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LEGEND W 1 ,
2" HBP OVERLAY AREA Is
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\ \ \ \ 2" MILL AND ASPHALT REPLACEMENT o
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\ \ \ FULL DEPTH PATCH AREA 11111111
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\ \ \ I II I LJ\ \ P P 24" WIDE FULL DEPTH CRACK REPAIR
\ \ PROPOSED 25x25' FULL
\ / DEPTH PATCH. SEE DETAIL PROPOSED ROOF DOWNSPOUT CONNECTION
\ / SHEET CO3.1
\ / / :- ,°:_7°4‘,: •
3' CONCRETE PAN
\ ` / / ' O . \
REMOVE EXISTING / N l 1‘'S3 SuF`�
\ \ .,,•°'.\\\ CONCRETE PAD. ----- O O O O •' 0 0 C EXISTING SNOW STORAGE AREAS Q
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BEGIN
PRIOPEIRTYGINE • \ GNp,MON�X / • O O 1• O • \
TRASH AND DUMPSTER \
,�''�• ENCLOSURE RE: ARCH -- ,J • p• ____. -A O EXISTING LEGEND
- Ar•
. O SANITARY SEWER MANHOLE
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s,�� REMOVE EXISTING , _ / / O O V A
\ \ \ 9� �° PAVEMENT OUTSIDE OF • XFIRE HYDRANT
\ \ \\ 0 �e �-eo e PROPERTY LINE 4 0 0 `�• / • O • N \
/ ' 0 \
\ / \\ \ \ '' y'e'z.; i \ 'N' • 0 • N N O STORM SEWER MANHOLE
FIRST BANK OF VAIL \ _ �o , o". ��� \ � SEE SHEET CO2.3 FOR 0 0 0 O O N \ Wv
O O •L� -
\ . - • \ \ \\ \\ ,:a;\\ \ N , PROPOSED STRIPING / 4- -- N WATER VALVE
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Q� \ \ CONCRETE DUMPSTER PAD. \ .\� \ \ ■ ■ ■ ■ ■ ' • ♦ _ _ Q Q ❑• \ TELEPHONE PEDESTAL IP\ / \ \ \ /7" CDOT CLASS P CONCRETE \\ •
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/ O O C . __ • O • \ \
\ / \ \� OVER 4 CLASS 6 ABC \ — • OOL �, _-_ LIGHT POLE
\ STORAGE AREA RE: ♦ 0 0 ( �' ► O 0 \
\ / °� ARCHITECTURAL PLANS \
\ \,\\ MILL AGAINST \ \ \ ` O O O Q' = Q •
\ \\ EXISTING CURB \ \ \ \\ \\ — — - �\ z
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\ / \ \. / `\ \\ \ \ \\ \ \ 0 0 0 I __ _ O O \ SITE PLAN NOTES
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11‘\ \ ` \ 0 ��,��� C�, \ EXISTING SNOW �` _ - 0 • \ \ 1. EXISTING STRIPING TO BE REPLACED AFTER ASPHALT O
\ \ **.r/ �� 2,817 S.F.\ _ \�O / \ `, ` , • STORAGE, TYP. , \ O\ ° , (�`l, ®\ \ O O O ��_ O O \ OVERLAY, SEE SHEET CO2.3.\ \ . ' ��i. ���� • y V� - -_ • O • 2. REPAIR AREAS WILL BE MARKED IN FIELD BY THE
\ \. ��.�� ` 1 0 0 ENGINEER PRIOR TO START OF CONSTRUCTION. r n
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\ \ \ �\ a G�``1 • , .�•;ilea ��� \® + \ \ \
O % 3. SEE LANDSCAPE PLANS FOR LANDSCAPING
\ REMVE DaTING \, 0.,„11.1.1111♦ •r•.�•�•!.�.� ,\ (� SEE SHEET CO2.3 FOR ,-• �. • O • IMPROVEMENTS.
\ \ \ 1r���J• � . • • tb
.� '! •LO O .r 4. OWNER MAY CONSIDER A PETROMAT PAVING FABRIC
CONCRETE APRON v v .•�.•�+��� �•� ,.��V��� ��+•, �� \ PROPOSED STRIPING ��� O O
\ \. \ ` ::��� r��•140 •` •• •..-r�� 1 •41.•�1•, FOR THE OVERLAY.
\ `� DECK EXPANSION N RE � ♦ � � • .• • •.• � O O V `,
\ ARON INET AND . , S O v;•.••,rl��• ��•�•�••�+���•�!.P :�• J •
\ PATCH CK WITH HBP , ARCHITECTURAL PLANS •�•o!�S� �•++*� •».. \��•�`•*+00.�•�!' `�"tOt �.11410 . \ • 000 • 0 • I
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\ \ �� r,��•-o•�r��•, ;� (4.
