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GENERAL CONSTRUCTION NOTES: , '
1. THE CONTRACTOR SHALL CONFORM TO ALL TOWN OF VAIL CODE, REGULATIONS AND STIPULATIONS WHILE ACCESSING THROUGH OR WORKING ON SITE. ' 'kin Ni
• 2. THE CONTRACTOR SHALL SCHEDULE A PRE-CONSTRUCTION MEETING WITH THE OWNER, ARCHITECT, ENGINEER, AND TOWN OF VAIL AT LEAST 48 D-e
•
O O HOURS PRIOR TO THE START OF CONSTRUCTION. NO CONSTRUCTION WILL BE PERMITTED PRIOR TO THE PRE-CONSTRUCTION MEETING. THE A•17•OVEC
I PSE INSTALL 1:1 BOULDER CONTRACTOR SHALL NOTIFY THE OWNER A MINIMUM OF 48 HOURS AND A MAXIMUM OF 96 HOURS PRIOR TO STARTING CONSTRUCTION. 92$J 017
\NIERS 1'.11:00 'II
WITH 12"FREE-DRAINING BACKFILL AND 3. CONTRACTOR SHALL OBTAIN AT THEIR EXPENSE ALL PERMITS, INSPECTIONS, SPECIFICATIONS, PERMITS, BONDS, ETC. FROM ALL APPLICABLE AGENCIES
X PROPOSED 2'-4'HIGH UNDULATING LANDSCAPE BERM 4"WRAPPED PERFORATED PVC PRIOR TO COMMENCEMENT OF CONSTRUCTION. WHICH ARE NECESSARY TO PERFORM THE PROPOSED WORK.
PIPE AT 1.0%MIN TO DAYLIGHT 1-
WITH(10-12)12'-14'EVERGREENS AND 0_�ba,- 4. THE CONTRACTOR SHALL NOTIFY THE TOWN OF VAIL CONSTRUCTION INSPECTOR (970-479-2198) 72 HOURS PRIOR TO THE START OF ANY z
EXISTING MINOR ASPENS ALONG NORTHERLY 8.0'UTILITY EASEMENT D v i/ (4.0'MAX HEIGHT)WITH CONCRETE ARMOUR CONSTRUCTION. IF WORK IS SUSPENDED FOR ANY PERIOD OF TIME AFTER INITIAL START-UP, THE CONTRACTOR SHALL NOTIFY THE TOWN OF VAIL OF w
EXISTING ALONG EXISTING DITCH REASON FOR SUSPENSION AND ESTIMATED TIME OF SUSPENSION. CONTRACTOR SHALL NOTIFY THE TOWN OF VAIL 72 HOURS PRIOR TO RESTART OF
CONTOUR(TYP.) FENCE(TYP.) WITHIN CLOUDED AREA CONSTRUCTION.
EXISTING MAJOR - AND REGRADE DITCH TO INVERT o
RE:LANDSCAPE ARCHITECT B.O.W. 02.00'
\ CONTOUR(TYP.) (ALT:CONCRETE WING WALL-DESIGN BY OTHERS) 5. THE CONTRACTOR SHALL NOTIFY THE TOWN OF VAIL ENVIRONMENTAL HEALTH INSPECTOR (970-479-2333) AT LEAST 2 WORKING DAYS PRIOR TO THE CD
X \ T.G.W.=04.00' 0," START OF ANY EARTH DISTURBING ACTIVITY, OR CONSTRUCTION ON ANY AND ALL PUBLIC IMPROVEMENTS.
X \ X \ x . �� ��i,
�\ B.O.W.=93.75' \ \ � x '� `'.i?� B.O.W.=00.00, w
T.G.W. 96.50'' B.O.W.=94.00' \PROPOSED CONTOUR T.O.W.=03.75' Ok J�`; I 6. THE CONSTRUCTION OF ALL ROADS, SIDEWALKS, CURBS, EARTHWORK AND OTHER INFRASTRUCTURE DEVELOPMENT NOT SPECIFICALLY SPECIFIED BY >
/ F TYP. ----
/- PROPERTY LINE(TYP.) \ h �V�1��
T.O.W.=93.00' ,-1-� ��. T.G.W.=96.25' 8500 85U0 ( ) -�;�) A,,'1& �/� G.W.=03.00' \ SEPARATE UTILITY COMPANIES, SHALL BE CONSTRUCTED ACCORDING TO THE TOWN OF VAIL MUNICIPALITY STANDARDS AND SPECIFICATIONS, AND/OR z
�� ,��� _ _ �+„_; •h ��� t������ \ COLORADO DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION 2011 EDITION AND LATEST REVISIONS, Ld
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INSTALL 1:1 BOULDER J� .• t67�� ., ^ - i \ \ :� ��•Q +' � Q►'S�� 8503.72' \ REVISIONS, SOILS/GEOTECHNICAL REPORTS, AND ANY SUPPLEMENTAL SPECIFICATIONS PROVIDED WITH THE CONTRACT. WHEN STANDARDS CONFLICT, z
B.O.W.=91.00' �•� �!7\.�,.. �►..,.I� B.O.W.=00.00 'r` ti> � I l.� q� \I
WITH 12"FREE-DRAINING BACKFILL AND A. 9( 8499 , , �� 1� 0,,,4, -'i�: ./ THE STANDARD JUDGED MOST RESTRICTIVE BY THE ENGINEER SHALL PREVAIL. THE CONTRACTOR SHALL OBTAIN COPIES OF THE TOWN OF VAIL O >
4"WRAPPED PERFORATED PVC �� a0k 'A� 84gq 9 ``- \ \ 8 / ��/�'!•� r\I!�j B.G.W.=00.00' MUNICIPALITY STANDARDS AND SPECIFICATIONS IN IT'S MOST CURRENT EDITION AND HAVE THAT COPY ON THE SITE AT ALL TIMES.
EDGE OF ASPHALT h� •, ���t�s►I wCC
,`.
PIPE AT 1.0%MIN TO DAYLIGHT I ,_,'� / II .!\'! l�,y/ R10.00
IT"!
t:• e ,-�_ 8496 \ O / DRIVEWAY(TYP.) �,* 4.
