HomeMy WebLinkAboutB14-0012 CR2 plans revised APPROVED /
20122214.01
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2/12/14
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ISSUE 6 : Issued for Construction
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AN D ASSOCIATES, I NC.
ARCHITECTURE - PLANNING - INTERIORS
48 East Beaver Creek Blvd., Suite 303 233 East Canon Perdido Strece�tt
P.O. Box 1976 -Avon, Colorado 81620 Santa Barbara, Califomia 93101
(970) 949-0257 FAX (970) 949-1080 (805) 963-6890 FAX (805) 963-8102
C� 2013 ZEHREN AND ASS❑CIATES, INC.
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LIST OF DRAWI NGS PROJ ECT DI RECTORY ? �
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GENERAL SHEETS ARCHITECTURAL SHEETS STRUCTURAL SHEETS MECHANICAL SHEETS � ? � � �
OWNER Town of Vail, Colorado Q Zr �n a,
A0.00 COVER SHEET A1.0 SITE PLAN S001 NOTES M1 MECHANICAL COVER SHEET 75 South Frontage Road CIV�L Martin and Martin, Inc. Consulting MEP Beaudin Ganze Consulting Engrs, �C1C. ( ) Z - � �
A0.01 PROJECT INFORMATION SHEET AD1.1 LOWER LEVEL DEMO FLOOR PLAN S002 NOTES M2 MECHANICAL PLAN Vail CO 81657 v � ~ '� �
Q ' ENGINEER Engineers E N G I N E E R 222 Chapel Plance suite Ac-20� O � 2 L --
A 0.0 2 E N T R Y L E V E L C O D E I N F O R M A T I O N S H E E T A 1.1 L O W E R L E V E L F L O O R P L A N S 0 0 3 Q U A L I T Y A S S U R A N C E M 3 M E C H A N I C A L D I A G R A M S ' � O
A1.2 UPPER LEVEL FLOOR PLAN S 0 0 4 Q U A L I T Y A S S U R A N C E M 4 M E C H A N I C A L G A R A G E P L A N 225 Main Street, Unit C101 PO Box 9650 � � � '� �
A1.3 ROOF PLAN Town En ineer Edwards, CO 81632 Q V J N N
O W N E R g Avon, co s�62o t� � o
CIVIL SHEETS ELECTRICAL SHEETS W � c � �
S100 OVERALL PLAN c/o Town of Vail Public Works De t 970-926-6007 � L ap e0 � ed
REPRESENTATIVE P 970-949-6108 Q �
CO GENERAL NOTES A2.1 EXTERIOR ELEVATIONS S101 LEVEL 1 PARKING MODIFICATIONS E1 ELECTRICAL COVER SHEET Mr. Mark Luna W Q � � � Z V V
1309 Elkhorn Drive Mr. Dan Koelliker H V L M c c
C1 SITE PLAN & LEGEND A2.2 EXTERIOR ELEVATIONS S102 LEVEL 3 PARKING MODIFICATIONS � - N d � � � •- � •-
E2 ELECTRICAL FLOOR PLAN Vall, CO 81657 mluna@martinmartin-mtn.com = 0 _ oC p� _ �p �
C2 EXISTING CONDITIONS&DEMO PLAN A2.3 BOOTH PLANS AND ELEVATIONS S103 ENTRY CANOPY PLANS E3 ELECTRICAL SCHEDULES djkoelliker@bece.com Z V Z u� � � V � � �
C3.1 GRADING & DRAINAGE S104 ENTRY CANOPY PARTIAL PLANS E4 ELECTRICAL FLOOR PLAN Mr. Tom Kassmel, PE Mr. Marc Sacconi � Q O eti � � m W m
C3.2 GRADING &DRAINAGE � A3.1 BUILDING SECTIONS E5 ELECTRICAL SCHEDULES 970-479-2235 masacconi b ce.com � ¢ J � N �
C4 UTILITY PLAN S300 TYPICAL CONCRETE DETAILS @ g
C5 STORM PLAN &PROFILE A4.1 REFLECTED CEILING PLAN S301 PARKING MODIFICATION DETAILS tkassmel@vailgov.com �
C8 HORIZONTAL CONTROL& PAVING PLAN S302 PARKING MODIFICATION DETAILS
C9 LINE&CURVE TABLES A5.1 ASSEMBLYAND MISC DETAILS S303 PARKING MODIFICATION DETAILS STRUCTURAL Martin and Martin, Inc. Consulting N
C10 DETAILS A5.2 ENLARGED DETAILS En ineers M � O
C11 AUTO-TURN A5.3 ENLARGED DETAILS S310 ENTRY CANOPY FOUNDATION DETAILS ARCHITECT Zehren and Associates ENGINEER g GENERAL TBD Through Bid Process W ep � o
A 5.4 E N L A R G E D D E T A I L S 225 Main Street, Unit C101
S311 ENTRY CANOPY FOUNDATION DETAILS PO Box 1976 Edwards, CO 81632 C O N T R A C T O R � � �
C20 RAMP GRADING AND LAYOUT A5.5 ENLARGED DETAILS � y O �
A5.6 ENLARGED DETAILS Avon, CO 81620 970-926-6007
C21 INTERNAL STRUCTURE AUTOTURN S315 ENTRY CANOPY WALL DETAILS ' ^
A5.7 ENLARGED DETAILS 970-949-0257 Mr. Sean Molloy > V �
LANDSCAPE SHEETS S320 ENTRY CANOPY ROOF DETAILS Mr. Tim Losa smolloy@martinmartin-mtn.com Y 0 �
L1.1 LANDSCAPE PLAN A6.1 MILLWORK& INTERIOR DETAILS S321 ENTRY CANOPY ROOF DETAILS �j > �
tlosa@zehren.com � Q �
L1.2 LANDSCAPE PLAN S322 ENTRY CANOPY ROOF DETAILS V
L1.3 LANDSCAPE DETAILS Q Mr. Tom DuBois � �p ,�
L1.4 IRRIGATION PLANS � > ^ N
tomd@zehren.com W � � o
L1.5 IRRIGATION PLANS m X �
L1.6 IRRIGATION DETAILS y O �
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N � � � � J �
ABBREVIATIONS GEN ERAL NOTES � � �
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AC ARCHITECTURAL CONCRETE CMU CONCRETE MASONRY UNIT EXPA EXPANSION HH HAND HEWN N NORTH R RISER T TREAD 1. DO NOT SCALE DRAWINGS. IF DIMENSIONS DO NOT APPEAR ON DRAWINGS, NOTIFY V � N �
ACOUS ACOUSTICAL CO CLEAN OUT EXT EXTERIOR HORZ HORIZONTAL N/A NOT APPLICABLE RB RESILIENT BASE TSS TOP OF STRUCTURAL SLAB ARCHITECT IMMEDIATELY. IF DIMENSIONAL DISCREPANCIES OCCUR BETWEEN THE
ACT ACOUSTIC CEILING TILE COL COLUMN HP HIGH POINT NIC NOT IN CONTRACT RC RESILIENT CHANNEL TSF TOP OF STRUCTURAL FLOOR DOCUMENTS, THE ARCHITECTURAL DOCUMENTS SHALL GOVERN.
AD AREA DRAIN CONC CONCRETE FD FLOOR DRAIN HR HOURS NO NUMBER RCF RAISED COMPUTER FLOOR TFF TOP OF FINISH FLOOR
ADJ ADJACENT CONST CONSTRUCTION FDN FOUNDATION HT HEIGHT NOM NOMINAL RCP REFLECTED CEILING PLAN TC TOP OF CURB 2. DIMENSIONS ARE TO GRIDS, FACE OF STUDS, CONCRETE OR CMU WALL,AND
AFF ABOVE FINISH FLOOR CONT CONTINUOUS FEC FIRE EXTINGUISHER CABINET NTS NOT TO SCALE RD ROOF DRAIN TEL TELEPHONE CENTERLINE OF OPENINGS AND/OR FIXTURES, UNLESS NOTED OTHERWISE.
AFP ACOUSTIC FABRIC PANEL CORR CORRUGATED FF FINISH FLOOR ID INSIDE DIAMETER REF REFERENCE TERZ TERRAZZO SEAL
ALT ALTERNATE CPT CARPET FG FIBERGLASS IN INCHES OA OVERALL REFR REFRIGERATOR THK THICKNESS 3.ALL ANGLES ON PLANS ARE 90 OR 45 DEGREES, UNLESS NOTED OTHERWISE
ALUM ALUMINIUM CS CONCRETE SEALER FHC FIRE HOSE CABINET INCL INCLUDE OC ON CENTER REINF REINFORCED THRU THROUGH
ANOD ANODIZED CT CERAMIC TILE FHR FIRE HOSE REEL INFO INFORMATION OD OUTSIDE DIAMETER REQD REQUIRED TOB TOP OF BEAM 4. NOTIFY ARCHITECT OF ANY DISCREPANCIES OR CONFLICTS IN DOCUMENTS PRIOR TO
AP ACCESS PANEL CU CUBIC FIN FINISH(ed) INSUL INSULATION OFD OVERFLOW DRAIN REV REVISION TOC TOP OF CONCRETE DEMOLITION, CONSTRUCTION, OR ALTERATION OF EXISTING OR NEW STRUCTURES.
APPROX APPROXIMATE CY CUBIC YARD FL FLOOR INT INTERIORS OPNG OPENING RM ROOM TOW TOP OF WALL
ARCH. ARCHITECTURAL FLG FLANGE OPP OPPOSITE RO ROUGH OPENING TRANS TRANSVERSE 5. PROVIDE ALL NECESSARY BLOCKING IN METAL STUD WALLS AND CEILINGS. LOCATIONS
D DEPTH FLSG FLASHING JC JANITOR CLOSET OSB ORIENTED STRAND BOARD RP RADIUS POINT TRAV TRAVERTINE INCLUDE, BUT ARE NOT LIMITED TO, FIXTURES, BATH ACCESSORIES, CEILING AND WALL
B&B BALL AND BURLAP DD DECK DRAIN FLR FLOOR JMB JANITOR MOP BASIN OSF OUTSIDE FACE RS ROUGH SAWN TS TUBULAR STEEL MOUNTED ELECTRICAL FIXTURES, SHELVES, CLOSET RODS, CABINETRY, COUNTERTOPS
B/O BOTTOM OF DF DRINKING FOUNTAIN FLUOR FLUORESCENT JT JOINT OZ OUNCE TYP TYPICAL AND INTERIOR MILLWORK.
BC BACK OF CURB DI DRAIN INLET FOC FACE OF CONCRETE S SOUTH
BD BOARD DIA DIAMETER FOF FACE OF FINISH LAB LABORATORY PA PAINTED SC SOLID CORE UG UNDERGROUND 6. REFERENCE PROJECT MANUAL AND DRAWINGS FOR BUILDING CODE INFORMATION.
BLDG BUILDING DIAG DIAGONAL FOS FACE OF STUD LAM LAMINATED PART PARTITION SCH SCHEDULE UL UNDERWRITER'S LAB
BLKG BLOCKING DIM DIMENSION FR FIRE-RETARDANT LAV LAVATORY PAV PAVERS SD STORM DRAIN UNO UNLESS NOTED OTHERWISE 7. MAINTAIN THE INTEGRITY OF ALL FIREPROOFING SYSTEMS AND ASSEMBLIES AS
BM BEAM DN DOWN FT FEET LB(S) POUNDS PC POINTS OF CURVATURE SECT SECTION UR URINAL INDICATED AND NOTED. PROVIDE AND MAINTAIN THE INTEGRITY OF FIREPROOFING � ��
BOT BOTTOM DS DOWNSPOUT FTG FOOTING LP LOW POINT PCC PRECAST CONCRETE SF SQUARE FEET MATERIALS, PARTITIONS,AND BARRIERS. PROVIDE FIRE-RESISTIVE JOINT ASSEMBLIES �
BRG BEARING DTL DETAIL LT LIGHT PERP PERPENDICULAR SHT SHEET VB VINYL BASE AND THROUGH PENETRATION FIRESTOP SYSTEMS AT ALL RATED FLOOR, WALL, CEILING L �
BRK BRICK DWG DRAWING GA GAUGE LTWT LIGHTWEIGHT PL PLATE SIM SIMILAR VCT VINYL COMPOSITION TILE AND ROOF ASSEMBLIES IN ACCORDANCE WITH THE SPECIFICATIONS.
BRZ BRONZE GAL GALLON LVR LOUVER PLAM PLASTIC LAMINATE SIP STRUCTURAL INSULATION PANEL VERT VERTICAL
BSMT BASEMENT E EAST GALV GALVANIZED PLMB PLUMBING SLR SEALER VEST VESTIBULE �
BTU BRITISH THERMAL UNIT EA EACH GC GENERAL CONTRACTOR MACH MACHINE PLSTC PLASTIC SNK SINK VIF VERIFY IN FIELD 8.THE CONTRACTOR SHALL FIELD VERIFY ALL CRITICAL DIMENSIONS FOR EQUIPMENT,
BUR BUILT UP ROOF EC EXPOSED CONSTRUCTION GI GALVANIZED IRON MATL MATERIAL PLWD PLYWOOD SPEC SPECIFICATION VNR VENEER FIXTURES, CASEWORK, DOORS,AND WINDOWS PRIOR TO PROCURING THESE ITEMS. �
BW BOTTOM OF WALL EIFS EXTERIOR INSULATION&FINISH SYSTEM GL BLK GLASS BLOCK MAX MAXIMUM PNT PAINTED SQ SQUARE VWC VINYL WALL COVERING
EJ EXPANSION JOINT GL GLASS MECH MECHANICAL PPL PROPERTY LINE SS STAINLESS STEEL 9.THE CONTRACTOR SHALL BECOME THOROUGHLY FAMILIAR WITH THE EXISTING �
C/C CENTER TO CENTER ELEC ELECTRICAL GMMU GLASS MESH MASONARY UNIT MED MEDIUM PR PAIR SSK SERVICE SINK W WEST CONDITIONS, DOCUMENTS,AND THE PROPOSED BUILDING OPERATIONS PRIOR TO �
CAL TREE CLIPER ELEV ELEVATION GND GROUND MEZZ MEZZANINE PREFAB PREFABRICATE STA STAINED WC WATER CLOSET STARTING THE WORK. THE CONTRACTOR SHALL COORDINATE WITH OWNER'S STAFF AND � �
CFM CUBIC FEET PER MINUTE ELEVR ELEVATOR GR GRANITE MFR MANUFACTURER PROJ PROJECTION STD STANDARD WD WOOD OPERATIONS, OTHER CONTRACTORS WITHIN THE BUILDING, AND THE JURISDICTION
CIP CAST IN PLACE EM EMERGENCY GRD GRADE MH MANHOLE PSF POUNDS PER SQUARE FOOT STIFF STIFFNER WLS WALLS HAVING AUTHORITY OVER THE PROJECT. � O o
CJ CONTROL JOINT EMBED EMBEDMENT GWB GYPSUM WALLBOARD MIN MINIMUM PSI POUNDS PER SQUARE INCH STL STEEL WP WATERPROOF � � �
CL CENTER LINE EPS EXPANED POLYSTYRENE MISC MISCELLANEOUS PT POINT OF TANGENCY STMP STAMPED WPM WATERPROOF MEMBRANE 10. FLOOR LEVELS AND EXISTING CONDITIONS INDICATED ARE BASED UPON THE ORIGINAL �I 1 �
CLG CEILING EQ EQUAL H&V HEATING&VENTILATION MLW MILLWORK PVC POLYVINYL CHLORIDE STN STONE WR WATER RESISTANT CONSTRUCTION DRAWINGS PROVIDED TO THE ARCHITECT BY A THIRD PARTY. L �L/ �
CLO CLOSET EQUIP EQUIPMENT HB HOSE BIB MO MASONRY OPENING STOR STORAGE WWF WELDED WIRE FABRIC CONTRACTOR RESPONSIBLE TO VERIFY AND NOTIFY ARCHITECT OF ANY DISCREPANCIES.
CLR CLEAR ESC ESCALATOR HC HOLLOW CORE MR MARBLE QT QUARRY TILE STRUCT STRUCTURAL � O �
CM CORRUGATED METAL EXIST EXISTING HDW HARDWARE MTD MOUNTED QTY QUANTITY SUSP SUSPENDED XPS EXTRUDED POLYSTYRENE � � O N
CMP CORRUGATED METAL PIPE EXP EXPOSED HM HOLLOW METAL MTL METAL YDS YARDS �
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GRAPH IC SYMBOLS � J °
MATERIALS LEGEND o - o
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MATERIAL HATCHES IN SECTION MATERIAL HATCHES IN ELEVATION
� NEW SITE PLAN � � �
FILL MATL o 0 0 0 o A2,� 1/8" = 1'-0" � �,
GLAZING \ �
0 0 0 0 0
EARTH GRAVEL GLASS O
. . A A � FIRST FLOOR PLAN � � �
CONCRETE/ A2.1 A2.1 A1.1 1/4" = 1'-0" SLOPE
CONCRETE ° • ' `"v'':''•'•'�;;"��', � � .�t• . PLASTER . ' ' .
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CONCRETE LTWT CONC CMU PLASTER DETAIL/ENLARGED PLAN DETAIL DRAWING TAGS ISSUED FOR:
BUBBLE BUBBLE
BRICK MASONRY P1 C� lo. 10-2&13 TO PEEC&DRB
FACE BRICK FIRE BRICK BRICK CMU RUNNING STACKED CERAMIC INTERIOR CEILING 2 11-15-13 PEC&DRB UPDATE
WALL TAG TAG 3 12-2-13 509�o DD
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4 12-30-13 5096 CD
STONE ,�,� woo� 2-12-14 BID/PERMIT
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CUT STONE'' SHAKES WD TRIM PANEL / � UP EL 114'-6" 1 F1 R1 2-20-14 ADDENDUM NO. 1
FIN FLR � � 4 3-2&14 IFC
METAL METAL GRID DIMENSION, STAIR NORTH FLOOR EXTERIOR FLOOR ROOF
BUBBLE LEADERS ELEVATION WALL TAG TAG TAG
IRON, STEEL CORRUGATED COPPER FISHSCALE SPANISH P ROJ ECT
METAL SHINGLES SHINGLES TILE
W��� � 100 I N FO SH EET
FINISH ROUGH BLOCKING PLYWOOD PLYWOOD OSB PLYWOOD DOOR TAG
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INSULATION �JIJVLJL �I������I t�11�"�11„ KITCHEN
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BATT RIGID RIGID SOUND�BOARD �03 O A2.1 A
PROJECT No. DATE
ROOM NAME WINDOW TAG BUILDING BUILDING REVISION REVISION BREAK 22�4.0� OCt ZS, 2013
MISC SECTION ELEVATION CLOUD TAG LINE DRAWN BY CHK BY TRV BY
ACOUSTICAL CARPET DRAINAGE BR TL
TILE &PAD MAT
SHEET No.
A 0 . 01
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CODE REVIEW SUMMARY Z W
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Town of Vail- (Ord. 12 (2012)§ 1 May 1, 2012) �� o
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Adopted Codes: � O �
• The international building code, 2012 edition, including appendix chapters B, C, E, / \ c� p�
G, J and K(Including Amendments) i — Z � � �
• The international fire code, 2012 edition, including appendix chapters A, B, C, D, i ___ ___ V � � � �
E, G, H and J as amended(Including Amendments) � i / --- --- \ a 2 •O �
• The international mechanical code, 2012 edition (Including Amendments) i --- --- O W V _ �
• The international plumbing code, 2012 edition (Including Amendments) i / \ � CC � � "-
U
• The international fuel gas code, 2012 edition, (including Amendments) � � W �� Q � J C
i / \ � Q � ao �.� V a �
• The international energy conservation code, 2012 edition (Including Amendments) � ` � Z `j
• The national electrical code, 2 01 1 edition (Including Amendments) i Q H N a � � � C � C
• T he uni form co de for t he a ba temen t o f dan gerous bui l din gs, 1 9 9 7 e di tion i / \ m � _ � �
2 i 2 L � Z r" c O yc� � J �
2012 International Building Code
� / \ � Q J � N � L m W m
• 311.3-S-2 Occupancy( Existing-Open Parking Garage) NEW FDC-COORDINATE FINAL i
LOCATION AND ORIENTATION � / \
• 304.1 - B Occupancy(Proposed -Service Type Transactions) �
• 406.4 Public Parking Garages w/FIRE DEPT n a a i ° ,
, / \ o
• 406.5.4 Open Parking Garages-Type IB (Non-Sprinklered)Construction 4 i 8 1Q 8 8 N
o Existing -3 Tiers/134,200 square feet/tier i � cn � O
o Allowable- 12 Tiers/Unlimited Area i / \ c�i� a'-o �
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5 4 n � 4 � / \ N � �
• 503.1 -Type V-B Construction (Non-Sprinklered)- Proposed Structure o �
o Height-40 Feet Allowed/23'-0" Proposed �
o Height-2 Stories Allowed/ 1 Story Proposed 2 i / \ '� V o
o Area-9,000 sq. ft. Allowed/3,995 sq. ft. Proposed i m c�
Y x
• 503.1.2- Buildings on same lot. Two or more buildings on the same lot shall be o a� � Q �Q
regulated as separate buildings or shall be considered as portions of the same i U �,
building if the building height of each building and the aggregate building area of i 8 1 4 / \ � ^ �
the buildings are within the limitations of Table 503 as modified by Sections 504 7 i > � N
and 506. the provisions of this code applicable to aggregate building shall be 10 i / \ � � � �
� � °D, o c c
applicable to each building. � i �,, O �
i
• Table 509- Incidental Use: Rooms with boilers where the largest piece of 1Q � i / \ � � Q ^ � J �
equipment is over 15 psi and 10 horsepower- 1 hour or provide automatic i d� a � � � �
sprinkler system. � � �
�° � i
�� ° � � -- -- -- - C C
• 509.3 Area Limitations: Incidental uses shall not occupy more than 10 percent of � � i
the building area of the story which they are located. a� 2 � � i ___ ___ ___ __ � � � �
0 120 sq. ft/3,995 sq.ft=3% °� a ° ° ° i 6 --- --- --- -- 6 H
° �� i
V � cn �
• Table 602 Fire Resistance Rating of Exterior Walls Based on Fire Separation i
Distance i
o X> 30 Feet; 0 Hours i 8"w x 12" H CONC \ /
• Table 601 Fire Resistance Rating of Primary Structural Frame � CURB-TYP
o Type I-B : 2 Hours i \ / SEAL
� 60�-1��g"
60�-1��6" i
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BUILDING CODE KEY EXISTING OPEN PARKING i "IMAGWARY" PROPOSED TOLL STRUCTURE a� °" ' � ° ` a o a ,°�
STRUCTURE � PROPERTY LINE TYPE B OCCUPANCY ° � ° ° � �
b EXIT DISCHARGE \ ° /
❑o FIRE EXTINGUISHER LOCATION S-2 OCCUPANCY ; IBC 705.3 TYPE VB CONSTRUCTION (ROOF A OVE)
Q MINIMUM DOOR RATING (MINUTES) Type IB CONSTRUCTION i \ /
0 TOTAL OCCUPANT LOAD AT EXIT (ASSUMED) i
TD TRAVEL DISTANCE (MAXIMUM) i \ PREFABRICATED /
o EGRESS WIDTH (MINIMUM) � BARRIER FREE � ��
Q SIGNAGE � � ATTENDANT BOOTH � V�
� ACCESIBLE FEATURE �
� a� 4�
i ° ° � ����V I 60"x54d' o° � �
--•--•----------------------------•------ 1 HOUR FIRE BARRIER
� � � °° � I °MAIV�UE�/E�IId� o°
-��—••—��—��—••—��- 2 HOUR FIRE BARRIER i ° o\o ` � I L a
� °a CL�ARANCE W
------------- MAXIMUM TRAVEL DISTANCE i � — - - � ° �;
f-------- � �
; REQUIRED ACCESSIBLE CLEARANCE i 1 4 60�� D A TURN H��X4S�� � � �
�________� � ` AN U E E Fi�l N G �
i EXIST BARRIER GATE LEAR E � � O o
i TO BERE-INSTALLED 1 HOUR FIRE � � � � �
�
2012 INTERNATIONAL ENERGY CONSERVATION CODE REQUIREMENTS � i BY GC BARRIER � � � �
• TABLE C301.1 CLIMATE ZONE: EAGLE COUNTY ZONE 6B
, � IBC 509 � L � O �
TABLE C402.2 OPAQUE THERMAL ENVELOPE REQUIREMENTS i '\ � �
• o ROOFS, ATTIC OR OTHER: R-49 i ' � J N
o WALLS, ABOVE GRADE, WOOD FRAMED OR OTHER: R-20 + R3.8 ci i � � � �� O ?,
o SLAB-ON-GRADE FLOORS, UNHEATED SLABS: R-10 FOR 24" BELOW � ; ; I / V '�
o OPAQUE DOORS, SWINGING: U-0.37 i - - ' ' i � M
� � 'r
• TABLE C402.3 BUILDING ENVELOPE REQUIREMENTS: FENESTRATION — '
� O J o
o U-FACTOR, FIXED FENESTRATION: U-0.36 i � i -- — B (�jJQ ' , 60�� DIA RN N
o U-FACTOR, OPERABLE FENESTRATION: U-0.43 i \_-' ' ' ' � � OO
o SOLAR HEAT GAIN COEFFICIENT(SHGC): 0.40 � NOT : 6° ° !_____� � � 4H°X4H�� � '�
NOTE: REFERENCE SPECIFICATIONS FOR GLAZING DESIGN CRITERIA i RIS AT a4' 0" O I � � MANU RING � � �
i RA , NO �' — / CLEA CE S o
4 � HA RAIL � �` � � v
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ISSUED FOR:
No. DATE COMMENT
1 10-2&13 TOV PEC&DRB
2 11-15-13 PEC&DRB UPDATE
3 12-2-13 50%DD
4 12-30-13 5090 CD
2-12-14 BID/PERMIT
2-20-14 ADDENDUM N0. 1
4 3-2&14 IFC
ENTRY LEVEL
CODE INFO
SHEET
PRO)ECT No. DATE
2214.01 Oct 28, 2013
DRAWN BY CHK BY TRV BY
TD TL
� ENTRY LEVEL CODE INFORMATION PLAN SHEETNo.
A0.02 1/8" = 1'-0" � O • 0�
��E� AS SHOWN
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ISSUED FOR:
� /\ No. DATE COMMENT
A1.2 � SITE PLAN „ > >aze-�s TOV PEC&DRB
2 11-15-13 PEC&DRB UPDATE
A1.0 1/8" = 1'-0" NORTH 3 12-2-13 50%DD
4 12-30-13 50%CD
2-12-14 BID/PERMIT
K EY E D N O T E S: z-Za�a ADDENDUM NO.�
4 3-2&14 IFC
1. PARKING EQUIPMENT FURN and INSTALLED BY OTHERS-GC TO
PROVIDE CONDUIT ROUGH-IN (w/PULL WIRE)and CONC PAD
w/REQD EMBEDS AND ANCHORS-COORDINATE FINAL LOCATION w/
OWNER
SITE
2. CONC FILLED PIPE BOLLARD-PAINT TRAFFI YEL
DETAIL 10/A5.1 P LA N
3. SANDSET CONCRETE PAVERS-TOWN of VAIL'WINTER BLEND'
4. HEATED CONCRETE PAVING-REF: CIVIL and MECH DWGS Q
SEE DETAIL 12/A5.1
PROJECT No. DATE
5. ASPHALT PAVING-REF: CIVIL DWGS
2214.01 Oct 28, 2013
6. LANDSCAPING-REF: LANDSCAPE DWGS DRAWN BY CHK BY TRV BY
7. 5" CONC SLAB ON GRADE MEDIAN w/6x6 w1.4xW1.4 WWF TRD
8. CONTRACTION JOINT @ 10'-0"- 15'-0"OC (MAX)-TYP SHEET No.
9. HEATED CONC WALK-REF: CIVIL and MECH DWGS r� �� • 0
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f a �, �.,� .7� a5 � �
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LEGEND: O KEYED NOTES: GENRAL NOTES: FLOOR PLAN
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TREATED 2x6 WD SILL PLATE � \�� METAL SILL FLASHING-MIN 4" �\� :s::'`,..�'J ..' . �\� L � �
ABOVE PLATE LINE w/ 1/4" PER FOOT \\� :,: •, '`• �>" \\ 1/4" PE FOOT hn O �
SET IN SILL SEALER � ' " �\\ -i .�?,•` ; �\�� � wv �
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FILL-REF: STRUCT AND CIVIL ' �\ �-, �_ ; ;'�.•\_ �. - `\f O J N
:....� . 1/4" PER FOOT : � �,' ��� � �y C� � �
STL ANCHOR BOLTS- �. � -- ��, � �'� L \ "�
REF: STRUCT \� Q ��p � �_'' ,�7 /O /� � '�b4
'� � �;; 8" 2'-8�� 8�� ;`\ � � �
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— — — �_.; �-` ISSUED FOR:
_ — — —
�' — — — �__ c\� �{ No. DATE COMMENT
— —
�— — ' _ _�_�._._ __- � .__--- ------- - ---- --- ---- — -- --- -- - = ��
1 10-2&13 TOV PEC&DRB
�__ _ -Ti--1 � I--�I � I � I � � II. I 1 -� � ,
� 2 11-15-13 PEC&DRB UPDATE
! _ _I_—I i i I_; 3 12-2-13 50%DD
RIGID FDN INSUL-R15 MIN j— _ —I--�� • : � 4 1 2-3 0-1 3 5 0 9 6 C D
_— ,_: � =I I — i � _, Q `;" 4 3-2&14 B�/PERMIT
— —I —^� �i
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_ � _ \;
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REF: STRUCT D ETAI LS
i , : — �
-- �,, \/; �1
_`_� �', `� ` �, ��i
�' /' PROJECT No. DATE
`�' �',
, ; 2214.01 Oct 28, 2013
DRAWN BY CHK BY TRV BY
<,;' TRD TL
SHEET No.
A5 . 2
scni.e: 1 1/2" = 1' - p"
2 WALL DETAIL � TYPICAL STONE PIER DETAIL
1-1/2" = 1'-0"
A5.2 1-1/2" = 1'-0"
i
STL PIPE-
REF: STRUCT �
i STORM COLLAR SEAL
Vo
WEATHERTIGHT �
x � H
� PIPE FLASHING Z
�—
� � WATERPROOFING MEMBRANE - (,/) ' O
� `V � TWO LAYERS FOR 3 COURSES W V
OLID BLOCKING BTWN ROOF z METAL ROOF SHINGLES Z � � �
JOISTS w/(2)2x2 VENT HOLES- G° � � � O M
REF: STRUCT ��� � I i I SEALANT AND FASTENER
,- J _ � � z � M �'
� METAL ROOF SHINGLES HIGH TEMPERATURE � �-
LVL ROOF JOISTS @ 24" OC- ��� �,�� � ��- �"� � ROOF UNDERLAMENT-DBL U � I— as O
REF STRUCT ������ '�� _ ��� �����`` \� / � LAYER FOR FIRST 3 COURSES O 0- _ �_ �
�
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i� i�� � �� -_����` SUB�FASCIA � � W V p J � C
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,- I - I AIRF� � � �N o W � �
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�_ _____ _____ _ THRU BOLT, TYP 'I � � 0 C�
I / � WOOD CEILING A5.3 CED R FASCIAE � U o
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� i i DCy�NSPOUT, TYP �e �
� ` 8"x 4"x 3/8" KNIFE ` � � �
/ � I 6 3/4"X22 1/2" GLU-LAM BE I I PLATE-ATTACH TO GLULAM w/ ` ONTINUOUS SOFFIT VENT � Q �
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CEILING INSUL-R49 MIN ` O O ^�� DOWNSPOUT
CLG JOISTS, REF: O O
ROOF/CEILING ASSEMBLY
O O
10 x 10 CEDAR TIMBER
COLUMN-S4S
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7 WALL DETAIL 4 RIDGE DETAIL 2 TYPICAL EAVE DETAIL �
1-1/2" = 1'-0"
A5.3 1-1/2" = 1'-0" A5.3 1-1/2" = 1'-0" �
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\ \ \ DBL LAYER FOR FIRST 3 COURSES � � �j
,, � �
i� � � � �
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6x6x1/4 AESS TUBE STEEL � LET-IN WITH UNDERLAYMENT O
` ` O�� • �
/ � J C,/�
� � �
6 TIE ROD DETAILS � �N ISSUEDFOR:
A5.3 1-1/2" = 1'-0" � No. DATE COMMENT
1 10-2&13 TOV PEC&DRB
2 11-15-13 PEC&DRB UPDATE
� / 3 12-2-13 50%DD
� 4 12-30-13 50%CD
� 2-12-14 BID/PERMIT
D 6x6 METAL GUTTER 4 3-2&14 IFC
and DOWNSPOUT
TURNBUCKLE 6x6x1/4 AESS TUBE STEEL � '
� TREATED 2x WD
2"THREADED ROD o
3/4"STEEL PLATE � SUB-FASCIA
CLEVIS � Di ; EN LARGED
/ 2" STEEL STRAP
�� DETAILS
2�
12
2"THREADED ROD 2x8 and 2x10
N CEDAR FASCIAE
� CONTINUO S SOFFIT VENT
�' 2" DIA CLEVIS PIN PROJECT No. DATE
2X6 TON UE AND GROOVE CEDAR BLOCKING AT GUTTER 2214.0� OCt ZH, 2013
WOOD C ILING
END PLATE DRAWN BY CHK BY TRV BY
TRD TL
SHEET No.
5 TIE ROD DETAILS 3 TIE ROD DETAILS � TYPICAL EAVE DETAIL ENLARGED A5 . 3
A5.3 3" = 1'-0" SCAI.E: 1 1/2" — �� �°
1-1/2" = 1'-0" 1-1/2" = 1'-0" _ _
t/'�
Vo
ZW
— �
z
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\ M Q1
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MTL SHROUD, MATCH ROOF � V :'� �
� � � �� �
SHROUD SUPPORT BASE PLATE: SHINGLES (� � Q V � � N
BOILER FLUE, REF MECH DWGS Q � Q 0 � � (� � J �
METAL STORM COLLAR-SEAL I_ N � � � 6 C � C
6x6x3/8 BASE PLATE o 0 0 0 0\ TOP EDGE WATERTIGHT � = Q W m p� V ? � ?
