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HomeMy WebLinkAboutDRB18-0254_C300 307_1530568577.pdf 440 OF iv. or,9"\ \ \ I — — a." \ \\ \� Public Way Perrnitfor ,/ LEGEND z ACCESS ROAD LAYBACK. \ Tempuseofaccessroadwithin Iy / I- u, . b• 1 .5:1 (H:V) SLOPE TO BE OBSERVED \ Right of Way requires a Public Way , tern u�� required . / -SF SF SILT FENCE SF BY GEOTECHNICAL ENGINEER. F�ermit, Please contact the PWp CONTRACTOR TO COORDINATE \ 49 79 f Department, Leonard Sandoval at / / 2 GEOTECH. INSPECTION W OWNERS. 970479-2198 for detai Contact the P\JVVEHICLECONTROL z CAF'E'RovED / \ ORESTROAD I / ������� �� \ 0 CC 7/2/2018 ■ ■ �_ ■ \ _ \ ® / /� Z z o U ' : \� Dëiatiii / O INLET PROTECTION CIP� Z 12' WIDTH TEMPORARY I P ---- :';-1.‘ �. •y:: :..:.' : ' :: -1 - - _ _ - _ - �� / J 'y'‘:1111;:::;.:o.11:\4-1\'\. � _50.04 �' - — '� \ / -7#40,0 Q `^ O = ' . a fee_an� - / \ ' OUTLET PROTECTION COP z Qo `' CONSTRUCTION ACCESS ROAD. CUT 1 ;;.•;, .; 8 � mss: - LOC =8250 __-..„3411; REPLACE TREES ♦ : .2 -�- - - - �� _ • z AND FILL AS NEEDED. 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ECB .���- • N ' <, =^:` • _,L� / - - - _ \ \ \ 1� ,;.� - — 8245 — \/ Q PROVIDE EROSION CONTROL — -8260 a- lt� ���� _ . �h X 3aeL ;, `-� 'S s� N11 --_� \ \ ��/1`�\ \\ \\ „'; �• -• � - __ - - - _ - - - --I - - - - - - - '�,4;,,. ❖ ori PS pT_ ��7w7_: �r:,.: ` ,�4�: �b T•= ; .:\.,• :.•:...:.�,�\ 1/� N \//I\` - - _ \\ \ \ \ - \ \ \ \ _ - _ _ _ _ -4 _ - - - - - •: CONCRETE WASHOUT AREA @N--A- o 0 BLANKET AND PERMANENT SEEDING - 55.35 h .. _ ,.;., \ _ –_� \ \ – —_ – r� C ALL DISTURBED AREAS. . ��.ltire h �\ - - \ \ \ _� - - - _ - •e,�� - - - _ CD cn ..:., '. 44' \ ��������7�. ♦ yam :., .;, : \ \ \ — — v! 7 �`I l� .wtra��viwA z.. --:_.if ' • . ~ • — — - - - ���iiret i e FAgia --I-7-1' - - \ s - - - - - – ..- �j, �..�. � \� CONSTRUCTION CONSTRUCT 8" HEIGHT - - - - _ �. - _ - \ \ \ - _ _ _ :���/ I� -CF CF CC FD 0 P - :� sN�� 4014-� � i1���iv�7ar�1�7�7�7�7�7�7�7/7� _ –� \ \ \ \ \ - _ % FENCE COMPACTED SOIL BERM �l �i� 82 r4��7--:-- -ZA-I1�:k7�---- 7��-41'4 ■ . - i LOC I/ \ �•� \ N - — BETWEEN SILT FENCE AND TOP - - - - ,1WA:fin-22 6.770,�� �7 SSP'�i�� ''ti��• \ \ `\TGA –\ \ \ -\ N N \ - - - —8250 - 7,, \ \ \ \��� --�'�=������'��� / - v vI /////Xiiiiiia SEDIMENT CONTROL LOG SCL OF CUT, TO DIVERT WATER 8265 — Ni.a�C� .�o�7.iO� �.. ..,�.w�� ECB .�k� F F \'I�\\\ \ \ \\ \ \ \�� �Ni� � �I�i_. � 8265 ��� � : 1AWAY FROM TEMP. 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W�' 7�;��! 621.-WW.8 VITA/43FA lh� kr i .:, ---7-______° , , v� •IrAw" •sem. r W ,�� � .. � � ??ieff �EI�9i►�I!�7�7 '►ice _� _• ) •�- �:��d�I��i7 !f �%���►i.SI�Ei,.� '" �,-N6_ 3 ���IAVI��7I7� 8283 �� w�o� ; , �f.�J���� / 21 trim — 'r -• - - ,•.AMM 4 /— ,.x/1,7....m-_---- ,- �•• _---�--i _ NMINIVg? -— LOC '.i.►���I7�7Ai�7A7A7A7A7A7 8285 '�r; i ►.' r=-/ ' I P a—_ EIIwA. m=ar-.�.�Lr7�77�7�7A 41_ – rwe m,yet;rATATATATATAVAI FA tr.:WI AVidA-I Misr I . P A`f� E ri\v_ — 111- Lill 1 0"W41AA�AWA1 8287 "Mir 'mr' I ,"---- -.6� a . ,, �8� C I __ Af �1MW ! i- - - _rl r < .:6"-i' Z ��1 U� --flo w ����12 Kmv'MA �8289 �..•�!� is*TLZk.w.vtek kw .