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EDWARDS DRINKING WATER FACILITY
EDWARDS WASTE WATER
TREATMENT FACILITY � � � � �
� � � � �
EDWARDS� BERRY
I — 7O METRO CREEK � ' TOWN OFAVON
DISTRICT � METRO ' ���
� ' DISTRICT ' V�
4,�' AVON WATER TREATMENT ,`Z ,�.
� � � ER � I FACILITY RED � ��� �
~ P , AVON WASTE SANDSTONE V �ti
� go'`� � WATER TREATMENT CREEK TOWN OF VAIL �� �Q.,�
%~'� �' ' � FACILIIY Q� Q-� 0 5000 10,000
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� � I I METCALF RAW E �� -`
IM
r ' � I�M" � WATER DNERSION � SCALE IN FEET ��
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CORDILLERA � � � `` �"`� � �
U
D STRICOT � �' � � VAIL WASTE WATER PLANT ms,���.��
�` � t �` �----., F / PROJECT LOCATI N BLACK GORE INTAKE
q 0
�<v� �� C�F GORE CREEK WATER �C�
V� i � � TREATMENT FACILITY �c��� B I D S ET � � �
Y � R� � ; �
� � � �FR ,-� O
� I EAGLE-VAIL METRO � V
EDWARDS RAW WATER � DISTRICT � '
DIVERSION — �I � � o p
ARRO'NHEAD gACHELOR � �
METRO GULCH m � �
DISIRICT METRO �
° TOWN OF MINTURN -
DISTRICT ������
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�-F"SEE� f+.'fETFiG
�ISTF?ICT
� - SHEET NDEX
>• SHEET NO. TITLE SHEET NO. TITLE SHEET NO. TITLE SHEET NO.TITLE
GENERAL TASK 100 NEW PLANT LABORATORY TASK 500 DEMOLITION OF DRUM SCREEN TASK 1000 REMOVE CLARIFIER PIPE GALLERY EXHAUST
G-1 COVER SHEET, LOCATION MAP, DESCRIPTION SHEET DESCRIPTION SHEET DESCRIPTION SHEET
SHEET INDEX 100-S1 STRUCTURAL PLAN & SECTIONS 500-D1 DEMOLITION PLAN 1000-M1 MECHANICAL PLAN
G-2 GENERAL NOTES, SYMBOLS 100-A1 ARCHITECTURAL PLANS
AND ABBREVIATIONS 100-A2 SECTION & ELEVATIONS TASK 600 REPLACE CLARIFIER ROOM MOTOR TASK 1100 DELETED FROM PROJECT
G-3 OVERALL BUILDING PLAN 100-A3 DOOR & WINDOW SCHEDULES & DETAILS CONTROL CENTER PANEL
100-M1 MECHANICAL PLAN, SCHEMATIC DESCRIPTION SHEET TASK 1200 REPLACE AERATION BASIN CONTROL VALVES
CIVIL STANDARD SHEETS 100-H1 HVAC PLAN 600-E1 CLARIFIER ELECTRICAL PLAN DESCRIPTION SHEET
C-1 CIVIL DETAILS 1 100-H2 HVAC DETAILS 600-E2 CLARIFIER ELECTRICAL PLAN 1200-M1 REPLACE AERATION BASIN CONTROL VALVES
100-E1 ELECTRICAL PLAN LIGHTS & RECEPTACLES 600-E3 MCC-1A & ACC-CCP ONE LINE DIAGRAMS
STRUCTURAL STANDARD SHEETS 600-E4 CONTROL DIAGRAMS TASK 1300 REPLACE NITRIFICATION MEDIA
S-1 STRUCTURAL NOTES TASK 200 ROOF REPLACEMENT OVER PROCESS 600-E5 LIGHTING PANELS & FIXTURE SCHEDULE DESCRIPTION SHEET
GREENBERG + S-2 STANDARD DETAILS 1 BUIL.DING AND NITRIFICATION FACILITIES 600-11 ACC-CCP PANEL LAYOUTS & BILL OF MATERIALS
3 � S-3 STANDARD DETAILS 2 DESCRIPTION SHEET 600-12 POWER DISTRIBUTION WIRING DIAGRAM TASK 1400 MODIFY INFLUENT SAMPLING STATION pFESS�p
o � S-4 STANDARD DETAILS 3 200-A1 ROOF PLAN DESCRIPTION SHEET �,o�� �q�
o � 200-A2 ROOF DETAILS 1 TASK 700 REPLACE GAS LINE IN AERATION ROOM 1400-M1 MECHANICAL PLAN & DETAILS ,��� F�
110 0 EASf 171H AIIENUE � �
� oEr�,Colow�DO 80218 � MECHANICAL STANDARD SHEETS 200-A3 ROOF DETAILS 2 DESCRIPTION SHEET Z
� M-1 STANDARD DETAILS 1 TASK 1500 IMPROVE NON POTABLE SYSTEM CONTROLS � �A�11D A. MYERS �
� 303 3 2 t 2 0 4 3 � TASK 300 REPLACEMENT OF GRIT REMOVAL 700-M1 MECHANICAL PLAN & DETAILS DESCRIPTION SHEET � y�'4��
y F A X 3 0 3 321 2090 �
� g �J ELECTRICAL STANDARD SHEETS SYSTEM CONTROL PANEL 1500-E1 HYDROPNEUMATIC TANK ELECTRICAL PLAN
E-1 SYMBOLS & ABBREVIATIONS DESCRIPTION SHEET TASK 800 REPLACE GATE AT NORTH END �'��T o0
� � E-2 SYMBOLS, LEGENDS & NOTES 300-E1 ELECTRICAL PLAN & GRIT CONTROL OF AERATION CENTER CHANNEL TASK 1600 REPLACE ALARM SYSTEM F pfi ���pRP
° N E-3 STANDARD DETAILS 1 PANEL ELEVATION DESCRIPTION SHEET DESCRIPTION SHEET
L � � � � � 300-E2 CONTROL PANEL GPC-1 POWER 800-M1 MECHANICAL PLAN 1 6 0 0-E 1 M A I N C O N T R O L I N S T R U M E N T P A N E L P L A N & E L E V A T I O N
E-4 STANDARD DETAILS 2
�n DI STRIBUTION WIRING DIA G R A M 1600-11 ACC-MCIP PANEL LAYOUTS & BILL OF MATERIALS �'
' T A S K 9 0 0 REINSTALL EQ FLUSH WATER PUN1PING SYSTEM 1600-12 CONTROL PANEL MCIP POWER DISTRIBUTION WI RING DIAGRAM
� � � T A S K 4 0 0 REROUTING OF PLANT EFFLUENT PIPING DESCRIPTION SHEET 1600-13 CONTROL PANEL MCIP ALARM I/O SCHEMATIC
_. �
. � y DESCRIPTION SHEET 900-M1 MECHANICAL PLAN & SECTIONS
�-, � � 4 0 0-S 1 S T R U C T U R A L P L A N 9 0 0-E 1 P O W E R P L A N V I E W T A S K 1 7 0 0 MANUAL BAR SCREEN AND BYPASS GATE
� �,
400-M1 MECHANICAL PLAN DESCRIPTION SHEET
� o � 400-M2 MECHANICAL SECTIONS & DETAILS 1700-M1 MECHANICAL PLAN & DETAILS
� W
N p
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� �
� Q
oa ,
� N
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- �_ �. ,-_.� �
A B C D E F G H I J K L M N O P
� o GENERAL/CIVIL SYMBOLS MISCELLANEOUS AB6REVIATIONS GENERAL NOTES
� o
� �
AFF ABOVE FINISHED FLOOR OC ON CENTER
ADJ ADJACENT R RISERS 1. THE NOTE IN THE TITLEBLOCK OF THIS DRAWING WHICH
1 FH '__ ALUM ALUMINUM REINF REINFORCING READS "TWO INCHES AT FULL SCALE" APPEARS ON
�)- FIRE HYDRANT — ���� �� � EXISTING GRADE CONTOURS A.C. PAVEMENT (SECTION) ANCH ANCHOR RND ROUND DRAWINGS FOR IDENTIFICATION OF SCALE DISTORTIONS
BLK BLOCK S SINK ON HALF SIZE DRAWINGS AND DRAWING REPRODUCTIONS.
� BURIED VALVE 5110 FINISH GRADE CONTOURS BM BEAM SF SQUARE FOOT IT SHALL MEAN THAT THE DRAWING IS FULL SIZE AND THE
DUMMY CONSTRUCTION JOINT CIP CAST IRON PIPE SIM SIMILAR DRAWING SCALES ACCURATE WHEN THE LENGTH OF THIS
� MH MANHOLE - - MATCH LINE CONCRETE PAVEMENT CMU CONCRETE MASONRY UNIT S.O.G. SLAB ON GRADE LINE IS TWO INCHES. IF THE LENGTH IS OTHER THAN TWO
CONC CONCRETE STL STAINLESS STEEL INCHES, DRAWING SCALES MUST BE ADJUSTED °'
� ___ ___ EXISTING EQUIPMENT, PIPE __ CONT CONTINUOUS SST STEEL ACCORDINGLY.
BENCHMARK OR STRUCTURES � EXPANSION JOINT DBL DOUBLE STRUC STRUCTURAL
DWG DRAWING T&B TDP AND BOTTOM 2. EXISTING PIPING IS DESIGNATED BY SERVICE RATHER
�- YARD HYDRANT NEW EQUIPMENT, PIPE EA EACH T O. TOP OF THAN MATERIAL TYPE. MATERIAL TYPES, IF KNOWN,
OR STRUCTURES SWALE OR DITCH EF EACH FACE T.O C. TDP OF CONCRETE APPEAR OUTSIDE THE PIPING CALLOUT BUBBLE, AND MAY
EL ELEVATION T.O.G. TOP OF GRATING NOT BE THE SAME MATERIAL TYPES SPECIFIED FOR NEW
O C� CLEAN OUT __ PROPERTY LINE ELEC ELECTRICAL T.O.S. TOP OF STEEL PIPING.
AND DESIGNATION " -- OR MATCH LINE 5 � SLOPE EW EACH WAY T.O.W. TOP OF WALL
°O (5 HORIZ. TO 1 VERT.) EWEF EACH WAY EACH FACE T TREADS 3. ABBREVIATIONS USED IN THIS CONTRACT DOCUMENT o0
� CB CATCH BASIN _ - - CENTER LINE FF FINISH FLOOR TH THICK CONFORM TO ANSI Y1.1, UNLESS NOTED OTHERWISE ON
OR INLET EMBANKMENT FRP FIBERGLASS REINFORCED PLASTIC TYP TYPICAL DRAWINGS. SEE SPEC SECTION 01071 FOR ADDITIONAL
FTG FOOTING VERT V=RTICAL ABBREVIATIONS.
X 5110 5 GRADE SPOT x x X FENCE GRTR GRATING W 1/��IDE
ELEVATION a EQUIPMENT DRAIN HP HIGH POINT WWF 1/VELDED WIRE FABRIC 4 ALL STANDARD DETAILS APPLY TO ALL THE CONTRACTORS
JT JOINT WORK WHETHER SPECIFICALLY REFERENCED OR NOT.
- 5110.5 TOP OF CURB ELEVATION CONCRETE CURB AND GUTTER O FLOOR DRAIN L LONG
5110.5 GUTTER ELEVATION LP LOW POINT 5 SEE ADDITIONAL GENERAL NOTES THROUGHOUT DRAWING
O MAS MASONRY SET. ��
� t� �'` � �j ` � � ' � A.C. PAVEMENT (PLAN) FLOOR CLEANOUT MCC MOTOR CONTROL CENTER
;���� �� ;� % - � � � PROPOSED CONCRETE
_ �f� � �� � ���f' DRIVEWAY O MFR MANUFACTURER 6. ABBREVIATIONS ARE FOR REFERENCE ONLY. NOT ALL
/ /I /J l /. / / i � i
� � SIDEWALK ° VENT MO MASONRY OPENING
� � � � ABBREVIATIONS ARE USED IN THIS CONTRACT.
MTD MOUNTED
NPT NATIONAL PIPE THREAD 7. PROJECT DESCRIPTION SHEETS REFERENCE TECHNICAL
SPECIFICATIONS FOR CONTRACTORS CONVENIENCE.
STRUCTURAL/ARCHITECTURAL SYMBOLS CROSS REFERENCING SYSTEM EQUIRED VENT OUGHTHEYMA NOTBERF ENCED
�
SPECIFICALLY ON PROJECT DESCRIPTION SHEETS.
�
LAB a
4 CONCRETE
201 ROOM NUMBER , CONCRETE BLOCK d � a' 1 1. SECTION CUTS ARE IDENTIFIED AS FOLLOWS. P I P E I N D E NTI FI CATI 0 N SYSTE M '
a .
�� SECTION NUMBER
27 DOOR NUMBER �2 DRAWING WHERE
BRICK OR CAST IRON ��/ GRAVELLED AREAS
�j�� (PLAN VIE1/� SECTION IS SHOWN
'n 4 LOUVER NUMBER ' � 6" TFE
NEW PIPING
�
� ,�a � 2 SECTIONS ARE TITLED AS FOLLOWS:
GRATING SPAN � � EXISTING CONCRETE SERVICE ABBREVIATIONS
OA WINDOW STYLE �� � • � ,� , � �— SECTION NUMBER PIPE SIZE (SEE LISTINGS ON DWG
SECTION G2 �_ DRAWING WHERE �__.____� G-00-005)
������������������� ' 6" TFE
- s - HANDRAIL `,`i`i`i`i`i`i`i`i` SECTIO�V IS CUT '`_________,i EXISTING PIPING
�- `�`�`�`�`�`�`�`�`�` CHECKER PLATE PRECAST CONCRETE
:':':':':':':':':'� 3. DETAILS ARE IDENTIFIED AS FOLLOWS: (SEE GENERAL NOTE 2)
.�.�.�.'.�.�.�.'.'�
� A. BY NOTE. "SEE DETAIL B/M5" `^ 6" TFE j FUTURE PIPING
-------
��oe o, o ROCK OR GRAVEL STEEL OR ' �'
�'�� STAINLESS STEEL ' MORTAR, GROUT -- B IS DETAIL LETTER
OR PLASTER
' -- M5 IS DRAWING WHERE
NATURAL GROUND DETAIL IS SHOWN
-��j� / / ,- OR FINISH GRADE �' ' ,
�����%���i,������� ALUMINUM .�:. : . � REINFORCEMENT B OUT O AN ENLAR ED BE DETAILED AND LEADERING P I P I N G S E RV I C E
• - IN SECTION G DETAIL OF THE CIRCLED AREA
� � 4. DETAILS ARE TITLED AS FOLLOWS:
=1I1=1I1=1I1=1� COMPACTED BACKFILL = _ _ _ _ _ _ _ ' D DRAIN
—�I1-11I�'' - - - - - - RIGID INSULATION EXISTING EQUIPMENT DETAIL LETTER
_ _ _ _ _ __ = OR MATERIALS TO DETAI L A �� FE FINAL EFFLUENT M
_ _ _ _ _ _ _ = BE REMOVED G2 DRAWING WHERE HW POTABLE HOT WATER
DETAIL IS CALLED OUT OF OVERFLOW
EXPANSIVE CLAY, PW POTABLE WATER
STONE, BEDROCK \ �� EXISTING EQUIPMENT 5. KEYNOTES LISTED ELSEWHERE ON THE DRAWINGS ARE TW POTABLE TEMPERED WATER
� \\ BE SALVAGE FOR BALLOON CALLOUTS
� \�
- -� REUSE �
N
�
c� . . . , , PAVED ROAD
� • • • (PLAN VIEVV)
� . , .
� • . , .
J � N
oW
oz
� �
�
o C9
�. ;�
�
m
m
L
� LINE IS 2 INCHES EXTERNAL REFERENCES FESS! REVISIONS
� ; � � . � � � AT FULL SIZE 25844TBLKdwg oQP° �Nq� 2004 VAIL WASTEWATER TREATMENT PLANT IMPROVEMENTS 25844-G G2 dwg
_ � (IF NOT 2"-SCALE ACCORDINGLY) �ti F',� ZONE REV DESCRIPTION BY DATE APP
. `r' '�� �= EAGLE RIVER BC PROJECT NUMBER �
s � � D E NV E R, C O L O RAD O ' DESIGNED JRH =� '�' WATER& SANITATION DISTRICT GEN ER AL C�IENT PROJECT NUMBER
- � � � DAVID A. MYERS "' �
DRAWN KRK/JRH �'
� � 1744�
" N W SUBMITfED DATE CHECKED RAP � G E N E R A L N 0 TE S DRAWING NUMBER
PROJECT MANAGER � �
�o C H E C K E D D A M �q�.� �PO° VAIL WASTEWATER TREATMENT PLANT '
� Q A P P R O V E D D A T E O F S Y M B 0 L S A N D A B 6 R I E V A T I 0 N S SHEET NUMBER
� V B R O W N A N D C A L D W E L L A P P R O V E D C O�-� OF
O a 1 I S S U E D F O R C O N S T R U C T I O N D A M 1 0/04
A B C D E F G H I J K L M N O P �
- i,r
A B C D E F G H I J K L M N O P
TASK:
� o TASK DESCRIPTION o
--- --- ---
�
~ --- --� --- _l�- ___ =__ ___ �-- ____ _=_- � 100 NEW PLANT LABORATORY
�--- --- --- --- - - � �
, % .��== ==�-.� --- ==- ----�� --� '�--,�—_=_ __-
�„ ��i _ —~—--
..;�,.,-_� -� ^��'�.'`;� , - �L--�� �; O2 200 ROOF REPLACEMENT OVER PROCESS BUILDING AND NITRIFICATION FACILITIES
r,;- � ,
/ � � '�1 �;� ��� ,i � ii �� � ,
�'' %�f�" ` \�'�`�` � � �� ��� � � "' � 3 300 REPLACEMENT OF GRIT REMOVAL SYSTEM CONTROL PANEL
. � .� ,!/ : `'" i u i , � " � O
l t /%+ �l\�\\ � L
I�/ � \ I
!�� ��' � � � �� , 4 400 REROUTING OF PLANT EFFLUENT PIPING
-� � � �I O
� �� I �
/� `� � �
�1 ` `' " I � II tll i II
� �� f� ����1� I il 1�i 1 �� i
a� � � ,, t , ,�� � , �� ��
O5 500 DEMOLITION OF DRUM SCREEN �
� � „ 1' �, ,, 3 ��
� � � �
� � ,
((" � ' —--- ___�I ' 6 600 REPLACE CLARIFIER ROOM MOTOR CONTROL CENTER PANEL
� � ���� � ' , � O
!I � �� � �
„ CLARIFIER 1 , , „ '„ � „ '
�
� � ��`� � �+� ��1 '�� � ; �� 7 700 REPLACE GAS LINE IN AERATION ROOM
� � � S � � 12 � ( O
�� �} �'�� 1� � II O I
t � I� 1 �� I
11' lI�i � �� „ � � 8 800 REPLACE GATE AT NORTH END OF AERATION CENTER CHANNEL
, ( t ��, ,, ,, � ,�� � { , , O
.` i� � III I ( I
� � � � � 9 900 REINSTALL E FLUSH WATER PUMPING SYSTEM
� `'/' � �I
� � �',, , I Q
. /ir Ij O
�, . /,; ,—,,� � �� � L
10 � , , �� �� �)
. „ , �
� `�� �;�, f-,, ,� � , �� AERATION BASINS ,,, , �� ; � �p 1000 REMOVE CLARIFIER PIPE GALLERY EXHAUST 00
���, ; _ :,.�, ,,� � ��
� , � .`, _ - � �- �,�: I ,�� � , �� 7
� �.-���1- - ` �
_ _ --__=== 'J '' �,/�� �� I ' � , � 11 1100 DELETED FROM PROJECT
� I � ___ _______ ,
1 _ _� ; � � �� �„ , ,
I � �,..� � _ ��^-� � �II I �
�I '.-�`'�� '�---- ""`�.�"�� 1''
� � i i� , i
12 1200 REPLACE AERATION BASIN CONTROL VALVES
� � ; -- ` � � '
�r. ,�� � 11
�/ . �;\ � �
f,;-,- � `�:;��\ � � ;; � ;; � 13 1300 REPLACE NITRIFICATION MEDIA
, . � � , �, n � �� ,�, , ; � O
� , , . ,, i ,
" `��;�� ������, ��� � � f' " 1400 MODIFY INFLUENT SAMPLING STATION
� � ii, � ,� , 12 �� 14
R � , � !�, � �\� � � O �� (
�, � � , �� �� r�
/,i, � ��
�, I �� �� � ' � �� � " � =�-_ 15 1500 IMPROVE NON-POTABLE WATER SYSTEM CONTROLS
/ , , � �� �
I � �r ff( 1 5 11 1 �I I I � ' O
I I t! l i , t �'� 1 1
� � � + � 4 '�� � � �� �g 1600 REPLACE ALARM SYSTEM
,� �1� � =W_ =__ ,� -
�� ,
CLARIFIER 2 „ „ , � � �
�, (� �� �� �� I 17 1700 MANUAL BAR SCREEN AND BYPASS GATE
, � " �� " '� ;�' ' I � 'i � �
� � ,� � � � , ��
� � �� ,�, ��I� ��
4� t �' I
� 11
,;1`\ j! I/ �� ; �1 II � _i_
` �\ !� ,rJ � I� i �--+-�-�-F-�-�- ��--a-�-
. I ' �I i
� \�l � �i --- --- --- ---
t�' �'.` i � r 11 1
I �
� � . �\\�;. 'i�i, ,,� � � �'� 14
� , i � cfl
` ` ` `\\`�" . l /�`/,l/ 'I � � �I I � II � - - - - ,
' " 17
\ , ._, � � ,� �
��. . �,;-�; � �� 2 �� L_�
� v_ ,� � --- --_�
� , ;,�:� �--,�._ -�- �' i[]� ��� �� � � HEA�ORKS � � � 'T _-_..-= . � --- --- '
` �. �_=--�.=_—�__-=--- ���� I� 5 ,�� � __- --- ----,r ----- --- --- ---� (
---- - _ .�- �
� --- --- - -- (
��________--- �� � — � — � — � � _— � __�__ � _ I� ----___�.---- ---
A B C D E F G H I J K L M N O P
TYPICAL VERTICAL TRENCH � TYPICAL UNRESTRICTED TRENCH TRENCH TO BE CUT
NOTES: THROUGH FILL
SHEETING OR SHORING ' 1.INITIAL BACKFILL: SEE TABLE A, SECTION REQUIRED WHEN BOTH
= AS REQUIRED g�� 02200. PIPELINES ARE NEW
o REPLACE PAVEMENT TO MATCH � TRENCH WIDTH �� . OR WHEN ONE PIPELINE _�_ °
� 2" SAW CUT MIN 2. SUBSEQUENT BACKFILL: SEE TABLE A, - - -
, \ EXISTING WHERE REQUIRED SECTION 02200. � � AT TOP OF PIPE \ IS EXISTING
` (TYP I CAL)
>��.� i , �.�i. �i. — � -------- � -- -- SLOPE -- ------
f� Q --- --� �— � —� ,
(SEE NOTE 1) � � �i
SEE SPECS FOR TYPICAL TRENCH LIMITATIONS� u.� � _____ __ � —�-- — �-- '
� SUBGRADE �� � �
Bd =WIDTH FROM BOTTOM TO 12" ABOVE PIPE U „ �� � ��
SUBSEQUENT I REQUIREMENTS � W =CLEARANCE TO WALL, EXCLUDING SHEETING, a 12 MIN HEIGHT _� -� ° o
BACKFILL. CLASS � � � � �
SLOPING SIDES I.E. TO EARTH
DESIGNATION (TYP) r O OF FILL —�-- ` --�— MINIMUM ALLOWABLE
SEE NOTE 2 ALTERNATIVE J D =PIPE INSIDE DIAMETER, I.E. NOMINAL PIPE SIZE U (SEE NOTE 2) �� � �� o o CLEARANCE IS 3"
CONSTRUCTION (TYP) J� VARIES Bc =PIPE OUTSIDE DIAMETER
� �, A Bt =DEPTH OF BEDDING FROM INVERT OF PIPE TO WH N C EIARANCE� S D °'
Bd (TYP) �' BOTTOM OF TRENCH \
��/ , , BETWEEN 3" AND 1'-0"
W(TYP) il — —
SEE NOTE 3 EXISTING
D, W MIN, Bd MAX, Bt MIN, GROUND SEE TABLE FOR
c Y � 12"MIN. (TYP) IN. IN. IN. IN. NOTES: REQUIRED DIMENSIONS SEE TABLE FOR
0-6 6 BC +24 3 REQUIRED DIMENSIONS
INITIAL 8-24 8 BC +24 6 1. AS REQUIRED BY OSHA IF FULL HEIGHT OF FILL IS PLACED PRIOR TO PIPE
BACKFILL � 27-60 12 BC +36 12 2• MINIMUM HEIGHT OF FILL TO BE COMPACTED PRIOR TO CUTTING TRENCH IF PLAN SECTION
0o SEE NOTE 1 VARIES CONTRACTOR ELECTS TO PLACE PIPE BEFORE ENTIRE HEIGHT OF FILL ALL �
'� OVER 60 18 BC +42 12 TRENCH WALLS SHALL BE VERTICAL.
3. TOPSOIL, VEGETATION AND IRRIGATION PIPING SHALL BE REMOVED PER LARGEST REQUIRED
SPECIFICATIONS. PIPELINE SIZE DIMENSION
SMALLER 3„
BEDDING � Bt (TYP) TYPICAL TRENCH SECTION TRENCH AT FILL AREAS CONCRETE SUPPORT FOR PIPE CROSSINGS THAN 2-1/2"
2-1/2"
TOE PENETRATION T � • �� i A B C g��
OF SHEETING AS � � DETAI L VAR DETAI L VAR DETAI L VAR TO 12��
REQ'D LARGER �2„
��
' ~ NO SCALE NO SCALE NO SCALE r"
� UNREINFORCED - 12�� FACE OF
2000 PSI MIN CONCRETE FOR WALL STRUCT
ENCASEMENT PER SPECS PENETRATION � „ MIN
6" — SEE MECH DWGS � SLEEVE TYPE 2'-0 �_
4 0 BELL TYPE
MIN 2'-0 4'-0 COUPLING M,qX, CONNECTION
° MAX. a
= � D
, �.
--— --'
� W � -- -- �
� UNDISTURBED , a � _ _ _ _ _ _ _ _
EARTH �- � a PIPE - a - - ' - - - ' - - a
,. (SOIL SIDE) °� __
� .• � ° INSULATING FLANGE — — _
FOR METAL PIPE ONLY � FACE OF ' ' � ° >
BURIED CONCRETE ENCASEMENT INSULATING FLANGE STRUCT. I STL OR DI PIPE PIPE MAT.'L AS REQD.
SEE SPEC. 15050 SEE SPEC. 15050
DETAI L ° DETAI L E STEEL/D I. CONC /MECH. JT./BELL CONNECTIONS
� VAR VAR �
NO SCALE NO SCALE FLEX CONNECTORS, RESILIENT CONNECTORS,
PRESS SEAL PSX (GRAVITY LINES),
2'-0 4'-0 MC MASTER-CARR NO. & PSX-2 (PRESSURE LINES)
COMPACTED a M� 5428K OR EQUAL a , INSTALL PER MFRs RECOMMENDATIONS
EARTH BACKFILL "B" BARS
.
END CAP ��C�� ---—
s �
. - a - � - - - � - - - -
d- � �
PIPE DIA. , — —
GAS TIGHT SOLVENT � 5�� - - � FACE OF ' '
WELDED JOINT
STRUCT. I a <
PIPE CAP FOR PVC PIPE o STRUCT. WALL
° "B" BARS ^
PVC/CPVC (6"-18") PVC/CPVC (2"-4")
DETAIL VAR
0
0
��A�� ��A���2 NOTE:
NO SCALE
1. RESTRAINTS SHALL BE PROVIDED,
NOTE: 1. PIPE SHALL BE CONSIDERED SHALLOW AS SPECIFIED M
CLEAN INSIDE SURFACE 2000 PSI BURIAL AND REINFORCED CONCRETE BURIED PIPE AT STRUCTURE
OF PIPE PRIOR TO CONCRETE ENCASEMENT IS REQUIRED WHEN DEPTH
POURING OF CONCRETE OF COVER IS LESS THAN "C" IN TABLE �
_�,._�f r� _;-��" _,� f - - % END OF AND ALSO UNDER ROADWAYS UNLESS
C��— . , ' • EXISTING PIPE OTHERWISE NOTED DETAIL vAR
> . � �� �� �� �� �� ��
3 ' SIZE A B C
-� �;'-=�'�l� __ 2-12 8 5@12" 1'-6" NO SCALE
� 12-24 10 5@12" 2'-0
�
� EXISTING PIPE 12�� 30-36 12 6@12" 3'-0 N
� EXISTING PIPE PLUG REINFORCED CONCRETE ENCASEMENT
� � H
� � DETAIL G DETAIL VAR
o � VAR
�"' N
a�i NO SCALE NO SCALE
L
� LINE IS 2 INCHES EXTERNAL REFERENCES Q�OFESSfp�� REVISIONS FILENAME
� ' ' � , � � � AT FULL SIZE 25844TBLKdwg tio tF 2004 VAIL WASTEWATER TREATMENT PLANT IMPROVEMENTS 25844-G-C1 dwg
4 y ZONE REV DESCRIPTION BY DATE APP
� , (IF NOT 2"-SCALE ACCORDINGLY) �, BC PROJECT NUMBER
= °° � � EAGLE RIVER CI VI L 25aaa �'
� r N � DENVER, COLORADO DESIGNED JAH � DAVlDA. MYERS � WATER& SANITATIONDISTRICT CLIENTPROJECTNUMBER
v � �
� � DRAWN KRK JAH 77442 DRAWING NUMBER
~ oW SUBMITTED PROJECT MANAGER DATE CHECKED RAP � o CI VI L D ETAI LS 1
N � C-1
�o CHECKED oaM '��rF �P4 VAIL WASTEWATER TREATMENT PLANT
� Q APPROVED DATE a� CO�� SHEETNUMBER
� V BROWN AND CALDWELL A P P R O V E D 1 ISSUED FOR CONSTRUCTION DAM 10/04 OF
a
A B C D E F G H I J K L M N O P
A B C D E F G H I J K L M N O P
GENERAL C3. DESIGN STRENGTHS C10. STANDARD HOOKS M2. TIE TO EXISTING STRUCTURE A2 MATERIAL
G1 SCOPE A. CONCRETE, Fc = 4000 PSI ULTIMATE COMPRESSIVE BARS ENDING IN A RIGHT ANGLE BENDS OR HOOKS SHALL WHERE "TIE TO EXISTING STRUCTURE" IS INDICATED, CON- UNLESS OTHERWISE INDICATED, STRUCTURAL ALUMINUM
_ THESE NOTES ARE GENERAL AND APPLY TO THE ENTIRE PRO- STRESS AT 28 DAYS AND AS OTHERWISE SPECIFIED. CONFORM TO THE REQUIREMENTS OF TABLE 1 OF ACI-315 TRACTOR SHALL STRAIGHTEN AND SANDBLAST DOWELS AND SHALL BE ALLOY 6061-T6 OR 6063-T6 AS SPECIFIED IN
° JECT EXCEPT WHERE THERE ARE SPECIFIC INDICATIONS TO B. REINFORCING STEEL,ASTM A615, GR.60, EXCEPT FOR WELD SPLICE WITH NEW REINFORCEMENTAS DETAILED ON ASTM B-308. °
, THE CONTRARY. TIES, STIRRUPS, AND BARS NOTED ON DRAWINGS TO BE C11 SLOPING SLABS THE DRAWINGS OR AS DIRECTED BY THE OWNER, OR SHALL �
FIELD BENT, WHICH SHALL BE GRADE 40. BARS TO BE MONOLITHIC SLABS WITH TOPS THAT ARE SLOPED SHALL HAVE A3. ALUMINUM IN CONTACT WITH CONCRETE
PROVIDE DOWELS A5 INDICATED ON THE DRAWINGS. WHERE ALUMINUM IS IN CONTACT WITH CONCRETE OR MASONRY
G2. APPLICABLE SPECIFICATIONS AND CODES WELDED SHALL BE GRADE 40 OR ASTM A706. BOTTOMS SLOPED THE SAME AMOUNT, MAINTAINING A
CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE 1997 UNIFORM SLAB THICKNESS, (UNLESS OTHERWISE SHOWN). M3 JOINT PREPARATIO�! SURFACES, CONTACT SURFACES SHALL BE COATED WITH HEAVY
UNIFORM BUILDING CODE THE ABOVE SHALL GOVERN EXCEPT C4 CONCRETE COVER EXISTING CONCRETE SURFACES TO BE JOINED WITH NEW ALKALI-RESISTANT BITUMINOUS PAINT.
