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(TAKEN FROM ORIGINAL BLUEPRINTS DATED 4-4-80 BY SANTANGELOIDAHMAN ARCHITECTS)
ORIGINAL JURISDICTION: 1979 UNIFORM BUILDING CODE, TOWN OF VAIL, VAIL ORDINANCE #36
OCCUPANCY: B-2 COMMERCIAL, R-1 CONDOMINIUM DWELLING UNITS, B-1 PARKING GARAGE
TYPE OF CONSTRUCTION: TYPE 11 ONE-HOUR COMMERCIAL & CONDOMINIUM DWELLING UNITS
TYPE I FIRE RATED PARKING GARAGE
OCCUPANCY SEPARATIONS: BUILDING I = B-1/13-2 = 3 HOUR
BUILDING 1 = B-1/R-1 = 3 HOUR
BUILDING 2 = B-2/R-1 = 1 HOUR
BUILDING I / BUILDING 2 = I HOUR
SPRINKLER SYSTEM: THE TENANT SPACES INCLUDE AN AUTOMATIC SPRINKLER SYSTEM.
OCCUPANTLOAD: B-1 GARAGE: 200 SQ.FT. / PERSON = 222 PERSONS
B-2 COMMERCIAL: 30 SQ. FT. PERSON = 373 PERSONS
R-1 DWELLINGS: 300 SQ. FT. PERSON =198PERSONS
= 793 PERSONS TOTAL OCCUPANT LOAD
GRASSY AREA
LEVEL
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EXISTING WALL TO REMAIN
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SUNKEN CONCRETE
GREASE-TRAP VAULT
APPROX. RE: MECH DRAWINGS
EDGE OF (FLUSH FLUSH
M :
EXCAVATION
MANHOLE MANHOLE
COVER COVER
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NOTE:
DISTURBED AREA TO BE FINISHED
WITH PAVERS TO MATCH
PROPOSED RAMP FINISH
CONSTRUCTION.
FOUNDATION WALL RE: STRUCT. DWGS.
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LEVEL
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FUTURE RESTAURANT SPACE
(BACK OF KITCHEN)
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FUTURE MECHANICAL CONC. SLAB
EQUIPMENT L O CATION
t- LA i SURFACE, CONCRETE
SEE STRUCT. DWGS
1/2" = 1' -0"
ADDRESS: 68 EAST MEADOW DRIVE, VAIL, COLORADO
A PARCEL OF LAND IN LOTS 0 AND P BLOCK 5-D VAIL VILLAGE
FIRST FILING, TOWN OF VAIL, EAGLE COUNTY, COLORADO
PARCEL NUMBER = 210108254003
ZONING = SPECIAL DEVELOPMENT DISTRICT #6
SITE AREA: 49,492 SQ. FT.
BUILDING COVERAGE: 18,000 SQ FT. (38.7%)
LANDSCAPING: 24,694.4 SQ FT. (57.4%)
HARD-SURFACED AREA = 1,800 SQ. FT. (3.9%)
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SOUND ISOLATION
BETWEEN SLAB AND WALL
DESIGN BY OTHERS
GENVERAL CONTRACTOR TO
COORDINATE TOP OF RAMP
CONSTRUCTION WITH
EXCAVATED AREA
APPROVED H.C. RAMP
FROM MEADOW DRIVE
DESIGN BY OTHERS
EXCAVATION AREA
ALL PAVER AND SLAB SURFACES TO BE REMOVED
AREA = 300 SQ. FT. I
ZONE
SECOND LEVEL •
COMMERCIAL SPACE IN
BUILDING 2.
2. A SUNKEN GREASE TRAP VAULT IS PROPOSED AT A
LOCATION JUST NORTH OF THE NEW SLAB. THE
DISTURBED AREA IS INTENDED TO BE FINISHED IN
PAVERS AND TO JOIN SEAMLESSLY WITH THE
PROPOSED CONSTRUCTION OF HANDICAP RAMPS AT
THE SAME LOCATION. ALL THAT WILL BE VISIBLE OF AT
THE WALKWAY SURFACE WILL BE TWO FLUSH MANHOLE
COVERS.
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p ' ' 4" GREASE WASTE LINE '
COORDINATE INSTALLATION
WITH CIVIL ENG. DRAWINGS
780 GALLON CAPACITY GREASE INTERCEPTOR
E COORDINATE INSTALLATION WITH CIVIL ENG.
DRAWINGS. INSTALLATION TO COMPLY WITH =:
I CITY AND STATE CODES AND REGULATIONS! C.O.; ! �, ' C.O�
C.O#_
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BRIDGE
\ ABOVE �� "
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" SANITARY SEWER LINE
N. TO EXISTS CONTRACTOR
3 VERIFY SI4E AND
OCATION OF ' EXISTING
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SCALE: 1/8 " =1' -0"
GEN ERAL !
