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GENERAL CONSTRUCTION NOTES:
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1. THE CONTRACTOR SHALL CONFORM TO ALL TOWN OF VAIL CODE, REGULATIONS AND STIPULATIONS WHILE ACCESSING THROUGH OR WORKING ON SITE.
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`� ,Q 'O 2 OFECONNTRACTOR NSTRUCTON.SHNOLSCHEDULE A CONSTRUCTION PWILLCBESP PERMITN TED PRIOR TO THETING WITH THE PRE-CONSTRUCTIONCME TING.EER, AND THE CONTRACTOR VAIL AT LEAST SHALL NOTIFY THE8OWNER SA MIINIMUM OF 4TO THE START DRB
\ HOURS AND A MAXIMUM OF 96 HOURS PRIOR TO STARTING CONSTRUCTION. APPROV
1 ---‘: S1P REGRADE DITCH TO INLET 9/20/2017
12:00:00
(3:1 SLOPES) 3. CONTRACTOR SHALL OBTAIN AT THEIR EXPENSE ALL PERMITS, INSPECTIONS, SPECIFICATIONS, PERMITS, BONDS, ETC. FROM ALL APPLICABLE AGENCIES PRIOR TO
® PROPOSED 2'-4'HIGH UNDULATING LANDSCAPE BERM CDOT TYPE C INLET COMMENCEMENT OF CONSTRUCTION. WHICH ARE NECESSARY TO PERFORM THE PROPOSED WORK.
WITH(10-12)12'-14'EVERGREENS AND RIM 8502.80' 4. THE CONTRACTOR SHALL NOTIFY THE TOWN OF VAIL CONSTRUCTION INSPECTOR (970-479-2198) 72 HOURS PRIOR TO THE START OF ANY CONSTRUCTION. IF WORK IS
EXISTING MINOR ASPENS ALONG NORTHERLY 8.0'UTILITY EASEMENT SUMP 8497.800 SUSPENDED FOR ANY PERIOD OF TIME AFTER INITIAL START-UP, THE CONTRACTOR SHALL NOTIFY THE TOWN OF VAIL OF REASON FOR SUSPENSION AND ESTIMATED TIME OF
EXISTING r INV.OUT=8499.50' S SUSPENSION. CONTRACTOR SHALL NOTIFY THE TOWN OF VAIL 72 HOURS PRIOR TO RESTART OF CONSTRUCTION.
CONTOUR(TYP.) WITHIN CLOUDED AREA �I ( )
FENCE(TYP.) EXISTING MAJOR "4 ii 5. THE CONTRACTOR SHALL NOTIFY THE TOWN OF VAIL ENVIRONMENTAL HEALTH INSPECTOR (970-479-2333) AT LEAST 2 WORKING DAYS PRIOR TO THE START OF ANY EARTH
CONTOUR(TYP.) RE:LANDSCAPE ARCHITECT 1!r
\ \� \ \ I� INSTALL/MAINTAIN 2.0'SHOULDER DISTURBING ACTIVITY, OR CONSTRUCTION ON ANY AND ALL PUBLIC IMPROVEMENTS.
p\ x / ALONG ROAD AND DRIVEWAY(TYP.)
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6. THE CONSTRUCTION OF ALL ROADS, SIDEWALKS, CURBS, EARTHWORK AND OTHER INFRASTRUCTURE DEVELOPMENT NOT SPECIFICALLY SPECIFIED BY SEPARATE UTILITY
B.O.W.=93.75'\ B.O.W.=94.00' / / m
\PROPOSED CONTOUR �:,,, ,,,,p
INSTALL SMALL BERM AROUND I COMPANIES, SHALL BE CONSTRUCTED ACCORDING TO THE TOWN OF VAIL MUNICIPALITY STANDARDS AND SPECIFICATIONS, AND/OR COLORADO DEPARTMENT OFT.O.W.=96.50'' T.O.W.=96.25' i (TYP.) PROPERTY LINE(TYP.) fi /� '\
TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION 2011 EDITION AND LATEST REVISIONS, REVISIONS, SOILS/GEOTECHNICAL REPORTS, AND
T.O.W.-93.00' �� _: ,��A1• �+� , �,_ -,� 8500 8500 � %-/t.. I INLET(3:1 SLOPES) ANY SUPPLEMENTAL SPECIFICATIONS PROVIDED WITH THE CONTRACT. WHEN STANDARDS CONFLICT, THE STANDARD JUDGED MOST RESTRICTIVE BY THE ENGINEER SHALL
INSTALL 1:1 BOULDER �►.. -� \ \ w �/►� ,A_�� Arr �� IPREVAIL. THE CONTRACTOR SHALL OBTAIN COPIES OF THE TOWN OF VAIL MUNICIPALITY STANDARDS AND SPECIFICATIONS IN IT'S MOST CURRENT EDITION AND HAVE THAT
B.O.W.=91.00' -�- � 77� Ili,. if === 1 8504_WITH 12"FREE-DRAINING BACKFILL AND I \ ��„� 8499 - �' d - 8503.72' COPYONTHESITEATALLTIMES.