WHERE OTHER APPLICABLE CODES OR THE FOLLOWING NOTES CONCRETE COVER FOR REINFORCING BARS SHALL BE AS C12. GROUND SUPPORTED SLABS CONCRETE SHALL BE THOROUGHLY CLEANED BY
ARE MORE RESTRICTIVE FOLLOWS WITH MINIMUM COVER OF ONE BAR DIAMETER: CONCRETE SLABS SUPPORTED BY GROUND, UNLESS SANDBLASTING AND COATED WITH EPDXY BONDING PRECAST CONCRETE
A. CONCRETE CAST AGAINST EARTH - 3 INCHES. OTHERWISE NOTED, SHALL BE 4" THICK REINFORCED WITH 4x4 - COMPOUND JUST PRIOR TO PLACEMENT OF NEW CONCRETE.
G3. ALTERNATIVE DESIGNS B. CONCRETE TO BE IN CONTACT WITH LIQUID - 2 INCHES 6/6 WWF AT MID-DEPTH OF SLAB. USE 3/8" THICK PREFORMED PC1 DESIGN
� THE STRUCTURAL SYSTEMS AND DETAILS ON THESE PLANS UNLESS OTHERWISE NOTED. RESIN BONDED CORK JOINT FILLER TO ISOLATE THE SLAB FROM M4. JOINT TREATMENT ALL PRECAST CONCRETE MEMBERS SHALL BE DESIGNED BY �
ARE THE PRIORITY DESIGN. ALTERNATIVE SYSTEMS AND C. CONCRETE TO BE IN CONTACT WITH EARTH OR WEATHER. CONTACT WITH THE STRUCTURE ALONG ITS PERIMETER, (SEE SURFACES EXPOSED TO VIEW SHALL BE NEATLY SAW CUT TO THE PRECAST SUPPLIER TO THE REQUIREMENTS LISTED
DETAILS MAY BE USED IF THE CONTRACTOR SUBMITS PLANS 1. BARS GREATER THAN #5- 2 INCHES. STRUCTURAL DRAWINGS). A DEPTH OF 1/2" PRIOR TO REMOVING THE EXISTING ABOVE AND SHOWN ON THE DRAWINGS INCLUDING DEAD
WITH SUBSTANTIATING CALCULATIONS AND TEST DATA, AND 2 BARS #5 OR LESS - 1-1/2 INCHES. CONCRETE UNLESS NOTED OTHERWISE IN THE DRAWINGS. LOADS, SUPERIMPOSED DEAD LOADS, LIVE LOADS,
IF THE ALTERNATIVE PLANS ARE ACCEPTED BY THE OWNER D. CONCRETE NOT TO BE EXPOSED TO GROUND, WEATHER, C13. CHAMFERS HIDDEN SURFACES SHALL RECEIVE A TOOLED JOINT EQUIPMENT LOADS AND TRANSPORTATION AND PLACEMENT
ALTERNATE DESIGN REVIEW SHALL BE PAID FOR BY THE OR LIQUID EXCEPT AS OTHERWISE REQUIRED, EXPOSED CONCRETE BETWEEN NEW AND EXISTING CONCRETE. LOADS. LIVE LOAD REDUCTION MAY BE TAKEN WHERE
CONTRACTOR. 1 BEAMS AND COLUh1NS - 1-1/2 INCHES. CORNERS AND EDGES SHALL HAVE 3/4" CHAMFERS. PERMITTED BY THE CODE COORDINATE WITH THE EQUIPMENT
. 2. SLABS, WALLS, AND JOISTS - 1 INCH. RE-ENTRANT CORNERS SHALL NOT HAVE FILLETS. M5 DOWELING SUPPLIER
G4 DIMENSIONS DOWELS SHALL BE GROUTED BY COATING THE DRILLED HOLES
STRUCTURAL DIMENSIONS CONTROLLED BY OR RELATED TO C5. MINIMUM REINFORCEMENT C14. ANCHOR BOLTS PC2 CONCRETE STRENGTH
°O CONCRETE CONSTRUCTION SHALL BE REINFORCED AND DOWELS WITH EPDXY BONDING COMPOUND AND
MECHANICAL OR ELECTRICAL EQUIPMENT SHALL BE VERIFIED USE OF ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH ALL MEMBERS SHALL HAVE A MINIMUM 28-DAY COMPRESSIVE �
CONCRETE EXCEPT WHERE PLAIN CONCRETE IS INDICATED DETAIL B/S-2. INSERTING THE DOWELS INTO THE HOLES EPDXY GROUT STRENGTH OF 5000 PSI
BY THE CONTRACTOR PRIOR TO CONSTRUCTION SHALL BE FORCED INTO HOLES TO FILL THE VOIDS. SEE DETAIL
ON THE DRAWINGS UNLESS OTHERWISE NOTED, MINIMUM C15 SPECIAL INSPECTION E/S-6 AND SPECIFICATIONS. PC3. ALL PRESTRESSED DOUBLE TEE MEMBERS RECEIVING
G5 PROVISIONS FOR EQUIPMENT TEMPERATURE AND SHRINKAGE STEEL SHALL BE PROVIDED EXPANSION ANCHORS SHALL RECEIVE SPECIAL INSPECTION CONCRETE TOPPING SHALL HAVE A ROUGHENED TOP SURFACE.
DETAILS OF MECHANICAL AND ELECTRICAL EQUIPMENT IN ACCORDANCE WITH ACI-350 LATEST REVISION. MASS IN ACCORDANCE WITH UNIFORM BUILDING CODE. M6. WATERSTOPS
SUPPORTS, ANCHORAGES, OPENINGS, RECESSES, PIPING, AND CONCRETE SHALL BE REINFORCED WITH #5 @ 15" EW WHERE WATERSTOP BETWEEN NEW AND EXISTING CONCRETE
EMBEDMENTS NOT SHOWN ON THE STRUCTURAL DRAWINGS MINIMUM IN ALL FACES, EXCEPTAS NOTED IS REQUIRED, CONT�ACTOR SHALL PREPARE SMOOTH MASONRY
BUT REQUIRED BY OTHER CONTRACT DRAWINGS SHALL BE STEEL CONCRETE SURFACE AND APPLY PREFORMED HYDROPHILIC
PROVIDED PRIOR TO CASTING CONCRETE C6 ADDED TOP STEEL IN SLABS, EXCEPT AS NOTED ON DRAWINGS WATERSTOP IN ACCORDANCE WITH WATERSTOP
WHERE BEAMS OR WALLS ARE PARALLEL TO MAIN REINFORCING ST1. APPLICABLE CODE MANUFACTURER'S RECOMMENDATIONS. MA1.APPLICABLE CODE �
� G6. CONSTRUCTION LOADS IN SLAB, PROVIDE #4 @ 18" rOP OF SLAB NORMAL TO BEAM OR STEEL CONSTRUCTION SHALL CONFORM TO SPECIFICATIONS MASONRY SHALL BE CONSTRUCTED ACCORDING TO THE
STRUCTURES HAVE BEEN DESIGNED FOR OPERATIONAL LOADS WALL, AND EXTEND BARS 2'-0" BEYOND FACE OF BEAM OR WALL. AND STANDARDS PRESENTED IN THE LATEST EDITION OF AISC M7. VERIFY EXISTING DIMENSIONS PROVISIONS OF THE 1997 UBC.
� ON COMPLETED STRUCTURES. DURING CONSTRUCTION, WHEN SLAB IS ON ONE SIDE ONLY, TERMINATE BARS WITH
STANDARD HOOK ON SIDE AWAY FROM SLAB. STEEL CONSTRUCTION MANUAL. STRUCTURAL DIMENSIONS RELATED TO OR CONTROLLED BY MA2 VERTICAL CONTROL JOINTS
STRUCTURES SHALL BE PROTECTED BY BRACING AND EXISTING STRUCTURES SHALL BE VERIFIED IN FIELD BY THE VERTICAL CONTROL JOINTS SHALL BE PROVIDED FULL HEIGHT
BALANCING WHEREVER EXCESSIVE LOADS MAY OCCUR ST2 MATERIAL
C7. EXTRA ACCESSORY BARS IN ADDITION TO NORMAL CONTRACTOR PRIOR TO CONCRETE WORK, (SEE NOTE E1, THIS OF WALLS AS LOCATED ON THE DRAWINGS THE JOINT SHALL
G7. DESIGN LIVE LOADS: ACCESSORIES USED TO HOLD REINFORCING STEEL FIRMLY IN STRUCTURAL STEEL ROLLED SHAPES, INCLUDING PLATES AND SHEET) BE PROVIDED AS CONTINUOUS HEAD JOINT WITH THE MORTAR
A. FLOOR AREAS- POSITION, EXTRA ACCESSORY BARS SHALL BE USED AS ANGLES, SHALL BE ASTM A36. CYLINDRICAL SHAPES SHALL BE BACK 3/4" AT THE EXPOSED FACE (S) AND 100% OF THE
ASTM A53. TUBE SHAPES SHALL BE ASTM A500, GRADE B
1 MCC FLOORS - 150 PSF PLUS MCC LOADS, OR 250 PSF FOLLOWS: HORIZONTAL REINFORCEMENT DISCONTINUED AT THE JOINT.
ERECTION BOLTS SHALL BE ASTM A307. ALL OTHER BOLTS FIELD VERIFICATI4N 4F EXISTING
� WHICHEVER IS GREATER. A. IN SLABS #5 RAISER BARS AT 36" O.C., MAX. TO ° THE JOINT SHALL THEN BE CAULKED AS PER SPECIFICATION.
2 MAIN LEVEL EXTERIOR SLAB ON GRADE AREAS - 250 PSF SUPPORT TOP REINFORCING STEEL. INCLUDING ANCHOR BOLTS SHALL BE ASTM A 325 STAINLESS CON DITIONS VERTICAL JOINTS SHALL NOT INTERRUPT REINFORCEMENT IN �
OR AASHTO H20 TRUCK LOADS, WHICHEVER IS GREATER B. IN WALLS WITH TWO CURTAINS #3 U OR Z SHAPE STEEL SHAPES SHALL BE ASTM A276, TYPE 316. BOND BEAMS. PROVIDE TYP VERTICAL REINFORCEMENT IN
3. MECHANICAL EQUIPMENT ROOMS - 150 PSF. SPACERS AT 6 FEET O.C., E.W. ST3. WELDING F1. GENERAL ADJACENT TWO CELLS EACH SIDE OF CONTROL JOINT.
4. SIDEWALKS - 250 PSF. C8. UNLESS INDICATED OTHERWISE, ALL REINFORCEMENT LAP WELDING SHALL BE DONE BY A CERTIFIED WELDER IN DIMENSIONS AND ELEVATIONS OF EXISTING CONSTRUCTION MA3. EMBEDDED ITEMS
5. STORAGE AREAS - 125 PSF. SPLICES SHALL SATISFY THE LENGTHS (N THE FOLLOWING ACCORDANCE WITH AISC AND AWS CODES FOR ARC WELDING ARE SHOWN FOR BIDDING ONLY. WHERE DRAWINGS CALL FOR ANCHOR BOLTS OR EXPANSION
B. GRATINGS, CHECKERED PLATES, AND HATCHES - SAME TABLE. LAP SPLICES FOR WHICH THE FOLLOWING TABLE IS IN BUILDING CONSTRUCTION. BOLTS TO MASONRY OR TO GROUTED MASONRY, CELLS OF NEW
LOADINGS AS ADJACENT FLOOR AREAS. F2. VERIFICATION REQIJIRED
C. STAIRS - 100 PSF. NOT APPLICABLE SHALL BE A5 SHOWN ON THE DRAWING OR CONTRACTOR SHALL THOROUGHLY INSPECT AND SURVEY OR EXISTING MASONRY SHALL BE GROUTED BY POURING OR BY
SHALL BE REFERRED TO THEDESIGN ENGINEER FOR ST4. ENCASED STEEL PRESSURE AS REQUIRED TO ACHIEVE SOLID BOLT ANCHORAGE.
D. WALKWAYS - 150 PSF EXISTING CONSTRU�TION TO VERIFY DIMENSIONS, ELEVATIONS,
DETERMINATION OF THE REQUIRED LENGTH. STEEL COMPLETELY ENCASED IN CONCRETE SHALL NOT BE
� E. ROOFS - SHALL BE DESIGNED FOR AN ADDITIONAL GALVANIZED OR PAINTED AND SHALL HAVE A CLEAN ETC. WHICH AFFECT THE WORK SHOWN ON THE DRAWINGS. MA4.PROVIDE (2)#5 VERTICAL REBAR IN A FULLY GROUTED CELL `n
1 100 PSF SNOW LOAD LAP SPLICES SHALL NOT BE MADE AT POINTS OF MAXIMUM SURFACE FOR BONDING TO CONCRETE. AT EACH CORNER, AT EACH SIDE OF OPENINGS AND AT THE
2 50 PSF PARKING LIVE LOAD STRESS AS DETERMINED BY THE DESIGN ENGINEER. LAP SPLICES F3. REPORTING DISCREPANCIES ENDS OF WALLS, (PER DETAILS D/S-5 AND E/S-5)
F. WIND - 80 MPH. EXPOSURE B UNIFORM BUILDING CODE. FOR CONTINUOS SLAB OR LaGINTUDINAL BEAM BARS SHALL ST5 HEADED ANCHOR STUDS (HAS) REPORT ANY VARIATIONS OR DISCREPANCIES TO THE OWNER
G. SEISMIC - ZONE 1 UNIFORM BUILDING CODE. BE LOCATED IN THE MIDDLE 1/3 OF THE SPAN FOR TOP BARS MAS. PROVIDE (1)#5 REBAR PER EACH 6 INCHES OF WALL
HEADED ANCHOR STUDS SHALL BE ATTACHED TO STRUCTURAL BEFORE PROCEEDING. THICKNESS, CONTINUOUS, ABOVE AND BELOW EACH OPENING
H LATERAL EARTH PRESSURE. AND CENTERED OVER THE SUPPORT FOR THE BOTTOM BARS. ELEMENTS WITH A WELDING MACHINE APPROVED BY THE STUD
_ 1. EQUIVALENT FLUID PRESSURE = 50 pcf(AT ROOF), 25H FOR MANUFACTURER IN ACCORDANCE WITH THE MANUFACTURER'S AND AT THE TOP OF ALL WALLS. (UNLESS DETAILED
" WALLS > 15' TALL (WHERE 'H' = HEIGHT OF WALL). WALLS AND SLABS-LAP SPLICE SCHECULE FOR GRADE 60 REINFORCEMENT �/�/ELDING SPECIFICATIONS. STEEL DECKI NG OTHERWISE ON THE DRAWINGS)
2 EQUIVALENT FLUID PRESSURE = 40 pcf(ACTIVE) (ALL LENGTHS SHOWN ARE IN INCHES)
" BAR SIZE #3 #4 #5 #6 #7 #8 #9 #10 #11 MA6. USE CONTINUOUS HORIZONTAL WALL REINFORCING IN ALL MASONR
� G8. DRAINAGE SURFACES SD1. MATERIAL WALLS, EXCEPT WHERE NOTED OTHERWISE ON THE DRAWINGS. �
SLOPE DRAINAGE SURFACE UNIFORMLY TO DRAIN SLOPE REGULAR BARS 16 16 19 23 33 37 46 57 68 ELEVATIONS STEEL ROOF DECK SHALL BE GALVANIZED AND SHALL BE THE REINFORCING SHALL BE WELDED TYPE WITH 9-GAGE SIDEWIRES
2" COVER TYPE, DEPTH, AND GAGE INDICATED ON THE DRAWINGS. AND 9-GAGE LADDER TYPE CROSS WIRES MAXIMUM VERTICAL
SHALL BE 1/4" PER FOOT EXCEPT WHERE NOTED OTHERWISE TOP BARS 16 20 24 29 42 48 60 74 89 SPACING OF JOINT REINFORCEMENT SHALL BE 16 INCHES.
ON THE PLANS E1 VERIFY EXISTING ELEVATIONS SD2. FABRICATION AND ERECTION
1" COVER REGULAR BARS 16 16 22 31 50 62 76 92 108 ALL ELEVATIONS NOTED FOR EXISTING CONSTRUCTION ARE
G9 FLOOR DRAINS DECK SHALL BE MANUFACTURED AND ERECTED IN MA7. DOWELS
TOP BARS 16 20 29 40 64 81 98 119 141 APPROXIMATE, (SEE NOTE M7). ACCORDANCE WITH STANDARD RECOMMENDATIONS OF THE PROVIDE DOWELS TO FOUNDATIONS OR SUPPORT MEMBERS
SLOPE FLOOR TO DRAIN AT ELEVATIONS NOTED, (SEE STEEL DECK INSTITUTE, EXCEPT AS NOTED ON THE DRAWINGS TO MATCH VERTICAL WALL REINFORCEMENT.
� MECHANICAL DRAWINGS FOR SIZES AND TYPES). LAP SPLICE SCHEDULE NOTES
A. CONCRETE IS NORMAL WEIGHT CONCRETE WITH A MINIMUM SD3 WELDING MA8 MINIMUM VERTICAL REINFORCEMENT#5@48" 0 C
G10. FOUNDATION DESIGN CONCRETE COMPRESSIVE STRENGTH=4000 PSI. WELDING PATTERNS AND DETAILS SHALL BE INDICATED ON M
FOUNDATION DESIGN IS BASED ON RECOMMENDATIONS B. MINIMUM BAR SPACING IS �'. THE SUBMITTAL DRAWINGS.
OUTLINED IN THE SUBSOIL STUDY PREPARED BY C. A TOP BAR IS A HORIZONTAL BAR WHERE MORE THAN 12 MODIFICATION OF EXISTING CONCRETE FIBER REINFORCED PLASTIC (FRP)
HEPWORTH-PAWLAK GEOTECHNICAL, INC.; PROJECT NO 103 INCHES OF FRESH CONCRETE IS CAST DIRECTLY BELOWTHE PRIOR TO NEW CONSTRUCTION SD4 OPENINGS
101 DATED FEBRUARY 10, 2003 BAR. HORIZONTAL WALL BARS ARE CONSIDERED TOP BARS. OPENINGS LARGER THAN 6" IN DIAMETER SHALL BE APPROVED FRP1. ALL FRP PRODUCTS SHALL BE MANUFACTURED USING A
CONCRETE D. FOR EPDXY-COATED REINFORCEMENT, MULTIPLE THE M1. SCOPE BY THE OWNER PRIOR TO BEING CUT INTO THE DECK. PULTRUDED PROCESS UTILIZING EITHER A FLAME RETARDANT
TABULATED VALUES BY 1 5 FOR 'REGULAR BARS' AND 1 3 FOR ISOPHTHALIC POLYESTER OR A FLAME-RETARDANT
� 'TOP BARS'. THE FOLLOWING NOTES ON MODIFICATION OF EXISTING VINYLESTER RESIN CONTAINING AN ULTRA-VIOLET U
C1. APPLICABLE CODE E. LAP SPLICE LENGTHS FOR BEAMS SHALL BE AS SHOWN IN THE CONCRETE ARE GENERAL AND APPLY TO THE ENTIRE ALUM I NUM INHIBITOR A SYNTHETIC SURFACE VEIL SHALL BE THE
� CONCRETE CONSTRUCTION SHALL CONFORM TO THE LATEST PROJECT EXCEPT WHERE THERE ARE SPECIFIC INDICATIONS
c� TABLE ON THE STANDARD BEAM ELEVATION. OUTERMOST LAYER OF REINFORCEMENT COVERING THE
�. EDITION OF THE ACI 301 SPECIFICATIONS FOR BUILDINGS. TO THE CONTRARY. ENTIRE EXTERIOR SURFACE. THE FRP SHAPES SHALL ACHIEVE c�
� A1. APPLICABLE CODE
J C2. REINFORCING STEEL DETAILS C9 RESTRICTED BAR ANCHORAGE ALUMINUM CONSTRUCTION SHALL CONFORM TO THE LATEST A FLAME SPREAD OF 25 OR LESS IN ACCORDANCE WITH ASTM
�
ALL DETAILING, FABRICATION, AND ERECTION OF REINFORC- IN CASES WHERE REINFORCING BARS CANNOT BE EXTENDED EDITION OF THE ALUMINUM CONSTRUCTION MANUAL OF THE TEST METHOD E84
o Z ING BARS, UNLESS OTHERWISE NOTED SHALL BE IN ACCORD- AS FAR AS REQUIRED DUE TO THE LIMITED EXTENT OF THE ALUMINUM ASSOCIATION.
� � ANCE WITH MANUAL OF STANDARD PRACTICE FOR DETAILING ADJACENT CONCRETE STRUCTURE. THE BARS SHALL EXTEND
° � REINFORCED CONCRETE STRUCTURES, (ACI-315), LATEST
� � AS FAR AS POSSIBLE AND END IN STANDARD HOOKS.
�, EDITION
L
� LINE IS 2 INCHES EXTERNAL REFERENCES REVISIONS FILENAME
, � � �o��ssraN 2004 VAIL WASTEWATER TREATMENT PLANT IMPROVEMENTS 25844-G-S1 dwg
� � , � � 1 AT FULL SI�E 25844TBLKdwg p� `�( `.. ZONE REV DESCRIPTION BY DATE APP
�r (IF NOT 2"-SCALE ACCORDINGLY) ��4 �'� � BC PROJECT NUMBER
� �, ,�� � EAGLE RIVER STRUCTURAL 25844 �
- � � D E NVE R, C O LO RAD O DESIGNED JAH � �- WATER& SANITATION DISTRICT CLIENT PROJECT NUMBER
� � >_ � DAVin A. MYERS �' �
� � DRAWN KRK JAH
� � '17442 DRAWING NUMBER
STRUCTURAL NOTES S-1
' o � SUBMITfED DATE CHECKED RAP
� W PROJECT MANAGER .�r� o VAIL WASTEWATER TREATMENT PLANT
N ° CHECKED DAM�SWH �',r O
� Q APPROVED DATE F�P SHEET NUMBER
0 V BROWNANDCALDWELL APPROVED �� CO�� � ISSUEDFORCONSTRUCTION DAM 10/04 OF
a
A B C D E F G H I J K L M N O P
A B C D E F G H I J K L M N O P
' `""" ' SANDBLAST SURFACE EQUAL
REINFORCING MUST BE HEX NUT AND GALV OR SS AND APPLY A BONDING NOTES:
ELECTRIC 3/4"(±1/4") COMPOUND PRIOR TO 1. SPACING EQUALS 10" ON CENTER UNLESS
_ 3/4" R (TYP) OUTSIDE OF CONDUIT SERVICE ANCHOR BOLT AS REQ'D BY GROUT PLACING CONCRETE, � o
° EQUIPMENT MANUFACTURER , OTHERWISE NOTED. �
� � ,�
. ___ ___ ____,, ,____ _ __ ___ (TYP. ALL AROUND). a 2. TABLE IS SUITABLE FOR 25 FEET OF WATER
-� ` 4" FOR 3/4" THRU 1"AB ��
ALTERNATE EQUIPMENT `- , STEEL EQUIPMENT BASE : , � � EXIST ;a � ; PRESSURE USING 4000 PSI CONCRETE OR
� ' •. 6" FOR 1-1/4' THRU 1-3/8" AB � � CONC ' ' BETTER AND GRADE 60 REINFORCING.
DRAIN LOCATION AS LEVELING NUT IF REQ'D �- �" 10" FOR 1-1/2" AB � � I � I (
REQUIRED ' � � . ' -
.
� SEE SPECS) �<< �• •. ,:;. +•
- - - - - - � - - �', i � ��� i y'�H; :`%�i
TABLE
P LAN SEE NOTE 6 � 6" FOR 7/8" AND SMALLER AB O W a
° ° 8" FOR 1" THRU 1-3/8" AB � � � Q . W � LONG SIDE OF OPENING (FEET)
� #4 x 6' M I N R E I N F S T E E L a ' 12" FOR 1-1/2"AB W ; � N � -�U, a � 1 2'-0" O R L E S S 1 8'-0" O R L E S S rn
NON-BEARING VOID AREA WITHIN METAL , a -• a - - - - - - p , � �--� .�'� e' � � 0 a � �� REINF. DOWELS REINF. DOWELS
PLATE OR AS REQ D TO °a � � � � w U Q w c� 4-0 #4 #5 #4 #5
BASE TO BE FILLED WITH CEMENT GROUT KEEP VOID AROUND a � C� m � � � Z 6'-0" #5 #5 #6 #6
METAL BASE �—'-�� 2 �� ANCHOR BOLT „ � � ~ � w i , „
i � 2 � , � i-- a w 8-0 #6 #7 #7 #7
\
3�4�� R i�� CONCRETE EQUIPMENT MIN. ; �= ; O � � 10'-0" #7 #8@9" #7 #8@9"
. . • -- --.- " BASE I
� O 12'-0" #7 #8@9" #8 #8@8"
� �� ----�-- 3 I ANCHOR BOLTS SHALL BE MIN. SIZE SHOWN OR
� 1 CLR. � � � � � � � � � LONGER AS REQ'D. BY EQUIPMENT MANUFACTURER. � ( � � a I I �
v RECESSES AS REQ�� NOTES: ANCHOR BOLT DETAIL ----�� ' �� '
_ BY EQUIPMENT � / '� WATERSTOP, (AND ,
� --- 1. ALL EQUIPMENT, INCLUDING TANKS SHALL HAVE A CONCRETE EQUIPMENT BASE TO SEALANT), WHERE �;
6 I #4 @ 12" EWEF UNLESS SURFACE ROUGHENED TO SUIT, EXCEPT AS SPECIFICALLY NOTED ON THE DRAWINGS, BASE SHALL BE REQ'D
TOPPING OR � � OTHERWISE NOTED. WITHIN 1" OF EDGE. APPLY PROVIDED BY THE CONTRACTOR IN ACCORDANCE WITH THE RECOMMENDATIONS 12��
OTHER SURFACE WHERE SLAB IS 9" OR BONDING AGENT PRIOR TO OF THE EQUIPMENT MANUFACTURER AND AS APPROVED BY THE CONSTRUCTION MIN.
OF FINISH FLOOR. LESS USE #3 @ 6" E.F. INSTALLATION OF CONCRETE. INSPECTOR, SEE MECHANICAL DRAWINGS. DRILL AND GROUT DOWELS PER SE= TABLE FOR BAR SIZE
2. ANCHOR BOLTS SHALL BE SIZED FOR THE EQUIPMENT LOAD PLUS SEISMIC LOADS, DETAIL C/S-4. TYP. ALL AROUND AND SPACING. TYP. E.W., E.F.
� DRILL 3/4" DIA x7" HOLE AND (SEISMIC ZONE NOTED ON DRAWING S-1) OPENING. SEE TABLE FOR SIZE
AND SPACING. �`
EPDXY GROUT DOWEL ELEVATION 3. ANCHOR BOLTS SHALL PENETRATE STRUCTURAL SLAB AS REQUIRED TO MEET ELEVATION SECTION
- MINIMUM EMBEDMENT SPECIFIED, EPDXY DOWEL TO EXISTING SLAB.
�
4. DRILLED HOLES WITH ANCHOR BOLT SET IN NON-SHRINK GROUT OR ADHESIVE
KEY NOTES: TYPICAL EQUIPMENT PAD GROUT INSTALLED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS CONCRETE WALL PLUG - RECTANGULAR
IJIAY BE USED IN LIEU OF HOOKED BOLT, EXPANSION SHELL TYPE BOLTS SHALL NOT
1O 3 1/2" OR LENGTH OF EQUIPMENT ANCHOR BE USED. B
BOLT LESS 3" MIN. WHICHEVER IS GREATER. D ETAI L A 5. ALL PENETRATIONS FOR CONDUIT AND PIPING SHALL BE WITHIN CONCRETE D ETAI L VAR
VAR EQUIPMENT PAD PAD TO BE CONFIGURED ACCORDINGLY.
2O 3/4"(±1/4") NON-SHRINK GROUT UNDER ALL NO SCALE 6 SLEEVE MAY BE PVC OR OTHERWISE FORMED AT CONTRACTOR'S OPTION, INSIDE
� BEARING SURFACES AND IN BOLT HOLES DIAMETER = ANCHOR BOLT DIAMETER + 2". NO SCALE �
BAR LAP SPLICE, 2 ��2�� 2 ��2��
(UNLESS NOTED OOK TOP SLAB � w Q L6x4x5/16, 1 ROW CONNECTION VARIES
OTHERWISE � ' o � � �
) � ONLY. PROVIDE ADDITIONAL BOLT
a ° � � �` TO ENCLOSE BEAM WEB � �
° a v •- ¢ m
a d ° a
�n Q '`� _ _ _ OPENING DIMENSION �
6�� TOP BAR LAP 6�� "� 5/16'� THICKNESS AT STEEL AND CHIP EDGES OF
MIN SPLICE, IF REQ'D. MIN. . - - MINIMUM 1/4" THICKNESS AT ALUMINUM EXIST SLAB BACK �
SHALL BE AT OR MAY USE LAP `�' � � AS SHOWN a
MIDSPAN, (TYP. U p W W SPLICE. - - 3/4" � A325SC BOLTS AT STEEL G--= � � c � � � co �
UNLESS NOTED J � � i— FRAMING, 3/4 � STAINLESS STEEL __
OTHERWISE . a � W Z BOLTS AT ALUMINUM FRAMING
= ) �
c n z c n T O P M I D S P A N
� PLACE EPDXY
Q � � ¢ REINF. SEE STEEL OR ALUMINUM BEAM BINDER PRIOR TO
� � Z = Z � � ) #5 DOWELS AT 12" AT �
� J � W w a DWGS BEAM WEB OR COLUMN WEB FLANGE CASTING TYP.
0° � O � SEE TABLE BELOW FOR MYP A L A OUND. SEE
a REINFORCING. TYP. EA �
a a W A Y A T B O T T O M. P L A C E DETAIL E/S-6)
INTERMEDIATE BARS SPANNING THE
a SLAB SHORT DIRECTION FIRST.
NOTES:
NOMINAL BEAM ROWS OF LENGTH �, NUMBER OF ROWS IS EQUAL TO NUMBER
a d a a DEPTH, INCHES BOLTS OF ANGLE OF BOLTS TO ENCLOSED WEB.
REINFORCING
36 7 1'-8 1/2" 2. ALL FRAMING CONNECTIONS SHALL CONFORM M
� � �� TO SCHEDULE UNLESS DETAILED OTHERWISE SHORT SIDE LONG SIDE OF OPNG. (FEET)
30 — 33 6 1 -5 1 2
° 24 — 27 5 ��_2 1�2�� ON FRAMING PLAN. OF OPNG. (FEET) < 18'-0" > 18'-0"
ACI STD HOOK, TILT FROM 16 — 21 4 >> ��2" 3. ADD 1 1/2" TO ANGLE LENGTH FOR <_6'-0" #4 @ 8" #4 @ 8"
VERTICAL AS REQ D TO � SEE STRUCT. „ STAGGERED BOLT CONNECTIONS. <_12'-0" #5 @ 12" #5 @ 12"
MAI NTAI N CLEARANCES DWGS. 12 - 15 3 8 1/2
3 $ — �a 2 5 ��2�� 4. ANGLE MATERIAL TO MATCH BEAM MATERIAL.
N 6 � 3�� 5. WELDING IN LIEU OF BOLTING MAY BE USED
cn AT CONTRACTORS OPTION, SUBMIT DETAILS.
�' REINFORCING STEEL AT SLAB WALL INTERSECTIONS
� SLAB PLUG N
. � C TYPICAL FRAMING CONNECTION-STEEL AND ALUMINUM
E
o � VAR o D ETAI L
� ; DETAIL VAR vAR
� �? NO SCALE
� � NOT TO SCALE NO SCALE
�
s
� LINE IS 2 INCHES EXTERNAL REFERENCES ��OF�SS1pNQ REVISIONS FILENAME
� � � , . � � � ATFULLSIZE 25844TBLKdwg �ti� �F ZONE REV DESCRIPTION BY DATE APP 2004 VAIL WASTEWATER TREATMENT PLANT IMPROVEMENTS 25844-G-S2dwg
- �r (IF NOT 2"-SCALE ACCORDINGLY) 2-
- � �`� � BC PROJECT NUMBER
_ � `y DENVER, COLORADO JAH � m EAGLERIVER STRUCTURAL 25844 �
� � DESIGNED � DAViD A. P�IYERS �, � WATER& SANITATION DISTRICT CLIENT PROJECT NUMBER
� � DRAWN KRK/JAH �7e�42
' °' DRAWING NUMBER
- o � SUBMITfED DATE CHECKED RAP � STANDARD DETAILS 1
� W PROJECT MANAGER S �
" � CHECKED DAM/SWH `f''� F � o° V A I L W A S T E W A T E R T R E A T M E N T P L A N T
`- Q APPROVED DATE T QF CO�fl P
� v BROWN AND CALDWELL APPROVED SHEET NUMBER
� 1 ISSUED FOR CONSTRUCTION DAM 10/04 OF
o.