Z V Z `� �n ed �u e�
FLASHING CURB BEYOND, 2.5x2.5x3/8 POST \ � � /' o 0 0�o 0 0 0 0 0 0 0 � Q Q � p N a��o � m W m
REF DETAIL 2/A5.4 „ / S/S DRAW BAND SET IN
3/4" DIA x 6 BOLTS O , ELASTOMERIC MASTIC
FASCIA TRIM BEYOND, 3" ,� ��, SEALWATERTIGHT TO FLUE �
REF DETAIL 2/A5.4-
NOTCH AT GLU-LAM
SHEET METAL FLANGE w/UP-TURNED LEG- N
/ \ ATTACH WATERTIGHT TO FLUE AND � O � �
� � ROOF SHEATHING, RUN UNDERLAYMENT �"� °O O
r � i _ i OVER FLANGE ' � �
I EXTEND FLASHING i � � � , O �
v�
METAL ROOFING ON 2 LAYERS OF HIGH- N � �
BEHIND FASCIA TRIM S OPE=y'FT i i S�o E=r°�FT TEMP ROOF UNDERLAYMENT-TURN DOWN 'C O o
-----� �-------t > (, 1�
-- - -- - l-- - UNDER DRIP FLASHING
� � TREATED 2x10 PLATES — — m �
I METAL CAP FLASHING Y p X
WITH DRIP EDGE ----------- � �i � Q
METAL DRIP EDGE FLASHING � a �
GLU-LAM RAFTER, REF 12"ANCHOR BOLT \�� `� �� 1 VERIFY w/ �� ' \��. w/CLEATS @ 12" OC V � ^
\ ' �� I FLUE MFGR �� � �\� � 1� N
STRUCTURAL DWGS . , I � e� � O
.��\ ' i i �I I� i i , \�� m o �
OPEN BEYOND 2x6 STUDS \��\' � I I II � '\��\ � m � C C
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REF STRUCTURAL DWGS INSULATION �\��' � I� �I : \��� ; � � '�
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\\� � �� �� ' �\�
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STONE VENEER �. \ �� � �' I� �� '' %"WD ROOF SHEATHING
3 RAFTER FLASHING DETAIL ���� ; '; �� �� ;� j �
A5.4 1-1/2" = 1'-0" \\\� ` ;° ii �i ;
/ ' a 'a
MASONRY TIES �\\\ ' I� �I
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SECOND LAYER OF ROOF METAL FLASHING \� `�� ' y �I ��
UNDERLAYMENT AT RAKE EAVES FOR W/DRIP EDGE \\�r: �� � � �
24" MIN FROM EAVE EDGE, WRAP CURE WEEP HOLES @ 16"OC HORIZ \\� '°�' �I I = =� ~
.; �I ; � PROVIDE HOLES FOR VENTILATION � � �
SEALANT METAL FLASHING- _ i f I� �I ` IN ADJACENT LVL AT STRUCTURAL �
UP WALL 12" MIN `� �I �� O BAY WITH BOILER FLUE ONLY � � Q o
RETURN ROOF UNDERLAYMENT I� �I - � � � �
, TREATED 2X6 WD CURB UP WALL 12" MIN ���, � :$ I� �I � � �
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\ � . �� �� ;
TURN UP METAL CAP FLASHING \\� , �I , ISSUED FOR:
BEHIND FASCIA, REF 3/A5.4 ��\\ " �'�
2x6 TONGUE and GROOVE �\\�., �� _-�',-'��� I' No. DATE COMMENT
WOOD SOFFIT ��� A��\ �� � -'���� �I
� \� '� �s � �� � 1 10-2&13 TOV PEC&DRB
---_-- _-- — _ — — — ,a
__�_— __=�____c �_ o - ___ DOWNSPOUT, � ��""' '' �: � I FIRE-CAULK FLUE PENETRATION 2 11-15-13 PEC&DRB UPDATE
--�_=---�-�—� -- ��- REF 6/A5.6 \��� ' ����"��� � I �� THROUGH CLG 3 12-2-13 50%DD
�--- METAL CAP FLASHING W/DRIP, \\��i � �� I�
REF 3/A5.4 \\� :' � r �� 4 12-30-13 50%CD
\� : �� 2-12-14 BID/PERMIT
\���: f I� �I 4 3-2&14 IFC
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�` PROJECT No. DATE
�� ' 2214.01 Oct 28, 2013
��\��� �
\��\ ` � DRAWN BY CHK BY TRV BY
TRD, AAA TL
2 RAKE EAVE DETAIL SHEETNo.
A5.4 3" = 1'-0" 1
CHIMNEY/FLUE DETAIL � .�
A5.4 1-1/2" = 1'-0"
sc.�v-e: 1 1/2" = 1' - p"
1/2" EXT GRADE PLYWOOD
BACKING PANEL
�� � ALUMINUM CLADDING TO MATCH
I i WINDOW MULLIONS N
FULL DEPTH BATT INSULATION V O
GLU-LAM BEAM- Z w
REF: STRUCT � I—
� 3/4" RIGID INSULATION - R3.8 MIN Z
I WEATHER BARRIER- (,/) ' o
I � WAP OPENING
Q � STL BEAM BEYOND- �
W 'y'
� �
I REF: STRUCT � Z = � `�
I �j M C�
� CLG JOISTS, REF ROOF/CEILING Z W � O
� ASSEMBLY V � ~
O � VAPOR BARRIERO � V ,O X
II SELF ADHERED FLASHING � p� � ea �
I 5/8"TYPE 'X' GCB � = a � � � � J �
J / I) INSULATED SHIM SPACE � V � � c� Z C � C
m o� _ 'G 'C
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i... : _
/ DRIP EDGE Z V Z � C � W � � •�
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TUCK METAL PANEL p � � � J �
SEALANT INTO JOINT
BOTH SIDES
CURTAIN WALL SYSTEM Z
METAL CLOSURE BEYOND �
N
GWB BEYOND W �O � ap
O
� � �
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7 WINDOW HEAD DETAIL - NORTH , � _ � a �
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A5.5 3" = 1'-0" � / � L �p ^
STONE VENEER y ^ �n
/ �
/ / p�
// /� ' i MORTAR FILLED BACKING � � �
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� � �/ / � WRAP OPENING � � � � � J �
� METAL MASONRY TIES � a `� � � �
1/2" EXT GRADE PLYWOOD � �� / � � �� � � �
BACKING PANEL I / / � �
ALUMINUM CLADDING TO MATCH I // /� / WALL ASSEMBLY 7�� REF 5A5.5 FOR WINDOW � � � �
WINDOW MULLIONS i /� // SILL INFORMATION � � �
\ //
GLU-LAM BEAM- I � / V � N �
� I: 4 ,
REF: STRUCT I/ / / / , ,� FLEXIBLE FLASHING-
/ / OVER ALUM FLASHING
CLG JOISTS, REF ROOF/CEILING /� � / �: METAL FLASHING WALL ASSEMBLY
ASSEMBLY I I � � W/DRIP EDGE _—
WEEP HOLE / � `' I ' SLOPE _%4"/FT SEAL
WEATHER BARRIER- % O ————
WRAP OPENING I� I , � I. VAPOR BARRIER- \\ \\ �'`
5/8"TYPE'X' GCB � � C8 AESS � \\ \\
WRAP OPENING VAPOR BARRIER, WRAP OPENING
� � /. , . REF: STRUCT I I ;, \ \\\ MASONRY ANCHOR
; .. :
SELF ADHERED FLASHING I
� � i 2x6 WD HEADER
INSULATED SHIM SPACE � �: �
I��� LAG BOLTS :� — � �� /� FILL WITH�BLOWN-IN INSULAT ON�
DRIP EDGE \ / / /
SELF ADHERED FLASHING � � /
� / � 2x6 WOOD STUD HEADER
; / /
TUCK METAL PANEL INTO JOINT SEALANT BOTH SIDES I: SEALANT � // /
� / / / SELF ADHERED FLASHING �,
/
CURTAIN WALL SYSTEM IL =____ � // SEALANT � �
SEALANT — L
METAL CLOSURE BEYOND =___= WOOD TRIM �� �
WELDED ANCHORS
GWB BEYOND HOLLOW METAL FRAME GWB BEYOND �
HEAD GASKET/SILENCER- WEEP HOLES @ 16" OC HORIZ W
REF: HARDWARE SCHEDULE 3X3 STEEL LINTEL ,�
WALL BEYOND
ALTERNATE HEAD CONDITION AT METAL FLASHING � �
OPERABLE WINDOW ONLY � W/DRIP EDGE � � O �
DOOR- REF ELEV
STONE WALL BEYOND � � Q o
LOUVER W/BIRD SCREEN, \/ �
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TOWN OF VAIL GENERAL NOTES: 23. THE CONTRACTOR SHALL VIDEO CAMERA (TV) ALL INSTALLED PUBLIC STORM SEWER PIPES 43. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROTECT AND PRESERVE ALL TREES,
PRIOR TO FINAL PAVING AND/OR OTHER FINAL SURFACE TREATMENT COMPLETION. A COPY BUSHES, SHRUBS AND COVER IN A MANNER ACCEPTABLE TO THE OWNER. ALL AREAS OF I
1 . OBTAIN A PUBLIC WAY PERMIT FROM THE TOWN OF VAiL DEPARTMENT OF PUBLIC WORKS, OF THE VIDEO TAP�NG SHALL BE PROVIDED TO THE TOWN OF VAIL FOR REVIEW, APPROVAL THE TOWN OF VAIL RIGHT-OF-WAY, DISTURBED DURING CONSTRUCTION, SHALL BE WELL • �cnG
(970) 479-2158. OBTAIN ALL REQUIRED BUILDING PERMITS THROUGH THE TOWN OF VAIL AND RECORD KEEPING. GRADED TO DRAIN, COVERED WITH A MINIMUM OF 4" OF TOP SOIL, FERTILIZED, MULCHED AND ' V O
DEPARTMENT OF COMMUNITY DEVELOPMENT, 75 S. FRONTAGE ROAD, VAIL, CO3 81657. RE-SEEDED ACCORDING TO THE TOWN OF VAIL STANDARD SPECIFICATIONS. Z W
24. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ASPECTS OF SAFETY, INCLUDING BUT NOT - �-
2. ALL CONTRACTORS SHALL BE LICENSED TO PERFORM WORK WITHIN THE TOWN OF VAIL. LIMITED TO EXCAVATION, TRENCHING, SHORING, TRAFFIC CONTROL, AND SECURITY. REFER TO Z
OSHA PUBLICATION 2226 FOR EXCAVATING AND TRENCHING. 44. THE CONTRACTOR SHALL MAINTAIN ACCESS TO FIRE DEPARTMENT HYDRANTS AND CONNECTIONS �� N
OBTAIN AND PAY FOR CONTRACTOR'S LICENSE AT THE TOWN OF VAIL DEPARTMENT OF AND THEY SHALL BE MAINTAINED THROUGHOUT CONSTRUCTION UNLESS OTHERWISE APPROVED � o
COMMUNITY DEVELOPMENT, 75 S. FRONTAGE ROAD, VAIL, COLORADO 81657. 25. THE CONTRACTOR SHALL SUBMIT AND HAVE APPROVED A CONSTRUCTION TRAFFIC CONTROL BY THE TOWN OF VAIL FIRE DEPARTMENT. W Z � � °Q
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3. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY STANDARDS, SPECIFICATIONS, PERMITS, PLAN, IN ACCORDANCE WITH THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD), Q Z M a,
BONDS, ETC. FROM ALL APPLICABLE AGENCIES PRIOR TO COMMENCEMENT OF CONSTRUCTION. TO THE TOWN OF VAIL CONSTRUCTION INSPECTOR, PRIOR TO ANY CONSTRUCTION ACTIVITIES - Z � � o
W I T H I N, O R A F F E C T I N G, T H E R I G H T O F W A Y. T H E C O N T R A C T O R S H A L L B E R E S P O N S I B L E F O R M A R T I N�M A R T I N, I N C. G E N E R A L N O T E S: U � H . �
4. THE PUBLIC AND THE TOWN OF VAIL WILL HAVE THE RIGHT TO OCCUPY THE PUBLIC PROVIDING ANY AND ALL TRAFFIC CONTROL DEVICES AS MAY BE REQUIRED BY THE O a V � �
RIGHT-OF-WAY AND ADJACENT FACILITIES DURING THE ENTIRE PERIOD OF CONSTRUCTION. CONSTRUCTION ACTIVITIES. W �
I N A D D I T I O N T O T H E T O W N O F V A I L S T A N D A R D N O T E S, T H E F O L L O W I N G S H A L L A P P L Y: V� p� e a �
PERFORM SITE WORK OPERATIONS TO MINIMIZE CONFLICTS AND TO FACILITATE USE OF THE Q U J N N
PREMISES AND CONDUCT OF NORMAL OPERATIONS. 2 6. T H E C O N T R A C T O R S H A L L S U B M I T T O T H E T O W N O F V A I L C O N S T R U C T I O N I N S P E C T O R A N D G A I N ' � � u� �� Q c � c
APPROVAL FOR A CONSTRUCTION STAGING PLAN, SCHEDULE AND PHASING PLAN PRIOR TO THE i Q � a L ao V � Q �
START OF CONSTRUCTION. 1 . THE CONTRACTOR SHAL� HAVE ONE [1] SIGNED COPY OF PLANS APPROVED BY THE TOWN OF W Q � � � Z V V V
5. ALL MATERIALS, WORKMANSHIP, AND CONSTRUCTION OF PUBLIC IMPROVEMENTS SHALL MEET OR VAIL AND ONE COPY OF THE APPROPRIATE DESIGN AND CONSTRUCTION STANDARDS AND Q H � a � � Q .� � .�
EXCEED THE STANDARDS AND SPECIFICATIONS SET FORTH IN THE TOWN OF VAIL CODE, SPECIFICATIONS ON THE JOB SITE AT ALL TIMES. = p - °° � _ � r �
DEVELOPMENT STANDARDS HANDBOOK, CONSTRUCTION DETA�LS AND APPLICABLE STATE AND 2 7. C O N S T R U C T I O N S I T E S A N D S T A G I N G A R E A S M U S T B E F E N C E D A N D M A I N T A I N E D I N A S E C U R E , Z � Z � � O �V � W �
F E D E R A L R E G U L A T I O N S. W H E R E T H E R E I S C O N F L I C T B E T W E E N T H E S E P L A N S A N D T H E CONDITION AT ALL TIMES. KEEP FENCING AND SURROUNDING AREAS CLEAR OF TRASH AND Q Q g � � a�o � m w m
SPECIFICATIONS, OR APPLICABLE STANDARDS, THE MOST RESTRICTIVE STANDARD SHALL APPLY. DEBRIS. ANY CONSTRUCTION DEBRIS OR MUD DROPPED INTO MANHOLES, PIPES, OR TRACKED 2. THE OWNER'S REPRESENTATIVE / ENGINEER CONSTRUCTION REVIEW OF THE CONTRACTOR'S
ALL WORK SHALL BE INSPECTED AND APPROVED BY THE TOWN OF VAIL. ONTO EXISTING ROADWAYS SHALL BE REMOVED IMMEDIATELY BY THE CONTRACTOR. THE PERFORMANCE IS NOT INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF THE
CONTRACTOR SHALL REPAIR ANY EXCAVATIONS OR PAVEMENT FAILURES CAUSED BY CONTRACTOR'S SAFETY MEASURES IN, ON OR NEAR THE CONSTRUCTION SITE. �
6. ALL REFERENCES TO ANY PUBLISHED STANDARDS SHALL REFER TO THE LATEST REVISION OF CONSTRUCTION WITHIN OR IN THE VICINITY OF THE LIMITS OF CONSTRUCTION. THE
SAID STANDARD, UNLESS SPECIFICALLY STATED OTHERWISE. CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE DUE TO CONSTRUCTION AT NO ADDITIONAL N
COSTS TO OWNER. THE CONTRACTOR SHALL REMOVE ALL SEDIMENT, MUD, AND CONSTRUCTION 3. ALL TRENCHES SHALL BE ADEQUATELY SUPPORTED AND THE SAFETY OF WORKERS PROVIDED j
DEBR�S THAT MAY ACCUMULATE IN THE FLOW LINES, ON PRIVATE PROPERTY, AND IN PUBLIC FOR AS REQUIRED BY THE MOST RECENT OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION ', W o � �
7. THE DESIGN PROFESSIONAL WHO HAS PREPARED THESE PLANS, BY EXECUTION AND/OR SEAL RIGHTS-OF-WAY OF THE TOWN AS A RESULT OF THIS CONSTRUCTION PROJECT. REMOVAL [OSHA] "SAFETY AND HEALTH REGULATIONS FOR CONSTRUCTION." THESE REGULATIONS ARE � � �
HEREOF, DOES HEREBY AFFIRM RESPONSIBILITY TO THE TOWN OF VAIL, AS BENEFICIARY OF SHALL BE CONDUCTED WITHIN 48 HOURS. RETURN ALL CONSTRUCTION STAGING SITES TO DESCRIBED IN SUBPART P PART 1926 OF THE CODE OF FEDERAL REGULATIONS. SHEETING � � �
SAID WORK, FOR ANY ERRORS AND OMISSIONS CONTAINED IN THESE PLANS, AND APPROVAL THEIR ORIGINAL CONDIT�ON UPON COMPLETION OF THE CONSTRUCTION PROJECT. AND SHORING SHALL BE UTILIZED WHERE NECESSARY TO PREVENT ANY EXCESSIVE WIDENING � N p �
OF THESE PLANS BY THE TOWN OF VAIL ENGINEER SHALL NOT RELIEVE THE DESIGN OR SLOUGHING OF THE TRENCH WHICH MAY BE DETRIMENTAL TO HUMAN SAFETY TO THE PIPE -c o 0
PROFESSIONAL WHO HAS PREPARED THESE PLANS OF ALL SUCH RESPONSIBILITY. FURTHER, TO 28 DIMENSIONS FOR LAYOUT AND CONSTRUCTION ARE NOT TO BE SCALED FROM ANY DRAWING. IF BEING PLACED, OR TO ANY EXISTING SITE IMPROVEMENTS OR STRUCTURES. THE CONTRACTOR � V �
T H E E X T E N T P E R M I T T E D B Y L A W, T H E D E S I G N P R O F E S S I O N A L H E R E B Y A G R E E S T O H O L D �°1
HARMLESS AND INDEMNIFY THE TOWN OF VA�L AND ITS OFF�CERS AND EMPLOYEES FROM AND PERTINENT DIMENSIONS ARE NOT SHOWN, CONTACT THE DESIGNER FOR CLARIFICATION, AND MAY BE REQUIRED TO USE AN APPROVED PILING INSTEAD OF SHEETING AND SHORING. � p X
A G A I N S T A L L L I A B I L I T I E S A N D D A M A G E S W H I C H M A Y A R I S E F R O M A N Y N E G L I G E N T E R R O R S A N D ANNOTATE THE DIMENSIONS ON THE AS-BUILT RECORD DRAWINGS. _ � Q �
OMISSIONS CONTAINED IN THESE PLANS. 4. NOT USED. V � ^ �'
29. THE CONTRACTOR SHALL HAVE, ON SITE AT ALL TIMES, ONE (1 ) SIGNED COPY OF THE � � N
8. ALL SANITARY SEWER, STORM SEWER, AND WATER LINE CONSTRUCTION, AS WELL AS POWER APPROVED PLANS, ONE (1 ) COPY OF THE APPROPRIATE STANDARDS AND SPECIFiCAT�ONS AND W � � o
A N D O T H E R "D R Y" U T I L I T Y I N S T A L L A T I O N S, S H A L L C O N F O R M T O T H E L O C A L U T I L I T Y E N T I T�E S A COPY OF ANY PERMITS AND EXTENSION AGREEMENTS NEEDED FOR THE JOB. 5. C O N T R A C T O R S H A L L C O N F O R M T O A L L F E D E R A L, S T A T E A N D L O C A L H E A L T H A N D S A F E T Y R U L E S m o �
S T A N D A R D S A N D S P E C I F I C A T I O N S C U R R E N T A T T H E D A T E O F B U I L D I N G P E R M I T A P P R O V A L O F AND REGULATIONS. � m ^' _ _
THE PLANS BY THE TOWN OF VAIL. 30. IF, DURING THE CONSTRUCTION PROCESS, CONDITIONS ARE ENCOUNTERED WHICH COULD � � � � 'C � �
INDICATE A SITUATION THAT IS NOT IDENTIFIED IN THE PLANS OR SPECIFICATIONS, THE 6. EXISTING FENCES, TREES, SIDEWALKS, CURBS AND GUTTERS, LANDSCAPING, STRUCTURES, AND � a � � �
9. THE TYPE, SIZE, LOCATION AND NUMBER OF ALL KNOWN UNDERGROUND UTILITIES ARE CONTRACTOR SHALL CONTACT THE OWNER, THE DESIGN ENGINEER AND THE TOWN OF VAIL � � �
CONSTRUCTION INSPECTOR IMMEDIATELY. IMPROVEMENTS DESTROYED, DAMAGED OR REMOVED DUE TO CONSTRUCTION OF THIS PROJECT
APPROXIMATE WHEN SHOWN ON THE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE SHALL BE REPLACED OR RESTORED IN LIKE KIND AT THE CONTRACTOR'S EXPENSE, UNLESS c � c
CONTRACTOR TO VERIFY THE EXISTENCE AND LOCATION OF ALL UNDERGROUND UTILITIES ALONG OTHERWISE INDICATED ON THESE PLANS. J 'C � 'C
THE ROUTE OF THE WORK BEFORE COMMENCING NEW CONSTRUCTION. THE CONTRACTOR SHALL 31 . THE DESIGNER SHALL PROVIDE IN THIS LOCATION ON THE PLANS THE LOCAT�ON AND j � eC �
BE RESPONSIBLE FOR UNKNOWN UNDERGROUND UTILITIES. DESCRIPTION OF THE NEAREST SURVEY BENCHMARKS FOR THE PROJECT AS WELL AS THE V � c~i� �
BASIS FOR BEARINGS. THE INFORMATION SHALL BE AS FOLLOWS: 7. THE CONTRACTOR IS RESPONS�BLE FOR FIELD LOCAT�NG AND VER�FYING ELEVATIONS OF ALL
10. THESE DRAWINGS REPRESENT ONLY THE APPROXIMATE LOCATION OF UTILITIES AND ARE EXISTING WATER MAINS, CURBS, GUTTERS AND OTHER UTILITIES AT THE POINT OF CONNECTION
INCLUDED ONLY FOR THE CONVENIENCE OF THE CONTRACTOR. THE CONTRACTOR SHALL BE BENCHMARK: TOWN OF VAIL SURVEY CONTROL SHOWN ON THE PLANS, AND AT ANY UTILITY CROSSINGS PRIOR TO INSTALLING ANY OF THE
RESPONS�BLE FOR LOCATING ALL UTILITIES P�PES AND STRUCTURES. CONTACT THE UTILITY NEW IMPROVEMENTS. IF A CONFLICT EXISTS AND/OR A DESIGN MODIFICATION IS REQUIRED - -
NOTIFICATION CENTER OF COLORADO (800)-922-1987 TO LOCATE UNDERGROUND FACILITIES. PROJECT BENCHMARK: HARN CONTROL POINT "SPRADDLE". ELEVATION = 8287.82' (NAVD THE CONTRACTOR SHALL COORDINATE WITH THE ENGINEER TO MODIFY THE DESIGN. sEA�
CONTACT THE TOWN OF VAIL FOR ADD�T�ONAL LOCATES (970) 479-2158. CONTACT THE 88)• p REG/ T�
....� �
EAGLE RIVER WATER AND SANITATION DISTRICT FOR ADDITIONAL LOCATES (970)-476-7480 EXT. ' �'
1 14. UTILITY LOCATES ARE TO BE PERFORMED AT LEAST 72 HOURS PRIOR TO ANY PROJECT DATUM SCALE FACTOR: 0.999980756 8. CONTRACTOR SHALL NOTIFY ALL BUSINESSES/RESIDENTS IN WRITING 48 HOURS PRIOR TO ANY ; '%�
CONSTRUCTION ACTIVITY. THE CONTRACTOR SHALL ENSURE THAT WORK PERFORMED IN THE SHUT-OFF IN SERVICE. THE NOTICES MUST HAVE CONTRACTOR'S PHONE NUMBER AND NAME �. ii, 2oi4 ;
PROXIMITY OF UTILITIES SHALL BE ACCORDING TO THE REQUIREMENTS OF THESE AGENCIES. OF CONTACT PERSON, AND EMERGENCY PHONE NUMBER FOR AFTER HOURS CALLS. ALL SHUT ; ;
, BASIS OF BEARING: BOUNDARIES ARE BASED ON A LINE FORMED BETWEEN A FOUND OFFS MUST BE APPROVED BY THE GOVERNING UT�LITY DIVISION, AND EAGLE RIVER WATER AND . .
THE CONTRACTOR SHALL NOTIFY THE OWNER S REPRESENTATIVE OF ANY EXISTING UTILITIES F ••.....•• ��
PLASTIC CAP, L.S. N0. 2658 ON A N0. 5 REBAR AT SOUTH ANG�E OF TRACT A, SANITATION DISTRICT (ERWSD) VALVES AND APPURTENANCES SHALL BE OPERATED BY (ERWSD) �j �'
WHICH MAY INTERFERE WITH THE PROPOSED WORK PRiOR TO ANY CONSTRUCTION. THE VAIL/LIONSHEAD FIRST FILING AND A FOUND 2" BRASS CAP AT THE CENTERLINE POINT PERSONNEL, UNLESS WRITTEN PERMISSION IS GIVEN OTHERWISE. 4NAL
CONTRACTOR SHALL REPAIR ALL EXISTING UTILITIES TO REMAIN WHICH ARE DAMAGED DURING
CONSTRUCTION AT NO ADDITIONAL COST TO THE OWNER. OF CURVE ALONG EAST LIONSHEAD CIRCLE IN VAIL/LIONSHEAD FIRST FILING BEING (STATE SEE MAR1 I�/VIAR'IN GENERA�
PLANE COORDINATES) S60°08'42"W, 1515.59' VAIL/LIONSHEAD FIRST FILING CALCULATED g. ALL PUBLIC IMPROVEMENT WORK, INCLUDING CORRECTION WORK, SHALL BE INSPECTED BY A "�OTE �1 6
11 . THE CONTRACTOR SHALL COORDINATE AND COOPERATE WiTH THE TOWN OF VAIL, AND ALL ROTATION = +00°30'06" RECORD - STATE PLANE COORDINATES. TOWN OF VAIL REPRESENTATIVE WHO SHALL HAVE THE AUTHORITY TO HALT CONSTRUCTION
UTILITY COMPANIES INVOLVED, ASSURING THAT THE WORK iS ACCOMPLISHED iN A TIMELY WHEN STANDARD CONSTRUCTION PRACTICES ARE NOT BEING ADHERED T0. THE TOWN OF VAIL
FASHION AND WITH A MINIMUM DISRUPTION OF SERVICE. THE CONTRACTOR SHALL BE RESERVES THE RIGHT TO ACCEPT OR REJECT ANY SUCH MATERIALS AND WORKMANSHIP THAT �
32. THE CONTRACTOR SHALL LOCATE PROTECT AND MAINTAIN BENCHMARKS MONUMENTS
RESPONSIBLE FOR CONTACTING IN ADVANCE, ALL PARTIES AFFECTED BY ANY DISRUPTION OF ' ' ' ' DOES NOT CONFORM TO ITS ENGINEERING CODE OF STANDARDS AND SPECIFICATIONS FOR THE
ANY UTILiTY SERVICE AS WELL AS THE APPROPRIATE UTILITY COMPANIES. CONTROL POINTS AND PROJECT ENGINEERING REFERENCE POINTS. THE CONTRACTOR SHALL DESIGN AND CONSTRUCTION OF PUBLIC IMPROVEMENTS. CONTRACTOR IS RESPONSIBLE FOR
RE-ESTABLISH DISTURBED OR DESTROYED ITEMS AT THE CONTRACTOR S EXPENSE. BEING AWARE OF, NOTIFYING, COORDINATING AND SCHEDULING ALL INSPECTIONS REQUIRED FOR
12. A STATE CONSTRUCTION DE-WATERING WASTEWATER DISCHARGE PERMIT IS REQUIRED IF FINAL APPROVALS AND PROJECT ACCEPTANCE. i
DE-WATERING IS REQUIRED IN ORDER TO FACILITATE CONSTRUCTION OR IF ANY WATER IS 33. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPLACEMENT OF ANY EXISTING MATERiALS
DiSCHARGED INTO A STORM SEWER, CHANNEL, IRRIGATION DiTCH OR ANY WATERS OF THE THAT ARE DAMAGED DURING CONSTRUCTION WITHIN THE LIMITS OF CONSTRUCTION OR IN THE ' � '
UNiTED STATES. 10. REFER TO LANDSCAPE PLANS PREPARED BY ZEHREN AND ASSOCIATES, INC. FOR FINAL ' �
VICINITY OF THE LIMITS OF CONSTRUCTION, AT NO ADDITIONAL COST TO THE OWNER. I._ANDSCAPE AND SPECIALTY LANDSCAPE FEATURES. � �
13. THE CONTRACTOR SHALL COMPLY WITH ALL TERMS AND CONDITIONS OF; THE COLORADO �
PERMIT FOR STORM WATER DISCHARGE COLORADO DEPARTMENT OF HEALTH, WATER QUALITY 34. WHEN AN EXISTING ASPHALT STREET MUST BE CUT THE STREET MUST BE RESTORED TO A
� ' 11 . COMPACTION OF ALL TRENCHES MUST BE ATTAINED AND COMPACTION TEST RESULTS �' o
CONTROL DIVISION, AT (303) 692-3590) AND ALSO THE STORM WATER MANAGEMENT PLAN, CONDlTION EQUAL TO OR BETTER THAN ITS OR�GINAL CONDITION. PATCHING SHALL BE DONE IN SUBMITfED TO THE ENGINEER AND THE TOWN OF VAIL PRIOR TO FINAL ACCEPTANCE. � � �
AND THE EROSION CONTROL PLAN. ACCORDANCE WITH THE TOWN OF VAIL STREET REPAIR STANDARDS. THE SEAMS OF THE �C
ASPHALT PATCHES SHALL BE INFRARED UNLESS OTHERWISE INSTRUCTED BY THE TOWN OF �
14. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN APPROVED EROSION AND SEDIMENT CONTROL VAIL ENGINEER. 12. THE CONTRACTOR SHALL WARRANT ALL WORK TO BE FREE FROM DEFECTS IN WORKMANSHIP � O �
"BEST MANAGEMENT PRACTICES" (BMP) FOR THE PROJECT DURATION. THE CONTRACTOR SHALL AND MATERIALS FOR A PERIOD AS CALLED FOR BY THE PUBLIC IMPROVEMENTS AGREEMENT � �
INSPECT BMP'S WEEKLY AND AFTER EVERY PRECIPITATION EVENT. THE CONTRACTOR SHALL 35. UPON COMPLETION OF CONSTRUCTION, THE SITE SHALL BE CLEANED AND RESTORED TO A WITH THE TOWN OF VAIL. �j
DOCUMENT INSPECTION AND MAKE REPORTS AVAILABLE UPON REQUEST. ACCUMULATED CONDITION EQUAL T0, OR BETTER THAN, THAT WHICH EXISTED BEFORE CONSTRUCTION, OR TO O �?'
SEDIMENT AND DEBRIS SHALL BE REMOVED FROM A BMP WHEN THE SEDIMENT LEVEL REACHES THE GRADES AND CONDITIONS AS REQUIRED BY THESE PLANS. 13. NOT USED. V `Y' ''
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ONE HALF THE BMP'S HEIGHT OR, AT ANY TIME THAT THE BMP FUNCTIONALITY IS ADVERSELY J� °
IMPACTED. ALL NECESSARY MAINTENANCE AND REPAIR SHALL BE COMPLETED WITHIN 48 HOURS � � '
OF IDENTIFICATION, UNLESS OTHERWISE AGREED UPON. 36. STANDARD HANDICAP RAMPS ARE TO BE CONSTRUCTED AT ALL CURB RETURNS AS IDENTIFIED 14. THE OWNER AND/OR THEIR ASSIGNS IS HEREBY NOTIFIED THAT IT IS TYPICAL AND LIKELY THAT � � ,,,
ON THESE PLANS. THE CONSTRUCTION OF THESE HANDICAP RAMPS SHALL BE IN SOME MOVEMENT OF THE SURFACE GRADES WILL OCCUR OVER TIME DUE TO VARIOUS FACTORS '�
15. THE TOWN OF VAIL SHALL NOT BE RESPONSIBLE FOR THE MAINTENANCE OF STORM DRAINAGE ACCORDANCE TO ADA CURRENT STANDARDS. THAT ARE NOT IN CONTROL OF THE DESIGNERS. THUS, A ROUTINE AND DILIGENT '�
FACILITIES LOCATED ON PRIVATE PROPERTY. MAINTENANCE OF ON S�TE DRAINAGE FACIL�T�ES MAINTENANCE PROGRAM IS REQUIRED TO MAINTAIN THE PROPER GRADING AND DRAINAGE o
SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 37. AF-fER ACCEPTANCE BY THE TOWN OF VAIL, PUBLIC IMPROVEMENTS DEPICTED ON THESE PLANS THROUGHOUT THE PROJECT. U '
SHALL BE GUARANTEED TO BE FREE FROM MATERIAL AND WORKMANSHIP DEFECTS FOR A �
16. THE TOWN OF VAIL SHALL NOT BE RESPONSIBLE FOR ANY DAMAGE OR INJURIES SUSTAINED MINIMUM PERIOD OF TWO YEARS FROM THE DATE OF ACCEPTANCE. 15. THE PLANS HAVE BEEN PREPARED BY MARTIN/MARTIN IN ACCORDANCE WITH AND IN RELIANCE �
AS A RESULT OF THE CONSTRUCTION OF THIS PROJECT AS A RESULT OF GROUNDWATER UPON THE GEOTECHNICAL STUDIES AND RECOMMENDATIONS PER "GEOTECHNICAL ENGINEERING I
SEEPAGE, WHETHER RESULTING FROM GROUNDWATER FLOODING, STRUCTURAL DAMAGE OR CONSULTATION, LIONSHEAD PARKING ENTRY IMPROVEMENTS, LIONSHEAD PARKING STRUCTURE"
OTHER DAMAGE. 38. THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR THE CONDITIONS ON � �
AND ADJACENT TO THE JOB SITE, INCLUDING SAFETY OF PERSONS AND PROPERTY DURING LETTER BY CTL THOMPSON, iNC. DATED DECEMBER 23, 2013. MARTIN/MARTIN HAS NO i
17. THE CONTRACTOR SHALL BE RESPONS�BLE FOR �NSURING THAT NO MUD OR DEBRIS SHALL BE PERFORMANCE OF THE WORK. THE CONTRACTOR SHALL PROVIDE LIGHTS, SIGNS, BARRICADES, RESPONSIBILITY FOR THE FOUNDATION SYSTEMS USED WITHIN THIS DEVELOPMENT. �
TRACKED ONTO THE EXISTING PUBLIC STREET SYSTEM. MUD AND DEBRIS MUST BE REMOVED FLAG MEN, OR OTHER DEVICES NECESSARY TO PROVIDE FOR PUBLIC SAFETY, PEDESTRIAN MARTIN/MARTIN SUGGESTS THAT ALL OWNERS, PRESENT AND FUTURE, BECOME AWARE OF THE
WITHiN 24 HOURS BY AN APPROPRIATE MECHANICAL METHOD (l.E. MACHINE BROOM SWEEP, ACCESS AND VEHICULAR ACCESS AS NEEDED. THIS REQUIREMENT SHALL APPLY RISK ASSOCIATED WITH IMPROPER MAINTENANCE OF SLOPES AND DRAINAGE AWAY FROM THE �SSUEDFOR:
LIGHT DUTY FRONT-END LOADER, ETC. OR AS APPROVED BY THE TOWN OF VAIL CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. STRUCTURES. MARTIN/MARTIN RECOMMENDS THE FOLLOWING REFERENCE AS A WAY TO
CONSTRUCTION INSPECTOR.