/� o+ kg - 8494 �. i , �;1 epi .;';
4"WRAPPED PERFORATED PVC a \° 8495 , \ EDGE OF ASPHALT '`�`�+ R10.00 7. THE CONTRACTOR SHALL MAINTAIN ONE SET OF APPROVED PLAN ON-SITE AS AN AS-BUILT SET IN WHICH THE CONTRACTOR RECORDS ALL CHANGES TO THE APPROVED
PIPE AT 1.0%MIN TO DAYLIGHT ( *T
I PLANS. ANY SIGNIFICANT PLAN CHANGES SHALL BE CONSIDERED AMENDMENTS TO THE PERMIT AND REQUIRE PRIOR WRITTEN APPROVAL FROM THE OWNER, DESIGN ENGINEER
� \ DRIVEWAY(TYP.) \ AND TOWN of VAIL z
4.0'MAX HEIGHT 84\6 8502.86'( ) 8496.90' 8.0'UTILITY EASEMENT o
(TYP.) T.O.W.=96.25' 150'SIDESETBACK \ �O F.G. 03.50 �I 8503 8502.86' 8. THE CONTRACTOR SHALL KEEP (1) SET OF CONSTRUCTION DRAWINGS MARKED UP TO FULLY INDICATE AS-BUILT CONDITIONS. SAID DRAWINGS SHALL BE PROVIDED TO THE
8497.49' \ ��* I
B.O.W.=93.758496.75'� o% /i0•.. � 8501.15' -8503 OWNER, ENGINEER, AND TOWN OF VAIL UPON COMPLETION OF THE WORK AND PRIOR TO FINAL ACCEPTANCE. CONTRACTOR IS RESPONSIBLE TO PROVIDE AT THEIR OWN wipvitivmul
/ + _ g� � \ � ! EXPENSE SURVEY AS-BUILTS OR PROVIDE AT LEAST THREE SWING-TIES FROM PHYSICAL MONUMENTS TO ALL MANHOLES, INLETS, FITTINGS, SERVICE LINE STUBS, AND497.29 N� �. �� ,� o� •.��� INSTALL 4.0'X8"CONCRETE UTILITIES
o \ IIV �I' I 8502.6 VALLEY PAN
T.O.W.=93.00' ,
4(1 ,
8496./'' 5I9. THE CONTRACTOR SHALL NOT SCALE DRAWINGS FOR CONSTRUCTION PURPOSES. ANY MISSING DIMENSIONS OR DISCREPANCIES IN PLANS, FIELD STAKING OR PHYSICAL
r ?. 8497.41' // \
to \ �o `row I 02 FEATURES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER. ASSUMPTIONS MADE BY THE CONTRACTOR WITH REGARD TO THE DIMENSIONS OR DISCREPANCIES IN
0 4
B.O.W.=89.50' ''� _ _ _\_ 1 1.0% 8497.62' \,,.
UNHEATED 8500.13 \ _ PLANS, FIELD STAKING OR PHYSICAL FEATURES ARE AT THE CONTRACTORS RISK. IF CONSTRUCTION DOCUMENTS ARE UNCLEAR, OR IF ERRORS OR DISCREPANCIES ARE
1,��� 1 ., '� x- - - kg - o 8500.85' ' / I
s' IIS •+ \ 9 i - - - -1 8.0% 12.0' 0 6.0% b I 8501.45' X850 I DISCOVERED, THE ENGINEER SHALL NOT BE LIABLE IF THE CONTRACTOR OR CLIENT MAKES HIS/HER OWN INTERPRETATION OF AND/OR REVISES THE ORIGINAL INTENT OF THE
1j01�` / ,ter ____7_, ,..„:\i__ E„_ 4.0% 2� CONSTRUCTION DOCUMENTS AND DESIGN DRAWINGS.
"kil VC, N �\ � ��. - 8496.90' 7 �� \4 IrI wih
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�°'r9,,,-----------11A \ H.P.=8497.25' b96 �fl �� 9e\ 8499 �,., NIIII0'' Illo 8501.28'
T•0•W 93 00'---_�, �`�, � \ 0 8 8498.57' \ ,I / 1 I� 7
10. CONSTRUCTION STAKING IS BY CONTRACTOR AND TO BE PERFORMED BY A COLORADO LICENSED PROFESSIONAL LAND SURVEYOR. THE CONTRACTOR SHALL PROTECT ALL
o� \ 6s .\ I �' 8501.45' EXISTING SURVEY MONUMENTS FROM DAMAGE DURING CONSTRUCTION. ANY MONUMENTS DISTURBED BY THE CONTRACTOR SHALL BE RESET AND DOCUMENTED BY A LICENSED
B.O.W.=89.25' � _�_��° s)• \ \ , T.O.W.=99.00' LAND SURVEYOR AT THE CONTRACTOR'S EXPENSE. CONTACT PROJECT SURVEYOR FOR BENCHMARKS. LLI
;; ,� , / \ B.O.W.=97.50' 8500.60' l r
PROPOSED(5)8'-12' ��9 SiViV41111 8497.50' _ �° / / 8497.04' =� 1 \ INSTALL 18"DRIVEWAY CROSS CULVERT Q 8 ti a0
T.G.W.=98.00' 11. CONSTRUCTION SAFETY IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. NEITHER THE ENGINEER, OWNER, OR TOWN OF VAIL WILL BE RESPONSIBLE FOR MONITORING OREVERGREENS AND ASPENS '��� " ', \ 2 8497 ¢9> W/F.E.S.,CONNECT TO EXISTING ASSURING CONTRACTOR'S COMPLIANCE WITH ANY APPLICABLE SAFETY LAWS, PROGRAMS, REGULATIONS, OR POLICES.
29 BO.W.=97.25' �_� T.O.W.=99.00'ALONG WESTERLY 8.0'UTILITY i I ��� I 9'X19' �_. �-2 -- "i 8500.39' (MATCH SLOPE)
`44%.,...*- T.O.W.=97.00' 0, -"�' B.O.W.:98.00'=850011'0 12. THE CONTRACTOR SHALL PROVIDE ALL LIGHTS, SIGNS, BARRICADES, FLAGMEN OR OTHER DEVICES NECESSARY TO PROVIDE FOR PUBLIC SAFETY IN ACCORDANCE WITH THE
EASEMENT NO BERM \ ,_, � / ��� �T/RIDGE=8522.75' y5 PARKING -t497
11( ) ',D 8500.32' I CURRENT MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD), INCLUDING THE STATE OF COLORADO AMENDMENTS. THE CONTRACTOR WILL BE RESPONSIBLE FOR ALL 0
B.O.W.`94.00' SPACE3 g% T •" 6, R10.00 +4� CONSTRUCTION ZONE TRAFFIC CONTROL. z
RE:LANDSCAPE ARCHITECTn \ cA C �,� 8T.O.W.=93.00 \ 8497.70' 13. ALL MATERIAL SAMPLING, TESTING AND INSPECTION OF MATERIALS BY A QUALIFIED INDEPENDENT CONSULTANT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR. THE
\ 25' 9'X19' O4, I CONTRACTOR MUST COORDINATE WITH THE GEOTECHNICAL ENGINEER, THE OWNER, AND ENGINEER OF SCHEDULING. SUBGRADE SHALL BE PROOF-ROLLED, FREE FROM
A B.O.W.=89.50' 8497.50' 8497.50PARKING -8500� DEFLECTION TO THE SATISFACTION OF THE GEOTECHNICAL ENGINEER. ANY FAILING AREAS SHALL BE REPAIRED AND PROOF ROLLED AGAIN UNTIL ACCEPTED BY THE
*4 eiee* ♦ � 8499.65'SPACE GEOTECHNICAL ENGINEER WITH NO ADDITIONAL COST TO OWNER.