A B C D E F G H I J K L M N O P
A B C D E F G H I J K L M N O P
SPAN „
SYM RETURN 1" AT 1 3/8" 1/4" q,�� 3 GRATING SCHEDULE �6'
_ ABOUT � END OF R, 3/4". COVER �' � � S-00-009 BEARING BAR SIZE CLEAR
o �
� _ _ SPACER WHERE FIBERGLASS ALUMINUM SPAN °
� , • L 2"x2"x1/4" � i 5 1/2" APPLICABLE. �
�� I� .�.. MIN. • ' ,� 1"(IMIN =.0.40) 1x3/16 2'-6"
, ,, _ _
�' �I � . ; ' 3/16 TYP. ;• ,�� N „ END BANDED. TYP. 1 1/4"(IM�N =0 78) 1 1/4x3/16 3'-6"
I _ �� , ��
�e , �� r , r � � 1/2 DIA. S 00-009
�� �� WHERE i STIFFENERS r:• . � HANDLE. �---� PER NAAMM SPECS. 1 1/2 (IM�N =1.35) 1 1/2x3/16 4-0
�� i� REQ'D. FOR WHERE REQ'D. � 2"(IMIN=3.2) 1 3/4x3/16 5'-0"
�� �� STOP. SPAN DIM. IS FACE TO FACE 6" _ I TYP ALL BEARING 2x3/16 5'-6"
� �� EI ! a 1/2"QJx6" OF OPENING � ' �1. AND CROSS BARS TYPICAL 2 1/4x3/16 6'-6"
..�....�_J � LONG STUD ANCHOR � � TO INTERIOR END SEAT!NG 2 1/2x3/16 7'-0"
rn ��-•-- �------ -- �� 1/2" DIA. ANCHO� BOLT, (S.S. 2 a,T BANDS. �
w~� AT 12 MAX WELD TO EXP. ANCHOR AT EXIST. � W
I FOR HANDLE SEE � S-00-009 t-
ANGLE. CONC.) AT 12" O,C. MAX. O
DETAIL B/S-00-009. � a I ��
� U � BEARING CROSS Z
STIFFENER BARS AS LOOSE COVER PLATE AND SUPPORTS N BARS BARS � �
SPECIFIED IN TABLE r- SECTI�N S-00-009
COVER PLATE PLAN ��2�� SSFH �� NOTES:
3/4" 1/4"1"1 1/4" SCREWS AT NO SCALE
12" O.C. 1 1/4" 1 GRATING MANUAL OF NAAMM, UN SS OTH RWISI
" " �-- P LAN
� 3/16 1/2 1/4 3/16
MINIMUM REQUIREMENTS FOR GRATING GRATING SPECIFIED. GRATING SHALL BE ALUMINUM UNLES� 00
1/4" DIA. STUD 8 GAGE GALV. CLIP NOTED OTHERWISE.
ALUMINUM COVER PLATES � � � •, . 2. GRATING SHALL BE SWAGED AND FORGED.
PLATE BAR � DRILLED AND HOLD DOWN CLIP.
M� THICKNESS SIZE SPACING _ � ,�, � � , , y y HANDLE IN TAPPED INTO 3 WHERE BOLTED GRATING IS SPECIFIED. PROVIDE �
SPAN (INCHES) N � . � 1/4" CLOSED CELL �; ,. RAISED GRATING SUPPORT � _ GRATING CLIPS APPROX. 4" FROM THE CORNERS
(INCHES) (INCHES) EXPANDED „ .: POSITION. W/S.S HEX NUT OF EACH PIECE ADJACENT PIECES MAY BE
-. .
2'-0" 3/8 - - SLEEVE �� y� NEOPRENE GASKET. COVER F� ANCHORED WITH ONE CLIP AND 2 STUDS, (SEE
' 11 AND WASHER.
3'-0" 1/4 3/8x2 12 NUT L 3"x2"x1/4" MIN OPTIONAL 3/8" STEEL SECTION 1)
� 6'-0" 1/4 3/8x2 6 SPAN DOF OP NCN TO I � � PLATE CLIP WITH SUPPORT�L 4. GRATING SHALL BE REMOVABLE.
G � TYPICAL SLOTTED HOLE. BOLT 5• CLEAR SPAN SHALL BE PLAN DIMENSION FACE TO t�.
BOLTED COVER PLATE AND SUPPORTS � GRATING TO GRATING AND FACE OF OPENING.
` MINIMUM REQUIREMENTS FOR 3/16 SEAT. NOTCH TO FIT 6• GRATING SCHEDULE IS SUITABLE FOR DESIGN LIVI
STEEL COVER PLATES FLANGE OF SUPPORT. LOADS OF 250 PSF OR LESS.
M� PLATE BAR SPACING NOTES. 1/4" R, FAB AS 3/16 2 3 7. I IS MINIMUM MOMENT OF INERTIA REQUIRED,
SPAN THICKNESS SIZE ��NCHES) SHOWN EA. WAY. SECTION SECTION (INCHES4) FOR FIBERGLASS
(INCHES) (INCHES) 1. USE SECTION 1 FOR LOOSE COVER PLATE. S-00-009 S-00-009 8. END BAND TO BE 1/4" LESS THAN GRATING DEPTH.
2'-0" 3/8 - - 2. USE SECTION 2 FOR BOLTED COVER PLATE. �� �� 9. 1 3/16" AT ALUMINUM.1 1/2" AT FIBERGLASS
4'-0" 1/4 3/8x2 12 3. SEE SPECIFICATION 13236 FOR FRP COVER SECTION NO SCALE NO SCALE 10. SEE SPECIFICATION 13236 FOR FRP GRATING
cfl 7'-0" 1/4 3/8x2 6 PLATE ADDITIONAL REQUIREMENTS. ADDITIONAL REQUIREMENTS.
cfl
COVER PLATE DETAILS COVER PLATE LIFTING HANDLE GRATING SCHEDULE AND CONNECTION DETAILS
DETAIL A DETAIL B DETAIL �
VAR VAR VAR
NO SCALE NO SCALE NO SCALE
`n L 2"x2"x1/4" MIN. INCREASE GRATING �
ANGLE SIZE TO SUIT SPACER BAR WELDED TO GRATING AS REQ'D `•'=.j�. � ,�,,. L 3"x3"x1/4" MIN 1/2" BAR FLUSH WITH
GRATING, (SEE SCHEDULE). TO PROVIDE TOP FLUSH W/TOP OF CONC. ' . ., �'' f :, OR AS NOTED. TOP OF GRATING.
MITER AND WELD AT LEAVE 1" GAP EVERY 24" FOR DRAINAGE. ''
. , � , ,
:
CORNERS. '�� s , �� 3/16
L 3"x2"x1/4" M I N
• ' END RETURN 3/16" THICK ANGLE.
- 1/4" MAX., TYP. �• ; . . . . . . G
. � �• \
L 1/2"Q1 ANCHOR r" L 2"x2"x1/4"
' � BOLTS 18" O.C., MAX. FOR GRATING
d. . •
� . ,• . . . . . '• .. . - BOTH SIDES. �
. ��' �� ., `�
° ',• . . _ , 3/16
•� . •,
. . .y .. �. � . ' i
. � ! . .: G � .
' � � GRATING .�•." •� • . 1/2" DIA. MIN. — . .~ . ; • •
� � �' ' ' ,
�� '� � ' . 4 MIN • , ' '. ANCHOR BOLTS. N� 1/4 . ••�� . . ;. r ,�,
�� _ ..
� � .. •..
PLAN OR SECTIONAL DIM 4" •� ��r � '�' .. I'� 3/8"x3" MIN. � �. � ' . � ��
i 1 . j . t �.
FACE TO FACE OF OPENING MIN. � ' � �• � �
��
ANC�HOR @ 18" GRATING SEAT ANGLE. "�
O.C., nnax. SECTION 1/4" F� STOP AT ENDS.
NOTES: NOTE: NOTES:
� 1 SEE SPECIFICATION 13236 FOR FRP GRATING 1. ADJUST END PLATE ORIENTATION 1. SEE SPECIFICATION 13236 FOR FRP GRATING
� ADDITIONAL REQUIREMENTS. TO SUIT LOCATION. ADDITIONAL REQUIREMENTS.
� GRATING SUPPORT AT CONCRETE GRATING END SUPPORT GRATING SUPPORT AND RETURN N
�
�
� D ETAI L ° D ETAI L E D ETAI L F
� � VAR VAR VAR
,
� � NO SCALE NO SCALE NO SCALE
�
�
�
� LINE IS 2 INCHES EXTERNAL REFERENCES '"�' REVISIONS FILENAME
� j � � . � � t AT FULL SIZE 25844TBLKdwg oQ�OFESS1pNq` ZONE REV DESCRIPTION BY DATE APP 2004 VAIL WASTEWATER TREATMENT PLANT IMPROVEMENTS 25844-G-S3 dwg
- � (IF NOT 2"-SCALE ACCORDINGLY) ��. c�� BC PROJECT NUMBER
� � ,�� �, EAGLE RIVER
STR U CTU R AL 25a� �
_ � � D E NVE R , C O LO RAD O DESIGNED JAH � m � WATER & SANITATION DISTRICT CLIENT PROJECT NUMBER
� � DRawiv KRK/JAH � DAVID A. MYERS �
� � �7442 S TA N D A R D D E TA I L S 2 DRAWING NUMBER
� o � SUBMITTED DATE CHECKED RAP S—�
� W PROJECT MANAGER �� o VAIL WASTEWATER TREATMENT PLANT
N �
�o CHECKED DAM/SWH 4
� v APPROVED DATE APPROVED '�TF OF �Q1.d�P SHEETNUMBER
� � BROWN AND CALDWELL 1 ISSUED FOR CONSTRUCTION DAM 10/04 OF
a
A B C D E F G H I J K L M N O P
A B C D E F G H I J K L M N O P
3'-0"
UNLESS
o OTHERWISE
� NOTED �
�
SMOOTH, �
� ROUNDED W O
a a TRANSITION v z _ �� _
� x � 1/4" DIA. WEEP HOLE, LOCATED 4 \ z
� J z P A R A L L E L W I T H C E N T E R L I N E O F � , � MIN. �� �
4 � � � _ — V HANDRAIL, (ONE SIDE ONLI�. � � I
d
� Q EDGE OF CONC.
� � = 6'-0" 2'-0" 3" EXCEPT ¢ � FLOWABLE NON-SHRINK, � , � � i 5„ �
° a � � � _ MAX. MAX. AS NOTED � � NON-METALLIC GROUT. GROUT � i MIN.
N
- N w SHALL BE ALLOWED TO FLOW � Z �
a _ _ FINISHED � w INTO BOTTOM OF POST UNTIL � � � i 6��
a � FLOOR O = F L U S H W I T H T O P O F C O N C. a � ' i MIN
a a °. a a a - - � � INSURE THAT WEEP HOLE ° j d a a +� i
° � REMAINS CLEAR. "� , ,"� ° ° N
a U; W a
�� �� � z " M a 6" PVC INSERT ° (2)%"Q1 ADHESIVE
WHERE CHAIN RAILING IS ° a � � PLATE. � Q, � (2)%"Ql ADHESIVE ANCHORS AS PER
� SPECIFIED, PROVIDE 3/16" PROVIDE TOEBOARD, M � _� a ' a ANCHORS AS PER DETAIL C/S-4 �
NON-CORROSIVE METAL a d' #3�TIED TO TOP OF � ��� �� DETAIL C/S-4
PASSING LINK CHAIN WITH A EXCEPT WHERE ad a _ _ _ _ � � „ a � ,
BOAT SNAP AT ONE END, (TYP ) NOTED OTHERWISE v 12 SLAB REINFORCING. .
ON DRAWINGS �
a a 8 ° a ° ' —� BOTTOM 6" OF POST SHALL BE
COATED INSIDE AND OUTSIDE . 5„
� WITH ZINC CHROMATE OR
EXPANSION BITUMINOUS PAINT. MIN
TERMINATE RAILING AS SHOWN 12" UNLESS SH-'"- JOINT
WHERE NO HORIZONTAL RUN IS OTHERWIS PROVIDE TOEBOARD, #3 BAR CONTINUOUS (TYP.)
_ � REQD TYP , T&B OF STAIRS. r,
EXCEPT WHERE SLEEVE MOUNTED SIDE MOUNTED BASE PLATE MOUNTED
NOTED OTHERWISE NOTES:
= NOTES. ON DRAWINGS.
1 RAILING POST LOCATIONS SHALL BE FIELD MEASURED AND FABRICATED TO FIT. 1. FOR REMOVABLE HANDRAIL IN PIPE SLEEVE OMIT GROUT AND REPLACE PVC
2. DESIGN LIVE LOAD EQUALS 501bs PER LINEAR FOOT APPLIED HORIZONTALLYAi RIGHT ANGLES TO TOP RAIL. INSERT WITH STEEL PIPE INSERT.
3 POST MOUNTED SHALL BE PER DETAIL B/S-2. 2. COORD. WITH HANDRAIL SUPPLIER.
3 USE SLEEVE MOUNTED FOR INTERIOR APPLICATION ONLY. B
TYPE A HANDRAIL 4. BASE PLATE OR SIDE MOUNTED ARE TO BE SELECTED SUCH THAT NEW DETAI L VAR
HANDRAIL MATCHES EXISTING HANDRAIL ALIGNMENT BOTH VERTICALLY AND
co HORIZONTALLY. �
DETAIL A NO SCALE
VAR
NO SCALE
3" SEE SEE
MIN. SCHD NOTE 8 ADHESIVE ANCHOR SCHEDULE
�
1,2,3,4,7,8 5 6
BAR MAXIMUM DRILL SIZE AND MINIMUM HOLE DEPTH MINIMUM MINIMUM
OR REINFORCING BAR THREADED ROD EDGE TOTAL REINF.
ROD DISTANCE BAR LENGTH
DIA EPDXY ADHESIVE EPDXY ADHESIVE (X) (L)
ADHESIVE CAPSULE ADHESIVE CAPSULE
= a ° X 3/8" 5/8"x6" 1/2"x6" 7/16" or 1/2"x6" 15/32"x6" 4 1/2" 18"
a
a
1/2" 3/4"x7" 5/8"x8" 9/16" or 5/8"x7" 9/16"x7" 6" 24"
� —°�°� 5/8" 7/8"x9" 13/16" x 9" 11/16" or 3/4"x9" 11/16"x9" 6 3/4" 29"
� °°-—-�° d.
� 3/4" 1"x11" 1"x12" 13/16" or 7/8"x11" 7/8"x10" 9" 36"
d a ° HOLE DIAMETER, 7/g�� 1 1/8"x13" 1 1/8"x14 1/2" 15/16" or 1"x13" 1"x11" 11" 45"
EXISTING SEE SCHEDULE.
CONCRETE 1" 11/4"x16" 11/4"x16" 11/8"x16" 11/8"x14" 12" 57"
� 1 1/8" 1 1/2"x17" 1 1/2"x18" 1 1/4"x17" 1 1/4"x16" 13 1/2" 70"
1 1/4" 1 3/4"x19" 1 3/4"x21" 1 1/2"x19" 1 1/2"x19" 15 3/4" 87"
NOTES:
1. DRILL SIZE NOTED NEEDS ACTUAL COORDINATION WITH ADHESIVE MANUFACTURER'S RECOMMENDED DRILL SIZE. HOLE DEPTH SHALL BE AS
SHOWN IN THIS TABLE, EXCEPT WHERE NOTED OTHERWISE ON THE DRAWINGS. c�
2. VALUES ARE BASED ON CONTINUOUS LOADING AT TEMPERATURES BELOW 110 DEGREES F FOR A307, A36, A304 AND A316 STAINLESS STEEL, OR
A615-GR60 STEEL IN 4,000 PSI CONCRETE. FOR 3,000 PSI CONCRETE, INCREASE HOLE DEPTH 10 PERCENT. FOR HIGH STRENGTH STEEL,
INCREASE HOLE DEPTH IN PROPORTION TO TENSILE STRENGTH, BUT USE 25 PERCENT INCREASE MINIMUM.
3. BAR OR ROD TO PENETRATE AND BE COATED WITH ADHESIVE TO FULL DEPTH OF HOLE.
4. SEE SPECIFICATIONS FOR PRODUCT AND INSTALLATION REQUIREMENTS.
3 5• MINIMUM EDGE DISTANCES FOR FULL WORKING LOAD TO BE EQUAL TO OR GREATER THAN HOLE DEPTH. CONSULT ADHESIVE MANUFACTURER.
� 6• INDICATES BAR LENGTH REQUIRED TO PROVIDE FULL LAP WITH EQUIVALENT REINF4RCING BAR IN NEW CONCRETE.
� 7. DEPTH OF HOLE NOT TO EXCEED CONCRETE THICKNESS LESS 3" DOWEL DIAMETERTO BE LIMITED ACCORDINGLY.
� 8• MINIMUM SPACING REQUIRED TO OBTAIN FULL WORKING LOAD = HOLE DEPTH, UNLESS NOTED OTHERWISE BY ADHESIVE MANUFACTURER. N
�
�
. � D ETAI L �
o Z VAR
0
� �
� �? NO SCALE
� N
�
�
�
L
� , , � LINE IS 2 INCHES �, EXTERNAL REFERENCES �pFESSf(JN REVISIONS FILENAME
� , � , � � � AT FULL SIZE 25844TBLKdwg oQ q� 2004 VAIL WASTEWATER TREATMENT PLANT IMPROVEMENTS 25844-G-S4 dwg
_ � (IF NOT 2 SCALE ACCORDINGLY) 4�, F'� ZONE REV DESCRIPTION BY DATE APP BC PROJECT NUMBER
� � DENVER, COLORADO JAH �� ��, EAGLERIVER STRUCTURAL 258� �
� � DESIGNED s DAVID A. MYERS ; � WATER& SANITATION DISTRICT CLIENTPROJECTNUMBER
� � DRAWN KRK JAH
't7'442 DRAWING NUMBER
- o � SUBMITTED PROJECTMANAGER DATE CHECKED RAP STANDARD DETAILS 3 S-4,
�QCHECKED DAM/SWH �'T,�r� �P O� V A I L W A S T E W A T E R T R E A T M E N T P L A N T
A P P R O V E D D A T E p fi ��0 S H E E T N U M B E R
� V BROWN AND CALDWELL A P P R O V E D G 1 ISSUED FOR CONSTRUCTION DAM 10/04 OF
n.
A B C D E F G H I J K L M N O P
A B C D E F G H I J K L M N O P
- MECHANICAL GENERAL N�TES:
0 0
�
� A. THE CONTRACTOR SHALL PROVIDE FINAL DESIGN, INSTALLATION, `—
1
INSPECTION AND CERTIFICATION FOR PIPE SUPPORTS, SEISMIC
FLOOR LEVEL CLEANOUT WITH RESTRAINTS, THRUST RESTRAINTS, AND FOR CONTROL OF PIPE
WITH ROUND ACCESS COVER EXPANSION FOR ALL PIPE SYSTEMS FOR THIS PROJECT.
FINISHED FLOOR TYPE I OR TYPE II WHERE DRAIN NOTES:
FLOOR DRAIN. SPECIFIED. REFERENCE B. SEE SPECIFICATION SECTION 15050 FOR GENERAL REQUIREMENTS FOR
REFERENCE SECTION SECTION 15400. BOOT WASH FLOOR
15400 DRAIN. REFERENCE 1. UNLESS OTHERWISE SPECIFIED AND EXCEPT PIPING SYSTEMS. SEE SPECIFICATION SECTION 15096 FOR DESIGN OF
SECTION 15400. IN PEDESTRIAN AREAS SUCH AS OFFICES, PIPE HANGERS AND SUPPORTS. SEE SPECIFICATION SECTION 15097 FOR
FINISHED LABORATORY AREA, WASHROOMS, JANITOR DESIGN OF SEISMIC RESTRAINTS FOR PIPING. SEE SPECIFICATION
� OR WALKWAY FLOOR ROOMS, ETC., ALL FLOOR DRAINS AND SECTION 15098 FOR DESIGN OF EXPANSION CONTROL SYSTEM. �
� CLEANOUTS SHALL BE PROVIDED WITH
� ' GALVANIZED DIKROME DUCTILE GRATES. C. THE ARRANGEMENT OF EQUIPMENT AND PIPING SHOWN IS NOT
INTENDED TO SHOW DIMENSIONS PARTICULAR TO A SPECIFIC
I 2. HORIZONTAL DRAINAGE SHALL HAVE A EQUIPMENT MANUFACTURER. THE DRAWING ARE IN PART
� DIAGRAMMATIC AND SOME FEATURES OF EQUIPMENT AND PIPING MAY
� SLOPE OF 1/4-INCH PER FOOT.
REQUIRE REVISION TO MEET ACTUAL FIELD REQUIREMENTS. THE
3. CLEANOUTS FOR HORIZONTAL DRAINAGE CONTRACTOR SHALL COORDINATE AND CONFIRM ALL CRITICAL
� � � PIPES SHALL BE PROVIDED IN ACCORDANCE DIMENSIONS FOR ACTUAL EQUIPMENT AND PIPING PROVIDED AND
0o WITH THE PLUMBING CODE SHALL PROVIDE ALL REVISIONS NECESSARY TO THE EQUIPMENT AND
� PIPING LAYOUT AS REQUIRED THESE REVISIONS SHALL BE SUBMITTED 00
' ' � ��p�� T�p 4. NOT ALL CLEANOUTS AND DRAINS ARE USED WITH THE PIPING LAYOUT DRAWINGS.
� WHERE REQ'D IN THESE CONTRACT DRAWINGS.
D. MECHANICAL DRAWINGS SHOW EXISTING EQUIPMENT, PIPING AND
5. THE CONTRACTOR SHALL DO ALL WORK STRUCTURES IN ACCORDANCE WITH THE BEST AVAILABLE
REQUIRED BY AND IN ACCORDANCE WITH INFORMATION HOWEVER CONTRACTOR SHALL BE RESPONSIBLE FOR
TYPE V AND VII FLOOR DRAIN TYPE I AND II CLEANOUT TYPE VI FL04R DRAIN STATE AND LOCAL PLUMBING CODES. CONFIRMING ALL EXISTING CONDITIONS PRIOR TO SUBMISSION OF
PIPING LAYOUT DRAWINGS OR COMMENCEMENT OF WORK
A B C 6. YARD CLEANOUT SIZE SHALL BE 6" CONTRACTOR SHALL PROVIDE ALL BENDS, OFFSETS, ADDITIONAL
- �` D ETAI L D ETAI L D ETAI L PIPING, WALL AND FLOOR PENETRATIONS, ETC. AS REQUIRED TO r..
VAR VAR VAR CONFORM WITH EXISTING CONDITIONS.
NO SCALE NO SCALE NO SCALE E. THE DRAWINGS ARE IN PART DIAGRAMMATIC PIPING LAYOUT DRAWINGS
SHALL BE SUBMITTED IN ACCORDANCE WITH THE SPECIFICATION AND
SHALL CLARIFY DETAILED CONNECTIONS TO NEWAND EXISTING
EQUIPMENT, PIPING AND STRUCTURES. UNLESS OTHERWISE INDICATED
ON THE DRAWINGS. PIPING FITTING ANGLES, AND VERTICAL AND
HORIZONTAL LOCATION SHALL BE DETERMINED BY CONTRACTOR
CONTRACTOR SHALL INCLUDE FITTING ANGLES, AND VERTICAL AND
� HORIZONTAL PIPE LOCATIONS ON PIPING LAYOUT DRAWINGS AND C°
SHALL PROVIDE ALL PIPING,WALL AND FLOOR PENETRATIONS, AND
ANCILLARY DEVICES AS SHOWN, SPECIFIED AND REQUIRED TO PROVIDE
A FULLY FUNCTIONING SYSTEM.
F. ALL PIPING CONNECTED TO EQUIPMENT SHALL BE PROVIDED WITH
UNIONS, EXPANSION JOINT OR COUPLINGS SUCH THAT EQUIPMENT MAY
BE EASILY DISMANTLED AND REMOVED FROM PIPING SYSTEMS.
- � PIPE PENETRATION NOTES: G. HEADROOM CLEARANCE TO ANY EQUIPMENT OR PIPING OVERHEAD �
SHALL BE 7'-6" MINIMUM UNLESS SPECIFICALLY SHOWN OTHERWISE.
1. ALL STEEL SLEEVES SHALL EE HOT DIPPED GALVANIZED
AFTER FABRICATION. H. 1" GAGE TAPS WITH CAPS SHALL BE PROVIDED IMMEDIATELY UPSTREAM
PROVIDE SEALANT AND DOWNSTREAM OF ALL PUMPS, BLOWERS AND COMPRESSORS
AND BACKER ROD 2. SEAL FLANGES SHALL BE DRILLED TO 150 POUND
��4 WROUGHT PIPE STANDARD, EACH JOINT SHALL BE GASKETED. I. NEW AND EXISTING PIPING IS DESIGNATED BY SERVICE RATHER THAN
3/16" F� ° CURB, SEE
� , , SEE NOTE 8 CORE DRILL —� � a a � NOTE 3 MSS TYPE 8 � PIPE MATERIAL EXISTING PIPE MATERIAL TYPES MAY NOT BE THE SAME
. _ :, _ . . OPENING � a � CLAMP AS REQ D 3. PROVIDE CURB WHERE PENETRATING FLOOR, CURB AS MATERIAL TYPES SPECIFIED FOR NEW PIPING. CONTRACTOR SHALL
_ ' � � TANK SIDE OF WALL a° FINISHED FLOOR ' SHALL BE 4" HIGH BY 4" WIDE. SEE DETAIL F/S-00-002. POTHOLE EXISTING PIPE TO CONFIRM MATERIAL AND JOINTS PRIOR TO
� •. • , , �,• ' SEE NOTES 6&7 � < • � ____ � 6� COMMENCEMENT OF WORK. SEE DRAWING G-00-005 FOR PIPE SERVICE �
4. PROVIDE A MINIMUM OF 3" CLEARANCE BETWEEN ABBREVIATIONS.
I I � I ! ! � � - r ' ' 's ' ' � REINFORCING STEEL AND FERROUS METAL
- }—�-—��- - �-—�--- - • " � • ` • �
MODULAR MECHANICAL I I I I I I � ( s ,` "� d 1-1/4"± PENETRATIONS.
EXPANDING RUBBER SEAL � � � � � � v' �° °� �'�
, ^ ' ^ . 5 FLEXIBLE JOINTS SHALL BE F'ROVIDED FOR
•, • ' � , •'• • • ° ' ,o - � ,a, UNDERGROUND PIPING AS SPECIFIED.
�• - : • -: • � �� PIPE SLEEVE � ° a � • �
� ' ' MIN SCHED 20 MODULAR MECH. � a ° � s ° __ � _ ° �• 6. "TANK SIDE OF WALL" SHALLMEAN SIDE OF WALL
EXPANDING RUBBER CURB
NOTE: SLEEVE DIAMETER SHALL SEAL ° SEE NOTE 3 �� PIPE SLEEVE NORMALLY EXPOSED TO LIQUID, EARTH, OR OUTSIDE M
BE AS RECOMMENDED BY THE 1/2 MIN MIN SCHED 20 ATMOSPHERE.
MECHANICAL SEAL MANUFACTURER. 1'1/2" MAX
FOR EXISTING WALLS, 7. SEAL WITH MASTIC SEALANT WHERE WALL IS EXPOSED
FOR NEW WALLS FLOORS, AND CEILINGS FOR FLOOR AND CEILINGS TO LIQUID, EARTH, OR AN EXPLOSION HAZARD AREA.
TYPE D PIPE PENETRATION TYPE C PIPE PENETRATION
�, 8. WEEP RINGS SHALL HAVE A MINIMUM DIAMETER EQUAL
� p E TO THE PIPE SLEEVE DIAMETER PLUS 3 INCHES.
; D ETAI L VAR D ETAI L VAR
�.
� N
� NO SCALE NO SCALE
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� � DRAWN KRK fJRH � '17442
' °' DRAWING NUMBER
' N W SUBMITfED DATE CHECKED RAP T o STANDARD DETAILS 1 �
PROJECT MANAGER � � M 1
�o C HECKED D A M �r��F CO���P V A I L W A S T E W A T E R T R E A T M E N T P L A N T
Q APPROVED DATE SHEET NUMBER
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a
A B C D E F G H I J K L M N O P
�= A B C D E F G H i J K L M N O P
a
� � CONTROL DIAGRAMS: ONE LINE DIAGRAMS:
U a
°oo �°
,� ,� ; COILS: SWITCHES: (SHOWN WITH OPTIONAL LOCATION REFERENCE)
_ LINEWORK: SHUNT a) CONTACTOR COILS WITH OPTIONAL DESCRIPTION CIRCUIT ROUTED IN UNDERGROUND DUCTBANK
� OR REF. NORMALLY NORMALLY o 50AMP/10sec o
� CONDUCTORS CONNECTED EXAMPLE: CONTACTOR COIL FOR LTG CKT #� OPEN CLOSED �' NEUTRAL GROUNDING RESISTOR:
C = CONTACTOR, LIGHTING OR GENERAL USE (NO) (NC) �-- INCOMING POWER SUPPLY AMPS/TIME RATING SHOWN
� CONDUCTORS NOT CONNECTED C F = FAST OR FORWARD -
I IC = ISOLATION CONTACTOR 5ZS 1 ZS CABLE TERMINATION. STRESS CONES WITH
M = MAIN OR LINE �o o..Q-o LIMIT: FREE SHIELDED CABLES. a KIRK KEY INTERLOCK
LTG CKT #1 MO = MOTOR OPERATOR
MISCELLANEOUS: R = RUN OR REVERSE VALVE FV0IQ�ALVE FV0101 —O O— LIGHTNING ARRESTOR
S = SLOW OR START
MCP T = TRIP COIL
�� MAGNETIC-ONLY CIRCUIT 6REAKER (MCP) 1M = FIRST MAIN OR WYE 3ZS 7ZS 5 MOTOR, HORSEPOWER SHOWN
� � 2M = SECOND MAIN OR DELTA � �� SURGE ARRESTOR
�Q o LIMIT: HELD
VALVE FV0101 �
� a— CIRCUIT BREAKER, THERMAL-MAGNETIC UNLESS �� b) RELAY COILS WITH NUMERIC PREFIX AND VALVE FV0101
CR �� BUS DUCT OR BUSWAY
15 AMP OTHERWISE NOTED OPTIONAL DESCRIPTION OR REF. EXAMPLE: CONTROL r� POWER TRANSFER SWITCH. DESIGNATION, AMP
RELAY 10 USED AS AUTO ENABLE. FS3 1 1
FU 2B AUTO ENA6LE CR = CONTROL RELAY FS3 RATING ANO CONFIGURATION SHOWN.
M TS10
FUSE WITH SIZE AND OPTIONAL IDENTIFICATION. LR = LATCHING RELAY o � FLOW / \ MTS = MANUAL TRANSFER SWITCH
MR = MACHINE TOOL RELAY \ /
STAB OR PULL-APART CONNECTION. 60A, 3P ATS = AUTOMATIC TRANSFER SWITCH
15 AMP TR = nMiNG RELAY
AT PIPE
FU 3/15 AMP 9 c) TIME DELAY COIL WITH NUMERIC PREFIX DELAY TS� TS� _05�o-_ AIR BREAK CONTACTOR FVNR U.O.N.
TR ACTION, AND OPTIONAL TIMING RANGE AND SETTING. AIR CIRCUIT BREAKER: � NEMA SIZE 1 INDICATED
FUSE WITH BLOWN FUSE INDICATOR. EXAMPLE: TIME DELAY RELAY 9TR. o � �MPERATURE 200A TRIP AND OPTIONAL I.D. SHOWN. T 1 FVR = FULL VOLTAGE, REVERSING STARTER
00 ON or OFF DELAY
° � RANGE x to xx SEC/MIN RVNR= REDUCED VOLTAGE STARTER �
SET AT x SEC MIN AT WELL AIR CIRCUIT BREAKER; TRIP SETTING AND SOLID 2S2W= TWO SPEED, TWO WINDING STARTER
� b STATE TRIP FEATURES SHOWN:
L = LONG DELAY
\ ps� PS� 400A S = SHORT DELAY � GROUND ELECTRODE
� �o-- DISCONNECT SWITCH. � o o PRESSURE Q I = INSTANTANEOUS =
L 8 � � ILSIG G = GROUND FAULT
d MECHANICALLY LATCHED RELAY WITH UNLATCH �
COIL AT TANK
� CONTROL STATION CONFIGURATION
52-G1 ACCORDING TO CONTROL DIAGRAMS
MTR MOTOR (PHASES AS REQUIRED) SSOL LSS ���� POWER CIRCUIT BREAKER (AIR, OIL, OR GAS)
SOLID STATE OVERLOAD RELAY LS5 0 o LEVEL 1000A TRIP FRAME AND TRIP SETTING AND OPTIONAL I.D. � FIELD INSTRUMENT OR DEVICE
� - ti 1200A FRAME SHOWN �
OL
_ SOLEN010 VALVE ���1— THERMAL O�RLOAD RELAY AT SUMP AT SUMP � DISCONNECT OR ISOLATING SWITCH: ,�5 KVAR POWER FACTOR CORRECTION CAPACITOR.
