HomeMy WebLinkAboutVAIL VILLAGE FILING 7 TRACT B GOLDEN PEAK BASE 1996 LEGALV.., V.rf*st\ 7 -r"J R t,td*%18^" tI%
Ovul@ o
Vail Associates, Inc.
Crearors and Openton of Vait and Beaver Creekt Resoru
IR}}ISITTTAJ. LETTER
DESTGN AND CONSTRT'CTION
479-3L4O Telephone
479 - 3148 Fax #
PRO.IECT:COIXIRACT NO:
REFERENCE NO
E/4o
DATE:
IF ENCLOSI'RES AAE NOT AS
NOTED, PLEJASE INFORM T'S
I}TMEDIATEI.Y.
IF CTIECKED BELOW, PI.EASE:
( ) ACKNOWLEDGa R.ECEIPT oF
ENCI.OSI'RES.
il RETI'RN ETCLOSI'RES TO I'S.
TRA}|S$IT:
tr4- xeREwlrrr(') :N AccoRDAlrcE wrrll YouR
il ENIDER SEPAR}TE COVER VIJL
REQI'EST
FOR IOIIR:( )- APPRovAr.
F nwrew & cotit![ENT()ssE
THE FOI.ILOJYING :t4 onewrNcs( ) specrrrcATroNs() CFA*.IGE ORDER
()Y DISTRIAUTION TO P}RTIES
RECORD
( ) urFoRnAtroN
SHOP DN.A!{TNG PRT$TS ( ) ser4Pr.Es
SHOP DRAWING REPRODSETIONS () PNOOUCT LITER]LTOREI{f'*nexoA- (ouea cetlqtz
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ACTTON:
RE}'ARKS :
A.
B.
ACTION INDICATED ON TTEM (S )
NO ACTION REQOTRED
FOR S IGNATSRE AI{D RATI'RN TO
TRANSUITTED
TIIIS OFFICE
FOR S ICTiIATSRE AI{D FORW}IDTNG AS
NOTED BELOW I'I{DER N REMARKS II
SEE ''REITARKS N BELOW
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CoPIES To: . (wrTH ENCLoSITRE(S| /,/1 , nuasrerFile ( ) lll / /ll //1P:A [] l/'/L/h,4h/
t tt=rl4 -..r-L-'r.<t l: ( ) | /- V 'Wgne'6n/al t I i ,", n/.r c/,'a"rl r'oi""t r{anaser
Planning, Deeiga & constructioR
Posr Office Box 7 r Vail. Colorado 81658 . USA - (l0l) 476-560l
07/15/96 foN 11 :46 FAI S704764808
June 12, 1996
ADDENDUM #12
lo the
DOCUMENTS OF CONSTRUCTION
ISSUED TO:
FOR:
ISSUED BY:
ATTENTION:
All Plan Holders of Record
c,/o Weitz-Cohen Constructio n Company
E99 Logan St., Suite 600
Denver, Colorado 80203
Golden Peak Base Facility
Vail, Colorado
Architect's Project Number 18043.00
Pierce, Segerberg & Associates, Architects: Tom Mayhew
1000 South Frontage Road West
Vail, Colondo 81657
This Addendum #12 in its entireqf shall modifi'and become a
Contract Documents: ALL parts of the original drarvings dated
Project Manual dated 1122196, and previous Addenda #1, #2- Fi.
E ooz
Page
of the
l9196, and
,#5,#6. #7,#8-
n ith tlre fotlowing#9, #10 ald Addendum #l I dated 6/l/96 shall remain in full fo
revisiorrs incorporated.
L ArchitecturalDrawings:
30" x 42" reproducibles ofthe original Drarvings dat
hereby reissued with revisions dxed 6l12196 for inco
the Construction Docunents (see Drasing List belo
I lr t9/96 are
poration into
't
Drarving list:
A0.0, Al.l, A1.2, At.3, A1.4. A2.l- A2 2. A2.3.-{41.d. A2 5. A2.6
A2.7. A3. t, A3.2, A3.3. A3.4. A.4.1. Ar 2. A4.3. AJl.l. .{5 2,
A5.3, As.4, A6. t, A5.2. A6.3, 47. i. A7.2, A7.3..{i1.1. A7.5, A?.6
A8.1, A8.2, A9.1, A9.2, A9 3. Al0 l, .{10.2, At0 3ilAl0.4, Al0.s
All other terms, conditions and instructions of the Contract Documents remarn unchilreed.
NOTICE: Receipt of this Addendum must be acknowledged in 1'our bid. Atl ilbidders shall list the
following on a cover lener included in their proposai' ii
A10.6, A10.7, Al LI, Al1.2. Al1.3. Al L4. Al2.l. iq.l2.2
"We acknowledge the receipt of Addendum #12 and trave incllrded
all associated items in tho following proposal."
Picrc€, Selerb.rt &ArocirlarAr<hit ct , PC.,A.la-
fr'f:fn oftic. f OOO S. Ftont S. Rodw Vril,co 81657 lax:9701761608 ptone:970 476({iX
Dcnwr oftcr l6f lWhzee Stnin Sulc C2 oenvcn Co 80202 fo'. ?0t 0) 2267 phoar:30! (13 3355
END OF ADDENDUM #I2
l': prj\goldpcak\docs\addndm I 2.doc
ptvuT
P'erce. !q6s6qrg & A5ro(E(er
A.ch(e<(r. pC..A.t.A.
Hern Office
t000 S. FronGte Road W
vr,t. CO I t657
. for;970 476 4608' phoner 970 476 44ll
Denwer Oflice
l6l7 Ws19q !11qs1
Silta C 2
Denver CO 80202
for !0] 52] ?261
pi,one !0J 52! 3J 55
June 1, 1996
ADDENDLM #I I
to the
DOCUMENTS OF CONSTRUCTION
ISSUED TO:
FOR
ISSLIED BY
ATTENTION
All Plan Holders of Record
cio Weitz-Cohen Construction Company
899 Logan St., Suite 600
Denver, Colorado 80203
Golden Peak Base Facility
Vail, Colorado
Ar.chitect's Project Number 18043 00
Pierce, Segerberg & Associates, Architects: Tom Mayhew
1000 South Frontage Road West
Vail, Colorado 81657
This Addendum #l I in its entirety shall modif-v and become a part of the
Contract Documents: ALL pans of the original drawings dated l/i9196, and
Project Manual dated l/22196. and previous Addenda iil, #2, =i, #4' #5, #b
#'1 .#8.#9 and Addendum #10 dated i 7/96 shall remain in full force with the
following revisions incorporated
Civil Drarvings:
i0" r 42" reproducibles of the orieinal drawLngs dated li l6r'96 are
hereby reissued u'ith revisions dated 6i l196 tor incorporation rnto
the Construction Documents (see Drau'ing List belorv)
Drawing list:
D.A.M., CA, CB, CI, C2. C3, C4. C5. C5A', C6, C7. C7A, C8,
C9, CIO, CIOA, CII, CIIA, CI2, CI3 C14, CI5. CI6, CI7
c18, Cl9, Cl9A, C20, C2t. C22. C23, C24, C24A, C25
Landscape Drawings:
30"x42" reproducibles of the ori-sinal drawings dated l/19/96.
are hereby reissued with revisions dated 6l l196 for
incorporation into the Construction Documents (see Drarving
List below)
2
i ,prj\goldpeakldocs\addndm I I doc
{
Page 7
Drawing lisr:
Ll,L2,L3,L4, L5, L6, L6-t, L6-2, L7, L7.1, L8, L9, Ll0, Lr l,
Ltz,Lt3, L13-1, Ll4, Ll5,l-1, I-2, I-3.
3. StructuralDrawings:
30"x42" reproducibles ofthe original drawings dated l/19/96,
are hereby reissued with revisions dated 6ll/96 for
incorporation into the Construction Documents (see Drawing
List below).
Drawing List:
Sl, 52, 53, 54, 55, 55.1, 56, S?, 58, 59;S10, Sll, S12, Sl3.
S14, SIG, S2G, S3G, S4G, S5G, S6G.
All other terms, conditions and instructions of the Contract Documents remain unchanged.
NOTICE: Receipt of this Addendum must be acknowledged in vour bid. All bidders shall
list the following on a cover lener included in their proposal:
"We acknowledge the receipt of Addendum # I I and have
included all associated items in the following proposal."
END OF ADDENDLTN{ #I I
t:\,rj\goldpcak\docs\addndm I l.doc
t.i
I J' t
May 7, 1996
ADDENDUM#IO
to the
DOCLIMENTS OF CONSTRUCTION
ISSUED TO:
FOR:
ISST]ED BY:
ATTENTION:
All Plan Holders of Record
c/o Weitz-Cohen Construction Company
899 Logan St., Suite 600
Denver, Colorado 80203
Golden Peak Base Facilitv
Vail, Colorado
Architect's Project Number I 8043.00
Pierce, Segerberg & Associates, Architects: Tom Mayhew
1000 South Frontage Road West
Vail, Colorado 81657
Page I
P,er(e. SeSerberg & Assocrares
Arrhirect5. PC., A.l.A
l'1a'n Ofiice
l00O S. Frontage Road \Al
Va,i. CO 81657
fox: 97O 476 a&8
ghc/)e: 97O 47 6 4413
One Tabor Center
1 ICO Sevenreenth 5t
Surte 5l5
Denv€i CO 8020?
fox: 303 623 2762
ptoner 303 523 3 355
This Addendum #10 in its entirety shall modify and become a part of the
Contract Documents: ALL parts of the original drawings dated l/19/96, and
Prolect Manual dated l122/96, and previous Addenda #1, #2, #3, #4, #5, #6,
#7, #8 and Addendum #9 dated 4/26196 shail remain in full force with the
following revisions incorporated.
Civil Drawings:
30" x 42" reproducibles ofthe original drawings dated ll16196 are
hereby reissued for incorporation into the Construction Documents
(see Drawing List below).