CONNECT NEW 18"CULVERT LOTSETBACK(TYP.) cc, 8497.17' TO EXISTING CULVERT H FG =8800 \, oW/24"DIA. CONTRACTOR IS COMPLYING WITH COMPACTION REQUIREMENTS. THE CONTRACTOR IS NOT TO RELY UPON THESE TESTS FOR FILL CONTROL, NOR ARE THESE TESTS TO BE� 8497.75'INSTALL DRAINAGEA. / , GRATEAND 80.0 L.F.OF " ja, ''8sr (MATCH INVERTS) CONSTRUED AS A GUARANTEE BY THE ENGINEER OF THE CONTRACTOR'S CONTRACTUAL OBLIGATION.
2 CAR GARAGE 8 8497.50' 9i /
SWALE AT 2%MIN. TYP. a �'` /� Z�'%° �' \ �° 9. 18"HDPE PIPE 7.5% °p INV.IN=8496.20'
(TYP.) (2-9'X18'SPACES) @ \ 8497.39'
h
c. - co 15. THE OWNER SHALL BE RESPONSIBLE FOR OBTAINING AND SUBMITTING TO THE TOWN OF VAIL CONSTRUCTION INSPECTOR MATERIAL TESTS IN ACCORDANCE WITH THE o,
,,,71 / F.G.-86.70' ��'V \ I/ �. GRATE=8496.00' i�' �� 8499-
1 • �� �.\ ) / I/ \ �,,� ` , n V O / - I APPLICABLE STANDARDS AND SPECIFICATIONS FOR ALL WORK WITHIN THE PUBLIC RIGHT-OF-WAY. IF THE FINAL SOILS/PAVEMENT DESIGN REPORT DOES NOT CORRESPOND '_ i W�
F.G.=85.00' INV.OUT-8492.00 8497.50' 8497.50' 1 / z
�-� TOP WATER=85.00' •�� / 8497.50 k./)......._ ` co 8496.78' 9 ' \ 8498.32 WITH THE RESULTS OF THE ORIGINAL GEOTECHNICAL REPORT, THE OWNER SHALL BE RESPONSIBLE FOR A RE DESIGN OF THE SUBJECT PAVEMENT SECTION. ALL FINAL
sr lC 1 -R5.00 '+ SOILS/PAVEMENT DESIGN REPORTS SHALL BE PREPARED BY A LICENSED PROFESSIONAL ENGINEER. THE FINAL REPORT SHALL BE SUBMITTED TO THE TOWN OF VAIL ro a 0
it
L I �• \ O1 .� I\� `I\ / \ - 8496.24' 2-CAR GARAGE \ \ CONSTRUCTION INSPECTOR PRIOR TO PLACEMENT OF BASE AND ASPHALT. Z w o
/ F.G.=86.70' 8496.36' ) 8497.51' o
,. \ o `'�\ , ;, 40 8497.00' \ (2-9'X18'SPACES) / 8497.68' I z
F.G.=84.00' \ �,. 400.- 8 6 \� 8497.68' 16. THE ENGINEER SHALL MAKE AN ON-SITE VISIT WITHIN FORTY-EIGHT (48) HOURS NOTIFICATION PERIOD FOR THE PURPOSE OF OBSERVING PROOF-ROLLS ON SUBGRADE AND = ct
' ��� E.G.=87.50'. 8497.50' INSTALL DRAINAGE ` I 4g ,_ UNHEATED AGGREGATE BASE COURSE AND FOR GENERAL OBSERVATION OF CONSTRUCTION METHODS BEING EMPLOYED AT THESE STAGES OF CONSTRUCTION. OBSERVATIONS OF THE L ,�/���' I \\ \ 8497.25 SWALE AT 2%MIN.(TYP.) 8497 0' \+ SAWCUTAND REMOVE WORK IN PROGRESS AND/OR FIELD TESTING PERFORMED BY THE ENGINEER SHALL IN NO WAY EXCUSE THE CONTRACTOR FOR DEFECTS DISCOVERED IN THEIR WORK. .� �` d
8.0'UTILITY EASEMENT . •7 s\�/ eLLI
(TYP.) yr-gq� 4 \ lin
�\ •
•. \ /,, \ EXISTING ASPHALT FOR CLEAN JOINT, Cl) w
UTILITY EASEMENT , , ,,.s' � \ .�\, 3, c,?_,,,......„) �;,,
�.► ,� \ I/ \ \� 8497.00'\ T/RIDGE 8522.75' 2 S''''° 20.0'FRONT SETBACK MATCH EXISTING GRADES(TYP.) 17. CONTRACTOR SHALL CONSTRUCT AND MAINTAIN CONSTRUCTION ENTRANCES ACCEPTABLE TO THE OWNER, TOWN OF VAIL, AND ENGINEER. CONSTRUCTION ENTRANCES SHALL O o v
�� FPN .G.=83.00' T/EAVE 8517.75' \ /\l / 8496.95' 8496.87 FUNCTION TO MINIMIZE OFF-SITE SOIL TRACKING. ALL SOIL TRACKED OFF-SITE SHALL BE IMMEDIATELY CLEANED UP TO THE SATISFACTION OF THE OWNER, EAGLE COUNTY,
,� ' .00' ,, i i\ // - STRUCTURAL WALL ,( 8486.87 0°°
AND ENGINEER. Z Z H O
TOP WATER=83.00' �. �,
PROPOSED STEPS --,f E.G.=85.50' 8497.25' (BY OTHERS)V I + INSTALL 4.0'X8" 18. THE CONTRACTOR SHALL REMOVE ALL SEDIMENT, MUD, AND CONSTRUCTION DEBRIS THAT MAY ACCUMULATE IN THE FLOWLINES AND PUBLIC RIGH-OF-WAYS AS A RESULT OF
RE:LANDSCAPE ARCHITECT Mk... ry_� 1��' • . 849725' `� Q9 -8497'08 6.O _ THE SITE DEVELOPMENT. SEDIMENT REMOVAL SHALL BE CONDUCTED IN A TIMELY MANNER AND DIRECTED BY THE ENGINEER. DEBRIS MUST BE REMOVED WITHIN 24 HOURS BY01 U