100A CONTINUOUS RATING SHOWN. 30A, 3P UON m KVAR RATING INDICATED
I
METER WS2
250W METER WITH ALPHA IDENTIFIERS: aWS�o �o FORCE OR TORQUE �
SPACE HEATER, WATTAGE AS INDICATED. H = ELAPSED TIME �
H A = AMMETER AT DRIVE �R FUSED SWITCH: PROJECT SPECIFIC SYMBOLS.
V = VOLTMETER AT DRIVE I FUSE AND SWITCH CONTINUOUS RATINGS SHOWN
I 480V CONTROL TRANSFORMER. PRIMARY AND SECONDARY SS1
� `�250VA VOLTAGE SHOWN. SIZE OPTIONAL. M AI N CON TACTS: SS1 200A N EM A 12 AREA DESIGNATION. ALL ELECTRICAL WORK WITHIN
M o � SPEED THIS AREA SHALL CONFORM TO THE REQUIREMENTS �
1�� � NDI ATEDPECIFICATIONS FOR THE DESIGNATION
--I I— AIR-BREAK CONTACTOR� NEMA SIZE OPTIONAL. AT CONVEYOR
TFR
5Q/5 CURRENT TRANSFORMER. PRIMARY/SECONDARY SIZE 3 HSxxx 1500 KVA � DATA COMMUNICATIONS OUTLET
TURNS RATIO SHOWN (OPTIONAL). HSxxx 13.2 KV - 4$OV
J— o I o MANUAL: MOMENTARY PUSHBUTTON 3�, 4W
M ° ° DATA CABLE DESIGNATIONS
� � VACUUM CONTACTOR� NEMA SIZE OPTIONAL. AT PNLxxx AT PNLxxx � POWER TRANSFORMER. DESIGNATION, SIZE, PRIMARY
HORN AND SECONDARY VOLTAGES, AND WINDING DC1 = CABLE TYPE DH+ OR RIO
SIZE 5
� � POWER FACTOR CORRECTION CAPACITOR STOP CONFIGURATION SHOWN. FO = BER OPTIC CABLE
� MANUAL: MUSHROOM HEAD 106ASET = CABLE TYPE 108ASET
� �L� MOMENTARY PUSHBUTTON _ 106ASE2 = CABLE TYPE 108ASE2 `�
REDUCED VO_TAGE SOLID STATE STARTER COIL AT DRIVE —
� ACC TERMINATION POINT Q WINDING CONFIGURATION:
� FIELD MOUNTED/LOCATED SWITCH OR INTERLOCK CONTACTS: _OFF DELTA REFER TO SPECIFICATION SECTION 16120.
SHOWN WITH TERMINALS (OPTIONAL) �N � MANUAL: MAINTAINED GEN ER AL N OTES.
- � MCC TERMINATION POINT � o o � PUSHBUTTON OR WYE GROUNDED
TRIAC J ROCKER SWITCH � �
_ � /
^ 1. SYMBOLS AND ABBREVIATION DRAWINGS ARE GENERAL IN
d' AI PLC POINT NORMALLY NORMALLY DESCRIPTION NATURE: NOT ALL SYMBOLS OR ABBREVIATIONS SHOWN ON
AI = ANALOG IN DI = DISCRETE IN � � POTENTIAL TRANSFORMER PRIMARY AND SECONDARY �
AO = ANALOG OUT DO = OISCRETE OUT (NO) C(NC)D 3 VOLTAGES AND WINDINGS SHOWN. QUANTITIES SHOWN. ORAWINGS E1 AND E2 ARE USED IN SUBSEQUENT DRAWINGS.
� 2 MANUAL: SELECTOR SWITCH 4160V - 120V 2. DEMOLITION WORK SHALL BE IDENTIFIED BY THE LINE WORK
INDICATORS: SHOWN WITH OPTIONAL LEGEND 12CR 9CR � 2 POSITION INDICATED ON DRAWING E1 OR BY SPECIFIC REFERENCE.
CONTROL RELAY CONTACTS WITH NUMERIC i MAINTAINED REFER TO SPECIFICATION SECTION 16000.
X = LENS COLOR � � PREFIX AND OPTIONAL REF. OR DESCRIPTION. 250/5 � CURRENT TRANSFORMER: RATIO, QUANTITIES SHOWN.
A = AMBER R = RED LINE 12 LINE 25 _� �_ SWITCH POSITION
B = BLUE W = WHITE OX X = CLOSED CONTACT 3
G = GREEN 31,R 4TR AT PNLXXXX
0 = OPEN CONTACT POWER METERING MODULE
X DIRECT CONNECTION �--o o-�� ON DELAY (DELAY ON COIL ENERGIZATION) PMM
� �TC ^ �Tp RELAY CONTACTS WITH NUMERIC PREFIX AND � 2
STATUS LINE 43 LINE 44 OPTIONAL REF. OR DESCRIPTION. �� METER SWITCH, xS: M
OR OR TC = NORMALLY OPEN, TIME CLOSE. MANUAL: SELECTOR SWITCH xS AS = AMMETER SWITCH
2 POSITION VS = VOLTMETER SWITCH
TO = NORMtiLLY CLOSED, TIME OPEN. SPRING RETURN TO RIGHT FS = FREQUENCY SWITCH
� X PUSH TO TEST � � —O i XO
TEST BUS TERMINAL SHOWN �
X��--o � SWITCH POSITION
STATUS SHOWN WITH TERMINALS (OPTIONAL) � � o X = CLOSED CONTACT METER, WITH OP110NAL RANGE:
5TR 6TR OX 0 = OPEN CONTACT A = AMMETER
0 - 10D0 W = WATTMETER
3 TEST � V��O OFF DELAY (DELAY ON COIL DE-ENERGIZATION) AT PNLXXXX A AMPS KWH= KILOWATT-HOUR METER
� �Tp ^ �TC RELAY CONTACTS WITH NUMERIC PREFIX AND F = FREQUENCY METER
w X REMOTE TEST LINE 45 LINE 46 OPTIONAL REF. OR DESCRIPTION. 2 VAR= VAR METER
� TEST BUS TERMINAL SHOWN OR OR TO = NORMtiLLY OPEN, TIME OPEN. 1 3 V = VOLTMETER
� � STATUS a � TC = NORM�LLY CLOSED, TIME CLOSE. � � 64 N
� � i
J STATUS —� o— MANUAL: SELECTOR SWITCH N 3 ANSI C37.2 DEVICE. QUANTITIES SHOWN.
� � X00 3 POSITION
°o W X BACK-LIT PUSHBUTT�N 5TR 6TR �
� SWITCH POSITION 6QOkW 4$OV ,
� c? SHOWN WITH TERMINALS (OPTIONA�) � L-„ „_J,�„ TIME D�LAY RELAY INSTANTANEOUS CONTACTS --L- X = CLOSED CONTACT 60 Hz 3ph,4V1
o �? o o OPTIONAL IDENTIFIER SHOWN �INST �����INST �TM NUMERIC PREFIX AND OPTIONAL REF. � �
� EXAMPLE :PUSHBUTTON HS 1234 LINE 45 LINE 46 OR DESCRIPTION. OOX Q = OPEN CONTACT GENERATOR WITH WINDING CONFIGURATION VOLTAGE,
� DESCRIPTION AT PNLXXXX POWER, FREQUENCY SHOWN. POWER FACTOR OPTIONAL.
L
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� PLAN DRAWINGS: GENERAL ABBREVIATIONS:
��
� U a
°o °o �
° °� CIRCUIT AND RACEWAY SYMBOLS: LIGHTING SYMBOLS: WIRING DEVICE SYMBOLS:
���
` RACEWAY OR WIRING SYSTEM ABOVE FLOOR LEVEL BELOW NO1E LIGHTING FIXTURE SHAPES AND SCALE ARE REPRESENTED SWITCHES
� CEILING, EXPOSED UON WHERE POSSIBLE THE EXAMPLES SHOWN BELOW ARE GENERAL o
� NOTES �
M TYPICAL APPLICATIONS UNLESS OTHERWISE NOTED WIRING DEVICES SHALL BE WALL 1 IN GENERAL,ABBREVIATIONS USED IN ELECTRICAL DRAWINGS ARE IN ACCORDANCE WITH ANSI Y1 1-1972
__ RACEWAY OR WIRING SYSTEM ABOVE FLOOR LEVEL MOUNTED FOR MOUNTING HEIGHT SEE SPECS ABBREVIATIONS ON THIS SHEET ARE IN ADDITION, OR ARE AMENDMENTS TO ANSI Y1 1-1972 AND
CONCEALED IN WALL OR ABOVE CEILING UON ABBREVIATIONS DEFINED ON OTHER DRAWINGS IN CASE OF CONFLICT THESE ABBREVIATIONS SHALL
FIXTURE TYPE IDENTIFIER.TYPE APPLIES TO FIXTURES OF THE � SINGLE POLE SWITCH TAKE PRECEDENCE
_____ RACEWAY OR WIRING SYSTEM IN OR UNDER FLOOR, OR SAME SHAPE WITHIN A ROOM OR AN AREA U O N REFER TO
CONCEALED IN OR BEHIND STRUCTURE OR EQUIPMENT, OR LIGHTING FIXTURE SCHEDULE � � GANGED SWITCHES--IN COMMON BOX,WITH COMMON WALL 2 THE FOLLOWING ABBREVIATIONS ARE NOT TO BE CONFUSED WITH EQUIPMENT NUMBERING PREFIXES LISTED ON
CONDUIT ROUTED BELOW GRADE IN CONCRETE ENCASEMENT A PLATE DRAWING G2 OR OTHER CONTRACT DOCUMENTS
----IVH--- MEDIUM VOLTAGE-SAME AS ABOVE 8'6"
MOUNTING HEIGHT, FLOOR TO BOTrOM OF FIXTURE, IF LEFT SWITCH SUPERSCRIPT MODIFIER LOWER CASE LETTER
HOME RUN, DESIGNATIONS INDICATE A ONE-LINE DIAGRAM BLANK, FIXTURE SHALL BE MOUNTED AT HEIGHT INDICATED IN a� INDICATES CIRCUIT CONTROLLED--a,b,c,etc MAY BE A,AMP AMP(S),AMPERE(S) ICOM INTERCOM P POLE, PHASE
� OR PANELBOARD SCHEDULE REFERENCE THE FIXTURE SCHEDULE � COMBINED WITH CIRCUIT NUMBER EXAMPLE 1a, 4b,etc AC ALTERNATING CURRENT ID INSIDE DIAMETER PB PUSHBUTTON, PULLBOX
� 3 ACC AREA CONTROL CENTER IMC INDIVIDUAL MOTOR PCP PLANT CONTROL PANEL �
MCC 8101 EXAMPLE: HOMERUN TO MOTOR CONTROL CENTER � SWITCH SUBSCRIPT MODIFIER UPPER CASE LETTER OR NUMBER AFC ABOVE FINISHED CONCRETE CONTROLLER PF POWER FACTOR
MCC 8101. REFER TO ONE-LINE FOR CABLE FLUORESCENT FIXTURES: 2 = DOUBLE POLE AFF ABOVE FINISHED FLOOR IMC INTERMEDIATE METAL PGRS PLASTIC COATED
AND RACEWAY REQUIREMENTS. 3 = THREE WAY AFG ABOVE FINISHED GRATING CONDUIT GALVANIZED RIGID STEEL
4 = FOUR WAY AHAP AS HIGH AS POSSIBLE INS INCANDESCENT PH PHASE
O RECESSED OR SURFACE MOUNTED FIXTURE K = KEY OPERATED AIC AMPS INTERRUPTING 1NTLK INTERLOCK PL PLATE
�"� EXAMPLE: RACEWAY NUMBER, REFER TO RACEWAY M = HORSEPOWER RATED MANUAL STARTER CAPACITY, SYMM INST INSTANTANEOUS PLC PROGRAMMABLE LOGIC
' � SCHEDULE FOR SIZE, CIRCUITS CONTAINED, MC = MOMENTARY CONTACT, THREE POSITION AL ALUMINUM I/O INPUT-OUTPUT CONTROLLER
R19-09 AND DESTINATION MS = MANUAL(MOTOR) STARTER OR SWITCH ARCH ARCHITECT(URAL) PMM POWER METERING MODULE
RACEWAY OR WIRING SYSTEM TURNED TOWARD THE VIEWER • • SUSPENDED PENDANT MOUNTED FIXTURE R = RHEOSTAT(DIMMER, SPEED CONTROL) ARV AUTOTRANSFORMER PNL PANEL
� (UP ON PLAN DRAWINGS) F = FLUSH MOUNTED REDUCED VOLTAGE JB JUNCTION BOX PR PAIR
� STARTER PRI PRIMARY
RACEWAY OR WIRING SYSTEM TURNED AWAY FROM THE RECEPTACLES ASYM ASYMMETRICAL PT POTENTIAL TRANSFORMER o0
, VIEWER (DOWN ON PLAN DRAWINGS) AUTO AUTOMATIC KCMIL 1000 CIRCULAR MIL PVC POLYVINYL CHLORIDE
INCANDESCENT/HID FIXTURES: AUX AUXILIARY KV KILOVOLT PWR POWER
� � 20 AMP RECEPTACLE, SINGLE STROKE-SINGLE AWG AMERICAN WIRE GAUGE KVA KILOVOLT-AMPERE
�_ RACEWAY OR WIRING SYSTEM CHANGE IN ELEVATION OR a O RECESSED, SURFACE OR PENDANT 3 GF DOUBLE STROKE-DUPLEX KVAR KILOVOLT-AMPERE
DISTANCE FROM VIEWER BC BARE COPPER REACTIVE QSB QUARTZ STANDBY
RECEPTACLE MODIFIERS BLDG BUILDING KW KILOWATT
CONDUIT STUB AND CAP � � WALL MOUNTED 3 = CIRCUIT NUMBER BOT BOTTOM KWH KILOWATT-HOUR
C = CLOCK HANGER RECPT RECEPTACLE
SIGNAL (S) OR LOW VOLTAGE (L) GF = GROUND FAULT CIRCUIT INTERRUPTER C CONDUCTOR, CONDUIT REF REFERENCE
SHH23 ° a _� DIRECTIONAL LIGHT F = FLUSH MOUNTED CB CIRCUIT BREAKER L LONG REQD REQUIRED
HANDHOLE (HH) OR MANHOLE (MH)WITH DESIGNATION IG = ISOLATED GROUND CKT CIRCUIT LCP LOCAL CONTROL PANEL RE STL REINFORCING STEEL
- t� EXAMPLE SIGNAL HANDHOLE NUMBER 23 POLE-MOUNTED AREA LIGHT ONE POLE AND TWO FIXTURES CLG CEILING LFS LIQUIDTIGHT FLEXIBLE STEEL RMS ROOT MEAN SQUARE t`
SHOWN � 480V RECEPTACLE CM CENTIMETERS LHH LOW VOLTAGE HANDHOLE RTD RESISTANCE TEMPERATURE
� JB 2700A �UNCTION BOX WITH OPTIONAL IDENTIFIER CND CONDUIT LMH LOW VOLTAGE MANHOLE DETECTOR
� SPECIAL RECEPTACLE RATING OR NEMA CONFIGURATION AS C O CONDUIT ONLY, SPARE LP LIGHTING PANEL OR RTU REMOTE TERMINAL UNIT
SHOWN EXAMPLE NEMA 10-50R, 125/250V 3 POLE 3 WIRE, COMP COMPUTER LEGEND PLATE RVSS REDUCED VOLTAGE
EMERGENCY LIGHTING UNIT, SELF-CONTAINED 10-50R 50 AMP, NON-GROUNDING TYPE CONC CONCRETE LT LONG TIME SOLID STATE STARTER
,� JUNCTION BOX, WALL MOUNTED CPT CONTROL POWER LTG LIGHTING
v I TRANSFORMER LV LOW VOLTAGE SCH SCHEDULE
RECESSED FLOOR RECEPTACLE-ANY RECEPTACLE INSIDE A CNTL CONTROL SCR SILICON CONTROLLED
TB 1035 EXIT LIGHTS. DARK QUADRANTS INDICATE FACES ILLUMINATED: � SQUARE eg DUPLEX cT CURRENTTRANSFORMER RECTIFIER
TB CU COPPER M METER SEC SECONDARY
TERMINAL BOX WITH OPTIONAL IDENTIFIER e SURFACE ON CEILING � SURFACE FLOOR RECEPTACLE--ANY RECEPTACLE INSIDE A MA MILLIAMPERE
SEL SELECTOR
� TB EXAMPLE TERMINAL BOX#1035 TRIANGLE eg DUPLEX MBS MANUAL BYPASS SWITCH SHH SIGNAL HANDHOLE �
DB DUCT BANK, DIRECT MCC MOTOR CONTROL CENTER SPEC SPECIFICATION
� WALL MOUNTED � GANGED RECEPTACLES-IN COMMON BOX, WITH COMMON BURIAL MCP MOTOR CIRCUIT PROTECTOR SPKR SPEAKER
WALL PLATE eg DUPLEX DC DIRECT CURRENT, DATA MDP MESSAGE DISPLAY PANEL SS STAINLESS STEEL
GROUNDING SYMBOLS: CABLE MECH MECHANICAL SSOL SOLID STATE OVERLOAD RELAY
�e� WITH DIRECTIONALARROWS OR MICROPHONE OUTLET DEVICE 60X, FLUSH MOUNTED. DCU DISTRIBUTED CONTROL UNIT MFR MANUFACTURE(R) ST SHORTTIME
DET DETAIL MH MANHOLE SUB SUBSTATION
O GROUND ROD DIAG DIAGRAM MH METAL HALIDE SW SWITCH
OV SECURITY VIDEO MONITOR DEVICE BOX, FLUSH MOUNTED. DISC DISCONNECT MIC MICROPHONE SWBD SWITCHBOARD
� GROUND ROD AND WELL LI GH TI N G CON TROL AN D CI RCU I TI N G: DP DISTRIBUTION PANEL MIS MANAGEMENT INFORMATION SWGR SWITCHGEAR
DWG DRAWING STATION SYMM SYMMETRICAL
LIGHTING CIRCUIT IDENTIFIER INDICATES CIRCUIT NUMBERAND MOTOR AND EQUIPMENT SYM60LS: MISC MISCELLANEOUS SYS SYSTEM
� GROUND CONNECTION ASSOCIATED SWITCH FOR EXAMPLE, 3a INDICATES A FIXTURE MM MILLIMETER �
POWERED FROM CIRCUIT 3 AND SWITCHED BY SWITCH a MOTOR EA EACH MMH MEDIUM VOLTAGE MANHOLE
— G G— GROUNDING CONDUCTOR 3a M ECP EQUIPMENT CONTROL MOV MOTOR OPERATED VALVES TB TERMINAL BOX
N PANEL MTS MANUAL TRANSFER SWITCH TEL TELEPHONE
EMERGENCY LIGHTING FIXTURES, FIXTURES WITH EMERGENCY MOTOR STARTER INDIVIDUAL-NOT LOCATED IN AN MCC OR EL ELEVATION MV MILLIVOLT MEDIUM VOLTAGE
G� EQUIPMENT GROUND PLATE BALLASTS,AND FIXTURES IDENTIFIED WITH AN'N'SHALL BE � SIMILAR GROUP ASSEMBLY ELEC ELECTRIC(AL) MVMC MEDIUM VOLTAGE MOTOR TEMP TEMPERATURE
PROVIDED WITH AN UNSWITCHED POWER SOURCE TFR TRANSFORMER
EMER EMERGENCY CONTROL TRI TRIAD
ENCL ENCLOSURE/ENCLOSED
CONTRACTOR SHALL PROVIDE ALL CONDUIT AND CONDUCTORS N TELEVISION
� G EN ERAL LI N EWORK. REQUIRED FOR A COMPLETE AND OPERATING SYSTEM � COMBINATION MOTOR STARTER-NOT LOCATED IN AN MCC EPI EMERGENCY POWER NSS TRANSIENT VOLTAGE
OR SIMILAR GROUP ASSEMBLY INTERLOCK N/A NOT APPLICABLE SURGE SUPPRESSOR
EQUIP EQUIPMENT N C NORMALLY CLOSED TyP TYPICAL
NEW WORK PCU PHOTOELECTRIC CONTROL UNIT EX EXISTING NEUT,N NEUTRAL
d' DISCONNECT, NON-FUSED 30A, 3 POLE UON 100A, 3P NF NON-FUSED 'd'
100A RATING INDICATED NIC NOT IN CONTRACT UJG UNDERGROUND
OR EXISTING TO REMAIN FDR FEEDER N O NORMALLY OPEN UON UNLESS OTHERWISE NOTED
--- FL FLUORESCENT NO NUMBER UPS UNINTERRUPTABLE POWER
� FUSED DISCONNECT CLASS R FUSES UON FLA FULL LOAD AMPS NOM NOMINAL SUPPLY
NEW WORK BY OTHER DISCIPLINES FLEX FLEXIBLE CONDUIT NP NAMEPLATE
F O FAIL OPEN NTS NOT TO SCALE
� FIELD INSTRUMENT FO FIBER OPTIC V VOLT
��//�� EXISTING TO BE REMOVED FUT FUTURE OC ON CENTER VA VOLTAMPERE
-- NEW EQUIPMENT OR PACKAGE BOUNDARY Qi
CONTROL STATION CONFIGURATION ACCORDING TO CONTROL OCC OPERATION CONTROL VAR VOLTAMPERE REACTIVE
DIAGRAMS GDR GROUNDING RESISTOR CENTER VC VACUUM CONTACTOR
�-_.._� KEY NOTE DESIGNATOR REFERENCE CORRESPONDING KEY GEC GROUND ELECTRODE OD OUTSIDE DIAMETER M
U NOTE ON THE DRAWING CONDUCTOR OH OVERHEAD XFMR TRANSFORMER
HS 1311 EQUIPMENT DESIGNATOR GF GROUND FAULT OIS OPERATOR INTERFACE XMTR TRANSMITTER
GFI GROUND FAULT STATION
TELEPHONE/DATA SYSTEM SYMBOLS: DISTRIBUTION EQUIPMENT SYMBOLS. INTERRUPTER o-r OILTIGHT
GND, G GROUND OWS OPERATOR WORKSTATION W WATT, WIRE, WIDE
GENERAL GEI�ERAL GRS GALVANIZED, RIGID STEEL W/ WITH
� UNLESS OTHERWISE NOTED, TELEPHONE AND DATA OUTLETS APPROXIMATE SHAPE AND SCALE REPRESENTED WHERE POSSIBLE H HIGH W/O WITHOUT
- v SHALL BE MOUNTED AT SAME HEIGHT AS RECEPTACLES HOWEVER EXACT SIZE AND NUMBER OF SECTIONS I5 ESTIMATED HGT HEIGHT WP WEATHERPROOF
W HH HANDHOLE
C? ' EXTERNAL LINE OR PLANT PHONE SYSTEM OUTLET FLOOR-STANDING DISTRIBUTION ASSEMBLY, SUCH AS A HID HIGH INTENSITY DISCHARGE
v SWITCHBOARD,TRANSFORMER, OR MOTOR CONTROL CENTER HP HORSEPOWER XP EXPLOSIONPROOF N
MCC1100 HPS HIGH PRESSURE SODIUM
� TELEPHONE/DATA OUTLET �� EQUIPMENT NUMBER(EXAMPLE) HTR HEATER
� � D DATA OUTLET, PLANT CONTROL NETWORK Z IMPEDANCE
� HV HIGH VOLTAGE
o �z WALL-MOUNTED DISTRIBUTION ASSEMBLY, SUCH AS PANELBOARD, HVAC HEATING,VENTILATION,AND
c9
MOTOR STARTER PANEL, OR TERMINAL CABINET AIR CONDITIONING
o U DP 1200 HZ HERTZ (CYCLES PER
� �
EQUIPMENT NUMBER(EXAMPLE) SECOND)
a�
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LINE IS 2 INCHES REVISIONS FILENAME
� �, _� EXTERNAL REFERENCES 2004 VAIL WASTEWATER TREATMENT PLANT IMPROVEMENTS 25844-G-E1 dwg
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� `� D E NVE R, C O LO RAD O DESIGNED RPT ;�""'�`5� ��' o o EAGLE RIVER ELE T I
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� � DRAWN RPT � y
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- � N o SUBMITTED DATE CHECKED RPT :,,, ��,<n��,o.����,: SYM 60LS, LEGEN D S & N OTES
� � W PROJECTMANAGER VAIL WASTEWATER TREATMENT PLANT E 2
� �o CHECKED DWM ��ri,.��1'��O�di��:11,,,��\,`�
a APPROVED DATE
SHEET NUMBER
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� A B C D E F G H I J K L M N O P
� A B C D E F G H I J K L M N O P
a
0
0 o a __ MCC_8101 _ __ 3�8" 1�4" ASTM 8209 6063 ALUMINUM ALLOY. DIMENSION
° ° w AREA RADIUS AS REQUIREO TO SUIT EQUIPMENT. DRILL PLATE FOR MOUNTING
�� �
CONTROL ---- --- (TYP.) NUMBER OF HOLES REQUIREO. REMOVE ALL SHARP STAND
' EDGES. CLEAN AFTER FABRICATION
o ' McP � CENTER ___ � �� �� � CONTROL STATION
� � ---0 ---
ACC1
_ `- � ii i� p � BASE MOUNTING STAND �
1 FVNR ' , �� �� , ANCHOR 1'-0" PLATE SEE DETAIL C/E3 3/8'� ALUMINUM �
�� �� „ GUSSET PLATE (TYP.)
- __ __ __ , ( ' �� �� ' BOLT(TYP CHANNEL � ��$
�O 3 ii i� OF 4) , � � �� CONTROL STATION
N FE 957820 O � PSL 957820 , , I AS SPECIFIED � �
'� � ° , -- , CONCRETE � ��2�� (4) 3/4" DIA.
N " 3 FIT 957820 � ; ; 3�16�� BASE -� CONDUIT � - z ALUMINUM ��
�:r � O � ;,,� HOLE FOR 5/8
M 3 HS 957820 � � P�N � � PLATE DIA. BOLT
� � � O ' ' 3/4"x8"x1'-0" ASTM
�; 1 ACC 1 ALUMINUM ' ' j CONDUIT AS ELEVATION
B209 6063 ALUMINUM ,
� � I SPECIFIED
� � M M M �o � ° CHANNEL � ; ALLOY PLATE WITH � ' 3-�/2��
�M N N N � M � M . d- C6x4.50 � � (4)5/8" STAINLESS STEEL �%���// `% � � MIN. � �
� � � "' � � � ADHESIVE ANCHOR BOLT, ��,�� \ ' ' I HANDRAIL
s N N N O g � o� O ' � i i NUTS, AND WASHERS 'r----r I
4 � N � a +��+� O� i i WITH A MIN. 9" 80LT � � I
M P 957820 � � EMBEDMENT. COAT BASE 1#q EA. - � ONE HOLE PIPE
• �' ; ; 1/4" � � PLATE WITH BITUMINOUS CORNER ' � � CLAMP WITH
� , , COATING WHERE IN . NESTING BACK �
a 4O MCC 8101-1 ' „ � � CONTACT WITH GROUT. #3 TIE ' � I
W� � o � o � o n 1 GROUT ' i BOTTOM CONCRETE CAST I
aN ^ � a�o '�' o � c•� i TOP AND ( I
�^ � � � �' � �' � �� � � IN PLACE
�; _ � � a � � � 3-1/2 � , LEVELING NUTS 3" MIN.
AT GRADE �
„
pp vJia €-" i a a � � � NOTES� MIN. ANQ WASHERS(TYP� a
MOTOR CONTROL CENTER AREA CONTROL CENTER • ,' ', 3�$ GRATING � 00
. , ,� � ,. ,. �.. GROUT �� a , �
N OTES. , � �' (4) 5/8 x 6 SS ADHESIVE _ _ ,
1. HOMERUN DESIGNATOR REFERENCES ONE �INE DIAGRAM. '� �' ANCHOR BOLT WITH 3�$ (4)5/8" DIA. T
REFER TO OVE LINE DIAGRAM PRESENTATION DETAIL A/E3. �' � LEVELING NUTS AND ; EXISTING 4 5 8" DIA x 2" LONG -a ° a
1. CONDUIT ROUTED IN DUCTBANK. A MIN. 7" EMEEDMENT � CONCRETE ( ) /
2. REFER TO MOTOR FEED INSTALLATION DETAILS, A/E4, B/E4 AND C/E4 FOR � STAINLESS a a
SUPPORT SYSTEM REQUIREMENTS. ° � SLAB PLATFORM STAINLESS STEEL ADHESIVE
2. CIRCUIT REQUIREMENTS INDICATED ON REFERENCED ONE LINE DIAGRAM. �� �� FRAMING STEEL BOLT ANCHOR BOLTS
3 TIE �� �� WITH NUT / „
3. PLAN DRAWING DEPICTS APPROXIMATE SPATIAL RELATIONSHIP OF ASSOCIATED # 1#4 EA. „ �� 3" MIN. AND WASHERS ° ALUMINUM FACE
3. DIAGRAMMATIC REPRESENTATION OF RACEWAY REQUIREMENTS. DRAWINGS DO NOT CONCRETE CORNER � �
NECESSARILY DEPICT PHYSICAL RELATIONSHIPS OR INTERFACES WITH OTHER EQUIPMENT OR EQUIPMENT ANO DEVICES. REFER TO ONE LINE DIAGRAMS FOR INTERCONNECTING SLAB AT NEW 3 1 r2" PLATE. COAT WITH
� TRADES. PROVIDE ALL OFFSETS, TRANSITIONS, FITTINGS AND ACCESSORIES WHICH MAY 8E CIRCUIT REQUIREMENTS. REFER TO ONE LINE DIAGRAM PRE5ENTATION DETAIL A/E3. (TYP.) � aa BITUMINOUS COATING �
REQUIRED TO FORM A COMPLETE RACEWAY SYSTEM. 4. HOMERUN DESIGNATION, REFER TO REFERENCED ONE LINE DIAGRAM FOR CABLE AND NOTES: CONCRETE SLAB SIDE VIEW WHERE IN CONTACT
- 4. CIRCUIT REQUIREMENTS UNCHANGED FROM UPSTREAM CIRCUIT REQUIREMENTS. RACEWAY REQUIREMENTS. 1. CONTROL STATION MOUNTING STAND SHALL --- - ---� AT PLATFORM FRAMING SIDE VIEW W�� CONCRETE
BE UTILIZED FOR MOUNTING THE FOLLOWING: #3 AT EACH CORNER,
A. ONE EQUIPMENT ITEM WITH MOUNTING DRILL AND EPDXY NOTES: AT CONCRETE
5. ANCILLARY COMPONENT INTEGRAL TO MAJOR EQUIPMENT ITEM. FOOTPRINT LESS THAN 150 IN. SQ. AT EXISTING CONCRETE SLAB 1. CHANNEL SHALL BE PROVIDED OF SUFFICIENT HEIGHT TO ACCOMMODATE DEVICE
B. TWO EQUIPMENT ITEMS WITH MOUNTING HEIGHT REQUIREMENTS.
FOOTPRINT LESS THAN 130 IN. SQ.
TYPICAL ONE LINE DIAGRAM PRESENTATIONS TYPICAL PLAN PRESENTATION FOR LARGER OR MORE THAN TWO CONTROL STATION MOUNTING STAND CONTROL STATION MOUNTING AT HANDRAIL
EQUIPMENT ITEMS SEE DETAIL E/E3
2. REFER TO STRUCTURAL
� DETAIL TYP DETAIL TB DRAWINGS AND SPECIFICATIONS DETAIL TYP DETAIL TDP cfl
FOR ANCHORAGE MATERIALS
NO SCALE NO SCALE AND METHOD REQUIREMENTS. NO SCALE NO SCALE
DISCONNECT SWITCH EXTEND MOUNTING STAND CHANNEL
� TO HEIGHT REQUIRED TO LIMIT CONDUIT(S) ONE HOLE PIPE CLAMP
DISCONNECT SWITCH � ' UNSUPPORTED CONDUIT RISER
O � � AS SPECIFIED WITH CLAMP BACK
AS SPECIFIED � � LENGTH TO 10 FEET MAXIMUM.
