HomeMy WebLinkAboutB11-0242 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
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Town of Vail, Community Development, 75 South Frontage Road, Vail, Colorado 81657
p. 970.479.2139, f. 970.479.2452, inpsections 970.479.2149
COMBINATION BLDG PERMIT Permit #: B11-0242
Project #: PRJ11-0387
Job Address: Applied.....: 07/29/2011
Location......: 3095 BOOTHFALLS RD(WELLS SITE NEAR TRAI Issued... : 08/18/2011
Parcei No....: 210102200002
OWNER TOWN OF VAIL 07/29/2011
C/O FINANCE DEPT
75 S FRONTAGE RD
VAIL
CO 81657
APPLICANT STANEK CONSTRUCTORS INC 07/29/2011 Phone: 303-980-8233
651 CORPORATE CIRCLE
SUITE 200
GOLDEN
CO 80401
License:C000003096
CONTRACTOR STANEK CONSTRUCTORS INC 07/29/2011 Phone: 303-980-8233
651 CORPORATE CIRCLE
SUITE 200
GOLDEN
CO 80401
License:C000003096
Description:
Installation of new fluoride feed system,corrosion
inhibitor system,3/4"sample line and eyewash and safety
show.This involves installation of new small bore piping;
drum scale,fluoride pump,and corrosion inhibitor pump.
Replacement of MOSCAD modules in RTU for update of SCADA
transmission.Modifications/additions to existing
lighting panel to provide service to fluoride fee and
monitoring equipment and corrosion inhibitor feed equipment.
Occupancy: Type Construction: Vaivation: $41,298.00
................................................................................= FEE SUMMARY ..x,,,................,..,,..,._,,,._.........,,,,.....,.......,,,,...,.......,,,.
Building Permit-----------> $562.95 Bldg Plan Check----------> $365.92 Use Tax Fee-----------------------> $625.96
Electrical Permit---------> $1,236.25 Elec Plan Check-----------> $803.56 Restuarant Plan Review--------> $0.00
Mechanical Permit------> $0.00 Mech Plan Check---------> $0.00 Additional Fees--------------------> ($928.87)
Plumbing Permit--------> $60.00 Plmb Plan Check---------> $15.00 Recreation Fee--------------------> $0.00
Investigation-----------------------> $0.00
Will Call------------------------------> $10.00
TOTAL PERMIT FEES-------------> $2,750.77
Payments------------------------------> $2,750.77
BALANCE DUE-----------------------> $0.00
.....,.,,.,_._....,........,............................,,xx..................,_....__...,..,......................«„�......,....................................�..._...........___,_..,..
DECLARATIONS
I hereby acknowledge that I have read this application,filled out in full the information required, completed an accurate plot plan, and state that all the information
as required is correct. I agree to comply with the information and plot plan,to comply with all Town ordinances and state laws,and to build this structure
according to the town's zoning and subdivision codes,design review approved, International Building and Residential Codes and other ordinances of the Town
applicable thereto.
REQUESTS FOR INSPE�yTl01�SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 970.479.2149 OR AT OUR OFFICE FROM
8:00 AM-4:00 � i`
� �� �
i ature of ner or ontractor D e
. �
Print ame
combination permit_012811
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..........................................................................................................................................................x.....,,,.,.....,,.....,...
CONDITIONS OF APPROVAL TO BE MET PRIOR TO FINAL SIGN OFF
Permit#: 611-0242 Address:
Owner: TOWN OF VAIL Location: 3095
BOOTHFALLS RD (WELLS SITE NEAR TRAI
........................................................................................................................»..�.................,..�......,..,,..,.......,..............
combination permit_012811
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•,r*r.:,r**+r*,t w*r r w tr t r*r r,r,r,r�*,r*,t,t*�,r r,r,r***r w**+*+r w r t*,t**rr w r*r,r,r**,t+r*,r*r,t*****,r*,r,r x w,r,r,t*+r r,r,r,r,r,r*r*r***�*.r w w+r w w,r,r,r r r,t r,r*tr,t********,r t**�*r t**,t*r w**+r*****,r r,r
REQUIRED INSPECTIONS AND STATUSES
Permit#: 611-0242 Address:
Owner: TOWN OF VAIL Location: 3095
BOOTHFALLS RD (WELLS SITE NEAR TRAI
�***.*.,.,..,,.*«***********„*„«,,,,**«*****�.,.,,*****«*****«*********,.**.«*************.,*****************************««****«*******************.***x*«*«*«
Item: 00110 ELEC-Service
Item: 00120 ELEC-Rough
Item: 00190 ELEC-Final
Item: 00210 PLMB-Underground
Item: 00220 PLMB-Rough/D.W.V.
Item: 00230 PLMB-Rough/Water
Item: 00290 PLMB-Final
Item: 00090 BLDG-Final
combination permit_012811
*****+++***************************+**+***�********+++*****************++**++*****�*********
TOWN OF VAIL, COLORADOCopy Reprinted on 08-18-2011 at 14:06:14 08/18/2011
Statement
****************�*****++***************�*******************************************�********
Statement Number: R110001024 Amount: $2,735.77 08/18/201102:06 PM
Payment Method: Check Init: DR
Notation: CK# 7551
AUSTIN
-----------------------------------------------------------------------------
Permit No: B11-0242 Type: COMBINATION BLDG PERMIT
Parcel No: 2101-022-0000-2
Site Address:
Location: 3095 BOOTHFALLS RD (WELLS SITE NEAR TRAI
Total Fees: $2,750.77
This Payment: $2,735.77 Total ALL Pmts: $2,750.77
Balance: $0.00
**********************************+*+******************************************a**********+*
ACCOUNT ITEM LIST:
Account Code Description Current Pmts
-------------------- ------------------------------ ------------
EP 00100003111100 ELECTRICAL PERMIT FEES 1,236.25
PF 00100003112300 PLAN CHECK FEES 803 .56
PP 00100003111100 PLUMBING PERMIT FEES 60.00
UT 11000003106000 USE TAX 4% 625.96
WC 00100003112800 WILL CALL INSPECTION FEE 10.00
-----------------------------------------------------------------------------
**#***##�******#&�**##�**####**#*#*####*##*#*##**#*****##***######*###*##*##4**#*##**####*##
TOWN OF VAIL, COLORADO Statement
**************�**�*******************+**�************�**�*****************************:**r*r
Statement Number: R110000888 Amount: $15.00 07/29/201111:37 AM
Payment Method: Check Init: LC
Notation: #7469/STANEK
CONSTRUCTORS, INC.
-----------------------------------------------------------------------------
Permit No: B11-0242 Type: COMBINATION BLDG PERMIT
Parcel No: 2101-022-0000-2
Site Address:
Location: 3095 BOOTHFALLS RD (WELLS SITE NEAR TRAI
Total Fees: $2,750.77
This Payment: $15.00 Total ALL Pmts: $15.00
Balance: $2,735.77
�******�*******+******************************************�*********************************
ACCOUNT ITF,M LIST:
Account Code Description Current Pmts
-------------------- ------------------------------ ------------
PF 00100003112300 PLAN CHECK FEES 15.00
-----------------------------------------------------------------------------
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BUILDING PERMIT APPLICATION
_..__ _ . _. _ _
(Separate applications are required for alarm & sprinkler) ���/ —(�L)��j
Project Street Address: . Project#: Y (l,��� - v?j��
' 3095 Booth Falls Rd '
,(Number) (Street) (Suite#) DRB#:
Building/Complex Name: Booth Falls Building(Well R7) Building Permit#: ,. �� � U Z�Z
Lot#: Block# Subdivision:
!Contractor IMormation
', Business Name: G.C. -Stanek Constructors, Inc. �Work Class: New( ) Addition (✓) Alteration(�/)
651 Cor orate Cir., Suite 200 = _ _ . _ _..._ __ __ _
' Business Address: P �Type of Building:
City Golden State: CO ZiP: 80401 �Single-Family O Duplex O Multi-Family O
Contact Name: Austin Liddicoat
�Commercial O Other(�/) Booth Falls Building(Well R7)
. ___._ .__ ....._.�._ ... _._ . . ... __ _ _..._ . _
�
Contact Phone: 303-980-8233 !Work Type: Interior O Exterior O Both (✓)
aliddicoat stanekconstructors.com ________ ..______ _..__.____ ..._. .__ _._.._. __.__._�_________ .____ .._.�.
'Contact E-Mail: � Valuation of
' Work Included Plans Included Work
'Contractor Registration N ber: E
�Electrical (�/)Yes ( )No (�/)Yes ( )No $38,040
'X �Mechanical ( )Yes ( )No ( )Yes ( )No
Owner/ e epresentative Signature equired) '';Plumbing (�/)Yes ( )No (�/)Yes ( )No $3,258
--__ __.__._.. _...._... __..___ ... __ _ �
�Project Informatlon iBuilding ( )Yes ( )No ( )Yes ( )No
�Owner Name: �agle Kiver water t�sanrtation uistnct i
' I Value of all work being pertormed: $4��298
�Parcel#: 210102200002 �, i(�alue based on IBC Sedion 109.3&IRC Section 108.3�
(For Parcel�,cornact Eagle County Asaesaors Offlce at(97a32&8640 or vlsk %
i www.eagiecourny.us���e� c Electrical Square Footage
,
! Detailed Scope and Location of Woric: P�ease see attached sheet.�~�M��
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i
�(use addiUonal sheet if necessary)
i
For Office Use Only: Date Received:
Fee Paid:
Received From: D � � � � V I.S
Cash Check#
cc: �sa/ MC Last 4 CC# exp date: JUL 2 g 2011
A�m # ��
TOV�IN OF VAI ,
Eagle River Water & Sanitation District
and Upper Eagle Regional Water Authority
Ground Water Rule Improvements
Booth Falls Building(Well R7)
Location of Job Site:Booth Falls is located at 3095 Booth Falls Road.
Scoae of Work: Installation of new fluoride feed system,corrosion inhibitor system,Y"sample
line and eyewash and safety shower. This involves installation of new small bore piping;drum scale,
fluoride pump,and corrosion inhibitor pump. Replacement of MOSCAD modules in RTU for update of
SCADA transmission. Modifications/additions to existing lighting panel to provide service to fluoride
feed and monitoring equipment and corrosion inhibitor feed equipment.
Itl
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ERWSD UERWA
846 Forest Rd.
Vail, Co 81657
Contact: John Cahill, 970-471-5357
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Location Mae �
NO SCALE
Cantract Drawings For
G ro u n dwate r
Rule
I m p rove m e n ts
Issued For Construction
Project No.
000000000092383
Prepared For:
Eagle River Water and Sanitation District (ERWSD) and
Upper Eagle Regional Water Authority (UERWA)
Vail, Colorado
October 2010
J��
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NoR enpkwrN,y,�c
303 E. 17th Avenue
Suite 7Q0
Denver, Co. 80203-1256
(303) 764-1520
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� �wn of Vail
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JUL 2g 2011
TOWN OF VAIL
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General Notes
1) ALL WORK UNDER THIS CONTRACf SFIALL.BE COVQtNEO BY
EAGLE RNER WATER AND SANRATION DISTFiICT SFANDAROS AND
CANTRACT SPECIfIG710NS FOR 1HIS PR0.IECT.
2) ALL WORK UNOER THI$CONTRACT MUST BE COORqNATEO
WITH THE OWNER 70 ENSURE REOUIRED OPERATION QF TNE
GROUNDWATER WELLS AND THE GORE VALIEY DWF. REFER TO
SPECIF7GTION 01060, SPECIAL CONpffIONS, FOR ADDR10NqL
REOUIRENENTS REGARdNG WELL SHUTpOWNS AND COORDINq71pN
WRH WORK Uf�qER 7FH5 COMRACT.
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3
LPP[::E? E:�GC:[; RE?Glt?N_iL jti:�TIsE� AI'TEIOR[TY
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, l,(� j � � t`,�„`� i BERRY CREEK WELLS
�-�-r.r_,�,=%.'----€;fe� � �t-7 E7Qi t83 y `� 413ER1E5 700)
���4Te i I �) ��„,�� ' !�J"'�' I n�� �
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EDWAR0.S WELL . �
(SERIES 800)
,,.,J lIlROFV"IIEeI
z:es
�v��f �.•; �: i 4.�I LAKI:(:'[:LEK
cs�wES 900) t�l_� !._ � (
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0 10/75/2010 ISSUED FOR CONSRUCTION
_ ISSUE Q4TE DESCRIPT10P1
4
5
Drawing Index
GENERAL-SERIE4 000 WEIi R4•SBR�S S0p
oocooi CwoeseEer osctoi saEwo�uc
OQG002 VICINffY MAP.LOCA7ION MAP,[EGENDS. OSC301 SIl'E WORKPROFp,ES
GFNERAL NOTES,AND DRAW ING WDE7( OSDl01 PROCESS PLAIt AND DhTALLS
00(J003 CFNERAL LEGEND AND ABBREVIATIONS OSDI02 PROCESS DETAIL ANO SECTfON
OOCA04 GFNERAL AffCHANICAL LEGEND aseia� ELECTRICAL PC.AN AND DETAILS
00C'�005 MECHANICAL SYMBOLS 3c GENERAL NOlE4 OfE102 ELECI'RICAL SITE p[AId
oocous c�vea�u e�cr�ucu.cectaro
O00007 GINERAL[NSTRUAIENTATION LEC'iEND WFS7 VAII.WELLS 7 AND 6-SfiIUFS 60D
OOG008 CONSCRUCT[ON SCAGWG AAEA
OOCOOI GENERALCN�.DETAIIS 06C10t Sf1EWORK
aaca� cEarExnL ctva,nEra�s a6cwi urs wowc ertoFn.es
O00003 OFNERAL CIVII,DETAII.S O�I01 PROCFSS PLAN AND DETAQS
OOS I01 STItUCNRAL GfiN&RAL NOTES OfE107 EIECTRICAL pLpfi q[•(D DETA[(,5
00510? STAUCTURALiYpICALUETAIIS
OOSi63 STRUCfVRALTYPfGLDETAILS B�R' RYCREERWELLS-SER1ES70p
005104 STAUC[STRAL TYPICAL DETAII C
OOS145 STRUCIURALTYP[CALDETAIlS 07XIOl SREDEMOLffpNP1AN
OOD001 GFNEML PROCFSS DETAILS 07X102 IMER1pR llEMOLITION
OOD002 GFNERAL PROCE55 DETwIIS O1C101 SRE WORK
OOD003 GENERAL PROCFSS DEI'AII3 07C301 SCfH WORK PROFILES
OOMI02 MECHA1iICAL Sl,'F�WLES MfD DE'7'AII3 075101 FOUNDATION AND ROOF FAA[�JG PI.ANS
OOEOOI ELbC1R1CALDETAQS 075102 0.00FFRAl�i6PLAN
075301 FIXJNDATION SF.Cf1pN5
GORE VALLEY WATFR FACILIIY-SERIFS!00 095302 FRAM[NG SECTIONS
07A101 F1AOR PLAN,It00F PLAN,BUt1.DING CODE
OIDI01 PROCESSPLAN SUMMARY,SCHEpULE$
OIEIOI ELfCCR[CAC PLAt�AND DE7'AQ3 01AT01 fi%2FAIOR ELEVwTIONS
OTAhII BUII.DING SE(TION
�O7H FALLS(WELL R71-SER�S 200 07A302 WALL SEC[10N5
07A601 IXpR/WLYOOW!lAUYER
027CI01 DFMOCi7ION PLAN TYPFS AND DETAlL4
02C101 STfE WORK 07pt01 PROCESS PLAN
07DI01 PROCESS PLAN O7p30I PROCFSS SF.CTIONS
02D301 PROCFSS SECTION ANDDETAIIS 07D302 PROCESS SEC'I'iONS
02E101 ELECTRICAL PLAN AND DETA6S OJ[N01 PROCESS F[AW UTAQtAM
02E102 ELECTRICAL SITE P1�N 07M101 FLOOR PLAN
07E101 ELECfRICA1.P[.AT7
WELL RI-SER[FS 300 07E102 ELECTRICAL LIGH7IIJG TLAN
07E107 MCCONF.lINED[AGRAM
03C101 S1TE WORK 07EI04 MSTRUA4N[AND CONTROL PANEL
03D IOI PROCES$PLAN.DETAILS AND SCHfiMpTIC ON&LWE DIAGRAMS
03E101 ELflCIR1CALPLANANDDETA0.5
FD WARDS W ELL-SER�S 800
WEL[S A1lR6-SSAffS 400
06C101 SITE WORK
04DIOt PROCFSSPLAN AND DETAILS 0lC301 SIIE WO&1CPROFLL,ES
04EI01 El,EC1RICAL p{,MI AND DETARS 0lDIOI DEMOLITION PLAN AND PROCESS P1AN
�lD301 PROCESS SEC770f8
O�IOI ELECTRICAL PLAN AtiD D61'AQS
CORDILI.ERw-SERffS 900
09CIOl SITE WORK
09C3d1 SC[E WORK PROflLFS AND DETAILS
09E101 ELEC7RICAL SIl'E PLAN AND ON&CINES
F9�19 �,-" UIIIlfYBOX-SPR@4100D
g IOC101 SIIE PLAN
�• ....4r'r�'�. IOC102 STCE PLAW DETAILS
��y��.."' IOC301 SRER'ORKPROFIIPC
��� IODI01 PROCESSPLAN
I ai 10E101 ONE-LINEDIAGRAM
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:1CtICLOR
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[.E-1��EB CkEFh:
PRQIECT AMNAGER SARAH C. IXMK
STRUCTUftAL P._J. 9lACK
iTRUCR1RAt DESIGN J. YRCHELL
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7R0.'ECi NUAI
K. BUECHLER
oisT4 F 30UiJ�ARY
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Project Facility Locations
GORE VALLEY ORINKNG W1TER F M WEST yA1L WELL 7 �8
FROM WD WIL TAKE I-70 EASf TO EAST VAIL EXR; HFJ�OINC WEST ON I-70 FROM VqL PISS,TAKE E%IT
TURN RICHT($pUTF{), FOLLOW 81GHORN ROAp (EASn TO 176 AND HEAD SOUTH TOWAROS iNE SOUTH FROMA(�
MNJ GORE ORNE(7}If LAST ROAO JUSi BEFORE YOU . ROA�. FROM THE ROUNDABOVT HEAD WEST ON T�-�E
CROSS UNDER I-70); TURN RIGH7 (SOUi1i). FOLLOW SWTH FRO�dTAGE ROAD. LOCA7ED AT TNE NORTMEpST
iH15 ROAD TO 7NE RICHT TO BLACK CORE DRNE; 7lIFiM CORNER OF ►IA7TERHORN OR. M1D SOUTH FRONTACE
LEFT. FOILOW THE ROAO TO T1fE RNiHT; iHE PLANT IS ROAD. PROCEEO $OUTHfAST 200 FT ALON6 BIKE PATH
AT THE ENO OF THE ROAD. 70 wV 7 k 8 BUILD�NG.
ADORE53: 5273 BIACK GORE DRNE �: �784 MA7TERtpRN CIRCLE
�4M F �e BLa nwr.(W�i R71 tlFwev rore�r uc�i e
FROM MID VAIL TAKE I-�0 EIST TO EAST VAIL E%R; FR01A MID VNL TAKE F-70 WEST TO EXR 163. 7URN
NRN LEFf (NORTH) 70 THE NORTH iRpNTAGE ROAO. RICH7 (SOUTMWEST) FOLLOw EDWAR0.5 ACCESS ROPA
FOLLOW 7HE NORTH FRONTAGE ROAD WEST PAST VAI. TO MILIER RANCM ROAD. TURN LEFf ON MILLER RWCH
110UNTAMI SCMOOL TO BOOTH iALLS ROAD: TURN RKK7iiT R�µD FOLLOW TO FREEDOAI PARK. WEU HOUSE IS
(NOKIH). FOLLOW BOOTH FALLS ROAD TO THE PARKNG � �ST SIDE OF BEACH VOLLEYBALL COURTS.
LOT AT TNE END QF iHE ROAD. FOLLOW T}� PAVED ����i
ROAD 70 THE RIGHT, PAST TStE END OF THE NARROW �OM MID VAIL TAI�1-70 WEST TO EXR 163. TURN
PAVEMENT, UP THE HILL TD THE R7 TREA7LIENT FAClLITY RIGM
AND TANK 5. (SOUiHwEST) FOLLOw EDWARDS ACCESS ROPD
ADOR65: 3095 BOOTH FAL15 ROAp TO HICHWAY 6; iURN LEFT. FO�LOW THIS ROAD 20
RESERVE ROAD; TURN LEiT (BACK ACRO55 TNE RNER).
�S1 FOLLOW TIiIS ROAO TO THE TEE. WELL NWSE IS ON
HEIDING WEST ON I-70 FROM VAIL PASS, TAKE EXfT TME RIGHT NFAR THE RNER.