`����r I 7. THECONTRACTORSHALLMAINTAINONESET OFAPPROVEDPLANON-SITEASANAS BUILTSET INWHICH THECONTRACTORRECORDS ALLCHANGESO
(4.0'MAX HEIGHT) / � 8496.90' \ ���11f!/// \ 8.0'UTILITY EASEMENT \ 1�� 8502.86' TO THE APPROVED PLANS. ANY SIGNIFICANT PLAN CHANGES SHALL BE CONSIDERED AMENDMENTS TO THE PERMIT AND REQUIRE PRIOR WRITTEN L_
(TYP.) T.O.W.=96.25' ,0411" �/ ` 8497 15.0'SIDE SETBACK-� \ \ 8 INV.=99.00' ,�`��' 8502.86' APPROVAL FROM THE OWNER, DESIGN ENGINEER AND TOWN OF VAIL.
` / s-?\F.G.=02.00 \If ��0
B.O.W.=93.75' drt 8496.75' �'���_ �i 8497.49' 1 I��' �8603� I 8. THE CONTRACTOR SHALL KEEP 1 SET OF CONSTRUCTION DRAWINGS MARKED UP TO FULLY INDICATE AS-BUILT CONDITIONS. SAID DRAWINGS SHALL O
��� 3.0% �t� 8501. 5' ilk_ ( )lilt I�11lP 9� -cp T.O.W.=02.50' ! ---1, BE PROVIDED TO THE OWNER, ENGINEER, AND TOWN OF VAIL UPON COMPLETION OF THE WORK AND PRIOR TO FINAL ACCEPTANCE. CONTRACTOR IS U)/ `497.29 / V_ _► gow_' ♦ o, .i�-��-_Ij%�" INSTALL 4.0'X8"CONCRETE VALLEY PAN RESPONSIBLE TO PROVIDE AT THEIR OWN EXPENSE SURVEY AS-BUILTS OR PROVIDE AT LEAST THREE SWING-TIES FROM PHYSICAL MONUMENTS TO
`D \ b'C 8502.67 I ALL MANHOLES, INLETS, FITTINGS, SERVICE LINE STUBS, AND UTILITIES. LUT.O.W.=93.00' �A1 / 8496.75' \ \ / \ w�, w / 8sp o'� I - 8497.41' / \ moo` `ro 9. THE CONTRACTOR SHALL NOT SCALE DRAWINGS FOR CONSTRUCTION PURPOSES. ANY MISSING DIMENSIONS OR DISCREPANCIES IN PLANS, FIELD
B.O.W.=89.50' rp4.iA\
' \ J•�_ - 1.0% 8497.62' T% 0 8500.13' 8500.85' ' �I STAKING OR PHYSICAL FEATURES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER. ASSUMPTIONS MADE BY THE CONTRACTOR WITH REGARD
� \ 3 - P\ - 8 0% 12.0' N 0 6.0% b / d.� 8501.45' I TO THE DIMENSIONS OR DISCREPANCIES IN PLANS, FIELD STAKING OR PHYSICAL FEATURES ARE AT THE CONTRACTOR'S RISK.
8496.90' �.� 40% 8502-
ACTOR
s � H.P.-8497.25\ / / \ e� \��� I , ` 8501.28' 10 SHHALLRPROTOECTN SALLI EXISTING SURVNG IS BY EY MONUMENTSACTOR AND OFROMBE PDAMAGEEDURNG CONSSD BY A TRUCTION. ANY MONUMENTTS DISTURBEDADO LICENSED PROFESSIONAL LAND UBYETHE CONTRACOYOR. THE RR SHALL
T.O.W.=93.00' j! : b s��i>- - - i
s 8498.57' 1,``�, �o \ \ \ N T \ \ ►' 8501.45' BE RESET AND DOCUMENTED BY A LICENSED LAND SURVEYOR AT THE CONTRACTOR'S EXPENSE. CONTACT PROJECT SURVEYOR FOR BENCHMARKS. I QB.O.W.-89.25' ' - \ B.O.W. 97.50' , o
\ / ` ` / / \ e 0. .-99.00' ` 8500.60 •• 111. CONSTRUCTION SAFETY IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. NEITHER THE ENGINEER, OWNER, OR TOWN OF VAIL WILL BE RESPONSIBLE IPROPOSED8'12' ,� 8497.50' , �° / 8497.04' �•.� 6,01,
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(5) 8 �l ► i \ \ T.G.W.=88.00 FOR MONITORING OR ASSURING CONTRACTOR'S COMPLIANCE WITH ANY APPLICABLE SAFETY LAWS, PROGRAMS, REGULATIONS, OR POLICES.
EVERGREENS AND ASPENS ��� s :> ��Y , \ 8497 R9> �� -INSTALL 18"DRIVEWAY CROSS CULVERT
Z. .<� T.O.W.=99.00'
ALONG WESTERLY 8.0'UTILITY / � 29 9'X19' a_ -- I W/F.E.S.,CONNECT TO EXISTING 12. THE CONTRACTOR SHALL PROVIDE ALL LIGHTS, SIGNS, BARRICADES, FLAGMEN OR OTHER DEVICES NECESSARY TO PROVIDE FOR PUBLIC SAFETY IN
� T.G.W.=97.00' C- \� \ I 8497.50' 2'09-•=1"4-1W. B.O.W.=98.00'=8spp 8500.39' ACCORDANCE WITH THE CURRENT MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD), INCLUDING THE STATE OF COLORADO AMENDMENTS. THE O
EASEMENT(NO BERM) \ ; \l f' / N ---------------.. T/RIDGE=8522.75' ,5 PARKING / S \ (MATCH SLOPE) z
�OSPACE \ - Og \1 1 3 8500.32' CONTRACTOR WILL BE RESPONSIBLE FOR ALL CONSTRUCTION ZONE TRAFFIC CONTROL.