; � DISCONNECT SWITCH (TYPICAL)
� MOUNTING STAND AS SPECIFIED SPACE
CONTROL STATION O 1/4 FROM WALL
�
CONDUIT BODY O SPEC F ED SSPA EN 1/4" �
CONTROL STATION AS SPECIFIED FROM WALL
0
� CONDUIT CLAMP (TYP.) � CONDUIT BODY (TYPICAL)
I
� � CONDUIT(S) AS SPECIFIED
I I ' '
I I CONTROL STATION
- � MOUNTING STAND � �
� I CONDUIT(S) AS � � JUNCTION BOX
_ J-BOX j � LIQUIDTIGHT FLEXIBLE METAL SPECIFIED , , o
� �
CONDUIT. PROVIDE SLACK TO
� � � i i CONDUIT CLAMP (TYPICAL)
I I ALLOW ADJUSTMENT OF MOTOR , � � LIQUID TIGHT FLEXIBLE �
CONDUIT TO AUX I I POSITION � J BOX METAL CONDUIT. PROVIDE
EQUIPMENT IF I I � � CONTROL STATION MOUNTING STAND COUPLING SLACK TO ALLOW FOR
REQUIRED � I ADJUSTMENT OF MOTOR
I � � � �T�) POSITION.
� CONDUIT TO AUX � '
EQUIPMENT AS REQUIRED � � LIQUIDTIGHT FLEXIBLE METAL
INSTALL STAND WHERE ' ' CONDUIT. PROVIDE SLACK TO
SHOWN ON THE DRAWINGS ' i (QUIjMENT PAD � � ALLOW ADJUSTMENT OF MOTOR CONDUIT
OR TO REAR AND SIDE OF TYP ' i POSITION CURB � �
MOTOR WHERE PRACTICAL �
' �., • CONDUIT BODY � �
� ,
� ��: t" � •� 'f ��" ''"�` ' INSTALL STAMD WHERE ; � I I I I �"�
SHOWN ON THE DRAWINGS � � l� J�
,,___ �
� v �-- �
�� STUB UP CONDUIT(S) TO OR TO REAR AND SIDE OF ; � '
REAR AND SIDE OF MOTOR MOTOR WHERE PRACTICAL ' '
1� WHERE PRACTICAL : �" ' � • . STUB UP CONDUIT AT
c J/ ' �` i "'�'� �'' ' REAR AND SIDE OF MOTOR
. . ' ., , , • •,, �'•. NOTES:
3 NOTES: CONDUIT(S) IN SLAB CONDUIT
� NOTES: DRAIN/BREATHER 1. CONDUIT SIZE AND CONFIGURATION VARIES. REFER TO APPLICABLE ONE LINE
W 1. MOUNTING STAND
c? REQUIREMENTS VARY WITH DIAGRAM.
1. MOUNTING STAND N
� EQUIPMENT SIZE. REFER REQUIREMENTS VARY WITH
- J TO DETAIL C/E3. MOTOR FEED FROM BE�OW EQUIPMENT SIZE. REFER TO MOTOR FEED FROM OVERHEAD MOTOR FEED FROM ADJACENT WALL
� 2. CONDUIT SIZE AND DETAIL C/E3.
o W CONFIGURATION VARIES. E DETAIL F DETAIL G
� � REFER TO APPLICABLE ONE DETAI L TYP 2. CONDUIT SIZE AND TYP TYP
LINE DIAGRAM. CONFIGURATION VARIES.
° � REFER TO APPLICABLE ONE NO SCALE
� � NO SCALE LINE DIAGRAM. NO SCALE
�
s
� ,_ LINE IS 2 INCHES _, EXTERNAL REFERENCES REVISIONS FILENAME
� � � � . � � 1 � AT FULL SIZE tbIIQ1468dwg — 2004 VAIL WASTEWATER TREATMENT PLANT IMPROVEMENTS 25844-G-E3 dwg
�
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N �v APPROVED DATE APPROVED ''r�.������;��;��```� VAIL WASTEWATER TREATMENT PLANT
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: A B C D E F G H I J K L M N O P
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0 o W WIREMOLD SYSTEMS SHALL CONSIST OF SINGLE
� � ~ OUTLET RECEPTACLES ON 12" CENTERS AND BE `
�� �
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� HAVING AN INSULATED GROUNDING CONDUCTOR.
�
� WIREMOLD
RECEPTACLE SYSTEM
I,� I,� I,�
SERVICE LEDGE
1'-0" O.C. COUNTER TOP
WIREMOLD RECEPTACLE
SYSTEM
a�
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00
�
TYPICAL WIREMOLD INSTALLATION DETAIL
D E TA I L TYP
NO SCALE
- r` NOTES �
. 1. INSTALL WIREMOLD PER MANUFACTURERS
RECOMMENDATIONS.
2. WIREMOLD SHOULD BE USED ON ALL COUNTERS WHERE
THERE IS A SERVICE LEDGE. WIREMOLD SHALL BE
INSTALLED BENEATH THE SERVICE LEDGE AND FLUSH
WITH THE FACE. COORDINATE WITH ARCHITECTURAL
DRAWINGS FOR EXACT LENGTHS AND DIMENSIONS FOR
INSTALLATION.
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� � (IF NOT 2"-SCALE ACCORDINGLY) 25844TBLK dwg `\`�����������R������i������� ZONE REV DESCRIPTION BY DATE APP BC PROJECT NUMBER
� � DENVER COLORADO �`�����`Mcps�,o� ; EAGLE RIVER 25� r-
+ o � � DESIGNED RPT ��u�c, m � � WATER&SANITATION DISTRICT ELECTRI CAL CLIENT PROJECT NUMBER
° � DRAWN RPT ` °` ° �
' � =�e� .��
� W = �� ����`�� S TA N D A R D D E TA I LS 2 DRAWING NUMBER
� � ��� E-4
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� Q PROJECT MANAGER � 1�.�, ��, �� VAIL WASTEWATER TREATMENT PLANT
� CHECKED DWM '� �..,,��.• �'`��O
Q APPROVED DATE �����r' ���\
r�;.���a�,���.� SHEET NUMBER
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A B C D E F G H I J K L M N O P
A B C D E F G H I J K L M N O P
16'-4" (FIELD VERIFI� 2
KEY NOTES
� 0 4" 16'-0" 100-S1 1 �2' NORMAL WEIGHT CONCRETE TOPPING REINFORCE WITH °
_ 5 SPA. @ 3'-23/"± = 16'-0" O 6x6- �
; W1 4 x W1 4 W W.F. OVER .6C26 CONFORM METAL DECK.
�I �'^�
i � ^��A ����� �� � — —— �T T�—�— � g ' 2 FIELD VERIFY LOCATION OF COLUMN TO BEAR ON SOLID PORTION
� O
I BP1
, -- — — -- - - --- --- --- -- - - - -- - --- -- --- --- -- - --- - —�-- I W12x16 ( OF EXISTING WALL BELOW.
- - � u o
'�� ���) I I � � � 3 EXISTING ACCESS COVER TO REMAIN, FIELD VERIFY SIZE AND
t�, � � 8 � ( 2 100-S1 ���'��;.: 9 TYP O
I a , LOCATION. CONTRACTOR TO VERIFY GAS TIGHT SEAL, MODIFY AS �
``<� I I I BP2� •• ( _ _ ` REQUIRED
� 5 ,� I I I I .. I ' 4 CONCRETE STRUCTURE BELOW TYP .
, � I E L = 8097.00 O � ) �
�.� � � � I � � ! �, T.O. CONC.
� 4 6
� � . � � ( �� +�-I- �P5��5� ( � 5 a��' � � � � O � � O5 EXISTING 8" CMU WALL.
N �'�� I I I � � .�5`� � ��'�Q I I ,�. X � � � � X
°' ' I ' 3 � ( � � ���Q`�` � � ,:; � � � � � � � O 1/2" Q1 x 4" EMBEDMENT HILTI KWIK BOLT @ 32" O.C. IN 1-1/2"
- � I I I ( � .� i f � � U U U U � VERTICAL SLOT, FINGER TIGHTEN AND TACK WELD. LOCATE AT
' EXISTING GROUTED CELL OR GROUT EMPTY CELL AS REQUIRED.
� ' � � � � � � � 12 ,; ��
� � � � � (
; , .
, j � ;.,, , ,� � � � 11 � � �� 7 O L2-1/2x 2-1/2 x 3/16 x CONTINUOUS, FLUSH WITH EDGE OF W12.
0 o a �`,� �� ;�^��',� � 5 � � °°
` 1 ''''�''"''��� I f
, , , , , , ' ( 5 gO 4" METAL STUDS W/TOP DEEP LEG TRACK FOR SLIP JOINT RE
_ �� , BP1 �� ; � .; � .�� � BP2� „ �ns W12x16 ARCHITECTURAL DRAWINGS FOR ADDITIONAL INFORMATION
��,� � � �,
�;. �. 1 � � .
iiffi ,� . � O
4 '-4 ��l_ _ ' _ � _d' ^ � � / i d' _ _
� � � �� V a � � � u\� PROVIDE STANDARD FRAMED BOLTED CONNECTION, COPE TOP
'� �_ _\:!����.�i_ ,_..�� _ _d �.- _ _ _ '"' ``_j/ °s, �``^ '
�' 100-S 1 �,, y_!� ._,,'`���'���` � � � �_<�` ' _ _ ,� -;� � ��.
� � - ` O -
�''� I ' � � FLANGE AS REQUIRED, SEE DETAIL D/S 2 (TYP.).
� � �
� '� �!������ ���_ � � I I ,%� � �� SIM, TYP ' ��, �� ._..��,� �
PROVIDE OPENING FOR 10x10 DUCT RE-USE 10 1/2" STIFFENER PLATE EACH SIDE OF BEAM WEB.
OFFICE SLAB PLAN
�� _ � �� EXIST. 11 STORAGE ACCESS LADDER, SEE DETAIL A/100-M1
- � 3/8 - 1 -0 OFFICE STORAGE LEVEL FRAMING PLAN LINTEL ,�
, 3/8" = 1'-0" 12 SEE DETAIL B/100-S1 FOR LINTEL
13 SEE DETAIL D/S-2 FOR BOLT SIZE AND ADDITIONAL CONNECTION
DECK TO DECK TO
DETAI LS
BENT R(TYP.) BENT R
BENT F�TO 61�1 BENTR TO COLUMN, SEE PLAN
� BENT R 3/6 x TOP FLG. (TYP.) 2-8 BM TOP FLG. 2-8 R 5/6x8%x (LENGTH AS
W12( NOT �
DECK TO REQ D), SLOT TS AS � „
N� BENT�' TYP REQ'D FOR PLATE 2� TYP PRESENT
VARIES x C O N T. EL T.O. CONC. 7 % � @ S I M)
BENT I'� TO SEE PLAN 7 9 TYP
� � �y ,c�, �-a,
6 � �p �: ______--�� ���---_=--
.,,� 2-8 BM TOP FLG. , �. , W12 �`�� _��s--
F _ _,r ELT.O. CONC. ' ;
4� 6 �
� r r r Y Y Y ——11 ——�_— ——Y———Y ——Y ——Y ——11——_Y ——Y r� �n
, -------------- -- SEE PLAN � __�___�___�_ _� __�_ _____�___�___�___�_ ' '
, � ��
\ " ��� ' TYP ,
� o 0 0 0 �
5 E.� %o*. I I o 0 0 `� o 0 0, _ _ 0 1%" TYP � o I I �' � � 5 u N 8��
� � � o 00 �� o0 0, o . u
� � I I ° C8 (TYP) °' N � � � j j ` ' • � WT4x14x8%2 u� � ,n
� 13 TYP
` ',, � � � �`� ;��'� i� INSIDE FACE
I �(� W12 9 TYP � �� �-W12 �, � � � . � ii OF WALL , �,;; ., .. L5x3%2 X% LL EA.
n,,� W 1 2 /2 STIFF.R EA. I W12 4 TYP � � W12 I I � '�, �i W12 r a ( �
� 1 S I D E O F B M. � � 1 � � F'�1"x4"x0'-11" j,j � ' °*° �'� ' SIDE W/ 3/4" Q1 STUD
TS3x3� R 1"x4"x0'-11" i i TS3x3x/4 I I I i V�,�� P L/'�N \ n��� 4 BOLT @ 32" O.C. MAX.
0 \�t
� �4� 5/„Q1 SS � � �. ...... .._
- SEE PLAN � �� I $ , TS3x3�a � � �4) 5���f� SS 1 �� TS3x3� j�j \'��� . 3/6 TYP & BOT R%a x 7% x
BOLTS W/2/4 �,� �,� BOLTS W/2/a - �-
OPNG. WIDTH
GAGE DIST. EL. T.O. MAS OPNG
.,; ,.
' SECTIQN GAGE DIST. SEE PLAN
5/6 " x x x _ = 8'-0" ABOVE FIN FLR
�r 100-S1 ------ --- ------
3/4" = 1'-0" 2 T -- BOLT �
S E CT I O N WT4x14x8% � �� i � 2@ 8" TO ANGLE
100-S1 i� i �" TYP �
3/4" = 1'-0" � �
� �� �
�� i 13
ii
, q,�� W�2 � II � TYP INTEL
� L
��� �� ��� � -
5�� 2�� _
\
� � i 4"
� B
� o o _ R 5/6 x 8 2 x (LENGTH i TYP W12 (NOT D ETAI L
� � R E Q'D), S L O T T S A S i P R E S E N T 1 0 0-S 1 �"�
� _ ■ - : + _ REQ'D FOR PLATE i @ SIM) NO SCALE
o 'n � o -
o _ o o = o o - d' COLUMN, SEE PLAN i NOTE:
� Z� � _ COPE FLANGES AS �----- �
� , � \ REQUIRED.
� �" ° �" ELEVATION
�
�` � �---
B P 1 B P2 A .,,, --,
�
�
� ���� _ ��-o�� ���� _ ��-o�� D ETAI L "
cn 100-S1
�
.� � 1-1/2" = 1'-0" `
o Yi --------�
�
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, � � (IF NOT 2"-SCALE ACCORDINGLY) ER-FAC-KEY dwg c�� �c BC PROJECT NUMBER
� �, ER-FAGS-P02Adwg �,� ��, EAGLE RIVER
�° � C OLORAD O ER-FAC-S-P02dwg �; 2 NEW PLANT LA60RATORY 25saa �
o �, D E NVE R, DESIGNED JAH fi � WATER& SANITATION DISTRICT CLIENT PROJECT NUMBER
° � DRAWN KRK/JAH � DAVID A.MYERS ;
• o � SUBMITfED DATE CHECKED RAP ��4�� STR U CTU R AL P LAN S & SECTI ON S DRAWING NUMBER
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�� APPROVED DATE A P P R O V E D �9TF o F C O`��PO VAIL WASTEWATER TREATMENT PLANT
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A B C D E F G H I J K L M N O P
. GENERAL NOTES: CODE ANALYSIS :
0
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_ 1. REFER TO SECTION 02070. SELECTIVE BUILDING CODES: 1997 UBC, UMC, UPC, UFC �
DEMOLITION FOR DEMOLITION REQUIRED IN THE CONSTRUCTION TYPE: V-N
ExISTING OFFICE AND LABORATORY. OCCUPANCY GROUP: F-2, B
�; OCCUPANCY SEPARATION• NONE REQUIRED
' 2. SEE SHEET 100-A2 FOR INTERIOR ELEVATIONS.
5
"' 3. CAREFULLY SAWCUT & REMOVE EXISTING EXIT REQUIREMENTS
� O MASONRY TO PROVIDE NEW OPENING FOR MAXIMUM TRAVEL DISTANCE - NONSPRINKLERED
WINDOW, SEE DETAIL C/100-A3. BUILDING: 200 FT
°� °' rn
7 CV
CD 15'-9" � �p 4. ALL GYPSUM BOARD IS 5/s" TYPE X UBC 1004.2.2 (EXCEPTION 1) - WHERE ACCESS TO
41/2" � ONLY ONE EXIT IS REQUIRED FROM A SPACE, EXIT
5. ALL CEILING GRIDS ARE 2'-0" x 4'-0". ACCESS MAY OCCUR THROUGH AN ADJOINING OR
INTERVENING ROOM, WHICH IN TURN PROVIDES
4 15 � OFFIC 6 SEE SECTION 12300 FOR CASEWORK SCHEDULE. DIRECT ACCESS TO AN EXIT.
CV M
i
°' 3 �oo KEY NOTES: LEGEND:
W D
°° M ( ^ 1 �oo s _ _ �
�J
OFFICE 1O METAL LADDER SEE DETAIL A/100 M1.
a
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2 �OO `'�' O2 SAWCUT & REMOVE EXISTING MASONRY TO CREATE
6 18 � 3'-4" x 3'-4" OPENING. 2'-0" x 4'-0" SUSPENDED
`" � p ACOUSTICAL CEILING
�, � O3 VCT & RUBBER BASE.
�
� i i i i , , . .' , ., • . �
. . .
� , ' � . ? " � �° 5/8L TY
� � � � ;� . � i .• '., � ~� � �,, : • • - • • , 4
, PE X YP UM B ARD N METAL TUDS W/
� " •• ' �•a `�• ' ' •`" ~ -• + ' FU L BATT INSULATION.
- I` �------ --1---------1---------� \ r_ .
\� '`� 2'-0" x 4'-0" RECESSED �`
o �,,
- � 3'-4" 8" O5 5/8" TYPE X GYPSUM BOARD BOTH SIDES 4" METAL FLUORESCENT FIXTURE.
� STUDS W/ FULL BATT INSULATION
O8 ---_ O6 SAWCUT & REMOVE MASONRY AS REQUIRED TO
RELOCATE EXISTING FRAME & DOOR 8 TO WEST. SUPPLY DIFFUSER
14 O CAREFULLY SAWCUT MASONRY ANCHORS AND
�� 12 REUSE EXISTING FRAME, ORATCONTRACTOR'S
o OPTION PROVIDE NEW FRAME TO MATCH EXISTING
co M 9 �
�,. -- � � O 7O FIRE EXTINGUISHER. RETURN GRILLE
� i �3 LABORATORY
11 � Og EYEWASH / EMERGENCY SHOWER.
_ _ J LABORATORY 101
101 O9 FUME HOOD & EXHAUST.
� �
- -i i . '''}` 10 REFRIGERATOR.
� � � • ' . � . . 17
„ , p„ , „ ; „ .: � � . � .
� 2 2- 14-4 , 2 � ` �� DISH�VASHER.
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I I �6 � 10 �
- � � � � �3 FLOOR DRAIN.
-----�?— � L_ J -------�—i . .
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CV
17 15 EDGE STRIP.
. d' � � 16 3" GR�MMET. �
100-A2 100-A2
17 GYPSUM BOARD SOFFIT ABOVE WALL CABINET, TYP.
18 INFILL WITH METAL STUDS & GYPSUM BOARD.
LABORATORY & OFFICE LABORATORY & OFFICE
FLOOR PLAN REFLECTED CEILING PLAN
3 M
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0 3/8"=1'-0"
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• oo � �'� BC PROJECT NUMBER
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�° � DENVER , COLORADO __ � m
_ o � DESIGNED � �AV1D A. MYER5 �, ' WATER & SANITATION DISTRICT CLIENT PROJECT NUMBER
r' � DRAWN -- '17442
• NW SUBMITTED DATE CHECKED -- T o A R C H I TE C TU R A L P L A N S DRAWING NUMBER
o PROJECT MANAGER C H E C K E D D A M �'9T � 1 0 0 A 1
T Q A P P R O V E D D A T E F�F C 0�4�P VAIL WASTEWATER TREATMENT PLANT
� v BROWN AND CALDWELL APPROVED 1 I S S U E D F O R C O N S T R U C T I O N D A M 1 0/0 4 SHEETONF MBER
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� KEY NOTES , SECTION 1
0 0
. � 1O METAL GUARDRAIL W/ TOEBOARD AT FULL PERIMETER �
OF STORAGE AREA ABOVE OFFICE - SEE DETAIL A/S-4.
11 O HOLLOW METAL DOOR & FRAME. 5
12 O SUSPENDED ACOUSTICAL CEILIING.
, 11 O 5/8" TYPE X GYPSUM BOARD ON MTL STUDS W/ FULL
10 BATT INSULATION.
rn
$ 9 5O 5/8" TYPE X GYPSUM BOARD BOTH SIDES 4" METAL
- STUDS W/ FULL BATT INSULATION.
_ 6O CONCRETE ON METAL DECK & STRUCTURAL STEEL. O
4
1 O VCT & RUBBER BASE.
�8 EXISTING CONSTRUCTION, TYP. 2� � 3 n2 1
00 6 M � L�J
o �
9O FUME HOOD EXHAUST FAN & STACK HEAD EXHAUST ON o
�FINISH FLOOR 4 PLATFORM CURB- SEE DETAIL E/100-A3 �
ELEV= 8097.80 8 - - -- - - -
10 FUME HOOD EXHAUST DUCTWORK ON UTILITY CURB -
o sEE �E-rai� Ei�oo-as. EXISTING BUILDING AT OFFICE / LABORATORY ��
3 3 �� � � 11 SCREEN WALL, SCREEN WALL POST & GUY WIRE
o z � + O _ _
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� ti � � REMAINING SCREEN WALL POSTS OMIT GUY WIRE
� ti _ _ SUPPORT. r`
I � - - ' 1/8"=1'-0��
- - - 12 COORDINATE STACK & FAN INSTALLATION W/ ROOF
FINISH FLOOR REPLACEMENT (TASK200) KEY NOTES , WEST ELEVATION
ELEV= 8088.80
2 7 8 7 1O EXISTING FLUTED CMU.
2O EXISTING OPENINGS TO REMAIN.
sECTioN 1
� 100-A1 3� HOLLOW METAL WINDOW. �
1/4" = 1'-0"
4O STEEL LINTEL AT EXISTING MASONRY - SEE DETAIL B/100-S1.
2'-6" 2�_6�� 2�_6�� 2�_6�� 2��6�� 2�_6��
O5 SCREEN WALL - SEE DETAIL E/100-A3.
2 1 1 2
� o
KEY NOTES , LABORATORY ELEVATIONS
� 6 11 II 3 I 3O // ij' � �n
��
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ti I � �
� 16 - - 2O DRYWALL SOFFIT ABOVE WALL CABINET, TYP. 13 EXISTING WINDOW W/ NEW SOLID SURFACE SIILL-
° � �� � � � SEE DETAIL D/100-A3 & SECTION 06100.
c� - - 16 - -
- I O3 5�8" TYPE X GYP BD ON FURRING CHANNELS OR
. METAL STUDS - SEE PLAN SHEET 100-A1 14 CUSTOM FILLER PANEL.
15 4O EPDXY RESIN COUNTERTOP W/ SERVICE 15 ACID STORAGE CABINET W/VENT ASSEMBLY
`r 2'-6" 2'-6" 3'-0" 5 5 5'-0' 2'-6" 2'-6" �'
7 LEDGE. CONNECTED TO FUME HOOD.
NORTH ELEVATION EAST ELEVATION O5 VCT & RUBBER BASE. 16 SCRIBE TO REAR WALL.
2�-6�� 2 � 2 2 2�-6�� 2 � 2 O6 PAPER TOWEL DISPENSER- SEE SECTION 17 ARTICULATED KEYBOARD TRAY W/ MOUSE PAD &
13 13 12300. VERTICAL PROCESSOR SLING - SEE SECTION 12300.
8 6 7O EYEWASH / EMERGENCY SHOWER.
O O
� � 8 � � 4 4 � ��� O8 4" EPDXY RESIN BACKSPLASH. �"�
3 4 74 TYP
N 4 3 _ 8 4 �� �
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0
° - � - - - - - -
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s 16 5
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`� �' EAGLE RIVER �—
� � ; � NEW PLANT LABORATORY 25�a
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DRAWING NUMBER
' o W SUBMITTED pROJECTMANAGER DATE �HE�KEO -- SECTION & ELEVATIONS 1OO—A�
�o CHECKED DAM ��'T qT �,o° V A I L W A S T E W A T E R T R E A T M E N T P L A N T
� Q APPROVED DATE �pF �fl�0� SHEETNUMBER
� V B R O W N A N D C A L D W E L L A P P ROVED 1 I S S U E D F O R C O N S T R U C T I O N D A M 1 0/0 4 OF
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A B C D E F G H I J K L M N O P
� DOOR SCHEDULE TREATED�' PLYWOOD CAP °
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DOORS GENERAL FRAMES PREFINISHED TREATED 1x2 KICKERRIPPED
GALVANIZED SHEET TO PROVIDE 1/2" SLOPE
METAL CAP
DOOR TYPE DIMENSIONS MATERIAL FINISH HARDWARE RATING TYPE DETAILS MATERIAL FINISH REMARKS DOOR
N0. W H TH SILL HEAD JAMB NO TREATED 2x4 BLOCKING
100 A 3'-0" 7'-2" 1-3/4" HM * 1 1 - A/100-A3 B/100-A3 HM * - 100 T.0 STEEL � -
EL=8113.40'
* REFER TO SECTION 09900: PAINTINGFOR FINISH INFORMATION
a� CONTINUOUS CLEAT,
SECURE TO WOOD L 2x3x� °'
C BLOCKING
�
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100-A3 3�_�„ 3'-4"
3'-4"
„ 3�_�N ,
" 2'-0" 6' 1" INSULATED OFFSET FRAME 4"
" 3'-0" ' 1" INSULATED TEMPERED GLASS WHERE ADJACENT
TEMPERED GLASS WALL OCCURS UNO DOUBLE STUD
�
00 � METAL STUDS @ JAMB,TYP �
�" ° o METAL STUD
M M M DRYWALL TYPE LINTEL FOR OVER d-
= N �' �' 8'0" OPENING �
ti � ti FRAME RETURN '
UW HOLLOW METAL WINDOW � � � PREFINISHED
FIXED M N � GALVANIZED SHEET _
METAL STUD CLIP DRYWALL TYPE 2�� METAL PANEL
FRAME RETURN � MTL STUD CLIP SYSTEM
`` DOOR A FRAME 1 ``
, WI N DOW ELEVATIONS DOOR & FRAM E ELEVATIONS HM DOOR HEAD @ DRYWALL HM DOOR JAMB @ DRYWALL �
�
1/4��=��-o�� 1/4��=��-o�� DETAIL A DETAIL B
100-A3 100-A3 '
1-1/2" = 1'-0" 1-1/2" = 1'-0"
� L 3x3x4, TYPICAL, �
f � � COPE TO POST
C/�IJ I IIVV U ����� FULL BATT INSUL
MTL STUD EXISTING 8" CMU
NEW STEEL ANGLE � �
LINTEL, PAINT �
, `'' 5/8" TYPE X GYP #12-14 X 1" 4��X�O M� �
�: CONT 2x4 NAILER BOARD HEX HEAD W/
���� � MTL STUD AT UTILITY CURB PROVIDE NEOPRENE WASHER _
L'1.d��s � � ' // ``
"'��°'~'~"""`` EXISTING ALUM � `' ° CONT 2x4 NAILER TERMINATION BAR, FILL AT 12" O.C. HORIZ
HOLLOW METAL `�•�-•'` �
CORNER TRIM,TYP WINDOW W/1" � RECEIVER W/SEALANT
� FRAME, GROUT FULL CORNER TRIM,TYP �p GUY WIRE TO STACK
INSUL GLASS PLATFORM CURB AT FUME HOOD EXHAUST I 3/16 HEAD EXHAUST `�
FAN & STACK HEAD EXHAUST, UTILITY CURB STAINLESS STEEL
1" INSULATED 3/4" AT FUME HOOD EXHAUST DUCTWORK CLAMPING BAR d.
�� _ & RECEIVER, SEAL � PIPE WENU�TS ACH�S DE,SWELD
TEMPERED GLASS 4 CANT
3/4" SOLID SURFACE WNDW INFILL W/NEW J FULL PERIMETER NUTS TO PIPE
STOOL, PROVIDE 3/8" RADIUS- INSULATION TO BE LEVEL �- r COUNTERFLASH
SEALANT FULL SEE SECTION 06100 W/EXISTING PREFINISHED _ ROOF MEMBRANE
� PERIMETER, INT& „ GALVANIZED SHEET
EXT �,.,�Y r 3/4" SOLID SURFACE 7 ��4 EPDXY RESIN I METAL FLASHING OVER SHEET METAL
MODIFIED BITUMEN ROOFING 3" 4" 4" FLASHING,TYP
- "''�"• `•'=-�r�'� WNDW STOOL, COUNTERTOP W/ WITH BASE FLASHING, EXTEND � � I �
�9�`� �i
d' ��; "�.G:i�==a � PROVIDE 3/8" RADIUS- � � � d'
� a�• �-•��t ;� SERVICE LEDGE �
.���'�::.��� :%� ' %�.;' FLASHING UP AND OVER � _ � �
�r•���'���° � SEE SECTION 06100 z MODIFIED BITUMEN w —
�''�'`''�'� NAILER AND ON TO FIELD OF � �
GROUT EXISTING CMU � , ���T'' � � �' � �„ �
�:�;zi.;r a� 5/8" TYPE X GYP ROOF 4" o ` ROOFING ON 2 COVER � j �
Y e'�"�
TO PROVIDE SILL ��, °.
���'y�=~�'�` BOARD � -' � I BOARD �
,..::. .4a�w�.�'�'`:}� . j� �11 � r !�
EXISTING 8" CMU FULL BATT INSUL �� X�. 2 COVER BOARD r
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� NAILER I EXISTING INSULATION INFILL W/NEW INSULATION TO BE
° '� �� CONCR TE FUME HOOD EXHAUST EXISTING CONCRETE LEVEL W/EXISTING
¢
� DOUBLE TEE DUCTWORK, SAWCUT& DOUBLE TEE 10" SQUARE x 2" BASE PLATE WELDED TO POST,
� H M WI N DOW S I LL/H EAD @ CM U ALU M I N U M WI N D OW S I LL/H EAD CUT & REMOVE EXISTING INSULATION REMOVE CONCRETE DOUBLE ANCHOR TO ROOF W/(4) %"�THROUGH BOLTS
� DOWN TO EXISTING ROOF DECK AS TEE FOR NEW PENETRATION CUT & REMOVE EXISTING INSULATION WITH NUTS &WASHERS @ CORNERS
� REQUIRED TO INSTALL NAILERS DOWN TO EXISTING ROOF DECK AS
� C D REQUIRED TO INSTALL BASE PLATE
�
= DETAIL DETAIL
� GREENBERG + 100-A3 100-A3
Q �� _ �_ �� �� _ �_ �� N
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-� � F A X 3 0 3 321 2090 � 1-1/2" = 1'-0" 1-1/2" = 1'-0"
�
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� ; ' � , � � � AT FULL SIZE 25844TBLKdwg oQ Q� VAIL WASTEWATER TREATMENT PLANT IMPROVEMENTS 25844-T100-A03 dwg
, v (IF NOT 2"-SCALE ACCORDINGLY) �`� E'� ZONE REV DESCRIPTION BY DATE APP BC PROJECT NUMBER
� � �`� 2 EAGLE RIVER NEW PLANT LABORATORY 23301 �
_ o � D E NV E R, C O L O RAD O DESIGNED -- � DAVIO A. MYERS � � WATER& SANITATION DISTRICT CLIENT PROJECT NUMBER
� � DRAWN -- � 174�i2
DRAWING NUMBER
' oW SUBMITTED PROJECT MANAGER DATE CHECKED -- �
�'-° CHECKED DAM �;* �O DOOR & WINDOW 1C�O A�
� � APPROVED DATE APPROVED �TF OF �p���P VAIL WASTEWATER TREATMENT PLANT
SCH EDU LES & DETAI LS SHEETNUMBER
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A B C D E F G H I J K L M N O P
A B C D E F G H I J K L M N O P
• VENT KEYNOTES
o + FIELD ROUTE o
� `� � 4" VTR TO LAB O INSTALLATION OF FLOOR DRAIN REQUIRES �
OFFICE I NOTO CONF ED SPAC EXIST NG D ENTRY
,� ,� O AIR GAP FITTING 1" HW 1" PW I CONNECT NEW 1" EQUALIZATION BASINS) SEAL PENETRATIONS
� (DISHWASHER I WITH TYPE D PENETRATION.
� � HW TO EXIST HOT
EYEWASH/ DRAIN) � WATER IN SHOWER
2 WATER SYSTEM NOTES O2 AIR COMPRESSORNACUUM PUMP. PORTABLE,
SHOWER 1 SEE MECHANICAL PLAN FOR � ROOM
�..�.,� � FIXTURE LOCATION SURGE � COA ED DIAP RAGM �p� UNRB10MNTRESIN
°�'�" " ° �" � � � CONNECT NEW 1"
� �____�____�—� 2 PROVIDE REDUCERS AND � � EYEWASH/ TEFLON-FLUOROCARBON-RESIN/KALREZ �
� FLEX CONNECTIONS AS � I 4� SHOWER PW TO EXIST COLD
REQUIRED FOR FIXTURES � � I I C� POTABLE WATER IN WETTED PARTS, 220V, 50Hz, 1.OA, 17UMIN FREE
I I SHOWER ROOM FLOW CAPACITY, 20 PSI MAXIMUM PRESSURE,
LABORATORY 3 ALL WATER, DRAIN,WASTE,
� � 1" TW 28 INCHES MAXIMUM END VACUUM. tHE AIR
AND VENT PIPING SHALL -----L lr------�--,'-_3"D_�1 COMPRESSOR VACUUM PUMP SHALL BE
� �❑ 111 CONFORM TO THE UPC y EXIST FLOOR FISHER SCIENTIFIC CATALOG NO 13-875-217A
° DISHWASHER LAB SINK FUME HOOD � �J OR APPROVED EQUAL. PROVIDE UNIT WITH AN
SINK INLET VACUUM GAUGE AND OULET PRESSURE
DISHWASHER EXISTING 3 WAY MIXING/ -J-------J GAUGE.
i i SHOWER TEMPERING VALVE
, � i � 4" CIP SLOPE 2%, DRAIN TO FINAL PUMP LOCATION TO BE COORDINATED �
----,
L J � ---�� EQ BASIN BELOW LAB O WITH OWNER AND ELECTRICAL DRAWINGS.