170 AND HEA� SOUTH TOW�ROS THE SOUTM FRONTAGE mQa i�� i�
ROAD. CO EAST ON TNE SOU�)i FRONTAGE RO�D TO TME FROH'Mp VN�L TAKE I-70 WEST TO EXIT 16J, TURN
MAIN VNL ROUNDABOUT. CDNTINUE EAST ON THE SOUTH RIGM (SOUTHWEST) FOLLOW EDWARDS ACCESS ROAD
FRONTAGE ROAD FOR APPROIOMATELY 2.9 MiI,E$ (PASf TO hNCHWAY 6; TURN RiGHT. FOLLOW HiGMWAY 6 TO
WELLS R4, AND R2/R6). CO TO/SPEN UWE: VEER TO SOUAW CREEN ROAO; TURN LEFf. FOLLOW TH5 ROAD
THE RICM. THE WELL HOUSE FOR WELL R-1 WILL BE TO THE LEFf WHEN R BRANCHES TO FENNO DRNE:
ON THE LEGT NFNt THE H�GMMAY JUST PAST THE 7URN NRN RIGHf. fOLLOW FENNO DRNE TO A TEE: PJRN
ACROSS FROM 2800 ASPEN UWE
A�: 2853 ASPEN UNE OL�ROAD (ME WITH ELK79PRINCSaCOURT.)I WELL E�
�� HOUSE IS LOCATED OFF THE IAAIN RpAp ON A CRAVEL
HEADING WEST ON I-70 FROM VAIL PASS, TAKE EXIT DRNEWAY (TURN RIGHT, HEADING NORTFI)_
176 AND HEAp $pUTM row�os nie sourri�or+racE
ROAD. CO EAS7 ON 7HE SOUiH FROMAGE ROAD 70 THE �11�m'BOY
MAIN VAIL ROUNDABOUT. CONTINUE EAST ON THE SOUTH HFADMIG WEST ON I-70 FROM VAIL �A55,TAKE D(R
FRONfAGE ROAD (PAST VAIL VALLEY DRNE}. THE WF1L �76 AND HEAO SOUTH TOWARDS 1HE SOUTH FRONTAGE
HOUS£ FOR WELL R2/RB M10 THE GOLF COURSE RoaD. 7ME UTtUIV BOX N7LL BE LOGTED AIONG THE
9ATHROOMS ARE ON THE R�CMT ON TiE COLF COURSE SOUI}1 fRONTACE RDAD, WESf OF VNL VALLEY DRNE
AOOR64 2150 SOUTH FROMAGE RO.�D ANO EAST OF FORD PARK.
��
HEADINC WEST ON I-70 FRON VNL PA55, TAKE IXR
176 ANU HE4D SOUTH TOWARDS TFIE SOUTH FRONiACE
ROAD. GO EAST ON THE SOUTN FRON7AGE ROAD TO THE
MAIN VNl ROUNOPBOUT. CONTINUE EAST ON TNE SIXJIH
FROMACE ROAD FOR 1.5 MIlES. NRN RICHT (SOUTH)
ON V.4L VALLEY DRNE (COIi CWRSf ENRiAHCE).THE
WELL HOUSE IS JUST OVER THE BRIDCE ON TNE LEFf
BY 7HE BUS STOP.
ADORE$$:VAII VALLEY ORNE
F:tGI_E P.IVFF �tATEP. ��;D S.�tiITATIC1ti llI�TRICT
21LL1
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�_. j` '�-'c�—m!�:_.
r i �=' �aIL
WEST VNL WELLS 7 AND B
(SERIE9 600)
Ground Water
Rule
Improvements
20�0
.�c i r�. �r-
� c•s'x BOOTH FALLS BURDING
UTII!!V B�( _ •J I••••I �/!'_(SERIES 200)
(SERIES 10000) �_.—.`!� � ; . I /,
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WELL R4 (SERIES 300) i :-
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BRICK MASONRY (PLAN/SECTION)
CHEd(ERED PUTE(PLAN)
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CONCRE7E AIASONiIY(PUN/SECCION)
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EMTH (SECTION)
FlUER POIM MAT(PUN)
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GLU-UM LUYBER(SEG110N)
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CRATNG (SECTION)
GRAIINC (PUN)
GROUT (SECTION)
GYPSUM BOARD(SECTION)
METK(SECTION)
ORIENTED STRANO BOARD (SECTiON)
VARTICLE BMRD (SECTION)
PU'MWOD (IARGE SCALE SECTION)
PlYW00D (SMALL SCALE SECTqN)
PRECAST CONCRETE (PLAN/SECTION)
RIGIO INSULATION (SECTION)
RIPRAP (PLAN/SECIION)
SM10 (SECTION)
SOD (SECTION)
WEEP JOINT MORTAtt
PROTECf10N SYSTEM (SEC�ION)
wOOD - COHTINUOUS (SEC�ION)
WOOD BLOqCINC (SECTION)
PROJECT MRNAGER SARAH C. CLAPo(
STRUCTURAL P.E.J. BU1CK
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GENERAL SYMBOLOGY
N TARGET ELEVAiION
ARROW INDICATES �
PLAN °w'"°�"'"F
1/4'= 1-0' ���
SEC710P1 l� NA�►E
������+ xx—xx
x 1
X%X �_—SEC�N VI�LACATED
SECTION CUT AAARKER OO
SECTION J,� o
SECTlON x
3/8' � 1'-0' � O
•SHEET WHERE �
SECTION NEW IS �
FIRS�CUT x
ROOM NUMBER
�OR NUIrBER
COLUMN CPoD LMJE
WN1 7YPE
NRMDOYV 1YPE
�
7
DETAIL,�g OG GUlSS iYPE
X%X � SHEEf WHERE � ACCESSORY. FURNrtURE
DETML IS LOCATFD e� MISCttUwE0U5
EOUIPAIENT IDENTIFlER
DEfA1L MARKER KEY NOTE DESIGNATION
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DETAIL ! KEY NOTE NUYBER
3'= 1'-0' X �
REPRESENTATNE
oanNnNC rni�o�u�
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IDENTIFlCA710N
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•SHEET WHERE
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�ETAK ARE SMOWN ON SAME SNE , SHEET
NUMBER IS REPLACED BY A LWE -). _
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DETAIL MARKER
DETAIL MARKER FOR REFERENCMIG UEfAILS
BaJNO IN SPEGFICATIONS OR SEPARATE VOLUME
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�noN�err� GENERAL NOTES:
���N�� �� � 1. htlS IS A STANDARD SHEEf SHOWMIG COMMON
�w Q�A�� SYMBOLOGY.ALL SYMBOS ARE MOT NECESSNtILY
% X USED ON TFtlS PR0.IECT.
x NAIGTES SFiEET WHERE
A_���ELEVATON IS LOCATED 2. SCREENINC OR SNADING OF WORK IS USEA TO
�NOICA'E D(ISTING COMPONENTS OR TO
DE-ENPHASIZE PROPOSED IMPRWEMENT$TO
MULTIPLE ELEVATION OR PHOTO MARKER HIGHLIGHT SELECTED TR1DE WORK. REFER N
CON7El(T OF EAGH SHEEf �OR USAGE
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2010
8
ABBREVIATIONS
stv e�rrreneLx vu.ve
BLDG BUILDING
BV BALL VALVE
CD CONDENSATf DRAIN
CI CORROSION INHIHITOR
CL CENTERLINE� CHLORINE
CONC CONCRETZ
CV CHECK VALVE
CVT' CU:.VERT
DI WCTILE IRON
DIA DIANET�R
DR DtUIN
DTL DETAIL
EA EACH
EFF E£FLUEN7
EL ELEVATION
ESEW �AGENCY SFiOWER i EYEfl115H
EXIST, EX EXISTING
FCA £LANGED CCGPLING ADAPTOR
FD FOUNDA2ION DNAIH
ee �.ow eL�ar
FF FINISNc.D FLOOA
FL FLUORiDE
FW FINIStlED fUTER
GAL GAI.LON
GB GRADE BREAIC
GPM G71I.LOd PEA lQNUTL
GV GATE VALVE
NORIZ HORIZOHTHL
HNL NIGH W11TER LEVrL
ID 1NSIDE DIAMETER
IE INVERT BLEV]ITSON
INV INVERT
L LENGTB
LWL LOh'W71TEA LEVEL
MAX M7IXIMUM
MIN MINIMUM
HP METEAING PUHP
N NORTH
NG NATURAL G115
NO NUMBER
NPPI NON-POTABLE NATER
NTS NOT TO SCALE
OFL OVEAFLON LINE
PDL PLANT ORAIN LINE
PRV PRESSDRB AEDOCINC VALVE
PT POINT
PV PLUG VALVk;
PVC POLYVINYL CflLOA1DL
PN POTABLE WATER
RD ROOF DMIN
RNS AAN WI�TEA SUPPLY
S SLOPE
SAN SpNITARY
SMP SRNPLE
SST STAINLESS STEEL
STM STORMMA7ER
STA STATION
TOC TOP OF CONCItETz
TOFI TOP OF NALL
TOP TOP OF PIP6
TYP TYPSCI�I.
VERT VERTICAL
VNT VENT
W/ 4iITH
r�. Wnrea L:aE
WST WASTE
WS FIATER SUAFACE
ZN ZINC ORTHOPHOSPHATE
General Legend and Abbreviations
0 7' 2' FN.ENAME OOG003.d.g HE
SG�IE AS lIOTm _.._. �WJ
D
[N
B
IA
0
ririN�
su+ciE u►� ooue��we isounow
---toH-- �et�- aN.�vave
1��-- �� 8U17ERfLY VALVE
D� � DIMHRACY VAWE
---0�— �- CATE VALVE
i —D4�-- � GIOBE VN.VE
—i�— � KNiE CATE VAIVE
-v- � NEEO��K�
I!I �-C`=� �53�� PINCFi VALVE
—i0�- �1A� PLUC VALVE
��F�- 1T1REE-WAY Bp.L VALVE
� �
� �tki� iHREE-WAY P�UC VALVE
CONTROI
—�� �C6� BAIL CHECK VAWE
--i�i— � CHECK VAWE
-�� ��- DOUBIE-OISK CMECK VALVE
-�Idl-- �bi�+m- CONE VALVE
-1� OR � � OR � PR65URE RELIEF VAWE
7
� � PRESSURE-fffDUCING VALVE
a" j" AIR REt.FASE VACUUY VALVE
q 4 A .NR RELFASE
��Q�- YAC� VACWM
� � PRESSURE-REGUUTING VALH
� � 3-WAY CONTROL VALVE
MISCELLANEOUS
-0QV�Do-- fl�CKFLOW PRE�rENTER
--- M�— WATER METE(i
��-- VARIA8I,E AREA METER
�-IIH— U1MON
--ft_-�— WYE-SiRAMER
r
--�— PENETRATION THROUGH STRUCNI�
��+�— FLDtlBLE HOSE OR TUBINC
—iV-- FLEIfIBLE PIPING CONNECTION
�� UNE SIZE CHANGE (CONCENTRIC REDUCER)
-�— UNE SIZE CWWGE(ECCINfRIC REOUCQt)
CI LJNE NRNING DOWN
OF IJNE iURNING UP
�� BUND Fl.ANCE
---�j PIPE BREAK
1LQIE:
WSCE�UNEOUS SY/ABOLOGY SHOWN IS FOR SINGLE-UNE
PIPMC. DOUBIE-LINE PIPtNC SVMgpLS�pE SINIUR.
J�
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z
3
—�_ PIPE JONT(SEE SPECS fOR
RECUIRENENTS)
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—� FLAN(�D COUPLING ADAP�ER
c�i
'-'�— FLD(IBIE CONNECSION
--�. fL1RNE55ED MECFMNICAL
couauNc
Y PRESSURE CACE (W/COCIC)
—L
-�J TRAP
_{ QUICIC DISCONNECT
GM a GROOVE COUPLINC
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YD DRAIN (SEC110N OR SCNEMATIC)
ATA AIR TOOL ASSE4�Y
�� AUTOMATIC VA�YE S?ATtON
PRS pq�S�RE-REDUCING SGTpN
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VT yEWi(Nn
---'--- POTABLE WATER. COLA (PWC)
_"_'_—___ POTABLE WATER. MOT (PWH)
d
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� EXHAUSf AIR OUCT UP (NO
sECnon cun
Qy OfNAUST NR DUCT DOWN
(NO SECf1UN CUi')
� ROUNO EIBOW UP
�� ROUND ELBOW pOMM
� TR1NSfT10N - DOUBLE SIDEO
� TRANSRION - ONE SIOED
� TRWSfTbN -
RECTANGULAR TO ROUND DUCT
� STMIDARO BRANCH -
FOR SUPPLY AIR W/EXTRACTOR
AND REfURN AIR W/0 EXfRACTOR
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ELBOW - W/iURNING VANE
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� ELBOW - W/NRNINC VANES
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SIZE - FlRST NUABER�NDICATES
SIZE OF SIDE SHOWN
18' DIA ROUND DUCT SIZE
RECTANCUUR DUCT INCLINE -
--► R OR 0 RiSE OR piOP W RESPECf
ro niE aR �tow
ROUND DUCT WCUNE -
-- R OR D RISE OR DROP iN RESPECT
TO iFiE AIR FLOW
18x24 HIDDEN DUCf
T 9'-10'
8
18�10 OUCT ELEVATION TAG
ABOVE FlNISH FLOOR
� PRESSURE/TEMPERATURE TESf
PIUG(PETE PLUG OR EOUAL)
�� SOUND AiTENWTOR
� �
S�IITTER DAAIPER
I�
VD =VOLUME WMVER
BDD= BACNDRAF7 DAUPER
� MOTOR OPEitATED OAMPER
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r--+----�
Y I S SMOKE OAMPER
t—+----i
'f I 4 SMOKE AND FlRE DAMPFR
r---+--� �
PR0.IEGT MRNAGER SARAH C. CL/JiK �
STRUCTURAL P.E.J. BLACK O�`
iTRUCiURAL OESIGN J. MRCHELL Lj:�
ARCHITECNRAL R. ANDREW ��n
B. .4LLERNEIUCEN
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�
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E7(TRACfIDR
EXHMIST P1R OR RENRN
AIR RECISTER OR GPoLIE
EXWIUST NR OR RETURN
A!R REqSTER OR CRILCE
SUPPLY AIR ASSEMBLY
SOUARE DIFFUSER
SI
t� SUPPLV AIR ASSEMBLY
ROUND DIFFUSER
� WALL lOUVER
rr���-�� ACCESS DOOR
PUN SECTION
UC 7/4' UNDERCUT OOOR 3/�'
� ACCESS DOOR OR
ACC£SS PANEL IN
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;I � fJ(HAUST ROOF
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OR CENTRlFUGAL TYPE
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TEMPfRATllftE CONTROLLER
iE1JPERA7URE 7RANSMffiER
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THERMQSTAT
TEMPERATURE INDM,ATOR
PERCENTAGE T1YER
RECENER CWlTRIXLER
HMID-OFF-AUrO
MQTOR STARIER
DAMPER ACiUATOR
PRESSURE INDICATOR
FREEZE STAT
FlRE STA7
D�FERFMW.PRESSURE
SWfTCH
SMOKE DETECTOR
FLOW SWfTCH
PRESSURE SWITCH
nYE DQAY
MINIMUM POSITION REUY
SIGNAL
ANALOG OUfPUT
AWALOG WIPtJT
�GffAL 011TPUT
QIGRAL INPUT
COMMON PORT
SICNAL.PORT
NORMN,LY OPEN
NORMALIY CI.OSED
BALANCING YKYE
RESISUNCE HEATING CONTACTOR
TESf-NUi�
TEST-Of'F-M7T0
EIECTRIC S1GN�L
PIPING
BULB-7YPE TFERYOSTAT
Ground Water
iZU�@
Improvements
zoiu
8
AIR FLOW SCHEMATIC AND
TEMPERATURE CONTROL
DIAGRAM SYMBOLOGY
�
CHILLED WATER
COOUNG CqL
C
�
N0T WATER
HEATING COIL
C
EP D�RECT EVAPORATIVE
COOIER
R
� DIRECT EXPANSION
COOLING C01�
x
EH ��IC MEATN�
COIL
C
� VFD (VARIABt.E
FREOUENCY DRNE)
H
G1V CONSTANT NR VOLUAIE
� BOX WRH REHEAT COIL
H
VAV ����'��OLUME
BOX WRH REHFAT CdL
C
�r
� MISf ELIINNATOR
� ACTNAiED CARBON OR
CHEIMCAL FlLTER
� CENfRINGAL PUMP
� SPRAY NOZZLE/HUMIqFlER
GENERAL NOTES:
7. Ri5 5 A STANOMD PROCESS, MECINNICAL AND PLUMBWG
SYMBOLOGY SHEEf. ALL SYMBOLS ARE NOT NECESSARILY
USm�ON THIS PROJECT.
2. SCREENING OR SWIOINC OF WORK IS USED TO INDIGTE
E7f15TING COMPONENTS OR TO �E-EA1PFYl5iZE PROPOSED
IMPROVEMENTS TO HIGHLIG-fT SELECTED TRAOE WORK.
REFER TO CONTEXT OF EACH SHEEf FOR USAGE
3. SEE INSTRUMENTATION LEGEND SHEET FOR pROJECT-SPEqf
EQlAPA1ENT SYMBOLS, EWIPMEM ABBRENAPONS, AND
PIPING SYS7EY ABBREVIATIONS.
General Mechanical Legend
0 1' 2' FMfNAME DUfrb04.dvg
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MECHANICAL LEGEND
� �,1t�Ot�.1
� s�, zo��2
I� 700 CFIA (S1) SUPPLY GRLLE, NEqC �ZE, CFY j'�`"� VOLUTAE DAIAPER AuWUAI OPEFtAION
�.=='F-�"�
m F dc T TRAP
0 n{ERyapyNAMIC TRpp I{,�+ R1, 20z12 (Rt) RETURN OR(Et) EXFIAUSi GM.Lf, � � AUTOWTIC DAMPFRS IAOTOR OPERAIED
v ��� 1! lU0 CFIi NECK SIZE,CFlA ��,
� TMEauosr�nc rw� zo x iz cR ExHnusr oR ftETURN Aat DE�nCE �Q nccess 000e (no). �ccas P,wa(a�)
� FLOA7 TRAP m 700 CFM (IPqICl1TE T/P� FlRE DAMPER:
20 0 SUPPLY OUi1.ET, CENJNG ROUNO (TYPE AS SPEqFlEO) �
HW D011ESTIC HOT WAlER � 7pp CFN INDICATE FLDW pIRECiION "D SHOW HORIZ�POS. —�
CW DOMFSfIC COLD WATER �
UF UNpER FLOOF 20 z 12 SUPPLY OUILET. CpUNG, RECTMIq�AIt so SAIOfcE DMIPER
700 CFU (lYPE AS SPECIFlEp) IIqIGTE Fl.OW OIRECf10N �
Q OPPOSED BIADE pAA1PERS '� NRNING YANES
1NIL11E5 k FII7INGS
Q PARALLEL BlqpE DAAIPERS �'�► FtIXIBLE DUCT
--D�4-- (�E VALYE
�Z x 6_ DOOR GRILLE � ���CONNECTION
� 0, 5. k Y GATE VALVE W/TAMPER SWITCH �\p�
--0Q-- GATE VALYE �.(
�„� ur�r H�ntat (vEtmcn�)
�— WAFER CNECN VALVE
��� FI65E CATE VALVE � UI�T HFATER (HORIZONTAL}
—"IaF— PLUG VALYE OR BAIANCING COCK
T TFIERAIOSTAT
OPOWER OR GRAVRY ROOF � p�7ppp(:aR THERAIOSfAi
DIrJ-- �EDlE VALVE VENTILATOR-EbiAUST(EftV) O TEMPERATURE SENSOR
�— �N� O POWER OR GRAVtIY ROOF VENTIIATOR-SI�PLY(SRV) NQ NIGFff THERAIOSfAT
---�— PRESSURE REl1Ef VALVE PON�IT OF CH�WGE IN DUCT WNSTRUCiION (9Y � MiWUAI OVER-PoDE SNfTCH
_�� MOTOR OPERAIEO CATE VALVE L_1 STATIC PRESSURE CUISS) EQ ElACS SENSOR
OUCf (1Sf FIGURE, SIOE SHOWN 2ND FIGURE. O PRESSURE SENSOR
—o�� so�ao vuv� � s�o� r+oT sHOwrq Q Hu�aom sasoR
—�� PRESSURE REDUGNG VALVE F� ACOU511GIL UNING DUCT DIMENSIdiS
f� FINt I�T FREE AREA
� ROAT OPERATED VALVE � qRECTION OF FLOW
�}-- BUTTERfLY VALVE � OUCT SECTION (SUPPLI� �
t. THESE IE(�NpS ARE COAIPOSED OF SfANDARD SYMBOLS AND ARE
m DUCT SEC11pN (IXHAUSf OR REiURN} PERTINENT TO 1HE CON01ftONS ON THIS SEf 6F DRAWINCS TO THE EXTENf
—���— BALL VALVE APPUCABLE.
iNCUNED RISE (R) OR DROP (D) Z. ADDfiIONAI LEGENQS AND/IXt ANOTFER LEGEND.SHEEf MAY APPEAR IN
'�� �� � � THIS SEf OF DRAWINGS TO INDIGTE SPECp�1C CONDIilONS IN 11EU OF .
ARROW IN qRECiION �F AIR FLOW $YIJBOLS SHOWN ON THIS SHEEf.
—�O EL80W UP
—�— TEE DOWN � TRANSITIONS: GNE SIZES
NOIE F.O.T. (FUT ON TOP) OR
—�d— TEE UP � F.O.B. (FUT ON BOTTOM), �MPUCABLE
--3 CAP
� STPNDARD �H FOR SUPPLY dc REfURN(NO SPLfTTER)
�1�� UNION
—� PIPE INCRfASER OR DECREASER � SPLf1TER�AldPER
��- FLANGE
-� BIJND FIANGE
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wsaECr
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2010
8
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MECHANICAL SYMBOLS AND
GENERAL NOTES
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�
2
�2(,U OR js�F � -�/OIiAGE CIRCUR BREAKEii (CB).
�� o�BOAi RATINGS AND N0. OF POlES A$ SHOWN.
3P M�►�E►� SPECtFlC IYPE IS REQUIREO.X INOIG7E5
NPE.