if.41
N \ X / // T RIDGE=8522.50' /\ / I� , CONCRETE -8487aft
• % / /•;. \ ,\ r'> AN APPROPRIATE MECHANICAL METHOD (I.E. MACHINE BROOM SWEEP, LIGHT DUTY FRONT-END LOADER, ETC.) OR AS APPROVED BY THE TOWN OF VAIL CONSTRUCTION a
!I/ -a \ \ �'• \ N. VALLEY PAN INSPECTOR. o
r� q. 2-0% FL HP=8496.85' +- 2.9%
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T.O.W.=83.00' '0 ;+ „_� �� ' :;�, 8497.25 / \ 8497.50' _-�\� - =
�' � \ 4492 FL H.P.=90.50' 8496.65' 8496.13' 19. THE CONTRACTOR SHALL MAINTAIN DUST CONTROL THROUGHOUT THE CONSTRUCTION PERIOD BY APPLICATION OF WATER AND/OR AN ACCEPTABLE DUST PALLIATIVE DAILY "110" Z '� °O z
PROPOSED WATER FEATURE B.O.W.=82.00' '�1 I F.G.=83.70 F.G.=85.20' (41*'
F.G.=85.50' BUILDING / o 0
Z 2 �� \ \ BUILDING \ Ali....,_
�, 2.11
/ �?� I OR MORE FREQUENTLY AS NEEDED OR DIRECTED BY THE OWNER. CONTRACTOR TO SUPPLY PROJECT WATER. _ U a
LANDSCAPE ARCHITECT / a �� Ji_______,,..
� ,� FF ELEV=98.00' /\\
FF ELEV=98.00'. R8.00949598'9 0 ,� -4, RE:ARCHITECT \ RE:ARCHITECT \ GRADING AT /� 8497 22' IIIIIIIIIIIrfrS20. THE CONTRACTOR SHALL MAINTAIN EXISTING DRAINAGE CHANNELS, CULVERTS AND APPURTENANCES DURING CONSTRUCTION AS NECESSARY TO PROTECT ROADS AND O Z
TOP WATER=82.00' \� LOWER LEVEL I 8496'15' 8496IPROPERTY. THE TOWN OF VAIL SHALL NOT BE RESPONSIBLE FOR THE MAINTENANCE OF STORM DRAINAGE FACILITIES LOCATED ON PRIVATE PROPERTY. MAINTENANCE OF ONW /
ft
• SITE DRAINAGE FACILITIES SHALL BE THE RESPONSIBILITY OF THE PRIVATE OWNERS.T.O.W.-81.00F.G =85.45' 14........\ \ / \ m' ►` T._0 W.=96.50'- 309 8496.90' 8495.48' '�A� �L •'• I• T/EAVE=8516.50' � � i i� EDGE OF EXISTING 21. ALL FINISHED GRADES SHALL PROVIDE FOR NATURAL RUNOFF OF WATER WITHOUT LOW SPOTS OR POCKETS. SET FLOW LINES ACCURATELY AND PROVIDE A MINIMUM OF 2.09 1�
B.O.W.=80.00' + / TRIDGE=8514.67' ro 1 v 'T/EAVE=8518.29' DOOR ._ _ o, N. s4 5 I GRADIENT UNLESS OTHERWISE NOTED. GRADE AWAY FROM ALL BUILDINGS AT A MINIMUM SLOPE OF 10% FOR 10 FEET IN UNPAVED AREAS AND MINIMUM SLOPE OF 2% IN .. >C x
ti ( o $q9 �_ �;���' \ ASPHALT ROADWAY(TYP.) PAVED AREAS, UNLESS OTHERWISE NOTED ON PLANS. O
PROPOSED STEPS �� 'lipopti,464
-gab- / 1I ° 1 \ � ����� \ �e/ (TYP.) UPPER WALKWAY •, 8496 -5PI PROPOSED FINISHED ��( , A9 "" T.O.W.=96.75' O a•• `_ F.G.=85.50' ���wR;; ,7 F.G.=97.50 �� �' � INSTALL/MAINTAIN2.0'SHOULDER 22. CONTRACTOR SHALL PROVIDE AND MAINTAIN APPROVED EROSION AND SEDIMENT CONTROL "BEST MANAGEMENT PRACTICES" (BMP) FOR THE PROJECT DURATION. CONTRACTOR aRE:LANDSCAPE w� F.G.-85.50 �L\,, ' '� \- / '�� �� 8494 � I SHALL INSPECT BMP'S WEEKLY AND AFTER EVERY PRECIPITATION EVENT. CONTRACTOR SHALL DOCUMENT INSPECTION AND MAKE REPORTS AVAILABLE UPON REQUEST. oo
' f„ �' F.G.=83.60' •�A� s� GRADE SPOT ELEVATION ALONG ROAD AND DRIVEWAY TYP.
ARCHITECT 11,,, 10:11:1.:.=
��� \ (TYP.) \ „ �, �� B.O.W.=94.00' (TYP.) ACCUMULATED SEDIMENT AND DEBRIS SHALL BE REMOVED FROM A BMP WHEN THE SEDIMENT LEVEL REACHES ONE HALF THE BMP HEIGHTS OR, AT ANY TIME THAT THE BMP c
i� �� 8493 \ FUNCTIONALITY IS ADVERSELY IMPACTED. ALL NECESSARY MAINTENANCE AND REPAIR SHALL BE COMPLETED WITHIN 48 HOURS OF IDENTIFICATION, UNLESS OTHERWISE AGREED °
B.O.W.=79.00, ���/, g48o' -%• --) �49 A .g.. fipi
�. r B.O.W.=93.00'
,1F.G.=85.40' .> E.G.=85.50' �� 4Nk riT.O.W.=89.00 � / W. 4.00' IUPON.