) BECOME MORE AWARE OF THE UNIQUE SOILS CONDITIONS FOUND WITHIN THIS PROJECT AND No. DATE COMMENT
39. THE CONTRACTOR SHALL NOT WILLFULLY PROCEED WITH CONSTRUCTION AS DESIGNED WHEN IT WITHIN MUCH OF THE FRONT RANGE AREA. 1 10-28-13 TOV PEC & DRB I
18. THE CONTRACTOR SHALL NOTIFY THE TOWN OF VAIL CONSTRUCTION INSPECTOR iS OBVIOUS THAT PREV�OUSLY UNKNOWN OBSTRUCTIONS AND/OR GRADE DIFFERENCES EXIST 2 11-25-13 PEC MEETING I
(970-479-2198) 72 HOURS PRIOR TO THE START OF ANY CONSTRUCTION. IF WORK IS THAT MAY NOT HAVE BEEN KNOWN DURING THE TIME OF DESIGN. SUCH CONDITIONS SHALL "A GUIDE TO SWELLING SOIL FOR HOMEBUYERS AND HOMEOWNERS: PUBLISHED BY THE I 3 12-02-13 50%CD
SUSPENDED FOR ANY PERIOD OF TIME AFTER INITIAL START-UP, THE CONTRACTOR SHALL gE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE DESIGNER AND THE OWNER'S COLORADO GEOLOGICAL SURVEY, SPECIAL PUBLICATION N0. 43. 4 12-30-13 50%CD
�
NOTIFY THE TOWN OF VAIL OF REASON FOR SUSPENSION AND ESTIMATED TIME OF REPRESENTATIVE FOR A DECISION. THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY 5 02-12-14 BID/PERMIT �
SUSPENSION. THE CONTRACTOR SHALL NOTIFY THE TOWN OF VAIL 72 HOURS PRIOR TO FOR ALL NECESSARY REVISIONS AND REPAIRS DUE TO FAILURE TO GIVE SUCH NOTIFICATION AT 6 02-20-14 ADDENDUM NO. 1 �
RESTART OF CONSTRUCTION. NO ADDITIONAL COST TO THE OWNER. 16. THE DESIGN PLANS SHOWN HEREON WERE DEVELOPED BASED UPON THE GEOTECHNICAL i 7 03-03-14 ADDENDUM NO. 2 I
INVESTIGATIONS/ANALYSIS/ENGINEERING CRITERIA DEVELOPED BY CTL THOMPSON, INC., AS ', 8 03-28-14 IFC
19. THE CONTRACTOR SHALL NOTIFY THE TOWN OF VAIL ENVIRONMENTAL HEALTH INSPECTOR PRESENTED IN THE GEOTECHNICAL REPORT ENTITLED "GEOTECHNICAL ENGINEERING - �
(970-479-2333) AT LEAST 2 WORKING DAYS PRIOR TO THE START OF ANY EARTH 40. AT THE END OF EACH WORKING DAY, THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONSULTATION, LIONSHEAD PARKING ENTRY IMPROVEMENTS, LIONSHEAD PARKING STRUCTURE",
DISTURBING ACTIVITY, OR CONSTRUCTION ON ANY AND ALL PUBLIC IMPROVEMENTS. CONNECTING ANY EXISTING STORM DRAINAGE PIPES TO A NEWLY INSTALLED STORM DRAINAGE DATED DECEMBER 23, 2013, SIGNED AND SEALED BY JOHN MECHLING, P.E. MARTIN/MARTIN, G E N E RAL
SYSTEM. ALL DRAINAGE SYSTEMS WITHIN THE CONSTRUCTION LIMITS SHALL BE MAINTAINED BY INC. RELIED UPON THE ENGINEERING ANALYSIS AND CONCLUSIONS OF THIS REPORT IN THE i
20. NOT USED. THE CONTRACTOR FOR THE ENTIRE DURATION OF THE CONSTRUCTION PROJECT. THE PREPARATION OF THESE CIVIL ENGINEERING PLANS AND DOCUMENTS. NO iNDEPENDENT
CONTRACTOR SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF ALL DRAINAGE WITHIN THE INVESTIGATIONS AND/OR ANALYSIS WAS CONDUCTED BY MARTIN/MARTIN, INC. THESE PLANS NOTES
21 . PRIOR TO PLACEMENT OF HOT BITUMINOUS PAVEMENT (H.B.P.) OR CONCRETE, A MECHANICAL CONSTRUCTION SITE AND OFFSITE DRAINAGE WHICH IS DIRECTLY AFFECTED BY CONSTRUCTION. WERE PROVIDED TO [THE GEOTECHNICAL ENGINEER] FOR REVIEW AND VERIFICATION THAT
"PROOF ROLL" WILL BE REQUIRED. THE ENTIRE SUB-GRADE AND/OR BASE MATERIAL SHALL THESE PLANS DEVELOPED BY MARTIN/MARTIN PROPERLY INTERPRETED AND APPLIED THE
BE ROLLED WITH A HEAVILY LOADED VEHICLE HAVING A MINIMUM SINGLE AXLE WEIGHT OF AT 41 . THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THE OPERATION OF THE EXISTING CRITERIA AND RECOMMENDATIONS ESTABLISHED BY THEIR GEOTECHNICAL REPORT FOR THIS
LEAST 18,000 LBS. ANY SUBGRADE/BASE SECTION EXHIBITING EXCESSIVE PUMPING OR TOWN STREET LIGHTS WITHIN THE PROJECT LIMITS. THE CONTRACTOR MAY PROVIDE PROJECT.
DEFORMATION AS DETERMINED BY THE CONSTRUCTION INSPECTOR SHALL BE REWORKED, TEMPORARY STREET LIGHTING THAT IS APPROVED BY TOWN OF VAIL WHEN EXISTING STREET PRO1[�C'r'No. DATE
REPLACED OR MODIFIED TO FORM A NON-YIELDING SURFACE. THE TOWN OF VAIL LIGHTS ARE REMOVED. 2214.01 OCt 28, 2013
CONSTRUCTION INSPECTOR SHALL BE NOTIFIED 24 HOURS PRIOR TO A "PROOF ROLL".
DRAWN BY CHK BY TRV BY
22. THE CONTRACTOR SHALL FURNISH ELECTRONIC AND HARD COPY REPRODUCIBLE AS-BUILT 42. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THE OPERATION OF EXISTING JJY LML LML
RECORD DRAWINGS SHOWING HORIZONTAL LOCATIONS AND VERTICAL LOCATIONS AND TOWN IRRIGATION LINES WITHIN THE PROJECT LIMITS LESS OTHERWISE APPROVED BY THE TOWN MARTI N/MARTI N
ELEVATIONS OF CONSTRUCTED IMPROVEMENTS INCLUDING ALL UT�LITIES, AND DRAINAGE OF VAIL. C O N S U LT I N G E N G I N E E R S SHEETNO.
APPURTENANCES PRIOR TO ACCEPTANCE OF THE PROJECT.
225 MAIN STREET, UNIT C 101, EDWARDS, COLORADO 81632 i
MAIN 970.926.6007 MARTINMARTIN.COM SCAI.E: AS SHOWN
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BASIS OF BEARING AND BENCHMARK: W v W �
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BASIS OF BEARING: BOUNDARIES ARE BASED ON A LINE FORMED
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BETWEEN A FOUND PLASTIC CAP, L.S. No. 2658 ON A No. 5 REBAR Q Z �j �''� °'
LEGEND � - - AT SOUTH ANGLE OF TRACT A, VAIL/LIONSHEAD FIRST FILING AND A U g W � `�
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F,�ISTINv PROPOSED -��`-�*- � _ _ (S T A T E P L A N E C O O R D I N A T E S) S 6 0°0 8'4 2"W, 1 5 1 5.5 9' V A I L/L I O N S H E A D � � Q V � J
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- - PROPERTY LINE - - � - i a L ao
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---�-- �----�--__ EXISTING TOPOGRAPHY SHOWN WAS TAKEN FROM THE ALTA/ACSM
- EASEMENT �`--- -
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TYPE I _ 1 . ALL DIMENSIONS ARE TO FLOWLINE OR EDGE OF PAVEMENT. � �
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UTILITY CROSSING # � s° �s'� ACCESSIBLE � � � � ,
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AND REPLACE W/ 4' .G � �,
_ - - - _ � , CONCRETE GUTTER COUNTING STATION AND BOILER � U
T - - - -- - TELEPHONE LINE T \ � o
�F� TELEPHONE PEDESTAL TD __ FOR SNOWMELT SYSTEM (RE: ��� � �
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- -C�- - CABLE TV CT � � ���� � I
� SIGN .� �
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DIRECTION OF FLOW � - �� 20 10 0 20 40
� i � � ���� SCALE: 1 "=20' i�
GRADING ARROW � � � ,/ ALL DIMENSIONS SNOWN ARE U.S. SURVEY FEET ISSUEDFOR:
\
No. DATE COMMEM
� DECIDUOUS TREE � � � 1 10-28-13 TOV PEC & DRB
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2 11-25-13 PEC MEETING
I
;; EVERGREEN TREE \/� ; �' 3 12-02-13 50%CD
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�� 4 12-30-13 50/o CD I
BUSH/SHRUB � f �
5 02-12-14 BID/PERMIT I
� OI/ERSIZE I/EHICLE � � 6 02-20-14 ADDENDUM NO. 1 �
o.w. MONITOR WELL ��<� � �
PARKING �,4SPH%L T� � I 1
� � ��� � � 7 03-03-14 ADDENDUM NO. 2 �
- - G - - GAS LI N E G '/ � �__-, � ��j ow what�s below. 8 03-28-14 IFC _
� \ TILITY NOTIFICATION Call before Du d�
ORl%E DESCRIPTIONS DRIVE I
811 SITE PLAN &
� '___ CALL 2-BUSINESS DAYS IN ADVANCE
� ��. � - � _ ,� �
�� � �-�---- - — ___ __ � � ��� BEFORE YOU DIG GRADE OR EXCAVATE FOR
� SPOT ELEVATIONS ��' ��' � � ���� MARKING OF UNDERGROUND MEMBER UTILITIES LEG E N D
�� ��;, ; � j � � MARTIN�MARTIN ASSUMES NO RESPONSiBILITY FOR UTILITY
� - " - - _ LOCATIONS. THE UTILITIES SHOWN ON THIS DRAWING HAVE BEEN
PLOTTED FROM THE BEST AVAILABLE INFORMATION. IT IS, HOWEVER, �
THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY THE SIZE, PROJECTNo. DATE
MATERIAL, HORIZONTAL AND VERTICAL LOCATION OF ALL UTiLIT�ES 2214.01 OCt 28, 2013
PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION.
DRAWN BY CHK BY TRV BY
MARTI N/MARTI N »v LML LML
CONSULTING ENGINEERS SHEETNO.
225 MAIN STREET, UNIT C 101, EDWARDS, COLORADO 81632 �
MAIN 970.926.6007 MARTINMARTIN.COM SCAI.E: AS SHOWN
EXISTING CONDITIONS (SURVEY) NOTES:
. �
1 . DATE OF ALTA/ACSM SURVEY: AUGUST AND SEPTEMBER, 2004. UPDATED PARKING STRUCTURE V �
ENTRANCE AND AREA SOUTH OF THE OVERSIZE PARKING AREA DECEMBER 2013. Z W
_ �
Z
2. INTERSTATE 70 RIGHT-OF-WAY WAS BASED ON COLORADO DEPARTMENT OF HIGHWAYS PROJECT I �, o
No. I 70 2(7)183 SNEETS, 7,9,1 1 ,13,15 AND 17. STATION 30+00 TO 210+00. THE ROTATION W V W �
-___,, _ ___ �, ____�__ �. ---��--____T�______T __ � � OF THIS SURVEY TO COLORADO HARN STATE PLANE COORDINATES IS BASED ON THE BRASS Z � ^ �
----c---�--- --TV ---rv----rv----rv-----rv---rv --- �� � — � O M
-c-——-c— — —
_ _ -- ----c----
-_-____---`- ---
_ _ �----�----�----�--___�____ T�--____ � CDOT MONUMENTS FOUND AT STATION 180+85.6 RIGHT (HELD) TO STATION 90+00 LEFT Q Z � n c+
--�-_-- T� ---
_ _ --c--- Tv----T�--- , „ > � c� ,-•
---------_____ -�---�_____ Tv-___ BEARING: DEEDS AND MAPS = S66°35 23 W - 8628.33 - CALCULATED STATE PLANE � 'n
_______._. �---- -T�-____
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`�---- --- �---- -T�---=rv--___ > » > > » � O
-- ___ _ -�---�__ __� T�-_____ _ COORDINATES = S67°09 05 W - 8627.71 - MEASURED ROTATION = +00°33 42 . , a = �L °
_ _ _ ---c-___ TV --TV----TV-___ i o
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3. THE SOLE PURPOSE OF THIS UPDATED TOPOGRAHIC MAP IS FOR THE REDESIGN OF THE
- --�-_- --T�-___ � �
__ --c-___ --r�___ � Q U J
- _ _
� INTERST%TE 70 �-.-_--- -�___ PARKING STRUCTURE ENTRANCE. OTHER FEATURES EXIST AND ARE NOT SHOWN HEREON. � � W� i� V � J �
-�---
lIVTERST,�TE 70 SOUTHERL Y RIGHT-OF-W%Y SOUTH FROIVTAGE� � � Q �j Q � � � V � V
�� RO,�D W�S�7
,� �lMIT ME/SURED I/ERSUS C,4�CUL/TED) 4. LOT 1 , BLOCK 2, VAIL LIONSHEAD, FIRST FILING AND LOT 3, A RESUBIDIVISON OF LOT 1 , I- V � M c c
--��----�,--- - '
-----___ -�� --��---��----_,__ - ( BLOCK 1 , VAIL/LIONS EAD, SECOND FILiNG DO NOT LIE WITHIN THE 100-YEAR FLOODPLAIN OR ', � _ � ,,-a,,, °° °1 = � �j �
- _ V
__.
--
---T� --- --_ REMO�E CURB/GUTTER AND SIDEW,4LK o �
-T�--- ��- --T�------ T�-- THE 50' STREAM SETBACK. ' pC � � o� "� a�i � a`�i
-- ---TV_-__ T =._
�`� - - TO FACILITATE WATER CONNECTION
Q � t`��i ... � 0o w 00
_ -TV - 5. LOT 1 AND LOT 3 ARE SUBJECT TO THE PROTECTIVE COVENANTS AS RECORDED OCTOBER 15,
� �_ � � _ �
- - -�-�-, ^
��T�� -- -- 1971 , IN BOOK 221 AT PAGE 989.
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�� �T�/f \�° --- -- '---- RELOCATE lRRIGATION �— \ _== 6. LOT 1 AND LOT 3 ARE ZONED GENERAL USE (GU) DISTRICT AND ARE SUBJECT TO SECTION N '
-T----
�� L�?T�� --T---- � � 12-9C5 DEVELOPMENT STANDARDS WHICH STATES: `"' `° o
�`� � � -T---__T____ BACKFLOW PREI/EIVTER - - --- ��� � � �o � c�
� -Z�i 7 0
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- -�-- �_ ,,,__ __--,��.-_.---W-----,,_ __ �� � `�'-1 -?- --_-_T�`E__T___ \ �'' ' ,�� I � � \ _� 6.1 . PRESCRIBED BY PLANNING AND ENVIRONMENTAL COMMISSION: IN THE GENERAL USE *� -�v c,
;ti _;�
�--�,___ _ -� �� -E-___ ; �� � � � � ed �
/ � ---�,_ , _ _ __�___--E---- f -E-_____E_ _ � , UONSHE,�D P/RKING DISTRICT, DEVELOPMENT STANDARDS IN EACH OF THE FOLLOWING CATEGORIES SHALL BE '� o c,
�---E- -- -_ --E---� -E� ----E-- -- -�---- i E----- C' .-.
� --�,�___ ,'__���_�,��, _^ -E-____E__ '� �TRUCTURE ENTRY PRESCRIBED BY THE PLANNING AND ENVIRONMENTAL COMMISSION. -o 0 0
�A � w- - - �-_ —E-__ 1
�� __ �- � -._. �� � � � ��-�--L�� � �-E---- � � � �
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I� -,�,____ __ �� ---�-- ° - -- - ----W-_ - -w, _- S
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� v� ? ' � 6.1 .3. BUILDING HEIGHT. � Q �
- —E- —F-----t -- — E---t— �, �Z��, ��e,
-� -�__E_---E-----E-- ---- - ----E-- E - REMOI/E CURB/GUTTER ,,._- - ---� --- - - � � � � a� '
��� ,�� sas ,e AIVD SIDEW,4LK TO ; REMOI/E ABAIVDOIVED � "--- �- 6.1 .4. DENSITY CONTROL. � � �
5g � , ^ �n
� CONSTRUCT RAMP gls� } ' -,,.� � SERI/lCE LR M lT l T � �, � h �_'��� ���,� 6.1 .6. LANDS oAPING AND SITE DEVELOPMENT. I � m x �
� � i � . __� -�$� E Ol/E S E L GH
�- ► ,_�_- '� � �� 6.1 .7. PARKING AND LOADING. � o �
\ I ����, � i ■ �� � -�'""� REMOI/E AiVD REPLACE FIRE HYDRAiVT � � '�� '��,, �����---�s- 0° ^ � �
--�;__._?' �� i �, � J •—
FOR ALL TREE � � REMOI/E � }� -�'� ,� ` _____ _ ___�__� /� � �, \ 6.2. REVIEW BY PLANNING AND ENVIRONMENTAL COMMISSION: DEVELOPMENT STANDARDS SHALL ao � � � �
� SITE LIGHT �l .�._ __—�---- --��-- � � � �� w� W� � a .. �
� � �I REMOI/E CURB/GU�TER � � � BE PROPOSED BY THE APPLICANT AS A PART OF A CONDIT�ONAL USE PERM�T � �
REMOI/,4L/RELOCATION I � �° � � �I f ��_�
_� �--- � °' � �I � � > > � �'a- �
llV THIS l/lCllVITY, RE.• - �--}"-° �� � � ��� �� � i / APPLICATION. SITE SPECIFIC DEVELOPMENT STANDARDS SHALL THEN BE DETERMINED BY o2S � o?S
( � ------------------- � w� � �I —:`` �� � APPROXIMATE �' �'� THE PLANNING AND ENVIRONMENTAL COMMISSION DURING REVIEW OF THE CONDITIONAL c =
LANDSCAPE TYP i � ��, � ._
REL OCA TE lRRIGA TION METER. r,r '1' r ��•��t�'�"��"c��� ` � �C � �C
i � � �l I �---REMDI/E CONCRETE ISLAND, � LlMITS OF � USE REQUEST IN ACCORDANCE WITH THE PROVISIONS OF CHAPTER 16 OF THIS TITLE. j � eC �
REMOI/E l/AULT AND SERI/lCE LINE. � i REMOI/E II �►=*�----!—� �.� I DISTURBANCE ', �
I '� I CURB/GUTTER, MANNED (Ord. 21 (1994) SUBSECTION 10). V � cn �
� REMOI/E WATER l/,4L l/E (TYP) i MODULAR BLOCK I� F� , ��
� � `" I RETAINING W.4LL � il BOOTH, AND BOLL�IRDS f �
� � REM01/E STORM INLET i / I� �; � il � , , � 7. BURIED UTILITY LOCATES WERE PROVIDED BY UNDERGROUND LOCATORS, LLC. AND QWEST
REMOI/E STORM PIPE—i---� �� �=��—_____� �� I --SAWCUT (TYP) � ' i'i COMMUNICATIONS COMPANY.
' I //// �t
�- - - ---- w �� II� � ��--��1�-REMO�E CONCRETE ISLAND, � � N' � , `�
� � --- — -- — — _ I � � �� �s���_�=�=� 1 , �� � �i � � � � SEAL
UO�VSHE,�D P�IRI�IIVG � , ---_ _ , I � �� � � �� CURB�GUTI"ER, MAIVNED � � � � � 8. PEAK LAND CONSULTANTS, INC. DID NOT PERFORM A TITLE SEARCH OF THE SUBJECT Q REG/ �
STRUCTURE � REMOI/E ELECTRICAL�, --� - -- - __ ____II �' ¢ II BOOTH, AND BOLLAROS '� � ,'� PROPERTY TO ESTABLISH OWNERSHIP, EASEMENTS OR RIGHTS-OF-WAY OF RECORD. RECORD � ����'• �F`��
� ` i �I � � �' ; DOCUMENTS UTILIZED IN THIS TOPOGRAPHIC MAP WERE PROVIDED BY LAND TITLE GUARANTEE i : �:
CONDUIT CONDUCTOR i �'-����_�� � � .
� ' �'��� '' � ��.�"-\ ' � � COMPANY, ORDER No. 19836, DATED MARCH 8, 2004 AT 5:00 PM.
I— I � � � I �I 1� ��I �_ �_,�-REMO�E CONCRETE ISLAND, ` '� ' ,� a. i�, 2oi 4 �
/ _�a�� �- -�
REMOI/E ASPH,4L T � REMO l/E -�-- — � � � �� • •
Y I� � � 1 �.�URB�GUTTER, MAIV�VED , � � �` � ��••. .•' ���
LIONS RIDGE LOOP j ENTRY � i / ASPHALT ENTRY I� F � I� Ba'�T�'�AND BQLLAROS `� ', ,� DEMOLITION NOTES: •...•
RIGHT-OF-WA Y " �
-��----APPROXIMATE LlMITS OF DISTURBANCE i j I �� �� iI ��� 'I ' i� ��4NAL �
'r I��, f�== ---�.---� I � � ' '
I REMOI/E STORM PIPE ' '� � REMO�E CON'C�?ETE ISLAND, � � I
� � �����°�-'-�""��'-��� il�h4 NED �,'' , 1 . ALL ITEMS NOT SPECIFICALLY LABELED FOR REMOVAL OR RELOCATION SHALL REMAIN AND BE SEE MA�2�I�I�/VIAI��-�N GENERA�
I --�- REMO�E STORM IN�ET ,I: il CURB/GUTTER, �V �, � � � PROTECTED. �
REMO l/E CURB�GUTTER � _- -- � / � �0 T E 1 6
_, i BDOTH, AND BOLLA S � �
� REMOI/E WATER l/,4L l/E (TYP) � _--- I � �� Q i� �\ � � ,' � y�� �' �'
� � � �-�� � �� � �'I �� !� �I�'� �� ,' I 2. ALL CONCRETE TO BE REMOVED SHALL BE SAWCUT ALONG THE NEAREST EXISTING JOINT. �
- _ _ _ ; "� �-�A�E - L_ �~REMO l� �, ' �\\ ° ,' � �
---- �j SITE L�GHT � '�. ������° � � ,
///// � �'� � � 3. CONTRACTOR TO PROPERLY DISPOSE OF HAZARDOUS MATERIALS UNCOVERED DURING �
� - - �'_-__----__� � i �� �/�� � � ' �
I �REMOI/E SITE LIGHT ; ', �� DEMOLITION PROCESS.
REL OCA TE EL ECTRICAL� � - �-_! __ _ _ �REL OCA TE SIGN � ,���� �;j � � �
� CABINET (RE.• ELECTRICAL� ____ � ,, ,
DISPERSE BOULDER W,4LL AND- I REMOI/ AND RELOCATE EXISTING --�� �_ RELOCATE SIGN� � (;� ' � 4. PULVERIZED ASPHALT AND CONCRETE MAY BE USED AS ON-SITE FILL IF APPROVED BY THE
BURY BENEATH FILL MATERIAL GATE AND PERATORS. FIELD l/ERIFY '� �, I A� �% �, '� GEOTECHNICAL ENGINEER. MATERIAL SHALL BE CRUSHED/BROKEN TO A MAXIMUM SIZE OF 8 ', �; ,
WITH OWIVER S REPRESEIVTATII/E. / ��� �� !�� � � ��� � � ,'-� ,� � � INCHES. REFER TO THE PROJECT SPECIFICATIONS. �
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TILITY NOTIFICATION C111 before Du d�
811 - � AY � �A EXISTING ;
CALL 2 BUS NESS D S N AD NCE
BEFORE YOU DIG, GRADE OR EXCAVATE FOR CO N D, N S CX
MARKING OF UNDERGROUND MEMBER UTILIT�ES
MARTIN/MARTIN ASSUMES NO RESPONSIBILITY FOR UTILITY DEMO PLAN
LOCATIONS. THE UTILITIES SHOWN ON THIS DRAWING HAVE BEEN
PLOTTED FROM THE BEST AVAILABLE INFORMATION. IT IS, HOWEVER, ' pRO1[�C'r'No. DATE
THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY THE SIZE,
MATERIAL, HORIZONTAL AND VERTICAL LOCATION OF ALL UTILITIES 2214.01 OCt 28, 2013
PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION.
DRAWN BY CHK BY TRV BY
MARTI N/MARTI N »v LML LML
CONSULTING ENGINEERS SHEETNO.
225 MAIN STREET, UNIT C 101, EDWARDS, COLORADO 81632
MAIN 970.926.6007 MARTINMARTIN.COM SCAI.E: AS SHOWN
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GRADE (TYP) F� �°❑ ❑ ❑ ❑ ❑ ;% F� , � � RADE (TYP) THE GRADING PLANS SHOWN HEREON. THE INCORPORATION AND EXECUTION V � � �
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I �, �o� $ ��o ��, 0 8% ��, �� � / THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY EXISTING GRADE SEAL
� � CONDITIONS AT THE LIMITS OF CONSTRUCTION AND AT LOCATIONS THAT � �REG/
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` �i" � � ' ELEVATIONS AS SHOWN ON THE PLAN. THE ENGINEER WILL NOT BE LIABLE �• �� 20�4 ;
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F F > > � ` FOR ANY COSTS ASSOCIATED WITH CHANGES TO THE DESIGN WITHOUT PROPER • •
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STMH-A1 5' DIA. SLAB-TOP M RIM=8177.21H DRAIN ° `�° � � BOOTH o ' 7647� / /g / � / 7. PROPOSED CONTOURS AND SPOT ELEVATIONS AS SHOWN HEREIN ARE DEFINED
1 � g � ) COL��C I ION BASIN � � ° � ° � (FFE=8177. � � FG � � � � � AS FINISHED ELEVATION AFTER PAVING, LANDSCAPING, ETC. CONTRACTOR SEE MARTIN/MAR�IN GENERA�
�o.oc_ � �W CDOT TYPE 13 VALLEY GRATE ^� - �- � a-
°� J -3' ONCRETE � o RIM-8176.60 0.8� � 0.8� � � � SHALL COORDINATE W�TH GEOTECH FOR PAVEMENT THICKNESS AND LANDSCAPE r��TE 16
,� ,� UTTER RIM=8176.73 �� - _ w GRADE BREAK� � / , _
_ - �
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�' �,�� � � ��� � ��4 / _ _ � 8175 � � �' �so' o•o% �.2� / % PERMANENT SLOPES SHALL NOT EXCEED 3:1 (H:V) IN AREAS TO BE SEEDED
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�� - - � - � �� �� �� � �� � � VALVE BOXES ETC. TO MATCH FINAL GRADE. �
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1 . DESIGN OF ELECTR�C AND FIBER OPTIC SERVICES ARE BY ELECTRICAL ENGINEER AND SHOWN FOR COORDINATION PURPOSES ONLY. (RE: ELECTRICAL PLANS FOR DESIGN V O
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7' D�A. PRECAST 8182 ` �._ E:2751976.58f DOWNSPOUT � � % SEE NOTE ���I /; WITH THE REQUIREMENT OF THE APPLICABLE STANDARDS HEREIN SPECIFIED. A COPY OF THE CERTIFICATION WILL BE SENT TO THE APPROPRIATE LOCAL JURISDICTION UPON
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ARE APPROXIMATE AND COULD VARY DUE TO VERTICAL ALIGNMENT AND FITTING DIMENSIONS.
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PARKING � CON ECT TO -PI�OPOSED IRRIGATION ��- - � � �� �� � �� ��������' � � � `� o �
� STRUCTURE � � SYS EM F� IRRIGATION PLANS � , � ��� - � 1 . F R AL PIP IN TA T� N TH PTH F V R V R TH PIP M A R FR M FFi IA TR T RA T TH TOP F TH PIP HA A MINIM M F 7 F T 'c o 0
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- �'(CDOT TYPE 13 VALLEY) _ 8�) ////�' 13. FIRE HYDRANTS SHALL CONFORM TO ERWSD MATERIALS AND SPECIFICATIONS. FIRE HYDRANT ASSEMBLIES SHALL INCLUDE ALL P�PE, FIITINGS, VALVES, THRUST BLOCKS, V � � I
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BE COORDINATED WITH OWNER S i CU W ER � � '� � /// / / �/� `, a?S a?S
REPRESENTATIVE IN THE FIELD) � / SERVI E LINE Q/'�' \� \ ATTENDANT/ \`� `, � � � /�/ /�/��/ ` � � 16. BEFORE ANY TAPS ARE MADE FROM MAINS, APPLICATION[S] FOR THE TAPS MUST BE RECEIVED AND APPROVED BY THE ERWSD. � �j =
� �'� CLEANOUT W/ BOOTH �, � /j�/ l J I \ � 17. THE WATER QUALITY CONTROL DIVISION OF THE COLORADO DEPARTMENT OF PUBLIC HEALTH AND ENVIRONMENT [CDPHE] REQUIRES ALL WATER LINE CONTRACTORS TO � � � �
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\ - ' � 8"X8" WYE & � ` '/ �� � / POSSESS A CURRENT DISCHARGE PERMiT FOR DISCHARGES OF CHLORINATED AND PROCESS WATERS ASSOCIATED WITH THE INSTALLATION OF NEW MAINS OR CONDUITS. V � N �
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- - COLLECTION BASIN 4 PVC \ � �/ , ; ; 'I � f �� 18. CONTRACTOR TO COORDINATE HORIZONTAL AND VERTICAL LOCATIONS OF UTILITY SERVICE CONNECTIONS TO BUILDING WITH MECHANICAL/PLUMBING PLANS PRIOR TO
W� CDOT TYPE 13 VALLEY GRATE -� � � '� ' �� � _ _
��;!� �:r. � � 8" PVC �- �- � � � � - '�/ '�';� `��;'��1������ � ��� CONSTRUCTION. NOTIFY ENGINEER OF ANY DISCREPANCIES. � sEA�
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-� � 12" RCP STORM A /i//, �� � _ � � � � � i� 21 . ELECTRICAL CONDUITS SHOWN FOR COORDINATION PURPOSES. FOR SIZES, CONNECTIONS AND OTHER COMPONENTS, RE: ELECTRICAL. :� �:�
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� � � \� SYSTEM. NO DOMESTIC OUTSIDE 8 ! � I � I I � � �c � � � ALL REGISTERED UTILITY LOCATIONS MARKED. OTHER UNREGISTERED UTILITY ENTITIES ARE TO BE LOCATED BY CONTACTING THE RESPECTIVE REPRESENTATIVE. UTILITY _
� " - � _ MARK WITH AT-GRADE MA KER ! ' � I ) � � ` � SERVICE LATERALS ARE ALSO TO BE LOCATED PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL FIELD VERIFY SIZE AND HORIZONTAL AND VERTICAL LOCATIONS OF
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1 . REFER TO EAGLE RIVER WATER AND SANITATION DISTRICT
"SERVICE LINE METER VAULT (1 -1/2" AND LARGER)" DETAIL � �
3/4" CLEAR WATER B-02. �
TO BUiLDING 20 10 0 20 40
2. WATER SYSTEM COMPONENTS WITHIN METER STRUCTURE SHALL SCALE: 1 "=20'
BE CONSTRUCTED PER THE SCHEMATIC DRAWING ON THIS a�� DIMENSIONS sHOwN ARE u.s. suRVEY FEET �'', �SSUEDFOR:
SHEET, AS OPPOSED TO THAT SHOWN ON THE STANDARD
D ETAI L. P No. DATE COMMeNT
� 1 10-28-13 TOV PEC & DRB I
3. MANHOLE SHALL BE 7 FEET IN DIAMETER. , 2 11-25-13 PEC MEETING I
0 3 12-02-13 50%CD I
METER BYPASS 3/4" BALL VALVE 4. NO CONNECTIONS OF ANY TYPE, PIPE BENDS, OR CHANGES � 4 12-30-13 50%CD I
2" CLEAR WATER SERVICE IN PIPE SIZE ARE PERMITTED WITHIN 2 FEET OF EITHER SIDE 5 02-12-14 BID/PERMIT �
2" BALL VALVE » >, OF THE METER VAULT. 6 02-20-14 ADDENDUM NO. 1 �
2 X 3/4 REDUCER �C owwhat�s below.
5. 2-INCH METER SHALL BE SENSUS MODEL OMNI T2. EXISTING 7 03-03-14 ADDENDUM NO. 2 I
-'� 2" X 2" TEE 2" I R R I G A T I O N L I N E METER SHALL BE REUSED IF PERMITTED BY THE DISTRICT. TILITY NOTIFICATION C a l l b e f o r e O U I I I 8 03-28-14 IFC _
M '
6. 24-INCH CAST IRON MANHOLE LID SHALL HAVE ADJUSTMENT UTI LITY PLAN
RINGS 2 INCHES, 3 INCHES, 4 INCHES OR 6 INCHES IN CAL� 2-BUSINESS DAYS IN ADVANCE
PRESSURE REDUCING VALVE 2" X 2" TEE HEIGHT AND SHALL BE INSERTED BETWEEN THE TOP TWO BEFORE YOU DIG, GRADE OR EXCAVATE FOR
2" WATER METER WITH
2" BAL� VALVE 2�� X 1/2" REDUCER RINGS. MARKING OF UNDERGROUND MEMBER UTILIT�ES
REMOTE READOUT 7. DISTANCE BETWEEN RUNGS, CLEATS AND STEPS SHALL NOT MARTIN/MARTIN ASSUMES NO RESPONSIBILITY FOR UTILITY
REDUCED PRESSURE TYPE BACKFLOW 1/2" BALL VALVE EXCEED 12 INCHES AND SHALL BE UNIFORM THROUGHOUT LOCATIONS. THE UTILITIES SHOWN ON THIS DRAWING HAVE BEEN
PREVENTER. CERTIFIED TESTER TO TEST. THE LENGTH OF THE LADDER. PLOTTED FROM THE BEST AVAILABLE INFORMATION. IT IS, HOWEVER,
THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY THE SIZE,
8. CENTER METER AND DOUBLE-CHECK SYSTEM WITHIN MANHOLE MATERIAL, HORIZONTAL AND VERTICAL LOCATION OF ALL UTILITIES PRO1[�C'r'No. DATE
AIR COMPRESSOR STRUCTURE. PROVIDE 3 INCHES (MIN.) SPACE FROM VAULT PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION. 2214.01 OCt 28, 2013
QUICK COUPLER WALLS TO FITrINGS. DRAwNBY CHKBY TRVBY
9. IRRIGATION SYSTEM LINES DOWNSTREAM OF METER VAULT MARTI N/MARTI N »v LML LML
WATER SYSTEM SCHEMATIC WITHIN NEW PRECAST VAULT STRUCTURE SHALL BE CONSTRUCTED W�TH CONTINUOUS GRADIENT SUCH
THAT THE LINES WILL DRAIN BACK INTO THE VAULT WHEN THE C O N S U LT I N G E N G I N E E R S SHEETNo.
DRAIN VALVE IS OPENED.