Drawing list:
D.A.M., CA, CB, CI.C2,C3,C4, C5, C5A, C6,C7, C8, C9,
cl0, cl0A, c11, cl tA, cl2, cl3, c14, cls, cl6, cl7, c18,
cl9, c20, c21, c22, c23, C24, C24A, C25.
Landscape Drawings:
30"x42" reproducibles of the original drawings dated l119/96,
are hereby reissued with with revisions dated 517196 for
incorporation into the Construction Documents (see Drawing
List below).
l.
a
f:\prj\goldpcak\docs\rddndm | 0.doc
5.
i
6.
7.
Page 2
Drawing list:
Ll, L2, L3, L4, L5, L6, L6-t, L6-2, L7, L7.1, L8, L9, L I 0, L 1 1,
Ltz,Lt3, Ll3-1, L14, L15.
Summary of Addendum #10 Site Revisions-Landscape:
8 l/2" x I I " reproducibies of the " Summary-Golden Peak
Addendum #10 L series-Site Revisions" dated 5/7196, is hereby
issued for information purposes only, and is not intended to
become a part of the Construction Documents.
Architectural Drawings:
30" x 42" reproducibles of the original Drawings l/19/96 are
hereby reissued with revisions dated 5/7196 for incorporation
into the Construction Documents (see Drawing List below).
Drawing List:
L2.t,42.2, A4.1, A4.2, A4.3, A9.1, All.1, All.2, A12.1.
Structural Clarifi cation Drawings :
8 l/2" x 11" and 8 l/2" x 14" reproducibles of the original Drawings
dated 517/96 are hereby reissued for incorporation into the
Constnrction Documents (see Drawing List below).
Drawing list:
SCD6, SCD7, SCD8, SCD9, SCDIO, SCDI IA, ACDI IB,
SCDI lC, SCDl ID, SCDl IE, SCDI IF, SCDI2, SCDI3,
SCDI4, SCD15, SCD16,{, SCDI68, SCDI7, SCD18, SCD19,
SCD2O, SCD21, SCD22. SCD23, SCD24, SCD25, SCD26.
SCD27, SCD28, SCD29, SCD3O, SCD31, SCD32. SCD33,
SCD34, SCD35, SCD36.
Narrative of Addendum #10 - Structural:
8 l/2" x 11" reproducibles of the "Addendum #10 - Narrative,
Goiden Peak (M&N #2790)" dated 517/96 is hereby issued for
information purposes only, and is not intended to become a part
of the Construction Documenn.
Architecturai Supplemental Drawings :
8 l/2" x 11" reproducibles of ASI Drawings (see Drawing List
below) dated 513196 are hereby reissued with revisions for
incorporation into the Construction Documents
Drawing List:
i\prj\goldpcak\docs\addndm I 0. doc
all
Page 3
ASII, ASI#5, ASI#, ASI#7.
8. plumbing Drawings:
30" x 42" reproducibles of the original Drawings 1l19196 ue
hereby reissued with revisions dated 5/7/96 for incorporation
into the Constmction Documents (see Drawing List below).
Drawing List:
P l. l, p2 l, p2.2, p2.3, p3.1, p3.2, p4.t, p4.2, p4.5.
9. Narrative of Addendum #10 _ plumbing:
8 l/2" x I l " reproducibles of the Addendum #10 - May 7,1996
Plumbing Narrative" are hereby reissued for information
purposes only, and is not intended to become a part ofthe
Construction Documents.
AII other terms, conditions and instructions of the Contract Documents remain unchanged.
NOTICE: Receipt of this Addendum must be acknowledged in your bid. All bidders shall
list the following on a cover letter included in their proposal:
"We acknowledge the receipt of Addendum #10 and have
included all associated items in the following proposal.,'
END OF ADDENDLM #10
t':\prjigoldpcak\docsraddndm I 0.doc
rl
SUMMARY
GOLDEN PEAK ADDENDUM #10
L SERIES. SITE REVISIONS
DESIGN WORKSHOP, 5.7 -96
GENERAL NOTES
1' This package contains all L-series drawings. It does not contain the I-series (irrigadon), whichhave not been impacted by any addendum .li-srr.
1. Planter at Apres Ski tenace has been reinstated
2. Low stone band with cap along bottom of walls has been deleted3' Chair 6 retaining wall is no .longer rotated as shown by L-ASI-7: it has been shortened. seesheet L4.
4' All h-cap ramps are to be coiored concrete, to match site colored concrere pavement.
Sheet Ll- Overall site plan
l' All h-cap ramp shading has been modified to denote that all ramped surfaces are coloredconcrete.
2. Apres ski terrace has been modified
a' Stair/ramp mountain access combination has been reduced to a single ramp
b. Gate at north end ofupper plaza has been deleted
Sheet L3- Lavout Plan
I ' All h-cap ramp shading has been modified to denote that all ramped surtaces are coloredconcrete.
2' A snow cwb has been added between the chair 6 retaining wall and the east wall of themountain access ramp.
Sheet L4- Layout Plan
1' crosswaik to Manor va' has been changed from painted stripes to paverstones.
2. Chaft 6 retaining wall has been shortened to 50,
Sheet L5- Apres Ski Layout plan
l' A snow curb has been added between the chair 6 retaining wall and the east wall ofthemountain access ftrmp.
2- Stair/ramp mountain access combination has been reduced to a singre ramp.3. Gate at north end ofupper plaza has been deleted
IY
Sheet L6- Enlarged Layout Plans
1. All h-cap ramp shading has been modified to denote that all ramped surfaces are colored
concrete.
Sheet L6-1 - Site Wall Tvpe & Guardrail Reference PIan
l. Stair/ramp mountain access combination has been reduced to a single ramp.
Sheet L6-2 - Site Top of Wall Elevation Reference Plan
l. This plan has been added in its entirety.
Sheet L7- Site Elevations
1 . Top of wall e'levations in detail 3lL7 have been modified
2. Gate has been removed from detaii 4/L7
3. Stairway has been changed to ramp on detail 4/L7
Sheet L7-l - Site Elevations and Sections
l. Detail4/L7-l has been deleted
2. Handrail has been modified in detail l/L7-l
3. Concrete pavers have been replaced by poured in place concrete walk in detail 5lL7'1
Sheet L8- Site Pavinq Details
1. Notes have been added to L/Lq,2/L8, & 3lL8 clarifying surface treatment of ramps
2. General note has been added for above noted details specifoing that all ramped surfaces are to
be coiored concrete.
3. Detail 5,{-8 has been deleted
-1. Detail 8/L8 has been deleted
Sheet Ll0- Site Stairs and Misc. Details
1. Handrail treatment has been modified in details 4/Ll0 & 5/Ll0
Sheet Ll2- Planting Plan
l. Planting removed near chair 6 retaining wall
2. Plant material upgraded to 7 gallon size near transformer enclosure
Sheet Ll3- Planting Plan
l. Plant material names corrected west of Manor Vail buildine
2. Plant material added south of chair 6
3. Reference to sheet Ll3-l added, revegetation at boulder retaining wall north ofchildrens
center
Sheet Ll3-1- Planting Plan- Wall at childrens center
l. This sheet has been added in its entirety
Sheet Ll5- Planting Details
L Planting plan modified to show upgraded plant material size.
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Monroe & Newell
Engtneers, Inc.
May 7, 1996
Pierce Segerberg & Associates
1000 S Frontage Road
Vail, CO 81652
Ann: Mr. Tom lvlayhew
Addendr-un No. l0 - tJrrtaanrvf.
Golden Peak (tv{&N #2790)
Item l: Po*r€ Slr gridJ6-5 and 8.6{, ceaterlinc of CCg coluurn and Type Afooting are I 0" off Grid s
"oa oij C a"d *rl ";J ;; dii-i. u-,
Item 2: Drawing s l ' Grid F-7, dcrete note referring to typicar interior column. Refer tocpnsrete column schedule drawing Sl2.
:Item 3: Drawing sr' Grid F-4, Erevaror #r, 9'-g, dimension from crrid F shoutd beg,_10".
Item 4. Drawing s l' Grid E4, stair #1, 10,-g' dimerision from Grid E should be l l,_0"_
Item 5: Drawing sl, GridE-l and F-r, footing widtrri around erectric transfomrerwailsto the east should be 3,_0" centered b;*;dll --"! v'vv'rrv !....r
Item 6: Drawing sl, Grid c.5-r, dimension fiom Griit l to esst face of g" foundationwall bctwe€n Grids C and D is 6 %,.
ltem 7: Drawing St, Stak #4, top of concrcte foundation wall should be 2Og,_0.not20T-O".
Item 8: Drarrring,s l, Stair.#4 at Grid C.2, refer to S@27 for pilaster hyout ar rop ofwall at head of stairs.
Item 9: Drawing: s I, stair #I, rhe width of the footi4! at thc north and south sides of thestair is 4,-0,' from outside face of walls.
Itcrn l0: Drarving s I, Grid E-2, rcfcr to scDzl for layout at materials lift.
Item I l: Drawing S I, Grid H.2-5, refer to SCD2g for wall layour at water room.
l66f) sewcnreenth st' ' suite to1 r I)e6vsr. colorado ao207 - t30)r 621-4927 - FAX (303) 623-6602
Dqnrer Colo.--+
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12: Drawins sr, crO-ro, stair #2, refer to s6r7 ro. aio,Qio* ar srrir*/2footmg.
Itern I 3 : Drawing s r, Grid E- I 0 a'd G- l o, refer to sGD l g for dimeosiom d Ehators#2 egld #3.
Item 14: Drawiirg'$!, Claid H-lo, the footing width is 4-0'befween Ekryator#3 ad GridH-lo.
Item l5: Drawing,Sl, Fd Itq, $air#6, step top of qast-west footing ttrrt i5 se6[ sgGrid J at mid-tength ofwalr. rop orioot'ing *"" rr""p ri-",irib" tsz+".