�EES:
MCCB - wOIDED CtiSE
iCCB - INSUU7ED GSE
L�P - LAW - vOLTAGE ppWER
MCP - MOTOR CIRCUR PROTECTOR
(M7�P�G PER CONnEC7ED LMU)
� SEPARATELY AIOUNTED CIRCUR BREAKER; 5EE
ELECTRR7IL ONE- lu1E DtACRAAI Oq
SCHFDULE fOR OESCRIPTION
O CROUNO F/VULT PROTECTON
i
52 MEDIUM -VOLTACE CIRCUR BREAICER
'� FUSE, SIZE, AND NUNBER OF FUSES AS Np7Ep
�- D� R1SED CUTOUT, CURRENf MTING, FUSg SIZE,
ANO NUNBER OF POIES!S NOfED
�� FUS�BIE SN'ITCH, CURRE!(f ftATING, FUSE SIZF,
M1D CUAP/TITY AS NOTED
�— NON-FUSED 9MTCH, CURRENT RA11NG, AND
NUMBER OF PpLES A5 Np7Ep
� DISCONNECT OR ORAWOUT CONNECTION
�']�'�� MAGNETIC A1070R SURRH AND
A u � �Aj( wj� SEPARATELY MOUPRED CAMBINAi10N NAGNE�iC
g v v �g ArOTOR STAR'TER
MOTOR COMROLLER AND
0 c� t D o SEPARATELY MOUNTED AIOiOR CONfROIl.ER WRH
SHORT CiRCUR PROTECTION MID OISCONNEC7
MOTOR S!ARTFR AND G 1 FR e igc^o!pf�.
A - MAGNETIC STARiER NEM4 SIZE
B - STA2TER TYPE
NONE - NLL VOL7AGE NON-RE�ERSINC (FVNR)
fVFt - FUIL VOLTAGE REVfRSINC
25 - TWO SPEED
RVAT - REDUCED VOITAGE AUfp 7RANSFORMEH
C - CONfROL DIACRAM OR COMR0�5
SCHEDULE NUMBER (If REOUIRED)
D - CONTROUER NPE
VFD -VMIABIE FREOUENCY DRNE
SS - SOlJO STATE
� SEPAHATELY MOUNTEO COMBINA710N NOTOR
STPRTER OR CONTROLLER: SEE c1ECTRICAL
ONE - UNE DUCRAM OR SCHEDUE FOR
DESCFIPTION
�r nia�►,ut.ovER�o�o ��r
OL
� iHERMAL OVERLOAD REIAY CONTACT
� DISCONNECT OR SAFE7Y SWRCH, 30q 3P,
NON-NSED UNl.E55 OTHERWISE NOTED
7 1/2 OR HP
MOTOR WITN DESICN HORSEPOWER
(WHEN MDICATEO)
OGENERATOR
o TRANSFER$WRCN, CURRENf RA?INC, AND
//� NUMBER OF PO�ES tiS NOTED
O p� ATS -AU7pMqAC
ARS - MMlUAL
t�.�l�.�
� TRANSFORMER
�
G 3-PW�SE. 3-NrtRE OQTA CdJNECf10N
� 3-PH,�SE, 4-WIRE CROUNDED WYE
coNr+�cnoN
SWrtCHBOARD OR PANELBOARq trM1E,Vp�7AGE,
PHASE, NUMBER OF WIRES WFEN INOIGIED
J�
iw iM..`a�.'.
ioo
KVA
�CPT
��
�
O
DMP
�
1
�
�
SPD
�
�t�'OR-'I`-OR —
I
O OR �
r
OV
��
��
�
�
�
�
�
�
�
`
OS
3 � 4
NON-NOTY]R [DAD WITN OESIGN KVA, KW. OR
A1M
CONTROL POYIER TRANSFORMER(CPT)
VOLTACE TR�WSFWtYER M OR Mj
CURRENT TRANSFpRMER (Cn
UTW�Y YNTf-HOIXi METER PER UiIUIY
REWIREMEMS
DIGRAL METERMIG PACI(AGE
RUN i1ME A1EfER
GRWNO
11GHTMNG ARRESfER
L01Y VOITACE SURCE vROlEC7TlE pEVICE
EtECTRICAL CONNECl10N
NO ELECfRICAL CONNECTION
SOLENOID VAWE
CONRiOL/REUY COIL; K INDIGTES TYpE,
Y INOICAiES LOpP NO. WMEN USED
�ES:
CR - CONTROL REUY
� - DEFlNRE PURPOSE REUY
LC - UGHTING CONTACfOR
M - MOTOR STARTER
PC - PHpTO CELL
TC - TIME CLOCK
iR - TIMING RENY
NORMALLV OPEN CpMACT (N.OJ
NORMALLY ClOSED CONTACT (N.C.)
NORMALLY OPEN TIME DEUY REUY CONTACT
WfTH TtAE DELAY ON C�OSWG Af[ER COIL IS
ENERGIZEO
NORMALLY CLOSEO i1ME DF1AY REUY CONfACT
WI7F1 TIME DEUY ON OPENING AFfER C01� IS
ENERGIZED
NORMALLY OPEN i1ME DEUY RELAY CONTACT
WfTH TIME DEUY ON OPENING AFTER COIL IS
DE-ENERGIZm
NORMALIY CLOSED TIME DEUY REU1Y CONTACT
'MTF1 TiME OEUr ON CLOSiNG AFiER COIL �5
DE-ENERCIZED
NORMALLY OPEN TEMPERATURE SYIITCH;
CLOSE ON RISIHG TENPERANRE
NORMALIY CLOSED iEMPERATURE SWITCH;
OPEN ON RISING TEMpERANRE
NORMAl,LY OPEN ftOW SWfTCH;
CLOSE ON INCRFASlNG FLOW
NORMAl1Y CIOSED FLOW S�NfTCH;
OPEN ON INCRFASINC FLOW
OCCUPANCY SENSOR
FOR CONSiRUCTpN
DESCRIPTION
�
�
�
�
�O
aQ0
NORMALLY OPEN LEVEL SWRC�i.
CLOSE ON RISING LEVE�
NORMALLY ClOSm LEVEL SN7TCH,
OPEN ON PoSING LEVFl
NORMALLY OPEN PRESSURE SWfTC}i,
CIOSE ON INCREA9NG PRESSUtE
NORNALLY CLOSED PRESSUAE SWITCH,
OPEN ON INCRE�SING PRESSURE
NORMALLY OPQ! UMR SWITCH,
CLASE ON REACHINC LWR
NORAIM.LY ClASED UAfI Sl4fTCH,
OPEN ON RFO.CIiNG LJMR
D�----0 FlELD WIRING EXTERNAL TO CONTHOL PANf1
--�-- INTFALOCK; X INOICATES IYPE
�E$:
E - ELECTRMlI
M - MECWWICAL
HAND�� AUTO K - KEY
_�00 3 POSfTiON SELECfOR SINITCM, MNNTNNED CONTACTS;
—�_I���X UNlE55 OTFIERWISE NOTED. 2-POSITION St1A1(AR
l
—L NORAMLLY OPEN PUSHBUTTON, MOMENTARY
O O CONTACT UNLESS OTHERNASE NOTED
e I n NORI+W.LY CLOSm PUSHBUifON, MOMENTARY
CONTACT UNLESS 07HERWISE NOTED
'�%� MDN:Al1NG UCHT, X INDICATES LENS COLOR
PUSH TO TEST INOICA7ING UGHT, X INDICATES
� x LENS COIOR
�
m
ir
m
%
//
O
\����
�
O
�x
Y
,y.�x
'�:.t y
�x
Y
�x
r
�x
Y
�Y
�x
Y
iY
nVJtGi MIINAGER SARAFI C. CIARI(
STRUCTURAL P.E J. BLPGK
RllC1URAL DESICN J. MfTCNELL
ARCFqTECfURAL R. ANDREW
PROCESS T.pWGtEY SBOOT
MECWIWCAL B. ALLERHEIUGEP
ELECrRICAL K. BUECfiLEa
ORAWN BV R. NELSON
FNC�a'
R - RED Y - YELLOW
f3 - GREEN W - WHffE
B - BLUE A - AMBER
TRANSFORMER
SELECTOR SWfYCM
PUSHBUTTON
M/SRtUMEMA770N/CON1ROl DEVICE
CONiROI PANEL INTECRM,pR PROVIpEp WIT}i
ASSOCIATED EUU�PMENf
CONTROL PANF1 WRH OISCONNECT SWfTCF{ INTEGRAL OR
Prtwroeo wrrH nssocurEO eou�vuerrt
JUNCTWN OR PULL BOX
PANELBpARO (250V TO 600V)
PMIEI..BOARp (L65 THAN 250V)
ELFCIRICAL EOWPMENT ENCLOSURE SNRCHBWRO,
MOTOR CONTr70l,CENTEN,CONTROI PANEI., OR OTHER
EWIPMENT q5 fNpIG7Ep
PHOTOCELL
CEIUNG/PENDANT-MWNiED LUMINMRE - WD,
COMPAGT FLUORESCENT. OR INCANDESCENT
WALL-MOUMED�UMINqIRE- HID, COIAPACT
FLWRESCENT, OR INCANpE$CENT
CEIUNC/PENDANf-MOUNTED RUORESCEM
FlXNRE
WN1-YOUMED FLWRESCENT FlXTURE
CEILINC/PENDANT-MOUNTED FLWRESCENT
FlICiUR£ NORMAL/EMERCENCV
WAIl.-tlOUNTEp FLUORp^Cp�IT Fl%'fURE
NORMAL/EMERGENCY
EAIERCENGY LICHf Fll(TURE, 2 ATTACHm HEADS
0.S SHOWN
DAERGENC�' UG �TE MOUHTED HEAp �
��p00 Rfr,...
7
�X % DOUBtE-FACED CEIt.MIC OR WALL-MOUNiED
y � � EXIT UCHT: DIRECTpNAL ARRpWS (IF' qE0U1RFD)
� AS INDICATEO ON Pt,ANS
�X �p % SINGLE-FACED COUNC OR WALL-MOIMrm EXfT
Y �pf y UCHT; DI(�CTIONAL MROWS (IF REa11RE0)AS
INOICA7ED ON P1M15
j �x ARFA OR ROADWAY Lltxi� - POLE-MpUNtEp
r
I, IGHi1N Fl �RF[iBn'a�v*c•
'ii X - INDIGTES Fl7CTURE IYPE PER UGHTING
�� FlXTURE SCHEpULE
Y - INDIGITES CIRCUR NI�ABER iRpN PANELBOARO
z - INOICATES CONTROLLMIC SwrTCM (IF REOUHiEO)
$Y TOGCLE SWRCH
X
SUBSCRIPTS:
X - MDICA7E5 TYPE
NONE - SINGLE PO(.E
3 - 1MREE-WAY
4 - FOUR-WAY
HP - iOGGLE SWITCH, HORSEPpNER pATED
K - KEY SWITCH
TE - NANUAL MOTOR STARfER WIiH THERMAL ELENENT
P - PILOT UGHT
t - LICHTED HANDLE
Y- INOIGTES CONfROWNG $N7TCH (IF REOUIREO}
I� SPOCIAL-PURPOSE RECEPTACLE AS OEFlNEO ON P(ANS
� PLUG-W RECEP�ACtE STRIP, OUANRTY AND SPAGNG OF
RECEPTACLES AS N07Ep OR SPEC�FlED
N TELECOMMUNICATIONS OUTLET JUNC710N BOX
C�X OUAD-DUPLEJ( RECEPTACLE, 7W0 NEMA 5-20R
F Y
UNDER COMMON COVER PU7E
X
�y OUPLEX RECEPTACLE. NEMA S-20R
F�x SIMPLEX RECEPTACLE, NEMA �20R
Y aiwcro�aro.
X - IhqICATES 7YPE
CfGY - Gli0UN0 FAULT CIRCUR INTERRUPTER
Y- tNDIGTES CIRCIAT NUTABER FROM PANqBOARp
—� CONDUR NRNING UP
-'--+ CONDUR TVRNING DOWN
�� FIOME RUN TO PANEL, 2 �12, 1 d12G IN
1/4'C UNtE55 OTHERWISE NOTED
CIRCUR RUN BE7WEEN �.VICES IXPOSED MI
NON-ARCHfTECTURALIY FlNISHED AREAS;
CONCEALED IN ARCHfTECTUqALLY FINISHED
ARFAS. CONDUR ANO CONDUCTOq SIZES SHALL
BE THE SNAE AS THE MOMERUN FOR THE
CIRCUR.
-°----- CONDUR RUN BEfWEEN DEVICES CONCEALEO IN
NON-ARCMITECNRALLY FINISHED AREA$ 01t
UNDER ROOR SLAB. CONDUR AND CONDUCTOR
SIZES SHALL BE THE SANE r5 THE MOMERUN
FOR THE CIRCUR.
CIRCUR HASM MNiKS (WNEN INOIGTEDr LONG,
��_ SHIXtT, SINGLE DOT, AND OOUBLE DOT
REPRESEN! PW15F, NEll�RAL, EWIPNEM
CROUNO, MI� ISOLATEp EOUIPMENT CROUND,
RESPEC7NELY. �I12 IN 7/4'CpNDUR UNLESS
Oh1ERIMSE INpIG7ED.
---j qRCUIT CONTINU►TION �.
--� cONDUR STUBBm OUT ANO CAPPED
X7(X CONCUR TAC OR CIRCJR NUM9ER - WIRE ANO
� \ CONOUfT SIZE AS SPEGFlED IN CNtCUR
--�- SCh1EMAE ON THE SHEETS
—--^ GR6UND GBIE
� GROUND ROD
FM FlRE ALARY ANNUNCIATOR
� FlRE ALARM CAti?ROL PANEL
aFlRE IHi1RM M4NUAL PULL STATION
�
��
�A�E�G�` ���s� ��.�do
Ground Water
Rule
Improvements
2010
8
OFlRE AURM CONTRa REUV
OFlHE AIMM CONTACT. FLOW SNTCH
OFlRE ALARM CONTACT, TAMVER SWIiCH
OFlRE N.ARM CIXfGCT. PRESSURE SWITCH
OO X ANO b% SMOKE AND DIK.T OEfECTOR
SUBSCRIPf:
I - �01MZAilON TWE
P - PHOT00.ECTRIC ME
lO% HFAT DETECTOR
SUBSCRIPM1
R/C - RATE COMPENSATION
R/F- COAIBINATION MiE OF RISE
AND FlXED TEMP
R - RATE OF RISE
F- Fp(Ep
� AURN BELL
� AIARM HORN
� AIARM f'IASHINC LIGHT
X� ALARM BELI,AND FlASIiINC LJGHf
�,�,,�� COMBIPMTpN UNfT
�x p NARN HORN AND FLASMINC LICHf
�--LZ CAMBINATION UNR
SU85CRIPT:
NONE - GENERAL AIARW
OEVICE
F - FlRE AlARA1 DEVICE
6ENER� NOTES:
1. THIS IS A STANpARD QECTRICAL SYMBOLOGY 91EET. NOT ALL
SYMBOLS MAY BE USED ON 7FA5 VfiQlEC7.
2. SCREQJING OR SNADMIG OF WORK IS USED TO INDICATE IXISfINC
COAIPONFMS OR TO DE-FJdPF{1SRE PROPOSED IMPRO�EMEMS
TO HIGHUGHT 50.ECiED TRADE WORK REFER TO CONTEXT OF EAI
SHEET FOR US�GE.
3. SEE Pk10 LECENO SNEET FOR PRQIECT-SPECFiC EOUI?YEIYT
SYMBOLS, EOUIPMENT ABBREVIATqN$,AND %PNG$YSTEAI
ABBREW�710N5.
Genera!Electrical Legend
0 1' 2' f�ENN1E OOG006.d�g
SCALE AS pOTED
OQ�006
D
C
I
N.
�
.
0
PRiMARY ELEMENT SYMBOLOGY
—��F--- ORIFlCE PlATE
�--��— PITOT TUBE OR ANNUBAR
-� Fl �r ROTOAIETER
�i'
-�-- SONIC OR UL7WlSONtC FLOWMETER
--0M'� MAGNEf�C FLOWMETER
--( F7 J— M0.S5 DISPERSION FLOWAIEfER
\..J
� FLUME
� WEIR
�— PROPELLER OR TUR8INE NEfER
� VENTURI iUBE
( 1 ROAT SNRCH
LJ
� TEMPERATURE ELEMENT WRN THEF+MOWELL
--{ FC � SICHT ROW GLti55
�/
LINE TYPES
MNN PROCE55 lWE
SECONDMY PROCE55 UNE
AUXILNRY PROCE55 UNE
DIRECTION OF F7.OW
- �i� /l PNEUMA7IC SICNK
------ ELECTRICAL SICNAL
- - - f,rowwuc sa+w
—0-0— SOFlWARE OR OATA UNK
� SIGNAL CONNECTION
--{--- CROSSOV6i -- NO CONNECiION
1
—x—x— CAPILLAKt
CROSS REFERENCE SYMBOLOGY
h3 CONTINUAMNi ON OWIMANG 1-3
I-3 COMINUATION ON DRAMPNC I-3
J�
�.d......�
a
2
3
11`1JII�VML191 JiM
OLOCALLY NOUNTEp FlEID INSiTtUMEPRA710N
eYOUN(ED pN PANF1 FRONT
� MOUNTED iNS�DE PANEL
�xxx
FROM PANEL YqN1fFD ON AU7(ILNRY PANEL
Yq fFD
(SUBSCRIPT INqCATES PANEL)
QMOUNTED WSIDE AUXILIARI' PANEL
♦ i
PILOT 1JG/1f
i \
l 1 1 INST2UMENf FUNCTK)NS SH�R{NC COMMON
`/`/ HOUSINC
OI COMPtE% INTERLOCK AS DEFlNm IN CONTROL
DfAGRAAA OR M SPECIFlCATIONS
� SMARED DISPLAY, SHARED COHTROL,
FlELD MOUNTED
� SFWtED qSPUY, SHARED COMROL, PRIMRHY
LOCAiION - NORMALLY ACCESSIBLE TO
OPERATOR
� PROCRAMAMBLE LOGIC CONTROI., PRIMARY
LOCA110N - NOfiMALLY ACCESS�LE TO
OPERATOR
B PROCRAIIMABLE IOGIC CON7ROL FlELD
MOUNTED
ACTUATOR SYMBOLOGY
4 OPERATOR ABBRE�MTIONS:
A1 . NOTOR
P � PNEUMATIC
� s . so�Nao
FLOAT OPERATOR
p-� SPRING OPPOSED SINGLE ACTINC
Lu PNEUNA7IC CriINDER
I
� OWBLE A(,TNC PNEUAM7IC CYl1NDER
� PNEUUATC UUWHRACM
�N- PNEU4ATC DUPHRAGM WfiH POSf110NER
TYPES OF POWER SUPPLY
A PVWi COMPRESSED AIR
U INSRiUMENiATON AIR
ES EIECTRIC SUPPLY
NC NA7lIRAl CAS
F1YD HYDRAUl1C
i5/20t0 ISSUEO FOR cONSTRUCTION
DATE OESCRIe�TION
PRQIECT
4
I
FlRST �E7TER
MEF5URED OR MODIFlER
wm►nNc
vue�
ANALY515
BURNER,
COMBUSTION
USERS CHOICE
US�RS CHOICE DIFFERfji1WL
VO�TACE
FLOW R17E RA710 (FRACi
USER'S CHOICE
HAND
J POWER SClN
K TME, iIME R/UE OF
TIME SCHEWIE CHANCE
� lEY0.
M USER'S CHOICE MOAIEfRARY
N USER'S CHOICE
O uSER'S cHOICE
p PRESSURE,
YACUUY
Q OILWiRY INiECRA7E.
TOTALIZE
R itM�At1oN
SPEE6.
S FREQUENCY ��
T TDAPERATURE
U MUL7NARIABLE
y NBRATION, MECH.
AMALY515
5
SUCCEEDING LEffERS
RF.AUOIJT OR
P�$IYE �� MODIFlER
NNCfION
ALARM
USERS CHOICE USERS CHOICE USERS CHWCE
COMROL CIOSED
GtA55.
NEIYING DENCE
HIGH
MOIdUE
COMROL
UCHT LOW
MIDDIE,
INfERMEpATE
USER'S piOiCE USER'S CHOICE USER'S CHdCE
ORIFICE,
RESTRICTpN
POINT(TEST)
CONNECTION
RECORU
SWITCH
TRANSLAfT
W�TIFINdCTION MUIiiFUNCTION MULiIFUNCTION
VALVE. DAMPER,
W WQGMT. FORCE WELL
X UNCLASSIFlm X AXIS UNCVSSIFlm UNCl/SSIFIFD UNCLASSIFlED
y ��� �A� Y A%IS REUY. CONPUTE,
OR PRESENCE CpNyER!
DRNER,
Z POSITON, ACTUATOR,
O�MENSION Z�15 UNCLASSIFlED
a
AO
CLZ
CO
CO2
COMB
COND
DEN
Dt
�
Fl P
N25
NCL
IP
n�ox
a
oz
PktO
n�
WAN
RAH C. C
BLACK
MfTCN41
��
� ���
ELE1�tENT
MISCEUANEOUS INSTRUMENTATION
ABBREVIATIONS
ANALOC INPUi
ANALOG OUiPUT
MODIFlER)
uoaFl�)
RE
�� �•W �
" '�',..