N.T.S. 225 MAIN STREET, UNIT C 101, EDWARDS, COLORADO 81632
MAIN 970.926.6007 MARTINMARTIN.COM SCAI.E: AS SHOWN
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STORM SEWER NOTES: 11 . CONTRACTOR SHALL IMMEDIATELY REMOVE DEBRIS DEPOSITED INTO PUBLIC MANHOLES AND OTHER PUBLIC UTILITY LOCATION NOTES: No. DATE COMMeNT
STRUCTURES TO ELIMINATE THE POSSIBILITY OF PROPERTY DAMAGE DUE TO THE DEBRIS CAUSING BACKUP 1 10-28-13 TOV PEC & DRB I
INTO PRIVATE PROPERTIES. IF IT IS DETERMINED THAT DEBRIS CAUSED A BACKUP, THE CONTRACTOR SHALL
1 . ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE TOWN OF VAIL ENGINEERING gE HELD RESPONSIBLE FOR DAMAGES. 1 . THE CONTRACTOR SHALL CONTACT THE UTILITY NOTIFICATION CENTER OF COLORADO [UNCC] AT , ' 2 11-25-13 PEC MEETING I
STANDARDS, MATERIAL SPECIFICATIONS, AND DRAWINGS (LATEST REVISION). ALL STORM SEWER 1 -800-922-1087, AT LEAST 48 HOURS PRIOR TO CONSTRUCTION TO HAVE ALL REGISTERED UTILITY I 3 12-02-13 50%CD I
CONSTRUCTION SHALL BE APPROVED AND INSPECTED BY THE TOWN OF VAIL. 12. NO TREES SHALL BE PLANTED WITHIN ANY SEWER EASEMENT OR WITHIN TEN [10] FEET OF ANY PUBLIC LOCATiONS MARKED. OTHER UNREGISTERED UTILITY ENTITIES ARE TO BE LOCATED BY CONTACTING THE � 0 4 12-30-13 50%CD I
RESPECTIVE REPRESENTATIVE. UTILITY SERVICE LATERALS ARE ALSO TO BE LOCATED PRIOR TO
MANHOLES, PIPES OR INLETS. 5 02-12-14 BID/PERMIT �
2. CONTRACTOR SHALL VERIFY HORIZONTAL AND VERTICAL LOCATIONS OF EXISTING STORM SEWER POINTS OF CONSTRUCTION. THE CONTRACTOR SHALL FIELD VERIFY SIZE, AND HORIZONTAL AND VERTICAL LOCATIONS 6 02-20-14 ADDENDUM NO. 1 �
4 CONNECTION PRIOR TO CONSTRUCTION OF ANY PROPOSED STORM SEWER. 13. RIM ELEVATIONS SHOWN ARE APPROXIMATE ONLY AND ARE NOT TO BE TAKEN AS FINAL ELEVATIONS. OF EXISTING FACILITIES PRIOR TO CONSTRUCTION AND NOTIFY THE ENGINEER AND [LOCAL JURISDICTION] 7 03-03-14 ADDENDUM NO. 2 I
CONTRACTOR SHALL USE PRECAST CONCRETE ADJUSTMENT RINGS TO ADJUST THE MANHOLE FRAME TO THE OF ANY DISCREPANCIES. �
3. ALL STORM SEWER LINES SHALL BE CLASS Ill RCP AND PVC, AS INDICATED. �C owwhats beIOW. ' 8 03-28-14 IFC _
REQUIRED FINAL GRADE, SUCH THAT THERE IS NO MORE THAN EIGHTEEN [18] INCHES FROM FINISHED 2. MARTIN/MARTIN ASSUMES NO RESPONSIBILITY FOR UTILITY LOCATIONS. THE UTILITIES SHOWN ON THESE TILITY NOTIFICATION
4. ALL STORM SEWER PIPE JOINTS SHALL BE INSTALLED WITH AN APPROVED RUBBER GASKET 0-RING OR GRADE TO THE TOP OF THE CONE SECTION. THE RIM SHALL BE LEFT 1/8-INCH TO 1/4-INCH BELOW PLANS HAVE BEEN PLOTIED FROM THE BEST AVAILABLE INFORMATION. IT IS HOWEVER, THE CONTRACTOR'S Call before 011 dl
PROFILE TYPE GASKET PER THE PIPE MANUFACTURER'S RECOMMENDATIONS. FINISHED ASPHALT. RESPONSIBILITY TO FIELD VERIFY THE LOCATION, HORIZONTAL AND VERTICAL OF ALL UTILITIES PRIOR TO STORM PLAN
5. DISTANCES FOR STORM SEWER PIPE ARE THE HORIZONTAL DISTANCES FROM CENTER OF MANHOLE TO 14. MANHOLE COVERS SHALL BE ALIGNED TO PROVIDE A MINIMUM OF THREE 3] FEET CLEARANCE BETWEEN THE COMMENCEMENT OF ANY CONSTRUCTION AND NOTIFY THE ENGINEER AND [LOCAL JURISDICTION] OF CALL 811 2-BUSINESS DAYS IN ADVANCE
� ANY DISCREPANCIES. BEFORE YOU DIG, GRADE OR EXCAVATE FOR & P RO F I L E
CENTER OF MANHOLE. THEREFORE, DISTANCES SHOWN ON PLANS ARE APPROXIMATE AND COULD VARY DUE THE MANHOLE RING AND THE LIP OF GUTTER. MARKING OF UNDERGROUND MEMBER UTILITIES
TO VERTICAL ALIGNMENT AND MANHOLE WIDTHS.
15. SLOPE OF INLET FLOW LINE OR GRATE TO MATCH STREET GRADE UNLESS INLET IS AT A SUMP LOCATION. MARTIN/MARTIN ASSUMES NO RESPONSIBILITY FOR UTILITY
6. MANHOLES, BARRELS AND CONES SHALL BE CONSTRUCTED OF PRECAST CONCRETE. CAST-IN-PLACE LOCATIONS. THE UTILITIES SHOWN ON THIS DRAWING HAVE BEEN
MANHOLES SHALL NOT BE ALLOWED. 16. CONTRACTOR TO COORDINATE HORIZONTAL AND VERTICAL LOCATIONS OF ROOF DRAIN SERVICES AND PLOTTED FROM THE BEST AVAILABLE INFORMATION. IT IS, HOWEVER, '
DOWNSPOUTS WITH PLUMBING AND ARCHITECTURAL PLANS PRIOR TO CONSTRUCTION. NOTIFY ENGINEER OF THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY THE SIZE, PROJECTNo. DATE
7. PRECAST MANHOLES AND RISERS SHALL BE MANUFACTURED IN CONFORMITY WITH ASTM DESIGNATION ANY DISCREPANCIES. MATERIAL, HORIZONTAL AND VERTICAL LOCATION OF ALL UTILITIES 2214.01 OCt 28, 2013
C-478. ALL CONES SHALL BE CONCENTRIC. PR�OR TO THE COMMENCEMENT OF ANY CONSTRUCTION. DRAwNBY CHKBY TRVBY
17. ALL PROPOSED INLETS SHALL BE CONSTRUCTED SUCH THAT THERE IS AN 18-INCH SUMP BELOW THE
8. ALL STORM SEWERS SHALL HAVE CLASS "B" BEDDING UNLESS OTHERWISE SHOWN. BEDDING MATERIAL LOWEST PIPE �NVER-r. MARTI N/MARTI N »v LML LML
SHALL CONFORM TO ASTM C-33 OR D-448, GRADATION N0. 67.
CONSULTING ENGINEERS SHEETNO.
9. THE FLEXIBLE PLASTIC JOINT SEALING COMPOUND SHALL BE "RAMNEK," RUBBERNECK OR APPROVED
EQUAL. 225 MAIN STREET, UNIT C 101, EDWARDS, COLORADO 81632 '
MAIN 970.926.6007 MARTINMARTIN.COM SCAI.E: AS SHOWN
10. THE CONNECTION OF A NEW STORM SEWER TO AN EXISTING MANHOLE/INLET MAY REQUIRE CHANGES IN 10 5 0 10 20
ELEVATIONS OR MODIFICATION TO EXISTING STRUCTURES. USE OF A PRE-CAST CONCRETE STRUCTURE OR SCALE: 1 "=10'
MANHOLE/INLET RECONSTRUCTION IS AT THE DISCRETION OF THE TOWN OF VAIL. a�� DIMENSIONS sHOwN ARE U.S. SURVEY FEET
SITE HORIZONTAL CONTROL, PAVING, SIGNAGE, � �
Vo
AND STRIPING NOTES: Z W
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1. ACCESSIBLE ROUTE FROM PARKING STRUCTURE UPPER DECK Z
ALONG SOUTHERNMOST EGRESS LANE INTO COUNT STATION AND vj � o
CENTER ATTENDANT BOOTH. W V W �
CC
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2. ALL RADII FOR SIDEWALKS SHALL BE A MINIMUM OF [5] FEET. Q Z � M a,
W � A
3. ALL DIMENSIONS, CURVE DATA AND LINE DATA ARE AT FLOWLINE U � � .� �
OR EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. � O W V � '''
�
) 4. ALL PAVEMENT MARKING SHALL BE PAVEMENT MARKING PAINT. � � Q �j " �
__--
__-��------ � � W ,o
\ _= _� -' ____ �EXTEND LINE 8' ALL PARKiNG STALLS SHALL BE FOUR INCHES (4") WIDE WHITE �- � a+ ¢ � � �
ASPHALT PATCHBACK TO -// � �,� 47 � , � BEYOND STOP BAR PAVEMENT MARKING PAINT. PAVEMENT MARKINGS SHALL BE IN � W Q � � Z (� V �j
;
CONSTRUCT CURB/GUTTER ' ` , ACCORDANCE WITH SECTION 627-PAVEMENT MARKINGS, OF THE �- �V a "� � Q � � .�
/ "LEFT TURN" „ STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE � _ � W m c� 2 � l- � ,
ARROW TYP
�i 24 WHITE STOP CONSTRUCTION COLORADO DEPARTMENT OF TRANSPORTATION, V V
��, c BAR EVEN WITH LATEST EDITION. � ao � m w m
� � FLUSH CURB ALONG � ) ' Z cVC Z � � o "� a�i � a`�i
� L8 WIDTH OF RAMP / � Q � � � v
CURB/GUTTER
C1 = -=" � TO WEST 5. FLOWLINE RADIUS IS [3] FEET UNLESS OTHERWISE NOTED.
� J � 6LF ACCESSIBLE RAMP oN "RIGHT TURN"
_ ^ � Lr
WITH TRUNCATED DOMES D �
� NL 6. CONTRACTOR TO SUBMIT JOINT PATTERN FOR CONCRETE
V
� ARROW (TYP)
/ 5.0'-J�6/ L5, � TAPER TO ZERO CURB PAVEMENT, PRIOR TO CONSTRUCTION, FOR APPROVAL. SEE N
� LIMIT OF ROOF CANOPY (TYP) W
� LF FLARE TO TRANSITION FROMJ ALONG LENGTH OF RAMP � SIGN COTO BE JOINT DETAILS IN PLANS. o � �
5.00 3LF LANDING AT TOP OF RAMP GRID A4 INTERSECTION �� � �6 , MOUNTED TO M °O o
FLUSH CURB TO 6" CURB ' 2 LIGHT POLE 7. THESE PLANS ARE BASED UPON THE ARCHITECTURAL BUILDING � �
N:1661727.16 = � '
CDOT TYPE IB
� E:2752042.95 /G�/ / PLANS PREPARED BY ZEHREN AND ASSOCIATES, DATED JANUARY N � �
c � n � �� ��� ,a G�o , 22, 2014 AS PROVIDED DIGITALLY. ANY SUBSEQUENT REVISIONS . � ,..,
� L76 � CURB�GUTTER �� �
;� �
---- - I o � N / 8" WHITE TO BUILDING PLANS ARE NOT REFLECTED IN THIS PLAN SET. > �j o
° DRY-STACK WALL L9 � - � CONTRACTOR TO VERIFY AND COORDINATE DOOR LOCATIONS WITH m �°1
"" C5 � . . � CHANNELIZING �e = v
�i" I o � BEHIND BACK OF CURB i � � i ARCHITECTURAL PLANS PRIOR TO CONSTRUCTION AND NOTIFY o
I� � L72 , t � � BEGIN TRIPING A � LINE ENGINEER OF ANY DISCREPANCY. � Q �
� � R E. D E T A I L S H E E T C 1 0 �
2.5' C� ° ° ° ° o ° � � ) �L I M I T 0 C E N T E R 1 2 , D�` U � i
� i i •0 �/ � �
�� � o L 7 4 CONCRETE I I " RB j� ;��; ?�X< ` M E D I A N (T Y P) � �2 �, 8. REFER TO ELECTRICAL PLANS FOR SITE LIGHTING POLE i, °� ^ `�
� I . , / > � N
; � TRANSITION TO 6" �� '� ' � � � � LOCATIONS. COORDINATE ANY DISCREPANCIES WITH ENGINEER � � �
; � � L68 > ,�� � ' �, � PRIOR TO INSTALLATION OF POLE BASES. °° o �
� �N ''� __ C U R B I N 3 TO EAST � . , � �
- 2.5 � �------- --------------- ' ' � �
�� � L70 � N:1 661686.00 - �. ;-- N ------ ---- �,- <� W °o O c c
0 �� 9. NOT USED. �
� � i o � E:2751999.33 ,� ; � �. � �// `4" DOUBLE-YELLOW � � � � � �
4 WHITE � � i � � � L66 �_ � , // SOLID � 10. PAINTED SKIP-DASHES TO BE 1 F-f IN LENGTH, SPACED AT 3�f � � �
LANE LINE o o � �� � � ,�
_ ,.,� '� � � �'� �� , r� � /� ON CENTER.
U '�� o a a__ e ! U � � � C � �C
� TRANSITION TO 6" L64 TRANSITION TO 6" o J � 11 . ALL CONCRETE PAVING SHALL BE POURED MONOLITHICALLY WITH I � � � �
"THRU" DIRECTIONAL � -- URB IN 3' TO WEST N CURB IN 3' TO EAST ` ° L63 / 5.2' � � BEGIN 4" ADJACENT CURBS FOR RAISED MEDIANS. UNDER NO V � cn �
ARROW (TYP) N:1661686.00 N:1661680.33 � � CIRCUMSTANCES SHOULD A JOINT EXIST WITH�N 1 FT OF A FACE
co DOUBLE-YELLOW
Q . . �';'�� L62 � � SKIP-DASH AT LIMIT OF OF CURB.
NORTH EGRESS LANE
TERMINATE STRIPING , TRANSITION TO 6" � WITH 6" CURB ° ; ATTE DA T 12. ALL RAISED MEDIANS, CURBS AND GUTTERS SHALL BE -
AT LIMIT OF PARKING i ° � BOOT � 4" DOUBLE-YELLOW sEA�
C U R B I N 3' T O W E S T � 4" WHITE LANE LINE L58 S K I P-D AS H UNDERLAIN BY AT LEAST 6" OF CLASS 6 ROAD BASE. p RE�
STRUCTURE (TYP) i N:1661680.33 CONCRETE MEDIAN ��; � r � � OVEREXCAVATiON REQUIREMENTS FOR PAVING ALSO APPLY TO ....� �.�
E:2751941 .08 WITH 6" CURB ���` � � ' � RAISED MEDIANS, CURBS AND GUTTERS. ; •,��
� C20 L56 L60 6" CURB �/
o �� � /�
I - �
N 4 Y W
13. PRELIMINARY STRIPING LAYOUT SHALL BE APPROVED BY THE
� � TERMINATE GUTTER o �.ALONG RAM'P
E D DOUBLE ELLO
, �. ii, 2oi4 ;
I
_ ,`
C21 DASH AT LIMIT OF ,� OWNER S REPRESENTATIVE PRIOR TO INSTALLATION. • •�
� . .
' � ; --- - � - �RMI�TE SOUTH EGRESS LANE �� � '•. .��
2,p' co 14. ALL SIGNS TO BE MOUNTED ON 4"X4" DECORATIVE WOOD SIGN �'j""'��
1�� 3' CONCRETE �� 8 TRANSITION FROM 3' � �� GATE L42 J � GUTTER AT F �
'�' GUTTER GUTTER TO 4' GUTTER � TRANS�TION TO , �� 5.0' � PCR OF C RVE �,�` SIGN �A MOUNTED TO NORTH SIDE OF POSTS STANDARD WITHIN THE TOWN OF VAIL. POST SHALL BE Q'VAL
� � FIRMLY EMBEDDED 3FT INTO SUBGRADE AND COMPACTED TO SEE MAR I�I� VIAI�°��N GENERA�
J
> i ERO CURB OVER �, 4.0 LIGHT POLE FOR INCOMING TRAFFIC �
3 CONCRETE GUTTER FORMED TO ���' LENGTH OF RAMP � � '���L52 ��'n � 1 , �2 , 4" DOUBLE-YELLOW � � 98% STANDARD PROCTOR DENSITY. !�OTE �16
MOUTH OF 12 FLARED END SECTI _ L16 �� � �� 4•� � '� SOLID IGN �B MOUNTED TO SOUTH SID�E OF
- � RID D1 INTERSECTION �,�, 4.0' ;���`L IGHT POLE FOR EXITING TRAFFIe �
/ cv N:1661623.58 2,3 � - "
� -' E:2752004.78 �48 �0.8' END 4" �
� ��� � COUNT STATION AND BOILER DOUBLE-YELLOW � �
Q C FOR SNOWMELT SYSTEM AT PCR OF CURVE �
__ �� CDOT TYPE IB \� i
CURB/GUTTER
_ � �� i �
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L1 � L12 �
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' CONCRETE STAIRS WITH � � �
STEEL HANDRAIL (RE: � � �
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;� :,;>,�.� � � __ ALL DIMENSIONS SHOWN ARE U.S. SURVEY FEET �'',� ISSUEDFOR:
,--;;----�..----�---
No. DATE COMMENT
1 10-28-13 TOV PEC & DRB I
SIGN LEGEND: PAVING LEGEND: � 2 11-25-13 PECMEETING �
, a 3 12-02-13 50%CD I
OO OO OO 6" SNOWMELTED PORTLAND CEMENT CONCRETE 4 12-30-13 50%CD I
EXISTING "OVERSIZE PAVING ON 12" CLASS 6 ROAD BASE ON 3' 5 02-12-14 BID/PERMIT �
VEHICLE PARKING" ����p OVEREXCAVATED, MOISTURE-CONDITIONED, AND 6 02-20-14 ADDENDUM NO. 1 �
SIGN TO BE O p RECOMPACTED SUBGRADE. (FOR SNOWMELT �iC � 7 03-03-14 ADDENDUM NO. 2 I
RELOCATED SYSTEM DETAILS, RE: ARCH AND MECHANICAL) 1 1 owwhats belOw. 8 03-28-14 �Fc
TILITY NOTIFICATION Call before �u d� -
-�
6" HOT-MIX ASPHALT PAVING ON 12" CLASS 6 QI
ROAD BASE ON 3' OVEREXCAVATED, CALL C� '� � 2-BUSINESS DAYS IN ADVANCE HORIZONTAL
R1 -2 R1-1
36 30 X 30 MOISTURE-CONDITIONED, AND RECOMPACTED BEFORE YOU DiG, GRADE OR EXCAVATE FOR
SUBGRADE
MARKING OF UNDERGROUND MEMBER UTILITIES CONTROL &
a 5" PORTLAND CEMENT CONCRETE SIDEWALK ON MARTIN/MARTIN ASSUMES NO RESPONSIBILITY FOR UTILITY PAVI NG PLAN
° 6" CLASS 6 ROAD BASE ON 1 ' LOCATIONS. THE UTILITIES SHOWN ON THIS DRAWING HAVE BEEN
a s ^ OVEREXCAVATED, MOISTURE-CONDITIONED, AND PLOTTED FROM THE BEST AVAILABLE INFORMATiON. IT IS, HOWEVER,
RECOMPACTED SUBGRADE THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY THE SIZE, pRO1[�C'r'No. DATE
MATERIAL, HORIZONTAL AND VERTICAL LOCATION OF ALL UTILITIES
PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION. 2214.01 OCt 28, 2013
DRAWN BY CHK BY TRV BY
MARTI N/MARTI N »v LML LML
CONSULTING ENGINEERS SHEETNO.
225 MAIN STREET, UNIT C 101, EDWARDS, COLORADO 81632 '
MAIN 970.926.6007 MARTINMARTIN.COM SCAI.E: AS SHOWN
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LINE TABLE LINE TABLE CURVE TABLE � ~ � a � � a .� � .�
m c, _ -vI- -v ,
, Z c��C Z � � c W a��i W a��i
NUMBER DIRECTION LENGTH S T A R T S T A R T NUMBER DIRECTION LENGTH S T A R T S T A R T N U M B E R D E L T A A N G L E R A D I U S A R C L E N G T H C H O R D D I R E C T I O N C H O R D L E N G T H S T A R T N O R T H�N G S T A R T E A S T I N G Q Q g � � � � m w m
NORTHING EASTING NORTHING EASTING
C1 27°33'49" 55.50' 26.70' S65°33'40"E 26.44' 1661759.77 2751898.70 �
L1 S38°13'15"W 5.00' N:1661763.70 E:2751901 .80 L66 N90°00'00"E 145.15' N:1661686.66 E:2751920.83
C2 27°33'49" 50.00' 24.05' S65°33'40"E 23.82' 1661764.09 2751902.10
L2 S01°05'31 "W 10.00' N:1661615.63 E:2751937.68 L68 S90°00'00"W 19.25' N:1661 699.16 E:2751937.83 �
C3 33°56'16" 50.00' 29.62' S61°33'09"W 29.19' 1661736.57 2752102.20 1 1 1 M � o
L3 N10°39'26"E 5.00' N:1661748.83 E:2751922.78 L70 N90°00'00"E 19.25' N:1661696.66 E:2751918.58 ���■■� «� � p
C4 53°09'27" 60.00' S5.67' N26°34'44"E 53.69' 1661592.81 2752065.18 � o �
L4 S00°00'00"E 8.52' N:1661753.04 E:2751947.20 L72 N90°00'00"E 28.88' N:1661712.66 E:2751918.58 � � �
C5 12°33'S6" 180.00' 39.48' S81°30'45"W 39.40' 1661722.66 2751917.33 � �: o a'
L5 N89°52'50"W 9.09' N:1661744.53 E:2751947.20 L74 N90°00'00"W 28.88' N:1661710.16 E:2751947.46 I "� V o
C6 23°23'10" 52.00' 21 .22' N55°00'42"E 21 .08' 1661723.07 2752089.20 m ,v+
L6 N54°36'39"W 6.15' N:1661744.55 E:2751938.11 L76 N89°59'58"E 24.63' N:1661723.66 E:2751948.71 �e p
C20 90°00'00" 2.50' 3.93' N45°00'00"E 3.54' 1661 634.66 2751998.77 = �i Q �
L7 N00°59'57"E 5.00' N:1661748.11 E:2751933.10 L77 N00°00'00"E 6.00' N:1661723.66 E:2751973.33 U � i
C21 90°00'00" 2.50' 3.93' S45°00'02"E 3.54' 1661637.16 2752039.19 � � �
L8 S89°44'45"E 14.01 ' N:1661753.61 E:2751933.19 � � o�+ o
C22 89°56'46" 15.01 ' 23.56' S45°00'00"W 21 .21 ' 1661626.37 2752041 .69 m x a'
L9 S89°59'58"W 159.20' N:1661722.66 E:2752076.53 � o �
C23 89°56'46" 15.01 ' 23.56' N45°00'00"W 21 .21 ' 1661 61 1 .37 2752013.77 °� ^ � _
L10 S47°20'24"E 27.47' N:1661605.63 E:2751937.49 N � Q � � J �
C24 180°00 00 3.63 1 1 .39 N00°00 00 W 7.25 1661647.16 2752008.70 � � �
L1 1 S80°13'48"E 42.82' N:1661587.01 E:2751957.70 � � �
C25 180°00'00" 3.63' 11 .39' S00°00'00"E 7.25' 1661654.41 2752040.69
L12 N89°47'52"E 65.28' N:1661579.75 E:2751999.90 � :� � :C
C26 180°00'00" 2.62' 8.25' S00°00'00"W 5.25' 1661669.66 2752041 .69 � c� � �
L13 N00°00'00"E 12.83' N:1661579.98 E:2752065.18 V � cn �
C28 179°56'23" 2.62' 8.24' N00°01 '47"E 5.25' 1661664.41 2752007.70
L15 N00°00'00"E 82.25' N:1661640.82 E:2752089.20
C30 180°00'00" 3.50' 11 .00' N00°00'00"E 7.00' 1661679.66 2751920.83
L17 N45°25'23"W 2.33' N:1661735.16 E:2752106.47 -
C31 180°00'00" 3.50' 11 .00' S00°00'00"E 7.00' 1661686.66 2752065.98 sEA�
L42 N00°00'00"E 8.29' N:1661626.37 E:2751998.77 p REG�
C32 180°00'00" 1 .25' 3.93' S00°00'00"W 2.50' 1661699.16 2751918.58 "'••. �'F
L44 N90°00'00"E 37.92' N:1661637.16 E:2752001 .27 : �•��
C33 180°00'00" 1 .25' 3.93' N00°00'00"E 2.50' 1661696.66 2751937.83 � ��
L46 S00°00'00"E 8.29' N:1661634.66 E:2752041 .69 �. i, 2oi4 •
C34 180°00'00" 1 .25' 3.93' S00°00'00"W 2.50' 1661712.66 2751947.46 �
. .�
L48 N90°00'00"W 12.92' N:166161 1 .37 E:2752026.69 �•.,�������,:��
C35 180°00 00 1 .25 3.93 N00°00 00 E 2.50 1 661710.16 2751918.58 ���NAL �
L51 S00°00'00"E 5.00' N:1661623.00 E:2752032.18
SEE MAR��I\/VIAR�i�IN GENERAL
L52 N90°00'00"W 22.63' N:1661618.00 E:2752032.18 !�OTE �16
L53 N00°00'00"E 19.17' N:1661618.00 E:2752009.56 �
L55 S00°00'00"E 6.75' N:1661653.91 E:2752024.37 �
L56 S90°00'00"W 15.67' N:1661647.16 E:2752024.37
L58 S89°59'59"E 31 .98' N:1661654.41 E:2752008.70
L60 N89°59'59"W 11 .32' N:1661647.16 E:2752040.69 �' ''
�
L61 N00°00'00"W 6.75' N:1661647.16 E:2752029.37 ,4
�
L62 S90°00'00"W 33.99' N:1661664.41 E:2752041 .69 0
� � �
L63 N90°00'00"E 33.98' N:1661669.66 E:2752007.70 �
�
L64 N90°00'00"W 145.15' N:1661679.66 E:2752065.98 � O �
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ISSUED FOR:
No. DATE COMMENT
1 10-28-13 TOV PEC & DRB
2 11-25-13 PEC MEETING I
3 12-02-13 50%CD I
4 12-30-13 50%CD I
5 02-12-14 BID/PERMIT I
6 02-20-14 ADDENDUM NO. 1 I
7 03-03-14 ADDENDUM NO. 2 I
8 03-28-14 IFC
,
LINE &
CURVE
' TABLES
PROJEGT No. DATE
2214.01 Oct 28, 2013
DRAWN BY CHK BY TRV BY
MARTI N/MARTI N »v LML LML
CONSULTING ENGINEERS SHEETNO.
225 MAIN STREET, UNIT C 101, EDWARDS, COLORADO 81632 '
MAIN 970.926.6007 MARTINMARTIN.COM SCAI.E: AS SHOWN
� \ I
CDOT M �cS STANDARDS �
---� � INTERST,�,TC 70 CURB TO BE POURED MONOLITHIC WITH VAR. (RE: SHEET C8) CURB TO BE POURED ' �
P LAN N 0. TITLE S H EET R EF. - �_-_ S�E/TH FRO�VT/GE� CONCRETE PAVING IN DRIVE LANES. 5" CDOT TYPE P MONOLITHIC WITH PAVING IN ' V O
----��---__T�_--_--_T� _ TA RO,�D I�VEST SNOWMELT TO EXTEND TO FACE OF CURB. DRIVE LANES. SNOWMELT TO �
- �`� CONCRETE Z W
�=----T�--____T�___ � „VAR. VAR.,� EXTEND TO FACE OF CURB. — I-
M-206-1 EXCAVATION AND BACKFILL FOR STRUCTURES °---- -- -T� ----T�---T�-_____T�--�_�_� � �
Z
M-208-1 TEMPORARY EROSION CONTROL ALL
j — — — — — _— _ ��-rv----rv-- _ ^ ' N
A°-°=_�_ — — — --T�- ---T�----T�-- o ° o .
/ -_____ � � Cn o
M-412-1 CONCRETE PAVEMENT JOINTS 5 -�- e - --- -- �a
; — —�. � � � , � c 0 O � W Z � �
M-604-13 CONCRETE INLET TYPE 13 1 ,� � � � Z � o �
--�____ ` - \ 1 .00 � 1 .00 W � �
M-604-20 MANHOLES ALL \'�� _r------T-_____T------T__ �-.____ _ -- - - - - - _ _ - / a � QZ � �
M-609-1 CURB, GUTTERS, AND SIDEWALKS 1 �;,_T ---T--____T__ i U a ~ '� aovo
y � - �� _ -r______r_ ,i 6„ �MIN.) CDOT � � V o �
THE CURRENT VERSION OF THE REFERENCED COLORADO DEPARTMENT OF -� �?_s�! - ATCH EXISTING GRADES -T---- CLASS 6 BASE (� � Q U � J
_T____
--T---
--T----
TRANSPORTATION (CDOT) M&S STANDARD AT THE TIME OF CONTRACT AWARD FOR -�____ COURSE , (n � o Q � N
__T---
THE REFERENCED STANDARD SHALL BE APPLIED TO THIS PROJECT AS APPLICABLE. - � _ � - --T- � Q � � i� V � Q �
��.�o-- WQ � � � ZV UV
F� -�, -�
- MATCH EXISTING GRADES - _ Q = � a � � a � � �
��-__ S�.sof Z V � W � �+ 2 � � �
---w-___ —F----E- » CC Z � C O W � J �
�---w- X� X -F--- �
--_�,_� E__ RAISED MEDIANS WITH 6 CURB Q Q g � � v
__ ____ _ �� �� -E--- co
--- 0 __--E----
� 0o w 00
� � _„ - —E,,,,� _-r:--- E-=------
� ��` � �� � �� � � '�- �- `�' � � - �`�� �SHEET C3. 1 SECTION A A)
F k � ��i F� ���
���`�� ��j`�--- - � NO SCALE �
� i ,f � - _: � - �- -- �
w a a'
�;_ . -__�_= o
-- -- � , � � �
, a x a � -�� s ---w____ WV � r, �c
i �
- � i 1�� � a N ��� � ----w- �/� � M � �
� z G �' � 82.08 ��-"" � o 0
� F � F��k FG � � � � � c�
E-��?- �O �,/ _ � I V� L �
q�'� � � >> � � . O
/ — \�� `l,�` �1, �d'� i ' � � '; V O
sBS���� ` �� �� � �� �, �� � ,' m ��
S�I �b - , , _ � �e o
� � � Q �
U � ^ i
ACCESSIBLE RAMP AND REPLACED CONCRETE WALK ' � � o
GRADING DETAIL W m o �
SCALE: 1 "=10' � m �'
NWo � �
� O ��.. C� J c�
L � L
� � �
C = C
� � � �
V � cn �
NOTE:
1 .SEAL ANNULAR SPACE.
�
PROVIDE SCREW DOWNSPOUT SEAL p REG
CAP FOR CLEANOUT ...� /
ACCESS RE: ARCHITECTURAL � '• �TF`�
DOWNSPOUT TO EXTEND � �'�
� 3" INTO ADAPTER 1 " FILLET (TYP)�0.50'� Q4 �. », 2oi4 ;
� TOABEE C00 DINAI ED WITHDAPTER 12:1 SLOPE FOR ' ',�, �
CATCH CURB #4 X CONT (TYP)
,�'�•...••��,�
A R C H I T E C T'S D O W N S P O U T S I Z E. 1 2:1 S L O P E o �I V A L �`"
ADJUST ADAPTER SIZE AS FOR SPILL
PVC CURB � SEE MAR� I�/�VIARTIN GENERA�
REQUIRED) !�OTE �16
PVC � #4 X L � 12" OC
45° BEND o 1 .00'--� �
o �
PVC � � � 67�_� FINISHED GRADE TO I
MATCH TOP OF I — �
NOTES: MODULAR BLOCKS _—
II I - �
1 . ALL BARS TO BE EPDXY COATED. i � '
PVC
= 1 .0� MIN. PVC PVC PVC
�
SLOPE 2. PROVIDE 3" (MIN) CLEAR DISTANCE �
BETWEEN ALL BARS AND EDGE OF X � �' o
CONCRETE. � � DRY-STACKED, � � C
� WYE FITTING `-' z
3. PROVIDE BASE COURSE PER SECTION � � RECTANGULAR BOULDERS � �
A-A THIS SHEET. (SEE NOTE 1) �,
� O �
» PROVIDE JOINT SEALANT O �
� 2 C U R B�G UTTER BETWEEN BACK OF CURB V �,,�
DOWNSPOUT RECEIVER DETAIL REINFORCEMENT DETAIL CURB GUTTER AND FACE OF WALL j � �. N
N.T.S. N.T.S. � � 18" (MAX) 6 � � � '
Q _ � � � �
4 � l� _ � � �
_�
a ,, ;�„ � � o O CDOT CLASS 6 AGGREGATE o
� r � � ��- BASE COURSE U �
O! ` O � �, O �
� P. � � _ � �
NOTES: �
�
1 . DRY-STACK BLOCK STONE MATERIALS ARE TO BE � �
IMPORTED AND TO MATCH THE TELLURiDE GOLD. I �
DRY—STACK MODULAR BLOCK '' ISSUEDFOR:
No. DATE COMMENT
WALL D ETAI L � 1 10-28-13 TOV PEC & DRB I
NO SCALE I
2 11-25-13 PEC MEETING
3 12-02-13 50%CD I
4 12-30-13 50%CD I
5 02-12-14 BID/PERMIT I
6 02-20-14 ADDENDUM NO. 1 I
7 03-03-14 ADDENDUM NO. 2 I
8 03-28-14 IFC
_ ,
DETAI LS
PROJEGT No. DATE
2214.01 Oct 28, 2013
DRAWN BY CHK BY TRV BY
MARTI N/MARTI N »v LML LML
CONSULTING ENGINEERS SHEETNO.
225 MAIN STREET, UNIT C 101, EDWARDS, COLORADO 81632 1
MAIN 970.926.6007 MARTINMARTIN.COM SCAI.E: AS SHOWN
6" ON-SITE GRAVEL OVER
COMPACTED SUB-GRADE PROVIDE POSITIVE DRAINAGE FROM • �
(TYP, BOTH SIDES) RETAINING WALLS (TYP, BOTH SIDES) V O
Z �
W
� � � �
� L lOIVSHEAD 1�,4 RKING �
STRUCTURE LEI/EL 7—U � � LIONSHE%O P%RKlIVG � Z
� STRUCTURE LEI/CL 1-U � � Cn ' O
�FFE �,�RiES� (FFE �ARi�s� �- �3.25' W z � � o
�— _ � oM
zr
MATCH EXISTING DECK SURFACE � QZ W � �
ELEVATION AT LIMIT OF RAMP (BACK �x; CONCRETE RETAINING CONCRETE RETAINING � v a = 'L �
OF EXISTING PARKING STALL, TYP) �'�� WALL (RE: STRUCTURAL) � � CONCRETE RAMP WALL (RE: STRUCTURAL) ' � � �
V = �
(RE. STRUCTURAL) � � Q U o J N N
�X� � � W �� Q C J C
���� F BASE COURSE (RE: STRUCTURAL)-� Q � Q a � V V Q V
Z U
J Q = Q a � � Q c � c
� NOTES: I °° °1 = �° � �°
� CCZ � � O W a�iJ a�
1 . FOR JOINT DETAILS BETWEEN VARIOUS COMPONENTS, RE: STRUCTURAL. � Q � � v`�i � � m w m
��� �
BACK OF FLARE ALQ,NG PARKING , SECTION A—A
STALL TO MATCH �STING DECK �� N.T.S. �
N
,�, o ELEVATION (TYP) �-, o W o � �
X � X � M � �
C O I � � �
N O �
STRUCTURE FODTIIVG � � � '� V O
� � o �
SPANDREL
O J m C �
� U � Y O �
' a E�GE OF RAMP TO a I LEVEL 1 -U (FFE=53.5) � Q �
I
�LIGN WITH OUTSIDE � �4 5� � � 00 � � � ,^n
EDGE OF FOOTING ` � o �� � � c� ' � � � o
� 5.5� LEV L 1 -L (FFE=48.0 m x a'
s�, o� STRUCTURE �, �
� �-� FODTIIVG � 0.82 � m �
�� � , ,� ,... c c
�� 50.88'� a � �� 1 .00' , 18.04' 26.67' -�- 18.04' � � � � � � �
FG,GB q�� 1�8.00 --i � � �
- - - � �o� �,� s
� � �
� � srR�cruRE w,��� m o F�'' �o s� � sTRVCr�RE w,�« � N OTES: c c
COIVCRETE ORIP PAD ?� �2 � `9 X o�°q � CONCRETE DRIP P%D� � � � �
�OPEIV TO SKY� � � � (OPEIV TO SKY� � 1 . BOTTOM OF SPANDREL IS APPROXIMATELY 7'-2" ABOVE LEVEL 1 —L FLOOR. V � � �
Q RAMP SLOPES ASSUME 7'-2" CLEARANCE FOR VEHICLE.
REMOVE AND REPLACE �� S�, REMOVE AND REPLACE 2. VEHICLE PROFILE MEETS THOSE OF A FORD E-350, 12—PASSENGER VAN.