� WWTP LAB WATER SUPPLY & WASTE SYSTEM
LAB PLUMBING PLUMBING SCHEMATIC
. � OPERATIONS LEVEL PLAN NOTTO SCALE
�
, 3/16" = 1'-0"
2'-0"
cfl PROVIDE HOLES IN FABRICATE SIDE RAILS �
SIDE RAILS AT 1'-0" � AND SUPPORT
O.C. FOR 7/" DIA BRACKETS FROM %"x�2"
RUNGS. WELD AND - ' FLAT BAR.
GRIND FLUSH
� �
�"� %2" DIA. ANCHOR I %" �1 ANCHOR BOLT,
BOLTS, (TYP.). PROVIDE 2" EMBED.
� EL. (SEE PLAN)
�n - --- --- T.O. CONC. �n
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3"
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o WALL DETAILS
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_ X MIN. EMBED.
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� � � (iF NoT 2"-SCALE ACCORDINGLY) ER-FAC-A-P02 dwg c�0 ��c ZONE REV DESCRIPTION BY DATE APP BC PROJECT NUMBER
� �, 25844TBLKdwg ��,4 ��,, EAGLE RIVER NEW PLANT LABORATORY `-
�° � DENVER, COLORADO � � 25844
- o � DESIGNED JAH � DAVICJ A. MYE�S � � WATER&SANITATION DISTRICT CLIENTPROJECTNUMBER
•- � DRAWN KRK JAH
DRAWING NUMBER
�7�'�� MECHANICAL PLAN , SCHEMATIC
` o � SUBMITfED DATE CHECKED RAP
N o PROJECT MANAGER �OO-M1
�o CHECKED DAM �;q _ �o VAIL WASTEWATER TREATMENT PLANT
r Q APPROVED DATE APPROVED TF �� COL��� 1 ISSUED FOR CONSTRUCTION DAM 10/04 SHEETONF MBER
� V BROWN AND CALDWELL
n.
A B C D E F G H I J K L M N O P
,
A B C D E F G H I J K L M N O P
GENERAL NOTES
- o
° 1 DUCTWORK SHALL BE UL STANDARD 181, CLASS 1, AIR �
- DUCT. DUCT SHALL BE CONSTRUCTED OF SINGLE PLY
ALUMINUM, SEAMS INTERLOCKED, FOLDED FLAT AND
KNURLED . DUCTWORK SHALL COMPLY WITH THE UMC,
ASHRAE CH1, AND SMACNA DUCT CONSTRCUTION
STANDARDS
8 KEY NOTES
� �
R1 1O CONNECT NEW 8"�?1 SUPPLY DUCT TO EXISTING 20x10
500 SUPPLY DUCT. BALANCE TO 250 CFM.
�<
S1 2 CAP EXISTING DUCT AT WALL.
250
� 3 SOPPLY DUCTVBA�LANCE TO DU�CC � EXISTING 18x18
, , � 1 � � NEW FLOURESCENT 4O CAP EXISTING DUCT AT 8"QJ TAP.
`., � � � \ ' LIGHT FIXTURE, o0
°O ` � / SEE 100-E1 (TYP)
��� � O5 CONNECT NEW 10x10 SUPPLY DUCT TO EXISTING DUCT.
�� � 6 ROUTE NEW 10x10 DUCT THROUGH EXISTING WALL AND
O
,� S / � ; NEW REFLECTED DOWN THOUGH NEW CEILING DECK.
g �- 50�' J � \ CIELING GRID, SEE 100-A1 7 FUME HOOD. SEE SHEET 100-A2.
� O
�,� �;��'.' •`� 2 i
i\ \`;: \' '`. '� � �
X \ \`\`\ 5 �; O8 FIELD VERIFY LOCATION OF 16x16 RETURN AIR GRILLES
�� �;��.���
� . , \,\,�� � I'� ON WALL. �
�' '� � iii ,� - -
,
� � �
10x10 �
� �fl�.. .� � �,
="���~�.. „ � � /��� �;��-,,
4�� �R ; `" 8��� TYP 6 / �.
R1 �
� S1 �r-' �
X 750
250 � w° �
_ �_
DIFFUSER SCHEDULE
.._` �.- �_ ��, -
--. '...`� i
f '��."/J ; / i �.h`
;.�, `, ,,t ,, / , ,�.- �...� O NUMBER SIZE NECK SIZE
�
-' % : � � � � ,,.-�
— S1 , , , , � ,
' \_$���
250 � 4 �`� s1 24- x 24 s"�
, %� ... - - --- - --- -
� - -- - -
�
`n � EXI ST
� �`' �'`, E)CIiTl,�-�r1 '-�. .-%� 24x24 -
� �,_.,��r` R1 16 X 16
, r��, --- _----_—"�-='`�. --- - - --- -
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� , r AT FULL SIZE 25844TBLKdwg o��° °�'q� 2004 VAIL WASTEWATER TREATMENT PLANT IMPROVEMENTS 25844-T100-H01 dwg
� e � I I � , `� E' ZONE REV DESCRIPTION BY DATE APP
d. BC PROJECT NUMBER
, � (IF NOT 2"-SCALE ACCORDINGLY) ER-FAC-KEY dwg � � y �
ER-FAC-H-P02 dwQ �`� � EAGLE RIVER 2ssaa
ER-FAC-S-P02 dwq
f° � DENVER, COLORADO DESIGNED KFS ER-FAC-S-P02Adwq � m � WATER& SANITATIONDISTRICT NEW PLANT LABORATOR CLIENTPROJECTNUMBER
_ cfl �
. o � ER-FAC-A-P02 dwq � DAV1D A. MYERS �
.- DRAWN KFS '1744�
DRAWING NUMBER
� �,
' N W SUBMITTED pROJECTMANAGER DATE CHECKED �H �� o H VAC PLAN 1OO-H1
�;o C H E C K E D D A M qrF �P O V A I L W A S T E W A T E R T R E A T M E N T P L A N T SHEETNUMBER
r Q APPROVED DATE �FCOLd
� v BROWN AND CALDWELL APPROVED 1 ISSUED FOR CONSTRUCTION DAM 10/04
°� q g C D E F G H I J K L M N O P
.-
A B C D E F G H I J K L M N O P
0 0
� TABLE A �
ANGLE SIZING, INCHES
DUCT SIZE ANGLE SIZE GENERAL HVAC NOTES:
36 x 18 1-1/2 x 1-1/2 x 1/8
48 x 24 1-1/2 x 1-1/2 x 1/8 A. ALL VENTILATION SYSTEM DUCTWORK CO�lSTRUCTION DETAILS SHALL D. LOCATE ALL CEILING GRILLES SYMMETRICALLY IN CENTER AND ALIGNED
60 x 30 1-1/2 x 1-1/2 x 1/8 BE IN ACCORDANCE WITH THE LATEST EDITION OF THE SHEET METAL IN CEILING TILE GRID PATTERN. COORDINATE LIGHTING LOCATIONS
DUCT STIFFENER OVER 60 2 x 2 x 1/8 AND AIR CONDITIONING CONTRACTOR'S Np,TIONAL ASSOCIATION,
rn NOTE: (SMACNA) "LOW PRESSURE DUCT CONSTRUCTION STANDARDS" FOR 2 E IF DUCT DIMENSIONS SHOWN CONFLICT WITH AVAILABLE SPACE, DUCT
SHEET METAL SCREWS SUPPORTS TO BE 304 STAINLESS STEEL AS PER NOTE C, THIS PAGE INCH W.0 PRESSURE CLASS. DIMENSIONS MAY VARY, BUT MUST EQUAL CROSS SECTIONAL AREA OF �
SIZES SHOWN.
12" ON CENTERS OR B. ALL DUCTING HANDLING HEATED OR COOL=D AIR SHALL BE INSULATED
MINIMUM 3 PER SIDE DUCTWORK INSULATION SHALL BE IN ACCORDANCE WITH THE F. ALL BALANCING DAMPERS ARE TO BE INSTALLED IN ACCESSIBLE
.� 3/16" SHEET METAL SPECIFICATIONS. LOCATIONS
x �. x SCREWS
x � .r x � FLOOR C. DUCT SUPPORTS SHALL BE IN ACCORDANCE WITH SMACNA STANDARDS H• PROVIDE AIRFLOW TEST ON ALL DUCT LEGS AS REQUIRED FOR AIR
x �I• x ,�
�°a • x x AND DETAILS. WHERE PIPING IS SUPPORTED IN CONJUNCTION WITH BALANCING. PROVIDE CAPS FOR ALL HOLES
. WALL DUCTWORK, SUPPORTS SHALL BE SIZED INACCORDANCE WITH THE PIPE
v <
00 , a Q SUPPORT DETAILS AND THE DUCTWORK TRAPEZE SUPPORTED FROM �
THE PIPE RACK. ALL DUCT SUPPORTS WITHIN CHEMICAL OR
a � a � , ° CONCRETE CURB 12" WASTEWATER PROCESS BUILDINGS, SHALL BE 304 STAINLESS STEEL.
° ° (TYP)
3"
a a a � SEE TABLE "A" FOR
a a ANGLE SIZES +
STANDARD HVAC DESIGNATIONS MECHANICAL SYMBOLS
3/8" EXPANSION BOLTS
AT 12" ON CENTERS OR FIRST DIMENSION DUCT SIDE SHOWN,
12 x 24 SECOND DIMENSION SIDE NOT SHOWN,
MINIMUM 3 PER SIDE + DUCT
' ti ACOUSTICAL LINING OR INTERNAL �
. VERTICAL DUCT SUPPORT AT FLOOR 24 x 12 INSULATION
SUPPLY OR OUTSIDE AIR DUCT CENTRIFUGAL CENTRIFUGAL !
A SEE TABLE "A" FOR (FIRST DIMENSION DUCT WIDTH) PUMP � FAN OR BLOWER
DETAI L vAR
STEEL ANGLE SIZES � EXHAUST OR RETURN AIR DUCT
SCALE: NONE
3/8" EXPANSION BOLTS HVAC GRAVITY INTAKE
FRONT VIEW AIR TURNING VaNES IN DUCT PARTICULATE � OR RELIEF VENT
SIDE VIEW AIR FILTER
cfl
OBVD �
OPPOSED BLAOE VOLUME DAMPER �� ROOF EXHAUST FAN,
BACKDRAFT
VERTICAL DUCT SUPPORT AT WALL SVD PROPELLER OR DAMPER
B SINGLE BLADE '✓OLUME DAMPER CENTRIFUGAL TYPE
DETAIL vAR Foc
SCALE: NONE FLEXIBLE DUCT CONNECTION � PARALLEL
� � BLADE
UP DUCT RISE UP �
DAMPER LOUVER �.n
DN DUCT DROP DOWN
OPPOSED BLADE SLIDE DAMPER
HANGER ROD, WALL LOUVER DAMPER
� SIZED BY
CONCTACTOR FIRE DAMPER (FD)
�
� �
PROPELLER FAN �
, SPLITTER DAMPER WITH 5" THROAT BUTTERFLY
T=5" DAMPER
FLOW ELECTRIC
—� EXTRACTOR IN-LINE FAN HEATER COIL
�
AXIAL OR
�O S� CENTRIFUGAL
SUPPLY GRILL OR REGISTER
1/4" x 3" STRAPS CFM o0o M
� WITH 3/8" SS BOLTS SIZE EXHAUST OR RETURN AIR GRILL OR °o°°o
3 I �FM REGISTER (W x H, INCHES) �\ DIRECT GAS o0o INDIRECT GAS
-� FIRED HEATER o0o FIRED HEATER
= SIZE CEILING SUPPLY DIFFUSER OR °o°°o
0
CFM REGISTER H C
0
�
� SIZE � HEATING COIL � COOLING COIL
� CEILING RETURN OR EXHAUST AIR
� CFM GRILL OR REGISTER
> ROUND DUCT HANGER N
= SIZE
= D t CFM PRESSURE RELIEF DAMPER IN WALL
0
o Y� VAR .•:,� ,�•": pRp WITH GRILL ON BOTH OR ONE SIDE CHEMICAL
� � SCALE: NONE T FILTER s
� N O
�.
�
�
�
� , , LINE 1S 2 INCHES EXTERNAL REFERENCES �pFESSIp� REVISIONS FILENAME
� , . � � ' ATFULLSIZE 25844TBLKdwg �,04 q�F. ZONE REV DESCRIPTION BY DATE APP 2004 VAIL WASTEWATER TREATMENT PLANT IMPROVEMENTS 25844-T100-H02dwg
. � , (IF NOT 2"-SCALE ACCORDINGLY) �. BC PROJECT NUMBER
� �.`� �� EAGLE RIVER �—
� � DENVER, COLORADO `= � NEW PLANT LABORATORY 25aaa
- � � � DESIGNED KFS � DAViD A. MYEfiS � � WATER&SANITATION DISTRICT CLIENT PROJECT NUMBER
o �
� � DRAWN KFS '1T442
DRAWING NUMBER
� o � SUBMITTED DATE CHECKED �H H VAC DETAI LS 100 H2
� w PROJECT MANAGER �
� Q APPROVED DATE CHECKED DAM `��'q�,� ��p� VAIL WASTEWATER TREATMENT PLANT SHEETNUMBER
� V B R O W N A N D C A L D W E L L A P P R O V E D �F CO�-�
� 1 I S S U E D F O R C O N S T R U C T I O N D A M 1 0/0 4 O F
a
A B C D E F G H I J K L M N O P
A B C D E F G H I J K L M N O P
LEGEND
� o LP-A-13 � REPRESENTS AREA WHERE COUNTERTOP WIREMOLD
r . SHALL BE INSTALLED IN LABORATORY ROOM 110. �
DOOR BELL 8 KEY NOTES
& TRANSFORMER O FURNISH AND INSTALL WIREMOLD ON ALL COUNTERS
LP-A-1 WHERE THERE IS A SERVICE LEDGE SEE DETAIL H,
6 (TYP) DRAWING E-4 FOR DETAIL. WIREMOLD SYSTEM SHALL BE
ACC-CCP MOUNTED ABOVE FINISHED COUNTERTOP AND BELOW
THE SERVICE LEDGE WIREMOLD SYSTEM SHALL
� CONSIST OF SINGLE OUTLET RECEPTACLES ON 12" a�
� p
CENTERS AND BE 4-WIRE, 2-CIRCUIT; OUTLETS WIRED
LP-A-13 LP-A-13 ALTERNATELY; HAVING AN INSULATED GROUNDING
q CONDUCTOR. WIREMOLD COLOR AND LENGTHS SHALL BE
OFFICE � OFFICE CLG. p COORDINATED WITH ARCHITECTURAL DRAWINGS.
110 110 PROVIDE GFIC BREAKERS AT LP-A FOR EACH CIRCUIT IN
LP-A-13 WIREMOLDS.
�
OINSTALL REFRIGERATOR AND DISHWASHER
RECEPTACLES 12" AFF
�
�
3O ONE LIGHT SWITCH SHALL CONTROL ONE BALLAST FOR
LP-A-10 ALL THE LIGHTING FIXTURES EACH LIGHT FIXTURE
SHALL HAVE TWO BALLASTS WHICH CONTROL TWO OF
10 10 10
10a,b 10a,b 10a,b 10a,b � 3 THE FOUR LAMPS PER FIXTURE.
� 4O FUME HOOD REQUIRES TWO RECEPTACLE OUTLETS
1 48"AFF 3 MOUNTED AT FACE OF FRAME INSTALL IN ACCORDANCE
LP-A-15,17 �� P=A-13 � LP-A-12� WITH MANUFACTURERS RECOMMENDATIONS
. � J J
P-111 � � �� ,, / :; , % ;� / , , � , ,� / O5 INSTALL PHONE/DATA JACK 6" ABOVE SERVICE LEDGE. �
,
,
ACC-CCP '
. MAINT. ROOM 9 M �---------J----------�-- � � --------�---------i--------�
LP-7,9 � J � L a O6 INSTALL RECEPTACLE AND PHONE/DATA JACKS 12"AFF.
FS-111 ROUTE PHONE AND DATA CONDUITS TO EXISTING
� COMMUNICATIONS BACKBOARD.
' CS-EF-111 7O
� � 12a,b 12a,b 7O REFER TO CONTROL DIAGRAM 7B, SHEET 600-E4, FOR
�
LP-A-14,16 MCC-01 � EXHAUST FAN CONTROL.
EF-111 � q
� � CLG. O8 FURNISH AND INSTALL DOORBELL, TRANSFORMER AND cfl
WEATHERPROOF BUTTON. MCMASTER-CARR 83125-T61,
DS-EF-111 �
O 8VAC 4" BELL; 83125-T62, 8V TRANSFORMER, AND
M 83125-T64, WEATHERPROOF PUSH BUTTON; OR
2 � � O EF-111 � r APPROVED EQUAL.
LP-A-23 9 � � 12a,b � 12a,b
� � LABORATORY (ON ROOF f �
� 111 4 � I LABORATORY O 220V OUTLET DEDICATED FOR AIR COMPRESSOR/VACUUM
-- -� LP-A-25 - -J � PUMP. INSTALL OUTLET DIRECTLY ABOVE WIRE MOLDING.
� _ _, � � _ , 10 CORE DRILL CIRCUITS THROUGH NORTH WALL OF THE �
5 i i i i / LABORATORY ROOM SO THAT RECEPTACLES ARE
� � � f� � 12a b 12a b i INSTALLED FLUSH ALONG THE SOUTH OFFICE WALL
� f , > >
� � —_.I � � L / 1 �' i � — � r - -� I f
L_ 7
I I � I LP-A-19,21 � � I I
--------� � -------�--, �' I I
� � � � I � -------- I I o --------� ;
� --� L _ J I I
� ,
� i I � % � / � - - � i
' LP-A-12
d' N �
1 5
LP-A-19,21 2 B
LP-A-23 7'AFF
LIGHTING FIXTURE SCHEDULE
DESIG. DESCRIPTION �'MP MOUNTING TYPE ELECTRICAL MANUFACTURER
N0. WATrS TYPE AND HEIGHT REQIJIREMENTS AND CATALOG N0. M
3 A 4'x2' RECESSED INDIRECT FLUORESCENT FIXTURE WITH F� RECESSED LITHONIA
-o _ OUAL SWITCHED ELECTRONIC BALLASTS. 4 40 F40T12/CW 120 VOLTS 2GT440FWA12120SSB
�
W LABORATORY & OFFICE
LABORATORY & OFFICE SELF CONTAINED 6 VOLT EMERGENCY LIGHT, WITH LITHONIA
� B LEAD CALCIUM MAINTENANCE FREE BATTERIES AND 2 8 HALOGEN gWAA F 120 VOLTS 6ELM2-SSB-
� P OWE R P LA N L I G H T I N G P LAN SOL�D STATE CHARGING AND SELF DIAGNOSTICS H0806-TN-N
�
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� ' ' � , � � � AT FULL SIZE ER-FAC-A-P02dwg 2004 VAIL WASTEWATER TREATMENT PLANT IMPROVEMENTS 25844-T100-E01 dwg
, � � (IF NOT 2"-SCALE ACCORDINGLY) 25844TBLK dwg ZONE REV DESCRIPTION BY DATE APP
�����t�a u m m u r��u���,�
� � `°\`������oO°�cG/�'�. EAGLE RIVER BC PRO 25844 UMBER �
_ + o � D E NVE R , C O LO RAD O DESIGNED RPT ?��o,5t� P ; � � WATER& SANITATION DISTRICT NEW PLAN T LABORATORY CLIENT PROJECT NUMBER
� � DRAWN RPT `��� � $ �
� a� ° �w yi�c;=
` o c� SUBMITfED DATE CHECKED �� r !� �.�(�'���„ ELECTRICAL PLAN DRAWINGNUMBER
� W PROJECT MANAGER �' `� �•�.° �
�o CHECKED DWM ,�a E�ia��"���,��` VAIL WASTEWATER T EAT ENT PLANT 1 E1
`- Q APPROVED DATE ��`�a���,�r�!`��, R M L I G H T S A N D R E C E P T A C L E S S H E E T N U M B E R
� v B R O W N A N D C A L D W E L L APPROVED "'"��t���;�Z E�,'\� 1 I S S U E D F O R C O N S T R U C T I O N D A M 1 0/0 4 O F
a
A B C D E F G H I J K L M N O P
A B C D E F G H I J K L M N O P
GENERAL NOTES:
0 1. EXISTING BALLASTED ROOFING REMOVE EXISTING BALLAST o
� AND ROOFING AND DISPOSE OF. REMOVE ALL EXISTING �
113'-1" 59�_p�� REGLETS, CANTS AND EXPANSION JOINTS AT EXISTING
CONCRETE AND CMU WALLS REMOVE EXISTING ROOFING AT
PERIMETER OF ROOF AND WHEREVER NOT FULLY ADHERED TO
,
' 14 q INSULATION AT ROOF SIDE OF EXISTING CONCRETE PARAPET
� �i 2oo-A2 WALLS, REMOVE CEMENTITIOUS COATING PRIOR TO INSTALLING
j�___ SHEET METAL FLASHING AND SEALANT
i
�
i 2. ROOF OVER NITRIFICATION AREA• REMOVE EXISTING TOPSOIL
�
� LAYER AND STOCKPILE FOR LATER REPLACEMENT ON NEW ROOFING a�
G SYSTEM. DEMOLISH ALL EXISTING VINYL LINER AND EXISTING FIBER
2oo-A2 �( CANT PRIOR TO INSTALLATION OF TAPERED INSULATION. CAREFULLY
s�M �� REMOVE FENCE FOR LATER REINSTALLATION. EXCAVATE ALONG
SOUTH WALL TO THE EXTENT NECESSARY TO INSTALL NEW ROOFING
� 4O 9 SYSTEM. REPLACE STOCKPILED TOPSOIL ON NEW ROOFING SYSTEM
i TO A MAXIMUM DEPTH OF 8". REINSTALL FENCE REGRADE DOWN TO
� �
F H I G � TRAIL TO PROVIDE 6" MINIMUM COVER FOR WALL AND ROOF.
,
2oo-a2 2oo-a2 oo-a2 2oo-a2
REVEGETATE TOPSOIL.
� ��---���-��-���� �-� ��--��--�-�--� �_ - ---~� �`��F- � ------ '�--'��� �-- !��"-� —-----=��� 3. REPLACE ANY EXISTING INSULATION OR OTHER EXISTING 00
---_.___ �_�_�_� '�_..=__�_-_ _ �-�,— �T - �-'�f��=�=_ =�r—==-� _-----
�— _'� ��--�-_- �
ROOFING COMPONENTS DAMAGED OR REMOVED DURING
14 -- =� J L �' � REROOFING OPERATIONS.
- { � _ _ (� _ 21
LJJ
� r�� �- � �°` _ � r Q i �7 4. REFER TO SECTION 02070: SELECTIVE DEMOLITION FOR
J L J L ��, S E L E C T I V E D E M O L I T I O N R E Q U I R E D O N E X I S T I N G R O O F S.
9 , ,
O �g 9 0
� , rC�� 1 U 1 �-
0
�� KEY N�TES: �
- B 17 � � B
. 200-� 21 �7 L�� 2oo-A2
s�M _ 1U EXISTING MECHANICAL EQUIPMENT ON CURB-SEE DETAIL D/200-A3.
,
o� 8'-10" 11'-4" �1�:� ,;� 21 2O REMOVE EXISTING EQUIPMENT CURB, INFILL WITH INSULATION TO BE LEVEL
`r 13 �� WITH EXISTING INSULATION
21 10 — 3O EXISTING ROOF DRAIN - REMOVE & REINSTALL WITH INSTALLATION OF
1 I NEW ROOFING SYSTEM. PROVIDE 2'-0"SQUARE SUMP.
co � O — �
4O EXISTING WOOD WALKWAY- REMOVE, SAVE FOR REUSE&REINSTALL
12 10 AFTER INSTALLATION OF NEW ROOFING SYSTEM
20 °; 1 6 Q 1
� 19 19 5U EXISTING WOOD DECK- REMOVE, SAVE FOR REUSE& REINSTALL
0
3'-0" �� , AFTER INSTALLATION OF NEW ROOFING SYSTEM
- - 3 - 3 �
- - -- "f�=~�-���``--�-r_ 3_�-. � �`� 3 �.--�-"f� �```- _,�--�-"" f �``�--_ �_ -�'f��`.'---__ 3 ,�...---_'� 6O EXISTING 3" VENT THROUGH ROOF TO REMAIN-SEE DETAIL F/100-A3, SIM.
�```----___ `�s r----`�! `�--__ �� �--�`-`.---_ CJ �`-�--`_`'`-�_ _) ,_---`""_ _.�- C� --' �'.�---�� yl .--�'"""
� 3 14 7U REMOVE 2 EXISTING VENTS THROUGH ROOF
� -�.._-�---------�-I------�-_ _-_ �-_ �-_- �-�-H- -i-�-� --�-�-�- -� �-�-�`�-�-� 8 EXISTING FEN E - REM VE AVE F R RE E E �
O C 0 , S 0 US & R INSTALL AFTER
1 C � — � — � - - - � � � � T - - � � � � � - - - � � ��- - - - - - - - - - - -- - -�— - - - - - - - --- -- 15 INSTALLATIONOFNEWROOFINGSYSTEM.
�oo-A2 2oo-A2 ' � I I 2oo-a2
2oaa3 � q � � 9O NEW ROOF WALKWAY PADS AT EXISTING WOOD SUPPORTS,TYP.-SEE
siM � I 200-A3 I 16 I DETAIL G/200-A3
i � BELOW � I
_ � � _ ._ _ _ _ _ _ _.._ T _ _`_ _ _ _. _ TT � — _ — _ _ _�_.__ _ _ _ _ ^ ._ � _ — _ _ __ fi _ - - _ _ _ � _ — � � � 10 LAYOUTOFROOFWALKWAYPADS
' I I I
� I I I 11 FUME HOOD EXHAUST DUCTWORK& CURB ON UTILITY CURB-SEE DETAIL
� � A � E/100-A3, SIM
, � o � � ( � 200-A3 SIM � � d-
M200_,� 19 _ _ _ _ _ _ _ _ _ _ _ _ _ + _ _ _ _ _ _ _ _ _ _ _ _ _'_ _ _._ _ _ _ _ ___ _ _ _ _ ..__ f _ _ _ _ _ _ _ _ _ _ _ _ M 12 FUMEHOODEXHAUSTFAN & STACKHEADEXHAUSTONPLATFORMCURB-
s�M A � i � SEE DETAIL E/100-A3.
7 200-A3 � � � 13 SCREEN WALL, SCREEN WALL POSTS & GUY WIRE SUPPORT,TYP OF 4-SEE
BELOW
�� SIM_ _ _ _ _ _
� � � DETAIL F/100-A3. AT REMAINING POSTS OMIT GUY WIRE SUPPORT
- - - --- - - -�- _ , _. � - - - - _. _ _ - -I- - - ^ - _ _. _ .- - - - - -I- - - - - - _.... _. _.. _. _. _ T
3 �, _� 3 � � � � 14 EXTENT OF MODIFIED BITUMEN SHEET ROOFING SYSTEM REROOF(AREA OF
�'� "� �_�` �� I I � EXISTING BALLASTED ROOFING)
j` `�'_ } `--,—`.� `.�-- � .--='�- �\\
� � � �
�'� �� 15 EXTENT OF SINGLE PLY ROOFING SYSTEM REROOF (ROOF OVER M
� _ — � � 1 — _ _ — _ — _ _ _ — _ _ �I� _ _ _ _ ^ _ � _ _ _ T ._ .L _ � � _ _ _ � — _ — � � NITRIFICATIONAREA)
, \ _ .- - - - - - -
�---
E D r; g 8 16 EXISTING CONCRETE EQUIPMENT PAD. __�__.
200-,42 2oo-A2 14 15 200-A3 �
17 EXISTING DUCTWORK- SEE DETAIL E/200-A3. (
31'-9" 55-4" 83'-0" �
� 18 EXISTING STAIR SUPPORT,TYP. OF 3-SEE � �
� DETAIL F/200-A3
Q --
,
o �
� GREENBERG + O
� 19 EXISTING CONCRETE CRICKET,TYP.
- � N
� � 20 NEW 4" VENT THROUGH ROOF-SEE DETAIL �
F/100-A3, SIM.
o° Y° � ROOF PLAN
� 1700 FASf 171H AVEI�E Z
� cn DFMIER,COLORADO 80ZI8 � 21 PROVIDE NEW CRICKET AT HIGH SIDE OF KEY PLAN
o � 303 321 2043 �d O
ROOF TOP EQUIPMENT AND CURBS,TYP
� � F A fI 3 0 3 321 1090 � 1/8"=1'-0"
a�
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� . � � , AT FULL SIZE PLAN-BASE dwg aa q� VAIL WASTEWATER TREATMENT PLANT IMPROVEMENTS 25844-T200-A01 dwg
, �� �k• c�'y ZONE REV DESCRIPTION BY DATE APP BC PROJECT NUMBER
� (IF NOT 2"-SCALE ACCORDINGLY) 25844TBLK dwg � �
� � � 2 EAGLE RIVER ROOF REPLACEMENT 23301 �
_ � a, ; D E NV E R, C O L O RAD O DESIGNED G+G w DA�110 A.MYERS � � WATER& SANITATION DISTRICT CLIENT PROJECT NUMBER
° � DRAWN GTS � �7442
DRAWING NUMBER
' o � SUBMITTED DATE CHECKED SWG ROOF PLAN 200 A1
° W PROJECT MANAGER �
" � CHECKED DAM '��TqT Po° VAIL WASTEWATER TREATMENT PLANT
� Q APPROVED DATE F OF C0�-��� SHEETNUMBER
0 v BROWN AND CALDWELL APPROVED 1 ISSUED FOR CONSTRUCTION DAM 10/04 O F
a
A B C D E F G H I J K L M N O P
A B C D E F G H I J K L M N O P
1'-0" 4"
8 8
19 4 2 3 9 16 3 10 GENERAL NOTES:
� � ` �`� ` '"�vo p�� 1. EXISTING BALLASTED ROOFING REMOVE EXISTING BALLAST °
� 15 G '�C 15 _ _ � � �
' � �, f ,, , -=� - - - = AND ROOFING AND DISPOSE OF. REMOVE ALL EXISTING
- A ° °� ,' ' � �- � REGLETS, CANTS AND EXPANSION JOINTS AT EXISTING
' 10 �'
� N �' 10 A � _ - Q n CONCRETE AND CMU WALLS REMOVE EXISTING ROOFING AT
,� 14 9 � p N _ -��-- '` — PERIMETER OF ROOF AND WHEREVER NOT FULLY ADHERED TO
a 14 9 2� INSULATION. AT ROOF SIDE OF EXISTING CONCRETE PARAPET
�, 11 3 ° 11 � � WALLS, REMOVE CEMENTITIOUS COATING PRIOR TO INSTALLING
;
G c� 3 SHEET METAL FLASHING AND SEALANT.
C� �, i .-� � „�J
— A r
-'� -=�--�- `" ° `' 2. THE STANDARD DETAILS SHOWN ON THIS SHEET ARE TO BE
� �' ' �~ �� MODIFIED AS REQUIRED FOR EXISTING ROOF CONDITIONS AS °'
�--_
,� ��° r . � ° A 5 APPROVED BY ENGINEER
� G
� � �' ° 3. REFER TO SECTION 02070: SELECTIVE DEMOLITION FOR
� 7 4 � 7 4 1 SELECTIVE DEMOLITION ON EXISTING ROOFS.
� a
bv
PARAPET DETAIL PARAPET DETAIL ROOF DRAIN DETAIL KEY NOTES:
� D ETAI L A D ETAI L B D ETAI L C 1O EXISTING CONCRETE DOUBLE TEE. �
A1 A1 A1
2O EXISTING CONCRETE CRICKET
1 1/2"=1'-0" 1 1/2"=1'-0"
1 1/2"=1'-0"
3O EXISTING ROOF INSULATION
� O4 EXISTING 2x WOOD NAILER.
19 �� �g � ...
20 5O EXISTING CMU WALL.
4 9 9 1'-0" --..---`~-a
� � ` ' w=-�"��`~`=~.,,`�, 2 3 � .�-�-�~� 3 � � 6O EXISTING EIFS. ti
, � �`'�`� f��, 16 23 � 5
'�"�~��''���� � �7-. 24
c� 15 7O EXISTING ANGLE.