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0'° - '` / I, I t� H Qo /' ;.9. r�-9 \
T.O.W.=82'00 ` INSTALL 1:1 BOULDER 23. CONTRACTOR SHALL LIMIT ALL CONSTRUCTION ACTIVITIES, INCLUDING EQUIPMENT AND MATERIAL STORAGE, TO WITHIN THE CONSTRUCTION LIMITS WHICH ARE LIMITED TO 10
f'/"NtFIREPIT =- F.G.=83.90' =� 8491 '1 . ►,
�` ( 1.--
40004
�r �� f" PROPOSED STEPS � fit-- WITH 12"FREE-DRAINING BACKFILL AND FEET ON EACH SIDE OF THE TRAIL CENTERLINE, EXCEPT AS LIMITED BY WETLAND BOUNDARIES AND OTHER SITE FACTORS. ADDITIONAL AREAS REQUIRED BY THE CONTRACTOR
' �,, ��/ r y •T•O•W=87.50' ��,. FOR STORAGE, STAGING, OR ANY OTHER FUNCTIONS SHALL BE OBTAINED BY THE CONTRACTOR WITH NO ADDITIONAL COST TO THE OWNER. ANY DISTURBANCE BEYOND THESE
- `� /7 �a/ -RE:LANDSCAPE ARCHITECT / %�:/ 80. 4"WRAPPED PERFORATED PVC
T.O.W.=82.00', o/ F.G.=82.58' s� T.O.W.=85.40' \ ` 6 / _B.O.W.=85.25' \_, LIMITS SHALL BE RESTORED BY THE CONTRACTOR AT THEIR OWN EXPENSE, INCLUDING REGRADING, SEEDING AND MULCHING TO THE SATISFACTION OF THE OWNER AND LAND u r`I F.G.-83.58 / PIPE AT 1.0%MIN TO DAYLIGHT OWNER. CONSTRUCTION ACTIVITY IN ADDITION TO NORMAL CONSTRUCTION PROCEDURE SHALL INCLUDE THE PARKING OF VEHICLES OR EQUIPMENT, DISPOSAL OF LITTER ANDo.�\ / �� ��� / 1 B.O.W. 84.00' b� . N I F.G. 85.50' �'' N -848 % �� 9 \ ) o o ow \\ 9 I� ��� 4.0'MAX HEIGHT ANY OTHER ACTION WHICH WOULD ALTER THE EXISTING CONDITIONS.\ 11.�� `F.G. 83.65' ,� �/ '�. ° - F.G.=85.50'- �� U /� \1 ( °N' PATIO1 >,iB.O.W.=79.00 :. 8 \ d' �1 i ,.`+ PATIO 'a��c&T.O. 91.00' (TYP.) 0.�.- Q il ..� ` �: / 24. THE CONTRACTOR SHALL TAKE ALL APPROPRIATE PRECAUTIONS TO SIGNIFICANTLY REDUCE ANY POTENTIAL POLLUTION CAUSED BY THEIR ACTIVITIES, INCLUDING VEHICLE \ ° °-i o.�-
\ B.O.W. 82.50' _ ��, F.G.=85.32 T O W.=85.35' il�' 1/4 S �� ham•T. _, , , 3 ' 00' ' \ FUELING, STORAGE OF FERTILIZERS OR CHEMICALS, ETC. THE CONTRACTOR SHALL HAVE IDENTIFIED PROCEDURES FOR HANDLING POTENTIAL POLLUTANTS AND HAVE IDENTIFIED I -ow ��� . p� '-.1 \ 9a. 8487��LL���� m SPILL PREVENTION AND RESPONSE PROCEDURES PRIOR TO ANY ACTIVITIES AT THE PROJECT SITE. o L,-8 ? �- 8483 ��, / g B.O.W.=83.85' ' T/RIDGE=8519.67' / _ �°� / fz��- ° !0C>'
S�src ¢e F.G.=83.82' ,,r F.G. 85.25' • G I EXISTING CULVERT I aoe�8gj9 sgeo 1 I HOTTUB `i oo / //` - PATIO �,�w i ♦ �.
`��� ,�, on / o 25. IF ANY GROUNDWATER IS ENCOUNTERED, CONTRACTOR SHALL IMMEDIATELY CONTACT THE OWNER AND ENGINEER. WORK SHALL BE HALTED UNTIL THE CONTRACTOR OBTAINS >,:c
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\ . ._ Aft. •r . .-141*- l �� \____/ cn O� �1. INV.OUT=8488.70' 849 - 0
6176,,-...,..... w rs, ���� Cor IF
/ = ►► , A CDPHE CONSTRUCTION DEWATERING PERMIT. c o E o 0
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T.O.W. 81.00' ) PN5- � EXI$TINGCULVERT 26. ALL DISCHARGES ARE SUBJECT TO THE PROVISIONS OF THE COLORADO WATER QUALITY ACT AND THE COLORADO DISCHARGE PERMIT REGULATIONS. PROHIBITED DISCHARGES c 0 ���' � � F.G =85.35'm . e 8sr + "�� �� F.G.=83.85', I( /��' ��� � j545.:i_'-4,-:-B.0.vv8.4=9289:::„,otrslv
Il .4!� `�I�%....de INV.OUT=8488.00' INCLUDE SUBSTANCES SUCH AS: WASH WATER, PAINT, AUTOMOTIVE FLUIDS, SOLVENTS, OILS OR SOAPS. NY OTHER DISCHARGES, INCLUDING STORM WATER DISCHARGES FROM °� o o °�B.O.W.=79.25', ;6 ������ F.G�=85.0 .�iv� Z '�8 O F.G. 83.85' �; .��� ii '•:�//� NDUSTRIAL FACILITY OR CONSTRUCTION SITES, MAY REQUIRE COLORADO DISCHARGE PERMIT SYSTEM PERMITS FROM CDPHE BEFORE WORK BEGINS. FOR ADDITIONAL o,_ 0 0