Item I6: Ilrawiry SI, gd: F-9, F-10, E-l l, delete note regarding depressing top ofkitchcn area slab. Refer to Architect's drawings roitoc"til., o'rs.r o.pro;oo,ar wdk-in coolers.
Item 17: Drawing Sl, Grid l I, refer to scDlo for revii€d foundation waII arong Grid l l.
It€m 18: Drawing sz, Grid l and d refer to scD29 for tie between strushrar srab atbuilditrg ard exterior slab_on_grade
Item l9: Drawing S{ area_bound€d by Grids 84, H_3; H-5, F_5, F-7, D-7, D9, C|g, C_Tand BJ, dclste 2" stcp down in top of concrj". fop oi.*crt e= ZW0*.
Item 20: Drawing 52, Grid B-5.5, refer to SCD30 for revised top of slab qnd layout ofsotrrh entry.
ItgE.- 2l Drawing s2' Grid B.6-5 and 8.65, Cc8 colurnns cerrterlines are oftet lo" FoqrGrids 5 and 6.
rtE$r 22: Drawing sz, Grid A-6.4, sestion 5/s5 should be sestion 5/s6.
rtern 23 Drawirg s2, Grid 8.6-10, refer to scD3 r for mechanicar opening rayout andsection.
Item 24: Drawirrg s2, Grid F-9, refer to scD32 for couErste floor beam layout bcrowCMU mechanicet shaft.
It€m 25: Drawiog sz ctrid F-5.5, refer to scD33 for corumn and srab step layout atnorth eutry.
hem 26: Drawing s2, Grid H-4, 6'-0" dimension at lower stairweil width shoutd be 6.-6,,.
Itent2T Drawing s2, crrid r-s,z'-r'dinension to edgerofconcrete slab drourd be 2,-0..
Item 28: f,)rawing s2, Giid D-10.5, E-10.5, F-10.5, up oolumns shourd be type scl,TS3x3xl/4".
Item29: Drawings2,GridJ-lo.5,topofconcretewallshotrldl.-zlz'-z"not2l2.-r0,-.
Item 30: Drawing s:, Crilr.r and B-4.3, add SCI i*tu-" for rilU"u* rl*..
Item 3l: Drawiry s2' G,id 8.G5.5, top of steer beam rera."tion for wl2xl4 shourd bc219'-0", with Type B ernbed sr:pport plates ri each end.
Itern 32. Dmwirqg 53, Grid 87, add Type SC3 up colrrnn at grid intersectbn.
Itsm 33: Drawing $3, Grid G7, SC3 up colunn shoulg be locued Z, eas of Grid 7.
It€itr 34: Drawing 53, GridF.I-2, the unrabeled up ".*h* sbourd b€ a Type scl.
Item 35; Drawingl53, Crrid II-2.1, the unlabeled up column should be Type SC3.
Item 37:
Item 38:
Item 39:
Itern 4O:
Item 4l:
Item 42
Item 43:
Item 36: Drawing s3, Grid F-7, rcf€r to scD34 for flolr beam layour at cMU mechaabJ
shaft.
Drawing 53,:Grid F-9.5, reftr to SCD35 for fioor beam layout at CMU
mecfianical shaft.
Dta*iog s3, crid G-6.4, thc end of tbe concret€ shear waII is 7n south ofGrid
G
Drawtrg 53, Grid H.5-4.6, refer to SCD36 fot re,/is€d column layout.
:
Drawing 53, Grid J-I, refer to SCD25 for roof &aming layout.
Drawing 53, Crrid H-10, refer to SCD26 for roof framing layout.
Drawing 53, Grid E-2, refer to SCDZZ for coilcrete floor beams at floor
p€netnrtiao for materials lift.
Drawiog 54, refer to rwised drawing d*ed3/Lg/96 for dimensioning
tnformation.
Item 44r Drawing 54, Note 13, refer to scDl IA through scDl lF for inbrmation
on floor bcam penctrations and reinforccmeil.;
Item 45: Drawirg s4, Note 14, refqto scDlz for addltional informgtion regarding
reinforcing,u fidl slab penetrations.
I
ItflD 46. Drawfulg s4, crrid F-2, ref,er to scDl3 for scciion ar slab/cMU mechanical
shaft.
Item 47: Drawing s4, Grid D4.6, D5.4, re,fer to scf,rr0 for fi'anmg layout at diagonel
beams.
Itern 48: Drawing s4, Grid c-7, not tbar down column i! 7' east of Grid 7, bear wl0x49
on top of dowu mlumq pmvide (Z) 5116, thick x 24" long web pl*es (l each
facc) at east end ofWl0x49, and provide (5) sets of (2)'/i dianr'eter headed
anchor silds at 6" o.c. frorn eod of beam to west side of up column.
: . .It€rn 49: Drawing S+, cG* and c-9, bear Wl2xEl on.op or"t* aud canrilev€r
l'-0,, north of Grid C.
Item 50: UrawiS-s
:s4, G4d c-t.5, derere wl6x36 alorig Grid c, rwise wlzxl4 bean at
side ofloft stair to be Wl6x36.
rten 52: Drawing s5, Note 12, rclh to scDl6A thrdglr scDl6B for roof bcam
penarations layout and reinforc€mert.
Itern 53: Drawing s5, large dormer Grid B-s.5, rwisc;wlo<I2 beams ro wExl0 and top
of steel foc ridge beams = Z3g,-3 yz".
Item 54: Drawing s5, Grid J-I, ref,erto scD2i forrotrf framingrayout.
Itern 55: Crid H-10, refer to SCD26 for roof framing hyout.
IteE 56: Draving s5, Grid D.+9 and E.5-9, revis€ wils{lz bent to wlox2z bfft.
Iteoa 57: Drawing s5; crrid 8.5-3, nevise wgx35 bcagl above stair #l to wl6x36.
Provide WEx35 north of stair.
It€,m 58: Drawing s5.1, Grid F-7 and G-3, revise 9" overhang dimcnsion ro lz,,,qDicat
at roof monitors.
Item 59: Drawing s5. t, Grid c-5, J-5 and c-9, Scction 2olslo shoutd-be Secrion ztlsl0.
It€rn 60: Drawing s5. t, Grid E. j-5, Elevati on (2449 'j6") is top of steel beam at
ce*erlirp of 8r concrete walt below. Bcam bearing elevation is (244"-l %,).
Item6l: Drawings5.l,smalldorrnerframingplan,eavebeamtopofsteelelevationu6
donners on Grid H End J should be 226'4 y.".
Itesr 62: Drawing 56, Section 3, refer to SCD24 for renised section.
ItEm 63: Drawing s6, section 5, delete u#5u at note referring to vertical dowels from
footing. Provide standard,gO" hook on vertical footing dowels.
Item ff: Drawing S7, Sestion 7, vertical reinforcing stcel in foundgtion wall shosld bc #5
at I'-{)" o.c. at cetter of wall. Revise 4" dimension to top of wall to read "Re:
Architectl.
Item 65: Drawing g8; section 3, delete l'-On dimension at right side of section.
Iteo 66: Drawing s8, section 24, provide embed plate per Section z6tsl rt bearing of
sloped roof beam.
Itern 67: Drawing 59, povidc "section 6" label for settion above Scction ?.
o
Section
o
should beItem'68:
Itern 69
Item 70
Itern 7l :
Itent72.
Itern 73:
Iten74:
Item / ):
Iterr 8l:
ltem 82:
Item 83:
Item 84:
Drawing SIQ 17, l l' overhang dimension 12".
Drawing Sl0, Section 7, provide for fietd bolted connection between top ofcolumn and roofbearn
i
Drawing sl l, partial beam erevariorx, provide sta'dard 90o hook at €trd of"D!bar versus ernbedded hook as shown.
T"*tg S12, Sccriou l, .3'-0" minimun" dirnension to bottom offoOting
should be'4'-O' minimum".
Drewing st3, stair core #l north and south of top of wal etevatio's:23g:J".
Provide beasr pockas for roof beams. Beam bearing elwations vary.
Drawing $tf , St"ir Cote#2 north elevatiqas, top o,f wall eleration :2!6-l V2,,.
Drawing sl3, Stair core#2 west erwatioq top of wall clevr,isn at low section
= TJ7-3 t/t''.
Driwing S 13, Elwuor Cores I, Z, 3, 4, sectbn cuts should refer to &awing S t4 ;not SI0-
Item 76: Draf ing s4 aud s14, crid F-3.9 and section I0 respeotivery,:providq(2)
wlor(I2 beams u elerrator door headers T.O.S. = (zZE,_7 ii lula(23'1,-3 ya").
Item 77 Drawing s 14, Section r0, provide the embed ptates at the top sf the core walls
at 4'4" o.c. and provide Type A embed prates for suppon oith" wrO bea-r.
Item 78: Drawing S14, Section 9, provide llZ,\6,\C, errbed plates atZ'_O- o,c. per
Section 5/S9 for support ofthe slab cdge angle.
Item 79: Drawing s5, refer to scDg for support of the 9: 12 phched roof eave,adjacent to
the colunms ofthe large dormers.
ItemE0: Drawings14,refertoscD14forroofbeamberingcoupctionaf theooncrste
core walls.
Drawing 55. l, Shed Dormer Framing plan, refer to SCDI5 for shod roof
fragling Eupport nrcrubers and connections wherc the rigid roof insulation has
been deleted.
Drawing SlG, sectioo 5, provide (3) #5 x c{utirmous longltudinal and #5 atl'-0" o.c. bonorn for footing reinforcing stil.
Drawkg SZG, Grid B-l l, refer to SCD23 for steps in top of footings and layout.:
Drawing SZG, Grid I I, refer to SCDIO for the rsvised fioundation wall
reinforcing, and footing width and size,
I
.:
Itern E5: Pyr szilia 8-16 and D-r7.5, precast *"1 4gtourd be rabeded as' 'T-t3".