CONCRETE DRIP PAD FOR h"�� 0� �'� �� CONCRETE DRIP PAD FOR
WALL CONSTRUCTION. � �/ � WALL CONSTRUCTION. sEA�
MATCH EXISTING GRADES. MATCH EXISTING GRADES. p REG/
CONTRACTOR TO LOCATE AND POTHOLE STORM AD D ITI O NAL I NTER NAL RAM P OVER H EAD ••••• T
CONCRETE RETAINING WALL CONCRETE RETAINING WALL LINE. NOTIFY ENGINEER OF ELEVATION CONFLICTS •; �F��
(RE: STRUCTURAL) (RE. STRUCTURAL) BETWEEN PROPOSED IMPROVEMENTS AND CLEARANCE CROSS SECTION �
EXISTING STORM LINE PRIOR TO CONSTRUCTION.
c� w R. 11, 2014 ;
C� C� (� U7 U) <n � !!) V (/� (/� (n CI) (n • •
i � � ��
� A � � � A NOTES: F� �
�''••.....••''
� I =� \�� �4NAL �
�GR/l/E� SURFACE '� � �GR%I/E� SURF/CE 1 . BASIS OF ELEVATIONS: ELEVATIONS ARE BASED UPON THE WEST ELEVATION SECTION
(OPEIV TO SKY� � cfl � �OPEIV TO SKY� ON SHEET A6 OF THE "VAIL LIONSHEAD PARKING � PHASE 1 " DESIGN PLANS BY SEE MAR� I\/VIAR�T�IN GENERA�
\ RESTORE SURFACE �2.0� � cv � 2.0�,� RESTORE SURFACE ROBBINS + REAM, INC. FINISHED GRADE OF THE INTERIOR STRUCTURE SLABS SHALL "��TE �16
r AFTER CONSTRUCTION � I A�fER CONSTRUCTION BE USED AS THE BASIS OF ELEVATIONS. CONTRACTOR TO VER�FY D�FFERENTIAL
�q � BETWEEN FLOOR ELEVATIONS AND NOTIF`( ENGINEER OF DISCREPANCIES PRIOR TO �
CONSTRUCTION.
�
2. BOTTOM OF SPANDREL IS APPROXIMATELY 7'-2" ABOVE LEVEL 1 -L FLOOR. RAMP �
�� � SLOPES ASSUME 7'-2" CLEARANCE FOR VEHICLE. UNDER NO CIRCUMSTANCES
� � SHALL THE AS-BUILT CLEARANCE AT ANY POINT BE LESS THAN 7'-2". �
REMOVE AND REPLACE ��' � REMOVE AND REPLACE
CONCRETE DRIP PAD FOR so � 1� CONCRETE DRIP PAD FOR 3. RAMP SECTION TO BE HEATED BUT NOT COVERED. REFER TO THE ARCHITECTURAL " ''
WALL CONSTRUCTION. ����,� I ��� � WALL CONSTRUCTION. PLANS FOR EXTENTS OF HEATED PAVING. `~
MATCH EXISTING GRADES. /� I �� MATCH EXISTING GRADES. �
_!J� I � 4. RAMP DIMENSIONS AND GRADES ARE BASED UPON THE EXISTING BUILDING i •�
I � BACKGROUND PROVIDED BY ZEHREN AND ASSOCIATES, INC. � � o
�CDIVCRETE ORIP P,�D m o �, � � r,-� o �COIVCRETE ORIF P%D �
�oPEN To sKY� � x � � s � X � (oPEN ro sKY� �
�.o���, o�, � �� �o� � � � �
� �
�ST���T��� w,�« � ���. a � .o� �� �sT���T��,� w,�« �
� �3.21 � r � � � � � � � �� �c r- � , 8.00'�,
� �
� 1 .00
�j,� � .� � � ,��
V
��� � EDGE OF RAMP � � � STRUCTURE� � • o �
TO ALIGN WITH a S FOOTIIVG � J �i �
OUTSIDE EDGE � � OO
OF FOOTiNG � I � ' ,�
� .�
r a i o
S�RUCTURE � � 13.25LF POWERDRAIN (S300K) TRENCH DRAIN WITH � U ''
FOOTING _/( � � DUCTILE IRON SLOTi-ED GRATE AS MANUFACTURED
—� S BY ACO DRAIN (OR APPROVED EQUAL). FOR � �
� INSTALLATION DETAIL, RE. STRUCTURAL. CONNECT i
� � TRENCH DRAIN TO EXISTING STORM USING INSERTA
X � �� I � TEE AND APPROPRIATE FITTINGS FROM BOTTOM OF � �
� � o TRENCH DRAIN.
� 4 2 0 4 8 � �
SCALE: 1 "=4'
I ALL DIMENSIONS SHOWN ARE U.S. SURVEY FEET
BACK OF FLARE ALONG PARIKING x o�°q �'' �SSUEDFOR:
STALL TO MATCH EXISTING [�ECK �
_ �� ELEVATION (TYP) I �i � No. DATE COMMeNT
/, � , 1 10-28-13 TOV PEC & DRB I
13.25' I , 2 11-25-13 PEC MEETING I
� � � 3 12-02-13 50%CD �
`� � 4 12-30-13 50%CD ��
��x � I 5 02-12-14 BID/PERMIT �
6 02-20-14 ADDENDUM NO. 1 I
� ��o �� OW What'S be�Ow. 7 03-03-14 ADDENDUM NO. 2 �
� ��" TILITY NOTIFIGATION 8 03-28-14 IFC
� C111 before ou di _ ,
'MATCH EXISTING DECK SURFACE
�ELEVATION AT LIMIT OF RAMP (BACK CALL 811 2-BUSINESS DAYS IN ADVANCE �MP
i0F EXISTING PARKING STALL, TYP) BEFORE YOU DIG, GRADE OR EXCAVATE FOR I
5 � MARKING OF UNDERGROUND MEMBER UTILITIES G R,e�D I N G
� LlOIVSHE,�D P/RKING � � UONSHE%D P,�RKIIVG MARTIN�MARTIN ASSUMES NO RESPONSIBILITY FOR UTILITY
STRUCFFE��R/ES L� � STRUCF F�� IE.S� � ��- LOCATIONS. THE UTILITIES SHOWN ON THIS DRAWING HAVE BEEN AND LAYOUT
� � � PLOTTED FROM THE BEST AVAILABLE INFORMATION. IT IS, HOWEVER, i
� THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY THE SIZE,
I MATERIAL, HORIZONTAL AND VERTICAL LOCATION OF ALL UTILITIES PRO1[�C'r'No. DATE
PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION. 2214.01 OCt 28, 2013
�
DRAWN BY CHK BY TRV BY
I
i MARTI N�MARTI N » LML LML
CONSULTING ENGINEERS SHEETNO.
225 MAIN STREET, UNIT C 101, EDWARDS, COLORADO 81632 '
MAIN 970.926.6007 MARTINMARTIN.COM SCAI.E: AS SHOWN
LIGHTING FIXTURE SYMBOLS POWER SYMBOLS
G E N E R A L N 0 T E S . Q RECESSED LIGHTING FIXTURE Q- SINGLE RECEPTACLE
• �
1. DO NOT SCALE DRAWINGS. VERIFY DIMENSIONS ON CIVIL AND LANDSCAPE DRAWINGS AND IN FIELD PRIOR TO COMMENCEMENT O� DIRECTIONAL/ADJUSTABLE RECESSED LIGHTING FIXTURE � DUPLEX RECEPTACLE U O
OF WORK. � SURFACE MOUNTED LIGHT � DUPLEX RECEPTACLE MOUNTED ABOVE COUNTER � �
�
2. EXAMINATION OF BIDDING DOCUMENTS. a WALL MOUNTED LIGHT � DOUBLE DUPLEX RECEPTACLE Z
A. EACH BIDDER SHALL EXAMINE THE BIDDING DOCUMENTS CAREFULLY,AND NOT LATER THAN SEVEN DAYS PRIOR TO THE � WALL MOUNTED UP-LIGHT � GFCI DUPLEX RECEPTACLE V� � C
DATE OF RECEIPT OF BIDS, SHALL MAKE WRITTEN REQUEST TO THE ARCHITECT FOR INTERPRETATION OR CORRECTION OF V..� V W �
ANY DISCREPANCIES,AMBIGUITIES, INCONSISTENCIES,OR ERRORS THEREIN WHICH HE MAY DISCOVER. THE ARCHITECT DO MONO-POINT LIGHTING FIXTURE � DUPLEX RECEPTACLE; HALF SWITCHED Z � � '
� — � o en
WILL BE ISSUE ANY INTERPRETATION OR CORRECTION AS AN ADDENDUM. ONLY A WRITTEN INTERPRETATION OR Z � �C
CORRECTION BY ADDENDUM SHALL BE BINDING. NO BIDDER SHALL RELY UPON INTERPRETATIONS OR CORRECTIONS GIVEN .�. RECESSED STEP LIGHT � ISOLATED GROUND DUPLEX RECEPTACLE Q Z � � �
BY ANY OTHER METHOD. IF DISCREPANCIES,AMBIGUITIES, INCONSISTENCIES,OR ERRORS ARE NOT COVERED BY 1--o-i FLUORESCENT STRIP LIGHT � MULTI-OUTLET PLUG STRIP V � �— ed O
ADDENDUM OR WRITTEN DIRECTIVE, CONTRACTOR SHALL INCLUDE IN HIS BID, LABOR MATERIALS AND METHODS OF •� op
CONSTRUCTION RESULTING IN HIGHER COST. AFTER AWARD OF CONTRACT, NO ALLOWANCE OR EXTRA COMPENSATION � a O �
WALL MOUNTED LINEAR FLUORESCENT LIGHT FLUSH FLOOR MOUNTED DUPLEX RECEPTACLE � V �p X
WILL BE MADE ON BEHALF OF THE CONTRACTOR DUE TO HIS FAILURE TO MAKE THE WRITTEN REQUESTS AS DESCRIBED
ABOVE. 0 RECESSED OR SURFACE MOUNTED FLUORESCENT TROFFER � FLUSH FLOOR MOUNTED DOUBLE DUPLEX RECEPTACLE � OC a � � J
FIXTURE WITH EMERGENCY BACKUP OR ON EM CIRCUIT FLUSH FLOOR MOUNTED DUPLEX RECEPTACLE; HALF SWITCHED � = W �� Q C J C
B. FAILURE TO REQUEST CLARIFICATION DURING THE BID PERIOD OF ANY INADEQUACY, OMISSION,OR CONFLICT WILL NOT � � � Q � a L �p V ed � e�
R E L I E V E T H E C O N T R A C T O R O F T H E I R R E S P O N S I B I L I T I E S. T H E S I G N I N G O F T H E C O N T R A C T W I L L B E C O N S I D E R E D A S � �O
IMPLICITLY DENOTING THAT THE CONTRACTOR HAS A THOROUGH COMPREHENSION OF THE FULL INTENT AND SCOPE OF THE � CEILING MOUNTED EXIT SIGN W/FACES&ARROWS AS SHOWN � FLUSH FLOOR MOUNTED DUPLEX RECEPTACLE AND TELECOM Q � � a -� � Q C � �
W O R K I N G D R A W I N G S A N D S P E C I F I C A T I O N S. m � U =p � -p
� WALL MOUNTED EXIT SIGN W/FACES&ARROWS AS SHOWN � WALL MOUNTED SPECIAL OUTLET AS NOTED = Q W ^ > >
3. VISIT SITE PRIOR TO BID AND VERIFY THAT CONDITIONS ARE AS INDICATED. CONTRACTOR SHALL INCLUDE IN HIS BID COSTS � EMERGENCY LIGHTS � SPECIAL OUTLET AS NOTED � CC Z � C O WC � J �
REQUIRED TO MAKE HIS WORK MEET EXISTING CONDITIONS. Q Q � � y � C m W m
❑-o EXTERIOR POLE MOUNTED LIGHT JQ JUNCTION BOX
4. REVIEW ARCHITECTURAL, LANDSCAPE, CIVIL AND OTHER DRAWINGS PRIOR TO BID. �
O� EXTERIOR POST(BOLLARD)MOUNTED LIGHT JQ-I WALL MOUNTED JUNCTION BOX
5. WORK SHALL BE PERFORMED IN A WORKMANLIKE MANNER TO THE SATISFACTION OF THE OWNER. �J FLOOR MOUNTED JUNCTION BOX
6. WORK, MATERIALS,AND EQUIPMENT SHALL CONFORM TO THE LATEST EDITIONS OF LOCAL, STATE OF COLORADO,AND NATIONAL LI G H T I N G C 0 NTRO L SYM B 0 LS e DIVISION 15 EQUIPMENT POWER CONNECTION N
CODES AND ORDINANCES. � O � �
$ SWITCH QS TIMER SWITCH M � O
7. PROVIDE PERMITS AND INSPECTIONS REQUIRED. �
S3 THREE-WAY SWITCH � FUSED DISCONNECT '� � �
8. GUARANTEE THE INSTALLATION AGAINST DEFECTS IN MATERIALS AND WORKMANSHIP WHICH MAY OCCUR UNDER NORMAL � y L p1
USAGE FOR A PERIOD OF ONE YEAR AFTER OWNER'S ACCEPTANCE. DEFECTS SHALL BE PROMPTLY REMEDIED WITHOUT COST S4 FOUR-WAY SWITCH � NON FUSED DISCONNECT 'C O O
TO THE OWNER. SJ DOOR JAMB SWITCH � m U �
MOTOR STARTER
9. SYSTEMS SHALL BE COMPLETE,OPERABLE,AND READY FOR CONTINUOUS OPERATION. SK KEY SWITCH � ENCLOSED CIRCUIT BREAKER Y � v
V � � � �
10. CONTRACTOR'S FAILURE TO ORDER OR RELEASE ORDER FOR MATERIALS AND/OR EQUIPMENT WILL NOT BE ACCEPTED AS A S VARIABLE SPEED SWITCH pB PULL BOX V ,
REASON TO SUBSTITUTE ALTERNATE MATERIALS, EQUIPMENT, OR INSTALLATION METHODS. � �p �
ST THERMAL OVERLOAD SWITCH Q PUSH BUTTON � ^ cV
11. ALL EMPTY RACEWAY SYSTEMS SHALL HAVE A NUMBER 12 PULLWIRE OR EQUAL. W � � O
�D DIMMER Tc TIME CLOCK m X �
12. INSTALL ALL MATERIALS IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. ANY DEVIATIONS SHALL BE 3 � p�p �
BROUGHT TO THE OWNER/ENGINEER'S ATTENTION PRIOR TO INSTALLATION. �p THREE-WAY DIMMER �C PHOTO-CELL � C =
J ��
LV LOW VOLTAGE SWITCH T� TRANSFORMER � � � � Q �
13. SYSTEMS SHALL BE TESTED FOR PROPER OPERATION. IF TESTS SHOW THAT WORK IS DEFECTIVE, CONTRACTOR SHALL MAKE � Q� �
CORRECTIONS NECESSARY AT NO COST TO OWNER. S� WALL OCCUPANCY SENSOR/SWITCH G PANELBOARD OR LOADCENTER � � �
14. SPLICES IN EXTERIOR PULLBOXES AND MANHOLES SHALL BE MADE WATERPROOF USING"SCOTCHCAST"SPLICE KIT OR o� SMALL ROOM OCCUPANCY SENSOR C� CONTACTOR C � C
APPROVED EQUAL. SEAL ENDS OF CONDUITS AND DUCTS WITH"DUCTSEAL"OR APPROVED EQUAL. J 'C = �
oc LARGE ROOM OCCUPANCY SENSOR � ELECTRIC MOTOR � Cc� � Cc�
15. CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING EQUIPMENT WHICH IS DAMAGED DUE TO INCORRECT FIELD WIRING g METER U L � `
PROVIDED UNDER THIS SECTION, OR FACTORY WIRING IN EQUIPMENT PROVIDED UNDER THIS SECTION.
COMMUNICATION SYMBOLS 0T THERMOSTAT
16. ALL ELECTRICAL SYSTEMS COMPONENTS SHALL BE LISTED OR LABELED BY U.L. OR OTHER RECOGNIZED TESTING FACILITY.
� TELEPHONE WALL OUTLET ATS AUTOMATIC TRANSFER SWITCH
17. EXTERIOR WEATHERPROOF RECEPTACLES SHALL BE DIE CAST ALUMINUM WITH DIE CAST ALUMINUM, LOCKABLE IN-USE N DOUBLE TELEPHONE WALL OUTLET SEAL
WEATHERPROOF COVERS. � CIRCUIT HOMERUN
TELEPHONE FLOOR OUTLET ����IV
18. PULLBOXES,CABINETS, ETC. MOUNTED ON THE EXTERIOR AT GRADE LEVEL, SHALL BE WEATHERPROOF TYPE WITH HINGED CONDUIT RUN �p `_ .. Q
LOCKABLE COVERS SECURED WITH TAMPERPROOF SCREWS. D DATA WALL OUTLET --- CONDUIT RUN BELOW GRADE Dd 4 `���+ ��:
� DATA WALL OUTLET � CONDUIT UP V/: U"� �j : �
� DATA FLOOR OUTLET j`} w
—♦ CONDUIT DOWN ',. I� Q� ; _
� COMBO PHONE/DATA OUTLET S SWITCH .G��''�. {��� ,•-'��+��
�� . . �'r.
ST THERMAL OVERLOAD SWITCH FS��Q�
A B B R E V I AT I 0 N S g� VARIABLE SPEED SWITCH
SK KEY SWITCH
AFC-ABOVE FINISHED CEILING � }J
AFF-ABOVE FINISHED FLOOR � �
AFG-ABOVEFINISHEDGRADE ONE-LINE DIAGRAM SYMBOLS � �
AHJ-AUTHORITY HAVING JURISDICTION —� DISCONNECT SWITCH �
AL -ALUMINUM � FUSE �
AP -ACCESS POINT 1Z CIRCUIT BREAKER �
� � ti
AWG-AMERICAN WIRE GAUGE CURRENT TRANSFORMER � �
�� �
POTENTIAL TRANSFORMER � � O �
BFG-BELOW FINISH GRADE
O METER � � Q �
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DETECTOR LOOP I � 1- �/�/P � a �/ / INSTALL/ROUGH-IN OF INFRASTRUCTURE, � � � �
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_ _ ----- _ _ _ _ _ SP1 I ---------------------- --- ------ � _ _ �>' CONNECTIONS AND REQUIREMENTS FORALL W � � C1
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BOOTHS TO BE REMOVED.
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O9 FUTURE SIGNAGE LOCATION. 1"CONDUIT WITH 200
� �2 �� � 'P1'FOR F `T RE __ � � � �
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-a 7 � 1 O �i \ i � LB NYLON PULL STRING INSTALLED FOR POWER,
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N POWER \�� ___ % ' 11 ROUTED BACK TO PANEL'P1',AND(1)1"CONDUIT
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o � � �\� � i FOR LOW VOLTAGE, ROUTED BACK TO IT CLOSET.
� ' ��� �� � VERIFY EXACT LOCATION WITH OWNER'S ISSUED FOR:
� � - - - - - — � REPRESENTATIVE PRIOR TO INSTALL.
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rn �� � ��
� , No. DATE COMMENT
Q � 10 CONTRACTOR SHOULD OFF SET ALL ELECTRICAL � 12_2_�3 DESIGN DEVELOP
U RACEWAY A MINIMUM OF 5 FEET FROM WATER LINE.
w �� �' 2 12-30-13 50%CD
� / 11 REPLACE EXISTING POLE MOUNTED LIGHTING 3 1-27-14 PERMITSET
� � � FIXTURE WITH A NEW TYPE SP1 ON EXISTING BASE. 4 2-12-'I4 BID/PERMIT SET
U �� i� 12 PROVIDE(1)3"CONDUIT FROM THE COUNT ROOM IT 5 2-2�-14 ADDENDUM NO. �
� ,%i� CLOSET WALL MOUNTED ELECTRICAL BOX ON THE 6 3-3-14 ADDENDUM NO.2
�' � I LOWER LEVEL OF THE PARKING GARAGE, RE:SHEET 7 3-2&14 I.F.C.
� i E4. PROVIDE INTERDUCT PER TOV(OWNER'S
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� � REPRESENTATIVE'S DIRECTION.
� I ELECTRICAL FLOOR PLAN \
� 13 EXIT GATE CARD READER TO BE POWERED FROM
o - ----- ;� � �\� ATTENDANT BOOT PANEL.VERIFY WITH BOOTH
� — �� S�A�E: ,°° _ ,o° � �, �EN°°R. E L E CT R I CA L
� 14 CIRCUIT TO BE CONTROLLED BY EXTERIOR
w /%" Q LIGHTING CONTROL PANEL(LCP). F LOO R P LAN
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� � `� 15 PROVIDE CARBON MONOXIDE SENSOR WITH LOCAL
� (NON-NETWORKED)ALARM.
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�'� � 9419.00 Mar. 28, 2014
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� � COPYRIGHT 2013
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6� � Fort Collins: (970) 221-5691
� � �� Albuquerque. (505)323-9070
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NOTES :
1. REFER TO MECHANICAL EQUIPMENT SCHEDULE •
FOR CIRCUITING AND POWER CONNECTION U O
REQUIREMENTS FOR MECHANICAL EQUIPMENT.
ZW
2. PROVIDE LABEL TO ALL CONDUITS ENTERING � Z
WITH THE IT CLOSET DESIGNATING THE
LOCATION OF THE CONDUIT AND WHAT IT IS � � �
INTENDED TO SERVE. W V W �
�
3. ALL EXPOSED BOXES CONDUITS COVER � ? � � M
PLATES, ETC. TO BE PAINTED TO MATCH Q Z � c�i� �
ADJACENT SURFACES. � � W � �
�- � O
O � V � �
W � �
V� � W �� Q C J C
F L A G N O T E S : Q � � ,� M Z � � �
O1 WEATHER PROOF, GFCI RECEPTACLE MOUNTED IN � �- N � � �O Q •C � •�
CANOPY FOR HOLIDAY LIGHTING. LIGHTING BY = � W � � U � � �
OWNER.CIRCUIT TO BE CONTROLLED BY EXTERIOR � V Z � C �f W eti W e�
LIGHTING CONTROL PANEL. ¢ Q � � y p�vp � m W m
O2 JUNCTION BOX ON UNDERSIDE OF ROOF EAVE FOR
P1-37,39 HEAT TRACE POWER. PROVIDE HEAT TRACE IN �
GUTTER/DOWNSPOUT AND ZIG-ZAG ON ROOF EVE.
2 ZIG-ZAG OF HEAT TRACE SHALL EXTENT 12 INCHES 0
BEYOND THE SNOWFENCE. ROUTE CABLE THROUGH N
, �-1 -1 �� 1 - � 1 1- T � DOWNSPOUT AT LEAST 2 FT. INTO DRAIN. PROVIDE � O � �
' � ' � �� �� �� �� �� �� �� �� � P1-1 O RAYCHEM#GM1X 12W/FT SELF REGULATING HEAT
_;__--_- ' P1 1 O TRACE. PROVIDE AMBIENT TEMPERATURE SENSOR � � O
1 ° �� ' ' ' I � I I I I I I I I I I-�-�-�- WP ' � FOR CONTROL REFER TO DIAGRAM C,SHEET E5. •� � �
I � �I ' ' I 1 ' I ' 1 I 1 �� \� ALL HEAT TRACE AND COMPONENTS SHALL BE t/f i �
"�/ � WSTALLED AND TESTED PER MANUFACTURER'S :� ..
1 � A I II II 11 11 Il ,AI� -v o 0
/ �� RECOMMENDATIONS AND BE A COMPLETE AND
.'r� �I,'��, ; II-�I ��L i f -�-` ; _ OPERABLE SYSTEM. �p �v
Q __= Y
4 �L O3 PROVIDE 4-SQUARE JUNCTION BOX,WITH BLANK � �
-------------------��/ ----------------------------I-------\ -------- COVER,WITH 3/4"RACEWAYTO PANEL'P1'FOR � � O
� 15 � 8 � I � i � 3 FUTURE TRAFFIC SIGNAGE/LIGHT. � ^ �
3/4"C W P / \ 4 > � N
� 4 O PROVIDE 4-SQUARE JUNCTION BOX,WITH BLANK W � � O
H 3/4"C �� R� I � COVER,WITH 3/4"RACEWAY TO IT CLOSET, IN m X �
�'� / � S U P E R V I S O R'S O F F I C E, F O R L O W V O L T A G E � p�
I 10 ,�� � �"� CABLI NG. m
� / � PR VIDE HEAT � ^ :C � �
� P1-2 � PROVID� HEAT ; � o c =
- „ ao
�
euH P� 25 +4s +4 " TRACE LONG / ' • c� e� e�
1 � � ; � TR CE ALONG 5 PROVIDE 120 VOLT CIRCUIT TO FUTURE SIGN � � a � c C
gg 3/4"C � // � O LIGHTING.CIRCUIT TO BE CONTROLLED BY c � <
RAKE E GE
1 P1-4� VI �/ 3/4"C RA E EDGE EXTERIOR LIGHTING CONTROL PANEL. �S � �S
P `
F1 / � J .0 = .0
1 �P1-2 C I 3 6 IT CLOSET, ROUTE ALL GATE, DATA,SECURITY, � �
e
P 1-8 / � O p�
P1-4� I / �; PHONE/DATA,AND OTHER COMMUNICATIONS � C� C�
P I � RACEWAYS TO THIS LOCATION. PROVIDE 6"x6"x24" U L � G
� 4
2 B P1-25 I � WIREWAY,AT BOTTOM OF ROOM TO CONSOLIDATE
e
/ Q
1 � / � 2 THE BELOW GRADE CONDUITS.
e o D p
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GENERAL NOTES:
A• THE LUMINAIRE SCHEDULE CAN NOT BE USED INDEPENDENTLY OF THE DRAWINGS AND SPECIFICATIONS TO OBTAIN LUMINAIRE COSTS. THE INDIVIDUAL ESTABLISHING LUMINAIRE COSTS SHALL � �
NOT QUOTE PRICING WITHOUT FIRST SEEING APPLICABLE ELECTRICAL DRAWINGS AND ELECTRICAL DIVISION SPECIFICATIONS. THE CONTRACTOR IS REPONSIBLE FOR PROVIDING NECESSARY
�------ pC DRAWINGS AND SPECIFICATIONS TO THE INDIVIDUAL QUOTING LUMINAIRE PRICING. � �
I � B. REFER TO DRAWINGS FOR FIXTURES REQUIRING EMERGENCY BATTERY BACKUP OPTION (SHOWN BY HATCH IN/OVER SYMBOL).MINIMUM LIGHT OUTPUT FOR EM BALLAST SHALL BE 600 LUMENS. � �
PHOTOCELL MOUNTED ON C. ALL FLUORESCENT LAMPS ARE TO BE 3500°KELVIN COLOR TEMPERATURE
SOUTH WALL. SPECIFIC NOTES: �
II ��>
I I �2> �..V
SYSTEM TIME CLOCK-365 �� �3� �
DAY/ASTRONO M I CAL TI M E �� �4) '�
CLOCK WITH NON-VOLATILE II � � �
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�TC I) PROV DE COMPLETE PROGRAMMING VOLTAGE: 120/208V, 3PH,4W MECHANICAL EQUIPMENT SCHEDULE � O �
II PANEL: P1 0
I OF EACH CHANNEL PER OWNER'S MINIMUM BUS: 225 • � Q r"',,
REPRESENTATIVE'S DIRECTION. VOLT/ DISCONNECT/ � � � �
U I LOCATION: MECHANICAL ROOM MAIN: MLO MARK DESCRIPTION HP WATTS FEEDER CIRCUIT SPECIFIC NOTES
� PHASE FUSE SIZE
, � MOUNTING: SURFACE MINIMUM AIC: 10,000 � � �
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No. TYPE LOAD DESCRIPTION TYPE LOAD DESCRIPTION No.
� CIRCUIT FIXTURES A B C POLE TRIP A B C TRIP POLE A B C J N
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� ' 3 135 M EF-1/MOTOR DAMPER 1 20 + 20 1 R OFFICE REC. 1080 4 BB-� HEATER �20/1 1000 NA 2-#12,#12 GRD. P1-30 � � �
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� 7 828 LM P-1 3 20 + 20 1 L INTERIOR LTG. 189 8 M
� s s2s LM + 20 1 L N.CANOPY RECEPT. 1000 �o EF-1 EXHAUST FAN 120/1 84W 20/1 2-#12,#12 GRD. P1-3 � J c
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11 828 M + 20 1 L SIGN LTG. 500 12 � � N
120V 13 828 M P-2 3 20 + 20 1 L CANOPY LTG. 189 14 � � �U
— 15 8z8 M + 20 1 E LTG.CONTROL PNL. 500 16 P-1 BOILER INJECTION PUMP 208/3 1-1/2 30/3 3-#12,#12 GRD. P1-5,7,9 � �
Q DOUGLAS PROGAMMABLE LITEPAK �� �035 E + zo 1 R EXT.RECEPTACLES sso �a � � / �
PANEL#WPAK16-3351-S WITH 19 1035 E UH-1 3 20 + 20 1 R EXT.RECEPTACLES 720 20 �
� P-2 SNOWMELT CIRC PUMP 208/3 1-1/2 30/3 3-#12,#12 GRD. P1-13,15,17
� ASTRONOMICAL CLOCK FUNCTION 21 1035 E + 20 1 E ENTRYGATE 1800 22 �
-a (OR ALTERNATE LC&D#GR2432) 23 1000 E ENTRY SIGNAGE 1 20 + 20 1 E ENTRY GATE 1800 24 S O
@ zs �zo R MECH ROOM REC. 1 zo + 20 1 E ENTRYGATE �aoo 26 UH-1 ELECTRIC UNIT HEATER 208/3 3 KW 30/3 4-#12,#12 GRD. P1-19,21,23 r^ S U
V 27 180 R EXT.RECEPTACLE 1 20 + 20 1 E UNMANNED EXIT GATE 1800 28 V�
�' 29 1000 L S.CANOPY RECEPT. 1 20 + 20 1 L BB-1 1000 30 �
m EXTERIOR LIGHTING CONTROL DIAGRAM — LCP �
-a 31 SPARE 1 20 + L 196 32 �
� 20 2 EXT.POLE LIGHTS
O 33 SPARE 1 20 + L 196 34 O
� NO SCALE B 35 SPARE 1 20 + 20 1 SPARE 36 GENERAL NOTES: O
� 37 1440 E + E 1200 38 A. SEE SPECIFICATIONS FOR ELECTRICAL DIVISION AND MECHANICAL DIVISION MOTOR STARTER COORDINATION.
HEATTRACE-NORTH(1) 2 2� Z� 2 HEATTRACE-SOUTH (1) • �
� s9 1440 E + E �zoo 4o g, PROVIDE PHASE PROTECTION FOR ALL THREE PHASE MOTORS ABOVE 7-1/2 HP. � �
� a� SPACE + zo 1 SPARE 4z C. PROVIDE ALL EXTERIOR DISCONNECTS WITH NEMA 3R RATING.
43 SPACE + 20 1 SPARE 44
0 45 SPACE + 20 1 SPARE 46 D. WHEN EQUIPMENT IS LISTED WITH ONLY A HORSEPOWER RATING THE DISCONNECT AND FEEDER ARE SIZED PER THE N.E.C.
O 47 SPACE + 20 1 SPARE 48 SPECIFIC NOTES: ISSUED FOR:
49 SPACE + S 4000 50 ���
� 100 2 BOOTH POWER
p� 51 SPACE + S 4000 52 �2� NO. DATE COMMENT
p 53 4000 S + 54
Q BOOTH 2 POWER 2 100 (3)
v as a000 s + ss 1 12-2-13 DESIGN DEVELOP
w POWER CONNECTOR 5� + sa 4 2 12-30-13 50%CD
C� HEATING CABLE 59 + so 3 1-27-14 PERMITSET
m FEED THRU FEEDER GENERAL NOTES: �1 �1
� LOAD TYPE PANEL TOTAL TOTAL SUBFEED TOTAL SUBTOTAL DEMAND FEEDER TOTAL 4 L��L��4 BID/PERMIT SEl'
� A.
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(L�LIGHTING 4270 42�� 125% 5338 B. Z�Z 4 DDE DUM
� 208 VOLT POWER
(R)RECEPTACLES 3600 3600 NEC 220 3600 C.
6 3-3-14 ADDENDUM NO.2
� SUPPLY (LM)LARGEST MOTOR 2484 2484 25% 621 D.
Q (M)MOTORS(ALL) 5�03 5103 100% 5103 E. 7 3-2&14 �.F.C.