� t .r410.-, as j� - - -- , ••.EP e *" Ali -On 8- -- v , - - ---- �\ .). a d •OkOP'��� a ____ 0 RS / � � I(/,� `�4 /•, _.2 a 8290 .... ,` i 0 / CRD 'a"'' r/I a _���w�:► a i �:/ _, �a ' CWA 00:00$a , ,' _ –\ ' ir '.!AV – – RSNpop ' / drillillift®OCI d►�• � 431) — LOCGERroxiol ® 0 / EROSION CONTROL NOTES: cL 1 . THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIRED PERMITS AND IMPLEMENTING AND MAINTAINING EROSION AND SEDIMENT CONTROL MEASURES AT ALL TIMES DURING CONSTRUCTION TO PREVENT DAMAGING FLOWS ON THE SITE AND IN THE WATERSHED BELOW THE SITE. CONTROL SYSTEMS SHALL BE INSTALLED PRIOR TO STRIPPING OF NATIVE VEGETATIVE COVER AND AS GRADING PROGRESSES. CONTRACTOR TO COORDINATE LOCATION OF STAGING AREA, SOIL STOCKPILE AREA, CONCRETE WASHOUT AREA, SILT FENCE AND CONSTRUCTION FENCING. LOCATIONS SHOWN MAY VARY AT THE JOB SITE FROM WHAT IS SHOWN a, ON THIS 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. u) cn 2. NATURAL VEGETATION SHALL BE RETAINED AND PROTECTED WHEREVER POSSIBLE. EXPOSURE OF SOIL TO EROSION BY REMOVAL OR DISTURBANCE OF VEGETATION SHALL BE LIMITED TO THE AREA REQUIRED FOR IMMEDIATE CONSTRUCTION OPERATION AND FOR THE SHORTEST PRACTICAL PERIOD OF TIME. 2 Q 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 PROTECTED FROM EROSIVE ELEMENTS. z z in- 0 v0, 4. AT ALL TIMES, THE PROPERTY SHALL BE MAINTAINED AND/OR WATERED TO PREVENT WIND-CAUSED EROSION. EARTHWORK OPERATIONS SHALL BE DISCONTINUED WHEN FUGITIVE DUST SIGNIFICANTLY IMPACTS ADJACENT PROPERTY. IF EARTHWORK IS COMPLETE OR DISCONTINUED AND DUST FROM THE SITE CONTINUES vi r o z N CCC'_w _ TO CREATE PROBLEMS, THE CONTRACTOR SHALL IMMEDIATELY INSTITUTE MITIGATIVE MEASURES AND SHALL CORRECT DAMAGE TO ADJACENT PROPERTY. z Q �o� cL 0 5. PERMANENT OR TEMPORARY SOIL STABILIZATION MEASURES SHALL BE APPLIED TO DISTURBED AREAS WITHIN 30 DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. UNLESS SPECIFIED OTHERWISE, TEMPORARY VEGETATION SHALL BE INSTALLED ON ALL DISTURBED AREAS WHERE PERMANENT SURFACE 0 w u, <OrbJ -, 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 Q0_-_ CO z SHALL BE IRRIGATED, IF CONDITIONS MERIT. z=,,x z o Q 00 =acc`',J - w LA > ! 6. TEMPORARY FENCES SHALL BE INSTALLED ALONG ALL BOUNDARIES OF THE CONSTRUCTION LIMITS OR PROPERTY LINES AS SHOWN ON THE APPROVED EROSION CONTROL PLAN, TO PREVENT GRADING ON PROPERTY NOT OWNED BY THE OWNER/DEVELOPER. IN ADDITION, THE TOWN OF VAIL MAY REQUIRE ADDITIONAL J o o Q cr 0 l< J ♦- ♦- = Qwc_'w Q 1— C) C� Q Q LL z o z TEMPORARY FENCESIF FIELD WARRANT. w Q 7. THE CONTRACTOR SHALL PREVENT SEDIMENT, DEBRIS AND ALL OTHER POLLUTANTS FROM ENTERING THE STORM SEWER SYSTEM DURING ALL DEMOLITION, EXCAVATION, TRENCHING, GRADING OR OTHER CONSTRUCTION OPERATIONS THAT ARE PART OF THIS PROJECT. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR o w o= Q J REMEDIATION OF ANY ADVERSE IMPACTS TO ADJACENT WATERWAYS, ROADWAYS, WETLANDS, ETC., RESULTING FROM WORK DONE AS PART OF THIS PROJECT. 