Item E6:rha,*ing s3G, GridB.t-l7La/er l9l'-0", provide a24>a2penetrationin thefloor DT betrvccn the DT legs or a rnechardcal duct. Rc: mechanicariforIocetion.
ltern 87: Drawing s4G, Grid K-16.5, rsfEr to Architectural ASI #6 and any rwisioas forinfonaatioa ou thc precan t rrri"g.b; ttc north srtrv.
Item 88; Dnwing s5G, sestion 3, refer to scDlg for the re{ds€d Sestion at ttie entry silwith treoch drain.
Item 89: Drawing s6G, sestion 10, refcrto thc Architcstunl AsI #6 for informatiosabsut thc rwiscd scction
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GOLDEN PEAK BASE FACILITY
Addendurn #10ylay 7 | 1996plumbing Narrative
DRAWTNG P]-.1
1- Renoved_ sgrp purnp/sand. and oil rnterceptor Detaj.l,replaced with sand and oi1 rnte-rEpfoJJeta:_:_.
2. Punp Schedule: Deleted punp specification for Sp_1 ,renarned Sp_2 specification to Sp_f.
DRAWTNG P1.2
No changes
DRAWTNG P2. ].
1. , Revised Key Note nunber 50 to read r'...CONNECTED LOAD:72,860 MBH AT s.L.''.
2. Added floor drains inpiping.
3 ' rncreased the nurnber of area d.rains beneath 164 stairfron one to tero (Z) draini.
4. Revised condominiurn parking drainage from three (3) totwo ( 2 ) area drains !o natdfr archit-ectrrr.f ai"rj_ngs.
5. Added storm drainage pipinq for deck/area drains added. onLevel 207 between coluins -l_0 and Ll.
6. Deleted one lavatory L_l
7. Added sink S-4 at columnand associated piping.
8' Rel0cated 3'rFD-2 from 138 Mechanical to 139 Mechanical .
9. Added WH-l adjacent to J"oading dock d.oor at column 11_J.
Rooms 157 and l_6L with associated
fron Menrs public 153.
line 9 between coLunns D and D.4
DRAtifNG p2.2
1. Added seven (7) deck/area drains between11/ 8.6 and G.
2. Added sink S-4 in 230 Hall and associated
3. Changed size of vent line near column 3_B2n. Changed Key Note #8 to #39.
columns 10 and
ni ni n.rI/LE'Ll.Y.
fron 1-1/2rr to
4. Modified .pipe drops in 237 Men,s public and 236 wonenrsPublic to acconraodate--aiEni.t"cEuirr warr shifts.Modified floor drain locations
5' Relocated MsB-r- in 234 Janitor to rnaLch revised floorplan layout.
DRAWTNG P2.3
1. rncreased vent size from t-r/2rr to 2, on vent routed oncolumn line 3 between columns B and C.
2. Added 1--L./2tt vent drop ad jacent to water closet betweencolurnn lines 3 and i, adjacent to col_unn 1ine D andconnected to 2r vent serving water closet. Added KeyNote #6 to drop.
3. Relocated WH-1 at colunn 2 to the south walI behind thefireplace.
DRAWTNG P2'. 4
No Chanqes
DRAWING P2.5
No Changes
DRAWTNG P3. ].
1. Deleted srnall sunp and pumps Sp-1 adjacent to sand, oi1and gas -tr?p. Relocated sand, oif an-d gas trap adjacentto sub-drain sunp pit. Changed plan cbde of-subjdrainsunp pit frorn Sp_Z to Sp_l.
2. Added 3[.storn piping riser at column 16-J.4 and belowslab piping with notes.
DRAWING P3.2
1. Added area drains to garaqe exhaust air plenuns withassociated piping.
DRAWING P4.1
1. This drawing has changed in it,s entirety.
DRAWING P4.2
1. Added cold water rough-in for coffee naker at corunn rine7 between columns E and F. Added Key Note #26.
2. Added cold water rough-in for filr faucet at colunn line8 between colurnns E and F. Added Key Note #40.
t t ..f
3. Added !?) gas rough-ins for added broilers on cooki-ryline adjacent to colunn rine r. lrodified and added i{Note #L8 to the rough-ins.
4. Added gas rough-in for oven on same cooki.ng line as in(3) above. Added Key Note #42.
5. Modified gas rough-ins on cooking rine at colunn F.5 and7 to accommodate new equipnent llyout.
6. Added WH-1 at column l_O and H and associated pipinq.
7 . Modified,Key Notes #L6, IB | 28 | 35, 43. Added Key Notes#47 and 49.
8. Added four (4) HB-z (chicago Faucet #305-vB) below handsinks. Removed four ( 4) L:2 fixture codes and reraber,edas hand sinks. All hand sinks are provided by the KEc.
DRAWING P4 I3
No changes
DRAWING P4,4
No changes
DRAWING P4.5
1. Revised waste and vent isonetrics to reflect toilet qrouD
ruodif ications.
End of Plumbing Narrative
.t
111 -'
April26, 1996
ADDENDUM #9
to the
DOCUMENTS OF CONSTRUCTION
ISSUED TO:
FOR:
ISSUED BY:
ATTENTION:
All Plan Holders of Record
c/o Weitz-Cohen Construction Company
899 Logan St., Suite 600
Denver, Colorado 80203
Golden Peak Base Faciliry
Vail, Colorado
Architect's Project Number I 8043.00
Pierce, Segerberg & fusociates, Architects: Tom Mayherv
1000 South Frontage Road West
Vail. Colorado 81657
Page
Pie(e. SegerbeB & Algo<rates
Architects. eC- A;,\
llain Ofi(c
l0@ S. F.ont ge RoadW
Va'|. CO 8t657
fox:97O 476 4@
Dhoae: 97O 476 aa3l
One Tabor Ccnicr
| 200 s€ventecnrh Sr
suitc 5 t5
Derwec CO 80202
[ox: J03 623 7261
phone: !03 62J 3355
This Addendum #9 in its entirety shall modify and become a part of the
contract Documents: ALL paru of the original drawings dated i/l9/96, and
Project Manual dated l/22196, and previous Addenda #1, #2, #3, #4, #5, #6,
#7 and Addendum #8 dated 4/5/96 shall remain in full force with the
following revisions incorporated.
l.Civil Supplemental Drawings:
a) 21" 35" original "Vail Valley Drive, Temporary Bus Turn-Around",
C-ASI#5, datd 4126/96 is hereby issued for incorporation inro the
Construction Documents.
b)8 l/2"x1l" originals, C-ASI#3 and C-ASI#4. ',Vail Valley Drive.
Temporary Bus Turn-Around', dated 4126196 are hereby issued
for incorporation into the Construction Documenrs.
Architectural Drawings:
30"x42" reproducibles of the original drawings dated lllg/96,
sheet numbers A2.1, A2.2, A2.6, AZ 7, A9. l, A1 l. I are hereby
reissued with with revisions dated 4/26/96 for incorooration
into the Construction Documents.
2.
f:\prj\goldpcak\docs\addndmB9.doc
Page 2
3. Architectural Supplemental Drawings:
8 l/2" x I I " reproducticins of ASI drawings (see Drawing
List below) dated 4126/96. are hereby issued for incorporation
into the Construction Documents.
Drawing List:
A5I#6 revised, ASI#l l, ASI#12 through ASI#57,
ASI#59 through A5I#86
4. lnteriors Supplemental Drawings:
8 l/2"x1l " reproductions of SK drawings (see Drawing List
below) dated 4/26/96 are hereby issued for incorporation
into the Construction Documents.
Drawing list:sK-6, sK-7, SK-9, SK-9, sK_l_0, sK_l_1,sK-12, SK-13, SK-16, SK-17, SK_19, sK_19,sK-23, SK-24, SK-27, SK-28, SK_29, SK_30,sK-3L, sK-33, SK-35.
All other terms, conditions and instructions of the Contract Documents remain unchanged.
NOTICE. Receipt of this Addendum must be acknowledged in your bid. All bidders shall
list the following on a cover letter included in their proposal:
"We acknowledge the receipt of Addendum #9 and have
included all associated items in the following proposal.,,
END OF ADDENDUM #9
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OLDEN PEAK BASE FT
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Vail Associates, Inc. Vail. CO
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OLDEN PEAK BASE FACILITY
ail Associates, Inc. Vail, CO
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Job No: 1560.
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Vail Associates, Inc. Vail. CO
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JAX CHEMICAL COMPANY
78-l I 25rth Stree! ftor.t pr.k, Ny I l@4
or8) 147{057
F.x (914) 6684490
JAX CHEMICAL COMPANY CATALOG AND PRICE LI5T
(Eft.<tirc oylmb.r t. tE l)
ALL.'AX METAL FINtSHtNG AND POLISHIN6 SOLUTIONS:
. Produ<e auth€ntic, con!irtent reiulti.. Are lafe and eary to (]!e-
. Requi.e no heat or elect.i<ity.. React within se(ond!-. Afe non-flammable.
. Are wat€r ba$d.. Are tulv guaraoteed.
Thank you for your idter€.t in JAX M.arter Metal Fiairhi.ng products.
JAX metal.finirhing aod poliehilg lolutionr are uaed aad recommended bynunotoua liglfting Erturc Ealuf&brrers, arciitects ajrd crafumcn: t}lcv
ar,c.€ary to u!6 rnd produce authcutic, cooli8tent re!ult6. Ifyou havc -
aqcruorlal quclhon!, or want to tnlk about which ofour products i! rigtrtfor your applic.ation, write or call today
lf you'rv-ould like b prepay, pleaae include i3.00 for cach pint and quarrend E4.50 for cach gallon to cover posrage and handhng by United iarcel
'On February 15, f993. Unit d partel Sewice raised its hazardous
package surcharge to $8.00. This surcharge affects ev€ry package
containing hazardous (corrosiv€) mate.ials. regardless of weighi or
volume. The JAX producc that are affected by this UpS regu'iation are
denoted with an astensk (r) in this cararoq.