�
, 'S �0 Vail,Colorado
6
CONTROL SWITCH NOTATION
ABBREVIATIONS
��
ACK ACKNOWLEDGE
ESTOP EAIERGENCY STpP
FNL fNIVRE
i0R PORWARD-OFF-REVERSE
FR FORWA(tD-REVERSE
F'S FASf-SIOMt
HA HAND-AUTO
M�O� WWO-OFF-AUTO
HOR HAND-OfF-REYpTE
u �no-uc
US liAO-UC-STANDBY
LOR LOCAI-QFF-REAIOTE
LR LOCAL-REAIOTE
LS LEAD-STANDBY
MA WNVAL-AUiO
OAC OPEN-AUTO-CIOSE
OC OPFSI-CLOSE
OSC OPEN-$TOP-C106E
RJ RUN-JOC
RJR RUN-,lOG-qEVERSE
Sll SI�ENCE
SS STNtT-STOP
VALVES
—�OH— a�lA.V�LVE
�/f--�— 9UT7ERFLY VALVE
—ICF-- CONE VAWE
—�--T�}--- CHECN VAWE
�� DOUBLE 05K CHECK VALVE
��0�— BALL CHECK VALVE
� Db1PHRACM VALVE
—�►-- �,��w�
---�i}o-- GLOBE VAWE
�--�tl� KNIFE GATE VAWE
�--�-- NEEpLE VALVE
—C=.}— MNCH VALVE
�o� �uc vW.vE
1
--IOH— THREE WAY BALL VALVE
1
—i O�— n+REe w�r r�uc vu.ve
� PRESSURE REDUdNG VALVE
� PRESSURE REGUU7ING VALVE
� OR � PRESSURE REUEF VALVE
�.. NR RELEASE VACWM VALVE
A a NR RElEASE
V s VACUUN
Ground Water
Rule
Improvements
20�0
7
8
MISCELLANEOUS P & ID
SYMBOLOGY
GENERAL IJ�TES:
i. n�is is �sr,wowm iNmw�etrunoN s�ots �ro
AB9tEVL1710N SHEET. LISTING OF SYYBOLS ANp
ABBREW�710N5 DOES NOT IMPLY N1 SYYBOLS A�q
ABBREVUnONS MAVE BEEN USED ON 7FN5 PRO,IECf.
2. SEE GENERAL SYM80L SHEET FOR LMSCELLANEOUS PIPING
SYMBOIS.
3. SCREENINC OR SFNOMIG OF WORK IS USED 70 INDICATE
IXISTING COYPONENTS OR TO DE-EMPHASIZE PROPOSED
IMPROVEMENfS TO WGHUGHi SELECTED T�`ADE MfORK,
REFER TO CONTDR OF EPCH SHEEf FOR USAGE.
4. VAWE Sl'YBOLS SHOWN HERE ARE APPIJCABLE ONLY TO
PkID'S. SEE GENERAL S/MBOL SHEEf %OR V/�LVE SYIABOLS
USED ELSEWMERE ON Ti�E SFiEE�S.
General Instrumentation Legend
a t' Z' FlLFibwE OOG007.d.q St+EET
SoV.E 1(IS OOG00%
D
C
B
A
�
�
s
/
�I }�//
��� O l��.�`��J E6WARD3 DW.F.-fACllidTY;
, ' � , � ACCEcc rznen . .
� `�
�„ !oar,r'
�\ �r / _ _/` ` •
......i,__ �_r � \ �I�Sf
: ....�......,,,, ���FA
� � '-•.
i"� '� •
.....�` 1 �i.` :`�
".�,�_�- � �,�
�I �' \\ {i'\ '�,�
�l y� ,.. -���__• `'M1-���
` �J' l `�
�`\' 1 �\ ,,`.....�` M1\
._J i ;��_,..�
�. - 1
3
.. ��� � v � l_W.«»�'"'��
N
� Vicinity Map
ra scuE
JI' �`
����
. .. .._.__...
, . 6 _ ., h ��
_�_____� ,
��� '(y' 7 I I
`\ ..._—.��'+. �_..� � _�
1
�
PRWECT
4
DO NOT BLOCK
ACCESS TO FACIUTY
.\
`��
5
:,�1
.�'t.
.i`t
'•i`
'` ,,�
._�
`,
�'� ��
:, :,
, i
.�. .,� t
.\.
'i
t1 •�
,�`,,, .
�\ :\,,, :
��;` ,1,� ,%`
��+�
�� .
\\��
L
�Y.
l^
\� �'•
(STAGING AREA
�'r,
:�
`�Y,
. ��%
`Y ,,11
�,' r' .,.
��,
:� .,�` .\
\ �� ��` �`.
. `�� .`
�.
Y�� ~� ,�
.
�1'� .
�?.
�J� ��
`
� •:. `J��. \,�
\\ ` �µ �t�\ �
?�{i' _ " �.� `�� ��
_.__� �� •� �
`�. �� \
�'`---_..._... � �v-��� � a ��,
�.�� � '��
• �� �\ -\�; Y\
EDWAROS
ORINKING
WATER
FACILfTY
O
� o
0
7
8
\
\
' ,
GENERAL NOTES:
1_ 0p NOT PAF2K, STACE EOUfPMENT OR
BIOCK EMRANCE TO RESf AREA
2. COMTRACTOR TO COFlfAC7 ERW50 TO
G41N ACCESS PA55 TO STAGING ARfA
SfTE.
. .� Y'.... �\ \��\ \- �
�:° \•_.1 r�- \ \\ �\ `��� \\1 \
�� ''1_.
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.� �, , ,` ` , \ \ . ?\\ .� �
•.� � ,�� �., = f "r•. \ .,:i``._ \�
� I �1��'�`' w,� �� i . [ � . .
�\ `t` '�' '� ",ti ;� i"TT�"�,� � �\ �. \�. \
; , ���' +c� � `� � \
�t '. �t ,�, .
\ \\t�'` .7j ,��'W.S �d `����� � �`�';`'�. ��� �
\ � �� � � � � �� �=+�-..i `i„� � \� � . ,'l ,
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'--i...�- -------_._ RNER `�•-� ..:i.., � \ti t ` �� � ��
i; - �.\s_� �1 �\\t� ���\\`�� �`
--_.._ � - -� - �, . �\\'.� � �� �e
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(� .. "'\. -- �� `t -'� . J�
- n� �'��,��'J� � '% . , ��'r \ \ �,��
� 1�`� � /��� �-� � �J�
� i
__��. . \�.���, `�.°\` .. \` _ . .<.
�'�._. <S'• �`�.
MANAGfR$APAM C. C
IitAL P.E.J. BLACK
L UESIGN J. WTpiEL1
�'ECTURAL R. MIDREW
vEGSpv
�
�'
Vafl,Cdorado
Ground Water
Rule
Improvements
2010
Construction Staging Area
o t' y FILEwAME o0G0o6.d.g SHEEf
sca e r=so' OOG008
0
c
B
A
0
DiSPERSE W2CE ROCKS IN TMIS ZONE
PROVIDED R�KS DO NOT INiERFERE WITN
BACK FILL COMPACTION REOIRREMENTS
BOULOERS GREATER TWIN tfl"TO BE REYOVED
FR011 BACK FILL AND OISPOSED OF OFi SITE.
�ROQ( ALLOWED CREATER TNAN 6� __
� ,�\���
���:.
vutirs
r(�'� i�
_NO ROCK ALLOWED
GREATER THAN 6'
PIPE SUB GRADE. STABILIZATON
MAiERIAL IF REQUIREO —
�'
i
/
/
/
/
/
1
I
I
i/*- ss Pa�
t/411"5.5. RINGJ
5.5. INSECT SCREEN
(32x32 uESH)
0.010 OfAIAETER W!RE
z
3
SEE SPECFlCA710N5 FOR �
COAIPAC110N REQUIRE►IENTS
�
�\ � �l
__����
�' \
i `
/
/
/
1
�O'RING GASKEf
1/4' ,nXt 1/�' S.S
BOLT (7YPICAL OF s)
/i0-32 5.5. FUT r+EnD
1MCMINE SCREW WITM 5.5.
HE% NU7 (7YPIGL OF 4)
VENT PIPE DETAIL n
NO SCALE ODC007
��
IYt F�YL K
, TRENCH BACK FlLL
%��
\ BEDOING ZONE
SEE BELOW
LOCATION TAPE i0 BE
PLACEO 12' A80VE TOP
OF PIPE OR AM'
PROTRUSION
4
S
LOCATION TAPE TQ BE
PLACED 12� ABOVE TOP
OF PIPE OR ANY
PROTRUS10N `
��/ `7fiENpf BACK FILL�
/�\��, q.�. oo:q
o 0
CO►MACTED 3/4' /��`"��-�� . - - �
SCREENm ROQ( � .. . .p.p s__
,/ :pp °
` l O .
\ �q.
� '
UNDISTURBED//,(� �.:.���� � �.
SOIL \�.O��O' � ..O �C��: 4.
i;�bo.. o o �o.
PIPE SUB GRADE/
PIPE BEDDING n
NO SCALE 1
tl4ff.5:
t. E%TEND SLURRY�DDING l2'ABOVE TOP OF plpE OR LEVEL
WfM A0.IACENT INTACT ROCK, WHICHEVER IS GREI1iER.
2. FOR MDftIONAL TRENCH qMENSION REpUIREMENTS SEE
�icw ntewcH oEra�s
REVECETAIE /�[,t,ARfAS
DISTURBED BY CONSiRUC?ION
♦�TOPSOIL ;o
�
� ci��.-;'.. _';'..
� _ -.,_ ::.��Uq W/�RtNNC TAPE
o .
_ "' COI�ACIED BACKFlL
� '
� TRENCH SIOE 5l,pp�/S NEEOEO
FOR 5T/1BIUfY
-1;
i' �
'J; - SLURRY BEDDING
CE717Qt PIPE M TRENpi
��Z �
�M�N� D(CAVATON UNE MAY BE CURVED
TO SHAPE OF TRENCHER, RWNfAIN
IMi. OF 6"THICK BEDONJC LAYER
SLURRY BEDDING
PIPE EMBEDMENT DETAIL n
� �� �, p �1
PRQ1ECi MANRGER SARAH C. CLARIC �C�
STRUCRIRAL P.E J. BLACK �����
STRUCNRAL DESIGN J. YRCHELL i
ARCHRECiURAL R. ANDREW • A�.A
PROCE55 T.WlIGlEY�5.90D7NER ; .�0//,
MECFIANIGIL 0_ N1E(�E�UCEN ►1
ELECTRIGL K. 9UECHLER v
DMWN BY R. NFl S�M �����«
�, , � i
N
BEDDING
20nE
t/�O.D.,
6'MIN
UNDISTUR�D
FARfFI
ne aocK
�s: niRUSr RESrRaHr
1. ALL EDGES 70 BE SAWCt1T.
2. iF iMf EXISTING ASPMALT WIDTH
BEfWEEN TNE EDCE OF THE
TRENCH AND THE LIP OF THE
ExiST!NG GUTTER IS 3'-0" OR
LESS, TNE EXISTING ASPHALT
SNALL BE REMOVED ANO .
REPUCED.
w�omc 'sx'
RMM�G"S'(2 LIFTS)
IASS 6 AGGREGATE
COURSE
BACK FROY
EXGVA710N $O THERE
5 A MINIMUN OF i
FT. OF UNDISTURBED
SUBGRADE 6EWND
THE TRENCH
r
�/�
�D VaII.COIOfadO
7
R
���������
� oeoaaooeooa0000a000000a000
��m�m���m��m�mm��aaoe�oe�
� � ���■������■���■��■�����■��■
m�a���oo��o�om�mo�moaoveose�e
��a��o��om�om�o��m�emaemaeoe
�eaevee�om�oc��om���a�ao�0000
r-�--i-��
I
lEE OR VYVE
���
���
sa eFUe
�`�/���
9EtlG5
ra7ES:
1-LENGf�6 OF PIP[YEw51MED FACM MNY irtOY YILVE3
ANO BENOS.
2-f1NP5�dD RODS NOi ALlOMEO FOII 2a',Vq tAp6ER
PWES,USE Rf3TRNNEO JoMlTS.
�-o-ow�eren.�-�cncn�c-cw�ac
YS.=41LD S�EEL.H.Sa1a6M SIRENCiN
�-WNMUU�.5'GROUNO COKR REWptEO,
5- BASED ON 250 P51 INT[NNtI,PRESSUK,►OR L
6-1L5.YFANS YIlO SfEEt ROD�.S.i.M.STANDMO
OESIGIMTION�-J6.
]-M.A NFIN9 NIGN 5T11fNGTH ROD AS.T.Y.ST�NpVID
DESWN�Tqp M/9�GfMOE 8-7.
e-rwm ywi ec�s.r.w.sr,wwno oESwwmoH�-w�
GR�pE A OR 9 XE7UGON N(AW$ERI(5,
9- SEE TIE ROO DETNI OMwInG. ALSO.7IE Na0 COURMVG
UEWLS.CUN1P DEfNtS MA SEf ClM1P OEUIILS.
,a-�cxcrH nccrcRS ro THC,WOUr.rt ov wrc rmicH rusT
BE 71ED TOGEfMER NVO IS NOT NECESS�RILY TMC LpV61M
Of iNE t1005.
il-LENGiN OF TEII%PE CNMT IS AL50 FOR TXE IENGiM
OF,pIM RESTRNM fpi uEGLUCS.
17-CAOSSES Att6T BE RESfRNNED IN NL MPLK'.�BLE pRECT10N5.
1]-17'NIp SYALLER IN UNE VKVES AW TEf$9MLL INVE A MECN.
JOIM RESTwuNT DENCE ON EKN SioE ov n+c rm�r�c op vlu.ve.
uECINNMwI JON17 RESiRNNT DENCF SMKl B(PEA MS-qB OF
TK ENCivEE�r.G STw�MR05.
1�-�fECONO V/�V[WLL�REWIRED TO BE ClOXO WNEN
E%GVAiN/G NE%T TO NI E%ISTING V/LVE
LENGTH OF TIED PIPE n
� � �,
45' (TYP)
UNDISTlX26ED ���R�D EM�H�
� Pourtm corx�re
F—�II- — I Jj�l
.�I
1
,�� � _I�
���
NOTES:
1. PLACE 4 MIL POLYE7HriENE BETWEEN
CONCREiE AND F�T1NG.CONSfRUCT BLOqC SUCH
THAT CONCRETE pOES NOT INTERFERE WITH iHE
ADJACEM PIPE JqNT.
2.7HE NEIGHT (h) OF THE BLOCK SNALL BE
EQUAL TO OR LESS TF4W i/2 TME TOTAL DEPIH
FROY FINISHED GRADE TO THE BOITOM THE
BLOCK 8UT NOT LeS$THAN THE PIPE pPiAETER.
3. THE HORIZONTAL DIMENSION OF THE BEARING
MEA SHALL BE BETWE£N 1 AND 2 TIA�S 7HE
VERTICAL 011.1ENSlON.
4. iHRUST BLOCK ORIENTATION SliAt1�SUCH
7HAT THE CEMER OF 7HE FfTTINC COPRESPONOS
wrtH THE co� oF n�e rriRUSr�oac.
5. CANCREfE SWLLL HAVE A MINqAUM
COMPRESSNE STRENCTH OF 4000 P51 O 28
DAYS.
6. USfED AREAS ARE BASEO ON TfST PRESSURE
OF 250 P.S.1. AND AN ALLOWABLE SdL BEARINC
57RE55 OF 2,000 l85 PER 50UN2E F00T.
7. AiIN1A1UM AREA REQUIRED MnLL BE THAT OF A
B-INCH Ft1iING.
NOTE SCHEDUIE FOR AWWA C151, IXASS 52 PIPE. 350P51
NTHRUST BLOCK DETAIL �
Ground Water
Rule
Improvements
2010
General Civil Details
0 t' Z• FlLENAAIE ODCO01_d�g
SCA[E NO 9CALE
�
C
e
A
�
oEra�
s
NOTE:
CLEAN OUTS SHALL 3E LOCAlEp
AT EACH BEND IN SANfURY SEWER
SERVICE CONNECitON
B'TFiCK. 1' M70E
�CONCRElE CALLAR vLACED
GISf IRON L1D 8017@ I AROUND 7}E CLFMI 011f
�• py� �� i TO hIE RINC
SHALL BE PLACED
NDR TO AIANHOLE r w.
4"CLEAN OUT
PVC Y. AWN 4' py� � ADAPIER i7fTING IYfiH
. a^ vvc nx�oeo vu�c
FLOW DETNL
CONCREfE SUPPORT
FOR Y AND BEND
UNDERDRAIN CLEANOUT �1
ra scn�
USE CALVANIZFD STEEI OR OIP
PIPE IS TO BE LAID TO
PRONDE POSIIIVE AIRFLOW
YH FRAME Mq CO�ER M520
LOAOING RA7ED OR EQUAL
3' �EN7 W/YNRE 1AESFi f�iG 3 COVER-SET TO
SCREEN ANO CLAMP-EX7END P������
3'ABOVE FNJISH CRADE 2'-0'-I S�RFACE
�j
z i'_�•
3
SEIMER
..� W�. ....�,.�..��::�..�..��..�.�.� .. _
.,�. _.�a
�
4
///�--co+rER oc vwE�cu
/ TO BE PIACED IN UPPER
/ i►��RD oR SErrER ►��w
ROM
8f `22-1/Z LONG RADIlJS
BEND OR IS BEND
— —— — -ven�.u-,aMrr sroP-—R
6' SiEfl FENCE POST
(PAN(f 1' OF TdP CREEN)
PLAN VIE1N
NOIE:
LOCATION TME 70 � � i
PIACED 24'ABOVE PIpE
OR M1Y PROTRUSION
\\ ii �
u
SERVICE UNE- SEE � p�E 3N LOGTNG DISK
SPECIFIG710NS �/-qpPROX. 1 Ff ABOYE
t20� �n�W SERVICE LINE. DO NOT
! ___ ___ IXCEE� 4' pEEp 0:gUiry
`� I � � I
--- -- �
R
sECnoN wEw
SEWER SERVICE CONNECTION �'1
NO SCALE O00002
NOTE:
s MAX ��T ECGENTRIC CONE
PIPE OEPiH NO LESS � o �
1HAN MMlIMUM ry I y�•E�w � INSTALL 1�DIAMETER RAM NEdC(OR
EWA�)ON INNER ANO WTER RINCS,
PROVIDE 1.3�DIAME7ER RAM NECIf ON
ALL MANHOLE STEPS MANHOLES LAitGER THAN 48'.
PLAS7IC COAIED MA
INDUSTRIES OR EWAL r PRECAST REIFFORCED CONCREiE
MANHOLE BARREt PER
5�MIN /6 O.C. ASTA-C47B WITM STEPS
INSIpE UP TO BE HICNER �I 4'SVMP PIPINC PER
THAN WTSIDE LIP —# SPEC SECTION 15060
DUPIpf SUMP PUMP, SEE a�• t a GAiE VALVE(TYP)
DETAIL 9 7HIS S11EET. ►yN 2 x CHECK VALVE(TYP)
1/2'CV 1' UNION (TYP)
Z
s FROM WEU. INVERT NUST 8E BEIOW
HOIISE MIMNUN WA7ER LEVEI
VE
� F100R DRAIN _ ABOVE MANHOLE FLOOR.
GROU7 -
y �_.�Y•; PRE-CAST MANHOIE BASE
AND FlRST BARREL SEC710N
MIN. 12' C01iPACTID '..+�� - •�� CAST NONOUiHIC ASTM-C476
3/1'SCREENED ROCK _ �q_ � _
6FTdA
� PUYP STAND W/A
PUMP 1 ON O 24� EX7END INLET SO IT MW. HE7GHi OF B�. MIN. 3' Of 3/4'
PUMP/ OFF 9 6' 7ERMINAlES 5"ABOVE SCREENED ROCK
n�e Borrow oF n�e nvp.)
G NERei NO C MANHpLE.
1.ALL CONCRETE MPORK SNALL COMPLY WITH LAiESi Ad-318
SPEqF1CAl70N5
SUMP MANHOLE DETAIL n
NQT i0 SCN.E
J�
�e....�.�
STANOARO NANHOLE LIO 96'O.D.
MARKED SEWER.�OF SB'O.D.
LEACHING
H�T T� SCALE
❑ � � � �
� � � � �
� m � m �
� 0 � m �
O �! �i � a
♦'
� 0 � � 9
❑ � � 61 �
� � � � �
� 0 � � o
� � � � �
SiRIN:fURAL
ORAYYN
aieaECr Nuu
4' GALV,u�ZEO SiEEI OR
dP�EHT PIPE W/WIRE
MESN SCREEN AND ClAA1P.
FU7 COVER HS-20-44
W/ 307G MAPACT
�WRAP IN GEOTECH
IAATERIPL
�THE DESlGN OF
OPENINCS N10W5
MA)(IAIUM FLOW
THROUGH THE
CHAMBER WMILE
PREVENfINC DEBRIS
FROM ENTERING (12
OPENINGS/VERTICAL
FT.)
INSfALL FUp GATES ON
ALL PIPE INLEfS
�SURGE
BLOW-QFF
UNE
FOOTER RING
�� �41N. t Y COIAPACT 3/4'
SCREENEO ROdC
n
p0 RE
Wi C. CIARK �0�:�• `` �
BUCK �
1MTCHELL i
""°R�" � 3648
���„5.� e �
����
BUECFILER t►_�
5
6
1WNGUARD�' BIOW-OFF HY�RANi � 4710
( �
/ '
/��a lf. I I
iV �
�W I I
a � �
�rc I
�� ' I \�
� ��UNpSTURE
CRUSHED ROCK - � �US
���_' ..:. . .�_� . t
4'9RA55 STREET "L
�\�� � '�, ••� � (NOT 9Y KUPfERLE
\��j N \�/ �/�\ F�
�\/\ \ \ \ \ \� CONCRE7E BASE BLOCK
�\���\���\���\���\/��\��\�� _
HYDRANf DRAIN PR,
v cue�c vr or �-i/Y
OR 3/a' WAStaEp ROCN
FLUSHING HYDRANT n
NOT TO SCA�E OJC701
0
I
�
.'a�
�€ FlLL NATFi
CONCREfE
AND ROUND TOP
PIPE BOLURD
8'�, SCHBO STE0. PIPE
1/2�COMPRESSIBIE
FlLLER ANO SEALANT
7
8
2'-0' 4'-0�
PROVIOE JOIMS AT SPACINGS SHOWN, 7YPIGL
LOCATION OF
FLEXIBLE CONNECTIONS �1
NO SCALE 101
CONCRETE
TNtiUST BLOCK
. h�
• ; -�
I
MARKING TAPE
TO BE PLACED
-vn�ve eax t 2+•�9ovE
CATE YALVE T� OF PIPE
'GAiE VALVE I
10 CAUCE
-YECl�LUG OR INSULATED
RESiFtpNm COPPER WIRE '�.