10 5 0 10 20 >, > a� z o N SCALE: 1 "=10' _a m m �' w,=o oc Q 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 T0, OR ACCUMULATED IN, THE FLOWLINES AND PUBLIC RIGHT-OF-WAY AS A RESULT OF CONSTRUCTION ACTIVITIES ALL DIMENSIONS SHOWN ARE U.S. SURVEY FEET E 0 c C 0 z o � z o ASSOCIATED WITH THIS SITE DEVELOPMENT OR CONSTRUCTION PROJECT. D 0' Sc =o'II- 2 LIJ C/7 Lo - z -Q z zow �° 9. THE GRADING CONTRACTOR AND/OR THEIR AUTHORIZED AGENTS SHALL ENSURE THAT ALL LOADS OF CUT AND FILL MATERIAL IMPORTED TO OR EXPORTED FROM THIS SITE SHALL BE PROPERLY COVERED TO PREVENT LOSS OF THE MATERIAL DURING TRANSPORT ON PUBLIC ROADWAYS. ' A _Q �, o z w z I 0 0 cn�ELJ m� w oN 00 10.APPROVED EROSION AND SEDIMENT CONTROL "BEST MANAGEMENT PRACTICES" [BMP] SHALL BE MAINTAINED AND KEPT IN GOOD REPAIR FOR THE DURATION OF THIS PROJECT. AT A MINIMUM, THE CONTRACTOR OR HIS AGENT SHALL INSPECT ALL BMPS WEEKLY AND AFTER SIGNIFICANT PRECIPITATION EVENTS. ALL811 „ o O o �, 0 owow - o NECESSARY MAINTENANCE AND REPAIR SHALL BE COMPLETED IN A TIMELY MANNER. ACCUMULATED SEDIMENT AND DEBRIS SHALL BE REMOVED FROM A BMP WHEN THE SEDIMENT LEVEL REACHES ONE HALF THE HEIGHT OF THE BMP OR, AT ANY TIME THAT SEDIMENT OR DEBRIS ADVERSELY IMPACTS THE FUNCTIONING .0 w=L=0-1 N l< OF THE BMP. ' Q KNOW WHAT 'S BELOW. CALL BEFORE YOU DIG r L LLi_ z o O 11°k- j 11 .WATER USED IN THE CLEANING OF CEMENT TRUCK DELIVERY CHUTES SHALL BE DISCHARGED INTO A PREDEFINED, BERMED CONTAINMENT AREA ON THE JOB SITE. THE REQUIRED CONTAINMENT AREA IS TO BE BERMED SO THAT WASH WATER IS TOTALLY CONTAINED. WASH WATER DISCHARGED INTO THE CONTAINMENT AREA SHALL BE ALLOWED TO INFILTRATE OR EVAPORATE. DRIED CEMENT WASTE SHALL BE REMOVED FROM THE CONTAINMENT AREA AND PROPERLY DISPOSED OF. SHOULD A PREDEFINED BERMED CONTAINMENT AREA NOT BE AVAILABLE DUE TO THE PROJECT SIZE, OR LACK OF AN AREA WITH A SUITABLE GROUND CALL 811 2-BUSINESS DAYS IN ADVANCE Sheet Number: SURFACE FOR ESTABLISHING A CONTAINMENT AREA, PROPER DISPOSAL OF READY MIX WASHOUT AND RINSE OFF WATER AT THE JOB SITE SHALL CONFORM TO THE APPROVED TECHNIQUES AND PRACTICES IDENTIFIED IN THE COLORADO DEPARTMENT OF PUBLIC HEALTH & ENVIRONMENT'S TRAINING VIDEO - z ENTITLED "BUILDING FOR A CLEANER ENVIRONMENT, 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 BEFORE YOU DIG, GRADE OR EXCAVATE FOR ° Q SEWER SYSTEM IS PROHIBITED. INFORMATION ABOUT, OR COPIES OF THE VIDEO AND TRAINING MANUAL ARE AVAILABLE FROM THE WATER QUALITY CONTROL DIVISION, COLORADO DEPARTMENT OF PUBLIC HEALTH & ENVIRONMENT, 4300 CHERRY CREEK DRIVE SOUTH, DENVER, COLORADO 80222-1530, 303-692-3555 MARKING OF UNDERGROUND MEMBER UTILITIES 1- MARTIN/MARTIN ASSUMES NO RESPONSIBILITY FOR UTILITY - o Li -I12.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 LOCATIONS. THE UTILITIES SHOWN ON THIS DRAWING HAVE BEEN Q 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. PLOTTED FROM THE BEST AVAILABLE INFORMATION. IT IS, HOWEVER, 0 0 z THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY THE SIZE, 1 S 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 MATERIAL, HORIZONTAL AND VERTICAL LOCATION OF ALL UTILITIES o SWEEPING IS PREFERRED IN ORDER TO MINIMIZE DUST. FLUSHING OFF PAVED SURFACES WITH WATER IS PROHIBITED. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION. CL 0