� 0��� ��� _r- ��\11�6+ AT.G.W.-83.00 '•• O\ B C T' �' ���I7 r;,-;er•�I��r > Q Q o '' ,\ �,� s`e2� �� \a LAWN. _ _ v�- 8481 �� ����� ji���,����,i!�o 8490_ NFORMATION AND FORMS, GO TO CDPHE WEBSITE AT HTTPS://WWW.COLORADO.GOV/PACIFIC/CDPHE/NEWS/WATER-QUALITY-PERMITS. .� o\ \ B.O.\ 81.50' .7T.O.W.=83.35' ,�;f., \X PROPOSED STEPS - �� / I �8 27. UNLESS OTHERWISE IDENTIFIED BY TOWN OF VAIL, EAGLE COUNTY, OR THE COLORADO DEPARTMENT OF PUBLIC HEALTH AND ENVIRONMENTAL CDPHE WATER QUALITY CL
( E u� E 5 c
\ �� - F.G.=83.34' \ � FIRE PIT PATIO �fti T.O.W.=85.30' � ��:'=' 'i','i ���7 4sz ( ) D L\ T.Q.W.=80.00 B.O.W.=82.00' N!�� RE:LANDSCAPE ARCHITECT,485 A 1 �����%jr' ` CONTROL DIVISION (WQCD) AS SIGNIFICANT SOURCES OF POLLUTANTS TO THE WATERS QF THE STATE, THE FOLLOWING DISCHARGES TO STORM WATER SYSTEMS ARE ALLOWED ° •oB.O.W.=79.00' ��' \ \oN * ,,,� T.O.W.=83.35' / �_ A / / ��.���.�'���)`N\ \ WITHOUT A COLORADO DISCHARGE PERMIT SYSTEM PERMIT: LANDSCAPE IRRIGATION, DIVERTED STREAM FLOWS, UNCONTAMINATED GROUND WATER INFILTRATION TO SEPARATE �.� 0 0\ 8' , \ F.G. 83.68'- HOTTUB .`� B.O.W-84.00 ,�+��.,,�i' `� `� STORM SEWERS, DISCHARGES FROM POTABLE WATER SOURCES, FOUNDATION DRAINS, AIR CONDITION CONDENSATION, IRRIGATION WATER, SPRINGS, FOOTING DRAINS, WATER Z N N °
\ \� T.O.W.=83.00 �sv� .. - � , ` EXISTING TREES(TYP.) o o L
�• ¢8?6-1r`�e7�` B.G.W=82.35' �� .;.'`� l �� / ' r� LINE FLUSHING, FLOWS FROM RIPARIAN HABITATS AND WETLANDS, AND FLOW FROM FIRE FIGHTING ACTIVITIES. Q u ° °
\ \ B.O.W.=82.25' \\�.� e� �s ��r �/ /�'' F.G. 83.50'/ / / �� `
�S�'=-� F.G.=83.55' �\ Q9 � N c 3 0
B �` a\ge>. _ \ \\ '�9p + • ( „-1- .4, (/ / o, \ 28. ANY EXCAVATION SHORING METHODS USED THAT ENCROACH UPON ADJACENT PUBLIC OR PRIVATE PROPERTY SHALL HAVE APPROVAL BY THE APPROPRIATE OWNER AND ° ° a T�
\ \`A8p �� X ` /, . 8�$3 ^, / I w HAVE A RECORDED EASEMENT PRIOR TO CONSTRUCTION. THIS INCLUDES THE TOWN OF VAIL RIGHT-OF-WAYS. c E•o o u
PROPOSED MAJOR \ j� \ �BsrB\ �� + �� o �` / �849>� o , o o°0 0 0-
\ �' R 29. ALL AREAS OF EXCAVATION OR EMBANKMENT SHALL BE TREATED WITH SEEDING, MULCHING AND TOPSOIL AS INDICATED ON THE PLANS. AREAS OF RESEEDING/RESTORATION \
CONTOUR B + / / 0 / N I
���� RB7�T.O.W. 83.20' ��„ �eLAWN x �h / � �� 20.0'FRONT SETBACK SHALL BE IN ACCORDANCE WITH SECTION 212 OF THE CDOT STANDARD SPECIFICATIONS AND THE ASSOCIATED PROJECT SPECIFICATIONS. m o 0 0 °
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(TYP.) INSTALL 1:1 BOULDER \ \ BT..0°2. r '`+ -;7:?` �� + }\+�� +X k$ti / �� i� / / / \ f:t30. ALL PLACED TOPSOIL SHALL BE 4" DEEP, UNLESS OTHERWISE NOTED IN THE PLANS OR PROJECT SPECIFICATIONS. IF THE TOPSOIL IS NOT GENERATED WITHIN THE PROJECT ° m m o N
j �� F.G.=83.15' $ 1, I:.O.W.=83.75 LIMITS, IT SHALL BE TREATED WITH AN HERBICIDE APPLICATION AFTER PLACEMENT AND BEFORE NATIVE SEEDING. HERBICIDE TREATMENT SHALL BE PERFORMED BY A W a)_c 0 ,
WALL(4.0'MAX HEIGHT) " �� C ,•, N 8483 F.G. 83.25' / �� /EXISTING STREAM ' ) No T \ = Q . °'
S (TYP.) \ `'�.�s� / \ \ 0 LICENSED HERBICIDE APPLICATOR AND SHALL BE INCLUDED IN THE COST OF SEEDING (NATIVE). - E o c
N.