WITHIN CLOUDED AREA -�,'' B.O.W.-94.00' \ , o B.O.W.=97.25' 3.9% _` BR R10.00
RE:LANDSCAPE ARCHITECT / \ �! 9 \ \ -� 90•98 8498 II I 8500.16' 13. ALL MATERIAL SAMPLING, TESTING AND INSPECTION OF MATERIALS BY A QUALIFIED INDEPENDENT CONSULTANT WILL BE THE RESPONSIBILITY OF THE
T.O.W.=93.00' \ "' 8497.70' I CONTRACTOR. THE CONTRACTOR MUST COORDINATE WITH THE GEOTECHNICAL ENGINEER, THE OWNER, AND ENGINEER OF SCHEDULING. SUBGRADE
\
41110 ���� AIM �' \ 8497.25' 9'X19' 0,3 L!, SHALL BE PROOF-ROLLED, FREE FROM DEFLECTION TO THE SATISFACTION OF THE GEOTECHNICAL ENGINEER. ANY FAILING AREAS SHALL BE REPAIRED
B.O.W.=89.50' 8497.50 p AND PROOF ROLLED AGAIN UNTIL ACCEPTED BY THE GEOTECHNICAL ENGINEER WITH NO ADDITIONAL COST TO OWNER.
z.
r14 8187 \ A ., 8497.50' 4% 8496.50' \ \ • PARKING -,_ - , ° / 8499.65' 8500_
'� 15.0'SIDE SETBACK / 6:, \ /
We \ \ / 3' illftR \ �� SPACE \� ' 14. COMPACTION TESTING MAY BE DONE PERIODICALLY BY THE OWNER. THESE TESTS ARE INTENDED TO PROVIDE THE OWNER A GREATER DEGREE OF
LOT SETBACK(TYP.) c.
�` .. INSTALL 48"DIA �► CONNECT NEW 18"CULVERT ASSURANCE THAT THE CONTRACTOR IS COMPLYING WITH COMPACTION REQUIREMENTS. THE CONTRACTOR IS NOT TO RELY UPON THESE TESTS FOR F"
•
�� F.G.=88.00' 4 8487.1 7' � 6 STORM MANHOLE / E•. 1. TO EXISTING CULVERT FILL CONTROL, NOR ARE THESE TESTS TO BE CONSTRUED AS A GUARANTEE BY THE ENGINEER OF THE CONTRACTOR'S CONTRACTUAL OBLIGATION. w
.. \ \ \ / ..1�� \ 8497.75' 8499
2 CAR GARAGE ,�� AND 80.0 L.F.OF �\ 84 /' (MATCH INVERTS)
A /� (� o \ P� 8497.50 9� 15. THE OWNER SHALL BE RESPONSIBLE FOR OBTAINING AND SUBMITTING TO THE TOWN OF VAIL CONSTRUCTION INSPECTOR MATERIAL TESTS IN
\__ .„: �. (2-9'X18'SPACES) 2 d ��° 9, 18°HDPE PIPE @ 7.5% \ \ 8497 39' INV.IN=8496.20' ACCORDANCE WITH THE APPLICABLE STANDARDS AND SPECIFICATIONS FOR ALL WORK WITHIN THE PUBLIC RIGHT-OF-WAY. IF THE FINAL
15 �,� / \ F.G.=86.701 \ \\ Y �- / GRATE=8496.00' /' I \ �/ I �8¢gg- SOILS/PAVEMENT DESIGN REPORT DOES NOT CORRESPOND WITH THE RESULTS OF THE ORIGINAL GEOTECHNICAL REPORT, THE OWNER SHALL BE _ y M
r I/ INCONC. r, o Lc" w
�QA F.G.=85.00' rn INV.OUT=8492.00 8497.50' 8497.50' 1 / RESPONSIBLE FOR A RE-DESIGN OF THE SUBJECT PAVEMENT SECTION. ALL FINAL SOILS/PAVEMENT DESIGN REPORTS SHALL BE PREPARED BY A •� F
TOP WATER=85.00' �� o° \ •8487.50' ' : g ., 8498.32 LICENSED PROFESSIONAL ENGINEER. THE FINAL REPORT SHALL BE SUBMITTED TO THE TOWN OF VAIL CONSTRUCTION INSPECTOR PRIOR TO PLACEMENT ° z
4. / l A7.
° 8496.78' R5.00 co
t OF BASE AND ASPHALT.% Y8496.36' 8496.24' 2-CARGARAGE 8497.51'F.G.=86.70' u8497.00' \ (2-9'X18'SPACES) 0 8497.68' 16. THE ENGINEER SHALL MAKE AN ON-SITE VISIT WITHIN FORTY-EIGHT (48) HOURS NOTIFICATION PERIOD FOR THE PURPOSE OF OBSERVING 50' 4rfP-6-- INSTALL DRAINAGE ► I9s \ ��` / L. • 8497.25' a / 9 •� SAWCUT AND REMOVE THESE STAGES OF CONSTRUCTION. OBSERVATIONS OF THE WORK IN PROGRESS AND OR FIELD TESTING PERFORMED BY THE ENGINEER SHALL IN NO 3
8.0'UTILITY EASEMENT / 8 V �e„ \ N„7„, \ SWALE AT 2%MIN.(TYP.) 8497 5�' \\ N WAY EXCUSE THE CONTRACTOR FOR DEFECTS DISCOVERED IN THEIR WORK. 'w N
UTILITY EASEMENT(TYP.) 1t-84e=� e L :� �\ - . - \ EXISTING ASPHALT FOR CLEAN JOINT, v+ o
s / -•'�R \! `�, o •• 8497.00' %, 20.0'FRONT SETBACK 1 v w
�� "^F�G. 83.00' \ VNtet° \ T/RIDGE=8522.75' 2Sq -N MATCH EXISTING GRADES(TYP.) 7. CONTRACTOR SHALL CONSTRUCT AND MAINTAIN CONSTRUCTION ENTRANCES ACCEPTABLE TO THE OWNER, TOWN OF VAIL, AND ENGINEER.T/EAVE=8517'75' \ / \ i 8496.95' 8496.87' CONSTRUCTION ENTRANCES SHALL FUNCTION TO MINIMIZE OFF-SITE SOIL TRACKING. ALL SOIL TRACKED OFF-SITE SHALL BE IMMEDIATELY CLEANED UP 0 v ,�
_� G. �• .00' „7 �. /////\
