, NATIVE SPECIES
MIX. PROJECT SCHEDULING SHOULD TAKE ADVANTAGE OF SPRING OR FALL PLANTING SEASONS FOR NATURAL GERMINATION, BUT SEEDED AREAS SHALL BE IRRIGATED, SF—SF—SF—SF
IF CONDITIONS MERIT. REFER TO THE LANDSCAPE PLAN FOR FINAL LANDSCAPING. STOCKPILE ILE MANAGEMENT SP
1=III=III=III—III=111 W PROTECTION
III I III III III III III J ill 6. SEDIMENT CONTROL LOGS AND TEMPORARY CHAIN—LINK FENCES SHALL BE INSTALLED ALONG ALL BOUNDARIES OF THE CONSTRUCTION LIMITS AS SHOWN ON THIS �s—.js—ds—ds
PLAN. IN ADDITION, THE TOWN OF VAIL MAY REQUIRE ADDITIONAL MEASURES IF FIELD CONDITIONS WARRANT. z
7. THE CONTRACTOR SHALL PREVENT SEDIMENT, DEBRIS AND ALL OTHER POLLUTANTS FROM ENTERING THE STORM SEWER SYSTEM OR GORE CREEK DURING ALL
CONCRETE WASHOUT AREA CWA 0
DEMOLITION, EXCAVATION, TRENCHING, GRADING OR OTHER CONSTRUCTION OPERATIONS THAT ARE PART OF THIS PROJECT. THE CONTRACTOR SHALL BE HELD
RESPONSIBLE FOR REMEDIATION OF ANY ADVERSE IMPACTS TO ADJACENT WATERWAYS, ROADWAYS, WETLANDS, ETC., RESULTING FROM WORK DONE AS PART OF THIS REG�
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8. THE CONTRACTOR AND/OR THEIR AUTHORIZED AGENTS SHALL REMOVE ALL SEDIMENT, MUD, CONSTRUCTION DEBRIS, OR OTHER POTENTIAL POLLUTANTS THAT MAY HAVE
BEEN INADVERTENTLY DISCHARGED TO, OR ACCUMULATED IN, THE FLOWLINES AND PUBLIC RIGHTS—OF—WAY AS A RESULT OF CONSTRUCTION ACTIVITIES ASSOCIATED \� \� CURB SOCK CS MB R 05, 2013 0
WITH THIS SITE DEVELOPMENT OR CONSTRUCTION PROJECT. *. lo!�
9. THE GRADING CONTRACTOR AND/OR THEIR AUTHORIZED AGENTS SHALL INSURE THAT ALL LOADS OF CUT AND FILL MATERIAL IMPORTED TO OR EXPORTED FROM THIS ROCK SOCK RS �S���NPL' \�' 0
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SITE SHALL BE PROPERLY COVERED TO PREVENT LOSS OF THE MATERIAL DURING TRANSPORT ON PUBLIC ROADWAYS.
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10.APPROVED EROSION AND SEDIMENT CONTROL "BEST MANAGEMENT PRACTICES" [BMP] SHALL BE MAINTAINED AND KEPT IN GOOD REPAIR FOR THE DURATION OF THIS SCL SEDIMENT CONTROL LOG ( SCL
PROJECT. AT A MINIMUM, THE CONTRACTOR OR HIS AGENT SHALL INSPECT ALL BMPS WEEKLY AND AFTER SIGNIFICANT PRECIPITATION EVENTS. ALL NECESSARY DIVERSION DITCHES/ (�
MAINTENANCE AND REPAIR SHALL BE COMPLETED IN A TIMELY MANNER. ACCUMULATED SEDIMENT AND DEBRIS SHALL BE REMOVED FROM A BMP WHEN THE SEDIMENT �� CHANNEL DD/DC
LEVEL REACHES ONE HALF THE HEIGHT OF THE BMP OR, AT ANY TIME THAT SEDIMENT OR DEBRIS ADVERSELY IMPACTS THE FUNCTIONING OF THE BMP. I C)Lu
11 .WATER USED IN THE CLEANING OF CEMENT TRUCK DELIVERY CHUTES SHALL BE DISCHARGED INTO A PREDEFINED, BERMED CONTAINMENT AREA ON THE JOB SITE. MULCHING z
THE REQUIRED CONTAINMENT AREA IS TO BE BERMED SO THAT WASH WATER IS TOTALLY CONTAINED. WASH WATER DISCHARGED INTO THE CONTAINMENT AREA SHALL BE W 0
ALLOWED TO INFILTRATE OR EVAPORATE. DRIED CEMENT WASTE SHALL BE REMOVED FROM THE CONTAINMENT AREA AND PROPERLY DISPOSED OF. SHOULD A SURFACE ROUGHENING CSR Z
PREDEFINED BERMED CONTAINMENT AREA NOT BE AVAILABLE DUE TO THE PROJECT SIZE, OR LACK OF AN AREA WITH A SUITABLE GROUND SURFACE FOR ESTABLISHING J
A CONTAINMENT AREA, PROPER DISPOSAL OF READY MIX WASHOUT AND RINSE OFF WATER AT THE JOB SITE SHALL CONFORM TO THE APPROVED TECHNIQUES AND w
PRACTICES IDENTIFIED IN THE COLORADO DEPARTMENT OF PUBLIC HEALTH & ENVIRONMENT'S TRAINING VIDEO ENTITLED "BUILDING FOR A CLEANER ENVIRONMENT, TEMPORARY SEEDING TS \
READY MIX WASHOUT TRAINING , AND ITS ACCOMPANYING MANUAL ENTITLED, "READY MIX WASHOUT GUIDEBOOK, VEHICLE AND EQUIPMENT WASHOUT AT CONSTRUCTION z
SITES." THE DIRECT OR INDIRECT DISCHARGE OF WATER CONTAINING WASTE CEMENT TO THE STORM SEWER SYSTEM IS PROHIBITED. INFORMATION ABOUT, OR COPIES OF PERMANENT SEEDING PS O m O