� � 8O EXISTING CONCRETE WALL
� - �� �_�f_����,,,2��, jo����05,
t� ��� `"��<,[�����i
� a (, x ` - - - �. ,' ` . - � 10
� ��� �f����L�: , - �� , u � ,- c� O 2" COVER BOARD.
.r— � � _�~
° c ° � � � 11 9 10 MODIFIED BITUMEN ROOFING WITH BASE FLASHING, EXTEND FLASHING
3 UP AND OVER NAILER AND ON TO FIELD OF ROOF 4"
� 21 �
� � � 11 4" CANT.
5 5 �2 `"" -'�
''�� `` _=��y �2 NEW 4x4 ANGLE, FASTEN TO CONCRETE TEE WITH 2" Ql THROUGH BOLT
a WITH NUTS &WASHERS @ 4'-0" 0 C
r
� 13 NEW 2x10 WOOD NAILER
PARAPET DETAIL OVERFLOW SCUPPER DETAIL @ EXISTING SCUPPER PARAPET DETAIL 4 �--0 14 NEW2x10W00DNAILER, RIPASNECESSARYTOPROVIDEDIMENSIONS
AS SHOWN & FASTEN TO ANGLE WITH $" Q� LAG SCREW @ 4'-0" O.C.
`� DETAIL ° DETAIL E DETAIL F O
15 PRE-FINISHED GALVANIZED SHEET METAL FLASHING WITH RECEIVER. 'n
A1 A1 A1 FASTEN TO WALL WITH 4' QJ HILTI X-ZF OR EQUAL @ 16" 0 C AND FILL
RECEIVER WITH SEALANT
1 1/2"=1'-0" 1 1/2"=1'-0" 1 1/2"=1'-0"
16 EXISTING ROOF DRAIN - REMOVE EXISTING ROOF DRAIN;TRIM BACK EXISTING
ROOF INSULATION TO PROVIDE 2'-0" SQUARE SUMP; INSTALL COVER BOARD,
- 3'-0" SQUARE 4#LEAD FLASHING AND MODIFIED BITUMEN ROOFING SYSTEM;
MODIFY ROOF DRAIN PIPING AS REQUIRED AND REINSTALL EXISTING ROOF
, � 6 DRAIN, STRIP IN BASE FLASHING TO ROOF DRAIN AT SUMP.
� 17 STEEL ANGLE, 2X WOOD NAILER AND PRE-FINISHED GALVANIZED �
SHEET METAL FLASHING, TRIM TO FIT BELOW WOOD DECK.
2�� �5 2„ 15
_ �.
18 REMOVE EXISTING THRESHOLD TO INSTALL FLASHING IN FULL BED OF
14 .,,�- 14 �� SEALANT. REPLACE THRESHOLD, AND SET IN FULL BED OF SEALANT.
18 17 22 9 19 SEALANT.
5 _ 10 _ 10 O
`V 9 �' 9 3 20 BASE FLASH EXISTING SCUPPER PRIOR TO BASE FLASHING REPLACED
11 3 11 3 - - - �.==--� !_-=---1"� � _ EXISTING ROOF DRAIN.
"� 5 "_' ^'
21 CUT AND REMOVE EXISTING ROOF INSULATION DOWN TO EXISTING M
r r r
12 12 ROOF DECK AS REQUIRED TO INSTALL NEW WORK. INFILL WITH NEW
5 INSULATION TO ALIGN WITH EXISTING INSULATION.
� `' — — n 22 EXISTING WOOD DECK- REMOVE, SAVE FOR REUSE& REINSTALL
� AFTER INSTALLATION OF NEW ROOFING SYSTEM.
N 13 � 21 13 21 1 13 1 21
Q 23 ROOFING AT ROOF DRAINS SIMILAR TO DETAIL C/200-A2.
� GREENBERG + PARAPET DETAIL PARAPET DETAIL PARAPET DETAIL 2a APPROXIMATE CONFIGURATION OF EXISTING SCUPPER.
� N
� � TAI L G " �
.� N � DE A� DETAIL A� DETAIL A1
°o Y� 1 l00 EASf 17fH AVQiUE �
� cn OENIIER,CUlARA00 80218 t,ey
� a 1 1/2"=1'-0" 1 1/2"=1'-0" 1 1/2"=1'-0"
303 321 2043 �7
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. � � (IF NOT 2"-SCALE ACCORDINGLY) �� F ZONE REV DESCRIPTION BY DATE APP
� u�i �tiQ 2�,�, EAGLE RIVER BC PROJECT NUMBER
ROOF REPLACEMENT 23301 �
- o � D E NVE R, C O LO RAD O DES�GNED G+G t—' � � WATER&SANITATION DISTRICT CLIENT PROJECT NUMBER
. >
° � DRAWN GTS � DAVlD A. MYERS �
� � 17442 DRAWING NUMBER
o � SUBMITTED DATE CHECKED SWG R 0 0 F P LA N S 1
� W PROJECT MANAGER �
�o CHECKED DAM �� o� VAIL WASTEWATER TREATMENT PLANT AZ
� v A P P R O V E D D A T E APPROVED �T F OF �QL��P S H E E T N U M B E R
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A B C D E F G H I J K L M N O P
A B C D E F G H I J K L M N O P
GENERAL NOTES:
� 1. EXISTING BALLASTED ROOFING. REMOVE EXISTING BALLAST
o AND ROOFING AND DISPOSE OF. REMOVE ALL EXISTING o
. � g REGLETS, CANTS AND EXPANSION JOINTS AT EXISTING �
CONCRETE AND CMU WALLS. REMOVE EXISTING ROOFING AT
7 _—.— _._ g PERIMETER OF ROOF AND WHEREVER NOT FULLY ADHERED TO
� a " 6 INSULATION AT ROOF SIDE OF EXISTING CONCRETE PARAPET
�' � `' G> 12 5 7 WALLS, REMOVE CEMENTITIOUS COATING PRIOR TO INSTALLING
� � 11 6 SHEET METAL FLASHING AND SEALANT
° 4 5
�� � ° t' 10 3 2. ROOF OVER NITRIFICATION AREA: REMOVE EXISTING TOPSOIL
G 4 LAYER AND STOCKPILE FOR LATER REPLACEMENT ON NEW ROOFING
L`
°' �' � I ( I=I I ( — _ _ _ _ _ — — 3 SYSTEM. DEMOLISH ALL EXISTING VINYL LINER AND EXISTING FIBER �
�� `� C� � ( I=I I I=I I I I I I I=I ( I=) I I=I I I=I I I=I I I=I I I=I I I=I I I= � _ _ __ _ CANT PRIOR TO INSTALLATION OF TAPERED INSULATION. CAREFULLY
G REMOVE FENCE FOR LATER REINSTALLATION. EXCAVATE ALONG
�� `� 9 I I=I I I I I I =I I I=I I I=I I I=I I I=I I I=I I I I I I=I I I=I � � I=I I I= I I I I I=I I I=I i I=I I I=I I I= SOUTH WALL TO THE EXTENT NECESSARY TO INSTALL NEW
c C� � 1� r � = -I I I=I I I I I ( I=I ( I=I ( (=I I I—I I I=I I (=I I I— �t � R O O F I N G S Y S T E M. R E P L A C E S T O C K P I L E D T O P S O I L O N N E W R O O F I N G
� �� � I=I ( ( I I ( I I ( (=I ( (=I I (=I I I=I I I=I I I=I I I� � SYSTEM TO A MAXIMUM DEPTH OF 8". REINSTALL FENCE. REGRADE
n `' � � � — — — — — — —I � I_ Z DOWN TO TRAIL TO PROVIDE 6" MINIMUM COVER FOR WALL AND
�: � �, --r � ROOF. REVEGETATE TOPSOIL.
�> � �= '~ `' u " G a �, ,� ' — � 3. THE STANDARD DETAILS SHOWN ON THIS SHEET ARE TO BE
� " a " `' 1, _� 1 3 MODIFIED A S RE Q UI R E D F O R EXISTING ROOF CONDITIONS AS �
��, G �,C� G � a � I I=�I I I—I APPROVED BY ENGINEER.
- � �� �� 2 2 G I I—I �III— o
z> ` � 4 REFER TO SECTION 02070� SELECTIVE DEMOLITION FOR
t �, � " �' C r ° � a I IT =I i I=I I I= � SELECTIVE DEMOLITION REQUIRED AT EXISTING ROOFS.
� G �� c r; � � Q =� � ��� � �_) ( (_
� �� r — — — KEY NOTES:
c
�: — — —
a ` �` 1 � r = � _� ___
� t' I I I±I I I=I�I=I I I=I ( I=I I I= 1U EXISTING CONCRETE WALL/BEAM.
' _ s, ^ �=�=I I ��I � �_) � (=I I I=I I �_
' � � �� I I I-�-I I I—I � i—I I I—I I I—I I I—I I I— Q EXISTING CONCRETE DOUBLE TEE �.
. S I N G L E P LY ROO F I N G S I N G LE P LY ROO F I N G O TAPERED INSULATION WITH 2" COVER BOARD TO PROVIDE 8" / 1'-0" SLOPE
A B O SINGL PLY EPDM ROOFING MEMBRANE
D ETAI L A� D ETAI L A1 5 PROTECTION FABRIC
O
1 1/2"=1'-0" 1 1/2"=1'-0"
6O ROOT BARRIER.
22 7O DRAINAGE BOARD
� _fL 23 8 MOISTURE RETENTION MAT �
21 19 19 12 19 Q
Z 17 18 18 18 9O 4" CANT
� - -� 20 20 20
� � 15 15 15 10 EXISTING TOPSOIL REPLACED TO MAXIMUM DEPTH OF 8"AS GROUVTH
rr
__ - � "' � r MEDIA LAYER.
_ r r r
�- .--� �-- r r .�.�
rr
- ``�- �`'- __- __`.___ �' -�_ ��, 11 TERMINATION BAR- EXTEND ALL LAYERS OF ROOFING SYSTEM TO TOP
n � _ _ _i� `"
--�_ OF GROWTH MEDIA LAYER, EXCEPT SINGLE PLY EPDM ROOFING
� � ~ r �' � �= � � �' MEMBRANE. EXTEND SINGLE PLY EPDM ROOFING MEMBRANE TO 4" �
ABOVE TOP OF GROWTH MEDIA LAYER.
14 16 2 16 2 6 2 12 PRE-FINISHED GALVANIZED SHEET METAL FLASHING WITH RECEIVER, FILL
RECEIVER WITH SEALANT. AT STEEL STAIR SUPPORT MITER FLASHING
EXPANSION JOINT EQUIPMENT CURB DUCT PENETRATION CORNERS &WELD
_ 13 STAINLESS STEEL TERMINATION BAR-EXTEND ALL LAYERS OF
D ETAI L � D ETAI L ° D ETAI L E ROOFING SYSTEM TO 1'-0" FROM TOP OF EXISTING CONCRETE WALL
. A1 A1 A1 14 EXISTING CONCRETE CRICKET
� d-
1 1/2"=1'-0" 1 1/2"=1'-0" 1 1/2"=1'-0" 15 EXISTING ROOF INSULATION.
=�1C=�C�1[!=-�--��l �--�4 �--�� I?��1�-= :�=�--=
16 EXISTING 2x WOOD NAILER
17 EXISTING ANGLE.
�2 �$ 2" COVER BOARD.
20 19 �g 19 MODIFIED BITUMEN ROOFING WITH BASE FLASHING, EXTEND FLASHING
',\
*�� UP AND OVER NAILER AND ON TO FIELD OF ROOF 4".
. � .,� �r �$ �..,,, r'"-` 25 2 18 20 4" CANT M
�,,- 4
^ 15 �,�''��-, 15 21 NEW 2x10 WOOD NAILER, RIP AS NECESSARY TO PROVIDE LEVEL SURFACE
V
., � � ��� p � � �, r r ---`"� - FOR EXPANSION JOINT & FASTEN TO EXISTING ANGLE WITH $' � LAG
� - - -- -- � � � � -_- - _ ----- - - - -- - -- - - - SCREW @ 4'-0"O.C.
3 22 EXPANSION JOINT
�
oC� � t� �> n ' �, ,a
Q D C? r `" P: n r> r L
N 23 SELF-FLASHING MECHANICAL EQUIPMENT-REMOVE AND REINSTALL
� GREENBERG + 2 STAI R SU PPORT 2 STAI R SU PPORT AFTER INSTALLATION OF NEW ROOFING SYSTEM. N
� �
� o � F G 24 ROOF WALKWAY PAD AT EXSISTING WOOD SUPPORTS
°o Y� t 700�sr tm�nut� � D E T A I L A� D E T A I L A� 25 EXISTING WOOD WALKWAY- REMOVE, SAVE FOR REUSE&REINSTALL
� cn o�'cao�oo eoZ�e � AFTER INSTALLATION OF NEW ROOFING SYSTEM. TRIM/ADJUST AS
o � � 3 2 � 2 0 4 3 �d REQUIRED TO ACCOMODATE NEW ROOF SYSTEM THICKNESS
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Y
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� � ' � � � , � AT FULL SIZE 25844TBLKdwg '�'��Q� �� VAIL WASTEWATER TREATMENT PLANT IMPROVEMENTS 25844-T200-A03 dwg
, v � (IF NOT 2"-SCALE ACCORDINGLY) �`� Fy , ZONE REV DESCRIPTION BY DATE APP BC PROJECT NUMBER
� � � G�� EAGLE RIVER ROOF REPLACEMENT 23301 `�
- N � D E NVE R, C O LO RAD O DESIGNED G-#-G � m � WATER&SANITATION DISTRICT CLIENT PROJECT NUMBER
a > � DAVin A. i�YERS �
° � DRAWN GTS
� �, '17�42 DRAWING NUMBER
� o � SUBMITfED DATE CHECKED SWG
ROOF DETAILS 2 2OO-A3
N o PROJECT MANAGER `�qr , P°° � VAIL WASTEWATER TREATMENT PLANT
CHECKED DAM T SHEETNUMBER
� Q A P P R O V E D D A T E F�fi �p L��
� v BROWN AND CALDWELL A P P R O V E D 1 ISSUED FOR CONSTRUCTION DAM 10/04 OF
a
A B C D E F G H I J K L M N O P
A B C D E F G H I J K L M N O P
� GENERAL NOTES
° A REFER TO DRAWING 300-E2 FOR GCP-1 WIRING °
' DIAGRAM.
GCP-1
KEY NOTES
OALL EXISTING DEVICES SHALL BE REMOVED FROM THE
EXISTING GRIT CONTROL PANEL, SCP-2. EXISTING
v CONTROL PANEL SHALL BE USED AS A JUNCTION BOX TO
°' � EXTEND THE CIRCUITS TO NEW CONTROL PANEL, GCP-1. �
N REUSE EXISTING 120VAC POWER SUPPLY CIRCUITS TO
� FEED GCP-1
�
� 2O CONTRACTOR TO PROVIDE AND INSTALL A NEW
�
� TERMINAL BLOCK TO RETERMINATE ALL EXISTING
EXISTING 120VAC;� N MCC-1 A CIRCUITS ALL KNOCKOUTS IN EXISTING PANEL SHALL BE
�
, N CAPPED AND SEALED.
� 3#14, 1#14G, 1"C
00 � O3 CONTRACTOR SHALL PROVIDE A NEW GRIT REMOVAL �
, SYSTEM CONTROL PANEL. PANEL SHALL BE TYPE 5,
EXISTING O � REFER TO SECTION 17110. FIELD VERIFY GCP-1 FINAL
, SCP-2 2 , °PF" LOCATION WITH OWNER BEFORE PANEL INSTALLATION
� � 3SS
� �
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' INTERNAL COMPONENTS 61LL OF MATERIALS
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O W J ITEM MANUFACTURER CAT. N0. DESCRIPTION �
J �j J > 4 HOFFMAN CSD242412 24"x24"x12'� HOFFMAN NEMA 12 WALL MOUNT ENCLOSURE TYPE CONCEPT
0 Z j � 5 ALLEN-BRADLEY AB BULLETIN SOOT AIR SCOUR - 3 POSITION OPEN CLOSE AUTO SELECTOR SWITCH
a O � O 6 ALLEN-BRADLEY AB BULLETIN 800T AIR LIFT - 3 POSITION OPEN CLOSE AUTO SELECTOR SWITCH
� �, N J � cn 4 ALLEN—BRADLEY AB BULLETIN 80QT AIT GRIT REMOVAL CYCLE — TWO POSITION OFF/ON SELECTOR SWITCH
� � � Q � Q ALLEN—BRADLEY AB BULLETIN 800T PADDLE DRIVE — TWO POSITION STOP/START SELECTOR SWITCH
ALLEN—BRADLEY AB BULLETIN 800T CONVEYOR — 3 POSITION HAND/OFF/AUTO SELECTOR SWITCH
0 0 0 0 0 •p ALLEN—BRADLEY AB700HR52TA17 (120V) AIR SCOUR TIMER
SCP_� �� ALLEN—BRADLEY AB700HR52TA17 (120V) AIR LIFT TIMER
`n - �2 TORK 8000 SERIES 24 HOUR CLOCK TIMER, 15MIN ON/OFF SETTINGS, 12aVAC �n
18 `
�3 OMRON H3CR—F TIME OFF DELAY TIMER
1 2 14 ALLEN—BRADLEY AB BULLETIN 700, TYPE H CONTROL RELAY
ACGCCP � 10 11 13 14 12 0 '5 ALLEN—BRADLEY =-- 20A CIRCUtT BREAKER
MCC-1 �g ALLEN—BRADLEY TERMINAL BLOCKS
HEADWORKS 1T 2T TD 1CR CT ALLEN—BRADLEY 1492—DR6 SYMMETRICAL, HI—RISE 35mm DIN RAIL
• ROOM ��
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d-
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15 16
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3
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M
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o ��-. 1/8"=1'-0„
3"=1'-0"
�. N
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� ; ' � . � � , AT FULL SIZE 25844TBLKdwg • ,�``�"`p"RE'G��'''',,., 2004 VAIL WASTEWATER TREATMENT PLANT IMPROVEMENTS 25844-T300-E1 dwg
� (IF NOT 2"-SCALE ACCORDINGLY) ER-FAC-A-P02 dwg �,o��`�,0,.•••..;5'f� ZONE REV DESCRIPTION BY DATE APP
� \ •� o HEADWORKS BCPR025�T4NUMBER
' � � �``:°��►•��P ° EAGLE RIVER �
� � COLORADO =m°r�e`' � � �
. N �, DENVER, DESIGNED RPT ��:.� , = � WATER& SANITATION DISTRICT GRIT REMOVAL SYSTEM CONTROL PANEL CLIENTPROJECTNUMBER
� o > _ �
r- � DRAWN RPT � °° °`�-
° ��,�� ��►=
DRAWING NUMBER
` o � SUBMITfED DATE CHECKED -- %, e,., \U �.����,�
� / � �•+s��ee � ��\
N o PROJECT MANAGER C TR I C A L P LA N &
��'''�`��°���'�``°�, V A I L W A S T E W A T E R T R E A T M E N T P L A N T 3OC�-E1
� CHECKED OWM
�����>l l tt�►��Itt►t:������` 1 ISSUED FOR CONSTRUCTION DAM 10/04
�° APPROVED gROWN AND CALDWELL DATE G R I T C O N TR O L P A N E L E LE VA TI O N
SHEET NUMBER
OU APPROVED DWM
� OF
A B C D E F G H I J K L M N O P
;
A B C D E F G H I J K L M N O P
MCC-EM UNIT 1CD � GENERAL NOTES:
° ICB 1M EXISTING 120 VAC/60HZ/1PH A. REFER TO DRAWING 300-E1 FOR CABINET ELEVATION AND o
- L1 � BACKPANELGENERALARRANGEMENT. �
� � X� N
� 480VAC � �
30 L2 MTR PADDLE DRIVE b
60Hz MOTOR ) 3CB
L3 � � � . CT
M 24hr CLOCK
� � � TIMER
� � �
� CONT. AT � 2SS
RIGHT OFF ON 1CR
2M � CT 2T SCOUR TIMER
-- -- -- ox �T 1-12min
1 CR 3SS
0o MCC-1 UNIT 11J ♦ '
-- -- -- � C A o0
ICB 2M 1T ��
L1 oox 1SV. AIR SCOUR
� � ,
� � . I
480 3A�C L2 MTR CONVEYOR I �
60Hz DRIVE MOTOR � xoo
L3 � � �
I LIFT TIMER
• � 2T 2-30min �
� � 1T
• ' ' 4SS
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� CONT. AT � 2T �
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2M . I
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-- -- -- �
� _�
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H � q CONVEYOR STOP SSTART PADDLE DRIVE T� RANGE. 0-12hr OFFTIME
�� (WASHER) � (SEPARATOR) ON TIME• 0-12sec
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� i � � • � � 1 � AT FULL SIZE 25844TBLKdwg 2004 VAIL WASTEWATER TREATMENT PLANT IMPROVEMENTS 25844-T300-E2dwg
\``e������ttum�rarty�,����f ZONE REV DESCRIPTION BY DATE APP
: � (IF NOT 2"-SCALE ACCORDINGLY) \��� 0�EG��
� �� ��o����ao �' BC PROJECT NUMBER
ti � DENVER, COLORADO ��,'�Q;�S�.�•h��Q ' "� EAGLERIVER HEADWORKS 2�� �
N � DESIGNED RPT �Q o�. � � � WATEI�&SANITATION DISTRICT G R I T R E M O V A L S Y S T E M C O N T R O L P A N E L C L I E N T P R O J E C T N U M B E R
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� W PROJECT MANAGER � + e ` �OO E�
� N � CHECKED DWM '��c�� •••••• �,,���1
Y �� %,, �������. .`���` VAILWASTEWATERTREATMENTPLANT POWER DISTRIBUTION WIRING DIAGRAM
-� r' Q APPROVED DATE ��'4trp191;����;�1ti����
� o a APPROVED DWM 1 ISSUED FOR CONSTRUCTION DAM 10/04 SHEETONF MBER
� BROWN AND CALDWELL
� A B C D E F G H I J K L M N O P
A B C D E F G H I J K L M N O P
- , �'�1 s�,, '�, � KEY NOTES
O y��' ' I ———i�__��_�_ � � O
s � i
�'� `Y — � O EXISTING DRUM SCREEN TO BE REMOVED , SEE
��,.�_ _ _ � `� -�� a � / ; _ _ __- --- �� � ?_�X���_�� � !\ �� �_', �-' �. , a �- � �'/\"" , TASK 500.
�' "< ,,f�� i `7 �\ i J/ d _ A _— —/��. �\_��F�_/_\��_ — � �— ——— —_�.� _\���,��.`�,�� _..i- �f' ���— 1
� _ � � � � t�..
,% � � NOTCH GRATING FOR r �„ O REINSTALL EQ BASIN FLUSH WATER SYSTEM, SEE
�—.�--.�� r,�� �-------- --------------- -, � -- . , -------------------! � EQ PIPESAS REQ'D, � � '' TASK900.
� �\ � �) � � . � � � FIELD LOCATE I ' I � ����
( �,� I � � ° ry . d '�• � � , � SEE TASK 900 6'-0" O.C. MAX ' ' I 6 ���' �
� � r. . � a � � � O3 NEW GRATING SUPPORTS AND GRATING, SEE
t • � _ ___ ___ -__--_-- - --_ ___ —�-__ - _ DETAILS C AND D/S-3.
� � i i --- -__ ___ __
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� I i i -- _______ __ __________� �v � � � m � � � �,,,,,�� , �� 4O FILL EXISTING BASINS WITH PEAGRAVEL
� _____________ _____________ � � o = az ��.�������,����,��, � �,.
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, � ' ' � I � � i i i t,p' i " � � � ; ' O INFILL EXISTING OPENING WITH CONCRETE, SEE
� � � � � � � � ��,��i w � ' I DETAI L E/S-2.
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, ( � � ► � � � f � � ' O 3O O ° co n- SO ' � � � CONSTRUCTED OF 2' WIDE REMOVABLE
� � � , I 1 � i i i � I � � � , � SECTIONS.
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v (IF NOT 2"-SCALE ACCORDINGLY) ER-FAC-S-p02 dwg �C, E` BC PROJECT NUMBER
00 ER-FAC-KEY dwq �,� �„ EAGLE RIVER 25844 �
� � DENVER , COLORADO � z REROUTING OF PLANT EFFLUENT PIPING
' N �, DESIGNED JAH � R+ � WATER& SANITATION DISTRICT CLIENT PROJECT NUMBER
° � DRAWN KRK/JRH � DAV1D A. MYERS ;
� a� '�'j4t�Q DRAWING NUMBER
� No SUBMITTED pROJECTMANAGER DATE CHECKED RAP STRUCTURAL PLAN 4oO�S�
�:o CHECKED DAM .��,� oo VAIL WASTEWATER TREATMENT PLANT
`- Q APPROVED DATE APPROVED Tt^ 1?fi �pl.��P SHEETNUMBER
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a
A B C D E F G H I J K L M N O P
A B C D E F G H I J K L M N O P
a o_
� � KEY NOTES
X co I I I � �
� � � ' EXTEND 24" � , � ; ,T EXISTING 6" NPW SUPPLY TO
� � PUMPS 1O ALL PIPES AND EQUIPMENT IN EXISTING OZONE BASIN TO BE REMOVED, FILL WALL
� �� ' OVERFLOW LINE � � �
o � ' EQ FLUSHWATER PUMPING PENETRATIONS PER DETAIL B/S-2 0
--- --- --t � �
. ___ ___ ___ ___ ___ ___ __ _ ___ ___ ___ ___ _ _ SYSTEM. SEETASK900 �------ - O
--- ---
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-�- -�- - -- --- 2 EXI STI NG GATES TO BE REMOVED.
--- --- --- --- --- -- --- --- - --� --- --
--- ---------
--- --- --- �
-- - --- --- ---
----
___ 3 __ _ _ ___ �, O3 EXIST 4" NPW TO REMAIN, SEE 2/400-M1.
_ __ _ _ _ _
� - - - --- � �
___ _-- -__ __ _ --- _- _ _-- --_ __ 400-M2 _ "�- _- - -__ - - __ -- _ - - -� - - - � —_ ���- - -!„ --- ; --_ - ' ' � 4 SEAL EXISTING OPENINGS SEE DETAIL B/S-2.
�-- O '
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� � � ` � 5 EXISTING HEADWALL & CONCRETE STAIR TO REMAIN, MAINTAIN FLOW IN EXISTING
EXIST 24" WASHWATER ' ' %. - - - ' ; � ; O
� -- - - � 11 , � � � OUTFALL PIPE UNTIL NEW OUTFALL PIPE IS COMPLETE.
STORAGE WELL � � - -
°' OVERFLOW ' ' , ' � ; ; ' , '
� , , , , , , � 4 � � � � � � EXISTING DRUM SCREEN & � 13 �
16 ' � 2 � � � � 6 BIKEPATH SECTION & RIP RAP REMOVED DURING CONSTRUCTION TO BE RESTORED
' � 1 -,- � APPURTENANCES TO BE � � � ; � O
_ _ __ � _ _ � _ � � , � TO MATCH EXISTING.
REMOVED TASK 500 � ' ' '
- - -- � ° i i i -
I - -- - - � - n
,
� ' �� ° � 7O 2 PVC AIR VENT LINE, TYPICAL EACH SIDE OF WEIR PLATE.
� � � � � _ � � , ; 24 OF , , M , ,
, � , , � , ; � , � � 10 � � ' � � O8 PROVIDE STAFF GUAGE AND LEVEL MONITORING BRACKETS, SEE DETAIL A/400-M2.
� � � � , , � � � � �
i ' � � I � � � NEW CONCRETE
� � � � � � � � � BAFFLE WALL � W O9 WEIR AND WIER WALL BELOW, SEE DETAIL B/400-M2.
� �,-_ � � i � 14 � Z � �
� — - "� - � � � - ' ' _ � ' 10 8"fd ROTATING SCUM SKIMMER, PLASTI-FAB OR EQUAL INSTALL PER �
I � T
, _ - , � _ __ ° aa _ v MANUFACTURERS RECOMMENDATIONS.
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� , , I � 3 , � � � 1 � --- -—_Z-- --- ---�--- I W � 12 INSTALL FLOW ELEMENT AND TRANSMITTER ABOVE NEW EFFLUENT WEIR CHANNEL
� { , � � , , _ _�___ _ _ _ __ ___�___ , � , o
� �� ACGCCP � _ _ �-_ - _ , , FINAL MOUNTING LOCATION SHALL BE ACCORDING TO MANUFACTURERS
' I W � � W � � _ _, o_ _ � ' � ' � RECOMENDATIONS. SEE DETAIL D, SHEET E-3 FOR MOUNTING STAND DETAILS.
Z Z , a ; u
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� ___�Z __� �___��___ _ _ � 13 REMOVE CONCRETE WALL TO PROVIDE OPENING AT IE. 8982 33
. m m � � m m ' FIT-LM4 12 -- --- --- --- ---�______ --- � �
I _ � 14 EXISTING OPENING TO BE FILLED PER DETAIL B/S-2.
� w Q w Q � � � EXISTING UV CHANNEL
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- ' � ' � � EBE t� P�E/SCE ¢ �� � 16 CONNECT TO EXISTING PIPE USING FLANGED ADAPTOR OR APPROVED EQUAL.
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-
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__ ___ ___ ` � , � __ � 2" QUICK CONNECT � HOSE BIB
EXIST 18" PLANT EFFLUENT
-- --- --- --- -
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15
TO BE REMOVED _ 7 � ,_ �� � � HOSE RACK FOR
� � HOSE RACK FOR 1/2" HOSE. 75' OF
� REMOVE PIPE, SEAL EXIST 1/2 HOSE
�n , � f ---� � HOLES 2" HOSE 50' OF " �
�. ___--� ---- ----�--___
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,
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1 '
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5 � �_� � � EXIST SLIDE � ,
, �i'\� ��� ''��__ ; � GATE (TYP.) � ;
,� �, -�� � � � , , 1/4" STEEL ;
,� , ��• �� i ----____----- -------- --- ' --- ' PLATE '
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� �� � i WALL ; � i ,�----------I
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� LINE IS 2 INCHES EXTERNAL REFERENCES REVISIONS FILENAME
� � , , � � / , (IF NOT 2'ASCALEACICORDINGLY) ER-FAC-S P01 dwg �OQ�OFESSlpNq�� ZONE REV DESCRIPTION BY DATE APP 2004 VAIL WASTEWATER TREATMENT PLANT IMPROVEMENTS 25844-T400-M01 dwg
- � ER-FAC-KEY dwq Q '� EAGLE RIVER BC PRO 25C�T�UMBER
� � �. � REROUTING OF PLANT EFFLUENT PIPING �
D E N V E R , ER-FAC-M-P01 dwg � �
, � � C O L O RAD O DESIGNED JAH ER-FAC-S-S02 dwg � �, � WATER& SANITATION DISTRICT CLIENT PROJECT NUMBER
. o � ER-FAC-M-S02 dwq w OAVIU A. MYERS � .
r � DRAWN KRK/JRH �
' o � SUBMITTED DATE CHECKED RAP '17442 DRAWING NUMBER
N Wo PROJECTMANAGER M ECH AN I CAL PLAN 4"OO-M1
�o CHECKED DAM ��. oo VAIL WASTEWATER TREATMENT PLANT
o v APPROVED g R O W N A N D C A L D W E L L DATE APPROVED �r�OF �pl��� SHEET NUMBER
1 I S S U E D F O R C O N S T R U C T I O N D A M 1 0/0 4 O F
a A B C D E F G H I J K L M �! O P
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A B C D E F G H I J K L M N O P
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' �' � � KEYNOTES
� , �
� ��
z �, � � CONNECT TO EXIST
� o -- � �� _ PIPE LEVEL MONITORING
� I � � BRACKET. SEE �' � 1 SEAL EXISTING OPENINGS, SEE DETAIL o
�� �� � � D/S-3.
�
o � � 24 WASHWATER REMOVE MH � 24 WASHWATER DET. A/400-M2 '
STORAGE WELL COVER, GROUT 4 �� STORAGE WELL
� � OVERF �OW I� � � , OVERFLOW 4 2 2" PVC AIR VENT, 3" BELOW WEIR
, , � OPENI G, SEE , , O
� � �� �
ELEVATION, TYPICAL EACH SIDE OF WEIR
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O EXISTING MICROSTRAINER AND APPURTENANCES
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� �Y `� h��� ; � � _ THE MICROSTRAINER SHALL BE CUT OFF FLUSH �
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��f� m,, „ x f,-, ; iq _LL=__��,�,����x�z-' .,. ; , . , <- a- .s -- ___ � ��, , �- � ' - PENETRATIONS SHALL BE PLUGGED WITH
� �� T -� -�. � ; � �� � ���������'___" '_, ����r.� � r-- '_ ___ ~T� NON-SHRINK GROUT WATERTIGHT AND BALANCE
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'ti , I I � '� O 'J-
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' ' gC_� � INSTALLATION OF NEW MCC. CONTRACTOR SHALL
I � ' ' � ---�
� � � I � � � � SCHEDULE THE POWER SOURCE TRANSFERS SO
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�' ' ` UPPER LEVEL � �
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� � � , F 1 I�JAL r � + � ' , ' O _
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� � , , , � � { II
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LOCATION: MAINTENANCE AREA VOLTAGE: 208/120 VAC, 3P,3W �----------------------------------------------------------------------------------._.._..-----------------------------.