p \ 8 lilt
� u --,� FLOWLINE(TYP.) � A C� =o ° '0 0
Li/ C PROPERTY LINE(TYP.) \ /-- 4��„�,� �1 8¢8Z / �;, °o 31. FINE GRADING OF TOPSOIL PRIOR TO SEEDING IS INCIDENTAL TO TOPSOIL PLACEMENT. Cl) 3 t L
1 ������ *#4,'• /APPROX.WETLAND 8490- 0 o °-.lc ,
E INSTALL SILT FENCE�� ,_ ■v. 1 •ev, is / I DELINEATION BY OTHERS \ \ I 32. THE CONTRACTOR IS RESPONSIBLE FOR ALL COORDINATION OF STOCKPILING OF MATERIALS. THE CONTRACTOR SHALL COORDINATE WITH THE OWNER, AND THE MATERIAL = 0 9'm 0 3
T.O.W.=83.15' \ _
14/ ^ FOR EROSION CONTROL/ \ B.O.W.=81.50' \ a¢8o / (DO NOT = , W \ SUPPLIER. ALL EXCESS MATERIAL AS A RESULT OF THE PROJECT SHALL BECOME THE PROPERTY OF THE CONTRACTOR. (� E o
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Y (TMP) B.O.W.=82.00 I K \ \849 Z 33. WHERE IT IS REQUIRED TO CUT EXISTING ASPHALT OR CONCRETE, THE CUTTING SHALL BE DONE TO THE NEAT WORK LINE USING SAW, CUTTING WHEEL OR OTHER APPROVED [� 0 • o-7 N 0 N
�, (SO' \ bq /� \ 8\
M
_ IMETHOD BY THE ENGINEER. ASPHALT SHALL BE SAW CUT AND REMOVED A MINIMUM OF ONE FOOT BACK FROM THE EXISTING EDGE, OR UNTIL AN ACCEPTABLE EXISTING Z ° o c �c 0 0R• 6T.O.W.=83.00' N 8-bJ / / \ CROSS SLOPE IS ACHIEVED TO ASSURE A STRAIGHT EDGE FOR THE JOINT. A TACK COAT SHALL BE APPLIED TO THE FRESHLY CUT EXISTING MAT AND ALLOWED TO CURE TO
lN) \ \ \EXISTING CULVERT \ \ \ / ------,CO FACILITATE A GOOD JOINT IN ACCORDANCE WITH SECTION 407 OF COOT'S STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, LATEST EDITION. J 0 0 o w° 0
SITE BENCHMARK / \ cPg� INV. IN=8479.80' 8r�j \
s. \ \ 34. CONSTRUCTION WASTE MATERIALS WILL BE DISPOSED OF BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER, UNLESS OTHERWISE NOTED ON THE PLANS. WASTE
RIM ELEV.=8476.1' \ / \ 9, MATERIAL SHALL NOT BE DISPOSED OF WITHIN BLM OR STATE RIGHT-OF-WAY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN A DISPOSAL SITE FOR ALL
INV.ELEV/=8464.2'(U.E.V.S.D.AS-BUILTS) ,� / I \ /EXISTING CULVERT \ \ \ /\ UNUSABLE MATERIAL.
BASIS OF ELEVATION O INV.IN=8479.00' ) Z
E, \ \ J 35. THE CONTRACTOR IS REQUIRED TO RESET, ADJUST, OR REPLACE ITEMS THAT ARE AFFECTED THE CONSTRUCTION AND DESIGNATED TO REMAIN. THIS INCLUDES, BUT NOT
p'T APPROXIMATE / / LIMITED TO; LANDSCAPE, SPRINKLER SYSTEMS, SIGNS, UTILITIES, ROADS AND SIDEWALKS, AND OTHER ITEMS AS MAY BE IDENTIFIED BY THE ENGINEER OR PLANS. UNLESS
I LIMITS OF DISTURBANCE ..\ \ \ \ \ \ SPECIFICALLY NOTED ON THE PLANS, THE CONTRACTOR WILL NOT BE COMPENSATED FOR WORK OUTSIDE THE PROJECT LIMITS.
/Laz--- ----- (TYP.) \ \ \ �\ \ C\-..„ 36. THE CONTRACTOR IS WARNED THAT CONFLICTS WITH EXISTING UTILITY SERVICES MAY EXIST. PRIOR TO BEGINNING ANY CONSTRUCTION, THE CONTRACTOR SHALL CONTACT ALL J
APPROPRIATE UTILITY COMPANIES FOR LINE LOCATIONS. THEY SHALL THEN LOCATE ALL UTILITIES (INCLUDING DEPTH BY POTHOLING) WITHIN THE PROJECT LIMITS AT THEIR
.-.________.lDq I \
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\ OWN EXPENSE. ANY CONFLICTS WITH THE PROPOSED CONSTRUCTION SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER SO THAT MINOR LINE OR GRADE CHANGES
CAN BE MADE TO ELIMINATE ANY CONFLICTS WITH THESE EXISTING UTILITIES. WHERE CONFLICTS EXIST BETWEEN NECESSARY CONSTRUCTION ACTIVITIES AND EXISTING UTILITIES
I \ \ IN THE OPINION OF THE CONTRACTOR, ENGINEER, AND RESPECTIVE UTILITY OWNER, AFFECTED UTILITIES WILL BE RELOCATED BY THE UTILITY OWNER AT THEIR COST. W
\
\ 37. THE CONTRACTOR SHALL CALL THE UTILITY NOTIFICATION CENTER OF COLORADO (UNCC) AT 811 OR 1-800-922-1987 FOR UTILITY LINE LOCATIONS AT LEAST THREE (3)
I BUSINESS DAYS, NOT INCLUDING THE DAY OF ACTUAL NOTIFICATION, PRIOR TO ANY EXCAVATION ACTIVITIES. 0 0
W
\ 38. OWNER AND ENGINEER ASSUME NO RESPONSIBILITY FOR UTILITY LOCATIONS. LOCATIONS SHOWN ON THE PLANS ARE PLOTTED FROM THE BEST AVAILABLE INFORMATION, BUT Q > Q
I \ MAY NOT BE ADEQUATE FOR THE PURPOSE OF CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR VERIFICATION AND ACCURATE LOCATION (INCLUDING DEPTH) OF ALL Z (Y IY
I \ \ EXISTING UTILITIES. ALL EXISTING UTILITIES SHALL BE PROTECTED FROM DAMAGE BY THE CONTRACTOR. DAMAGED UTILITIES SHALL BE REPAIRED BY THE CONTRACTOR AT NO -
I I I EXPENSE TO OWNER. J J
0
1 39. WHERE EXISTING SURFACE FEATURES RELATED TO EXISTING UNDERGROUND UTILITIES ARE TO BE ADJUSTED TO FINAL GRADES, INCLUDING VALVE BOXES, MANHOLE FRAMES, W Q