JOIM SMALL gE
INSUUTE�
Wfi}i ALL RPE
- - � I
1
FlNISMED GRME, EARTH BIOCK
(ONC�S,R PAVEMENT yyATER MAIN TAPPING DETAIL n
i
N07 TO SCALE
�� /\/� � � Sl1RFlIK� OVER PIPE
'�• �\/�� ,�\_
i\� . � 6� i1,�
o � �`,/ -..Y�i LOCATION TAPE TO BE
TRENCM WIDTH PLACED 12"ABpVE
� TOP OF PIPE pR ANY
+ I (VARIES) p{:p7RUSI0N
i .
I CONCRETE FOOTING ppT10NAL FOUR,\� • .. �.�, .
� ���UNDISTI�i8E0
CONSTRUCiION . '� `�' /t4 BARS -. �
i `�T � g � 3• CLEAR -���`
FF"�i � `� 4�,.
�'."'.
oana+w .f.� -
� � corrsrnucnor� �
( I ?d--�-. '1�-. i2'wro
� �7�y�j.7.�' r ^�-:: 1:� UI�IS1l1R8ED
NOTE: '_8• � ii'1 ���` 4' TYP:'�%. �2.e SOIL
N07E:
1. REINFORCING FOR CONCRETE SLAB NOT SHOWN. �ROPRIATE DRAM15 TO DAYUGHT ARE TO SECTION A
BE LOCAtEO ON 1HE UPFULL SIDE OF
CONCREfE BLOqCS SEE�tWND WAiER
BOLLARD DETAIL ��, ��ER DETAI�
�r Ta � NCHOR BLOCK DETAIL n
^�0� 7p S�M�E ERWSD OEfNL W-6 -
r�i
�
�i�
VeN�CO�OfadO
Ground Water
Rule
Improvements
General Civii Details
O t' 2' FILENNIE O00002.d�g SNEET
2070 SGLE AS MpTEp � Q(j(,Q�
D
C
B
A
�
MARE 41ALL EXIT
PIPE 6' BELOW
CRADE �
s
DEEP 7VPE
VALbE 80%Lb
FOR WATER PIaES LESS
7TtAT Y DEPTH OF BURY
TO i0P OF PIPE AND/OR
�•�r\�\�5� i\`i��i\�. na,wsEwEROe n�oFS asm�cr�raROVa
'� � �� � � � BURY TO TCP OF PIPE COMPAC7ED
_ BEOdNG MATERIAL
WRAP 10 CAUGE
. � UNOISNR�D SOII�
INSUU7ED COPPER MARE �
OVER VAL�E BOXES �- p�pp STVRO�OAM INSUU710N---��
PROVIDE AACK ON WIRE �. . ' gpqRD 7XK7CNESS TO BE
3
TEN CAUCE WSUTATED
COPPER N7RE TO
FOLLOW WATER MAIN
4
5
6
7
lNSTAIL A SINCLE STRAND (NO LOOPS) OF
NSiffS: COPPER WIRE TO THE TOP OF VALVE BO%
_�MARKWG TAPE TO BE PLACEO � �������T MINIMUM BURY DEPM ALLOWfD � ��OE OF UPPER VALVE �7( SEC110N
24�A80VE INSkATED Q�Y WITM WRITiEN AppRWAL fROM THE OISiRICT Pq1pR
�TRENCH POR710N OF 1}IE PIPE
OACKFlLL� TO COMSTRUCTION. INSUUTION SFi4LL BE INSTALLF� ON
ALL PIPE THAT OOES NOT MEET MINIMUM BURY
REpUN3EMEHfS.
W
�-:i.`:?;�i2:�"•' Z
�.�;�:.c,r,:�,s' �� H 2. SEE SEYIER AND WATER PIPE BEOqNG DETAIL FOR
c .. . BACKFILL ANTERIAL ANO COMPACTION SPECS.
.-� �\;.� �
" !�'' 3. INSUlATq1� SHAU BE INSfAL1E0 ON ALl PiPE THAT IS
',,,-I���/ '._. g TFIERYOWELO OR USE A NO. 6
y m MRMN 7W0 FEEf OF MIY DRNNA('E CUIVERT.TNIS COPPER CONNECTOR TYPE
APPLES 70 TME BOTfOM OF 1HE PIPE FF IT CROSSES g��•�p yC6 OR EaIAL
dVER TOP OF TF�C��ivcar
. . OETERMMm BY ENdNEER 6. 1/4 O.p., 6� NIN.
� � . • PIPE SUB-CR i iN
� . CONPACT BACKiil TO 987G
� STANDARD PROCTOR TO
� � � � � �� � SURFACE TO SUPPORT
' VALVE BO%
�� ���
a�/�\f \ \ vA�,�eox sarraa
�����
�\
\\���
�-VALVE
i �/�`.
1. VALVE BOX�5 TO BE INSTALLED PWNB,LEVEI, AND CEN7EREp ON 2' NUT.
2.IF iHE DIS'ANCE 70 THE 70P pi TNE OPERATING NUT 10 7HE i0P OF THE
VALVE COVER IS GREAIER AIAN 9', AN EXTENSION SlEU NALL 8E REQUIRED
ON TNE OPERA71qG NUL TNE IXTENStON MUST BE SECURED TO THE VAI.VE
OPERA7ING NUT.
GATE VALVE AND 80X ASSEMBLY �1
NO SCALe EFiWSD DETAIL W-OB O00003
3��1"
l__.
1''1
!y
��
AND WAI
2E'
2�/�' ' 3��4,
�
14'
NOTCHED
BLOCKS
S�DIA ■ 10'BC
IN 3�4�HOIE
6' POST
W6 �9
CTFFI }-� � SEE NOIE 15
L J
DOUBLE BLOCK AND RAIL MEDUIN BARRIE
6UARDRNL TYPE 3 (DOUBLE)
3�/4�
Sje a�. . iC e
w+3/a'NaE—
S/g"MEX
AIA WA;
1J�/4�
14
- NOTCIiED
BLOq(
ws K s vosr (PwE�t)
ur �EL PO� dc NOTGHED BLOCK
(NOMINAI OIMENSIONS ARE SHOWN FOR 7ME PO5T5 d[BLOCI(S)
GUARDRAiL TYPE 3 W—BEAM n
SCALE: N.TS. CDOT DETAII M-606-1 SMT 2 AN� 7 OF 15 ����
• J MIN_
SHALLOW TRENCHING DEfAIL n
NO SCALE TAKEN FROM ERWSD STANDARD OEfAIL W-20 O00003
NOTE: VA�VES SHALL NaT�INSTNIEO IN BAR qTQ1E5.
PROPOSED LOGA71pN5 SHALL BE APPROVEp BY 7HE pSiRICT
PRIOR TO INSTA�UliON,
4Yt'PUMP NOZZLE
IN�IUiID 10 CAUGE COPPER TRACER WIRE SNALL BE (fACE TO TRAVELE�
INSfN.LED IN THE WAiER MAIN TRENCH, SURFACiNG
OUTSIDE THE WUNUNE V,LLVE �XES AND NIXf TO ALL
FlRE HYDRANTS. CAD-WEIDS SFW1 BE WELDED AT ALL
WATER NAIN JOINTS ANO FlTTINGS ANO PROTECTED WRH
COAL TM, THE COMRACTOR SWLLL TEST CONDUC7MTY
OF THE PIPE ANO TRACER WNlE GAiE VAIVE NILL BE MINMUM 36' FROM
IOC�TFD ON 7HE 7EE FlWSH GRAOE TO
MARKING TAPE TO OFF TiE AIAIN 5{�ER Nllr
BE PUCED 24'
ABOVE PIPE OR
ANY PR07RUSION\
FLAG ON HYDRANT TO
LOCATE IN NANiER YMEN
HYDRANT IS CO�ERED W
sNOw
2-1/2'
CONNECTION
SEE DETAIL BREAKABLE FLANGE 6" --"C"^�'nr•-
� 7Hi5 SHEET MAXINUY qSTANCE
WATERMAWS TO � s�. � ABOVE FlNISNED GRADE
BE BURiED A7 i BRINC 10 CAUGE WSUUTED
7'-91/2'MINIMUM COPPER NIRE TO SURFACE
CO�ER, � VALVE 80% T-9 1�'COVER AT ALL FlRE HYDRANTS
�g � ANO CATE AND CONNECT TO MAIN
SPECIFlCA710N5 ��� LJNE TRACEft UNE
JI�
_�.......
WAlER MNN i1tACER N1RE
� MECALUG 12'BEDpING ON TOP
. OF HYDRANT Ski�o gd,�p
a���
' • � ' CONCRETE
e " THRUST
> o BLOCK
y.�=.>.__�:_.__...:' �( ._.....,a°08 o2._p. °o oa '
\ . �_♦
�BEDDING,�SEE
BON�BREAKER SPECIFlCATONS \ DO NOT BLOCK FlRE
� / ���E� NYpRlWT ORAIN
GATE VAL�ES FOR FlRE HYDRANTS BLOCK �TM BASE OR
CONCRETE THRUST 5�,�,LL B'e RESTRAINEO W1TFI BASE �-�
BLOq( MEGALUCS TO THE WATER MAN1. FME I
HYDRANT UTERALS Sh1ALL BE 3'-6'----�I HYDRANT DRAIN PIT, 27
RES7AAINED MATH MECAlUGS TO lME w�V�_��
GUARD VAIVE. AAECALUC RESTRAINTS ���FT� � �-1I2�OR
ARE USED IN CONJUNCTION NIiH J/4'WASHEp ROCK
iHRUST BLOCNS.
SEE NO7E• FIRE HYDRANT ASSEMBLY n
NO pp��p3
��5' DIA Mq.E
�
PAY LENCiH WR ENO ANCHORACE(NONFIARED)50 fT.
C�iWONNI TYPE J 8 SPIGR e 6'-3'=50'
wv i cwrn�
GUAIARNL E7GT FROM DID PIECE
AWAY FROA1 TRAF� .
ROJECT MANAGER SARAH C. �
STRUCIUHAL P.E J. BIACK
RUCtURAL DESIGN J. MRCHFL
ARCHITEGTURqL R. ANDREW
R.
COAVENIIOIfII
auaoa�a ttaE 3
�E72000-1ET IF US
� � Q
I . " ...� � � �
R
N
, �
a
�r
�
��/ VaN,Colorado
TMERMOWELD Ofi USE A N0.
6 COPPER CONNECTOR NPE
OOSSERT N0. DPCZ NOMAC
N0. C6 OR EQUAL. (SEE
DETNL 'A'THIS SHEEn�
8
lwicat vKVe aox
�'--USE 10 GMJGE �-COPPER WIRE MUS? BE �7yp�y�yE
COPPER 71E WIRE TAPED TO TOP OF PIPE
EVERY 3 TO 4 F00T
NNtE TO BE TAPED ON
EACF1 SIUE OF EVERY
JOINf
DETAIL 'A� THERMOWEtD OR USE A N0. B
COPPER CQNNECTOR TYPE
BURNDY NO. YC6 OR EQUAL FOR
�q•,, TEE CONNECTON (SEE DE7AIL 'B'
THIS SHEET OUTSbE POL11VR1P)
��r
DETAIL 'B' TRACER WIRE DETAIL n
NTS
-ANCMORACE fND RECE CENERAL NOTES:
1. TNE END ANCHORAGE (NONFLMED) SHALI BE TME ET2000-LET CUARORAI� END
ANCHORAGE (NONFtMED)AS AMNUFACNRED BY THE SYRO STEEL COMPo1NV,
CEnRERV�UE, UTAH (TEL• HOt-2fl2-4a61), Ott THE SKT CUARDR.uL �T1D INCHOW�CE
- (NONfI.PRED)AS AMNUFACTt1RW BY UNIVERSAL INDUSTF2IAL SALES. INC.. OF PLE45M(T
GROVE, UTAH (TEI.: gpp-424-4g25). OR AN /�PPRQVED EQUAI ONE. Q+0 lWCHORACE
—.TRAfFIC (NONFURED) SHN1 INCLUDE ALL POST, RAIL,AND HARDWARE fTEMS RE�UIRm FOR A
CONPLETE UNR. iHE ENO ANCHORAGE (NONFtAREO) SHALL BE �NSTALLEp ACCORDNIG
TO TME MPNUFACTURER'S RECOMMENWTIONS. THE COfRRACTOR ^F1ALL PROVIDE A
COPY Of THE lAMIUFACTURER'S INSTALUTION INSTRUCT1pN5 ANp PARTS USiS TO THE
ENGINEER PRiOR TO THE INSTALLATION Of THE DEVICE.
2. POSIS SHALL BE OPoLLEp FOR BREAKAWAY ACCORpNG Tp THE IMNUFACNRER'S
�EIJNEA710N INSIRUCTIONS.
ACCORDING TO 5-672-1
7.00 N07 USE REFIECTOR TABS ON THE tAST 7 POSTS OF 7HE E!p ANCHORACE
(NONFLHRED).
4. USE AAM1UfACTURE'S RECOAHEIOm STEEI FpUNOATiON TUBE FOR POSfS N�.1, N0.2,
rw.a.�ra rw.�Foe erz000-�r�vro sKr o�o N+cNOwu�s(��oy.
6 5.TPE 3 DELINEATOR SHALL BE PLACEO ApJACENT TO 7HE EHD ANCFIORAGE AND BE
10C102 PAID FOR SEPARATEIY. SEE SNEET 5-612-1.
Ground Water
Rule
Improvements
General Civil Details
0 1' Z• FlLENNAE OOCOOJ.dwq SHEEt
zo,o sc� �s No►eo — OdC0o3
D
C
8
A
s
�
G1. �
TF�NOiES ON THIS SHEET MID THE STANOARU SfRUC1URAL.DEWL4 ARE CENEitAL MID
APPLY TO iHE ENTIRE PROJECf WHETHER SPEpFlGLLY CALLED �f OR NOT, IXCEPT
WNERE iHERE ARE SPECIFlC INDICA710N5 TO THE CONTRARY ON SfRUCiURAL SHEE75. IF
T11EAE ARE OUESTpNS. THEY SHALL BE S1�11fTED TD THE SiRUCNRAL ENCYJEER AI�D
N�ISWEAED W WRRNU MtIOR TO CONSIRUCTION.
c2 �a �•a saEaFl.nrwe�wo -ooEs
�. iNiearurwrw.euKanc cooe, iBC 2o0e Wmi MPLiGBLE EOrt10N5 OF 7HE CODE
REFERENCED STMtWRDS.
B. Ad 530-OS
C. LOCAL JURISDICf10N AYfDOYENIS
CS. �
1. APPL16 TO�LL 57Rl1CTl11RE55 (UNO)
�l DEAD LOAD:
1. ACIIIAL TRI&7TARY SiRUCTURE N�EI41�iT
B. LIVE LOY1D:
1. Sl/18 ON GRADE: 250 PSF
2. ROOF: ZO PSF(NOT REDUqBIE)
c. wt�
1. BASIC WMID SP�: 9Q MPH
2. E7�OSURE C
3. IMPORTANCE FACTOR: 1.15
4. ALL STRUCTURES ARE ENCLDSED OtCEPf AS FOLLOWS: NO IXCEP�pNS
D. SEISMIC:
1. ABO�E GRADE. NON WATER BEAPoNG SIRUCTUIiES:
e. OCCUPANCY GITEGORY, USE GROUP � III
0. IMPORTANCE FACTOR: m I.tS
a SPECiRAI t�5PON5E�GCQERA710N, SS = 0.2E3
d. SPECTi7AL RESPONSE AC�I,ERA710N,51 - 0.088
a SRE CLASS: � D
f. SEISMIC DESICN GTEGORY: e B
g. SPECTRN. RESPONSE COEFFlCIENT, Sp5 � 0.304
A. SPECTRAL RESPONSE COEFFlCIENT, SD1 � 0.109
i. &ISIC SEISAIIC FORCE RES�STINC SY5fEM: � MERMEDIATE REMI�.
uasoNRr s�a w�u
j. ANALY515 PROCEDURE = EOUNM.EN�UIERAI FORCE
k SOSMIC R6PONSE COEFFiCIENT, s 0.13
m.RESPONSE NOdFlG1110N FACfOR, = 3.00
E SNOW LOAD:
1. CROUND SNOW LOAD �94.5 PSF
2. FUT ROOf SNOW LOAD � BO PSF
3. 0(POSURE FACTOR � 1.0
4. �NPORTANCE FACTOR = 1.1
S. THERMAL FACTOR - 1.1
C4. THE FOLLONANC NON-COHTRAC7UAL GEOTECHNICAL REPORT WAS DEVELpPED FOR THIS
PRQJECf AND IS TME BAS13 OF 7MIS STRUCNRAL DESIGN:
GE07ECFWIGLL FlRM NA11E HEPWOtiiFFPAWLAK CEOTECMNICN.. N1C.
ADDRE55: 10302 SOUT}i PROGRESS WAY
PARKER, COLORApO E0134
REPORi NUMBER: R1 WELL HOUSE ADORp►k 20CJ03A
BERRY CRFEK Wpl: Z06J038
REPORi OqTE: JANUARY 29. 2008
ALLOWA8IE [NET] SWL BEARING: 3000 PSF
G5.$A�
S�F'EIY AND STItUCTURE STA&UTY DURING (bNSfT2UCTI0N ARE THE SOLE RESPONSIB0.lTT
OF 7HE CONTRALTOR. STItUCTURES fiAVE BEEN DESN�Im TO RESISi THE D61GN LNE
LQ�US ONLY AS A COMPLEfED SfRUCTURE
G6.OPENINGS
OPENINGS FOR PMES, �UCfS, CONDUIiS, EfC ARE NOT ALL SNOWN ON 1T1E
ST7tUC7URAL DRAWINGS. COORDINATE Mp PROVIDE OPENINGS AS REOUIRED TO
ACCOMMO�ATE ALL WOFK SHOWN OR SPECIFTED IN THE CONTFACT DOCUMENIS MD
OTHERWISE REOIMRm FOR 1HE FURNISHWG OF�fIMJCTI0fW1Y CONPLETE PROJECT.
R�NFORCE AROUND OPENINGS PER SfM1pAR0 SRtUCNRAL DETNLS UM.E55 OTMERWISE
SHOWN.
(�`], cocC�el INGDC[!TY11JC
SPECIAL INSPECTIONS ARE REOUIRED IN ACCORDANCE WfTli CFNPTER t MW CFNPIER 17
OF THE IBC. PAYMEHT F"OR THESE INSPECIIONS IS NOT THE R6PONSIBII.fTY OF 7HE
COHiRACTOR. 7HE CONTRACTOR 51MLL PROVIDE FOR FULL ACCESS TO THE WORK BY
THE SPECUL WSPECTOR AND SFVILL PROVbE FOR THESE INSPECTIONS MI MS
CONSTT2UCTXIN SCHEDULE IN ACCOROANCE WR{i THE SPECIFlGTONS. A SPEpAL
INSPECTION PIAN WiLL BE SUBW7TED lAlOER SEPARATE CAVER WRH THE PERMR
APPL1CAilON.
�
_.�.�
r
4
co��srRUCnrtr� nohs [csnucnemN��1
�.�
TMiE STANDARO DETANS DEPNT IYPK'i1L OEfNLINC TO BE USFA ON TH15 PROJECT. F
CONDfT1GS ARE NOT D(PUCliLY SFpWN ON THE DRAWM�IGS 11EY SW1LL 8E MADE
4111AR TO 7FiE STMIMRD OtTA�3. OHfMN APPRQVK OF ENGINEER M WRIIINC Fdt
9AINAR CONDfT10N5 GRIOR TO CONSfRlICf10N.
C9. THE CONTRACfOR SIIALL Ft7D VERIFI'ALL qNENSI0N5 AND ELEYAilOF6 Of E705TMVG
COP6TRUCTION AS REOUIiED TO COOfiDMNTE NEW CONSTRUC110N. SUBAtR REOIpRED
GIANCES f'OR APPROVAL
C70.CONTRACTOR TO SUBMIf FOR RENEW N.L EOUtPMEHT SIZES. OPERATN�lG YIE1CH15.
VIBRA710N FORC6� SUPPORT LOCAl10NS.ALONG 1YIIH MIY f1.00R OPENIttG3. NOTp16,
ANO RECESSES REGUIRED BY SUCH EQUIPMENT. CONCFiETE SUPPORf PADS AND/OR
FRAWNG REWIREO TO SUPPORf SMD EQUIPMENi SWLLL NOT� FA�tIGTED ANO
PLACED UNTIL TFIE CONCREIE SUPPORf PADS AND/OR fRAIANlG IS APPROVED TO
SUPPORf TFIE EOUPAIENT.
�
C1. DESION SRtENQ�Ii& �
Pe � 4500 PSI
Fy� 80,000 PSI
C2. CONGiETE COVER
UNLE55 07HFRWISE NOTED, PROVIDE CONCRETE COVER FOR REINFORqNG AS FOLLON5:
CONCREIE DEPOSrtED AGAINST EARTN: 3'
�u on,�: 2•
SEE DRAWINGS FOR EXCEPfI0f6
CS. SEE SPECIFlGTIONS FOR REINFOfiCING PIACEMFM REOUNtDAENTS.