1. INSTALLA11 IS T BE • - AND OPERATIONAL AND IS TO BE IN ACCORD WITH
BUIL DING DEPARTMENT REQUIREM i•'i • RES PECT
WORK OF OTHER TRADES. EXIS71NG INSTALLATION. UTILITY COMPANY SERVICES AND STANDARDS
AN D MANUFACTURERS RECOMMENDATIO
2. CUTTING AND PATCHING SHALL BE IN AN APPROVED MANNER, PATCH TO MATCH ADJACENT
ROOF OPENINGS ARE TO BE COORDINATED WITH STRUCTURE MAINTAIN '� • 'ai
CLEARANCE BETWE OA INTAK AN D EXHAUSTS 1 PLUMING V E NTS.
3. OBTAIN PAY FOR AND MAINTAIN PERMITS, LJCENSES, CERTIFICATES OF INSPECTION. AND
LIABILITY INSURANCE.
4. FIEL CHECK E► (ISTING CON DITIONS AN► INCLU ALL COSTS ► REQUI f
ACCOMMODATE EXISTING CONDITIONS AND TO PROVIDE A COMPLETE INSTALLATION.
5. PLUMBING MATE RIALS r E QUIPMENT UNL • a 1 AS EXISTING ►
C OPIES UL AND/OR AGA APPROVED WHERE APPLICABLE. THE CONTRACTOR SHALL SUBMIT MINIMUM
THREE OF A a INF ORMATI ON a F OR ENGINEERS f• •
SHALL BEAR CONTRACT STAT EMENT r • D OCUME NTS.
PU RPOSE CONTRACTOR AGREES SUBMITTALS PROCESSED BY THE ENGINEER ARE NOT CHANGE ORDERS;
THAT THE OF • D THE CONTRACTOR UND ERSTAN D S
DESIGN CONCEPT CONTRACTOR SHALL PROVI ar FOR
INSTALLE 6. PLUMBING SYSTEMS UNDER THIS CONTRACT a "i •a'
E QUIPMENT WORKING ORDER. REPLACE, AT NO ADDITIONAL COST TO THE OWNER. WORK, MATERIALS OR
Ia a. D EFECTS IN DESIGN f • OR WOR KMANSHIP
ONE YEAR OF DATE OF FINAL ACCEPTANCE. THIS IS TO INCLUDE DAMAGE AS A RESULT OF
SUCH FAILURE.
7. MAINTAIN AS DRAWINGS RECORD CONSTRUCTION VARIATIONS ON DRAWINGS
I DENTIFY COMPLETION OF PROJECT SUBMIT DRAWINGS TO THE ARCHITECT.
8. A a ENGRAVED ST OCK M ELAMINE ►a t
PLAT . THICK. INDICATE MANUFACTUR M ODE L N O ., S ERIAL N O ., AND AREA SERVE
• PROVIDE a► T O MECHANICAL EQUIPMENT REQUIR SE RVICE . a O
ADJUSTM
10. NOT ALL PIPING OFFSETS AND TRANSITIONS REQUIRED TO INSTALL THE WORK ARE SHOWN
FI EL D MEASURE FOR D= RE QUI REMENTS AN D INSTALL ACC OR DINGLY.
11. PIPING MATERIALS:
A. WASTE AN D VENT ABOVE i
I RON , CAST • i
PVC SCH ! ::
STAINL • .
B. WASTE AND VENT BEL GRAD
I RON . CAST ! f
PVC SCH ► :;
STAINL r
C ONNECT •
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PLAN VIEW
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1. SEC • a • LUME EQUAL TO
OF •
2. ALL PIPE 1 FITTINGS SHALL BE • a W ELDED a► ai ►
P.V.C. MIN. 3* DIA. WITHIN TRAP.
3. WALLS ► BOTTOM REINF ORCED THROUGH
! REMES
4. • a' T O BE'REINFORCED LONGITUDINALLY WITH NO
REBAR ON CENT • 4 REBAR ON a a'
WIDTHWISE, r NO 8 RE13AR DIAG ONALLY AROUND
ACC ESS HO LES.
5. CLEAN O UT SHALL BE PVC SCREW PLUG.
6. V ENT BE •f OR PVC SCHEDULE i
T O A - . " A BOVE G ROUND .
MANH OLE 7. i COVER D ENVER
OR EQUAL SEE 4 SPECIFICATIO
8. CHECK WITH SUPPLIER FOR EX447 DIME?VA=.Qp�
N. "1
SCALE: NOT TO SCALE
S AM A UMBER
S
•
2 LG1wER LEVEL SITE PLAN
SCALE: 1/8 " = 1' -0" NORTH