�I \ 0 0 0 L 0 W > 0 —I
0 I I NOTE: FUTURE WATER QUALITY WILL BE
\ \ p a , • RAMP SIDEWALK DOWN 6" TO 00,%. *+a�� 0,A ��• �w ` • PROPOSED POOL AREA
\ �� r.1-... •��� • • 0 PROVIDED PRIOR TO THE START OF L.L
\ � \ \ Pe MATCH ASPHALT GRADE • •..�•_•�.o **.�•�••♦ �♦ / IMPROVEMENTS RE: • 0 0 C � Z —I
Ir LANDSCAPE AND -ma' 0 0 I
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CONSTRUCTION OF PHASE II. OWNER TO
\ *44,...:•\••J 1141. •♦ ;07:*4' ARCHITECTURAL PLANS ��
0 0 0 C\
SIGN DEVELOPMENT AGREEMENT WITH O
\\ \ \ \ �•��i�����••�+`�.•�•.�i•'•`� \. •• • O O IO OW THE TOWN O
• `V PROPOSED SIDEWALK. REMOVE • �• ••`•-v�r��♦ 00 � ' I I
'� v ' v EXISTING WALK AND REPLACE WITH al*VI S SIA• :4 • v 0
v \ .• •�•-•o r��•�• •+ to \ �� r ,
O `` ••l•o• .�ki •+ , 1 •♦ �z • \ ` 0 • 0 ( �\ O O 1 I 0 �-/ W
.(` \\ \ \ NEW. SEE DETAIL SHEET CO3.1 �•��r�����••*+'�0'•�r�t+•v ♦' J' �� CC
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\ \ s 00Ve RAMP SIDEWALK UP 6" OVER 6'TO ���'o.000,14 ...00,0 o •��+v \ GRAPHIC SCALEw-9 ik A,,oli \
, SNP ( L� G PROVIDE 6" DIFFERENCE BETWEEN •iii• ••`•;!�����::�'`' 00 ;+. ,��' \ • I
/ / v A °:�� . v PSP WALK AND ASPHALT ELEVATION. ♦•�`•�+��� ���� •�• �• •r• O • 0 10II 40 80
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V s \ \ \ A' .°- \ :, 11#1101"•10$1011•1•121
1.0 K P011000,1„0.0,4• 4• V% to ♦ �,� \ I fJ I 1 SCALES 1'-20' Q
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v A� � ° p��* �•�m�•Atto,�� i+i�`•s•��mok.��'•' ,....._w_op_ A �� SEE DETAIL FOR MILL AND �J
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• .• v.•o• re• • \ in
\4 4•000 • �� •.\ !����4•1 \ TRANSITION, SHEET CO3.1 lia
tip. ' / DOWNSPOUT CONNECTION FROM •`���•+�• '� �••`•� ����••,•�,•`•sys I LINI I
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SEE SHEET CO2.3 FOR -'OPOS 3 V.
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PROPOSED STRIPING CON RETE P°N . 0"� 40 ♦ r•.`iAti • •• MILL AGAINST �, EXISTING SNOW
\- ` �:• ,•�• EXISTING WALK AT
1 O O • STORAGE, TYP.
\ " SAWCUT AND REMOVE ASPHALT. INSTALL 47 L.F. 4" : �� BUILDING ENTRANCE •
4!'' •b. O ���\/PI!"