(n (E)EQUIPMENT 18785 16000 34785 100% 34785 SPECIFIC NOTES:
C
� (A)APPLIANCES 0 �
0 0 (1) PROVIDE GFPE TYPE CIRCUIT BREAKER
� PANEL TOTAL(KVA): 49.4 �z�
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Q PANEL TOTAL(A): 737 5
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� g E A U D I N DRAWN BY CHK BY TRV BY
a�
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NO SCALE
� � COPYRIGHT 2013 E 5
� Denver: (303) 278-3820 project No:9419.00
6> Vail: 970 949-6108
6� Fort Collins: (970) 221-5691
ip Albuquerque: (505)323-9070
� Jackson: (307)739-3944 $U1�E: qS SHOWN
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GRILLE, REGISTER, DIFFUSER & LOUVER ISSUE LOG PIPING DESIGNATIONS PIPING SYMBOLS
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MECHANICAL SHEET INDEX .���� - — - — — - -
MANUFACTURER* _,� Jc� -SMS- SNOWMELTSUPPLY O-- 90°ELBOW UP • �
SYMBOL USE PATTERN FINISH & MODEL# ACCESSORIES REMARKS o%`��� �� � —sMR- SNOWMELT RETURN .. TEE DOWN U O
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# TITLE ��� o����Q�/�J�� — D — D R A I N P I P E �- S H U T O F F(B A L L, G A T E, B U T T E R F L Y) � � �
MANUFACTURERS: �� y o �� �\ � �� — W — WASTE PIPE �- GLOBE VALVE W V W �
LOUVER GREENHECK, L&D �/ �/ �/ �/ �/
M1 MECHANICAL COVER SHEET Z
GENERAL NOTES: I. I. I —V— PLUMBING VENT PIPE �/� I CHECK VALVE Q Z � M �
M2 MECHANICAL PLAN �� FLOW CONTROL VALVE � �y � j
a: J J J J _J [ [ I
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� � I —I�- � BALL VALVE � � � '� �
M3 MECHANICAL DIAGRAMS �/ �/� �/ �/ �/ � � � � � p
—ICH- PLUG OR BALANCING VALVE V ;±- �
I I I___I. PLAN ABBREVIATIONS � FLOW BALANCWG VALVE � � Q O � J
M4 MECHANICAL PARKING GARGAGE PLAN �/ �/ __I I V� � p N N
MISCELLANEOUS MECHANICAL EQUIPMENT SCHEDULE - � --- I BDD BACKDRAFTDAMPER _ � PLUGVALVEINRISER Q � � L� � � J �
CA COMBUSTION AIR � �y � � � � Z V (� C�
�l- I�HIC VY(I�LV[SC V%HLVC IIV F'CIJCYC
ELECTRICAL - I Q I_ '� � Q ,c � .c
* CFM CUBIC FEET PER MINUTE AIR FLOW RATE H d
MANUFACTURER ISSUE LOG KEY: � � DRAIN VALVE W/HOSE END = Q - m � U � � �
MARK SERVICE TYPE CAPACITY VOLT/ ACCESSORIES REMARKS � I u� ,.. > >
''ISSUED AS PART OF A SET M M �+' �* d' d' � V Z � C �A W e� W �
HP & MODEL# Co CLEANOUT � Q � � N v
PH ''NOT PART OF SET � o 0 0 0 0 0 �� TEMPERATURE CONTROL VALVE(2-WAY) p� O ed ppp � m W m
N N N N N N COTG CLEANOUT TO GRADE � I TEMPERATURE CONTROL VALVE(3-WAY)
'*' ISSUED FOR INFORMATION ONLY c�i o � c�i o 00
SNOWMELT GLYCOL Q o m cy � c� c�
GF-1 17 GAL 50 W 120/1 AXIOM IND. MF300 LOW PRESSURE ALARM - p N N N N ri DN DOWN
SYSTEM FEEDER � o 0 0 0 - � PRESSURE REDUCING VALVE
MANUFACTURERS: EAT ENTERING AIR TEMPERATURE ,—p�_ SOLENOID VALVE Z
EWT ENTERING WATER TEMPERATURE � I VENTURI/FLOW INDICATOR �
GENERAL NOTES: G E N E R A L N 0 T E S . EXH EXHAUST �- � PUMP&EQUIPMENT CONNECTOR W M � �
A: FCO FLOOR CLEANOUT O
- � 1. THESE DRAWWG NOTES ACCOMPANY THE PUBLISHED CONSTRUCTION DOCUMENT SPECIFICATION BOOK(PROJECT MANUAL). �I� PIPE UNION G� � �
B� GC GENERAL CONTRACTOR - "Q C1
2. DO NOT SCALE DRAWINGS. VERIFY DIMENSIONS IN FIELD PRIOR TO COMMENCEMENT OF WORK. REFER TO ARCHITECTURAL -04V�Do- DOUBLE CHECK BACKFLOW PREVENTER y L �
DRAWINGS FOR ALL DIMENSIONS. GPM GALLONS PER MINUTE � 'p O O
�- PIPE ANCHOR
HP HORSEPOWER
U N I T H EATE R SC H E D U L E (E L ECTR I C) 3. BE RESPONSIBLE TO FIELD VERIFY EXISTING EQUIPMENT OR PIPING REMAINING TO BE CONNECTED TO NEW SYSTEMS. PROVIDE � I PIPE EXPANSION JOINT �p U�
CONTROLS, ETC.,AS REQUIRED TO RESTORE CONTINUITY OF SYSTEM(S), OR TO MAKE NEW WORK MEET EXISTING CONDITIONS, KW KILOWATTS � Y p
E L E C T R I C A L WHETHER INDICATED OR NOT. S A F E T Y R E L I E F V A L V E U > �
�[.�- FLEXIBLE CONNECTOR
LAT LEAVING AIR TEMPERATURE � � � v-
S E N S I B L E I M A N U F A C T U R E R* 4. S U B C O N T R A C T O R S H A L L V E R I F Y E X I S T E N C E A N D L O C A T I O N O F A L L U T I L I T Y S E R V I C E S A N D C O O R D I N A T E A S R E Q U I R E D B Y T H E I R LF LINEAR FOOT } � � i^rf
MARK TYPE CFM VOLT/ ACCESSORIES REMARKS RESPECTIVE AREA OF THE CONSTRUCTION, NOTIFYING THE PRIME CONTRACTOR OF VARIATIONS OR CONFLICTS. Y I AIR VENT � 1� �y
MBH K�/�/g & MODEL# LWT LEAVING WATER TEMPERATURE W e0 � O
HP T PRESSURE-TEMP.TAP � �
5. VERIFY EXACT LOCATIONS OF EXISTING UNDERGROUND UTILITIES, PIPING,AND RACEWAY SYSTEMS PRIOR TO TRENCHING. m X
NC NORMALLY CLOSED p �
CONTRACTOR SHALL OBTAIN AND VERIFY EXACT UTILITY COMPANY DRAWINGS AND REQUIREMENTS. PRESSURE GAUGE W/PIG TAIL&COCK pp �
UNIT MOUNTED I � � C =
UH-1 HORIZ. 250 10 3 208/3 STELPRO SHU383C24 - 6. WORK SHALL BE PERFORMED IN A WORKMANLIKE MANNER TO THE SATISFACTION OF THE ARCHITECT,OWNER,AND ENGINEER. OSA OUTSIDE AIR - - W O O ;C �
THERMOSTAT � � a � � J '�
MANUFACTURERS: 7. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PERFORM HIS/HER WORK IN CONFORMANCE WITH ALL APPLICABLE CODES, �` RETURN AIR � I THERMOMETER c p� C
C � <
� QMARK, BERKO, OR MODINE EQUIVALENT ORDINANCES AND LIFE SAFETY FEATURES AS REQUIRED BY LOCAL, STATE, OR NATIONAL AUTHORITIES. THE CONTRACTOR RE: REFER TO: � VACUUM BREAKER °� r °�
SHALL VERIFY WITH THE ARCHITECT IF MODIFICATION OF HIS/HER WORK IS REQUIRED FOR COMPLIANCE. SA SUPPLY AIR C v C
GENERAL NOTES: � � HORIZONTAL CLEANOUT J :C � �
A� 8. ALL WORK OF ALL TRADES MUST BE W STRICT COMPLIANCE, OR EXCEED THE MINIMUM MATERIAL AND METHOD REQUIREMENTS SF SQUARE FOOT(FEET) - � c� � c�
B: i OF THE 2012 INTERNATIONAL BUILDING, MECHANICAL, PLUMBING, FIRE AND 2011 NATIONAL ELECTRICAL CODES, MOST CURRENT �I VERTICAL CLEANOUT U � � �
T.A. THROW-AWAY
NFPA,ALL LOCAL ORDINANCES AND AMENDMENTS AS ADOPTED BY THE TOWN OF VAIL AND MANUFACTURER'S INSTALLATION � � FLOOR DRAIN
APPOMMENDATIONS. IF A CONFLICT BETWEEN THOSE PUBLICATIONS EXISTS,THE MOST STRINGENT REQUIREMENT SHALL TYP TYPICAL � I FLOOR SINK
EXHAUST FAN SCHEDULE UNO UNLESSNOTEDOTHERWISE � ROOFDRAIN
9. SYSTEMS SHALL BE COMPLETE,OPERABLE,AND READY FOR CONTINUOUS OPERATION PRIOR TO ACCEPTANCE BY THE OWNER. VTR VENT THRU ROOF
� STRAINER W/BLOW-OFF VALVE SEAL
FAN MOTOR 10. PROVIDE NECESSARY TRENCHING, BACKFILL, EXCAVATION, SUPPORTS, SAWCUTTING AND PATCHING,CONCRETE/PAVING, ETC., WCO WALL CLEANOUT -
o -D4-� SHOCK ABSORBER �-�CE
ESP AS REQUIRED. BACKFILL TRENCHES IN 6°LAYERS AND TO 90/o COMPACTION AND PATCH TO MATCH EXISTING GRADE. � DIAMETER I , '�'� ��
MANUFACTURER* �S FLOW SWITCH • •.
MARK TYPE CFM SONES S.L. IN ALT IN HP� VOLT/ & MODEL# ACCESSORIES REMARKS 11. REPAIR ALL ACCIDENTAL OR INTENTIONAL DAMAGE TO MATCH EXISTING CONSTRUCTION WITH NO NOTICEABLE DIFFERENCE IN �� p,`
@ � G � CONTINUITY,APPEARANCE OR FUNCTION. H�B HOSE BIBB �: }�
WC) WC� (WATT) PHASE
12. PROVIDE CONCRETE EQUIPMENT PADS BENEATH FLOOR MOUNTED MECHANICAL EQUIPMENT, IN ADDITION TO ANY BASE �'' i_s���r.�
ISOLATORS, FAN ASSEMBLIES REQUIRED OR RECOMMENDED BY THE MANUFACTURER. W�H ��� � .��
EF-1 CEILING 250 2.9 0.2 0.15 84 W 120/1 COOK GC-520 SPEED CONTROLLER, - WALL HYDRANT ��'�1�
B A C K D R A F T D A M P E R 1 3. D U C T S, P I P I N G,A N D C O N D U I T S P E N E T R A T I N G T H R O U G H R O O F S H A L L H A V E R O O F F L A S H I N G C O M P A T I B L E W I T H T H E R O O F I N G �5����t.
SYSTEM. SEE ARCHITECTURAL DRAWINGS. IN THE ABSENCE OF ANY OTHER REQUIREMENTS, PROVIDE SHEET LEAD TYPE
MANUFACTURERS: FLASHING FOR PLUMBING VENTS IN BUILT-UP ROOFS,TALL CONE WITH EPDM BOOT FOR PIPE AND CONDUIT IN SINGLE PLY
� GREENHECK, PANASONIC, PENN MEMBRANE ROOFS,AND CURBED ROOF PENETRATIONS IN ALL TYPES OF ROOF. INSTALLATION SHALL BE WATERTIGHT.
GENERAL NOTES: PLAN SYMBOLS
14. COORDINATE ARCHITECTURAL,STRUCTURAL, MECHANICAL, FIRE PROTECTION, ELECTRICAL, LANDSCAPING,AND CIVIL }J
A: DRAWINGS PRIOR TO INSTALLATION. G I CONTROL PANEUSNOWMELT MANIFOLD � . w
B� I Q THERMOSTAT � �
15. CAREFULLY VERIFY ELECTRICAL SERVICE VOLTAGE AND PHASE AVAILABLE.
Q REMOTE TEMPERATURE SENSOR �
16. PROVIDE'/4'GALVANIZED MESH SCREEN ON ALL COMBUSTION AIR DUCTS OR OPENINGS. ePO I EMERGENCY POWER OFF SWITCH
P U M P SC H E D U L E 17. PROVIDE EXPANSION JOINTS OR LOOPS ON ALL SNOWMELT PIPING RUNS IN EXCESS OF 50 FEET AND IN ACCORDANCE WITH THE W
MANUFACTURER'S RECOMMENDATIONS. �
I I MOTOR '�
MANUFACTURER* 18. FILL SNOWMELT SYSTEM WITH 50% PROPYLENE GLYCOL/WATER SOLUTION. �
MARK SERVICE TYPE GPM TDH (FT) FLUID ' VOLT/ & MODEL# ACCESSORIES REMARKS NOTES � � �
HP PH 19. GRADE AND VALVE ALL SNOWMELT WATER PIPING WITH 3/4"HOSE END VALVES TO PERMIT COMPLETE DRAINAGE OF THE � � O
SYSTEM. VENT ALL HIGH POINTS IN EQUIPMENT ROOMS AS NECESSARY WITH AUTOMATIC AIR VENTS PIPED TO CONVENIENT �
DRAIN. ALL HIGH POINTS IN SYSTEM OUTSIDE OF EQUIPMENT ROOMS WITH COMBINATION AUTOMATIC/MANUAL AIR VENTS AS 1. ALL SYMBOLS,ABBREVIATIONS,AND DESIGNATIONS � � Q �
BOILER GRUNDFOS UPS ON LEGEND SHEET ARE NOT NECESSARILY USED ON � �`''.,
P-1 INLINE 90 20 50%P.G. 1-1/2 208/3 - INITIALLY SET FOR SPEED 3 REQUIRED TO RELIEVE AIR IN THE SYSTEM. � �
UQ INJECTION 50-160/2 THIS PROJECT.
? PROJECT ALTITUDE i � �
� SNOWMELT INTEGRAL VARIABLE 2. THIS DRAWING SET CONSISTS OF DATA GENERATED, IN �
� P 2 CIRC INLINE 35 60 50%P.G. 1 208/3 GRUNDFOS CRE 5 3 CONTROUDRIVE INVERTER DUTY MOTOR p�ZOO' ABOVE SEA LEVEL AND NOTAOT ON CONVENTIONOS OCC RRnING INOTHIS � O �
ry DRAWING SET ARE NECESSARILY DEFINED ON THESE � N
� MANUFACTURERS: LEGENDS. CONSULT THE ENGINEER IN THE EVENT � � O ,��'
� * B&G,TACO OR AURORA EQUIVALENT SYMBOLOGY OR NOTATION INTERPRETATION IS � cv�
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NATURAL AL29-4C, ACID NEUTRALIZaTION I I I 1 I I I I I I I I I I I I I I I I I O O O O O O O O O O O O
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MANUFACTURERS: (E)CONCRETE PANEL JOINT, I I I I I I I I I I I I I I ( I I I ISSUED FOR:
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LOCHINVAR,VIESSMANN OR BUDERUS No. DATE COMMENT
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m B� � II II II II I II II II II 1 I 3 1-27-14 PERMITSET
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� SENSIBLE MANUFACTURER* JOINTS INFORMATION. I I I I I( I ( I I I I I I I I I I I I I OUTSIDE OF AND AROUND
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PROJECr No. DATE
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� � I I I MATCH LIONSHEAD WELCOME CENTER PROJECT AND AS PPROVED � � :� �
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I I MANUFACURER'S MANIFOLD ASSY. � � ed �p
L__ __J SHALL ENABLE AND OSA MOTORIZED DAMPER SHALL OPEN. CONVERSELY, �y �
------ — UPON A DROP IN TEMPERATURE BELOW SETPOINT PLUS DIFFERENTIAL, FAN UPON A DECREASE IN SPACE TEMPERATURE BELOW SETPOINT PLUS Q I_ N a � � Q C � �C
SNOWMELT TUBING. LOOP QUANTIITY AND HEATING ELEMENT SHALL ENERGIZE.CONVERSELY, UPON A RISE IN DIFFERENTIAL, EXHAUST FANS SHALL DISABLE AND OSA MOTORIZED DAMPER = � _ m C1 = 'C �; 'C
AS REQUIRED. TEMPERATURE ABOVE SETPOINT PLUS DIFFERENTIAL, FAN AND HEATING SHALL CLOSE. Z () Z W � j U � W �
� � ELEMENT SHALL BE DE-ENERGIZED. CC Q � C O WC � J �
� �
� Q J � N � C m W m
TOPIPINGMAINS EXHAUST FAN AND MAKEUP AIR
THERMOSTAT CONTROL SCHEMATIC Z
UNIT HEATER CONTROL SCHEMATIC � °
2 SCALE: NONE � N
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SNOWMELT MANIFOLD PIPING DIAGRAM � � �
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1 T SMR 3"
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SMR 4" �SMR SEAL
UPON A CALL FOR HEAT FROM A SPACE MOUNTED THERMOSTAT,THE }-�CE �
ELECTRIC HEATING ELEMENT SHALL BE ENERGIZED.CONVERSELY,WHEN A SMS 4" 1 T � P 2 DPT . ,�--_ �.�
— . .
CALL FOR HEAT IS NO LONGER PRESENT,THE HEATING ELEMENT SHALL SMS — �'
DE-ENERGIZE AND FAN SHALL DISABLE. TE t�; p';
r--------1 . �
HEATERS ARE NOT INTENDED TO BE ON THE DDC SYSTEM. � SMS—►-3" � TO TOV SNOWMELT � : ��}�
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� D VFD � '
L--------J '�`..._.-'��i,�
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C 0 N T R 0 L S C H E M AT I C P-1 AIR SEPARATOR,
4 O SPIROVENT, OR AI AI AI
EQUIVALENT. ,
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g_� GLYCOL FEEDER DESIGN INTENT IS FOR TEKMAR 090 SENSOR �
TO BE DIRECTLY CONNECTED TO BCS
GF-1. WITHOUT INTERMEDIATE TEKMAR CONTROL �
EQUIPMENT. CONTRACTOR OPTION TO
ti
I � PROVIDE INTERMEDIATE EQUIPMENT AS A � �
DEDUCT ALTERNATE. � � O �
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Q � - - TEKMAR 090 � � �
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�j EXPANSION TANK,TACO CBX-XXX, hn
SNOW SENSOR � � � �
� OR EQUIVALENT. � V� O �.�t
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� THE SYSTEM SHALL BE SETUP FOR BASIC OPERATION TO RUN IN BOTH AN ON/OFF MODE AND AN IDLING MODE. WHILE THE SYSTEM IS IN BASIC OFF � �
� MODE,THE SYSTEM OPERATOR SHALL BE ABLE TO SELECT SPECIFIC USER IDENTIFIED ZONES TO OPERATE IN IDLING MODE. THE SYSTEM OPERATOR � �
� SHALL BE ABLE TO EASILY SWITCH BETWEEN IDLING AND MELTING MODES. THE SYSTEM SHALL MONITOR STATUS OF ALL SYSTEM EQUIPMENT AND CONTROLS POINTS LIST � U
� TEMPERATURES AT ALL ZONE AND SYSTEM TEMPERATURE SENSORS AS WELL AS THE OUTDOOR AIR TEMPERATURE. THE SYSTEM SHALL MONITOR AND �
V ANALOG BINARY SYSTEM FEATURE
m RECORD OVERALL ENERGY CONSUMPTION(IN BTU'S)BASED ON MAIN SNOWMELT SYSTEM SUPPLY/RETURN WATER TEMPERATURE DIFFERENCE AND INPUT OUTPUT INPUT OUTPUT ALARMS PROGRAMS � �J
PUMP P-2 OPERATION.THE SYSTEM SHALL MONITOR AND LOG THE RUN TIME OF THE BOILER. �
� U
� = o
� SMS SETPOINT SHALL BE MAINTAINED BY STAGING ON/OFF BOILERS IN SEQUENCE.ALL BOILERS SHALL MODULATE AND OPERATE VIA MANUFACTURER'S � o � O
� CONTROLS TO PROVIDE SMS SETPOINT. PROVIDE ROTATIONAL SEQUENCING OF LEAD/LAG BOILERS/PUMPS FOR EQUAL RUN TIME. " � � _
� SYSTEM POINT W � � o N W w O � Q � y NOTES •
DESCRIPTION w ? w " w � p � W �' > w LL rn > � �
� A SNOWMELT MOISTURE/TEMPERATURE SENSOR(TEKMAR 090 OR EQUIVALENT)SHALL BE LOCATED IN THE SNOW MELTED AREA AS SHOWN ON PLAN. � o � � � " � _ � 0 0° W Z c� W � �
"a U a � � A O � w � � w Q a O 3 LL � F �
WHEN THE SENSOR INDICATES THE OUTSIDE AIR TEMPERATURE BELOW 37°F ADJ. AND MOISTURE PRESENT,THE SYSTEM SHALL OPERATE IN PRIMARY N o � W = E Z a a W w � �n `-� "' �' ° a LL J a a
y W F O �- O > Q O � O J
� MELTING MODE AND THE SNOWMELT CONTROLLER SHALL PROVIDE A SIGNAL TO ENABLE SNOWMELT CIRCULATION PUMPS P-2. MAINTAIN SNOW MELT " a � _ ? _ � y N y �, o � � � ' W o = � � ° > N "Q o
2 W N H R' LLl > 7 d. ] � N U O J J H O LL N ❑ ❑ ` F
� a � � W J = 7 � K G � H I- W F- W � N a W U Q = a = O Q W W Q H
o SUPPLY WATER TEMPERATURE AT SETPOINT OF 140°F(ADJ.)AND A SLAB TEMPERATURE OF 40°F(ADJ)BY ENABLING THE SNOWMELT BOILER B-1 AND THE � z w � w ; 3 � a w LL o � � d � � g o ° a o z �3 ° �? � � � � w o ISSUED FOR:
� A S S O C I A T E D I N J E C T I O N P U M P P-1 P U M P A N D B O I L E R S H A L L B E O F F W H E N A C A L L F O R M E L T I S N O L O N G E R P R E S E N T. � a � a � x r m c� a c> o m N LL w � a � �n o � w x LL x o �n � i- � �
� ^..,,
� B-1 ENABLE/DISABLE X X NO. DATE CV�Y�ENT
Q WHEN THE SENSOR INDICATES THE OUTDOOR AIR TEMPERATURE BELOW 37°F(ADJ)BUT NO MOISTURE PRESENT,SYSTEM SHALL OPERATE IN
SECONDARY IDLING MODE AND THE SNOWMELT CONTROLLER SHALL PROVIDE A SIGNAL TO ENABLE SNOWMELT CIRCULATION PUMP. MAINTAIN SNOW B-1 STATUS x x x x x � �2-2-�3 DESIGN DEVELOP
U B-1 ALARM X X X X
W MELT SUPPLY WATER TEMPERATURE AT SETPOINT OF 110°F(ADJ.)AND A SLAB TEMPERATURE OF 28°F(ADJ)BY ENABLING THE SNOWMELT BOILER B-1 2 12-30-13 50%CD
AND THE ASSOCIATED INJECTION PUMP P-1. sMRTeMPeanruRe x x x x x x
(� SMS TEMPERATURE X X X X X X 3 1-27-14 PERMIT SET
m
-a MAINTAIN DIFFERENTIAL PRESSURE AT SETPOINT BY RAMPING UP AND DOWN THE PUMP'S VFD. STATIC DIFFERENTIAL PRESSURE SETTING TO BE BASED P'ZSPEED x x 4 2-12-'I4 BID/PERMIT SET
(6 P-2 ENABLE/DISABLE X X
U ON FEEDBACK FROM THE BALANCE CONTRACTOR. r-z sTnrus x x x x x 5 2-20-14 ADDENDUM NO. 'I
c
� SM DIFFERENTIAL PRESS. X X X X X 6 3-3-14 ADDENDUM NO.Z
�� PROVIDE A MANUAL OVERRIDE SWITCH WITH A SIX HOUR(ADJ.)TIMER TO CYCLE THE SYSTEM FOR ICE CLEARING.
OSATEMPERATURE X X X X 7 3-2&14 I.F.C.
� SLABTEMPERATURE X X X X
� PROVIDE BOILER SHUTDOWN SWITCH LOCATED AT BOILER ROOM EXIT DOORS.SHUTDOWN SYSTEM SHALL COMPLY WITH ASME-CDS-1. DIVISION 23 SLAB MOISTURE x x x x
� CONTRACTOR SHALL PROVIDE THE SWITCH AND ALL REQUIRED CONTROL WIRING. ALL WIRING SHALL BE IN CONDUIT. A CLEAR POLYCARBONATE HINGED
� COVER SHALL BE PROVIDED TO PREVENT ACCIDENTAL OPERATION OF SWITCH. SWITCH SHALL HAVE ENGRAVED NAMEPLATES TO IDENTITY SWITCH AS SENSOR HEATER x x x
o "BOILER EMERGENCY SHUTDOWN". DIVISION 23 CONTROLS CONTRACTOR SHALL COORDINATE WITH DIVISION 26 FOR SAFE SHUTDOWN OF BOILERS. P-'E"AB�E�°'sas�e x x
P-1 STATUS X X X X X M E C H A N I CA L
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� DIAGRAMS
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W
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L
� 1.THE ABOVE LIST DOES NOT NECESSARILY REPRESENT ALL POINTS REQUIRED FOR THE PROJECT.
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� SNOWMELT BOILER PLANT PIPING CONTROLS SCHEMATIC 9419.00 ►vtar. 2s, 20�4
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� SCALE: NO SCALE g EAU DI N DRAWN BY CHK BY TRV BY
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oConsulting Engineers, Inc. SHEEf No.
� � COPYRIGHT 2013 ��
� Denver: (303) 278-3820 project No:9419.00
� Vail: 970 949-6108
6� Fort Collins: (970) 221-5691
iA Albuquerque: (505)323-9070
� Jackson: (307)739-3944 $U1�E: qS SHOWN
�� www.bece.com
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SNOWMELT MANIFOLD SCHEDULE NOTES :
1. REBALANCE(E)TOV SNOWMELT CIRC PUMPS IN FRTB
MECH ROOM TO ACCOMMODATE ADDITIONAL LOAD.
APPROX ESTIMATED# MAX LOOP 2. REBALANCE(E)TOV SNOWMELT ZONES SERVED BY r ` O
ZONE DESCRIPTION AREA GPM PRESSURE ACCESSORIES REMARKS FRTB PLANT(LIONSHEAD WELCOME CENTER, FRTB, V
OF LOOPS EAST MALL PLAZA, ETC. TO MAINTAIN ORIGINAL W
I (SQ. FT.� LOSS (FT) DESIGN CONDITIONS AS NEEDED. PRE-TAB(E) �
SNOWMELT PUMPS AND MANIFOLDS/ZONES FOR ~
� CURRENT FLOW RATES AND PRESSURE DROP. �?
LR1 LOWER RAMP 335 2.75 3 2.4 - - (� � p
3. (E)CONTROLS SEQUENCE TO REMAIN AT FRTB BOILER W C� W �
PLANT SERVING THIS SCOPE. Z � � �
� Z = � �
4. WHEN THE MOISTURE/TEMP SENSOR INDICATES THE Q Z � � �
OUTSIDE AIR TEMPERATURE BELOW 37°F(ADJ.)AND � 4 W uy
GENERAL NOTES: MOISTURE PRESENT,THE CONTROL VALVE SHALL V J � •� �
OPEN AND THE(E)HEATING SYSTEM SHALL OPERATE � _ � v
A: 6"O.C.TUBE SPACING,250FT MAX LOOP LENGTHS. IN PRIMARY MELTING MODE,SIMILAR TO(E) O � V ;� �
B: LOOPS INSTALLED IN COUNTERFLOW/REVERSE-RETURN LAYOUT CONTROLS FOR(E)ZONES. MAINTAIN A SLAB (� � � id �
TEMPERATURE OF 40°F(ADJ).WHEN THE SENSOR (� � Q V Q J N N
INDICATES THE OUTDOOR AIR TEMPERATURE BELOW � � a L� V � J �
37°F(ADJ)BUT NO MOISTURE PRESENT,SYSTEM W Q � ed �p Z V (� (�
� o - SHALL OPERATE IN SECONDARY IDLING MODE, � �� -� M Q c � ,�
1 � 3 4 5 06 7 8 � SIMILAR TO(E)CONTROLS FOR(E)ZONES. MAINTAIN A � = Q d m � _ :D .D
� �� BOI E RE HA LABE RFFOANDoFON�TR PL VALVEND HALL � V Z W � � W � � �
! ' 3" 5 SMR s o C o (s)s p� � c o C � J �
i , � 3° 5�� SMS BE CLOSED WHEN A CALL FOR MELT IS NO LONGER ¢ Q � � y Cv0 ` m W m
q i- � J —. � , `�.�— —. � � � PRESENT.
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SEAL
/4"SMS/R TO SNOWMELT MAINIFOLD#LR1, INSTALLED AT f�AMP WALL. � }_�CE
OUTE SNOWMELT TUBING LOOPS FROM MANIFOLD THRU�WALL AND(N) - �`
OPPING SLAB OF DECK/RAMP ASSEMBLY.LOOPS SHALL BIE CONTAINED � •� • �" '�
ITHIN A DECK PANEL AND A OID BEING ROUTED ACROSSI PANEL JOINTS, � �y
F POSSIBLE.TUBING LOOP P�IR(S/R)THAT MUST CROSS RANEL JOINT (A �� '�
HALL ONLY CROSS ONCE; R' :A AND B/M1 FOR ADDITION L INFORMATION. ;''' � `�ar�
UBING SHALL BE ROUTED A OUND EXPANSION JOINTS; R�FER TO TUBING tD��t
ONE WAY ANUFACTURER'S INSTALLA �ION REQUIREMENTS FOR INSTALL AT JOINTS. ,
.
- �sS�����-��
B.7 � � �I � I
� i CONNECT(N)3/4"SMS/R TO(E)MAINS
(N)3/4"S S/R UP. , BELOW TOP DECK AND ROUTE TO(N)
SNOWMELT MANIFOLD.
I I
OISTURE/TEMP SENSOR, o o �
� _ EKMAR 090 OR EQUAL � � I I I I I� � ►/�
� V I
° �� _ � _ _ ,_� � <,
' - � �--, 4�
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�3/4" SMS �
RAM P �_,
RAMP . DWN , i I- �P_ .... I I I W
DOWN DOWN � � z �
� O U T E P I P I N G T I G H T T O B O T T O M � i I I Q O I � � �
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� 1 12-2-13 DESIGN DEVELOP
Ui. — _ �� / ; R�C EXIST -�I 2 12-30-13 50%CD
m � , I (�� � 3 1-27-14 PERMIT SET
-� �� — ; - 4 2-12-14 BID/PERMIT SET
v �, � � 5 2-20-14 ADDENDUM NO. 1
� 6 3-3-14 ADDENDUM NO.2
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(970) 949-6108 COPYRIGHT 2013 ��
� � � Project No:9419.00
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� PARKING GARAGE MECHANICAL PLAN PARKING GARAGE MECHANICAL PLAN Albuquerque: (505)323-9070
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� Jackson: (307)739-3944 $U1�E• qS SHOWN
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� SCALE: 1/16" = 1'-0" SCALE: 1/16" = 1'-0"
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; ABBREVIATIONS LIST DESIGN CRITERIA STRUCTURAL DRAWING LIST . �
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�� SYMBOL DESCRIPTION SYMBOL DESCRIPTION SYMBOL DESCRIPTION 1. CODES AND STANDARDS: Z W
� 1 A. G E N E R A L D E S I G N S H E E T N U M B E R S H E E T T I T L E E-
XXX'-XX" - INTERNATIONAL BUILDING CODE 2012 WITH 2O12 TOWN OF VAIL AMENDMENTS S001 NOTES " Z
� E L E V A T I O N C A L L O U T �� S E R V I C E L O A D P R O V I D E D F O R CXX ---- COLUMN SIZE OR MARK � , W
� S 0 0 2 N O T E S W C� � �
c S P E C I A L T Y D E S I G N E R 2. S E I S M I C L O A D S Z � � �
J ����,,� STEP - - - - - SEISMIC DESIGN CATEGORY= B S004 QUALITY ASSURANCE Q z f- � �
w S003 QUALITY ASSURANCE - o M
WELDED-WIRE REINFORCEMENT STEEL BEAM - � z U M �
RISK CATEGORY- II Q w �' ;
a, - EARTHQUAKE IMPORTANCE FACTOR le = 1.0 S100 OVERALL PLAN (� � ~ �� �
� �,��`��� SLOPE �� SECTION OR � BEAM SIZE - M A P P E D S P E C T R A L R E S P O N S E A C C E L E R A T I O N, S s= 0.2 5 6 ' U o
S 1 0 1 L E V E L 1 P A R K I N G M O D I F I C A T I O N S O
o X D E T A I L C U T OOO(-)O( ) W � � Q
�; - MAPPED SPECTRAL RESPONSE ACCELERATION, S1= 0.073 � � (n � Q � �
� 1� K E Y N O T E � � - D E S I G N S P E C T R A L R E S P O N S E C O E F F I C I E N T S D s = 0.2 0 5 (n � w �o Q � � �
o � SHEET NUMBER � EL OF T/STEEL _ ' 10 ENTRY CANOPY PLANS U a o � � U cv Q c�
L � D E S I G N S P E C T R A L R E S P O N S E C O E F F I C I E N T, S D 1 = 0.0 8 2 Q Q a� � � � U �
a _ S104 ENTRY CANOPY PARTIAL PLANS W U o �- '
�j SUBGRADE X � _ _ m �, _ � i- �
�_� ELEVATION CUT SOIL SITE CLASS = C �-- � a co � z c � c
DECK TYPE - BASIC STRUCTURAL SYSTEM: CANTILEVERED COLUMN SYSTEM S300 TYP CONCRETE DETAILS o W � ^ � c� �
I I I I � � WS�� - STRUCTURAL SEISMIC LATERAL SYSTEM: STEEL ORDINARY CANTILEVERED COLUMN SYSTEM S301 PARKING MODIFICATION DETAILS z � Q o � � w � w �
S H E E T N U M B E R - R E S P O N S E M O D I F I C A T I O N F A C T O R, R= 1.2 5 Q Q � � c n `. � m w m
� S302 �PARKING MODIFICATION DETAILS
�� DECK SPAN DIRECTION - S E I S M I C R E S P O N S E C O E F F I C I E N T, C s= 0.1 6 4 S303 PARKING MODIFICATION DETAILS �
- SYSTEM OVERSTRENGTH FACTOR, OMEGA= 1.25 `" "
�X DRAWING REVISION NUMBER X NEW GRID LINES - DESIGN BASE SHEAR- 31 KIPS S310 ENTRY CANOPY FOUNDATION DETAILS � � �
SEISMIC ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE PROCEDURE S311 ENTRY CANOPY FOUNDATION DETAILS o Q � �
CURRENT REVISION CLOUD S315 �ENTRY CANOPY WALL DETAILS W � `� J
EXISTING GRID LINES 3. WIND LOADS � °� ° � ? o �
CAST-IN-PLACE CONC X _ S320 ENTRY CANOPY ROOF DETAILS � � r
RISK CATEGORY= II �� � � � � � �
- BASIC ULTIMATE WIND SPEED Vult= 115 MPH S321 ENTRY CANOPY ROOF DETAILS � _ � � � w � �
- BASIC NOMINAL WIND SPEED Vasd = 90 MPH � � o o � ° o �
- EXPOSURE CATEGORY= B m o x � �
- I N T E R N A L P R E S S U R E C O E F F I C I E N T A T B O I L E R/C O U N T R O O M, G Cpi = +/- 0.1 8 = � Q � � �
A B B R E V I A T I O N S L I S T D R A W I N G R E L E A S E N O T E S: �? , � �
4. DESIGN WIND PRESSURE FOR COMPONENTS AND CLADDING AND ELEMENTS DESIGNED BY THE � � N � Q
@ At (E) or Existin g k Ki p PSI Pounds Per S quare Inch CONTRACTOR PERMIT/BID - DRAWINGS ARE ISSUED FOR PERMITTING AND BIDDING. DRAWINGS ARE NOT w m X � � �
ACI American Concrete Institute E X I S T - P R E S S U R E S L I S T E D B E L O W A R E U L T I M A T E B A S E D O N A 1 0 S F E F F E C T I V E W I N D A R E A. F I N A L I S S U E D F O R D E T A I L I N G. � m � N �
E-W East-West CALCULATIONS TO BE COMPLETED BY CONTRACTOR ADDENDUM#1 - REVISIONS TO BID SET. DRAWINGS ARE NOT ISSUED FOR DETAILING. � w o
ADDNL Additional L Length or Live Load QTY Quantity o �
AESS Architecturally Exposed EA Each LB(S) Pound(s) - COUNT ROOM WINDOWS (INWARD/OUTWARD) = 32 PSF IFC- DRAWINGS ARE ISSUED FOR CONSTRUCTION. � a � � � �
� � �
Structural Steel EC Epoxy Coated LCE Compression Embedment R Radius or Rain Load 5. LATERAL LOAD RESISTING SYSTEM DESCRIPTION: °� v °�
ALT Alternate EE Each End LCS Compression Lap Splice RE: or REF Refer to (Reference) - PLYWOOD ROOF DIAPHRAGM SPANNING TO CANTILEVERED STEEL COLUMNS. � �� � ��
APA American PI ood EF Each Face � `� � `�
YW LDH Hook Development Length REINF Reinforce(ing)(d)(ment) v � v� �
Association EJ Ex ansion Joint 6. GRAVITY LOADS
p LG Length REQD Required
APPROX Approximate EL Elevation LL Live Load REQT(S) Requirement(s) 6A. SEE GRAVITY LOADS TABLE ��
ARCH Architect or Architectural EMBED Embedded LOC(S) Location(s) or Locate RET Return 68. DRIFTING, SLIDING AND UNBALANCED SNOW �O��DAT10N �OTES
�_ � � ..,, ; , ,�::
EN Edge Nail LONG Longitudinal RO Rough Opening - GROUND SNOW LOAD = 147 PSF :������� � �4�� ���•,
B/or BO Bottom of � ��� s� �,� �3...
ENGR Engineer LSL Laminated Strand Lumber - SNOW EXPOSURE FACTOR Ce = 0.9 :::''�� .�, �� .�� ...