\ \ LIDS, AND GRATE, SANITARY SEWER CLEAN OUTS, AND STORM DRAIN INLETS, CONTRACTOR SHALL MAKE SUCH ADJUSTMENTS TO THE SATISFACTION OF THE ENGINEER AND cc Z
I ` I \ I RESPECTIVE UTILITY OWNER AND AT THE CONTRACTOR EXPENSE. 0 m
��` \ \ B 40. ALL WORK AND ACTIVITIES IN OR AROUND THE EXISTING UTILITIES SHALL BE COORDINATED BY THE CONTRACTOR WITH THE APPROPRIATE UTILITY COMPANY. O I-
.,. 41. ALL EXCAVATIONS FOR UTILITY LINES, CULVERTS, TRENCHES, OR TUNNELS SHALL MEET THE REQUIREMENTS OF THE OCCUPATIONAL, SAFETY AND HEALTH ADMINISTRATION J Z
NOTES:
(OSHA), COLORADO INDUSTRIAL COMMISSION, COLORADO DIVISION OF MINES, OR THE COLORADO DEPARTMENT OF TRANSPORTATION, WHICHEVER APPLIES. 0 O
1) THIS PLAN IS FOR SITE GRADING AND DRAINAGE REFERENCE ONLY, ` N 42. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACEMENT OF ANY EXISTING MATERIALS THAT ARE DAMAGED DURING CONSTRUCTION WITHIN THE LIMITS OF CONSTRUCTION C� 0 0 0` ,J
SITE AND PROJECT INFORMATION. DEPICTED SITE INFORMATION HAS BEEN '\
REFER TO ARCHITECTURAL AND STRUCTURAL PLANS FOR ALL OTHER I \ \ I OR IN THE VICINITY OF THE LIMITS OF CONSTRUCTION, AT NO ADDITIONAL COST TO THE OWNER. Z W
PROVIDED TO INTER-MOUNTAIN ENGINEERING BY THE ARCHITECT. 3. UPON COMPLETION OF CONSTRUCTION, THE SITE SHALL BE CLEANED AND RESTORED TOA CONDITION EQUAL T0, OR BETTER THAN, THAT WHICH EXISTED BEFORE J
CONTRACTOR SHALL NOT SOLEY RELY UPON DEPICTED SITE INFORMATION CO CONSTRUCTION, OR TO THE GRADES AND CONDITION AS REQUIRED BY THESE PLANS. EN (D
ON THIS PLAN AND ALL SITE IMPROVEMENTS SHALL BE FIELD VERIFIED AND I 44. AFTER ACCEPTANCE BY THE TOWN OF VAIL, PUBLIC IMPROVEMENTS DEPICTED IN THESE PLANS SHALL BE GUARANTEED TO BE FREE FROM MATERIAL AND WORKMANSHIP Q
BUILT FROM STRUCTURAL AND ARCHITECTURAL PLANS. \ W
\ DEFECTS FOR A MINIMUM PERIOD OF TWO YEARS FROM THE DATE OF ACCEPTANCE. Q
2) OWNER AND CONTRACTOR SHALL OBTAIN PERMISSION FROM \ \ I 45. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROTECT AND PRESERVE ALL TREES, BUSHES, SHRUBS AND COVER IN A MANNER ACCEPTABLE TO THE OWNER. ALL OE
m NEIGHBORING PROPERTY OWNERS FOR GRADING IMPROVEMENTS BETWEEN \ \ AREAS OF TOWN OF VAIL RIGHT-OF-WAY DISTURBED DURING CONSTRUCTION SHALL BE WELL GRADED TO DRAIN, COVERED WITH A MINIMUM OF 4-INCHES OF TOP SOIL, 0
LOTS. \ FERTILIZED, MULCHED AND RE-SEEDED ACCORDING TO THE TOWN OF VAIL'S STANDARD SPECIFICATIONS.
0 3) INTER-MOUNTAIN ENGINEERING IS NOT RESPONSIBLE FOR GROUNDWATER \ I 46. CONTRACTOR SHALL MAINTAIN ACCESS TO FIRE DEPARTMENT HYDRANTS AND CONNECTIONS SHALL BE MAINTAINED THROUGHOUT CONSTRUCTION UNLESS OTHERWISE
0. MITIGATION OR DRAINAGE DESIGN FOR PROPOSED RETAINING WALLS. \ ams APPROVED BY THE TOWN OF VAIL FIRE DEPARTMENT. W
CONTRACTOR TO COORDINATE WITH WALL DESIGNER AND SOILS ENGINEER s
I
FOR DESIGN INFORMATION. 47. ALL ASPHALT PAVING SHALL MEET CDOT SX GRADING AND THE DESIGN BASED ON A 75 GYRATION MIX OR OTHER APPROVED MIX DESIGNED BY A QUALIFIED ENGINEER. ALL
\ PAVING SHALL BE 4" (2-LIFTS) PG 58-28 OVER 6" CDOT CLASS-6 ROAD BASE COMPACTED TO 95% STANDARD PROCTOR, UNLESS OTHERWISE NOTED ON THE
4) CONTRACTOR TO SLOPE PATIO SLABS/PAVERS TO PROPOSED / CONSTRUCTION PLANS. CONTRACTOR TO SUBMIT MIX DESIGNS TO ENGINEER PRIOR TO START OF CONSTRUCTION. CO
STORMSEWER DRAIN INLET LOCATIONS. 0 20' 48. ALL CONCRETE PAVING SHALL MEET CDOT CLASS D-TYPE II, 4,500 MINIMUM COMPRESSIVE STRENGTH UNLESS OTHERWISE NOTED ON THE CONSTRUCTION PLANS. CONTRACT
i.5
TO SUBMIT MIX DESIGN TO ENGINEER PRIOR TO THE START OF CONSTRUCTION.
4) TOPOGRAPHIC INFORMATION PROVIDED BY OTHERS. CONTRACTOR TO / DESIGNED BY: BPS
VERIFY EXISTING SITE INFORMATION AND TO NOTIFY ENGINEER IMMEDIATELY 1" = 10'
o F DISCREPANCIES EXIST. / DRAWN BY:
o
BPS
3 ���� CHECKED BY:
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BPS
�•���•����"'y�lll DATE ISSUED: 9-28-17
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I 4a-La i=O i/
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.•m 4 _ 1 �: / PROJECT NO.
Li ISSUED FOR '
170067
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, 0,?.�. ••,�� �f� i SHEET N0.
0. CONSTRUCTION '%��ss%owA�E`�G `
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a` Cl OF C2
APPROVED: B.P.S. DATE: 9/28/2017