C�. REFER TO OTMER OISClPUNE DRAWINGS PIaOR TO CONSfRUCT10N FOR EMBEDDm rtELS
AND PENETRATIDNS NOT SFiOWN ON SiFiUCTURAL DRAWINGS AS REOUIRED TO
ACCOMMOd1TE N1 WORK SHOWN OR SPEdFlEO IN THE CONTRACi DOCUAIENTS ANO
OTHERMlISE REQUIRED FOR THE FURNISHIN6 OF A FUNC710NALLY COMPLETE PRQIECT.
RqNFORCE AROUND OPENMIGS PER SfANMRD SiRUCTURAL OEfNtS UNLESS O7HERWISE
SHOWN.
CS. FlELD ADJUSf REINFORCENG AT OPENNGS AND EMBEDDED fiEMS AS IPqICA7ED.
C8. ANCFIOR BOUS NOT SPEGFlED BY F.NCdNEER SHALL BE DESICNED AND CERIIF7ED BY A
REOtS1ENED PROFESSIOW�L ENGINEER. RETAINED BY TH£CONiRACTOR. IN ACCORDANCE
WRH APPUCABLE PRO.IECf AND COOE REOUIRDAENTS. SUBMR hS A SHOP ORAWINC FOR
RENfW Mm MPROVAL BY THE ENGINEER. COORDINATE LOC/1T10N, SIZE ANp EA�E�IENT
PRIOR TO CASIINC CONCREIE.
C7. ABSq,UTELY NO WELDNIG OF RpNfORCING BNtS OR TORCNMIG TO BENO R�NFORqNG
BARS SMALL BE AIIOWm WR}pUf SPECIFlC MPROYAL FFiOM THE$TRUC1UqAL
ENd1�ER.
CB. ALL CAST IN PLACE AMD POST-UJSTALIED ANCHORS INdGTED IN THE SiRUCNRAL
DOCWIE1tI5 SFIALL COMPLY WfiH APPEN01% 0 OF Aq 31E AND CIiNP1ER 19 Of THE
IBC. ALL OfPAN510N AND ADFiESNE ANCNORS SWVl HAVf 7HE ICC REPORT SHOWINC
EOUNMENT LOAD GPACIfY. SUBMR ANO WSTALL PER THE ICC EVALUATION REPOpT.
ALL POST-INSTALLm ANCNORS SW1LL BE APPROVFD TO RESIST SpSMIC FDRC6 IN
CMCKED CONCREIE.
�I�ffi
M1. DESIGN STRENGTXS:
F'm� 1500 PSI
FY ° E0.000 P51
M2. CROItT FOR FlWNG MASONRY CAVITIES TO BE COARSE GROUT UNO. W%IAWN COARSE
NGGREGAtE 9ZE IS 3/0 INCH.
M3. GROUT POURS SF1ALl NOf D(C� 4 FEEf IN NEIGfT UNLE55 ClEYi0Ui5 PRE
PROVIDED IN THE BOTTOM CIXIRSE OF THE CELL(S)TO �CROUTED AND WRI11ET1
PERNSSION IS 09TAINfD FOR HICH UFT CROUTMiC-
M4. RESTRICfEp BAR AN(,'MORAGE:
!N CAS6 WNERE RQNFORCMIC BM25 C/VdNOT BE fJCIENpED pS FM AS REpUIl�D,TF�
8AR5 SW1LL EXTFJ�D AS FAR AS POSSIBLE ANp END IN SGNDARO HOOK. SHOW 0!1
SMOP ORANANGS AND HICHLIGHT WIfH A BOX TO BRING TD ENGINEER'S ATiEM10N.
M5. ANCHOR 80L75:
ILLL IXPANSION ANO ADHESNE ANCM�RS SFWl HAVE THE ICC REPORf SHOWINC
ECUIVALENi lOM CAPACfTY. SUBMR AND �NSTALL PER 1HE ICC EVAWATION REPORT.
M6. IF BOND �NAS AT INfERSECTINC WALLS ARE SFpttN ON 1HE pRAWING$TO AAEEf AT
DIFFERENi ELEVAT10N5. E%fEND NEINFORCMG OF BOIH BOND BE�WS ARIX1N0
IMFRSECTINC CORNER NpT tESS iFMN 4 FEET IN EACH DRECTION.
M7. UNTEL BLOG6 SFIALL NOT�USE�AS 80Np BEAY BLAdCS DfCEPT AT OPfNINGS
WFIERE BONO BEAMS AND UNIELS COINCIDE
ct�c
DRAWN BY D. GROSEl19CCiIER
T NUNBER 000000000092383
5
6
C7til KfY•
SD1.THE DESIG►1. FABRICATION.ANO ERECIION OF MEfAL OECKING 511ALL� MI
ACCOROMrCE NRIH 7HE CURRENT EDITION OF TFrt 501�Ef�IG1TI0N5�wD T1E Sq
DIAPFIRACM IAAIJU�L.
502.STEEL ROOF OECI( IS 1-1 2 WCH 20 GRl1GE AS SHOWN ON 1HE PLANS � fOR
THE OEAO AND LNE NO�CATEO.
AdNIMUM SECTION PROPER�I6:
o�cN n+�cnESS= o.oasa'
i = o.z,z i�
Sp � 0.234 Ir►7/Ft
Sn � 0.221 In3/Ft
tY° 33 KSI
SD3.SfEEL ROOF DEpC IS i0 BE A SIRUC7URIIL DIAPMWIGN AND 91KL BE CONWECiED TO
THE STRUCIUF�AS M1DICATED BELOW.
.suaPOar v�s�w�r+s w//,s hx sc�vs. ae/� a�rrE�-
•SDE LAP FASTENERS W//12 lEK SCRENS. s soe uP FwsraaExs �rt srrw.
504.iHE RANS INDICATE DECK SPnN DUtEC710N.
505.SUSPQJOED CQLINGS. UCHT FlIfTURFS. OUCTS. AND OTHER UTiLtT1E5 SHN.L NOT BE
SUPPORIEU FROM 7HE S�CEEL OECK.
CdD FORYEO SiEEL TRUSSFS/FRAAING
SJi. SiEEL�RU556 ARE TD BE 5l2ED AND DESICI�D BY iHE COM'RAC�OR FOR TF�
LDADINGS INDICATED.
SJ2. STEEL TRUSSES IWD BRIOGING SFULL BE DE9GNED BY THE MANUFACTURER TO R61ST
�u�r �ono iwac��o a►niE ow�vnNCS.
SJ3. CONCENiftATED LOADS SFNLL BE LOCATED YYRHIN 4 INCFES OF A PAN0. POM OR
SPEC4IL REINFORCE4ENT NUST BE ADDm PER 7RUS5 MMIUFACTl1RER.
514. TRUSSES BRIDGING SHALL BE DESICt�O BY 7NE SIEEL TRU556 MIWUFACTURER.
s�s. �wusr rnusses ewoc�NC o�cH Mro oerauHC wr� MECwwic.a oucis oa
OTNER OBSIRUCTIONS RUN BE7WEEN 7HE iRU5SE5.
�S l0
�
�/�
:i�COIOfilIO
Ground Water
Rule
Improvements
zaic
7
STRUCTURAL
GENERAL NOTES
o r z- FltFrw� oosio�.a.y
sc� �s no�o
8
OOS101
D
r
B
A
�
2
3
4
�Q (2) /5 X 4'-0'FACH FACE r��T
1YP 4 IOCAT10N5 i OPENNiG
W� �3BASE
� Ir;:-I. �s��,��1�, � . I�% ,���T�� �, 1 ��,z
I / I
° _ _
�
I i_ I .
�\ I /�;' ;�� �}��1�I \ �I %J'
I I
RECTANGULAR OPENNG DETAIL CIRCUTAR OPENING DETAIL
�4IE.5:
1. PROVIDE ADDRIONAL REINFORCING THE SAAE SQE AS DISCOlRINWUS
REINFORCOAENf AT OPEPBNG. QUAHTItt OF RF]NFORCINft IN EACH DIRECIION
91W1 BE EQUAL TO OR ONE GREATFR iTiMl TI# NUMBER OF DISCOHfINU0U5
BARS. PLACE 1/2 Of ADORIONAL RE$dFORCMIG 6VtS EACH SIDE OF OPEPNNC,
PLACE ADOfTIONAL REINFORCQIENT AT 3'OC (IYPIGIL BOTH DINECTIONS ANO
ALL LAYERS OP R�NFORCFMENf). SfAKf FlRSf 6Vi 2'CLEAfi TO OPENMIG.
2 EXTENO ADDITIONAL REINFORGNG BEYONO mGE OF OPFNNC�lS SHOWN
ABOVE. AODt110NAL BARS MAY TERMlM7E AT iHE ENO OF Tf�YYALL WfT}I A
5TM�ARD HOOK WMERE TME I.ENGTH OF TME WNl WILL NOT PQiMR BMS
ro Exroao ns sHOwN�ewE.
3. 1YPMAL WNl OR 9.AB R�t�O(tCk10 NOT SNOWN FOq CIARITY.TERMINATE
tYPIG1L RdNfOflGNG 2'CLF1W TO OPEAIING.
4. oaEnn�cs �Y OR f.ESS IN SlABS AND OPENINGS tE•oR �ss iN wuls,
NO EXTRA RE9MS NtE REOUIRFD UNLESS SFIOWN OIHERWISE. iYPIGL
(iE1NFORdNO SHN.L� RE9PACm(NOT Clln TO ALLOW FOR OPENINGS TO
BE AYIDE.
�. UNtFSS SMOWN OTXERWISE ON DttAWU�1f5,pROVIOE EXIRA qpPFORCWG
AROUND OPENMCS AS SFiOWN AND INOIGTED hBOVE
8. PROVIDE I1�110NA1 DOWELS PER NOiE 1 ABOVE FOR ALL OPENINGS NEAR
THE FLOOR SU$, 6tiSE SIAB, IXt CORNERS.
EXTRA REINFORCING
AROUND OPENINGS n
N0T TO SCALE
j4012 OC,EW O MD �
DEPRI OF SLAB IPPLY BONDINC ACENT ��
PER MFR REOWRE]AENiS
FN FLDdt �o
� � � o�
..�� � � � �
Y'
Wp
�2
��12 AROUIO PEAMIEIER o-6 a rc
D-6
tl4IE�
1. REF PROCESS M1D EIECIRICAI.ORAVANCS FOR DINEIISIONS k LAG710NS OF PADS.
FlWLL PAD OIAIENSIp15 ARE TO ADJUST AS t�TO FR ACfLL4L EOU�AIENT SFIECTED.
TYPICAL HOUSEKEEPING PAD �1
rar ro s�uF aos,
�
�ryr.4r�
� LDCK NUT
3'MW ALL MOUND
1:1 SLDPE TYP
ur�sour �s iHacwho a+owos �• �n
�� OR AS REOWRED 9Y NON-SHMNK
EOUiPUENi FU�ED CROtJi
6�ANIWMUM
P�PE SLEEVE �' N�
_ x��s�
Nare e r c�rt
11'P
/5 CLOSm :' ''. .`,•`:
T16 O 8 .. '"''������ a
SEE NO7E 1 ���.
SUB ROl1CHEN
RONFORCE4ENf CONCRETE
NOT SHOWN SURF/CE SEE NOTE 2
HQIFS:
t. FOR NEW EOUIPA�M BASES ON E%ISfiNG SLABS, DRILL INTO 0f5TING SlAB TO
DEVELDPMElR OQ+M AT 12'CENTERS AROUNO PERIMflER OF EOUIPYENT BASE
ANU SET jS I100Km OONi]S IN EPO%Y GROIlT.
2. FOR EOU�MEMi 80.56 ON NEMf SLABS, PRdNDE /5 DONIELS WWING iW0 Fi0010ED
ENDS AT 12'CEIiT�tS AROUN�PERIMETER Of EWIPMQQf 61SC.
3. EQUIPNENT BASE qMEN510N5 SYiALL BE AS REGUIRm 9Y hlE APPROVED SMOP
DRAWINGS.
4. ANCHOR BOL7S AS RECOMNfNOm @Y 1NE EWRPMEM MAMUFACIURER.BOLTS
SHALL BE HQD IN AOSIiION WRH A TEMPUTE WHN.E EGUIPMEM HrSE IS BEING
ChSf.
5. PIPE SlEEVES SHN1 BE USED 70 PROVIDE TT�PNCHOR BOLT A MNIMUM
MOVEMEM OF 1/2'IN ALL DIREC710NS. ANMAWM SLEEVE LENGTH SFW1 BE B
71MES 1FE BOLT DWAEIER. SI.EEVES SHALL BE flLLEO WffH NON-SFRtNC GROUT.
PIPE SIEEVES SViNl HAVE A MINIMUM IMERNAL WAME7ER 1'6REATER THMI BDLT
�WIEfER ANO A NAIfIMIMI tNTERNAL DUMETER OF 3'CREATER 7HAN BOLT
DIA11ElER.
8. EWIPMEM BASES SNMl.BE INSTALLID LEVEL TOLFRANCE IS 1/16'
EQUIPMENT SUPPORT PAD �1
MS �
s�ww c.cuaa
J. BLACI(
J. NITCNELL
R.ANDREW
i.OUIGIfY/S.BOOII
B. N1D81EKIGFl�
IC BUECMLER
5
6
���� ���
r� : 4.5 ksi y=ea �
e�a e�s sP�cm eu�s sv�ceo
CREATER 7WW LESS TF1AN
4' OR EQUAL 70
4'
%� �4� ��
!4 i9' 3z'
/s 29• �e•
� �9� ��
n �. �.
%! 89' 107'
/9 76' 118'
/iD 87' 140'
/11 120' 146'
NOTE3:
1. PROVIUE MINIMUN LiW SPl.10E LFNCfHS ANO EMBEDMENTS PER TABIE
UNLESS NOTED OT}ERWISE. ENBEOMENT LENGRI EQU/�LS THE LAP SPLICE
LENGRi UNLE55 OTHEAWISE NOIID.
2 BAR 5pACING AT UP SPl10E t5 THE MINMNIM CIFM DISTANCE BEIWEEN
IAPPED BI1R5 PLUS ONE 811R OUWEfFR.
3. ALL SPIJC6 TO BE CONTACT SPLIC6 M1D NARW TOGERiER UNLE55
OTHERW�APPROVfD BY ENCINEQt.
REINFORCING LAP AND
EMBEDMENT SCHEDULE �1
NOT TO SG1l.E �
c
l s—t o
Ground Water
�r R��e
�/ Improvements
v.u,caor�ao
7
8
90 DEG STD HOOK 180 DEG 5TD HOOK
�K C�IPLYIN6 WfTH NINIYUM C0�4i REGUIRENENTS OF
ACI 31 B, 123.1. OTFIERMIISE Ldh MUST 8E RE-GLCUU7FD.
REINFORCING HOOK SCHEDULE r+1
NOT TO SCN.E �
5���,��
MICAL DETAILS
0 T' 2' FLDINIE OOS101.dw� SHEET
zo10 �scxE ws naren OOS102
D
C
B
A
�
2
CoR�+ER BN6
8 �5�74 OC
CORNER BARS �s I"
/'3�12 OC �
� II" I BFall
m'P) r c�i 1
PE181AEfER �
BE�Vi
PENIME'!ER
BEAY
� �� � `�'�
� �
SECTION A �� SECTI�N B
PERIMETER BEAM REINFORCEMENT
AT CORNERS & INTERSECTIONS �1
►rrs oosiw
BEAM
REINF
<
y
L.ONCRUOINAL RENF
lAP �
JTUOINIU.�
� / �
t �/�'i J� ��.
t1'
�.-0. ��_�. �
��� � �
�
4
No�:
1. IF 'A' dWENSION IS lESS TF4W 6'
PROVIDE DROP t REMFORqNC Il5
DEfMLED
THICKEN SLAB AT PENEfRATION lz1
rns
8F/1M TOP
RF1NF
BEAM
STIRRUPS
BEAM BOT
REMIF
BEAM 80T
REINF
LONGITUDINAL BEAM/FOOTiNG STEP DETAIL n
suv.E: a/e'-i'—o' oos�
�
1
i�
5
��
��
�
STMtRUPS
STIRRUP 5�
6
PRONDE 2 ADDITIONAL
SfIftRUPS 2'FRON
AEErE- MATCFf
SCNm S1IRRUP SQE
� � � "I I-
I I
� I I
I 1
I I� �
♦'YIM 1'
<g (REF MECH)
Y-�C/ Z� Y-REF MI MIIQM
SCIED 2' SCHm W
rPE s.FEVE oN(e-
AIN()11lf MEfi1
��� �
PENETRATION AT A GRADE BEAM ^
rns t
��
— SuPPORr
GUARORAIL �
'� `i
p in
1
TOE80ARD n
�E�„� I �
'_=t- °
CONCREiE n
STRUCTl1RE
0.S NOTED
ON ORAWINGS
ALUMINUM
GUARDRAIL i1
aosiw
0
—- c�'
� UO�N
fIANDWIL �•�
���
�� ��
PL�! 10 cu�owr�
GUARDRAII
SEE S7D DETNLS
ALUMINUM STAIR RAIL �
,
�rcor¢cr ww�cEx s�ww c. cuaic
f t r s�uciuwu.P.c�. �c
J�
�.w-..�
�
u
a
�.
SEE SIIKlCIURK
FOR STAIR
ALUMINUM
WALL MOUNTED HANDRAIL n
oostw
0
�
�-�o
Ground Water
�� Rule
j/� Improvements
v.�i,caor�
7
8
FfC STEP (SEE PLM1)
U1P
(UNO) Z-BARS TO YAiCH
, FTG NE1WF
TOC fDN
El_SEE PIAN
� � � �
n HOOK
EL�SEE Pliw -�2
� '
�ro � � ,�
EHD F100K
EXIS7
UNpSTURBm MA7f (Tf(1).Ti(2))
SUBGRADE - -
TYPICAL STEP FOOTING DETAIL n
scw�E s/e-�i�—o• aosi
POST
i i 1� �l0 BASE mCE OF
CONCRETE
E PIATE
1 1/4'TYPICAL
� �/4'Tra�n� 1O
� � �
� �
FIOLE FOR �
FASfENERS
FiOLE FOR
BASE PLATE F�R MOUNTING FASTENERS
T� STEEL SiRUCTURE BASE PLATE FOR-
� IYIOUNTING TO CONCRETE
1. TOE9WRD DpT 5li0MM.
ALUMINUM
GUARDRAIL POST DEfAIL �a1
Hrs oosio�
STRUCTURAL
TYPICAL DETAILS
0 1' Z' � �103.Wrq SHEET
zo�a � �►s �m�sn OOS103
D
C
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s
LNrtEl R�IFORCEl1ENT SpiEDU.E
MARIC W 'R' 'L' 'H' STIRfi11P5 NEYNU6
N.-1 1'-4'TFiRU 3'-4' 1) / 25' B' —
1AL-2 1'-4'TFNtU 3'-4' 2) / 2S' 76' —
ML-1 3'—S"TMRU B'-8' 2) j 25' 24'
�1
7YPIGIL WNl REINF BNtS-�7 I ��WFIEN SCHEOULEO
rxi
STIRRUPS (WHEN
SCHEDULED) W/iMr
HK � �o —
��
U g�
��
�� �s�
1� �i
N1��. • �Ilq ••a. .
�
1. OPFNMICS E'OR LESS WIDE M�Y OCCUR NATIbUT LINTEL
FEINFORCNC AS LONG AS NO RpNFORqNG IS IN►FRRUPIED.
2. ML-1 TO �USED ONLY AT NON-LOAD BEARIN(i StTUAilONS.
3. SEE OftAMANCS FOii IIHTEL TPES. WFIERE LIMEL ttPES
�nor sNOwH Prrovroe uerrE�.s�a.+nie �eovE
SCFIEDULE BASW ON THICKPE55 OF WALL AND MNC CIENt
OPEIHNG WIDTH ANO VER�Y LINTFL ME W/ENCINEER PRIOR
TD COWSIRUCf10N.
3
�
7ERIMWATE BOldD BEAM �JOINT R�NF
EACH SIDE Of NCJ IXCEPf 0.S NO'lED
CONTMKIE BO►q BEAM REN�F
THRU YCJ AT TOP OF WALL k
INTERMEDNTE FRALYNC/FLOORS
80ND BEAN SEE
SCHmULE FDR TYP
\ �8i1R SIZE aIANRRY
ANC SPACNVG
�
�
4 I 5
�TdP OF YIML BON� BE/1M SEE
DRAWl�CS FOR BNt 92E AND OIWRrtY
�SFE DRAMmGS FOR lYP VFAf
REINf BARS Slff AND SPALYNC
7EWMPIATE BOND BEAM
REM�F'AT OPENMGS
�SEE SqEDIHE AND NOTE 2
r��
.R.��?� / �SEE TYPICAL OETAIL FOR
VERf RENf AT JAYB OF
/� CONf AT TOP OF / ��S �
FOOTIJC OR IN A 801�D L.'OOWELS IN FOU1�1ilON W/SiD FI00
BEAM Ai FLOOR I.ENEL O ALL�ERfIG1L BNiS SEE NOTE 4
WAI I FI FVATAN
� - — -- -
1. ONLY L1MFL OROUT IS SHOYYM. CROUT SOUD ALL REINFORCED
ceus. s�cMU w�v.�r+a�sc►�ou�.
2. WMERE OfHER ORIIWINC OEfNLS MIOICII7E SOUD W\SONRY SLLL,
PIACE 801� 8FM1 REINF IN FlRST COURSE BELOW SOUD CMU.
3. PRONpE 80N�BFAM AT N.L ELEVATED FLOORS WRH S�ME
RpNFORCING AS TOP OF WALL, UNO.
4. STRNCNT B�RS EMBEDDED ONE CONCREIE U1P LENCiH INTO
CONC FOUNDATWN MAY BE USED AT CONTRACfOR'S OPIION.
5. LINTEL RENrFORqNC AND BARS PASSING THROUGH 'H' SFIALL
NOT BE SPLICED.