1. DESIGN CRITERIA: ���� � `� �`�` "'�� ` �` ��
BAL Balance EOR En ineer-of-Record - THERMAL FACTOR Ct= 1.2 ���: �:?�� �= ry:a� ��::.:
9 LTE Tension Embedment S South - SNOW LOAD IMPORTANCE FACTOR Is = 1.0 1A. THE GEOTECHNICAL REPORTS NUMBER GS05820-145 DATED DECEMBER 23 2013 AND NUMBER -
BD Board EQ Equal LTS Tension Lap Splice Length SC Slip Critical GSO4403-125, DATED FEBRUARY 21, 2005 PREPARED BY CTL THOMPSON, INC., AND NUMBER 09-035 -� �. ����� _� �-
9 E Q S P E ua l l S ace d - FLAT ROOF SNOW LOAD Pf= 120 PSF
BL Brick Led e .::. � �:. .r� �..:.
q Y P LVL Level or Laminated Veneer SCHED Schedule DATED DECEMBER 3, 2009 PREPARED BY KOECHLEIN CONSULTING ENGINEERS, INC., PROVIDED -�� :.. � � #�..:::�:
BLDG Building ES Each Side Lumber CRITERIA FOR THE FOUNDATION DESIGN FOR THE PROJECT. T:'��;,: ���- �� ,�-�
SECT Section �� � :�
B L K G B l o c k i n g E W E a c h W a G R A V I T Y L O A D S T A B L E � `�
Y SIM Similar � ������� `
BM Beam EXP Ex ansion MAS Masonr LIVE LOAD PARTITION POINT LOAD 2. F O O T I N G S: 04/09/2014
p Y SOG Slab on Grade LOCATION DEAD LOAD PSF LIVE LOAD PSF REDUCTION LOAD PSF LB - FOOTINGS SHALL BEAR ON A MINIMUM THICKNESS OF 4 FEET OF STRUCTURAL FILL
BN Boundary Nail EXP ANCH Expansion Anchor MATL Material SP Space(s) � � � � � � � � - MAXIMUM TOTAL LOAD SOIL BEARING PRESSURE ON STRUCTURAL FILL =2500 PSF
BOS Bottom of Steel EXT Exterior MAX Maximum ENTRY CANOPY 30 (INCLUDES 9 120 MIN UNIFORM � No -- -- �+
SP @ Space at ROOF ROOFING LOAD) LOAD, SEE NOTE - MAXIMUM TOTAL LOAD SOIL BEARING PRESSURE ON NATIVE SAND OR GRAVEL = 5000 PSF � �
BOT or B Bottom MECH Mechanical SPECS Specifications 6B FOR SNOW - ULTIMATE COEFFICIENT OF FRICTION TO RESIST LATERAL LOADS = 0.4
BRG Bearing FLG Flange MEP Mech/Elect/Plumb SS Stainless Steel LOADS � �
BTWN Between FLR Floor MIN Minimum SSD Saturaded Surface Dry BOILDER ROOM 15 20 Yes __ __ 3. FOUNDATION WALLS: �
FND Foundation MISC Miscellaneous ATTIC 3A. EQUIVALENT FLUID PRESSURES USED FOR WALL DESIGN: �
STD Standard - "ACTIVE" CONDITION = 40 PCF
CC Center to Center FO Face of ML Micro-Lam STIFF Stiffener EXISTING GARAGE 143 40 Yes � -- 3000 - "AT REST" CONDITION = 60 PCF �
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CIP Cast-In-Place FS Far Side MTL Metal STL Steel (SECOND LEVEL) - "PASSIVE" CONDITION = 300 PCF � �
CJ Control Joint FT Foot or Feet EXISTING GARAGE 180 105 No -- 3000 � O ��
STR Structural THIRD LEVEL �� o
CL Centerline FTG Footing N North SYM Symmetrical � � 3B. WALL DESIGN BASED ON STRUCTURAL BACKFILL ADJACENT TO FOUNDATION WALLS. SEE 0
CLMS Ceiling/Light/Mechanical/Su FV Field Verify N-S North-South (NOTE 1) GEOTECHNICAL REPORT FOR REQUIREMENTS. � � a �
erim osed Load � � �
p p NO or# Number T Top or Thermal Load NOTES: � O �
CLR Clear 1) THE THIRD LEVEL DECK OF THE PARKING GARAGE STRUCTURE CAN SUPPORT A MAXIMUM WHEEL �
GA Gage or Gauge NOM Nominal T&B Top and Bottom � O �
COL Column GALV Galvanized NS Non Shrink or Near Side LOAD OF 8000 POUNDS, WHICH EQUATES TO A MAXIMUM AXLE LOAD OF 16,000 POUNDS AND A c�
T/or T.O. Top of MAXIMUM GROSS WEIGHT OF 16,000 POUNDS FOR A 2-AXLE TRUCK OR 32,000 LBS FOR A 3 AXLE -1--� �
CONC Concrete GL Glu-lam NTS Not To Scale o � U �
TOC Top of Concrete TRUCK. THESE MAXIMUM LOADS CORRESPOND TO 50/o OF AN AASHTO H-20 OR HS-20 TRUCK, ,�
CONN Connection GR BM Grade Beam NWC Normal Wei ht Concrete O J
CONST Construction g TOF Top of Footing RESPECTIVELY. N
TOS Top of Steel � � Q �
CONT Continue or Continuous � �"
HAS or Headed Anchor Stud OC On Center TOW Top of Wall � � o
CONTR Contractor HDAS �
COORD Coordinate OD Outside Diameter TYP Typical � o
HD Headed or Holdown oH Opposite Hand D E F E RRE D S U B M ITTALS ♦^ � �
CSJ Construction Joint HDAR Headed Anchor Rod OPNG 0 enin v,
CTR D Center ed p g ULT Ultimate �+
� ) � ) HDG Hot Dipped Galvanized OPP Opposite UNO Unless Noted Otherwise 1. GENERAL: � �
HK Hook OVS Oversized 1A. THE FOLLOWING PORTIONS OF THE STRUCTURAL DESIGN WILL NOT BE SUBMITTED AT THE TIME
d Penny HORIZ Horizontal Vasd Service Level/Nominal OF PERMIT APPLICATION. WHEN RECEIVED AND REVIEWED, THESE DEFERRED SUBMITTAL ITEMS . � O
D or DL Dead Load HT Height / Per Design Wind Speed SHALL BE SUBMITTED TO THE BUILDING OFFICIAL BY THE CONTRACTOR: � �
� DAS Deformed Anchor Stud HVAC Heating-Ventilating and A/C PC Precast VERT Vertical - FABRICATED WOOD I-JOISTS
Q - FALL ARREST SYSTEM
a, DBL Double PCA Portland Cement VIF Verify in Field �ssuEO FoR:
�° DIA or� DIaIl12t2C' No. DATE COMMENT
I.F. Inside Face Association Vult Ultimate Design Wind Speed I
,� DIM Dimension ID Inside Diameter PEN Penetration 12-02-13 DD
� DN Down IN Inch PERP Per endicular 12-30-13 50°0%CD
� p W� Wlth 01-27-14 90%CD
° DT Precast Double Tee INT Interior PG Plate Girder W/0 Without 02-12-14 BID/PERMIT
° DTL S Detail s 4 03-28-14 iFc
Y � � ) � ) IT Precast Inverted Tee Beam PL Plate (Steel) WD Width or Wood
DWG(S) Drawing(s) PLF Pounds Per Lineal Foot
� . - WF Wide Flange
U' °w DWL(S) Dowels(s) JST Joist PRELIM Preliminar
�,; � Y WP Working Point or
„� � JT Joint PSF Pounds Per Square Foot Waterproofing
� W WT Weight
w Q WWR Welded Wire Reinforcement NOTES
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WxH Width x Height
PROJECT No. DATE
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; GENERAL NOTES CONCRETE NOTES WOOD NOTES . �
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YI 1. GENERAL: 1. GENERAL: 1. LAMINATED MEMBER SIZES: Z �
� 1A. ENGINEER: REFERENCES ON THE STRUCTURAL DRAWINGS TO `ENGINEER' MEAN THE STRUCTURAL ENGINEER OF CONCRETE MIX TABLE _ W
� , „ „ 1A. ALL WORK SHALL CONFORM WITH ACI 301, LATEST EDITION, UNLESS NOTED OTHERWISE IN = 1A. LVL AND GLU-LAM SIZES SHOWN ARE NET. OTHER MEMBER SIZES ARE NOMINAL. E-
� RECORD. OTHER ENTITIES ARE SPECIFICALLY NOTED AS CONTRACTOR S ENGINEER , MECHANICAL ENGINEER , DRAWINGS OR PROJECT SPECIFICATIONS. �' � � Z
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� ETC. J � W � 2. FRAMING LUMBER: � �j W o
c 18. DETAIL BARS IN ACCORDANCE WITH THE LATEST EDITIONS OF PUBLICATION SP-66: "ACI 'i � z p � 2A. DRY(19% MAXIMUM MOISTURE CONTENT AT THE TIME OF INSTALLATION) DOUGLAS FIR- W z � � a�o
w 18. THESE NOTES SUPPLEMENT THE SPECIFICATIONS, WHICH SHALL BE REFERENCED FOR ADDITIONAL DETAILING MANUAL"WITH ADDED REQUIREMENTS OF THE PROJECT SPECIFICATION AND ACI 318: = � � z ° ` ' ° "'
cn z z .. z LARCH WITH MINIMUM DESIGN VALUES BASED ON THE 2012 NDS. SEE FRAMING LUMBER TABLE Z U M �
J REQUIREMENTS. "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE." Y � „� � N FOR MINIMUM GRADES. Q Q w �' ;
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a' 1C. UNDERGROUND UTILITIES: LOCATE EXISTING UTILITIES AND NOTIFY ARCHITECT OF EXISTING UTILITIES OR 2. REINFORCING MATERIALS: _ = Z w ' w � � = o X
� � - 28. BEAMS AND STRINGERS USED WITH CANTILEVERS OR CONTINUOUS SPANS SHALL BE Q U
o SUBGRADE CONDITIONS WHICH INTERFERE WITH WORK. 2 A. S E E `R E I N F O R C I N G M A T E R I A L S T A B L E' '�'� � w o a Z � W � � Q
M a z � � o G R A D E D T O P R O V I D E T H E S P E C I F I E D A L L O W A B L E S T R E S S E S O V E R T H E E N T I R E M E M B E R (n � Q v �
0 1D. STRUCTURAL ELEMENTS ARE CENTERED ON GRID LINES AND GRID LINE INTERSECTIONS UNLESS DIMENSIONED 3. REINFORCING FABRICATION: � X � W � � � � W LENGTH. (n U wa � � � U � Q �
� 3A. SPLICES: v Q v � Q u, 3. FABRICATED LUMBER: �-- a co � Q .c � c
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a OTHERWISE. � � � � � � � W U o � CO � - �
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NO SPLICING OF REINFORCEMENT PERMITTED EXCEPT AS NOTED ON DRAWINGS. MAKE BARS o � o � � 3A. FABRICATED LUMBER DESIGNATIONS ARE THOSE MANUFACTURED BY iLEVEL. o - � v c� �
2. EXISTING STRUCTURES: C O N T I N U O U S A R O U N D C O R N E R S. W H E R E P E R M I T T E D, S P L I C E S M A Y B E M A D E B Y C O N T A C T L A P S. c� INTENDED USE �, � � I � ° o Z v z W � n w a w c�
2A. CONTRACT DOCUMENTS HAVE BEEN PREPARED USING AVAILABLE DRAWINGS AND SITE OBSERVATION AS � � 1 F O O T I N G S 4 N W C -- � 1 -- -- Q Q a ° v� � � m w m
- S E E L A P S P L I C E S C H E D U L E F O R L A P L E N G T H S. I 3 8. F A B R I C A T E D L U M B E R I S D E S I G N A T E D O N T H E D R A W I N G S A S O N E O F T H E F O L L O W I N G: T J I
P E R M I T T E D B Y A C C E S S R E S T R I C T I O N S D U R I N G D E S I G N. 2 GRADE BEAMS, FND 4.5 NWC 0.45 3/4 6 MSS, MCI JOISTS, MICROLLAM (LVL).
38. MISCELLANEOUS REINFORCING REQUIREMENTS: WALLS, PILASTERS, z � � �
28. DURING CONSTRUCTION, THE CONTRACTOR MAY ENCOUNTER EXISTING CONDITIONS WHICH ARE NOT NOW KNOWN _ PROVIDE ADDITIONAL BARS OR STIRRUPS REQUIRED TO SECURE REINFORCING IN PLACE DURING RETAINING WALLS 3C. THE MANUFACTURER SHALL PROVIDE WEB STIFFENERS ON I-JOISTS, END BLOCKING, � = Q
OR ARE AT VARIANCE WITH PROJECT DOCUMENTATION. CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ALL CONCRETE PLACEMENT. 3 EXTERIOR SLABS ON 5 NWC 0.40 3/4 � 6 MSS, MCI BRIDGING, AND ERECTION BRACING AS REQUIRED. SEE"DESIGN CRITERIA" FOR DESIGN DEAD o Q � �
CONDITIONS NOT PER THE CONTRACT DOCUMENTS. EXAMPLES INCLUDE: - MAKE ALL REINFORCING BAR BENDS IN THE FABRICATOR'S SHOP UNLESS NOTED. AND LIVE LOADS. W o � o � „ a
- SIZES OR DIMENSIONS OTHER THAN THOSE SHOWN � GRADE, GARAGE SLABS
NO WELDING OF REINFORCING PERMITTED UNLESS NOTED ON DRAWINGS. WHERE PERMITTED, ON GRADE GARAGE � 0° ° � ? '� 4
- DAMAGE OR DETERIORATION TO MATERIALS AND COMPONENTS PERFORM WELDING IN ACCORDANCE WITH AWS D1.4, LATEST EDITION. � 3D. FABRICATED LUMBER SHALL BE DRY. � � � � � °� �
- CONDITIONS OF INSTABILITY OR LACK OF SUPPORT TOPPING SLABS, � c� � � Q w � �
PROVIDE ADDED REINFORCING TO TRIM ALL OPENINGS, NOTCHES, AND REENTRANT CORNERS GARAGE BEAMS o � b w �
- ITEMS NOTED AS EXISTING ON THE DRAWINGS BUT NOT FOUND IN THE FIELD � � � o o � U o �
AS NOTED IN TYPICAL DETAILS. 4 INTERIOR SLABS ON 3.5 NWC -- 1 � NP __ 3E. SEE FABRICATED LUMBER TABLE FOR MINIMUM PROPERTIES (AT NORMAL LOAD m � � � �
2C. PREPARE DIMENSIONAL DRAWINGS OF ALL DISCOVERED ITEMS. , GRADE DURATIONS). a o x � �
4. STRUCTURAL CONCRETE MIX REQUIREMENTS: _ � Q � � �
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4 A. S E E `C O N C R E T E M I X T A B L E' C ON CRETE MIX TABLE N OTE S: 4. G L U E D L A M I N A T E D M E M B E R S: v '� �
2D. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING STRUCTURAL CONDITIONS PRIOR TO SUBMITTING SHOP � � n � °
DRAWINGS. 4A. COMBINATION SYMBOL: > � Q
5. SLAB-ON-GRADE: PROPORTIONS OF MATERIALS IN CONCRETE MIX SHALL BE ESTABLISHED T0: - SINGLE SPAN 24 -V4 W m � � � �
5A. VERIFY ALKALINITY OF CONCRETE SURFACE, SLAB VAPOR TRANSMISSION, AND SLAB - PROVIDE THE MINIMUM COMPRESSIVE STRENGTH AS INDICATED IN THE MIX TABLE. DO NOT - MULTI- SPAN 2 F-V8 � � m � N �
2E. CONTRACTOR SHALL MAKE ALLOWANCE FOR THE RESOLUTION OF SUCH DISCOVERIES IN THE CONSTRUCTION FLATNESS/LEVELNESS ARE COMPATIBLE WITH FLOORING SYSTEM AND ADHESIVES PRIOR TO EXCEED THE MAXIMUM WATER-CEMENT RATIO NOTED. - NOTCHED GLULAMS: FOR LAMINATIONS THAT ARE WITHIN THE NOTCH DEPTH AND ONE � w o � J �
SCHEDULE. INSTALLING FLOORING. - PROVIDE WORKABILITY AND CONSISTENCY TO PERMIT CONCRETE TO BE WORKED READILY INTO LAMINATION ABOVE THE NOTCH (MIN), USE THE SAME GRADE AS THE TENSION LAMINATION. � a � � � �
FORMS AND AROUND REINFORCEMENT UNDER CONDITIONS OF PLACEMENT TO BE EMPLOYED, - APPEARANCE GRADE: SEE ARCH FOR ALL EXPOSED GLULAMS � � �
2F. SUBMIT A DIMENSIONED DRAWING OF ALL NEW OPENINGS THROUGH EXISTING STRUCTURE AND SECURE APPROVAL 58. TAKE PRECAUTIONS TO MINIMIZE SLAB CURLING. GRIND SLAB OR USE LEVELING COMPOUND IF WITHOUT SEGREGATION OR EXCESSIVE BLEEDING. CONTRACTOR SHALL SELECT APPROPRIATE � v �
PRIOR TO CUTTING. DRAWING SHALL SHOW VERTICAL & HORIZONTAL LOCATION AND SIZE OF PROPOSED OPENING. FLOOR FLATNESS AND LEVELNESS VALUES ARE NOT ACCEPTABLE TO THE ARCHITECT. � �- � --
� S L U M P. U S E A D M I X T U R E S A S R E Q U I R E D T O O B T A I N D E S I R E D R E S U L T S. 48. MINIMUM DESIGN VALUES ARE BASED ON THE 2012 NDS. UI � c~i� �
3. USE OF DRAWINGS: 6. NON-SHRINK GROUT: USE TYPE I / II PORTLAND CEMENT UNLESS NOTED OTHERWISE. 5. SHEATHING:
3A. DO NOT SCALE DRAWINGS. 6A. CONFORM TO ASTM C1107 5A. WOOD STRUCTURAL PANELS (WSP)
38. WHERE DISCREPANCIES OCCUR BETWEEN PLANS, DETAILS, GENERAL NOTES AND SPECIFICATIONS, THE MORE FOR CONCRETE PLACED BY PUMPING PROVIDE CONCRETE MIX FLOWABILITY TO FACILITATE - WOOD STRUCTURAL PANELS SHALL BE APA RATED SHEATING CONFORMING TO U.S. ��
68. ACHIEVE 6000 PSI COMPRESSIVE STRENGTH AT 28 DAYS. PUMPING. ENTRAINED AIR MAY BE USED TO FACILITATE PUMPING SUBJECT TO THE PROVISIONS OF DEPARTMENT OF COMMERCE STANDARD PS-2 AND APA PERFORMANCE STANDARD PRP-108, _
STRINGENT REQUIREMENTS SHALL GOVERN. DETAILS ON DRAWINGS TAKE PRECEDENCE OVER GENERAL NOTES AND = 'L ....�.��'�.` ','.::..�
NOTE b BELOW. LATEST EDITIONS. ���•
TYPICAL DETAILS. DETAILS NOTED TYPICAL APPLY TO ALL SIMILAR CONDITIONS. WHERE NO SPECIFIC DETAILS ARE k'�������p�5`%�J:�4�'����`;t.
7. PLACING REINFORCEMENT: - ALL WOOD PANELS SHALL BE EXPOSURE 1. :' �� �. �� ��� :::.
SHOWN, CONSTRUCTION SHALL CONFORM TO SIMILAR WORK ELSEWHERE ON THE PROJECT. 7A. REINFORCEMENT PROTECTION: a. FOR THE MAXIMUM COARSE AGGREGATE SIZE INDICATED, USE THE FOLLOWING AGGREGATE �����������'`'4 �+��=�°`� ������
- SEE `CONCRETE COVER TABLE' SIZE NUMBERS PER ASTM C33: 6. BLOCKING AND BRIDGING: - �� ����� � �=
4. TEMPORARY CONDITIONS: - SEE ACI 318-11 7.5 FOR REINFORCEMENT PLACING TOLERANCES AND ACI 117 FOR ADDITIONAL 3/4": #67 AGGREGATE 6A. PROVIDE FULL HEIGHT SOLID BLOCKING MINIMUM WIDTH TO MATCH WIDTH OF FRAMING ---# '� -' �
4A. THE STRUCTURE IS DESIGNED TO FUNCTION AS A UNIT UPON COMPLETION. THE CONTRACTOR IS RESPONSIBLE REQUIREMENTS 1": #57 AGGREGATE BETWEEN ALL FABRICATED JOISTS AT SUPPORTS. ) �.���`.� _� rv�re`����'.
FOR FURNISHING ALL TEMPORARY BRACING AND/OR SUPPORT THAT MAY BE REQUIRED AS THE RESULT OF THE '���"
�'�:.`. , :: �r -�
CONTRACTOR'S CONSTRUCTION METHODS AND/OR SEQUENCES. REFER TO"LATERAL LOAD RESISTING SYSTEM 7B. PROVIDE ACCESSORIES NECESSARY TO PROPERLY SUPPORT REINFORCING AND WELDED WIRE 7. NAILING: 4��J �����` �'�.�ti
DESCRIPTION" IN DESIGN CRITERIA FOR ADDITIONAL INFORMATION. b. WHERE AIR CONTENT IS INDICATED IN THE MIX TABLE, PROVIDE AIR ENTRAINING ADMIXTURE. �
REINFORCEMENT AT POSITIONS SHOWN ON PLANS. ALL REINFORCING, DOWELS, BOLTS, AND TOTAL AIR CONTENT LIMITS INCLUDE BOTH ENTRAINED AND ENTRAPPED AIR +/- 1 1/2/o. NP IN 7A. UNLESS NOTED OTHERWISE ON THE DRAWINGS, PROVIDE COMMON NAILS WITH SIZES 04/09/2014
EMBEDDED PLATES SHALL BE SET AND TIED IN PLACE BEFORE THE CONCRETE IS POURED. COLUMN INDICATES ADDITION OF ENTRAINED AIR IS NOT PERMITTED EXCEPT WHERE CONTRACTOR SHOWN IN THE TABLE BELOW. MINIMUM NAILING SHALL BE IN ACCORDANCE WITH IBC 2012
48. USE ONLY HAND OPERATED TOOLS FOR COMPACTION ADJACENT TO FOUNDATION WALLS AND GRADE BEAMS. "STABBING" INTO PREVIOUSLY PLACED CONCRETE IS NOT PERMITTED. CAN DEMONSTRATE THAT SLABS WITH ENTRAINED AIR WILL HAVE A FINISH ACCEPTABLE TO THE TABLE 2304.9.1. ��
GRADE BEAMS SHALL BE BACKFILLED EVENLY ON BOTH SIDES. ARCHITECT WITHOUT BLISTERS. AIR CONTENT NOTED IS BASED ON 3/4"AGGREGATE. IF 3/8" � (�
8. CONSTRUCTIONICONTROL JOINTS: AGGREGATE IS USED, INCREASE AIR CONTENT BY 1 1/2%. 8. METAL CONNECTORS:
5. SUBMITTALS AND SUBSTITUTIONS: SA. SUBMIT DRAWINGS SHOWING CONSTRUCTION AND CONTROL JOINT LOCATIONS ALONG WITH THE 8A. FRAMING CONNECTORS SHALL CONFORM TO IBC 2012 SECTION 1711.1 FRAMING �+ �
5A. SUBMITTALS: REFER TO SPECIFICATIONS FOR DETAILED REQUIREMENTS. SEQUENCE OF POURS. CONSTRUCTION JOINT LOCATIONS AND CASTING SEQUENCE SHALL BE c. ABBREVIATIONS FOR OTHER REQUIREMENTS AS FOLLOWS: CONNECTOR DESIGNATIONS ARE THOSE MANUFACTURED BY SIMPSON STRONG-TIE COMPANY, �
- IF THE CONTRACTOR REQUESTS A CHANGE FROM THE STRUCTURAL DRAWINGS, IT SHALL BE APPROVED BY THE ARRANGED TO MINIMIZE THE EFFECTS OF ELASTIC AND LONG-TERM SHORTENING/SHRINKAGE. MSS= MAXIMUM SHRINKAGE STRAIN LIMITED, RE: SPECS. SAN LEANDRO, CALIFORNIA. OTHER MANUFACTURER'S PRODUCTS MAY BE USED IF APPROVED w
ARCHITECT AND DESIGNED BY MARTIN/MARTIN, INC. PRIOR TO SUBMITTING SHOP DRAWINGS. VARIATION SHALL BE MCI= MAXIMUM CHLORIDE ION LIMITS 0.15 FOR CONCRETE EXPOSED TO CHLORIDES IN USE. BY THE ENGINEER. FURNISH NAILS AND/OR BOLTS OF DIAMETER, LENGTH, AND NUMBER c;
INDICATED ON THE SHOP DRAWINGS. CONTRACTOR SHALL COMPENSATE MARTIN/MARTIN, INC. FOR MAKING THE 88. CONSTRUCTION JOINTS IN SLABS-ON-GRADE SHALL BE LOCATED TO ACCOMMODATE THE SPECIFIED BY THE MANUFACTURER FOR EACH CONNECTOR. �
CHANGE. MAXIMUM LENGTH AND AREA THE CONTRACTOR CAN REASONABLY POUR, FINISH, AND JOINT IN THE � � �
- CONSTRUCTION DOCUMENTS SHALL NOT BE REPRODUCED FOR USE IN SUBMITTALS �
SAME DAY. 88. ALL CONNECTOR HOLES SHALL BE FILLED WITH PROPER NAILS/BOLTS INCLUDING OPTIONAL � � ��
- ALL SHOP DRAWINGS SHALL REFERENCE THE STRUCTURAL DRAWING NUMBER AND DETAIL USED TO PREPARE THE NAIL LOCATIONS FOR UPLIFT. ALL BOLT HOLES SHALL BE DRILLED INTO FRAMING MEMBERS. ■ - 0 °
SU SUIBMIT A STATEMENT OF RESPONSIBILITY FOR CONSTRUCTION OF THE LATERAL LOAD RESISTING SYSTEM 9� MEP AND OTHER OPENINGS AND EMBEDMENTS: STE E L N OTES MAXIMUM HOLE DIAMETER IS 1/16" LARGER THAN THE BOLT DIAMETER. � � Q �
9A. PROVIDE SLEEVES AT OPENINGS (SUCH AS THOSE REQUIRED FOR PLUMBING AND ELECTRICAL � � �
IDENTIFIED IN THE DESIGN CRITERIA IN ACCORDANCE WITH IBC SECTION 1704.4 PENETRATIONS) BEFORE PLACING CONCRETE. DO NOT CUT REINFORCING WHICH MAY CONFLICT. 9. OPENINGS: � Q �
1. CONNECTIONS: � �
CORING OF CONCRETE IS NOT PERMITTED. 9A. OPENING POCKETS ETC. SHALL NOT BE PLACED IN BEAMS JOISTS RAFTERS STUDS J N
58. SUBSTITUTIONS: ARCHITECTS APPROVAL SHALL BE SECURED FOR ALL SUBSTITUTIONS 1A. PROVIDE CONNECTIONS AS SHOWN IN THE DETAILS HEREIN. REFER TO SPECIFICATION FOR POSTS COLUMNS TIMBER AND OTHER STRUCTURAL MEMBERS UNLESS DETAILED ON THE � � O
98. REFER TO TYPICAL DETAILS FOR SPACING LIMITS ON SLEEVES AND FOR REQUIREMENTS FOR A L T E R N A T I V E S A N D C O N N E C T I O N S N O T S H O W N. STRUCTURAL DRAWINGS. }, U ��
5C. NONCONFORMANCE: NOTIFY ARCHITECT OF CONDITIONS NOT CONSTRUCTED PER THE CONTRACT DOCUMENTS � "'
EMBEDDED CONDUIT AND PIPE. 2. WELDING REQUIREMENTS: � ~
PRIOR TO PROCEEDING WITH CORRECTIVE WORK. SUBMIT PROPOSED REPAIR TO THE ARCHITECT FOR ACCEPTANCE. O J �°v
CONTRACTOR SHALL COMPENSATE MARTIN/MARTIN, INC. FOR DESIGNING THE REPAIR. 2A. WELDERS: HAVE IN POSSESSION CURRENT EVIDENCE OF PASSING THE APPROPRIATE AWS. � � Q �
QUALIFICATION TESTS. � � � �
6. OSHA STANDARDS: FRAMING LUMBER SCHEDULE �
6A. THE STRUCTURE IS DESIGNED TO FUNCTION AS A UNIT UPON COMPLETION. NOTHING SHOWN ON THE STRUCTURAL L L 28. MINIMUM WELDS: AISC SPECIFICATION, NOT LESS THAN 3/16" FILLET, CONTINUOUS UNLESS � ��:,
DRAWINGS SHALL BE CONSTRUED AS ELIMINATING THE NEED FOR THE CONTRACTOR TO COMPLY WITH ALL OSHA REINF ELEMENT ASTM Fy(KSI) Fu (KSI) COMMENTS OTHERWISE NOTED. TYPE OF USE GRADE Fb (PSI) Fv(PSI) E (PSI) ♦^ � U
REQUIREMENTS. TYP REINFORCING A615 60 90 -- WALL STUDS N0. 2 900 180 1,600,000 � }�
WELDED & FIELD BENT REINF � A706 60 gp __ 2C. WELD SIZES AND LENGTHS CALLED FOR ON THE DRAWINGS ARE THE NET EFFECTIVE ROOF JOIST& RAFTERS N0. 2 900 180 1,600,000 �
68. THE CONTRACTOR SHALL ADD ALL NECESSARY BOLTS, ANCHOR BOLTS, PLATES, STIFFENER PLATES, STABILIZER REQUIRED. INCREASE WELD SIZE IF GAPS EXIST AT THE FAYING SURFACE. O O
PLATES, BRIDGING, BRACING, BEARING SEATS, COLUMN SPLICES, ETC., AS WELL AS CLOSURES FOR OPENINGS. IN WELDED WIRE REINFORCING, SMOOTH A185 65 75 -- BEAMS & STRINGERS N0. 1 1350_ 170 1,600,000 � �
ADDITION, FIELD WELD ANYTHING THAT MAY BE CONSIDERED A TRIP HAZARD, SUCH AS SHEAR STUDS, AFTER 2D. WELD SIZES SHALL BE AS SHOWN UNLESS A GREATER SIZE IS REQUIRED BY ANSI/AISC 360-05 POSTS &TIMBER N0. 1 1200 170 1,600,000 � �
�
PROTECTIVE DECKING IS INSTALLED. TABLES J2.3 AND J2.4. DECKING SELECT DX 2000 -- 1,800,000
Q
° 6C. WHERE THE STRUCTURAL DRAWINGS APPEAR TO CONFLICT WITH OSHA REQUIREMENTS, THE STRUCTURAL POST-INSTALLED ANCHOR TABLE 2E. ALL GROOVE WELDS SHALL BE COMPLETE PENETRATION UNLESS NOTED. ALL OTHER N0. 1 1000 180 1,700,000 ISSUED FOR:
No. DATE COMMENT
� DRAWINGS REPRESENT FINAL CONDITIONS ONLY. THE CONTRACTOR SHALL ADD ALL ERECTION FRAMING NECESSARY ANCHOR TYPE I PRODUCT F KSI Fu KSI COMMENTS
,� TO COMPLY WITH OSHA. Y � ) I ) 2F. FIELD WELDING SYMBOLS INDICATE SUGGESTED CONSTRUCTION PROCEDURES. �2-o2-�s DD
�r ADHESIVE HILTI HIT-HY 200 -- -- SUBMIT CALCULATIONS FABRICATED LUMBER TABLE 12-30-13 50%c�
° 7. CONSTRUCTION ENGINEERING: (IN CONCRETE) � FOR SUBSTITUTIONS 3. STRUCTURAL STEEL INSTALLATION: 01-27-14 90%CD
`�„ ' 3A. ALL HIGH STRENGTH BOLTS WHERE NOTED ON THE DRAWINGS AS TYPE "SC" OR OTHER TYPE 02-12-14 BID/PERMIT
0 7A. THE STRUCTURE DEFINED ON THE CONTRACT DOCUMENTS HAS BEEN DESIGNED ONLY FOR LOADS ANTICIPATED MR END INTERMEDIATE
� ADHESIVE HILTI HIT-RE 500 SD -- -- SUBMIT CALCULATIONS FOLLOWED BY`PT" SHALL BE TENSIONED TO THE VALUES OF TABLE J3.1 OF ANSI/AISC 360-05. I 4 03-28-14 iFc
Y � ON THE STRUCTURE DURING ITS SERVICE LIFE. PROVIDE ALL REQUIRED ENGINEERING AND OTHER MEASURES TO (IN CONCRETE W/>12" FOR SUBSTITUTIONS OTHER HIGH-STRENGTH BOLTS MAY BE INSTALLED SNUG TIGHT AS DEFINED BY AISC. PRODUCT SIZE TYPE (FB (BS EI x 106 REACTION REACTION
`r'. °w TOHIEVE THE MEANS, METHODS, AND SEQUENCES OF WORK. SUCH ENGINEERING MAY INCLUDE, BUT IS NOT LIMITED E M B E D M E N T) ) ) (LBS) (LBS) REMARKS
� 11 7/8" TJI-210 11 7/8" I-JOIST 3,795 1,655 315 1,460 2,925 WEB STIFF REQD
� � ADHESIVE ANCHOR RODS -- 36 58 THREADED ROD, - - - -
w � - LAYOUT MIN MIN UNGREASED 11 7/8" TJI-360 11 7/8" I-JOIST 6,180 1,705 419 1,505 3,360 WEB STIFF REQD
z � - DESIGN FOR FORMWORK, SHORING, AND RESHORING STEEL MATERIAL TABLE
w Q _ DESIGN OF CONCRETE MIXES EXPANSION ANCHORS HILTI KWIK BOLT TZ -- � -- SUBMIT CALCULATIONS 11 7/8" TJI-560 11 7/8" I-JOIST 9,500 2,050 636 1,725 3,930 WEB STIFF REQD
ERECTION PROCEDURES WH CH ADDRESS STABILITY OF THE FRAME DURING CONSTRUCTION STEEL ELEMENT i ASTMITYPE Fy(KSI) Fu (KSI) COMMENTS 11 7/8" LVL 11 7/8" BEAM 8,925 3,950 464 3,898 3,898 NOTES
� � - WELD PROCEDURES (IN CONCRETE) FOR SUBSTITUTIONS ANCHOR RODS ! F1554 GR 55 55 L 75 _�ELDABLE, HEAVY HEX HEADED �� ��
- DESIGN OF TEMPORARY BRACING OF WALLS FOR WIND, SEISMIC, OR SOIL LOADS
SCREW ANCHORS HILTI KWIK HUS-EZ -- -- SUBMIT CALCULATIONS BOLTS A325 OR F1852 -- 120 BOLTS ARE 3/4"Q� UNO, USE 51/2 LVL 5 1/2 BEAM 2,125 1,830 46 3,898 3,898 --
- SURVEYING TO VERIFY CONSTRUCTION TOLERANCES FOR SUBSTITUTIONS TENSION-CONTROLLED WHERE
- EVALUATION OF TEMPORARY CONSTRUCTION LOADS ON STRUCTURE DUE TO EQUIPMENT AND MATERIALS POSSIBLE
- STRUCTURAL ENGINEERING TO RESIST ANY OTHER LOADS NOT IDENTIFIED ON DESIGN DRAWINGS DAS A496 70 80 �--
PROJECT No. DATE
� � HAS A108 i 51 65 �STUDS ARE 3/4"Q� UNO �
� 8. COORDINATION: 13.0719.S.01 Dec. 02, 2013
�
� OTHER SHAPES A36 36 I 58 --
a; w 8A. STRUCTURAL DRAWINGS ARE NOT STAND-ALONE DOCUMENTS AND ARE INTENDED TO BE USED IN CONJUNCTION �Rawrv aY cHK BY -rRV BY
0 o z WITH CIVIL, ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND DRAWINGS FROM OTHER DISCIPLINES. THE PLATES A36 36 58 -- _ KH PD
RECT HSS A500 GR B 46 58 I--
M � Q CONTRACTOR SHALL COORDINATE ALL REQUIREMENTS OF THE CONTRACT DOCUMENTS INTO SHOP DRAWINGS AND _ _
� Q � WORK. WELDING ELECTRODES E70 �PER AWS s"EET N°.