\D SDR35 PVC @ 2% MIN. SLOPE, BRING TO SUBGRADE ,'•rte • O O O
\ AND PAVE. LEAVE 2" LOW PRIOR TO OVERLAY �'
REMOVE EXISTING CONCRETE APRON AROUND , \\ \
\ 0
INLET AND PATCHBACK WITH HBP. THIS INLET �\ \
WILL REQUIRE THAT EITHER THE FRAME AND •L % "' \ CONNECT TO EXISTING ) O O
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GRATE IS LOWERED, OR AN ASPHALT LEVELING % INLET. CORE HOLE AND I1 I i
COURSE WILL BE REQUIRED IN ORDER TO a � \ \ I 0
"\ D'� RE-GROUT
PROVIDE POSITIVE DRAINAGE \ \ OOII
, \ 0 0 ( I
\ v VA I L H O L I DAY I N N 45 L.F. FULL DEPTH
` tk \:. \\\ KPS PpE O C 7/ASPHALT CRACK REPAIR
o �'\ voa \NI N-� GRRAMP SIDEWALK UP 6" OVER 6' TO O '�� � V vv PSP C�%
PROVIDE 6" DIFFERENCE BETWEEN 0 I
I
EXISTING STRIPING. % \\, \ <�-\ A.�' � WALK AND ASPHALT ELEVATION. 0 (J 1 I
SEE SHEET CO2.3 FOR , \ \ 6„ P 00 pE Quo' O C ' I
PROPOSED STRIPING v A ° vv �1PLK �c GRP % �
N
P O C r
\ \ \ PSP O Cid, I PROPOSED BOULDER m
�� \° °cep oWALL RE: LANDSCAPE
\ P , I PLANS
EXISTING CURB AND , ` O C 1
GUTTER TO REMAIN \ �� 0 • O �, �%
�� v A v EXISTING WALK 0 p ��(���
vv \ ivy PROPOSED SIDEWALK. REMOVE TO REMAIN 0� _rpm 2:::c2
O �
v v EXISTING WALK AND REPLACE WITH P
NEW. SEE DETAIL SHEET CO3.1 P
REMOVE EXISTING CONCRETE �v \ �� \ vv� P • O ��
APRON AROUND INLET AND vv \ vlip
/ P p I L.F. F .L DEPT P /O C �(►, ���
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PATCHBACK WITH HBP A �� ��� AS ALT C CK REP O
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RAMP SIDEWALK DOWN P / 6,297 S.F. (�,/, \
•\ \ \ ` 6" OVER 6'TO MATCH �•� \ \� • \\ •• P ,
v y c�IIIII v \A
\ \ \ y EXISTING WALK \��*��y \ \ \• \ P P 4 O 0 C fp
PROPOSED 3'CONCRETE PAN. ; \\ \ \ \ �pyt `,�" an \ \ \\ �\\ P P P / ♦♦♦ r^ J
MILL 2" DEEP, DIRECT RUNOFF TO , \ \ �r
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PROPOSED CONCRETE PAN �v \ AN,:,
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v \ A-, J aIIIIIIIIIIIIIII. v v v P 1,roni..)♦ j „ ��� Q
v 00IIIIIIIIIIIIII vSEE I ETAILF e- MILLA I r ��44�����(0044�� vv vv v REPLAr TO OV' -LAY P
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1.\.._ \ . IIIII�• y � /
APRON AROUND INLET AND • \ \ " )10,01i,
1*kt \ „ ,,54_,_ 7\
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PATCHBACK WITH HBP Cl aVIM,1.1” \ \ /
\ ` kik TWO 90 L.F. FULL DEPTH
° ,Crj \\ \ \\ \ .......„,...1""\\� \ \ \\ O O O 0 Q- ASPHALT CRACK REPAIRS CO CO CO
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\ 616 • 0 0 . r) 0 (-
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* PROPOSED 40'x18' FULL 0 O O O
\� . till \ \ \ �O O O DEPTH PATCH. SEE DETAIL
EXISTING CURB AND L \
GUTTER TO REMAIN ` \ \ \ \ \ \\ \� \ \ •J O G 0, N • SHEET CO3.1 w O O O
/ \ H- H- H-
•
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\ \ 11111 SEE SHEET CO2.3 FOR \\ \\ \ * _ _ ) O .0 (:) 0 0 9
=-1 \ \ \ PROPOSED STRIPING \ N \, \ \ \
0 \ \ \ \ MODIF AS - QUIR D TO \\ \ \ \ ' JvOO/J OO n� `o `o `o
4� \ \ P'•OVIDE ADA \ tkk\
,�,. i Y� EXISTING WALK TO w N (V (V
J O Pb REMAIN H- CV CV
O \ COMPLIANT PARKING \ '\ \ �. / 2,327S.F. o o
-v SPACES AND RAMPS \ \ \ U j y' ` a O O• j / 0 0 0
,' \� \ \ ` JOCLOOOC
\ \ / / i PROPOSED 5'x12' FULL DEPTH O - N c0
\ \\ .\ \ • ,\ O OHO O-0� 2' z
11, \\ \ \ \ PATCH (BETWEEN EXISTING
\ \ \ \ \\ \ N N N O���. 0-0 (-4.(9. PATCH AREAS)
\ \ \ \
�� \ \\ \ \ \\ OPS co
EXISTING PAN ` 4• \\ \ ` \ ,. .. �� 0�� � �L P N
TO REMAIN ` \\ \ s\;\ .J v v _�0- �V/� co (,=--,i
® \ • ,‘ •O� • / 0 0 Y 65 i:',--)�\ \.0• `0 •
\ 0 0
V Q C- 4"60 FO� z z z•
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EXISTING CURB AND �,,,�'" . . e-o EXISTING WALK TO w � I in O Q
GUTTER TO REMAIN '11I�` • REMAIN 0 0 U 0
11I) MCDONALDS
111111111
1111
1111', SHEET
PRELIMINARY PLAN CO2.0
JUNE 17, 2016
FOR AGENCY REVIEW
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