Sincerelv..^t 0/kfr<t*<**(r/ U
Jacques Simons
President, JAX Chemical Company
'. itild il , S i ,S .. !,r ll\llvls Sl
MASTER METAL FTNISHING SOLUTIONs
BLACKENERS
JAX SILVER ELACT(ENER'prod(X6-a dart. OtaCL ant,q|Je Ln6h on {rtve. and go.d)y.z> prnt . 147.50 ga on . i I r8 75 Z.s.gatton, . ,2J7.50 s-gdlton,
OLDEN PEAK BASE FACILITY
ail Associates, Inc. Vail, CO
Job No: 1560.
c o M M@ A R r s
1 1 12 Pearl Street, Boulder, CO 8O3O2 3031447-g202
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April 5, 1996
ADDENDUM#8
to the
DOCTMENTS OF CONSTRUCTION
ISSIIED TO: All Plan Holders of Record
c/o Weitz-Cohen Construction ComDanv
FOR:
899 Logan St., Suite 600
Denver, Colorado 80203
Golden Peak Base Faciliw
Vail, Colorado
Architect's Project Number I 8043.00
Pierce, Segerberg & Associates, Architects: Tom Mayhew
1000 South Frontage Road West
Vail, Colorado 81657
ISSUED BY:
ATTENTION:
Drawing List:
CA, CB, C!, C2,
c7 , cg , cg, cl-o,
all a fa1 -t\-J_O, WL I , LI6, Ul_y.
Page I
SeSerb€.8 & Associates
Arhirecrs. PC.,At,{
Marn Office
1000 5. Frontate Road W
Varl. CO 8 t657
fox:979 476 46O8
phone:970 476 44)3
One Tabor Ceoter
| 20O Seventeenrh 5L
Suite 515
Derver: CO 80202
fox: 3Q3 673 2761
phone:303 621 ll55
This Addendum #8 in its entirety shall modify and become a part of the
contract Documents: ALL parts of the original drawings dated l/19/96, and
Project Manual dated 1/22/96. and previous Addenda #1, #2, #3, #4, #5, #6
and Addendum #7 dated 3/ll/96 shall remain in full force with the followins
revisions incorporated.
l. Civil Drawings:
30" x 42" blueline reproductions of the original drawings dated
l/16/96, are hereby reissued with revisions dated 4/5/96 for
incorporation into the Construction Documents (see drawing list
below).
ca, c4, c5, C54, C6,
l'.|1 1uLr, er2, ul-J, c14, C15
.1.|\c20, c2L, c22, C23 , C24
Summary of Addendum #8 Civil Revisions:
8 ll2" x I l" reproductions of the "Summary of Addendum #g
Civil Drawings April 5, 1996" is hereby issued for information
purposes only, and is not intended to become a part of the
Contract Documents (p.l through p.6).
APR J I F96
f:\prlgoldpcak\docs\addndm#8.doc
J.
4.
).
6.
Page 2
Civil Supplemental Information
8 l/2" x 11" reproductions of "Civil Supplemental Grading
lnformation, C-ASI#I" and "Temporary Bus Turnaround,
C-ASI#2" dated 4/5196, are hereby issued for incorporation
into the Construction Documents.
Landscape Drawings:
8 l/2" x 14" reproductions ofLandscape Supplemental
Instruction Drawings dated 4/5/96, are hereby issued with
revisions to the original drawings for incorporation
into the Construction Documents (see Drawing List below).
Drawing List:
IJ-AS1-1, IJ-ASJ_-2, L-AS]_-3, L-AS1-4, L_AS1_5
1,,-AS1-5, IJ-ASL-7, L-ASI_-9, L-AS1-9.
Landscape Site Modifi cations :
8 1/2" x I l" reproductions of"Landscape - Addendum #g,
4/ 5 /96, Additional Site Modifications" items 1., 2., 3 ., 4., 5., 6.,
7., are hereby issued for incorporation into the Construction
Documents.
Summary of Addendum #8 Site Revisions - Landscape:
8 l/2" x 11" reproductions of tJre "Summary, Golden peak
Addendum #8, L-AS I series: Site Revisions" is hereby issued
for information purposes only, and is not intended to become a
part of the Contract Documents.
Structural Drawings:
30" x 42" blueline reproductions of the original drawings dated
12/28195 - Structural Concrete Package, sheet numbers 54 and
55, are hereby reissued with revisions dated 4/5/96 for
incorporation into the Construction Documents.
Architectural Drawings :
30" x 42" blueline reproductions of the original drawings dated
l/19196, sheetnumbers M3, A2.4, M.5, M.6,All.l, are
hereby reissued with revisions dated 4/5/96 for incomoration
into the Construction Documents.
8.
f:\p4lgoldpcak\docs\addndm#8.doc
Page 3
9. Project Manual Specifications:
Table of Contents
Delete: Sections 02210 - Fine Grading, and Q2232 - Roadway Base
Section 02519 Stone Paving
Part2 - Products,2.03 DrainageBoard, A.
Add: "Mirafr", 'JDR" or approved substitute.
Section 03300 Cast in Place Concrete
Part 2 - Products, 2.04 Concrete Mixes, Mix D
for sidewalks, concrete paving and other exterior concrete.
Add: "Maximum water-cement ratio to be 0.45. and a minimum
of 5olo entrained air."
Section 07113 Modified Bituminous Sheet Membrane
Part I - General, 1.01 Summary, A.,2.
Revise to read: "All horizontal to vertical building elements
exposed to weather. Extend waterproofing 12" minimum at tle
horizontal surface and24" up on the vertical surface (behind
finishes) or as indicated.
Section 07120 Fluid Applied Waterproofing
Add section 07120 for fluid waterproofing at Condo decks and
planters, grade level and below grade applications for:
a) Level 207 and 219 horizontal exposed areas over occupied
spaces, at decks, terraces, walkways and
b) Underground Parking Garage walls and roof.
Acceptable Manufacturers :
l. American Hydrotech, Inc. Monolithic
Membrane MM6l25-FR (215 mils) fabric reinforced, hot
applied for horizontal areas. For vertical surfaces,
Liquid Membrane 6090V.
2. QSC Products, Quaker Construction Products, Inc.,
QSC-500-R System, hot applied, horizontal and
vertical surfaces.
3. Alternate:
Please provide pricing for the following alternate:
Two (2) layer Bituthene system by WR Grace for Plazal
horizpntal areas over occupied space. This does not include
the underground parking garage walls and roof.
Section 07130 Bentonite Waterproofing
Delete section 07130 in its entirety.
Section 07240Exterior Insulation and Finish System
Part 3 - Execution, 3.03 Installation, A. General
Add to A. General: "Provide 4" Dryvit Lamina Backwrap,
minimum, where the termination of EIFS occurs near or
below grade to close off the termination."
f:\prj\goldpcak\docs\addndm#8.doc
Page 4
Section 07531 Elastomeric Single Ply Roofing
Past 2 - Products, 2.03 Accessory Materials, B.
Delete: "Roof Walkways" , 24" x 24" concrete pavers.
Section 07577 Traffrc Deck Sealant
Part I - General, l.0l Summary, A., Concrete Sealer
Delete: " 1.a. New concrete traffic topping inside the
Parking Garage".
" l.b. New concrete slabs-on-grade, concrete paving,
curbs, walls, islands and pour strips inside the
Parking Garage and Condominium parking area.
(Not including enclosed rooms).
Section 07600 Flashing and Sheet Metal
Part 3 - Execution, 3.04 Sheet Metal, B., 2.
Revise downspout "@pper straps" to read "galvanized iron
straps".
Section 07610 Sheet Metal Roofing
Part 3 - Execution, 3.02 Panel Installation, B.
Revise to read: "General: Install metal roofing on Ice and
Watershield in accordance with manufacturer' s
recommendations and accepted shop drawings".
Section 07720 Roof Accessories
ParIZ - Products, 2.01 Roof Hatches, B., C.
Revise to read:*B. Roof opening from Stair No. 2 to be custom size
H.M. door and frame, (Door No. 501). Refer to
Section 081 10."'C. Roof hatches at rooftop mechanical enclosures:
BILCO "NB" series, custom size, 3'-0" w. x 4'-6"h
paint bond galvanized steel."
Section 08800 Glazing
Pafi2 - Products, 2.01 Glass, C., Type Description
Revise Type A to read:
sections 08213 and 0861 l: 7/8 inch nominal thick-
ness double sealed insulating glass, high altitude
adjusted. Inside face 3/16 inch lamila1s6
"1.^.,1/2 inch airspace, ouside face 3/16 inch clear
LOW-E; simulated divided lights and minimum
acoustical ratins of STC37."
/
f:\prj\go ldpeak\docs\addndm#8.doc
Page 5
Section 09200 Lath and Plaster
Delete this section in its entirety.
10. Architectural Supplemental Drawings:
8 l/2" x I l" reproductions of ASI drawings (see Drawing List) dated
415196, are hereby issued for incorporation into the Construction
Documents.
Drawing List:
AS#I, AS#2, AS#3, AS#4, AS#5, A5#6, AS#7, AS#8, AS#9,ASI#IO.
All ottrer terms, conditions and instructions of the Contract Documents remain unchanged.
NOTICE: Receipt of this Addendum must be acknowledged in your bid. All bidders shall
list the following on a cover letter included in their proposal:
"We acknowledge the receipt of Addendum #8 and have
included all associated items in the following proposal."
END OF ADDENDTIM #8
f:\prj\goldgcak\docs\addndmf 8.doc
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SUMMARY
GOLDENPEAI(
CIYTL I'RAWTNGS
ADDEIYDI]M#8
APRIL 5, 1996
Shcct CA
1. Deleted reduced speed ahead and reduced speed signs
2. Trucks entering highway to be black on orange.
3- Added 'T.Io Setvices" At Goldeu Peak signs.
4. Extended orange ski area boundary fencing.
Sheet CB
L Added r€quirement for lighted barricadcs for overnight road closures,
Sheet Cl
I . Note that mounhin closes revised to April l5ih.
Sheet C2
No changes.