THE VIDEO AND TRAINING MANUAL ARE AVAILABLE FROM THE WATER QUALITY CONTROL DIVISION, COLORADO DEPARTMENT OF PUBLIC HEALTH & ENVIRONMENT, 4300 — U Z
CHERRY CREEK DRIVE SOUTH, DENVER, COLORADO 80222-1530, 303-692-3555. EROSION CONTROL BLANKET ECB w
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12.THE CONTRACTOR SHALL PROTECT ALL STORM SEWER FACILITIES ADJACENT TO ANY LOCATION WHERE PAVEMENT CUTTING OPERATIONS INVOLVING WHEEL CUTTING, 5 W W
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 SEDIMENT BASIN SIB SEWER SYSTEM IS PROHIBITED. W Z
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13.PAVED SURFACES WHICH ARE ADJACENT TO CONSTRUCTION SITES SHALL BE SWEPT IN A TIMELY MANNER WHEN SEDIMENT AND OTHER MATERIALS ARE TRACKED OR p
DISCHARGED ON TO THEM. EITHER SWEEPING BY HAND OR USE OF STREET SWEEPERS IS ACCEPTABLE. STREET SWEEPERS USING WATER WHILE SWEEPING IS
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PREFERRED IN ORDER TO MINIMIZE DUST. FLUSHING OFF PAVED SURFACES WITH WATER IS PROHIBITED. Q
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14.ALL VEGETATION SHOWN ON THIS PLAN IS TO REMAIN AND BE PROTECTED. FOR TREE MITIGATION, RE: EXISTING CONDITIONS AND DEMOLITION PLANS. 0 0
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15.CONTRACTOR TO PROVIDE SUFFICIENT VEHICULAR AND PEDESTRIAN TRAFFIC CONTROL TO PROTECT PASSERSBY. LL 0
16.ALL DISTURBED SLOPES GREATER THAN 2:1 TO BE EQUIPPED WITH APPROVED EROSION CONTROL BLANKETS PRIOR TO FINAL STABILIZATION. Li— W
17.PLACEMENT OF THE VEHICLE TRACKING CONTROL PAD, STABILIZED STAGING/STORAGE AND VEHICLE FUELING/MAINTENANCE AREAS ARE TO BE AT THE CONTRACTOR'S a) r r r r
DISCRETION IN CONCERT WITH THE OWNER'S REPRESENTATIVE'S APPROVAL. E
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18.ALL EQUIPMENT IS TO REMAIN WITHIN ASPHALT SOUTH OF THE AMPHITHEATER. UNDER NO CIRCUMSTANCES SHOULD BETTY FORD ALPINE GARDENS BE DISTURBED. z J J J J
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19.FOR PROPOSED SEED MIXTURES, RE: LANDSCAPE.
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20.SILT SOCKS (OR SEDIMENT FILTER BAGS) TO BE AS MANUFACTURED BY "THE SPILL SOURCE" OR APPROVED EQUAL. INSTALL PER MANUFACTURER'S WRITTEN ° N -t Lo Lo
INSTRUCTIONS.
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21 .ALL EROSION CONTROL MEASURES AND STOCKPILE LOCATIONS WITHIN THE LIMITS OF PROPOSED FENCING SHALL BE COORDINATED WITH TURF DESIGN—BUILDER PRIOR
TO CONSTRUCTION.
22.STORM PIPES HAVE BEEN TURNED OFF FOR CLARITY OF THE EROSION & SEDIMENT CONTROL PLANS. FOR DETAIL STORM SEWER INFORMATION, RE: SHEETS
C71 —C76. � � °
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° 23.FOR ADDITIONAL NOTES, ABBREVIATIONS, AND SITE FEATURE LEGEND, RE: SHEETS C1 AND C2. > > � �
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BASIS OF BEARING AND BENCHMARK: :� z Z 0
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z 1 . BASIS OF BEARING: THE LINE CONNECTING THE MONUMENTS FOUND IN PLACE MARKING THE EASTERLY BOUNDARY OF "THE WREN", BEING S00°32'20"W. > > z z
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2. BENCHMARK: HARN CONTROL POINT "SPRADDLE", ELEVATION = 8287.82' (NAVD 88). o o of ct
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O 3. EXISTING TOPOGRAPHY SHOWN WAS INITIALLY TAKEN FROM THE DESIGN SURVEY COMPLETED BY GORE RANGE SURVEYING, LLC. AND FURTHER SUPPLEMENTED WITH cn o o 0 0
Q PHASE 1 PROPOSED TOPOGRAPHY. THEREFORE, FIELD CONDITIONS MAY VARY FROM THOSE SHOWN ON THESE PLANS. ALL ELEVATIONS AND EXISTING IMPROVEMENTS — "' 0' " "
z SHOULD BE FIELD—VERIFIED WITH NOTIFICATION PROVIDED TO ENGINEER OF DISCREPANCIES PRIOR TO CONSTRUCTION.
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