pp � � U
- � --
p w WF, WT A992 I 50 65
� z � 0 88. COORDINATE DIMENSIONS OF ALL OPENINGS, BLOCKOUTS, DEPRESSIONS, ETC., WITH ARCHITECTURAL DRAWINGS,
� � ° � DRAWINGS FROM OTHER DISCIPLINES, AND FIELD CONDITIONS PRIOR TO SHOP DRAWING SUBMITTAL. sca�E:
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� QUALITY ASSURANCE GENERAL NOTES �
° STRUCTURAL STEEL SPECIAL INSPECTIONS STRUCTURAL STEEL TESTING U o
�''� I T E M ' F R E Q U E N C Y S T A N D A R D C R I T E R I A/R E M A R K S STATEMENT OF STR U CT URAL SPE CIAL IN SPE CTI ON S AND TE STIN G z W
ITEM FREQUENCY STANDARD CRITERIA
� PRIOR TO START OF WORK WELDING 1. GENERAL: ., Z
� - PRIOR TO FABRICATION OR -- -- VERIFY PLATES AND SHAPES CONFORM TO - FILLET WELD 10% ASTM E709 NOT REQUIRED FOR SHOP WELDS 1A. SCOPE OF WORK V) ' � o
� ERECTION ASTM STANDARDS SPECIFIED, REVIEW MAGNETIC PARTICLE PERFORMED BY AN APPROVED FABRICATOR - THE OWNER WILL ENGAGE A QUALIFIED INSPECTION AND TESTING AGENCY(S) TO PERFORM SPECIAL INSPECTIONS AND TESTING W Z � � �
= MANUFACTURER'S CERTIFIED MILL TEST - PARTIAL PENETRATION 100% FOR ALL STRUCTURAL MEMBERS AND ASSEMBLIES AS NOTED HEREIN. � Z E- ° "�
ULTRASONIC OR NOT REQUIRED FOR SHOP WELDS z U � �
SPECIAL INSPECTIONS ARE IN ADDITION TO INSPECTIONS BY THE AUTHORITY HAVING JURISDICTION REQUIRED BY IBC 2012 Q
J REPORTS OR CERTIFICATE OF COMPLIANCE - Q w ^
� GROOVE WELD RADIO GRAPHIC PERFORMED BY AN APPROVED FABRICATOR SECTION 110. J � .� o
� __ o o - REFER TO THE SPECIFICATIONS FOR REPORTING AND PROCEDURAL REQUIREMENTS FOR QUALITY ASSURANCE AND QUALITY U � = o �
o - PRIOR TO BOLTING AISC 360/ VERIFY BOLT ASSEMBLY CONFORMS TO ASTM - COMPLETE PENETRATION 100/o ULTRASONIC OR FREQUENCY MAY BE REDUCED T010/o WHERE CONTROL. O w � � Q
RCSC SPECIFICATION STANDARDS SPECIFIED, REVIEW CERTIFICATE OF GROOVE WELD RADIO GRAPHIC WORK IS PERFORMED BY AN APPROVED
� COMPLIANCE, OBSERVE PRE-INSTALLATION FABRICATOR - REFER TO ARCH/MECH/ELEC/CIVIL SPECIFICATIONS AND DRAWINGS FOR ADDITIONAL SPECIAL INSPECTION AND TESTING THAT (� � W �o Q � � �
° VERIFICATION TESTING OF PRETENSIONED MAY BE REQUIRED. U a � � o U � v �
a - SHEAR CONNECTOR, HEADED � 1% BEND TEST, AWS D1.1 BEND TEST: PER AWS D1.1 BENT STUD (TORQUE - SPECIAL INSPECTIONS AND TESTING ARE APPLICABLE TO ALL REVISIONS AND/OR FUTURE WORK ADDED BY AMENDMENTS TO a W U c`�o � C9 � - �
FASTENER ASSEMBLIES, VERIFY APPROPRIATE z
�j ANCHOR STUD (HAS) DEFORMED 100% RING TEST SECTION 7 TEST FOR THREADED STUDS) ACCEPTANCE THESE DOCUMENTS. � ~ � a °�° `� a �� � ��
FAYING SURFACE CONDITION ° = o - � _ � �
A N C H O R S T U D (D A S), T H R E A D E D CRITERIA. z U Z W � ; v � w �
- PRIOR TO WELDING -- AWS D1.1 / VERIFY MATERIALS, PROCEDURES, WELDER STUDS RING TEST: STRIKE WITH HAMMER, IF THE STUD � Q � � o w °' � °'
A I S C 3 6 0 ' QUALIFICATIONS, AND REVIEW CERTIFICATES 1 8. D E F I N I T I O N S Q Q � � c� � � m w m
R I N G S, S T U D I S A C C E P T A B L E. I F S T U D D O E S N O T - S P E C I A L I N S P E C T O R: T H E A G E N C Y E N G A G E D B Y T H E O W N E R A N D A P P R O V E D B Y T H E A U T H O R I T Y H A V I N G J U R I S D I C T I O N T O A C T
OF COMPLIANCE RING, PERFORM AWS D1.1 BEND TEST. AS THE DESIGNATED REPRESENTATIVE TO PERFORM INSPECTIONS. z � � �
FRAMING FRAMING - SPECIAL INSPECTION: INSPECTION PERFORMED BY THE SPECIAL INSPECTOR ACCORDING TO IBC 2012 SECTION 1704 TO ENSURE � � �
- DURING ERECTION P -- VERIFY INSTALLATION OF BRACING AND - EMBEDDED PLATE ASSEMBLIES , 100% I ULTRASONIC TEST ALONG CENTERLINE OF PLATE WIDTH COMPLIANCE WITH APPROVED CONSTRUCTION DOCUMENTS AND REFERENCED STANDARDS. o ¢ � �
WITH PLATES EXCEEDING 3/4 AFTER STUD/REBAR SHOP WELDING. (P) PERIODIC INSPECTION: THE PART-TIME OR INTERMITTENT OBSERVATION BY THE SPECIAL INSPECTOR OF WORK BEING w � N � w °
STIFFENING, MEMBER LOCATIONS, AND - ° � o °
CONNECTIONS. REPORT ANY OBSERVATION OF INCH PERFORMED. SPECIAL INSPECTOR SHALL BE PRESENT IN THE AREA WHERE THE WORK IS BEING PERFORMED. OBSERVATION OF � �o o z = � 4
ALL WORK(100%VISUAL) SHALL BE MADE AT THE COMPLETION OF THE WORK. � o � � � ° "
KINKS, BENDS, OR OTHER DAMAGE. � cn � � � w � �
(C) CONTINUOUS INSPECTION: THE FULL-TIME OBSERVATION BY THE SPECIAL INSPECTOR OF WORK BEING PERFORMED.
S T R U C T U R A L S T E E L T E S T I N G N O T E S: S P E C I A L I N S P E C T O R S H A L L B E P R E S E N T I N T H E A R E A W H E R E T H E W O R K I S B E I N G P E R F O R M E D. O B S E R V A T I O N O F A L L W O R K � o o � ° o �
DURING BOLTING 1. THE WELDING INSPECTOR SHALL HAVE THE AUTHORITY TO REJECT WELDMENTS. SUCH REJECTION MAY BE BASED ON (100%VISUAL) SHALL BE MADE AT THE COMPLETION OF THE WORK. 00 v � ' `
- SNUG-TIGHTENED JOINTS P AISC 360/ VERIFY CONNECTED MATERIALS HAVE BEEN VISUAL INSPECTION WHERE IN THE INSPECTOR'S OPINION THE WELDMENT WOULD NOT PASS A MORE DETAILED INVESTIGATION. _ � � Q � �
RCSC SPECIFICATION D R A W N T O G E T H E R A N D P R O P E R L Y S N U G G E D. 2. I F D E F I C I E N T W E L D S A R E D I S C O V E R E D, T H E R E M A I N I N G U N I N S P E C T E D W E L D S S H A L L R E C E I V E S U C H U L T R A S O N I C O R 1 C. D E F I C I E N C I E S I N W O R K v Q '-'- � °
- PRETENSIONED AND SLIP- P AISC 360/ VERIFY PROPER USE OF PRETENSION METHOD,
MAGNETIC PARTICLE TESTING AS MAY BE REQUIRED BY THE ARCHITECT AND ENGINEER. ALL COST OF ADDITIONAL TESTING - CORRECT DEFICIENCIES IN WORK THAT TESTS AND INSPECTIONS INDICATE DO NOT COMPLY WITH THE CONTRACT DOCUMENTS � � n � °
C R I T I C A L J O I N T S R C S C S P E C I F I C A T I O N V E R I F Y C O N N E C T E D M A T E R I A L S H A V E B E E N SHALL BE BORNE BY THE CONTRACTOR. AND REFERENCED STANDARDS. W m � � � �
DRAWN TOGETHER AND PROPERLY SNUGGED. 3. REPORTS OF WELD TESTS SHALL CONTAIN THE FOLLOWING INFORMATION: DESCRIPTION OF EACH WELD, IDENTIFYING - ALL COST OF ADDITIONAL TESTING AND/OR INSPECTIONS FOR CORRECTIVE WORK SHALL BE BORNE BY THE CONTRACTOR. � m � N �
MARK OF THE RESPONSIBLE WELDER, CRITIQUE OF DEFECTS NOTED BY VISUAL INSPECTION OR TESTING, STATEMENT OF � ^
- PRETENSIONED AND SLIP- C AISC 360/ VERIFY PROPER USE OF PRETENSION METHOD, ACCEPTABILITY PER AWS STANDARDS. 2. SHOP FABRICATIONS: N � a � � � �
CR ITI C A L J OI N T S U S I N G R C S C S P E C I F I C A T I O N V E R I F Y C O N N E C T E D M A T E R I A L S H A V E B E E N 2 A. G E N E R A L � � �
CALIBRATED WRENCH OR TURN- DRAWN TOGETHER AND PROPERLY SNUGGED. - PERFORM INSPECTIONS AND TESTING FOR ALL SHOP FABRICATED STRUCTURAL MEMBERS AND ASSEMBLIES AS NOTED �ts v �ts
OF-NUT METHOD WITHOUT VERIFY TIGHTNESS OF NUT FOR 10% OF BOLTS HEREIN. SPECIAL INSPECTOR SHALL PERFORM SPECIAL INSPECTIONS AND TESTING UNLESS THE FABRICATOR IS REGISTERED AND J �� � -�
MATCHMARKING (2 MIN)AT EACH JOINT. APPROVED BY THE AUTHORITY HAVING JURISDICTION TO PERFORM SUCH WORK WITHOUT SPECIAL INSPECTION OR FABRICATION UI � c~i� �
STRUCTURAL CONCRETE TESTING HAS A CURRENT ICGES EVALUATION REPORT.
DURING WELDING - SPECIAL INSPECTOR SHALL VERIFY THE FABRICATOR MAINTAINS AND FOLLOWS DETAILED SHOP FABRICATION AND QUALITY
ITEM FREQUENCY STANDARD CRITERIA CONTROL PROCEDURES, UNLESS FABRICATOR IS REGISTERED AND APPROVED. ��,
- SINGLE PASS P AWS D1.1 -- REINFORCING STEEL, BOLTS - AT THE COMPLETION OF FABRICATION, THE APPROVED FABRICATOR SHALL SUBMIT A CERTIFICATE OF COMPLIANCE TO THE
FILLET WELD < 5/16° AND EMBEDMENTS AUTHORITY HAVING JURISDICTION ACCORDING TO IBC 2012 SECTION 1704.2.5.2. = 'L :.�..�.�''�.` ','.::..�
- APPROVED FABRICATORS MAY PERFORM TESTING NOTED HEREIN EXCEPT THAT NONDESTRUCTIVE TESTING NDT SHALL ONLY ,'� p,5`%�J:�4�'�����``;t.
- SINGLE PASS FILLET WELD C AWS D1.1 -- � ) .:.- c��, �:, ����:::
- WELDING -- -- PER STRUCTURAL STEEL TESTING BE PERFORMED BY PERSONNEL WITH QUALIFICATIONS THAT MEET OR EXCEED THE CRITERIA OF AWS D1.1 SUBCLAUSE 6.14.6 AND ���:� ��' � �:�'4 �+����'ry
> 5/16"AND MULTIPASS ; �.�: c>:?� .�=� ::a� .._
FILLET WELD CONCRETE AMERICAN SOCIETY FOR NONDESTRUCTIVE TESTING (ASNT) SNT-TC-1A OR ASNT CP-189. _ ` ����� � _
- COMPOSITE SAMPLE ASTM C172 OBTAIN AT POINT OF PLACEMENT. ADJUST =--# '. -' � -
- PARTIAL PENETRATION C AWS D1.1 -- FREQUENCY AS REQUIRED TO PROVIDE 2B. SHOP FABRICATIONS INCLUDED �,:��:°�. �� rv�r��..�..
GROOVE WELD 1. f c< 5 0 0 0 P S I 1 0 0 C Y/M I X/D A Y - SHOP FABRICATED STRUCTURAL STEEL '��, ,��, ' -� � � '��
MINIMUM 5 TOTAL TESTS PER MIX BUT NOT � .�� :�
- COMPLETE PENETRATION C AWS D1.1 -- M OR E T HA N O N E SAMP L E P E R T RU C K L O A D. - P R E-F A B R I C A T E D W O O D S T R U C T U R A L E L E M E N T S .:. .
- SHOP FABRICATED STEEL CONNECTIONS FOR STRUCTURAL WOOD CONNECTIONS � � � � � �
GROOVE WELD - SLUMP EACH ASTM C143 SPECIFIED SLUMP SHALL BE AS SUMBITTED IN 04/09/2014
- SHEAR CONNECTOR, HEADED P AWS D1.1 VERIFY TYPE, SIZE, SPACING, AND LOCATIONS COMPOSITE THE MIX DESIGN ± 1 1/2". PERFORM ADDITIONAL SOILS SPECIAL INSPECTIONS ��
ANCHOR STUD (HAS) AND SAMPLE TESTS WHEN CONCRETE CONSISTENCY
DEFORMED ANCHOR STUD (DAS) APPEARS TO CHANGE. ITEM FREQUENCY STANDARD CRITERIA �
AFTER WELDING ' - AIR CONTENT WHEN AIR EACH ASTM C231 PRESSURE -- SUBGRADE �� �
ENTRAINMENT IS SPECIFIED COMPOSITE METHOD - EXCAVATION P -- VERIFY EXCAVATIONS ARE EXTENDED TO �
- SINGLE PASS 100%VISUAL AWS D1.1 -- SAMPLE THE PROPER DEPTH AND HAVE REACHED w
FILLET WELD < 5/16" THE PROPER BEARING MATERIAL �
HEADED I 100%VISUAL AWS D1.1 VERIFY TYPE, SIZE, SPACING, AND LOCATIONS - TEMPERATURE EACH ASTM C1064 REQUIRED WHEN AIR TEMPERATURE IS 40 °F ,�,
- SHEAR CONNECTOR, COMPOSITE AND BELOW OR 80°F AND ABOVE. - BEARING MATERIAL P SOILS REPORT VERIFY BEARING MATERIAL IS ADEQUATE TO � � �
ANCHOR STUD (HAS) AND SAMPLE AND 60 ACHIEVE THE DESIGN BEARING CAPACITY � � 0 �
DEFORMED ANCHOR STUD (DAS) MINUTE � � 0 0
INTERVALS CONTROLLED FILL �
- PRIOR TO PLACEMENT P -- VERIFY SUBGRADE HAS BEEN PROPERLY � � a �
STRUCTURAL STEEL INSPECTION NOTES: - COLD WEATHER CURING -- ASTM C1074 RECORD MAXIMUM AND MINIMUM CONCRETE PREPARED � � �
1. IN TENSIONED JOINTS, WHEN SPLINES ARE NOT SHEARED OR INDICATOR WASHERS ARE NOT PROPERLY DEFORMED, THE TEMPERATURE DURING CURING PERIOD, WHEN � � O �
TESTING AGENCY SHALL DETERMINE THAT PROPER BOLT TENSION HAS BEEN ACHIEVED BY THE APPLICATION OF A DAILY AVERAGE AIR TEMPERATURE OF 40 °F OR - PLACEMENT C -- VERIFY USE OF PROPER MATERIALS, DENSITIES, �
PROPERLY CALIBRATED TESTING TORQUE OR THE CONTRACTOR MAY REMOVE AND REPLACE ALL DEFICIENT BOLTS. ALL BELOW IS EXPECTED FOR 3 SUCCESSIVE DAYS COMPACTION, AND LIFT THICKNESSES � N
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COST OF ADDITIONAL INSPECTION SHALL BE BORNE BY THE CONTRACTOR. DURING CURING PERIOD. � M,
- COMPRESSIVE STRENGTH EACH ASTM C31 (6x12 TEST ONE CYLINDER SPECIMEN AT 7 DAYS AND SOILS SPECIAL INSPECTION NOTES: � J N
1. SEE CIVIL DRAWINGS AND/OR SPECIFICATIONS FOR ADDITIONAL EARTHWORK AND UTILITY INSPECTION REQUIREMENTS.
COMPOSITE SPECIMENS) TWO CYLINDER SPECIMENS AT 28 DAYS. IF 2, SEE CIVIL DRAWINGS AND/OR SPECIFICATIONS FOR CLASSIFICATION AND TESTING REQUIREMENTS FOR COMPACTED FILL � � > �
SAMPLE AND ASTM C39 DESIGN STRENGTH IS NOT ACHIEVED AT 28 �
DAYS, TEST REMAINING CYLINDER AT 56 DAYS. AND/OR CONTROLLED LOW-STRENGTH MATERIAL. � � o
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STRUCTURAL CONCRETE SPECIAL INSPECTIONS ACCEPTANCE CRITERIA PER ACI 318. � �,
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ITEM FREQUENCY STANDARD CRITERIA �/, ��
REINFORCING STEEL STRUCTURAL CONCRETE TESTING NOTES: � �
- DURING PLACEMENT P ACI 318 3.5,7.1-7.7 VERIFY GRADE, FINISH, SIZE, BAR QUANTITY, 1. NONDESTRUCTIVE TESTING MAY BE PERMITTED BY THE ARCHITECT, BUT WILL NOT BE USED AS SOLE BASIS FOR O O
LOCATION, SPACING, COVER, HOOK LENGTHS, APPROVAL OR REJECTION OF DEFICIENT CONCRETE. . �
SPLICE LENGTH, SPLICE LOCATIONS, BEND 2. REPORTS OF COMPRESSIVE STRENGTH TESTS SHALL CONTAIN THE FOLLOWING INFORMATION: DATE OF CONCRETE � �
- PRIOR TO PLACEMENT OF 100% DIAMETERS COATING, SURFACE CONDITION, PLACEMENT, LOCATION OF CONCRETE BATCH IN WORK, DESIGN 28-DAY COMPRESSIVE STRENGTH, CONCRETE SUPPLIER
� CONCRETE ' AND MIXTURE ID NUMBER, TIME OF BATCH AND PLACEMENT, AMBIENT AIR TEMPERATURE, SITE ADDED WATER AND
Q AND SUPPORT.
� ADMIXTURES, UNIT WEIGHT, AND AS REQUIRED BY ASTM C39. issuE�FoR:
�
No. I DATE COMMENT
� - WELDING C ' AWS D1.4 VERIFY ASTM A706 REINFORCING STEEL.
� 12-02-13 DD
�r - FIELD BENDING P ACI 301 3.3.2.8 -- �2-so-�s 50°�o c�
° - COATED REINFORCING P ACI 301 3.2.1.2 --
N 01-27-14 90%CD
� 02-12-14 BID/PERMIT
_ ° BOLTS AND EMBEDMENTS o3-2s-�a iFc
Y � - PRIOR TO PLACEMENT OF 100% -- VERIFY TYPE, FINISH, DIAMETER, LENGTH,
N o CONCRETE QUANTITY, EMBEDMENT LENGTH, SPACING AND
cn � EDGE DISTANCES. VERIFY USE OF PLACING
w � TEMPLATE WHERE SPECIFIED.
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,i; Q - WELDING -- -- INSPECT PER THE STRUCTURAL STEEL TABLE QUALITY
° ° CONCRETE ASSURANCE
- MIX DESIGN EACH -- VERIFY USE OF APPROVED DESIGN MIXTURE FOR
TRUCK EACH TRUCK LOAD
- FORMWORK PRIOR TO P ACI 318 6.1.1 INSPECT FIRST POUR OF EACH TYPE (GRADE
� PLACEMENT OF CONCRETE BEAM, PILASTER, ETC.) PROJECT No. DATE
o � ' -
N � - PLACEMENT OF CONCRETE C ACI 318 5.9-5.10 -- 13.0719.S.01 Dec. 02, 2013
a' � - CURING P ACI 3�H 5.��-�J.�3 -- DRAWN BY CHK BY TRV BY
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CONN TO BASE BY �I � � �� - ,� ...�,��.� ,,�.::..,
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PAVING. SEE CIVIL
PROJECT No. DATE
o � NOTES: 13.0719.S.01 Jan. 27, 2014
N w 1. SEE ARCHITECTURAL DRAWINGS FOR LAYOUT, RAILINGS AND DRAWN BY CHK BY TRV BY
a' Q ADDITIONAL INFORMATION KH PD
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2. REBAR IN STAIRS SHALL BE EPDXY COATED
M � Q
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w Q z � ° �
= JOIST TO SILL OR GIRDER (3) 8d COMMON (21/2"x0.131") TOENAIL Z c� M �,
J � • � (3) 3"x0.131" NAILS � � � n
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� BRIDGING TO JOIST (3) 8d COMMON (21/2"x0.131") TOENAIL EA END
� U ° x
° � (3) 3"x0.131" NAILS (n � Q � u
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�/� � W � J N J N
� I � �� �� �� �� �++ �-- �� Q C U C
° 1 x 6 S U B F L O O R O R L E S S T O E A (2) 8 d C O M M O N (2 1/2 x 0.1 3 1 ) F A C E N A I L S T E E L G I R T. S E E P L A N � Q U Q � � � z � _ �
� JOIST � ���� „ ; I � U �o � M Q .� � �
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W I D E R T H A N 1 x 6 S U B F L O O R T O (3) 8 d C O M M O N (2 1/2 x 0.1 3 1 ) F A C E N A I L S T E E L P O S T. S E E P L A N �� S 3 2 1 i T O S T E E L G I R T ; ' Z � z � � o w � w �
EAJOIST � � � � � QQaOV� � � mwm
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2" SUBFLOOR TO JOIST OR GIRDER (2) 16d COMMON (31/2"x0.162") BLIND & FACE NAIL � '� _________________ __________________ _/______________________________________ � '� � � �
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2x6 DF#2 STUD WALL � SOLE PLATE TO JOIST OR BLOCKING 16d (31/2"x0.135") @ 16"OC TYP FACE NAIL „ � � , ��„ , � � '� �,�, ° � w o
AT 16" OC AT CHIMNEY � 3"x0.131" NAILS 8"OC SIMPSON LS50 @ 16 OC � ii ,,- - � ! i _� w o c� � „ a
@ CONNECTION TO TOP PLATE ; � � � � CC � � ? o �
E D G E N A I L I N G 8 d 2 O C �, �o o z ,� 4
I TOP PLATE TO STUD (2) 16d COMMON (31/2"x0.162") END NAIL � � � � � �n � � � � � �
3 3 x0.131 NAI LS � �� � o � b � �
� � FIELD NAILING PER � �ii , � �ii 6��� � o o � U o �
NOTES � � -'� �, -' � m � � � �
� �_. �ti STUD TO SOLE PLATE (4) 8d COMMON (21/2"x0.131") TOE NAIL � � \� '' � - � � �
(4) 3"x0.131" NAILS � ' � ; ', S315 a o x � �
i i � i � > Q �
2x6 DF#2 STUDS @ 16" OC ; , ; , v Q '-'- � °
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N
(2) 16d COMMON (31/2x0.162") END NAIL � �� , - � � �� > � N � Q
(3) 3°x0.131" NAILS �� ��� � � � �� �� � m �' � � °'
� „ „- „ - 2x BLKG AT SHEATHING ' ' -�� � � � (2) ROWS 0.177Q� PAF @ 4 OC � o � N �
DOUBLE STUDS 16d (31/2 x0.135 ) @ 16 OC FACE NAIL EDGES � ' ' \ � I w m � � �N�
TO STEEL COLUMN --
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1 Q N o sca�E C H I M N EY WAL L 3��Xo.�3��� Nai�s @ s��oc � � - ; ', ', � � � � � -�
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BLOCKING BTWN JOISTS OR (3) 8d COMMON (21/2"x0.131") TOENAIL � ; �� � � ; ' � v �
RAFTERS TO TOP PLATE (3) 3 x0.131 NAILS ! � � , � � � � � �
>_� � � �
„ „ „ �� I � � I SHEATHING � 1l2"APA v � � �
RIM JOIST TO TOP PLATE 8d (21/2 x0.131 ) @ 6 OC TOE NAIL ; , , � � � RATED ON ONE FACE �
3"x0.131" NAILS @ 8"OC EDGE NAILING 8d @ 2" OC ; , � � ; ',
TYP 12 CEILING JOISTS (3) 8d COMMON (21/2"x0.131") TOE NAIL � �� � �� ��'
EDGE NAILING s3�5 � , -
(TO PLATE) (5) 3"x0.131" NAILS 16d @ 2" OC CONNECTION ; I - I, I _,,L
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` TO SILL PLATE � � j � �������� f,�p ��� ���•� .
SIMPSON LSTA21 EA � � �- �' � �� �.�� 14 ��,��'3....
CORNER � CEILING JOISTS (3) 16d COMMON (31/2"x0.135") FACE NAIL � , � � ' :..:����,`�.. ,��,�4 ;;,����.�'�,
(LAPS OVER PARTITION) (4) 3°x0.131" NAILS =�� �'°� � '�- °°`�' �����-
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... ..
�-- = 4 2�58� �� -
' ----- -- � -------- ' I 5/8"Q�x 12" EMBED @ 24" OC � -. -# �' - �:-
� CEILING JOISTS (3) 16d COMMON (31/2"x0.135") FACE NAIL
(TO PARALLEL RAFTERS) (4) 3"x0.131" NAILS �.�� ��:� �re��..:.�
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� � RAFTER TO PLATE (3) 8d COMMON (21/2 x0.131 ) FACE NAIL ���������� �������� �
� � (3) 3"x0.131" NAILS STRUCTURAL WALL NOTES: 04/09/2014
� �
FOR SHEATHING AND -�__ ; ; JACK RAFTER TO HIP (3) 10d COMMON (3"x0.148") TOENAIL 2. PLYWOOD SHEATHING N�AIBS SHAL BEEIDNSTAL EDI M NE UM OF 3/8'NF�ROM PANEL�EDGESAL INFORMATION. �,
NAILING, SEE 5 1 S315 � � (4) 3"x0.131" NAILS 3. PLYWOOD SHEATHING NAILS TO BE GALVANIZED COMMON. � (�
� � 4. AT PLYWOOD SHEATHING, USE 8d NAILS @ 12" OC FOR FIELD NAILING. �� �
SIMPSON HUS412 ' ; (2) 16d COMMON (31/2"x0.162") FACE NAIL 5. ALL PLYWOOD SHEATHING TO BE BACKED WITH 2" NOMINAL OR WIDER MEMBER.
HANGER TYP � � (3) 3"x0.131" NAILS 6. CONNECT SHEAR PANELS DIRECTLY TO STUDS. �
� � 7. ALL WALL NAILING AT WALLS, INCLUDING HEADERS, BLOCKING, RIMBOARDS, ETC. SHALL CONFORM TO REQUIREMENTS
� -- ' JOIST TO BAND JOIST (3) 16d COMMON (31/2"x0.135") FACE NAIL c;
SIMPSON LPT5. (3)AT OF NAILING SCHEDULE IN IBC 2012, TABLE 2304.9.1 UNLESS MORE STRINGENT REQUIREMENTS ARE SHOWN IN
EACH WALL (4) 3"x0.131" NAILS DRAWINGS. � � ''
�
�
� _ � NOTES: � �� 0 0
(2) 11 7/8 LVL PER PLAN � 1. TYP WOOD MEMBER FASTENING REQUIREMENTS ARE TAKEN FROM IBC 2012, TABLE 2304.9.1. � a �
2. THE ABOVE FASTENING REQUIREMENTS ARE A MINIMUM, AND SHOULD BE APPLIED ONLY TO
TYPICAL SITUATIONS. � T't1 O �
3. THE ABOVE IS ONLY A SUMMARY OF THE TABLE 2304.9.1, PLEASE REFERENCE IBC FOR C� vR� �
COMPLETE FASTENING SCHEDULE. � CV � N
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TYP WOOD MEMBER FASTENING � - `�
NO SCALE NO SCALE WOOD STRUCTURAL WALL C� � Q o
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SYSTEM SYSTEM � �
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� / No. � DATE COMMENT
`V �� X ANGLE TIGHT TO BACK X � ANGLE TIGHT TO BACK
� Q Q 01-27-14 90%CD
�` 1/2° LAG SCREW W/
� OF VENEER � OF VENEER - STEEL POST. RE: PLAN.
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�, 02-12-14 BID/PERMIT
0 2" PEN AT EACH STUD = O° , °° � � � KING � a � os-2s-�4 �iFc
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� z � (3) 2x6 DF#2
� PLATE TO MATCH
z � L5x5x1/4xCONT (HDG) � SHEATHING
� u, CHANNEL LINTEL ANGLE LINTEL =_-- TRIMMER GRADEIZE &
� _ ENTRY CANOPY
0 o STUD WALL
��� 2X6 °F#2 WALL DETAILS
VENEER LOOSE LINTEL SCHEDULE � "EA°ER
SHEAR
OPENING LENGTH, L LINTEL BEARING EE � REMARKS WALL
� L s 6'-0" L4x4x1/4 4" TYP OPENING WIDTH �� PRO�ECT No. oaTE
0 13.0719.S.01 Jan. 27, 2014
�' L<6'-0" MC8x21.4 � 6" AT DOOR NOTES: SEE ARCH PLYWOOD SPACERS
� FOR CONNECTOR SIZE, SPACING AND SHEATHING, SEE �J I S3��J DRAWN BY CHK BY TRV BY
0 o z HEADER SECTION
KH PD
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SEE ARCH FOR ELEVATION ' 11 7/8" FULL W � � o
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a BENT PL 3/8 x 1'-0" = _ � � \ ' a � U o � M � � �
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I `f' � CONT BEVELED PLATE TO � / WS� RATED PLYWOOD YES � gd @ 6 OC � � m
„
SEAL WELD � N / MATCH WIDTH OF GLULAM � �4 8d @ 6" OC � W �
1/4 � SIMPSON HU2.1/11 TYP � � � �
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4 GLULAM PURLIN -� ° -- � � .� �
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BM WEB ' I I ' � I � T ~ �
� ', ' ' � _� SEE ARCH FOR NON- � _ _ _ _ � , - .■�� v Q � � �
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j ', � ', � � RODS. DO NOT TENSION �I I I I � � , � � o � �
GER TIGHTEN, RODS
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1 1/2 1 -0 1 1/2 1 -0 �
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THREADS ;� / �� �� � � � � �
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HORIZ SLOTTED � \ �,
HOLES � � UNSUPPORTED
SHEATHING EDGES ��
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�„ 2„ MIN � - � �.� ,
� (6)#12 SCREWS � ::�:'k t4��`� �4��'���';,�..
i 4° MAX 4 FROM RAFTER TO - � ��� � �`' �^ ���
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, 1 PANEL EDGE NAILING AT SUPPORTED EDGES ���� �'�'�� ��-�°`�' ������=
I _ _ � _ _ � X �2 FIELD NAILING - 4 ����� �-
__� � _� �:.
, x 3 PANEL EDGE NAILING AT BLOCKED EDGES �:�� � � rv°r��..�..
� - , 11 7/8 TJI RAFTER � T'���� ��� "�
� � I SEE PLAN `' x ..��,�
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x � 4��. �' 4 .�:..:.
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, 04/09/2014
WEB STIFFENER � NOTES:
' ' EA FACE TYP / � _ 1. MINIMUM EDGE DISTANCE FOR NAILS SHALL BE 3/8". ��
� � �
� 2. PROVIDE BOUNDARY NAILING (TYPE 4 ABOVE) INTO ALL SUPPORTING BEAMS, WALLS, C�
TYP AT 5/16 1/2 TYP AT - _ _ i JOIST BLOCKING, AND RIM BOARDS UNO. �� �
�
ORTHOGONAL 5/16 5/16 SKEWED , , �
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_ _ _ _ PL3/8x7"WIDE SIDE PLATE � _ I
�
EA SIDE OF GLULAM - � � �
� � / �
(2) 3/4"Q�ASTM A307 THRU ' ' � � °
�
BOLTS AT 4° GAGE � � � 0 ��
/ o
� 1/4 � 1/4 �P LVL OR TJ I RAFTER � � 0 �
�
TYP 1/4 � _ � � � �
N � O �
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� 6" MAX NOTCH IN � � � N
� GLULAM PURLIN AT O �
BEVEL BEARING ' � STEEL BEAM. SEE � "'
�
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� ' NO SCALE WOOD HORIZONTAL DIAPHRAGM C� � Q �
'� '� ------� 5 1 1/2 - 1 -0 RAFTER SPLICE AT GLULAM PURLIN 2 � �
1 - 1 -0 RIDGE BEAM AT COLUMN PL3/4x7��WIDE �
�31/2" BEARING PLATE � � � .�
1"� , -1" 5k MAX HORIZ LOAD FITTED STIFF PL3/8 ES ;' � � �°
(ULTIMATE) FROM FALL �
= PL3/4x3112x31/2 W/ ARREST CABLE SYSTEM OF WEB. ALIGN WITH � ' � ��
M � �
� 1 1/2"Q� HOLE W/ FACE OF HSS �� �, 5 AT SPLICE LOCS
� I ' ��� EASED EDGES 5/16 �� COLUMN I� _ _ sszo
5/16 •� �
� ; PL3/4x51/2x51/2 , (3) SIDYP 3/16 2 2 � �
_ � i i i /� � �
Q � '� � HSS4x4x3/8 1l4 �, �, � , 2„ ' �
� i i � 2"
0
Q � i i i � / � /
' ISSUED FOR:
N W c� i 3IH I I i No. DATE COMMENT
�i � � � , ; � PL 1 x1'-0112 , ,
LVL SUB-FASCIA. I
� � � � TYP ��� ' I 11 7/8 TJI RAFTER � ' � ' ��� � � SEE PLAN �2-sa�s so�io c�
o i SEE PLAN I � 02-12-14 BID/PERMIT
O � � � � CAP PL 3/4x9�� 1/�/��E I' �i ; , 1 02-20-14 ADDENDUM#1
z � � � � � � '� i i / , , 4 03-28-14 IFC
Y � I _ W/(2) BOLTS ES OF , , WEB STIFFENER � �� _
`� COLUMN AT 5" GAGE ; I EA FACE TYP ; \ � _
� ° � � ' � O O O ' � � � � �
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u' > � � ; � I � FASCIA. SEE ARCH
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0 0 � P�s�s Es oF Ri��E � _L� � � ROOF DETAILS
BEAM WITH (6) ; I
THRU BOLTS ; , I
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� � NOTES: END OF BM �� ,
� w -ALL STEEL IS HOT DIP GALVANIZED � 13.0719.S.01 � Dec. 30, 2013
� � - SEE ARCH FOR LAYOUT OF TIEBACK ANCHORS DRAWN BY CHK BY TRV BY
�
0 o z - LAYOUT AND DESIGN OF FALL ARREST SYSTEM BY CONTRACTOR KH PD
M � Q
� Q � � SHEET No.
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� z � � '� 2 NO SCALE FALL PROTECTION @ RIDGE BEAM 9 1 1/2�� _ ��-o�� GLULAM BEAM AT COLUMN 6 1 1/2�� _ ��-o�� TJI RAFTER AT GLULAM PURLIN 3 1 1/2�� _ ��-o�� LVL RAFTER AT EAVE
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