Sheet C3
1. Note 4. Silt fence revised to state that all sediment coutol structures shall be inspected
clcaned and repaircd within a day ofa storm occurrcnce.
2. Provided a detail of drainage ditches to be constructcd. .
3. Sedimentationpondswctru.dimensioned/sized-
4. Provided a detail of the siltarion bermVstaw bales using an inlet stnrcrure.
5. All inlets being used as siltation berms and detention ponds outlets should be covercd with a
filrer fabric.
5. Showed the o<tension of the silt fence to cover all grading at the Children's Center Parking
lot.
7. Provided a diversion ditch above the top of the cut for the building per Scctions W-W, Sheet
c4.
r,l
E' Added detail for mud tracking con&ol dcviccs. Providcd a noe and detail of the device and
wherc it will necd to be used.
9. Provided a note on mud tracking, strcct sweeping, dust control and the nocessary means
needed to address these problems on thc plans-
I0. Thc note stating the erosion mntrol for the on mountain gnding revised to say sec Sheet C19
for limits.
I | . The elcctric manholc is to be relocatcd.
12. Noted that straw bales may not be required at cvory inlet, as shown per plau.
Shect C4
l. Reviscd the location and providcd a derail of the deep well discharge point.
2' Note 10. it may bc appropriatc during the p€rformance of the utility runs in Vail Valley Drivc
to use the existing paved parking lot as the detour route while thc work rakes place in Vail
Valley Drive.
3. Added note t}at thc removal of the paving at the bus tumarouod at thc Children's Center
caaaot take place until thc temporary bus fumalound has bcen instalted and not before Aprit
15, 1996.
Shcct C5
l. Deleted Pl3. Added l2xl0xl2 tee. Added 40 LF 6" PVC to trench drain (Tl) at garage
opcning. Addcd (Tl) (to dclete from Mechauical Plans). Increased En PVC from Pl3 ro P9 to
12'PVC.
2. A notc was added to consult Sheet L2 for information on trcc rclocation/protcction limits.
3. On the wcst property line, added a smell swale.
4. Deleted 120 LF and added 30 LF of wall drain on the condo court. Added contours and spot
elevations.
5. Arrows for the wall drain on the east side of the parking structure entry revised to drain in a
different direction.
6. Thc walk area between thc restaurant dcck and the stairs to the skicr drop off plaza rrere
slightly revised.
7, Note l0 added to have approval by the Town of Vail.
8. Thc abandoned existitrg storm sewer at the Children's Center should either removed or filled
and plugged.
?' ?'
9' A note was- added to statc that pdor to forming the concretc for thc bus tumarouud, the Towni of Vail will be notified and will bring a bus irito the area to eDsur€ t}e dimensions of the
turnaround do ueet the requirements of thc bus.
Sheet 5A
l- Provided a legend for the paver pattern.
2. f'he 4' concrete Pan at the Children's Currcr parking lot exit was labeled.
3. Dcletcd the pan at thc Manor Vail south enty.
4. Provided lighting and irrigation conduits to the Manor Vail nonh entrv.
5, Added 4'ABC below 6,,concrete pavemenl
6. Added l/2'(for a total of 3 l/2,,) depth FIBp ro pedestrian parhs.
7. Sized the pan for the condo entry to be 3' wide.
8. Provided detail of Manor Vail pcdestrian curb cut.
9, Cladfied what the note match existing curb means-
t0. Added note that the west Ramshorn sidewalk is to have fibermesh, as well as alt Vail ya;16,
Drive curb. gutter, Pans, and sidewalk. Fibermesh is not required on the Golden peak exposed
concrete - weldcd wire mesh is required on site sidewalks.
Sheet C6
I' Added note that all road cuts will need to be coordinated with Larry pardee (Town of Vail
Public Works Department) and requirc a public way pcrmir to perform-
2' Addcd note to dig uP existing water service, nemove corporation stop and replace with plug
(requires shutring off main).
Sheet C7
l. A note was added to reference Sh€€t Cl9 on remaining notes.
2. Note #6e was delcted.
3. Note #9 (sontact and phone number) was changed,
Sheet C8
l. Slightly lowered aad slightly raised some subdrain inverts.
2. Added 4 cleanouts to subdrain svstem.
?,3
3. Added subdrain cleanout dcteil.
4. Changed notes on interior subdrain deail and Section e_e to norc:
-6" gravel under concretc slab bctwccn column lines I to 12.
-E" gravel undcr concrete slab between column lines 12 to lt, and Mirafi 140N.
-Added pop-up daail.
Shcet C9
l. Reviscd numbcr of popupa to 25.
2. Added t cleanouts to subdrains.
3. Added note about 8r dgth underslab gravel with Mirafi l4oN.
4. Added or equal Miradrain 9000.
5. Slightly lowered subdrain at 3 locations,
Sheet Cl0
l. Miscellaneous changes madg however, Entire paqe Not I_p Contact.
Sheet Cl I
I. Deleted 135 LF of r*aining wall near proposed Chair #6.
2. Revised Children's Ceutq west sidewalk.
3. Gnding to be rcvised to delete construction of the Mill Creek storm sewer. 'fhe existing
channel is to remain.
Sheet Cl2
l. Eutire page deleted from rhe contract.
Sheet Cl3
I. Deleted PI3.
2. Lowered grade from Pl6 to p9 from l_44Vo to _7y.
3. Lowercd invcrt of P9-
4, Revised T1 on storm sew€r table.
Y,+
Shect Cl4
No changc.
Shect CIS
No changc-
Shcct Cl6
No change.
Shest Cl7
l. Dcletcd tnrncated domes on the handicap namp,2'
i:1fftr1"f.11ft'ffJ:$e1-:-ff# concrcte curbs, waus, ramps and pans on viuage
J. provideil a 4, conqete pan detail.
Sheet Cl8
|. Providcd a notc thet thc prccast couqEte boxes are rcinforced.
Sheer Cl9
l' Provided minor clarifications- Added berm to opening in silt fence to keep nrnoff frorndraining down road - offsitc erosion control
Sheet C20
No changes at tlis time.
Sheet C2l
No changes at this tirne.
Sheet C22
No changes at rhis time.
Sheet C23
l' Notes addcd that the Ramshorn sidewark is to be 6' widc incruding the 6,, curb.
7,/
Shcct C?4
1. Has been completcly revised:
The bus sheltcr is moved wcst to minirn iz-c retaining walls . Vail Valley Drive has beenrealigncd fiom centerline statiqn 2Gf50 to the end of construction to al-gn with firturc roadwotk and to minimize retaiuing walls. Notes clarifring work rcquired to the e1fu{ag fi6hydrant and linris of grading have becn added. The w-alk at th.iuspullout has beenmodified to t' wide aud all road grading has rcrnained identical ti-"rfuinat subminal plan.
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GOLD EN PEAK BASE FACILITIES
SrJPPLEMENTAL
GRADING AND DRAINAqE PLAN
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SUMMARY
GOLDEN PEAK ADDENDUM #8
L-ASI SERIES: SITE REVISIONS
DESIGN WORKSHOP. 4-5.96
L-ASI Sheets & Narative
LASI-I Overall site revision plan.
All following site revisions are called out on this plan. This plan does NOT
reflect ttre following changes, and is for reference only.
LASI-2 Revisions at Apres Ski Terrace
1. The planter along the back of the Ski Tenace has been deleted. With this
deletion, all associated electrical outlets and site lighting in tlle planter has also
been deleted.
2. The back wall of the Ski Terrace now has a handrail. Refer to section on L-
ASI-3.
3. The steps on the east side oftle Ski Terrace have been deleted
4. The pedestrian gate on the north end ofthe Ski Terrace has been deleted.
LASI-3 Section through revised back Apres Ski Terace wall.
LASI-4 New 18" stone base to be added to site walls
1. This detail is to be added to the wall surfaces called out in L-ASI-5. This stone
base does NOT replace any instances where stone has been specified for the full
surface of a wall on previous drawings. This condition should match the sarne
condition on tle base of the building, with tie exception of the 18" height.
LASI-5 Location plan of new 18" stone base
LASI-6 Removal of wall east of lift 6
l. This wall has been removed in its entirety. Although conceptual grading is
shown on tlis sketch, all final grading information should be taken from the Civil
Engineering drawings.
LASI-7
LASI-8
LASI-9
Re-alignment of wall west of lift 6
l. The portion of this wall that runs south toward the mountain will conflict with
the existing headwall that is to remain. To remedy this situation, the wall should
be rotated the MINIMUM amount to allow room for the wall footing without
damaging or interfering with the drainage ditch headwall. The angle of rotation
of the wall will be determined once the headwall can be accurately located, and
shall require approval in the field by the landscape architect.
Rolled "Snow curb" to be added west of chair 6 wall
1. This snow curb does not replace ttre existing snow curb, but is to occur only in
the location called out on L-ASI-1.
Stone cap removed from wall between skier drop-off lot and Vail Valley Dnve.
Landscape- Addendum # 8r 4/5196
Additional Site Modifi cations
l. Stone removed from tread and risers of Apres Ski Terrace stairs- modifies detail 4, sheet Ll0.
This stair detail shall now reflect a simple 6" rise by 16" tread, made of colored concrete to
match adjacent paved surfaces.
2. Steps on north side ofChildren's Ski School are deleted.
3. Stone caps on all site columns shall be simplified to reflect a simple 4" thick flat sandstone
cap. Modifies detail 3, sheet L9.
4. In all instances where an EIFS wall surface comes in contact with grade, or is below grade,
provide 4" backwrap Dryvit Lamina around board edges. Refer to specifications, section 07420.
5. Replace paverstotres on west side of building with poured in place walk. Maintain 24"x24"
pattern by using score joints.
6. Clarification- In all walks and paved areas with concrete unit pavers, handicapped ramps also
are to be paved with concrete unit pavers. Handicap ramp details 1/L8,2lI-8, & 3/I-B detail the
dimensions and layout of the ramps only. There are no special patterns or banding associated
with the concrete unit paver handicap ramps, otler than the standard soldier course shown il
detail 9/L8. Transition from walk to ramp surface shall be gradual so that a smooth surface is
maintained with the concrete unit oavers.