\ \/\ �--. \ \ / I , 4% 8496.87' I O THE SATISFACTION OF THE OWNER, EAGLE COUNTY, AND ENGINEER. oOP WATER=800' • F G. 85.50 �� ,, \ °w\ \ T \/ 3 .. � z HPROPOSED STEPS \ •• 8497.25' O
I% INSTALL 4.0'X8" 18. THE CONTRACTOR SHALL REMOVE ALL SEDIMENT MUD AND CONSTRUCTION DEBRIS THAT MAY ACCUMULATE IN THE FLOWLINES AND PUBLICRE:LANDSCAPE ARCHITECT \ \ �� // / -8497.08' 6,0 1 L U
��` ti_ . 8497.25' T/RIDGE=8522.50' �� CONCRETE - 8¢87- RIGH OF WAYS AS A RESULT OF THE SITE DEVELOPMENT. SEDIMENT REMOVAL SHALL BE CONDUCTED IN A TIMELY MANNER AND DIRECTED BY THE 4 C W
Wagner Rp
L� VALLEY PAN ENGINEER. DEBRIS MUST BE REMOVED WITHIN 24 HOURS BY AN APPROPRIATE MECHANICAL METHOD (I.E. MACHINE BROOM SWEEP, LIGHT DUTY W
:�� •'!! J ;rp L•0% \ \ \ FLXHP=8486.8 / „ 2.9% \V \ FRONT-END LOADER, ETC.) OR AS APPROVED BY THE TOWN OF VAIL CONSTRUCTION INSPECTOR. F
'5' T.O.W.=83.00' ; .;� �� \ :;; 8497.25' 8497.50' t _
I \ FL H.P.=90.50' - 8496.65' 8496.13' ta ..-ti) w
PROPOSED WATER FEATURE B.O.W. 82.00' �I F.G.=83'70' F.G.-85'22'9 \ F.G.=85\ank
I BUILDING 8492 ,,� I / \ L-, 19. THE CONTRACTOR SHALL MAINTAIN DUST CONTROL THROUGHOUT THE CONSTRUCTION PERIOD BY APPLICATION OF WATER AND/OR AN ACCEPTABLE Z O ZO
LANDSCAPE ARCHITECT dr
) \ a l \ BUILDING ,,2'Og R8.00 •� \ DUST PALLIATIVE DAILY OR MORE FREQUENTLY AS NEEDED OR DIRECTED BY THE OWNER. CONTRACTOR TO SUPPLY PROJECT WATER.
/ „to.FF ELEV 98.00' /f\
FF ELEV=98.00'. /� g4g6 8495.98'_ C z w
CS,� PATIO N. T/RIDGE=8514.67' RE:ARCHITECT \ GRADING AT 20. THE CONTRACTOR SHALL MAINTAIN EXISTING DRAINAGE CHANNELS, CULVERTS AND APPURTENANCES DURING CONSTRUCTION AS NECESSARY TO N� 111 p
TOP WATER=82.00' % O '¢' ` RE:ARCHITECT \ , 8497.22' 8496.15' 8496 PROTECT ROADS AND PROPERTY. THE TOWN OF VAIL SHALL NOT BE RESPONSIBLE FOR THE MAINTENANCE OF STORM DRAINAGE FACILITIES LOCATED W
1 I / LOWER LEVELco.,�� J� \ / j !" 3 L� ON P:VEA:EmPI ROPERTY. MAINTENANCE OF ON SITE DRAINAGE FACILITIES SHALL BE THE:E_SPONSIBILITY OF THE PRIVATE OWNERS. a
T.O.W.=81 00' "��L F.G.=85.00' •, F.G.=85.45' I I / / \ rn' ►� ` - 09 - 8496.90' 9h 8495.48'
PROPOSED B.O.W.=80.00 '�'� I T/EAVE=8516.50' �\ i �`+ T.O.W. 96.00' �k \ I EDGE OF EXISTING 21. ALL FNISED GRADES SHALL PROVIDE FOR NATURAL RUNOFF OF WATER WITHOUT LOW SOTS OR POCKETS. SET FLOW LINES ACCURATELY AND 1 °�
/ 'n 1 'T/EAVE=8518.29' DOOR 0 �' `� PROVNIMUM OF 2.0% GRADIENT UNLESS OTHERWISE NOTED. GRADE AWAY FROM L BUILDINGS AT A MINIMUM SLOPE OF 10% FOR 10 FEET IN ��:4;
STEPS 10
,� �/ T/RIDGE=8514.67' 1 v \ �� ( >� 4g� T.O.W.=96.00' ASPHALTROADWAY(TYP.) O0
RE:LANDSCAPE / 8 B.O.W.=94.00'• � UNPAVED AREAS AND MINIMUM SLOPE OF 2% IN PAVED AREAS, UNLESS OTHERWISE NOTED ON PLANS. V O
- I 1 � _ (TYP.) /,� B.O.W.=95.00' O
/ ,;,, , i \ UPPER WALKWAY
6
PROPOSED FINISHED te,„„,...,,,. .,- �9� v i 848 ������� �, INSTALL 1:1 BOULDER 22. CONTRACTOR SHALL PROVIDE AND MAINTAIN APPROVED EROSION AND SEDIMENT CONTROL "BEST MANAGEMENT PRACTICES" BMP FOR THE PROJECT
ARCHITECT . �. •� F.G.=85.50' • F.G.=97.50' 1 �� 8495 ( ) a111
`__ F.G.=85.5 �� !, \`� \ d, �l 494 - \ $° WITH 12"FREE DRAINING BACKFILL AND DURATION. CONTRACTOR SHALL INSPECT BMP'S WEEKLY AND AFTER EVERY PRECIPITATION EVENT. CONTRACTOR SHALL DOCUMENT INSPECTION AND =
/ P F.G.=83.65' �a-4 GRADE SPOT ELEVATION �►-
/ / (TYP.)
��j.� 8 MAKE REPORTS AVAILABLE UPON REQUEST. ACCUMULATED SEDIMENT AND DEBRIS SHALL BE REMOVED FROM A BMP WHEN THE SEDIMENT LEVEL m
B.O.W.=79.00 / 8480 ' �• \ •, \ Apr� 4 ,- ® \ .� �� Af y ` �\ 4"WRAPPED PERFORATED PVC REACHES ONE HALF THE BMP HEIGHTS OR, AT ANY TIME THAT THE BMP FUNCTIONALITY IS ADVERSELY IMPACTED. ALL NECESSARY MAINTENANCE AND
lip \ l �� O ♦ w P T.O.W.=93.25' PIPE AT 1.0%MIN TO DAYLIGHT REPAIR SHALL BE COMPLETED WITHIN 48 HOURS OF IDENTIFICATION, UNLESS OTHERWISE AGREED UPON.