MOUNTING: SURFACE � I
NOTES: BUS: ENCLOSURE: NEMA 12 � �
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� MAIN: 150A RATING: 22 5 KAIC � �
DATE: 10/14/2004 LOAD: 29 9 kVA I I
LOAD IN KVA WIRE BKR CKT BKR WIRE LOAD IN KVA ' '
5.03 4.8 6.2 SIZE A/P NO. A/P SIZE CIRCUIT DESCRIPTION 4.96 4.36 3.98 � �
1 LIGHTS SO CATWALK 12 20/1 1 2 20/1 12 LIGHTS EAST 1 � �
1 LIGHTS NO CATWALK 12 20/1 3 4 20/1 12 LIGHTS NORTH 1 I �
1 LIGHTS CENTER 12 20/1 5 6 20/1 12 COMPOSITE SAMPLER 1 ' '
1� 1 RECEPTACLES 12 20/1 7 8 20/1 12 RECEPTACLE - WORK COUNTER 1 — 1� �—�—; 0 5 AIR COMPRESSOR/VACUUM PUMP 12 ;
1 LIGHTS DOWNSTAIRS 12 20/1 9 10 20/1 12 OFFICE RM 110 LIGHTING 0 72 �� �—, 0 5 AIR COMPRESSOR/VACUUM PUMP 12 ,
ao 1 AERATION ROOM LIGHTS 12 20/1 11 12 20/1 12 LAB RM 111 RM 110 LIGHTING 1 1 ' � �
1 13 OFFICE RM 110 RECEPTACLES 12 20/1 13 14 20/1 12 LAB RM 111 W WIREMOLD RECPT 1 08 —O � �
0 9 LAB RM 111 N WIREMOLD RECPT 12 20/1 15 16 20/1 12 LAB RM 111 W WIREMOLD RECPT 1 08 �1 � �
O 0 9 LAB RM 111 N WIREMOLD RECPT 12 20/1 17 18 20/1 12 ACC-CCP 1 88 I �
1 4 LAB RM 111 S&E WIREMOLD RECPT 12 20/1 19 20 20/1 12 FINAL EFFLUENT SAMPLER 1 88 � '
�------ ----- -------------._.._..----------- ----- --- ---- --- --------- -------------------------------------- -----�
1 4 LAB RM 111 S&E WIREMOLD RECPT 12 20/1 21 22 20/1 12 EQ FLUSH PUMP CONTROL PANEL 1 56
18 DISHWASHER/REFRIGERATOR 12 20/1 23 24 20/1 SPARE 0
0 5 VENT HOOD FAN / CABINET FAN 12 20/1 25 26 20/1 SPARE 0
0 5 VACUUM PUMP 12 20�2 27 28 20/1 SPARE o KEY NOTES.
, � 0 5 VACUUM PUMP 12 29 30 20/1 SPARE 0 �
1O PROVIDE GROUND FAULT CIRCUIT INTERRUPTER
• CIRCUIT BREAKER.
� O CONTRACTOR TO IDENTIFY AND REMOVE
CIRCUITS FROM EXISTING LABORATORY/OFFICE
AREA FROM MAINTENANCE ROOM LIGHTING
PANEL THAT ARE BEING REPLACED WITH NEW
CIRCUITS FROM LIGHTING PANEL LP-A. LOADS
� OF EXISTING CIRCUITS ARE UNKNOWN UPDATE �
LIGHTING PANEL SCHEDULE TO REFLECT
CHANGES MADE
O3 NEW CIRCUITS FOR LABORATORY VACUUM PUMP
EQUIPMENT.
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rn � ITEM MANUFACTURER CAT. N0. DESCRIPTON �
� ALLEN—BRADLEY 1492—IFMXXX FACTORY TERMINAL BLOCK FOR DIGITAL I/0 SEE NOTE 1
� p 2 ALLEN—BRADLEY 1492—IFMXXX FACTORY TERMINAL BLOCK FOR ANALOG I/0 SEE NOTE 1
� 7 3 ALLEN—BRADLEY 1746—P4 POWER SUPPLY 120VAC
O 4 ALLEN—BRADLEY 1747—L552 SLC-5 05 ETHERNET, 32K MEMORY
5 ALLEN—BRADLEY 1746 7 SLOT CHASSIS (FUTURE)
g ALLEN—BRADLEY 1746 10 SLOT CHASSIS
0 7 ALLEN—BRADLEY 1746—IA16 120V, 16 POINT DIGITAL INPUT MODULE SEE NOTE 1
� 5 � 8 ALLEN—BRADLEY 1746—OW8 8 POINT DIGITAL OUTPUT MODULE (ISOLATED CONTACT) SEE NOTE 1 �
� _ 9 ALLEN—BRADLEY 1746—N18 8 CHANNEL ANALOG INPUT MODULE SEE NOTE 1
� — I��I� � 10 ALLEN—BRADLEY 1746—N041 4 CHANNEL ANALOG OUTPUT MODULE SEE NOTE 1
I � 11 INVENSYS 9120 FREE STANDING UPS SYSTEM
0 I I I I I I I I 12 SPEC. SECTION 17130 DC POWER SUPPLY
I 13
� _I��I � � HOFFMAN A—TEMNO TEMPERATURE CONTROL SWITCH
� � 14 PHOENIX CONTACT EM—DUO-120 15 IG UTILITY GUTLET, ISOLATED GROUND, 120VAC, 15AMP
15 PANDUIT G2X4LG6 2—INCH x 4—INCH WIRE DUCT, SLOTTED WALL
, 1 20 2 19 16 PANOUIT C2XLG6 2—INCH WIRE DUCT COVER �
~ � (TYP ) �� BLACK BOX 37807 D RING CABLE MANAGEMENT BRACKET
(TYP.) �
_ 18 ALLEN—BRADLEY 1746—N2 SPARE SLOT BLANKING PLATE
� � � p . 19 ALLEN—BRADLEY 1492—ACABLEXXXX FACTORY I/0 CABLE FOR ANALOG TERMINAL BLOCK, ITEM 2 SEE NOTE 1
20 ALLEN—BRADLEY 1492—CABLEXXXX FACTORY I/0 CABLE FOR DISCRETE I/0 TERMINAL BLOCKS, ITEM 3 SEE NOTE 1
� 21 HOFFMAN TYPE PROLINE, FULL HEIGHT, 24" W x 24"D, LOCKABLE SINGLE BAY, SOLID PANEL ENCLOSURE WITH
� � FULL HEIGHT BACK PANEL. PANEL SHALL INCLUDE VENTED TOP WITH INTEGRAL FAN TRAY, FLUORESCENT
� � LIGHTING, VENT KIT, PLINTH BASE AND DATA POCKETS.
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, ,_ ,, EXTERNAL REFERENCES
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LIGHTING GENERAL NOTES:
. � �
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- GENERALARRANGEMENT.
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� ' ' � , � � 1 AT FULL SIZE 25844TBLKdwg 2004 VAIL WASTEWATER TREATMENT PLANT IMPROVEMENTS 25844-T600-102 dwg
v � (IF NOT 2"-SCALE ACCORDINGLY) `` ����11111t11111►tl�j�� !,
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SHEET NUMBER
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� � ---
� E ' 2�� NG� 1� FIELD ROUTE GAS LINE AROUND EXISTING PIPES,
� --- - -- --- -- CONNECT TO EXISTING 2" GAS LINE.
� � � GALV DRIP PAN, --- --- -�-
� ` SEE DETAIL, 2O EXISTING PIPES AND PIPE HANGERS TO BE
' � THIS SHEET � REPAIRED, PRIMED AND REPAINTED
� , �
, � � � � �
� ' � � �
' � ' ' O3 PAN TO BE SEALED TO TO TOP OF CORBEL WITH
a, � � SIKA FLEX 2c-NS SEALANT OR APPROVED EQUAL �
� , EXIST. PIPE --- --- ----
� � , �
� � HANGER � 2
� � �
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� `
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� � � , � � AT FULL SIZE 25844TBLKdwg o4 91 2004 VAIL WASTEWATER TREATMENT PLANT IMPROVEMENTS 25844-700-M01 dwg
v , � ' (IF NOT 2"-SCALE ACCORDINGLY) ER-FAC-KEY dwg �Q� F,� ZONE REV DESCRIPTION BY DATE APP BC PROJECT NUMBER
• � ER-FAC-S-P02 dwq �. �,� EAGLE RIVER 25844 �
� � ER-FAC-M-P02dwq � WATER&SANITATION DISTRICT REPLACE GAS LINE IN AERATION ROOM CLIENTPROJECTNUMBER
COLORADO � 2
. o � D E NVE R, DESIGNED JAH i � DAViD A. MYERS �
� � DRAWN TBL
� � "f7442 DRAWING NUMBER
fl oW SUBMITTED pROJECT MANAGER DATE CHECKED RAP �� 4
N� CHECKED DAM T Q ECH AN I CAL PLAN 7OO-M1
� V APPROVED DATE APPROVED TF�F �pl.dRA VAIL WASTEWATER TREATMENT PLANT SHEETNUMBER
AND DETAILS
� � B R O W N A N D C A L D W E L L 1 I S S U E D F O R C O N S T R U C T I O N D A M 1 0/0 4 O F
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A B C D E F G H I J K L M N O P
A B C D E r'� F G H I J K L M N O P
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0 0
_ O EXISTING AERATION CHANNEL IS 5'-1" DEEP �
OHAND PULL STOP GATE, HYDRO GATE STAINLESS
STEEL FABRICATED GATE & FRAME APPROX
--- -- --- --- --- --- --- --- ___ _ CHANNEL SIZE 5'-1" DEEP x 2'-8" WIDE,
APPROXIMATE LIQUID DEPTH 2'-6" PROVIDE SHOP
__ ___ ___ ___ ___ ___ ___ ___ - DRAWINGS FOR REPLACEMENT. INSTALL PER
�� � i ° __ffi�; ¢a�, ___ ___ _' _ _ � 3 d yt__3 3 MANUFACTURERS RECOMMENDATIONS
I 1 ^ v • W�XG�t o•
--- ---' --- --- --- --- --- --- --- --- --- ---
°' � � �� a � � 3 LOCATE DOUBLE TEE PRESTRESSING STRANDS 6'
� BEFORE DRILLING HOLES. DO NOT DAMAGE
-- - ---- --- --- --- --- --- ---- --- ---
--- --- --- - EXISTING STRAND .
- - ,
i� � °
. .-
� �n �
4O GRADE 80 GALVANIZED STEEL CHAIN WITH
`°��� ; x g � 'i � �-- (2)1"fdA325 MINIMUM 500 LB LIFTING CAPACITYWITH HOOK
BOLTS (TYP) TO ACCOMMODATE CHAIN HOIST.
___ __ --- - - - --- --- --- -- --- - - -— �
� 1 � � r� �
._J .__
� i � i i � 4
I I I I I � 2 R3�s"x4"x4�� O5 CHAIN HOIST, PROVIDED BY AND ATTACHED BY
' OWNER AS NEEDED MINIMUM 500 LB CAPACITY.
� ( I � ( ( ( WALKWAY a�—M (�'P� �
I ( ( I ( I O GRATING TO BE REPAIRED OR REPLACED AS
I I ( I ( I REQUIRED AROUND NEW GATE OPENING
_____—, _ _ _ __�� ` I � � �_.._�__m _-- _- —
_ __—..� _ __ ___ ___ 5 7OREROUTE EXISTING CONDUIT AS REQUIRED
� _ � -- - --- ---
� - _- - ,
� � - - -
' ' ` - - �^ � O8 PAINT W8x24 TO MATCH EXISTING BUILDING
, , t , � � , �
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7 ' _-- ' FRAME TO BE REMOVED
� ' �=== ( �
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_,__� � � NEW GATE TO BE INSTALLED
� ='=_� BEFORE REMOVING
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CURRENTLY STORED IN DRUM SCREEN AREA
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__ � � 900-M1 � a �' � , - -- --- ' FLUSH WATER � THROUGH NORTH WALL TO ATTACH 45°
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NOTES AND STANDARD DETAILS. TO BE REMOVED AS WELL AS ALL CONTROL
I \ ` , ` F�EE E S AN MOT�OR CONTROL�CIRCUITS ALL
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v (IF NOT 2"-SCALE ACCORDINGLY) ER-FAC-S-P02 dwg �Q q� ZONE REV DESCRIPTION BY DATE APP BC PROJECT NUMBER
' � � �,�`� F� EAGLE RIVER MODIFY INFLUENT SAMPLING STATION 25844 �
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� � DRAWN TBL � DAViD A. MYERS �
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� V B R O W N A N D C A L D W E L L A P P R O V E D F p F ���p R P 1 I S S U E D F O R C O N S T R U C T I O N D A M 1 0/0 4 O F
a -_
A B C D E F G H I J K L M N O P
IP
A g C p E F G H I J K L M N O
� KEY NOTES: �
�
` � 1O CONTRACTOR SHALL REMOVE THE EXISTING PRESSURE
SWITCHES, EXISTING LEVEL INDICATING DEVICE,
ASSOCIATED CONDUITS AND CIRCUITRY FROM SCP-13
2O CONTRACTOR SHALL REMOVE EXISTING B/W SETPOINT
RELAYS ER-1, ER-2 AND ER-3 AND ASSOCIATED
CONTROL WIRING FROM INSIDE EXISTING CONTROL
- - �LL�_--L,;--- -___�� C - - 1LL1_—__L;--- � C PANEL SCP-13 �
--- --- � �—____ ------ -- - � � --_ ___
- � � ' � � 3O CONTRACTOR SHALL INSTALL NEW PRESSURE
SWITCHES IN EXISTING LOCATION DUPLICATING THE
EXISTING FUNCTIONALITY. COMBINE NEW CIRCUITS IN
A COMMON COMMON 3/4" CONDUIT BACK TO SCP-13
MAINTENANCE AREA MAINTENANCE AREA AND ACC-CCP. PRESSURE SWITCHES SHALL BE AS
SPECIFIED IN SECTION 17216
4O CONTRACTOR SHALL MODIFY TANK TO INSTALL NEW
�-__ �A_ -�! �-___ --� ��- LEVEL TRANSMITTER IN EXISTING LOCATION. INSTALL
� , LEVEL TRANSMITTER ADJACENT TO EXISTING SCP-13. 00
; � ; �� � PROVIDE NEW CIRCUITS AND CONDUITS BACK TO
I , ,--v-� f , , � � , � � � ACGCCP. SEE DRAWING 600-E3 FOR RACEWAY AND
, , � , , � � � �
� � � � CONDUCTOR SIZING. LEVEL TRANSMITTER SHALL BE AS
� � I ; � SPECIFIED IN INSTRUSPEC 17212-LRT. CONNECT PLC
� I ,
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� �— , �-----t � OUTPUTS INTO EXISTING SCP-13 CIRCUIT AS FOLLOWS:
� � � , � , , � ; � , �
, � , � �- --, � PLC OUTPUT-
� � � � �
, YC11001 IN PLACE OF ER-1 WIRES #3 AfVD #49
� ' �
� � YC11002 IN PLACE OF ER-2 WIRES #3 AND #40
' � �—___� � , � � � , �
� , , � , , , , , � , � YC11003 IN PLACE OF ER-3 WIRES #42 AND #45 i...
� �—� , � � � � —' � �
I , , � � REFER TO EXISTING HYDROLOGICS DRAWING NO.
- � � � � D-2992-1590 FOR CONTROL SCHEMATIC
; � �
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� � , � I � � � �
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CONTROL CIRCUITS FROM ACC-CCP TO SCP-13. INPUT
� I � FROM ACC-CCP ARE TO BE INCORPORATED INTO THE
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. � � D E NVE R, C O LO RAD O DESIGNED RPT/DWM � �' �n � � WATER& SANITATION DISTRICT SYSTEM CONTROLS CLIENT PROJECT NUMBER
�� ° � DRAWING NUMBER
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L � � DATE CHECKED RPT - �,,, ��.�� , �``= H YD R OP N EU M ATI C TAN K -
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� � � � � � , , � �
� � � � � � ' ' ' ' 1O REMOVE EACH 'PANALARM' EQUIPMENT PANELS FROM
THE MAIN CONTROL INSTRUMENT PANEL (MCIP)
a� ; ; � __ ___ _� � ; ; ; � � ; 2O ALL OTHER GRAPHICS, SIGNALING DEVICES AND �
� _ INSTRUMENTS LOCATED ON THE FRONT OF THE MCIP
� - - -- -- -- -- - --
SHALL REMAIN IN PLACE.
1 I I ! � I I 1 I �
' ' ' 2 ' ' ' � � � ' 3� REMOVE THE HORIZONTAL WORKING AREA AND ALL
ASSOCIATED BRACKETS.
-T -� --� —- - -- -- -� -- -- 4O I NSTALL MATCHI NG STEEL COVER PLATE OVER CUTOUT
FLUSH WITH FRONT FACE OF THE MCIP
00 O5 INSTALL NEW TERMINAL BLOCKS IN THE BACK OF MCIP, °°
M C I P M C I P ALONG THE NORTH WALL, FOR EXTENDING AND
ATI N REROUTING OF ALL PANALARM INPUT CIRCUITS VIA
D E M O E L EV � N EW WO R K E L EVAT I O N CONDUIT RACEWAY TO PLC CABINET, ACC-MCIP TRACE
AND IDENTIFY THE 36 ALARM INPUTS CONTRACTOR
3/8"=1'-0" SHALL REFER TO OWNERS EXISTING HYDROLOGICS
3/8"=1'-0" DRAWING D-2872-1463, SHEET 7 FOR FURTHER
CIRCUITING INFORMATION.
• r� O6 CONTRACTOR TO FURNISH A 24"wx24d"x FULL HEIGHT, �
� 5 FREE STANDING PLC CABINET, ACC-MCIP REFER TO
� SHEET 1600-11 FOR CABINET ELEVATION DETAILS.
� ; � � , ,
! ' --- ( ' --- � �
MCIP ' 3 MCIP I
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v � (IF NOT 2"-SCALE ACCORDINGLY) 25844TBLKdwg ��������������������������i�� ZONE REV DESCRIPTION BY DATE APP
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N ° - 6� °,�'�°,,�.'��'�; VAIL WASTEWATER TREATMENT PLANT 1C7OO-E1
� CHECKED OWM �,�'�►
Q APPROVED DATE ����������y������,\` SHEET NUMBER
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� � ITEM MANUFACTURER CAT. N0. DESCRIPT�ON �
1 ALLEN-BRADLEY 1492-IFMXXX FACTORY TERMINAL BLOCK FOR DIGITAL I/0 SEE NOTE 1
0 2 ALLEN-BRADLEY 1492-IFMXXX FACTORY TERMINAL BLOCK FOR ANALOG I/0 SEE NOTE 1
� 7 3 ALLEN-BRADLEY 1746-P4 POWER SUPPLY 120VAC
� 4 ALLEN-BRADLEY 1747-L552 SLC-5 05 ETHERNET, 32K MEMORY
5 ALLEN-BRADLEY 1746 7 SLOT CHASSIS (FUTURE)
6 ALLEN-BRADLEY 1746 10 SLOT CHASSIS
0 7 ALLEN-BRADLEY 1746-IA16 120V, 16 POINT DIGITAL INPUT MODULE SEE NOTE 1
� 5 � 8 ALLEN-BRADLEY 1746-OWS 8 POINT DIGITAL OUTPUT MODULE (ISOLATED CONTACT) SEE NOTE 1 �
- � _ � 9 ALLEN-BRADLEY 1746-N18 8 CHANNEL ANALOG INPUT MODULE SEE NOTE 1
� I��I-t 10 ALLEN-BRADLEY 1746-N041 4 CHANNEL ANALOG OUTPUT MODULE SEE NOTE 1
I � 11 INVENSYS 9120 FREE ST�SNDING UPS SYSTEM
0 I I I I I I I I 12 SPEC. SECTION 17130 DC POWER SUPPLY
I 13
� _I ��I � �II J HOFFMAN A-TEMNO TEMPERATURE CONTROL SWITCH
p � 14 PHOENIX CONTACT EM-DUO-120 15 IG UTILITY CUTLET, ISOLATED GROUND, 120VAC, 15AMP
15 PANDUIT G2X4LG6 2-INCH x 4-INCH WIRE DUCT, SLOTTED WALL
1 2O 2 19 16 PANDUIT C2XLG6 2-INCH WIRE DUCT COVER
" r� 0 r�.
v (TYP.) (TYP ) » BLACK BOX 37807 D RING CABLE MANAGEMENT BRACKET
�
� 18 ALLEN-BRADLEY 1746-N2 SPARE SLOT BLANKING PLATE
0 � � 0 . 19 ALLEN-BRADLEY 1492-ACABLEXXXX FACTORY I/0 CABLE FOR ANALOG TERMINAL BLOCK, ITEM 2 SEE NOTE 1
20 ALLEN-BRAOLEY 1492-CABLEXXXX FACTORY I/0 CABLE FOR DISCRETE I/0 TERMINAL BLOCKS, ITEM 3 SEE NOTE 1
�
0 0 21 HOFFMAN TYPE PROLINE, FULL HEIGHT, 24" W x 24"D� LOCKABLE SINGLE BAY, SOLID PANEL ENCLOSURE WITH
FULL HEIGHT BACK PANEL. PANEL SHALL INCLUDE VEIJTED TOP WITH INTEGRAL FAN TRAY, FLUORESCENT
� � LIGHTING, VENT KIT, PLINTH BASE AND DATA POCKETS.
0 � 0
� NOTES: �
0 �I � � 0 1. QUANTITIES AND SPECIFICATION CONFIGURA,TIONS TO BE DETERMINED BASED ON I/O
LIST SPEC 17310 AND ATT A.
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� v, `\��� ���,,.�,� �� � EAGLE RIVER BC PROJECT NUMBER
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J �� CHECKED o W M -.,,��s�,�������,�`,,�� PAN EL LAYOU TS & 61 LL OF M ATERI ALS
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� LIGHTING �
� � PANEL � A. REFER TO DRAWING I-2 FOR CABINET ELEVATION AND BACKPANEL o
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GENERAL ARRANGEMENT.
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6 INTERNAL COMPONENTS BILL OF MATERIALS
rn � ITEM MANUFACTURER CAT. N0. DESCRIPTON �
, � ALLEN-BRADLEY 1492-IFMXXX FACTORY TERMINAL BLOCK FOR DIGITAL I/0 SEE NOTE 1
0 2 ALLEN-BRADLEY 1492-IFMXXX FACTORY TERMINAL BLOCK FOR ANALOG I/0 SEE NOTE 1
� 7 3 ALLEN-BRADLEY 1746-P4 POWER SJPPLY 120VAC
O 4 ALLEN-BRADLEY 1747-L552 SLC-5 05 ETHERNET, 32K MEMORY
5 ALLEN-BRADLEY 1746 7 SLOT CHASSIS (FUTURE)
6 ALLEN-BRADLEY 1746 10 SLOT CHASSIS
0 7 ALLEN-BRADLEY 1746-IA16 120V, 16 POINT DIGITAL INPUT MODULE SEE NOTE 1
� 5 � 8 ALLEN-BRADLEY 1746-OW8 8 POINT DIGITAL OUTPUT MODULE (ISOLATED CONTACT) SEE NOTE 1 �
� _ 9 ALLEN-BRADLEY 1746-N18 8 CHANNEL ANALOG INPUT MODULE SEE NOTE 1
� _ I��I� � 10 ALLEN-BRADLEY 1746-N041 4 CHANNEL ANALOG OUTPUT MODULE SEE NOTE 1
I � 11 INVENSYS 9120 FREE STANDING UPS SYSTEM
0 IIIIIIII
I 12 SPEC. SECTION 17130 DC POWER SUPPLY
l,� _I �L�I �L L�J �3 HOFFMAN A-TEMNO TEMPERATURE CONTROL SWITCH
� 14 PHOENIX CONTACT EM-DUO-120 15 IG UTILITY OUTLET, ISOLATED GROUND, 120VAC, 15AMP ,.,F
15 PANDUIT G2X4LG6 2-INCH x 4-INCH WIRE DUCT, SLOTTED WALL '
1 20 2 �9 16 PANDUIT C2XLG6 2-INCH WIRE DUCT COVER
~ (TYP ) � � (TYP )
�� BLACK BOX 37807 D RING CABLE MANAGEMENT BRACKET ~
a 18 ALLEN-BRADLEY 1746-N2 SPARE SLOT BLANKING PLATE
0 � � 0 O 19 ALLEN-BRADLEY 1492-ACABLEXXXX FACTORY I/0 CABLE FOR ANALOG TERMINAL BLOCK, ITEM 2 SEE NOTE 1
20 ALLEN-BRADLEY 1492-CABLEXXXX FACTORY I/0 CABLE FOR DISCRETE i/0 TERMINAL BLOCKS, ITEM 3 SEE NOTE 1
� 21 HOFFMAN TYPE PROLINE, FULL HEIGHT, 24" W x 24��D, LOCKABLE SINGLE BAY, SOLID PANEL ENCLOSURE WITH
0 � FULL HEIGHT BACK PANEL. PANEL SHALL INCLUDE VENTED TOP WITH INTEGRAL FAN TRAY, FLUORESCENT
� � LIGHTING, VENT KIT, PLINTH BASE AND DATA POCKETS.
p � 0
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A B C D E F G H I J K L M N O P
GENERAL NOTES:
- ° A CONTRACTOR SHALL REFER TO OWNERS EXISTING o
� HYDROLOGICS DRAWING D-2872-1463, SHEET 7 OF 15 FOR
EXISTING ANNUNCIATOR ALARM SCHEMATIC.
� TO TBAC1 TO TBAC1 FROM LOWER TO TBAC1 FROM LOWER TO TBAC1 �
(120VAC) (120VAC) LEFT (a) (120VAC) LEFT (b) (120VAC)
MCIP I/O MCIP I/O MCIP I/O MCIP I/O
� TB1 � � POINT � � TB1 � � POINT � � TB1 � � POINT � � TB1 � � POINT �
� � � � 14 15 ' � ' ' � � � � � � � �
NON-POTABLE WATER
00 BAR SCREEN � � � � SYSTE(�1 LOW , , , , AIR BLOWER N0.1 , , , , AIR BLOWER N0.3 , , , , �
HIGH LEVEL ' M4 � � ' PRESSURE ' M16 ' ' ' HIGH HORSE POWER ' M26 ' ' ' HIGH HORSE POWER ' M32 � � �
�4) � (LOCATED ON SCP-14) (16) � (26) 1 (32) �
� � � � � , � � � � � � � � � �
� � � � � , � � � � � � � � � �
INFLUENT SAMPLE INSTRUMENT AIR AIR BLOWER N0.2 AIR BLOWER N0.3
BOTTLE FULL � � � ' LOW PRESSURE � � � � STARTER PROBLEM � � � � � � � �
M5 M17 M36 STARTER PROBLEM M38
�` ti (5) 2 (17) 2 (36) 2 (38) 2 �..
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CLARIFIER N0.1 � � � � EQIJALIZATION � � � � AIR BLOWER NO 2 � � � � LOW FUEL DIESEL , � � �
TORQUE OVERLOAD � M6 � � ' BASIN OVERFLOW � M18 � � � HIGH BEARING TEMP ' M27 � � � M33
�6� 3 ��$� �27� STORAGE DAY TANK �33� � � ' �
3 3 3
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CLARIFIER N0.1 � � � � CAUSTIC 50DA LOW � � � � AIR BLOWER N0.2 � � � � LOW BATTERY � � � �
SHUT DOWN � M7 � � ' TEMPERATURE ' M19 ' ' ' AIR SURGE � M28 � � � VOLTAGE ' M34 ' � �
OVERLOAD (7) 4 (�9) 4 (28) 4 (34) 4
� � � � � � � � � � � � � � � �
� � � � � � , , � � � � � � � �
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`n CLARIFIER NO 2 � , � � NITRIFICATION � � � � AIR BLOWER N0.2 � � � � TRANSFER TO � � � � `n
TORQUE OVERLOAD � M$ � � � SUMP - HIGH LEVEL � M20 � � � HIGH HORSE POWER � M29 � � � EMERGENCY POWER ' M35 � � �
(8) 5 (20) 5 (29) 5 (35) 5 ��
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SHUTDOWN ' M9 � � � (LOCATED IN RECORDER FR-8) � M21 � � � STARTER PROBLEM � M34 � I � I I
� i i i i i i i i i i i i i i
� OVERLOAD (9) 6 (21) g (34) g 6 d-
� � � � � � � � � � � � � �
� � � � � � � � � � � � � �
CLARIFIER SUMP � � � � AIR BLOWER N0.1 � � � � AIR BLOWER NO 3 HIGH � � � � � �
HIGH LEVEL ' M10 ' ' ' HIGH BEARING TEMP � M24 � � � BEARING TEMP ' M30 ' � � � �
(10) 7 (24) 7 (30) 7 SPARE 7
� � � � � � � � � � � � � �
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� HIGH LEVEL � � � � AIR SURGE � � � � AIR SURGE � � � � � �
� ���� M11 $ �25� M25 8 �31� M31 8 8
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� (IF NOT 2"-SCALE ACCORDINGLY) t`����tNt��►t���r��«;f�� ZONE REV DESCRIPTION BY DATE APP
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°� ,��`�' 4�������'. • EAGLE RIVER 25s�
� � �`'��'``,.'•• mc , r REPLACE ALARM SYSTEM �
� j �° � D E NVE R, C O LO RAD O � WATER& SANITATION DISTRICT CLIENT PROJECT NUMBER
� � DESIGNED RPT ;���°� e INSTRUMENTATION
e > �_
� � DRAWN =��� '�'
RPT _
� � :c� a��ia DRAWING NUMBER
� �
p o °' SUBMITfED DATE CHECKED GMH � ° ��U o°��
O N u1 PROJECT MANAGER ' ' �;��s�J�� �oee`,�t C 0 N TR 0 L P A N E L M C I P �
Y -° CHECKED DWM 1600 13
,,�,,s•�3a•�o�oee° �,�.�`,,� VAIL WASTEWATER TREATMENT PLANT ALARM I 0 SCH EM ATI C SHEETNUMBER
� `- Q APPROVED DATE ������ii��������������4�,
APPROVED DWM
� 0 V BROWN AND CALDWELL 1 ISSUED FOR CONSTRUCTION DAM 10/04 OF
� � A B C D E F G H I J K L M N O P
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� o KEYNOTES � -
� - --- - ------------------ - - - --- --- - -- -- - --- --- �"�. T
� � ,
_ _ _ _ _ ___ ___ __ _ ___ ___ ____ ___ ___ � 1O HAND PULL STOP GATE, HYDRO GATE STAINLESS
-�� � STEEL FABRICATED GATE APPROXIMATE
� CHANNEL SIZE 4'-0" DEEP x 2'-3" WIDE.
I APPROXIMATE DEPTH 2'-3". CENTER LIFT W/6" x 6" �
� � �
I � CORNERS CUT OUT. PROVIDE SHOP DRAWINGS .
� ��_� _�� �__� __ __ _ ���� � INSTALL PER MANUFACTURERS
�� � RECOMENDATIONS.
(----- -----� ____ __ _ � �
� rn
____ __ ___ _ -- , � � 2O CONTRACTOR TO SUPPLY CLEANING RAKE THAT
- � � MATCHES SPACING OF BAR SCREEN.
i ' ' I
� � ,
- � , 3 CONTRACTOR TO COORDINATE INSTALLATION OF
- -- ------ - - - - -- - _ �I ' �� -- ' .
, FABRICATED STAINLESS STEEL GATE INTO
_ — __ - �— � �- - � _- - � EXISTING GATE FRAME WITH BOTTOM SEAL. 4
- - _ _____ t ; O4 COMPLETE ASSEMBLY SHALL BE FABRICATED
� �- --
� -- -= -+ � —-- ——�—� �— � ' WITH 3/8" FILLET WELDS, BOTH SIDES, ALL
� � �---—— --—_--_--—— — � r- °°
AROUND AT ALL AVAILABLE CONNECTION POINTS.
�__- �--�---- - � I -- ! , PREPARE AND FINISH PER SYSTEM N0. 5 IN
� �
� �� � 4'-0" 4 I � � ' SPECIFICATION 09900 AFTER FABRICATION
WELD CLIPL3x3x1/4 , � �
TO FRAME & SECURE I—— — - —---— —� '
_2�_���—__ __ __�—
TO WALL W/ 1/2" SS EXP. ' ,
ANCHORS @ 6" OC� �� , 1
� ,
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