7. Clarification- In all walks and paved areas with colored concrete paving, handicapped ramps
shall also be paved with colored concrete, as detailed in l/L8, 21L8, &,311-8.
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APRES SKI TERRACE WALL SECTION
SCALE 314" = 1' - 0"
EIFS SURFACE TO MATCH BUILDING
FINIS!{ GRADEVARIES
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EIFS TOP OF WALL
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SITE VALUE ENGINEERING REVISIONS
18" STONE BASE ON SITE WALLS
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CONDITION AT STONE BASE ON
ARCHITECTURE
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REVISION:
'l
March I I, 1996
ADDENDUM #7
to the
DOCUMENTS OF CONSTRUCTION
ISSUED TO:
FOk
ISSL]ED BY:
ATTENTION:
All Plan Holders of Record
c/o Weitz-Cohen Constnrction Company
899 Logan St., Suite 600
Denver, Colorado 80203
Golden Peak Base Faciliw
Vait Colorado
Architecds Project Number I 8043.00
Pierce, Segerberg & Associates, Architects: Tom Mayhew
1000 South Frontage Road West
Vail, Colorado 81657
P;crEc. SeFrbcrg & Alro<iater
Arditc<rs. rc_ At.c,
t ach Ofi<clm 5. Fro.trrgc Ro.d W
V.it, CO 8t657
b':97O 1761@
pt'.,rJ 91O 17 6 a,,lJ
Onc Tebor Ccotcr
l?m S6,..r..ith Sr
sdr.5t5
D.tt\cr: CO m202
fox n) 623 2262
tro€: lO3 623 3355
This Addendum #7 n ir entirety shall modify and become a part of the
contract Documents: ALL parrs of the original drawings daied r/19/96, and
Project Manual dated l/22/96. and previous Addenda #1, #2, #3, #4, #5, and
Addendum #6 dated 2126/96 shall remain in full force with the followins
revisions incomorated.
Electrical Specifi cations :
8 l/2" reproductions of Division l6 - Electrical (revised
electrical specifications) are hereby issued in its entirety with
revisions for incorporation into the project Manual, Core and
Shell / G.M.P. Package, dated2/26/96.
Architecurral Drawing :
30" x 42" blueline reproductions of sheet 42. l, dated 3/ll/96,
are hereby reiszued witl revisions for incorporation into the
Construction Documents.
Landscape Drawings:
30" x 42" bluelile reproductions of sheets L4 and L9, dated
3/11196, are hereby reissued with revisions for incorporation
into the ConsEuction Documents.
l.
a
f lplj\goldpeak\do cs\addndm#?. doc
4.Civil Drawiags:
30" x 42" blueline reproducrions of the original drawings, dated1116/96, are hereby reissued with revisionslated 3/l t/91 forincorporation into the Construction Documents lsee Orawing tistbelow).
Drawing List
C1 , C2, C3, C4, C5, C5A, C5, C7, CB,c9, ct-o , c11, Ct-2 , c13 , C14, C15 , c16 , crl ,c1g, c1g, c2o, c2L, C22, C23, c24.
Clarification Request CR #46:
! ll2" x 11" reproduction of June lZ, lgg5 Letter from peter
Monroe P.E. to Zimkor Industries, Inc. is hereby issued foraddition o sheet 56, ,,General Notes", for incorporation iato theConstuction Documents (see Attachment .A').
Strucurral Cl arifrcations :
8 l/2" x I l" reproduaion of Addendum #7 clarifications from
Monroe & Newell Engi_neers, Inc., including Item I ., Item 2:,
Item 3: (see Attachment'B') is hereby issued for incorporation
into the Consfiuction Documents.
Architectural Drawing:
!l?" * 11" reproduction of partial sheet A13.53, Main lgy.1
Reflected Ceiling plan - Unit #5 - Level 2 I 9, dated 3/ l t/96, is
hereby reiszued with revision for ilcorporation into the
Construction Docum ents, (see Attachment .. C").
Architecnral Drawing:
8.ll/' x I l" reproduction of partial sheet A9.1, Door Schedule,d"ted3/ll/96 (see Attachment .D,), is hereby reissued witl
revisions ro Door #lio,#194,#186, #182, Ci tS for
incorporation into the Construction Documents.
Civil:
8 l/2" x I l" reproduction of "Co-*unication Record" from
AJpine Engineering, dated 3lll/96 (see Attachment .E,), is
hereby iszued with revisions for incorporation ilto the
Construction Documents.
5.
6.
7.
8.
9.
f :\prj\goldpeak\do cs\addndm#7.doc
.a"
rt
All other terms, conditions and instructions of the Contract Documents remain unchanged.
NOTICE: Receipt of ttris Addendum must be acknowledged in your bid. All bidders shalllist the folowing on a cover letter included in their proposal:
"We acknowledge the receipt of Addendum #? and have
included all associated itens in the following proposal.,,
END OF ADDEI.TDUM#7
t\prj\goldp eak\docs\addnde#?. doc
\l.il, Coloritdo
D<rv<. Q>L:.rdo
Mornoe & IVevrell
tsCein<:;r.r lrf-
I
ATTACHMEiNT'A'
I
Juoc 12, 1995
Zinrkor Induslries, Ine.
PO Box 1005
Littlctoq CO 80160
Ath: Mr. John Qrrinn
Rc: Eikhorn Lo<Ige (M&N #533)
Gentl,.mcn:
shop drawiugs on the project
a- Reviewed by yoru firm, along
b.Sclcctcd by you as Fras:,cd Conncctions per Table II
and reviewcd by us-
c. Desiped as au altcrnate typc ion by yoru firm with
sbmpcd calculations for our revicw.
3. Beam cnd rcactions which cxcccd thc ity of Framcd Bcasr Conncctions
8162(l . <3or) 949-776tr. l;^x (.30-l) 949-405{0048 E. B<:avqr (:re<k Blwd. . Sultc 101 - P. O. lt()i 1597 -
o
ff ;rou:.rr'; iuly ;q.rfestions or comnnqr:s; pjtusc
Veg" urriT Yours,
MONROF & NEWELL ENGINEERS, NC.
Pcter I'fonroe, F,E.
Principai
cc: l4s. Arrnc Felhucr, ?*brcsau,J As$<rcircs
Mr- Jon McKee, GE Johnson Ccrutrpiinn
I
I
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TOTR- P.A3
Dcn.,qr, Colorado
vall, CoboSo
Morlroe & Newell
Engincers, Inc.
ATTACHMENT IB'
Addendum No. 7
Project Goldco Poak
Projcct No.: (M&l,l#2790)
Date: March 11..1996
To: Pierce Segerberg Archirecs
Atq: Mr. TocoMayhew
l00O South Frontage Road
Vail, CO 81657
Itcm l:
,, Item 2:
Item 3:
Onrdrawing Sl, planter walls at Grid J-5.5, Refer ro Section l/S t2 for
concrete'retaining walls or Section zs l2 for concrete masonry rctaining
walls.
On drawing 56, Refer to the attached letter (from the Elkhorn projcct)
regarding clarification of the steel conneitioo design responsibilities.
On drawing S3G, the concrete rc1:iniag walls north of Grid K-12 have
bccn rcplaccd with a concreie retaiaing wall at thc lowest level and two
boulder walls above. The footing size and rcinforcing for the lower wall
shall bebased on aretained earth height (rc: scction l/slz) equal ro the
actr:al height plus 2'-0".
l6dO Sere.nrcenrh Sr. .:
FAX (lOJ) 625:F
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ATTACHMENT'C'
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ATTACHMENT'D'
3nv96
ADDE}IDUM #7
DOORS:
#170 - Locker Room #l4l
DoorMaterial: wood
Detail / Head: l0 simitar.
STATD
H
Finish:
Type:
Jamb:
Rating:
#184 - Hall #169
#186 - 3'-0" x 7'-0" x
Door Material:
l0
l-hour
I 3/4" (pah)
H.M.
painted
G
H.M.
painted
6 similar
6
l-hour
| 314"
H.M.
painted
E
H.M.
painted
6 similar
6
l-hour
Remarks: Fire rated magnetic hold open.
Finish:
Type:
Frame Material:
Finish:
Detail Head:
Jamb:
rating:
#187 -3'0" x 7'-0" x
Door Material:
Finish:
Type:
Frame Material:
Finish:
Detail / Head:
Jamb:
Rating:
#l l9 - Delete
f:\prj\goldpeak\&cs\attacnd.doc
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PART I - GENERAI
t.J
DIVISION 16 - ELECTRICAL
SECTION I60IO
GENERAL PROVISIONS
1.1
r.2
1.5
1.6
1.4
These specifications call out certain duties ofthe Electrical Subcontractor and his
Subcontractors. They are not intended as a material list of items required bv the
Contract.
This. division of the specifications covers the electrical systems of the project. It
includes work performed by the electricar trades as well as trades not normallv
considered as electrical trades.
Provide all items and work indicated on the electrical drawings and all items and work
called for in this division of the specif,rcations in accordance with the Conditions of
Contract Division One General Requirements Documents. This includes all incidentals,
equipment, appliances, services, hoisting, scaffolding, supports, tools, supervision,
labor, consumable items, fees, licenses, etc., necessary to provide complete systems.
Perform start-up and checkout on each item and system to provide fully operable
systems.
The mechanical, electrical, structural, landscape and architectural drawings and
specifications are intended to be used together as construction documents forming an
integrai part of the contract documents. They are intended to define, not limit the
required construction and delivery to the owner of complete systems, in perfect
operating condition. Special items required may be shown or mentioned in either the
drawings or the specifications, or both; however, it is the intent of the contract that
these systems shall be constructed completely and conectly and shall include all
elements necessary to this end.
comply with all applicable govemmental regulations. comply with all Federal, State,
city, and other applicable codes and ordinances. If any conflict arises between these
specifications, drawings, codes and ordinances, immediately notify the Electrical
Contractor. Do not deviate from the drawings and specifications nor install any work
that may be in conflict with codes and ordinances.
comply with all provisions of the contract Documents including Division l, General
conditions, and Supplementary General conditions of the specifications.