T.O.W.=81.00' ry ^ F.G.=85.40' F.G.=85.50' / jy STRUCTURAL WALL g.O.W. 92.00' ( )
l� l �• , I I '►t� :�� ;-9' .c -- 4.0'MAXHEIGHT1 ,� , 1 FIRE PIT t
A,..",„,,,,, .........„. .
/.� , / �` �� Qo (BY OTHERS) `� 23. CONTRACTOR SHALL LIMIT ALL CONSTRUCTION ACTIVITIES, INCLUDING EQUIPMENT AND MATERIAL STORAGE, TO WITHIN THE CONSTRUCTION LIMITS WHICH
F.G.=83.90' )/ i \ ;••� .j LDAS�-��- I ( ARE LIMITED TO 10 FEET ON EACH SIDE OF THE TRAIL CENTERLINE, EXCEPT AS LIMITED BY WETLAND BOUNDARIES AND OTHER SITE FACTORS.
/ °' Of
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� ! ./ PROPOSED STEPS ��.. " '-I TYP. _ .���/ /r � �� "T.O.W=87.50' I ADDITIONAL AREAS REQUIRED BY THE CONTRACTOR FOR STORAGE, STAGING, OR ANY OTHER FUNCTIONS SHALL BE OBTAINED BY THE CONTRACTOR
�J �� ! \/ O.W.=92.75' Imo/
) \ ( F.G.=82.58' "� T.O.W.=85.40' ` ,,� \ , ` e` / -RE:LANDSCAPE ARCHITECT Z/ • T.O.W.=94.00 WITH NO ADDITIONAL COST TO THE OWNER. ANY DISTURBANCE BEYOND THESE LIMITS SHALL BE RESTORED BY THE CONTRACTOR AT THEIR OWN
VF.G.=83.58' i r. 1, 1. /Ig -\ _B.O.W.=85.25' � B.O.W.=89.2\ 'r- EXPENSE, INCLUDING REGRADING, SEEDING AND MULCHING TO THE SATISFACTION OF THE OWNER AND LAND OWNER. CONSTRUCTION ACTIVITY IN0 o °\ T.O.W.=81.25' / / ` 1 �� B.O.W. 84.00' 'oily
�� \�i // I1 F•G.-85.50' \ _�el%
8489���� B.O.W.=92.00' \ ADDITION TO NORMAL CONSTRUCTION PROCEDURE SHALL INCLUDE THE PARKING OF VEHICLES OR EQUIPMENT, DISPOSAL OF LITTER AND ANY OTHER :01 0
o
%• lliki 1, -F.G.=85.50' --111 ,1/ Y1YI �- LC) c
;F.G.-83.65 \� '.� �` �\ �� , ACTION WHICH WOULD ALTER THE EXISTING CONDITIONS L °
D
PATIO e4� 8488 Jc °•0::
"
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B.O.W. 78.00 I "�
B.0 W.=82.50' `� � �s PATIO 6 h� ` ` i / 1 � �� I \ ° ���_
•`B � T.G.W.-85`35' ,, , ` / /1 . ,, _ �� 24. THE CONTRACTOR SHALL TAKE ALL APPROPRIATE PRECAUTIONS TO SIGNIFICANTLY REDUCE ANY POTENTIAL POLLUTION CAUSED BY THEIR ACTIVITIES, • L o
\` sem? �� r------ --)ill 0�0 B.O.W.=83.85' ` '�_ ' \T/RIDGE 8519.67' /���/ °1 �:: 7 I INCLUDING VEHICLE FUELING, STORAGE OF FERTILIZERS OR CHEMICALS, ETC. THE CONTRACTOR SHALL HAVE IDENTIFIED PROCEDURES FOR HANDLING "Thc 0:�,. Sd, 888` \' a HOTTUB '""*"...... .....4,--F.G 85.25' ip, �\ //� ` \PATIO \ ' ►�'� F.G. 85.25' �� v III oI X EXISTING CULVERT 93 POTENTIAL POLLUTANTS AND HAVE IDENTIFIED SPILL PREVENTION AND RESPONSE PROCEDURES PRIOR TO ANY ACTIVITIES AT THE PROJECT SITE. � \ a
(. o '36. 1• .a r /4i7
�� u I 1 INV.OUT=8488.70'
�i "� F.G.=83.75' j` � � • 25. IF ANY GROUNDWATER IS ENCOUNTERED, CONTRACTOR SHALL IMMEDIATELY CONTACT THE OWNER AND ENGINEER. WORK SHALL BE HALTED UNTIL THE �. aE ° °
all ` ► CONTRACTOR OBTAINS A CDPHE CONSTRUCTION DEWATERING PERMIT.•
1 �' • . EXISTING CULVERT -T.O.W.=81.00' <� '� - F.G.=85.35' t�►��Q��,� /�/
�j' e'1 + } \.� `s _� F.G.=83.85' �� �� �'��� ��• F.G.=85.00' ��� 0(�l! ��t�I� l 26. ALL DISCHARGES ARE SUBJECT TO THE PROVISIONS OF THE COLORADO WATER QUALITY ACT AND THE COLORADO DISCHARGE PERMIT REGULATIONS. a� or o c °c'
�\ 8 1 _ ��`.�� I �1EAR��_, .��� INV.OUT=8488.00' PROHIBITED DISCHARGES INCLUDE SUBSTANCES SUCH AS: WASH WATER, PAINT, AUTOMOTIVE FLUIDS, SOLVENTS, OILS OR SOAPS. NY OTHER _c ° .- o o 0
B.O.W.=78.50' �� e ¢5,3 -1- --:6 r`�� / �N1i��r4-