6. SHORE tJNTEL MINIMUM 7 �AYS AFIER CROUTING OR INTiL
CROUT ATTNNS FULL DESKiN 51RENGTH.
�
�
�
$
�
KS �
CMU REINFORCING n
Nor To sc�
`����� INIERSECiION `
SNE S¢E 0.S VERTS SEE
�� �� �s SCHEDUIE
COIt1iER NERTS
(YIMEN SCHEDULED)
CORNER INTERSECiION
CMU WALL
90 DEG
C TYP
INTERMEDNTE HORIZ
REINF O ALL MCJ'S
SPECIFlED
ROOF BOlD
BE/1M
REtNFORCNIG
St10WN
]� JIWB VFAIS
� SEE SCFIEDUtE 1,ICJ
SEE
PROVIDE HIWtFM15
SIZED TO MATCH
WALL R01�L.W
TO HORIZ M41ERE
q�ICATED ON
Pl�1N
JAMB OR END OF WALL
li4ffS:
i. FOR REMlFORCINC SEE 'CMU FEINFORCINC SCHEDUIE'.
2. MIUIG1iES LOGTION OF VERf BARS O CENTERLWE OF WALL, Wr0 �N SCHmaF
�. Exro�o � rzu nocrrt �rawsoNRr eoNO s�iw.
4. UYR DISTANCE BEIMIEEN MCJ TO MAX 24'-0'. SEE DRAWINGS FOR lOCAl10M5.
5. HORIZOtRAt JOINT REMFORCING NOT SNOWN.
8. At006Y BAR CONFIGURATION SHOWN �S REOUlRm WFERE TNO VERIIGL REWFORCMIC BARS
ARE SNOWN ON THE SCHEDULE.
7. SFE ARCHffECTURAI DRAWINGS Fqt MCJ DETNLS/WO RE►WNOER OF JOM1T DETAIlS.
J�
�....�....
PROVDE HAIRP�NS
SIZED TO MATCH N�ALL
RONF LAP TO MORQ
WNERE WDICATED ON
PIAN
v�ns wr��
SCMiEDUIED lYP
011f NOR�N2
'SFJHANT 1VP EA
UNO
ULL HFJGHT
REBAR
NUOUS THRU NCJ
lOF LEVEL BOND
(SHOYVN) h
NTiNUOUS AT AICJ
ITHER RONFORCm
�vis sucri tis
S dc IMERYEDIAIE
_ s�uis(NOr
siiown)
MASONRY CONTROL JOINT (MCJ)
oruwN er
suiw c. a,�mc
d. Bl/CK
J. YfTCHELL
R. ANDREW
T.QUIf:IfY/S.BODT
e
7
8
SIRUCRIRE/WALL LOG710N BERR'f CREIX qEW1RK5
7YPE RdNFORdNG LOGTION 6'WILL TH(
VElt15 VERiICAL BIIRS 5016 OC, SMiGIE CO/TEAED
� 2 CELLS EACH SDE ��O SEE DETAIL J/OOSI W
c��s/ir�►�rssocna+s z-Is. s�cFxr�a�n s�oerN� a/oos�w
MCJ C +ENTERED EACM SIDE SEE DEUIL 3/005104
HORIZ lOP OF WN1 80ND BEANS 2—%5
9 GACE MRE..IOplT REpdFF AT
HOfa2 JOM R�NF 78'VEHT SPApNG BEIWEDV
BOND BEAMS
BELDW OPDlMICS 2—/5
uHtos 1rr. s��rN� i/oos�a
INTERMEDNTE BaVO BEMIS 2 g WHERE SHOWN
SiNGLE CENTERED
114�5:
1. PRONDE REINFORdNC NOTED FOR N.L MISONRY WN.LS UNLESS OIHERWISE
NOTED ON PIAN.
2. IiMN7TNN NINIWUM 3' X 3' COMINUOUS VERIICAL CELL A7 EI1CH REBAR.
PUCE WALLS TO MA1fINUM 4'-0' HEIGIfT BEFORE GROUTNG.
1. PUCE t$6W W WALL WrtFi LAP SPLICE LENGIH PER OTHER DETAIL.
4. CROIJT ONLY THE CELLS WRH REINFORCING IN SCHEQULE. WG7E OI�
VERTICAL RUM OF REINFORCDAENf AT ALL CORNERS AND FACH SDE OF ALL
MCJ'S.
5. PROVIpE WIRE REBAR POSrt10NQi5 TO F101D BMiS IN PLACE
6. STOP CROUT POUR I/2' BELOW TOP OF COURSE AT EACH GROUT 11Ff.
CMU REINFORCING SCHEDU�E n
3/4'�1'-0' 1
M1150NRY lM SPLICE LENGTHS : fm�1500 Psi. h'°6000U psi
� 6� BLOCK tY �ACK
SQE BAR O Cl BNt O EDGE BAR O CL BAR O FDCE
/3 79' 19' t9' 19'
/a 2s' �r 2s• 2e•
/5 31' 48' 37' {3'
is s�' - s2' -
WHEN REOD SPI.ICE LENCTH EXCEE05 4'-0'USE HIGH LIFT GROUTINC
WRH WO SPLJCES OR USE MECFNNICAL iFNSION SPUCES WItH LOW
uFr cnounNC.
CMU REINFORCING
" LAP SCHEDULE !1
no � aasia
o°iS- 1 O
r
�//
vaN,co�orado
Ground Water
Rule
Improvements
2010
�R:iri���..
TYPICAL DETAILS
o ,• r ianw.� aos,w.a.q s�r
scaE ws r�arm OOS704
D
C
B
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�...r..+...
z
r�srnnwr rewcs. Ee�►
IRON SERIES 11005UB
(2 REOb PER COUAR
FOR 30'�PIPE) r
,v,
� .� ✓ �
V '�,� �SL� .. , '
.>:) J`< �� `� .
t. ..G,4�_C 7 a�
Q� �i^ 'i��.:�7 J�,,, -
V �..�� n �V,., _ - _
`�f��'��^ `-t�<'rl,�L-.
kY::�,s:-�� ".''"s''Lr�e� - --
S:-y� _ ..=t` ".:/-`�w"Y`�'1,
".1.. n�l:�t
5 I 6
.:�� ��-0. r
7
;� .�``� (-' . .. j�� ,� .� .. . _
� v� !� r..� � ,) � � :.>, �C.
tii� :- ^ti�` _<> �^ `'�. ��` �^.nn�^�• - ';�^ �^..
". _�'r',-�`���p^-�=����=�_t; : _ _ �`'J`�� -�e^-- -
�'_�[" _�7'j y�� �. i•.' 'r ' .:�.C,..__��'"� �^
i;,:r:�??lT�fF1•�`T�.T��,;T��1i�i�— �• '� J�—i*.'r:JY'1••�"�+.�`"'^
�y: +;,= r��•F ti.i,.:=-- .:�: .:.'i:r', ':;• ...4 .:.y;..>`y�.�'!':l�;
- •:��:i :.•.,.\-ti: -s:t'.r' •i-i't'-��
^�'1�:: �>S.. ri:4�?_ `{e:'' '
— ..:4'f. �, - .f.;2..
.�:. ;S?t 'rti�'i e��ti:lj.� {h_ �.�:'�- , '
NEW Ct.CONTACf PIPE ''•`'� �,,,r. . : .. � a r -� -� t r � � .� . .!:-
rn n
. ' 1 4}, �;;i...h,.. �i. _ ;..,}�L.�,,4.�=;M`.i:!�:; Y.<:i+ »'..:.��.tr'`�° _.._ `J,
-.y;,'L'' Y:>y::f_v?i�>•y: t_' , r^.....�
s\Y��..�ti•�� �tt�..i• .:.>. .. ,.'fyr.�Yi��.
��"1.�;.w.. �`ntL" ^.i'. �..'1'.�. �..c�.'^� =R4�.Y.t
w vvE � w r_� y.-0:*.
o �A THRUST COLLM FOR 24'�PIPE(4000 PSI CONC.)
FLOMfFlLL TO SPRINCUNE SEE TABLE FOR �OACING. SEE NOTE 2.
�._a.
YIN, v
SECT��� n14.�OVIDE 1MRUST COLIAR IS NO1ED ON PLMIS.
z. coMP�creo nccr:ec+ve �uNC oo�tsE. �2-tt�iac. i•wtisnm aoeK.
3. REINFORdNC 91W.L BE 2'CIE�W WHERE FORIIED AND 3'CLEAR MMERE
G�ST AC.VNST EAHiTI.
4. SEE DETNL 9/O00002 FOR TAPE PLACEYENT.
S. SEE DETNL t/005102 FOR D(fRA RENFORCNIC AROUND OPENINGS.
CONCRETE THRUST ANCHOR DETAIL r,1
SCALE N.TS. 1 1
PR0.IECT NANACER SARAH C. CtARK
SfRUCNRAL P.E.J. BIfCK
iIRUCNRAL D61GN J. MTCli].L
ARCHrtECTURAI R /WDREtlI
PROCESS T.OUGLEY BOOTN
uecww�cx a u�r�auca
ELECTRICAL K. &IECHLQt
�o.iECr
❑
� "l O
8
REINFORCING TABLE
�yg N0. OF
���� A B C W RINGS/CONLLAR �ORQNC
�s e�o•o.c.. �.
24 Y-0' 3'-0' 3'-0' ,�'-0' 2 YFRTICAL BARS.
13�6 EOUALLY SPACED
. HORIZOI�IiAL BARS
(7 O 12'O.C.,EF.
ao r-a• s-o� �'-o• a'-w s vfltnc�e�ts,
17 r8 EWALLY SPACED
Mq620NTAL BARS
Ground Water s�ucruwu.
�� Rule TYPICAL DETAILS
/ In�provements
o r r �� oos�aa.a.y s�Er
Vail,Colorado 2010 scxe ws woteo �S1�
�
C
B
A
' I Z i 3 i
„ z-,��1
���
ntnr�sma+ro � coiaoa�noM-1 �—� /
NBING WfIH BMtB
AND HOSE CtAMP COIX N.P.7. SOLUIION J
TU9E N.P.T.
INJECTION
1/2'THREADEO PORT
BN..L VKVE N4IE:
1. SEE IN�NDUAL PROCESS SNEETS FbR STATIC AIIXEI
INJECfOR ORIENTATION
2. 1HI5 INJECTION OETAIL I$ FOR A STATIC
MI%ER APPlJCATION
CHEMICAL INJECTOR DETAIL n
NO SCALE OOD001
PROViDE MN(EUP
SHIYS If
NECE554RY
� CPCC!n!! Nf1TCC�
n
O7 CMflMG1L METERpJC PUMP.
_ 2O FlBERGUSS SUPPORf&2ACKEf(TYP.
�-�i OF 2)• SIZE TO MMlDI.E A TOUL
WFJCHT OF 23 LBS.
O� � °
---- O3 3/4�0 HOLE FOR 5/6'0 SS ANCHOR.
(IYP. 2 EACH BRACKEf.)
4 S O> >/Z FlBERCUlSS CRATINC.
5 L 2'�2'i1/4'FlBERGlA55 (IYPJ
VAPo
8 GM TO ALLOW PIPING PtiSS TFIROUfdI.
7 ASSEMBLE 9Y FRP UY-UP OR BOLT
ELEVATION PLAN_ Toc�n xm„ FlaErtc�ass rwtowuic
PUMP SHELF DETAIL n
�-s �'-o' i
vexr scA�—�
1' SiEEL PIPE ROUTED �ORE DR�I OPENING ANO SfAL
TO FLODR ORAIN MRRi COMPRE5519LE OR
DfPMpABLE FpAN SEAtANT.
AIR RELEASE VALVE
� ($IZE PER SCHEDUL� WELL HOUSE WALL
UNION
� PRESSURE GAGE
ISOLA710N CATE-
VALVE TQ IAATCH
AIR VAWE SIZE
t/2�TM AND—
BALL VpLVE FOR
INSTFtUMENtAT10N
1/2�7AP AND
� 941.1_VALVE
TO MATCH
V/�VE 92E
N �
IYYELL PIPNIG
�
AIR RELEASE VALVE DEfAIL n
NOT TO SCALE �01
J��
iw�,�..rar�
FOR CONSTRI;CTXNV
ut�c:Kr i Kxv
4 i s
6
RAL Mo7FS:
ROUT AS REOUIRED TO CREATE A LEVEI
UfffACE TO MOUNf SCALE A!D CONTMNMEM
AM.
NCHOR EQUPYENT PER MANUFACTURERS
PECIFlCAilONS. GRpUT ANO EPO%Y ANpWRS
0 E%ISSING FLOOR SLABS AND BOLT ANO
PDXY TO NENt FI.ppR SLA85.
� 7 �
I
I
1 1/4'WATER LNE ( 1'—
e
/-SS C+MlON COMAINGEM
! SGNE PUIFORM 1 1/4"BALL VALVE
1' �T x 1' 1105E BARB
(POIWROPYLENE)
NO SCALE
PRQIECT M4NA('.ER SARAH C. CIAPo(
SrRUCiURAL P.E.J. BIACK
7RUCIURAL DESGN J. MRCHELL
ARCHITECTURp1 R. ANDREW
PROCESS T.WIGLEY/S.BOOTh
MeCWWIGL B. ALLERHEILIGEN
ELECTR1C01 K. BI�CHLFA
ORAWN 9Y R. NELSON
PRQIECT N1IYBFR OOOOOOa0oo973rt
�_ ze.s"
PAN �
FL AND CI CONTAINMENT SCALES n
NO SCME
SLAB THICKNESS k
�MIPqMUM OF 6' OFF
FlNISMEO FLOOR
r�o �• avc, w/w�u
SUPPORTS. SEE
DEfNI B/OOD002
1” FEIMLE ADAP'fOR
(POLYPROPYLEN�
r1'FLEX. PVC
/ H05E
1 FEAIALE OUICK D�SCONNECT
COUPIER (POLYPROPYLENE)
�'wu.E aicK asco►riecr couaiFa-
(POIYPROPYLENE)
1 S CAL FL DRl
�
8
B'OIA
DFIUCE HEAO
D
—e"lxuwc�
� �-PIPE PLUGCED
AT BOTTOM OF TEE
�1 1/4�DRNN
EMERGENCY EYEWASH AND SHOWER �1
NO SCALE OOOWt
� • • ' �WEEP RING
� � PIPE ENGSEMENT
. • REINFORCING TABLE
4• � P�PE IRRUP 80TfOM
SIZE BARS
SiIRRUP 4'-14' j3012 3/4
16'-20' /3012 4/4
24'-30� /4012 4/4
J6'-48' /40B 5/4
� . . ;,� no�
FOR ALL UNDERSIAB PtPE ENCASEMEM
WHEN D < 4'-0'
6'
MIN
UNDERSLAB PIPE ENCASE�AENT n
NO SCAIE OOODDI
C
Fause � B
L�OIEfi�
1. BOLT MFi�OS SMALL fACE TOYWIRDS INTERIOR
OF STRUCNRES.
MODULAR WALL SEAL n
NO SCALE U00001
����0��POINT OF
INIECPON
�BACK PR65URE/
ANIi S7PNOq VAWE
� CHEMICAL METERING PUMPS n
NO SCaIE OOD001
� Ground Water
Rule Cenerai Process Details
�� Improvements
0 t' 2' FlIEWWE OOD001.drg ��
���•�o� zolo scN.e � wo,EO OOD001
A
�
��
a �
�
I
I
2 � 3
1 �SEE OEiNI 2/000002 FOR
HANCER ROD YWM
PIPE FIAflGER� I
I RPE SIZE VARIES
RPE SQE ROD SIZE PIPE SIZE SiZE
2�k SAMLLER 3 8' B'-12" 7 g•
2 1 2' � 3 1 2 14-18' 1'
4'k 6' 3 4 20-30' t � p
CLEVIS PIPE SUPPORT n
NO SCALE 00
a d o
4
Q I a
or i ' r �
i�i d i a i�
� ��i�i� a �iii?
, �� �� � I i� �i v
i� �i � i i
i� ��d ei�l�i
�'�'------ --------rr-
� � �
� � _ ii_ METAL STRUT
.�.'_--_'___ -_�_'
FRAMINC
, sr�R wwsHER
���� HOT DIP GALV
AFTER FABRI(`,ATION
MICHORS, iYPM,AL 4
�Z. �-WWGFR ROD
NOTE:
i. SUPPORT SYSTEM COMPONENfS AU�TERWS AND
SIZI1� SHALL COMPLY WRH SPEC SECTION 15090.
HANGER ROD MOUNT n
NO SGLE OOD002
�ANC�fOR, SEE SCHEDULE
� �U-80LT. 5EE SCHEOUIE
WNL BRACKEf
FACE OF WALL
# UNLE55 SHOWN OT}�RWtSE ON THESE PLANS. SPAC�NGS
SFiOWN ARE F'OR AIETAL PIPE ONLY. REFER TO SECiION
15�90 FOR PVC SP�C�NG REqUiREMENiS.
WALL BRACKET PIPE SUPPORT n
NO $CA�E OOOOQ2
��
how e.wwrYa.�.
hOR CONSTRUC�ION
DESCRIFTION
4 I 5 I 6 � 7
ADO RUBBER OR-
FELT BEiYIEFJI
PIPE AND SAOOI£
PIVE 51RAP
4'MIN. TYPICAL, PIPE$IZE
ADO RUBBER OR
fELT BE7M�EEN
i PIPE ANO SADOLE
ANCHOR BOLT
� 3/4�GHAMfER AT ALL
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♦.
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n ROOFlNC FELT TO BREAK
v BOND
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v� ° � 4-/5 VERfICAL BARS
d
a � . �— Q
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�
EPDXV GROUT I
EXISTING SLAB i NEW CONSTRUCTION
P�PE P�PE AMCJIOR PEDES//Y.
SRE. DIA STRAP 801i5, DN 7H�CKNESS
6'-t2' t/s'.2' t/2' t2'
14'-24' 3/8'z2 1/2' S/8' 16'
30�-18' 1/YY7' J/4' 24'
SADOLE PIPE SUPPORT n
NO SCALE 00
�� �. �
IRAL P.E J. 8LM^.K
1 D61CN J_ MRCHELL
�ecnmeL R. u+oaEw
PROCE55 T.QUIGtE1'/S.
:MANN'.AL B. ALL=RFIEI
ECTRIGIL K. BUECHLE
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N 6'SCH �0 RPE FOR 12�k UP
p 4'SGH 4p PIPE FOR 10�
� 3"SCH �O RPE FOR 8�
� 2 1/2�SCH 40 PIPE FOR 6'
� 2'SCH 10 PIPE FOR 4'
3/8
OD + 4'
1'NON- +
, 5liRIPIlC
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(4)3/4'pN O �
ANCHORS WffFl -
LEVEUNG NUTS Q 0 �
dc WASHERS
1/Y STEEL PUTE
WfTH 1/2� RADlUS CORNERS
� FLOOR PLATE
1. NOT INTENDEp FOR iHRUST RESRLVNT. SECTIQN
FLANGED PIPE SUPPORT n
NO SGLE
8
�WPE SADOLE
�PROVIDE Cl/WP
1MTH SUPPOiR
'B'
0
D
LENCTH k 1HREA05 TO
� ALLOW MINIMUM ANO
AIAXMIUAI DINENSIONS
SFIO'NN IN TABLE. USE
°n STRMGM THREADS.
'A"
SCHEDUl.E 40 PIPE
,C• / EDUCING �FLANCE
II: • I t. -
(4) EPDXY ADHESIVE
ANCHORS, SEE TABIE C
FlOOR PI SIFPOftf e. mw
DIMENSIONS IN INCHES
� A �• �• YINIYUM DNAIpMUM D��EAISBED
s s �/z z �/s i ,�z s a �a s!e s
a 2 i/z > >/z s a i/z u �/z s/e s
s i/2 z �/z i i/z e e i/z ia i/z s/e s
4 3 2 1/2 9 9 1/2 14 5/E S
6 3 2 1/2 g 10 1/2 15 1/2 S/6 S
B 3 2 1/2 9 11 7/2 18 1/2 5/8 5
10 3 2 1/2 9 13 1/2 18 1/2 5/a 3
/2 3 2 7/2 9 13 19 1/2 S/8 5
14 4 3 71 16 7/2 20 7/2 J/4 6 S/b
16 4 J 11 17 1/2 22 1/2 3/t 6 5/8
19 6 3 1/1 13 1/2 19 1/2 24 3/4 6 5/8
m e a i/z ia i/z z� zs i/i a/s s s/e
s4 6 4 �3 t/z za i/z ze i/z s/s a 5/e
JO 6 4 13 1/2 27 31 7/2 3/� 6 5/6
32 6 s 13 1/2 26 1/2 32 1/2 3/4 6 S/s
� e a i� i�z ao �/z u i/z a/+ s s/e
AUJUSTABLE PIPE SUPPORT n e
NO SCALE 000002
'Z� Fl1TNG
MODIRAR FHAdM1G STRUT, 5'-0' OC
MAIC, UI�E55 SHOWN O7HERWISE
� . PIPE CLAMP-WHEN USED WfTH PVG
� ' OR F'�ERGIASS PIPE, PROVIpE STEEL
� _, � SHIELD AROUNp a1PE AT GUMP
WfiFl LOOSE Fff, COPPER TUBES 70
o HAVE 2�STRIP OF RUBBER FABRIC
� ' . .
U •� :I
� �, wHERE lENG7H IXCEE05 3'-0',
� PROVIOE IMTERMm1ATE SUPPORT$
• AT WU(3'-0'SPAqNC
� NOTES.