\ 'SP \T_.O.W.-83.00'' tea\ ' 888 + O } r '� • �' F.G.=83.85' �� `��11����y�! �11��,/�����/� DISCHARGES, INCLUDING STORM WATER DISCHARGES FROM INDUSTRIAL FACILITY OR CONSTRUCTION SITES, MAY REQUIRE COLORADO DISCHARGE PERMIT (/� w o a ° ° o
-1-!!‘3. ------
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' _ %_/10411,- v�� -�� $k ro ��A\\Ilr ♦�,,�Aib��i��849o, SYSTEM PERMITS FROM CDPHE BEFORE WORK BEGINS. FOR ADDITIONAL INFORMATION AND FORMS, GO TO CDPHE WEBSITE ATl L UN- � NB.O.W.-81.50' "-�8 PROPOSED STEPS - ��.. � � I 8¢92_ HTTPS://WWW.COLORADO.GOV/PACIFIC/CDPHE/NEWS/WATER-QUALITY PERMITS. (� °, E ��-2,,,8) �\ �� \ �. + e FIRE PIT , ' / = i �����i%l,, �7 L
\ T.O.W.=81.35' �rB �� + +� RE:LANDSCAPE ARCHITECT T.O.W.=85.30' / Ilo��.!.i�, u!� �� W .°w
�� �V' F.G.=83.30' HOTTUB w �t'tir0;1���1 A� \ 27. UNLESS OTHERWISE IDENTIFIED BY TOWN OF VAIL, EAGLE COUNTY, OR THE COLORADO DEPARTMENT OF PUBLIC HEALTH AND ENVIRONMENTAL (CDPHE) I- o °o °B.O.W.=79.00' T.O.W.=83.00 T.O. 83.00 �: } + T.O.W.=83.00 � B.O.W.=84.00' ,���I.��,��i� `�` Lv WATER QUALITY CONTROL DIVISION (WQCD) AS SIGNIFICANT SOURCES OF POLLUTANTS TO THE WATERS OF THE STATE, THE FOLLOWING DISCHARGES - 'Fn "' E� B.O.W.=81.50' �!J } + F.G.=83.6841111
411111it.
/ �r (TYP.) I = • ° ` °
•.W.=81.25'• / 4 I EXISTING TREES TYP. TO STORM WATER SYSTEMS ARE ALLOWED WITHOUT A COLORADO DISCHARGE PERMIT SYSTEM PERMIT: LANDSCAPE IRRIGATION, DIVERTED STREAM _ o: o
`�\\ j �G��t�� �? B.O.W.=82.00' Dr - 1F.G.-83.50' z FLOWS, UNCONTAMINATED GROUND WATER INFILTRATION TO SEPARATE STORM SEWERS, DISCHARGES FROM POTABLE WATER SOURCES, FOUNDATION U PROPOSED MAJOR\ \ \ �� � �='��!►�8482 \ \ /, �'1', , F.G.=83.55' / '�• / / \90 DRAINS, AIR CONDITION CONDENSATION, IRRIGATION WATER, SPRINGS, FOOTING DRAINS, WATER LINE FLUSHING, FLOWS FROM RIPARIAN HABITATS AND o
CONTOUR �j p ) ( + A- 3 \ - WETLANDS, AND FLOW FROM FIRE FIGHTING ACTIVITIES. Q t o E._ °
�� ` 8� + �� , + ° . 848 T.O.W.=85.00'/ D
(TYP.) �> �,� } o + / ' / -849f� ° °
+ �- O 28. ANY EXCAVATION SHORING METHODS USED THAT ENCROACH UPON ADJACENT PUBLIC OR PRIVATE PROPERTY SHALL HAVE APPROVAL BY THE o E o 0 0 °
\ a v- } + + - BOW=83.75' W
INSTALL 1:1 BOULDER ' i, 0 APPROPRIATE OWNER AND HAVE A RECORDED EASEMENT PRIOR TO CONSTRUCTION. THIS INCLUDES THE TOWN OF VAIL RIGHT-OF-WAYS. ,- 0 -° 0 o
} �� / 20.0'FRONT SETBACK ED -0 o o.° N_,
WALL(4.0'MAX HEIGHT ►.�� + } LAWN \ +
) \ T.G.W.=83,20' :„,!;:$1:::::r: + } + A-
-,•_
/ / N \ 29. ALL AREAS OF EXCAVATION OR EMBANKMENT SHALL BE TREATED WITH SEEDING, MULCHING AND TOPSOIL AS INDICATED ON THE PLANS. AREAS OF J ° w o
(TYP.) \ .=83.15' .. + 8481 cU1V / • RESEEDING/RESTORATION SHALL BE IN ACCORDANCE WITH SECTION 212 OF THE CDOT STANDARD SPECIFICATIONS AND THE ASSOCIATED PROJECT o E E ° P T•il� } c
S \.W.-82.2\\ 8483 F.G.=83.25' /EXISTING STREAM Ili/, co J SPECIFICATIONS. Q o- - -° o/� \ • o" o FLOWLINE TYP. �R � � v ( ) � � 7 30. ALL PLACED TOPSOIL SHALL BE 4" DEEP, UNLESS OTHERWISE NOTED IN THE PLANS OR PROJECT SPECIFICATIONS. IF THE TOPSOIL IS NOT GENERATED Q ° °- � �
U PROPERTY LINE(TYP.) \ p. /p � // /APPROX.WETLAND - �I�\ - WITHIN THE PROJECT LIMITS, IT SHALL BE TREATED WITH AN HERBICIDE APPLICATION AFTER PLACEMENT AND BEFORE NATIVE SEEDING. HERBICIDE J o 0 .4.2
I-
C
INSTALL SILT FENCE�� T.G.VV. 83.1 5' , '! _ �W, ( DELINEATION BY OTHERS \ \ I U TREATMENT SHALL BE PERFORMED BY A LICENSED HERBICIDE APPLICATOR AND SHALL BE INCLUDED IN THE COST OF SEEDING (NATIVE). • ° .
N
W ^ FOR EROSION CONTROL/ \ B.O.W 81.50' \ \ / ,8 5o / (DO NOT i , \ \ 31. FINE GRADING OF TOPSOIL PRIOR TO SEEDING IS INCIDENTAL TO TOPSOIL PLACEMENT. E ° ° a Q o
^t y (TYP.) • I I \ o o _ '0 H
B.O.W.=82.00' -� �0 \ 8488 32. THE CONTRACTOR IS RESPONSIBLE FOR ALL COORDINATION OF STOCKPILING OF MATERIALS. THE CONTRACTOR SHALL COORDINATE WITH THE OWNER, °° H ° o
�' . (5o' O �/ \ X�/ \ T-.
l AND THE MATERIAL SUPPLIER. ALL EXCESS MATERIAL AS A RESULT OF THE PROJECT SHALL BECOME THE PROPERTY OF THE CONTRACTOR. z ° ° °
R.
II^�'' \\ T.O.W.=83.00' 8•.p7 / ° T•-_O
✓ ,J Q \ 1 \ / EXISTING CULVERT \ \ / N 33. WHERE IT IS REQUIRED TO CUT EXISTING ASPHALT OR CONCRETE, THE CUTTING SHALL BE DONE TO THE NEAT WORK LINE USING SAW, CUTTING z o o Em w o
\ I / INV.IN=8479.80' elir X89 WHEEL OR OTHER APPROVED METHOD BY THE ENGINEER. ASPHALT SHALL BE SAW CUT AND REMOVED A MINIMUM OF ONE FOOT BACK FROM THE
SITE BENCHMARK / -/ • \ \ \ \ EXISTING EDGE, OR UNTIL AN ACCEPTABLE EXISTING CROSS SLOPE IS ACHIEVED TO ASSURE A STRAIGHT EDGE FOR THE JOINT. A TACK COAT SHALL
RIM ELEV.=8476.1' / \ • \ \ i \ \ BE APPLIED TO THE FRESHLY CUT EXISTING MAT AND ALLOWED TO CURE TO FACILITATE A GOOD JOINT IN ACCORDANCE WITH SECTION 407 OF
INV.ELEV/=8464.2'(U.E.V.S.D.AS-BUILTS) ^ I \ EXISTING CULVERT \ \T\ COOT'S STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, LATEST EDITION. Z
BASIS OF ELEVATION �� INV.IN=8479.00' \ a, `
APPROXIMATEN 34. CONSTRUCTION WASTE MATERIALS WILL BE DISPOSED OF BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER, UNLESS OTHERWISE NOTED
O I / \ \ ON THE PLANS. WASTE MATERIAL SHALL NOT BE DISPOSED OF WITHIN BLM OR STATE RIGHT-OF-WAY. IT SHALL BE THE RESPONSIBILITY OF THE
LIMITS OF DISTURBANCE \ \ \ \ CONTRACTOR TO OBTAIN A DISPOSAL SITE FOR ALL UNUSABLE MATERIAL. J
(TYP.) ^
/D\ I \ \ \ eireo, 35. THE CONTRACTOR IS REQUIRED TO RESET, ADJUST, OR REPLACE ITEMS THAT ARE AFFECTED THE CONSTRUCTION AND DESIGNATED TO REMAIN. THIS CL
INCLUDES, BUT NOT LIMITED TO; LANDSCAPE, SPRINKLER SYSTEMS, SIGNS, UTILITIES, ROADS AND SIDEWALKS, AND OTHER ITEMS AS MAY BE
LDq I p� \ \ \ IDENTIFIED BY THE ENGINEER OR PLANS. UNLESS SPECIFICALLY NOTED ON THE PLANS, THE CONTRACTOR WILL NOT BE COMPENSATED FOR WORK
S. \ \ OUTSIDE THE PROJECT LIMITS.
I i
36. THE CONTRACTOR IS WARNED THAT CONFLICTS WITH EXISTING UTILITY SERVICES MAY EXIST. PRIOR TO BEGINNING ANY CONSTRUCTION, THE 0
CONTRACTOR SHALL CONTACT ALL APPROPRIATE UTILITY COMPANIES FOR LINE LOCATIONS. THEY SHALL THEN LOCATE ALL UTILITIES (INCLUDING 0
i - - - \ Q
\ DEPTH BY POTHOLING) WITHIN THE PROJECT LIMITS AT THEIR OWN EXPENSE. ANY CONFLICTS WITH THE PROPOSED CONSTRUCTION SHALL BE BROUGHT 0
I \ \ TO THE ATTENTION OF THE ENGINEER SO THAT MINOR LINE OR GRADE CHANGES CAN BE MADE TO ELIMINATE ANY CONFLICTS WITH THESE EXISTING W
I UTILITIES. WHERE CONFLICTS EXIST BETWEEN NECESSARY CONSTRUCTION ACTIVITIES AND EXISTING UTILITIES IN THE OPINION OF THE CONTRACTOR, Z > Q
I \ \ ENGINEER, AND RESPECTIVE UTILITY OWNER, AFFECTED UTILITIES WILL BE RELOCATED BY THE UTILITY OWNER AT THEIR COST. T
I \ co
37. THE CONTRACTOR SHALL CALL THE UTILITY NOTIFICATION CENTER OF COLORADO (UNCC) AT 811 OR 1-800-922-1987 FOR UTILITY LINE LOCATIONS J J
'' AT LEAST THREE (3) BUSINESS DAYS, NOT INCLUDING THE DAY OF ACTUAL NOTIFICATION, PRIOR TO ANY EXCAVATION ACTIVITIES.