1. UP TO 9'OIAME7ER PIPES ONLY.
2. MAXIWM OF 3-6'PIPES.
t/2'DIPIWSION OR EPDXY ADHESIVE A
�� ANCFIORS INTO CONCRE7E, 1/2'BOUS
IN7D MIOOD OR YEfAL WALLS
FACE OF WN1 OR CEIUNG
- SURFACE MOUNT MODULAR
STRUT PIPE SUPPORT n
NO SCALE OtO50t
� Ground Water
Rule �neral Process Details
�� Improvements
0 O 1' 2' FlLENAME OOD002.d�g SHEET
Va�.Colondo 2010 SCUE ws wofeo OOD0�2
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2
"DETAiL 1 HAS BEEN REMOVED FROM THE
SCOPE OF WORK FOR THIS PROJECT"
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INSULATING JOINT BOND DETAIL �1
NO SG1LE
7RENTON�1 WAIt TME
AND/i PRIMER
G CASKEi
ONE P�ECE �
WAllA71NG FLIWCE
SIFEVE AND LU6
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OP110W1L WASHER STEEL WASHER (F{J8)
�,Ep�p�7 FUNCm JOINT
ONE PIECE INSULAiMG
SLEEVE AN�WASHER
INSULATED JOINT INSULATED ROD
INSULATED JOINT DEI'A!L n
NO SCALE
PROJECT A4INAGER SAItAH C. CLARN
STRUGNRAL P.E.J. 6LACK
>iRUCNRAI DESIGM J. MRCHELL
ARCHITEC7URAL R. ANOREW
aROCess T.oum,�v/s.eoor
MECIiAM(',AL B. ALL7iHEillCEP
ELECTPoCPL K. BUECMLER
DRAWN BY R. NELSON
RE6/s
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6 I 7 I
NO. 6 MVC COPPER M1RE
CADN�FLD(ilP.) 16�MA%.LOVGIH
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36'- NO.6 ANG
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COPPER WIRE
FOlLO'NER RNG
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BONDING ACROSS COUPLING
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JOINT BONDING DETAIL n
NO SG1LE 000007
❑
8
� Ground Water
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0 i' 2' FlLENMIE 000003.d.q SHEET
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PROJEGf ANNAGER SAftAH C. CURK
STRUC?URAL P.E.J. BIACK
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ARCHITECTURAL R. ANDttEY/
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EXfERIOR WALI,
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LOINER PROVUED
AS SCFIEDULED
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� 6• INSUUTE PIPE WR}I DRfIHERY
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NOT TO SCALE ��
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NOT TO SGLE W11102
Ground Water MECHANICAL SCHEDULES AND
�� Rule DETAILS
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0 1' 2• F0.ENAME OOMt02.drq SHEET
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F32T8-CW PENDANf 2-W1P, 720V, VAPOHTITE F�UpRESCENT, FlBERqASS MEULU7C/Vf-2320R L!►1{pNiA/
� 12'AF.F. FIOUSING, WATERPROOF AND CHEMICAL RESISTANf. OV-2-32-AR-120-CEB
IXt AS RAPID START. ELECTRONIC ENERCY SANNG BALlASf.
NOTEO ���E EMERGENCY BATfERY PACK WHERE INDICATED_
t00W WALL k5 INCMpESCENT WRH WALL Mq J-BOX. 120V. 3/4 CROUSE-HINOS/ �
J�( �-z5 ��� HUB. GLOBE AND GUARD. WRH 40TION SENSOR VXHBF22GP
`3•:� acnv�now
35W PM w�L/ EMERCENCY REMOTE HEAD OUTDOOR, 6V, ALUMINUM LITHONW ApFitpVEO EOUAL �
F�3 36 INCM1. B� ABOVE HOUSING, SWNEL HEAD, CLEAR HEAT RESISTANT CLA55 p.p-Wp
GRADE OR a�E 35W PAtt J6 SEALED-BEA4{ INCANDESCENT LAMP.
AS NOTED
E WATf WALL EMQtGENCY LIGHf; FlBERGlA55 LITMONN/ APPROVED EWAL �
INCANO. T-0'AF.F. REINFORCED POLYESTER HOUSINC WRH SST FiAROWARE: Z650 SU, TDi
� 120 VAC INPUT; 5'cALEQ, IAAINTENANCE FRE£ lE1D-GLCIUTA
BAiTERf: PROVIDE TIME DEtAY ON SHUTOFF REWIRED.
TNO HEApS; WfTFI SElF-OIAGNOSRCS
LEp SURFACE CAST ALUMINUAI LED TYPE: BRUSHED
�^ �,p�J►R� ALUMINUM FlNISH; RED LEITERS: 720 WLT �_��R_�Z� �PROVED EIX1AL �
f� �pV�, OPERA710N; SINGLE FACE, SOLID-STATE IX�
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CONDUIT TRANSITION TO
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NOTE:
t. ��E GRADE CONDUR SHAIL BE CRC.
2. UItl51RUT SHAlL BE 1 S/B' OEEP, SOLID 7YPE.
J. CONOUR StiALL BE CONTINUOUS BEIWEEN THE TRWSFORMER AN� MEfER SOCNET.
4. MISTALLATION SFipLL BE COOROINATED MJ�MPRpVED BY HOLY CROSS ENERGY.
S. CONTR/�CTOR SFW_L PROVIDE MEf�Ft SOCKET WIfM A 5T11 IERMINAL INSTALLED IN
T1£9 0'CIOCK P09ilON AND CODINECTED WfTHIN THE SOCKEf TO NEU7RAL
RACK MOUNTING DETAIL n
N0�TO SCALE OOE001
PRQIECT MMYICER SaRqM C. CLARK
ST�UCTURAL P.E.J. BtACK
STRUCTURAI DESIGN J. MRCHELL
ARCHfTECTURAL R. ANDREl4 __..�- �
PROCESS T.OUIGLEY/S.BOOTKER �
MECHANICAL.B. ALLERHEIUCEN
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FOR COIiSTRUCTION DRAWN BY R. NELSON
DESCRPTIOM PR0.JECT NUMBER 000000000092383
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1. COMBINEO EOUIPMEPR 10A05 PER 36' SPAN SHALL NOT DtCEED 500 LBS.
2. PROVIDE GROUNOING FOR OUTOOOR IN5TALUTIONS, PER SPECIFIGTON 76060.
3. MOOUIM SfRUT WIDTH: 7 5/8'.
4. ftACK ASSEMBLY MATERW.: GALVANRED PER SPECIFICA?lON 18010.
5. ANCHORS: STAINLESS STEEL. t/2' DIAMEfER. 3 1/2" ELtBEDMENT. PER
SPE�FlCATION 05505.
6. PROTECT SURFACES WfTH DISSI►pLAR AIATERIALS IN ACCOflDANCE WITH
SPEGFlCATION 09905.
7, f�PNR CUT ENpS AND DAMAGED SLRfACE$ �N ACCORDANCE WITN SPECIFlGTION
0550.5.
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i. NUMBER OF CONDUffS AS REOURED FOR 7HE APPLIGT�ON.
SERVICE ENTRANCE CONCRETE
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BOOTH FALLS (WELL R7) DEMOLITION PLAN
�/2' - i'-o'
PROJECT 4ANAGER SARAH C. CU
STRVCTUHAL P.E.J. BIACK
iTRUCTUR/�L DESiGN J. YITCHELI
ARCH�7ECTURK R. ANDRtIY
___ PROCESS i.Ql7�Cl£Y 5.0
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O7 EXISTING RESfRA1NE0 MECNANIGL JOINT
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O2 ld MAGNEf1G FLUW MEiER TO BE
REMOVED AND RECONNECTED. SEE SHEET
02D701.
Q REMOYE EXISIING PIPING AS SNOWN ANO
�45CARD
O4 REMOVE ABANDONED TA8 FEEDER AND
EQUIPMENf PAD. SALYACE TA8 FEE�ER
TO T}1E 6WNER.
US RELOCATE IXISTING RECEPTqCLE FOR NEW
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O6 EXISTING ZINC ORTHQPHOSPHATE
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O7 IXISTING C�i ANALYZER, OISCONNECT
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ST�GCTIRA�.. ?.E. J.�BtACK
_ STRUCTURAL DESICN J. M TCHELL �
--- __ . --- __
ARCHITECTURAL R. MIDREW
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PROCESS T.pU�CIE'!/S.80DMI
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MECHANICAL B. ALLERHEILIGEN
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ELECTRICAL K. BJECHLER
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DR4WN BY R. NEL501v
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KEYNOTES:
1OCONNECT SAMPLE LINE TO HATCH
MOUNTED SAAIPLE PUMP.
� O2 1" x 3/4' REOUCER.
O3 SHALLOW BURY, 3/4" CL. SAMPLE JNE,
INSUUTE AND HEA7 TAPE TO PREVENT
; FREEZING.
� O4 12" QI.?. SUPPLY UNE (APPROXIMATE
h TOP OF PIPE EL. 8462)
P
. OS MOUfVT NEMA 4x ENCLOSURE i0 THE
OUTSIDE OF THE TANK HATCH FOR
SAMPIE PUMP, SP201.
6 E�UIPMENT PAO TO El(TEND 8" BEYOND
e�ootn rans �wen rcr?
Site Work
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SCALE 1"=20'
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AS i
STATION i5
CURREN7LY IN
THE SAME
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ON SHEEf
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BOOTH FALLS (WELL R7) PLAN
I�L' _ , _p.,
PROJCC? AIANACER SA4A}1 C. CL1RK
SfRUCTURAL �.E.J. BLACK �
iTRUCiURAL DESICN J. MRCHELL
ARCHIiECTURAI R. ANDREW
PROCE55 T.QUIQEY/S.BOOTKE
MECHANIGL F3. Al�_E}iHEWGEN
ELFC7RICAL K, B�ECHLER
�DRAWN �3Y R.�NEl50N �
PRQIECT NUMBER 00000000�092383
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Ground Water
Rule
Improvements
8
K[Y NOtE_�
C�NEW 55 GALLON CONTAiNMENT SCALE WITH 15 GAL
FL QRUM (iYP).
�NEW 10' WAFER STYLE STATIC MIXFR. CONNECf
S/8" Fl TUBINC TO tiEW STA71C MIXER.
SEE DETAIL 1/OOD001.
ONEW Fl METERING PUMP. CONSTRUCT PUMP SHEL�=
PER D�AIL 4/OOD(M1, ANO PROCESS PIPINC PER
DEfAI� 9/QODOQt.
�4 NEW 1"VENI", NWiE OUi5�0E WELL HOUSE MIM B
Ff OPF GROUND, TERMINATE fNTER10R CONNECTION
VENT 4 FT OFF FLOOR WITH FLEX18lE OUICK
CONNECT. SEE DETAII 5/WD001.
O$ NEW 10" FLANGED BY PUIN END DIP. CONTRACTOR
TO VERI%Y LENGTH IN PIELD.
aNEW 3/B' FL TUBING IN 3/4" PVC CARRIER PIPE
ONEW 1/2" SA1APlE l.(NE 70 NEW FL ANALYZER AND
EXISTINC C�� ANALYZER.
8O MOUNT NEW FL ANALYZER ON WAIL, COhA81NE
DISCNARGE WI�H EXISTING Cl.i ANAL7ZER.
O9 NEW 55 CA�LON CONTAINMFNT SCALE FOR CI DRUM
(TYP),
10 NEW SADDLE TAP FOR CL� INJECTION. ( SICE TV
MATCH EXISTING CtH SADDLE TAP)
i 1 NEW ^Li FEEO PIPING. PIPE MATFRIAL AND SIZE TO
MATCH EXISTING Cl., FEED PIPING.
12 RE�ONNECT EXISTING CL� ANALYZER TO NEW 1/2"
SAMPLE UNE.
13 3/4" Cl.� SAMPLE UNE FROM BOOTH FALIS TANK.
14 3�4� E1ACK PRESSURE VALVE, >Ef AT St PSi.
�5 3/4" TAP, FOR CL, SAMPLE LINE BYPA55 PROM
TANK.
16 1�2" Cl� 5AMPLE UNE.
77 1/2" GLOBE VA�VE FOR F�OW CQViROL TO
ANAIYZER.
AIpUNT NEW CL. ANALYZER ON WALL WITH A
MICRO-ROW ME7ER ON 1}IE DiSCHARGE. ROUTE
OISCHARGE i0 THE FLOOR DRNN.
19 RE-TAP FXISTING 1�4' TAP AB'�_E TO ACCOMMODATE
A 1 1/4" 11NE
20 VEW 1 1/4" PW UNE
21 NEW ESEW, CONNECT TO PW UNE.
5EE DETAI� 3/000001.
22 NEW 10" MEGA-�UG.
23 CORE DRILL OPFNINC. AND SEAI. FiLL WRH
C041PRESSIBLE OR EXPENDpBLE FOAM SFAANT.
zq NEW 10' OIP FLANGED BY MEC!iANICAL JO'�NT
SPIGOT. (LENCTH � 2'}
z5 1/2° z t/4" PVC REDUCER.
25 3/4' ?VC CHECK VALVE.
Q� ADp A MICRO-FLOW METFR TO THE CpM81NF0 C��..,
ANALYZEP., FL ANALYZER. DISCfIARGE AND �40UTE 10
F�OOR DRAIN.
28 RFMOVE EXISTING CI METFRING PUMP, SAU�AGE 'O
iHE OWNER AND INSTAL� NEW CI MEfER PUMP.
29 RECONNECT 10" MAGNETIC FI.OW MEfER. {MEfER
FIJRNISHED BY OWNER}.
30 1/2" THREAD-O-�Ef FOR SPMPLE UNE
CONNECf10N.
31 NEW F',ANfFO �OUPLING MAPTOR_
32 1 1/4" FRESSURE REOUCING VALVE SEf AT SO �51.
33 INSTAI,L E6fERGENCY EYE WASH STATION WITH TWO
16 OZ- SALINE BOTTLES.
3S INSlALL 1" CORP SfOP W/1" BALL VALVE FOR A
RAW WA7ER SAMPLE TPP.
Booth Falls(Well R7)
Process Plan
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4. ENCLOSURE FOR--�N� � A ��
JET PUTAP SP201 . 4 !� �' �s;���
MOUMTm OU'SIOE, �'+ � ' �'�� � b s� �'��
BEHIND THE EXISTING �,,. ` '���-� ��'°a. a. ,. �' �
HATCH, SEE 02E102 �r"J�'1P � ��
FOR DEfAILS . �� - `''_� � �'�-CORE ORILL 1 1/2" HO'�E
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1 1/4' SUCTION PIPE �" ,(� ' . �-�. +��'+ �
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TO 5' ABOVE TF1E TANK •y��! �, •�
FLOOR, EL. 6464.25't . _ .. v� .e.. .. . , . � *���.. ��Q,+� „
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GENERAL NOTES:
1. PROVIDE A MINIMUM OF THREE PIPE SUPPORTS IN TANK
FOR 1 1/4� PUMP SUCTION LINE.
2. PUTAP �NCLOSURE SW�LL NOT BLOCK ACCESS TO TANK
ACCtSS IAODER.
TANK HATCH DETAIL �1
NTS 10�
_ _______ .._. _... . .. .
UEO FOR CONSiRUG710N
4
PROJECT MANAGER SARAFi C. CLARK
.—_...... _.�. ----......__._.
STRUCiUfL1L P.E.J. BLACK
___ _— _—_ _—
iTRUCTUR4L DESIGN J. MITCHELL
_---_—. _ _.
ARCHRECTURAL R. ANDREW
PROCESS T.pUICLEY/S.BODiI(ER
� � MECHANCAL B. ALLERHEI'_IGEN
ELECTRCAL K BUEChLER
DRAWN BY R. NElS4N� ���
PROJECT NUMBER 000000000092181
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1�AIR RELEASE VALVE WITH AN
OPERATING PRESSURE RANGE OF
0-75 P51, SEE DETAIL 7/OOD001
EXISTING 10" PIPE
1/2" TAP
FLANGED �WPLING
AOAPTQR (T`!PJ
COMRACTOR TO PRONDE ANO �p•
INSTALL NEW 10" FUNCED BY �
PWN END DIP. CONTRACTOR �- - -– - ��-- ----—
TO VERIFI' LENGT}; IN FIFID, �
SEE PROCESS PLAN.
�_��–B� � 3�–�0� I
�-- �i
RELOCATED EXISTING
10" MAGNEfIC FIOW
METER
SECTION n
�/p" _ �'-0' 02DI01
Ground Water
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Process Section and Details
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RN NEVI CHLORINE
O MICRO-FLOW METER AND POWER SUPPLY ANALYZER
I I i EXISi1NC CHLORINE
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10'
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LP-13,
aru Rru a
CI �-E%�5TNiG RECEF'TACLE
COVTAINAIENT MICRO-FIOW METER AND POWER SUPPlY�9
EXIST'��NG SCALE
3 10 RECEPTACIE INOICAiO� ��ORI�E ANALYIfRQi
FLWR��E CONINNMENT
LP-14
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COHTINUfQ� HEAT TRACE PANEL
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02E102
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ro
SCALE INOICAtOR
NEW CI PUMP ip
RN
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FLUORIOE
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BOOTH FALLS (WELL R7) PLAN
1/2" � t'-0"
ISSUED FOR CONSTRUCTION
11
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DETAIL �
NTS '
PROJECT MP.NAGER SARAH C. CIARK
.__.___._.
STRUCTURAL P.E.J. BLACK
STRUCTJRAL DESIGN J MITCHELL �
-- __ __- --
ARCHITECTURPL R, ANOREW
-- _ —
PROCESS T WICIEY/$.BODTKER
. .. .__— " _ '""-
MECHANICAL B. ALLERHEILIGEN
—.. ___. __-.. . ___.
ELECTR�CAL K. BUECNLER
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DR4WN BY B. REUSS
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PARTIAL INSTRUMENTATION ONE-UNE
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Ground Water
Rule
Improvements
2010
8
GEMERAI NOTES:
1. UPPER LEVEL IS CLASSIFlED AS DRY. LOWER LEVEL
IS CLASSIFIED AS WET, CORROSNE.
KEY NOTFS:
1O MOUNT FLUORIDE MIALttER QN WALL AT LOCATION
SHOWN. CONNEC7 TO E?(STING RECEPTACIE.
CONFlRM TOP OUTLET OF D(ISTINC RECEPTACLE IS
CONTINUALLY HOT.
OZ MOSCAD-L UNIT IS LOCATEO IN EXISTING MCC, IN
UPPER LEVEL OF BUILDING
OFLOURIDE PUMP RECEPTACLE SFiALI BE INTERLOCKED
WI1N WELL PUMP OPERATION: WHEN WELL PUMP IS
�1. RECE�TACLE SHALI BE HOT. WHEN WELL PUMP
IS OFF, RECEPTACLE IS OFF.
QEXISTING 120/240V CUTLER-HAMMER 125A, iP, �W
UGHTING PANEI. FURNISH AN� INSTALL ACCURATE
UPDATEO, TYPED PANELBOARD SCHEW�E. MOUNT
ON PANEL DOOR INTERIOR.
OFURNISH AND INSTALL i-JQA GFEPCI, 1-POLE
CIRCUIT BREAKER TO E%ISiiNC UGH'RNG PANEL FOq
HFAT TRACE CIRCUR. SEE S�iEET 02C101 FOR
HEAT TRACING LOCATION.
6� REIACATE EIfISTINC RECEPTACLE TO THE INDICATED
LOCATION. SEE SHEET 02X101 FOR EXISiING
LOCAitON.
7O E7(ISTINC IACC IS LOCATED ON UPPER LEVEI.
O8 OiSCANNECT AND RECONNECT E%ISTING CABLE TO
RELOCATED ROW ME��'ER. REFER TO 02K101 FOR
ExisnNC �ocAnoN.
BO MOUPIr NEW MICRO-FlAW METEF ON pISCHARGE
FROM ANALYZER(SJ. MOUNT POWER SUPPLY ANU
CONNECT TO MICRO-ROW MEfER.
10 CI PUMP SHALL 8E PLUGCF.D INTO A RECEPTACLE
THAT IS ALWAYS HOT. CONTROL OF CI PUMP SFiALL
BE YIA SCADA.
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PARTIAL LIGHTING PANEL ONE-LINE
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Electrical Plan and Details
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PMlE4 DI�ONNECT SW�TCH---�,
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EQUIPMEN7 PAO,
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SECTION 3
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Booth Falls(VUell R7)
Electrical Site Plan
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03-27-2012 Inspection Request Reporting Page 17 ;
4'10 pm V,ajl, CO - Citv Of ��'Ti�-03��'
Requested inspect Date: Wednesday, March 28, 2012 ;
Site Address: <None Listed>
3095 BOOTHFALLS RD(WELLS SITE NEAR TRAI t
A/P/D Information
Activity: B11-0242 Type: COMBO Sub Type: ACOM Status: ISSUED �
Const Type: Occupancy: Use: Insp Area: �'
Owner: TOWN OF VAIL
Contractor: STANEK CONSTRUCTORS INC Phone: 303-980-8233
Description: Installation of new fluoride feed system,corrosion inhibitor system, 3/4"sample line and eyewash and safety F
show.This involves installation of new small bore piping; drum scale,fluoride pump, and corrosion inhibitor �
pum p.. Replacement of MOSCAD modules in RTU for update of SCADA transmission. Modifications/ k
additions to existing lighting panel to provide service to�luoride fee and monitoring equipment and corrosion ,
inhibitor feed equipment.
Requested Inspection(s)
Item: 90 BLDG-Final Requested Time: 08:00 AM Y
Requestor: Phone:
Comments: follow u�
Assigned To: ''**''* *''" Entered By: JMONDRAGON K
Action: Time Exp: i
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Inspection Historv �
Item: 110 ELEC-Service
Item: 120 ELEC-Rough
Item: 190 ELEC-Finai
Item: 210 PLMB-Underground f
Item: 220 PLMB-Rough7D.W.V. z
Item: 230 PLMB-Rough/Water
Item: 290 PLMB-FinaT
Item: 90 BLDG-Final
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