\ \ w \ U
38. OWNER AND ENGINEER ASSUME NO RESPONSIBILITY FOR UTILITY LOCATIONS. LOCATIONS SHOWN ON THE PLANS ARE PLOTTED FROM THE BEST CC 0 Z
I ` AVAILABLE INFORMATION, BUT MAY NOT BE ADEQUATE FOR THE PURPOSE OF CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR VERIFICATION AND
d \ ACCURATE LOCATION (INCLUDING DEPTH) OF ALL EXISTING UTILITIES. ALL EXISTING UTILITIES SHALL BE PROTECTED FROM DAMAGE BY THE m LL N
-` \ \ CONTRACTOR. DAMAGED UTILITIES SHALL BE REPAIRED BY THE CONTRACTOR AT NO EXPENSE TO OWNER. Q Z 0 P-
I z
NOTES: I ` \ 39. WHERE EXISTING SURFACE FEATURES RELATED TO EXISTING UNDERGROUND UTILITIES ARE TO BE ADJUSTED TO FINAL GRADES, INCLUDING VALVE Z J Z
BOXES, MANHOLE FRAMES, LIDS, AND GRATE, SANITARY SEWER CLEAN-OUTS, AND STORM DRAIN INLETS, CONTRACTOR SHALL MAKE SUCH ``
ADJUSTMENTS TO THE SATISFACTION OF THE ENGINEER AND RESPECTIVE UTILITY OWNER AND AT THE CONTRACTOR EXPENSE. Q 0 o
1) THIS PLAN IS FOR SITE GRADING AND DRAINAGE REFERENCE ONLY, ` O o
REFER TO ARCHITECTURAL AND STRUCTURAL PLANS FOR ALL OTHER \ \ \ I 40. ALL WORK AND ACTIVITIES IN OR AROUND THE EXISTING UTILITIES SHALL BE COORDINATED BY THE CONTRACTOR WITH THE APPROPRIATE UTILITY H-
SITE AND PROJECT INFORMATION. DEPICTED SITE INFORMATION HAS BEEN I COMPANY. M W
PROVIDED TO INTER-MOUNTAIN ENGINEERING BY THE ARCHITECT. CO I\ \
41. ALL EXCAVATIONS FOR UTILITY LINES, CULVERTS, TRENCHES, OR TUNNELS SHALL MEET THE REQUIREMENTS OF THE OCCUPATIONAL, SAFETY AND \
CONTRACTOR SHALL NOT SOLEY RELY UPON DEPICTED SITE INFORMATION 1 \ I HEALTH ADMINISTRATION (OSHA), COLORADO INDUSTRIAL COMMISSION, COLORADO DIVISION OF MINES, OR THE COLORADO DEPARTMENT OF CD
ON THIS PLAN AND ALL SITE IMPROVEMENTS SHALL BE FIELD VERIFIED AND TRANSPORTATION, WHICHEVER APPLIES. Q
BUILT FROM EXISTING STRUCTURES. \ Q Li
42. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACEMENT OF ANY EXISTING MATERIALS THAT ARE DAMAGED DURING CONSTRUCTION WITHIN THE
2) OWNER AND CONTRACTOR SHALL OBTAIN PERMISSION FROM \ \ % I LIMITS OF CONSTRUCTION OR IN THE VICINITY OF THE LIMITS OF CONSTRUCTION, AT NO ADDITIONAL COST TO THE OWNER. Q
NEIGHBORING PROPERTY OWNERS FOR GRADING IMPROVEMENTS BETWEEN 6 OE
LOTS. \ I 43. UPON COMPLETION OF CONSTRUCTION, THE SITE SHALL BE CLEANED AND RESTORED TO A CONDITION EQUAL TO, OR BETTER THAN, THAT WHICH
EXISTED BEFORE CONSTRUCTION, OR TO THE GRADES AND CONDITION AS REQUIRED BY THESE PLANS.
3) INTER-MOUNTAIN ENGINEERING IS NOT RESPONSIBLE FOR GROUNDWATER
a
MITIGATION OR DRAINAGE DESIGN FOR PROPOSED RETAINING WALLS. \ 44. AFTER ACCEPTANCE BY THE TOWN OF VAIL, PUBLIC IMPROVEMENTS DEPICTED IN THESE PLANS SHALL BE GUARANTEED TO BE FREE FROM MATERIAL
CONTRACTOR TO COORDINATE WITH WALL DESIGNER AND SOILS ENGINEER AND WORKMANSHIP DEFECTS FOR A MINIMUM PERIOD OF TWO YEARS FROM THE DATE OF ACCEPTANCE.
I
FOR DESIGN INFORMATION. \ 45. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROTECT AND PRESERVE ALL TREES, BUSHES, SHRUBS AND COVER IN A MANNER ACCEPTABLE TO
N. THE OWNER. ALL AREAS OF TOWN OF VAIL RIGHT-OF-WAY DISTURBED DURING CONSTRUCTION SHALL BE WELL GRADED TO DRAIN, COVERED WITH A H
4) CONTRACTOR TO SLOPE PATIO SLABS/PAVERS TO PROPOSED 0 20, \ / MINIMUM OF 4-INCHES OF TOP SOIL, FERTILIZED, MULCHED AND RE-SEEDED ACCORDING TO THE TOWN OF VAIL'S STANDARD SPECIFICATIONS.
STORMSEWER DRAIN INLET LOCATIONS. \ -40
46. CONTRACTOR SHALL MAINTAIN ACCESS TO FIRE DEPARTMENT HYDRANTS AND CONNECTIONS SHALL BE MAINTAINED THROUGHOUT CONSTRUCTION
4) TOPOGRAPHIC INFORMATION PROVIDED BY OTHERS. CONTRACTOR TO / UNLESS OTHERWISE APPROVED BY THE TOWN OF VAIL FIRE DEPARTMENT. DESIGNED BY: BPS
VERIFY EXISTING SITE INFORMATION AND TO NOTIFY ENGINEER IMMEDIATELY 1" = 10' \ 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
IF DISCREPANCIES EXIST. \ N. QUALIFIED ENGINEER. ALL PAVING SHALL BE 4" (2-LIFTS) PG 58-28 OVER 6" CDOT CLASS-6 ROAD BASE COMPACTED TO 95% STANDARD PROCTOR, DRAWN BY:
\ UNLESS OTHERWISE NOTED ON THE CONSTRUCTION PLANS. CONTRACTOR TO SUBMIT MIX DESIGNS TO ENGINEER PRIOR TO START OF CONSTRUCTION. BPS
48. ALL CONCRETE PAVING SHALL MEET CDOT CLASS D-TYPE II, 4,500 MINIMUM COMPRESSIVE STRENGTH UNLESS OTHERWISE NOTED ON THE CHECKED BY:
CONSTRUCTION PLANS. CONTRACT TO SUBMIT MIX DESIGN TO ENGINEER PRIOR TO THE START OF CONSTRUCTION. BPS
DATE ISSUED:
8-25-17
PROJECTNO.
ISSUED FOR REVIEW 1 1 70067
THIS DRAWING IS UNCHECKED SHEET NO.
\OT -0R CO\STRJCTIO\ Vl OF V2