General Conditions 16010-1 (.lnlrlcn Pcalr Raca F'anilit r
o a,,rr',..-
.tit<Ett\.:.. |,.14:iri:;:1..!rit;.rii:rir...,iti1rlg4ii.
t.7 Make submittals as specified in the General Conditions. Submittals to be made to show
that all equipment and materials comply with the specifications. certain sections of
these specifications list special submittals required.
certain terms such as "shall, provide, install, complete, start up" are not used in some
parts of these specifications. This does not indicate that the items shall be less than
completely installed or that systems shall be less than complete.
It shall be the responsibility of each contactor to examine the contract Documents
carefully before submitting their quotation, with particular attention to errors,
omissions, conflicts with provisions of laws and codes having jurisdiction, conflicts
between drawings or drawings and specifications, and ambiguous definition of the
extent
_of
coverage between contracts. Any such discrepancy shall be brought
immediately to the attention of the Architect for correction.
Wherever conflicts occur between different parts of the Contract Documents, the greater
quantity, the better quality, or larger size shall prevail unless the Architect informs the
Contractor otherwise in writing.
COORDINATION OF WORK
certain materials will be provided by other trades. Examine the contract
Documents to ascertain these requirements.
Carefully check space requirements with other trades to insure that all material can
be installed in the spaces allotted thereto including finished suspended ceilings.
Transmit to other trades all information required for work to be provided under
their respective Sections in ample time for installation.
wherever work interconnected with work of other trades, coordinate with other
trades to insure that all trades have the information necessary so that they may
properly install all the necessary connections and equipment. identify all items of
work that require access so that the ceiling trade will know where to install access
doors and panels.
Consult with other trades regarding equipment so that, wherever possible. motor
controls are of the same manufacture.
Fumish to General contractor all sleeves for passage of conduits through structural
masonry and concrete walls and floors and elsewhere as will be reouired for the
proper protection of each conduit and raceway passing through uuliaing surfaces.
1.9
1.8
1.10
r.l l
B.
L.
D.
E.
F.
:\.tt1'r1!tr/,t!. h/j.,:?ittitw* iBed"e).,..;tte 4(e.e+. re @.1
Provide required supports and hangers for conduit, busduct, and equipment, so that
loading will not exceed allowable loadings of structure.
Due to the type of installation, a fixed sequence of operation is required to properly
install the complete systems. coordinate, project, and schedule work with other
trades in accordance with the construction sequence.
Examine and compare the electrical drawings and specifications with the drawings
and specifications ofother trades, and report any discrepancies between them prior
to quotation and obtain from him written instructions for changes necessary in the
electrical work. Install and coordinate the electrical work in cooperation with other
trades installing intenelated work. Before installation, make proper provisions to
avoid interferences. All changes required in the work ofthe contracior, caused by
his neglect to do so, to be made by him at his own expense.
It is the intent of the drawings and specifications to provide a complete workable
system ready for the owner's operation. Any item not specifically shown on the
drawings or called for in these specifications, but normally required to conform
with the intent, are to be considered a part of the Contract.
The locations oflighting hxtures, outlets, panels and other equipment indicated on
thewiring plaps are approximately correct, but they are understood to be subject to
such revision as may be found necessary or desirable at the time the work is
instailed in consequence ofincrease or reduction ofthe number ofoutlets, or in
order to meet field conditions or to coordinate with modular requirements of
ceilings, or to simpliff the work, or for other legitimate causes.
Exercise particular caution with reference to the iocation ofpanels, outlets,
switches, etc., and have precise and definite locations approved by the owner
before proceeding with the installation.
The drawings show only the general run of conduits and approximate location of
outlets. Any significant changes in location ofoutiets, cabinets, etc., necessary in
order to meet field conditions shall be brought to the immediate attention of the
Ensineer.
N. obtain from the Engineer the location of such outlets or equipment not definitely
located on the drawings.
o. circuit "tags" and or circuit numbers in the form of arrows are used where shown
to indicate the home runs of conduit to electrical distribution panels and
switchboards. These tags show the circuits in each home run and the panel
designation. Show the actual circuit numbers and circuit method on the finished
record documents and on panel directory card. Where circuiting is not indicated,
Electrical Subcontractor may provide required circuiting in accordance with the
U.
H.
J.
K.
L.
M.
, ,. . .,,. ./ ,/,ivva.eh?wr,i*t,lttt\,trnva\*it l,rd'rxrrr',aa
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loading indicated on the drawings, however circuit numbers defined shall be
utilized in actual installation.
The drawings generally do not indicate the exact number of wires in each conduit
for the branch circuit wiring of fixtures and outlets or the actual circuiting. provide
the correct wire size and quantity as required by the indicated circuitine ;nd/or
circuit numbers indicated and contol, wiring diagrams, if any, specifielcl voltage
drop or maximum distance limitations, and the applicable requirements of the
NEC.
These specifications are basically equipment and performance specifications.
Actual installations shall be as shown on the drawings. Installations and details
shown on the drawings shall govern where these differ from the specifications.
coordinate exact locations of equipment and devices with Architect, project
Manager, and all Contractors prior to rough-in.
contractor to coordinate voltage, phase and overcurrent devices with all trades
prior to rough-in and/or fabrication ofequipment including.
Required anchor bolts, sleeves, inserts and supports to be furnished under the same
section ofthe specifications as the respective items to be supported. Location ofanchor
bolts, sleeves, inserts and supports to be directed by the trade requiring them to insure
that they are properly installed. Any expense resulting from the improper location of
installation of anchor bolts, sleeves, inserts and supports to be paid for by the Electrical
Subcontractor under this section ofthe specifications.
slots, chases, openings and recesses through floors, walls, ceilings, and roofs will be
provided by the various trades in their respective materials. The trade requirins them to
properly locate such openings and be responsible for any cutting and patching-caused by
the neglect to do so.
Adjust location ofconduits, panels, equipment, pull boxes, fixtures, etc. to
accommodate the work to prevent interferences, both anticipated and encountered.
Determine the exact route and location of each conduit, raceway and paneVswitchboard
prior to fabrication.
A. Right of way: Lines which pitch to have rhe righrof'-way over those which do not
pitch. For example: steam, condensate, and plumbing drains normally have
right-of-way. Lines whose elevations cannot be changed to have right-of-way over
lines whose elevations can be changed.
B. Make offsets, transitions and changes in direction in conduits as required to
maintain proper head room in pitch of sloping lines whether or not indicated on the
drawines.
P.
a.
R.
S.
t.t2
l.l3
l.l4
l.l)
l. r6
wherever the work is of sufficient complexity, prep€ue additional detail drawings to
scale similar or greater to that of the bidding drawings, prepared on tracing meciium of
the same size as contract drawings. with these layouts, coordinate the work with the
work of other trades- Such detailed work to be clearly identified on the drawings its to
the area to which it applies. Do not submit these drawings to the Architect/Engineer for
approval. At completion, however, include a set of such drawings with each set of
as-built drawings for owner's purposes. As a minimum, submit for review by Engineer
the Main Electrical Room and other electric closets.
AS BIJILT DRAWINGS
During construction, keep an accurate record ofall deviations between the work as
shown on drawings and that which is actually installed. Keep this record set of
prints atjob site for inspection by the Architect/Engineer.
Upon completion of the installation, obtain from the Engineer a complete set of
prints. Enter thereon, in a neat and accurate manner, a complete record of all
revisions of the original drawings, as actually installed. All revisions are to be
identified in a professional manner equal to the presentation ofthe original
Contract Documents; however all deviations shall be clearly identified. Submit
one (1) set ofdocument prints ofthese revised transparencies to the General
Contractor. The cost for prints and for making required changes to be bome by the
Electrical Subcontractor.
I.I7 APPROVALS
Wherever operating results such as quantity delivered, volume obtained, or the like
are specified, or a definite make and size of apparatus is specified, for which such
quantities are readily determinable - the make and size of apparatus it is proposed
to use must conform substantiaily (in regard to the operating results) to the
quantities specified or implied. Same to apply to important dimensions relating to
operation apparatus in coordination with the rest of the system, or to properly
fitting it into available space conditions. Any substitution of equipment or
apparatus to include all necessary revisions, conduit connections, bases,
adjustments to electrical power supply, as required to complete the installation.
Approval of any submitted data or shop drawings for material, equipment
apparatus, devices, arrangement and layout shall not reiieve Electrical
Subcontractor from responsibility of fumishing same of proper dimensions and
weight, capacities, sizes, quantity, quality and installation details to efficiently
perform the requirements and intent ofthe Contract. Such approval shall not
relieve Electrical Subcontractor from responsibility for errors, omissions or
inadequacies ofany sort on submitted data or shop drawings.
A.
B.
B.
/-:^^^-^l /- nn rl iti nn <.1<ntn <
I.I8 SHOP DRAMNGS
A. submit shop drawings and manufacturer's data for the followins items in
accordance with the Contract Documents.
Detailed shop layout drawings of electric and telephone service systems
Service and distribution boards
All lighting fixtures, lamp types, and ballasts
Conduit and wiring systems employed (statement and usage)
' Disconnect switches
Emergency generator systems
Automatic transfer switches
Disconnect switches
Dimming systems
Heat tracing system
Wiring devices and outlet boxes (statement and usage)
Sound system
Cable TV system(wiring only)
Voice/data system (wiring only)
Fire alarm system (with complete wiring diagrams and sequence of operation)
Relays, contractors and time clocks
I.I9 CODES REGULATIONS AND STANDARDS
A. The electrical installation shall be in compliance with the requirements of all
applicable building codes, State standards, O.S.H.A., N.E.C., N.F.p.A. and the
rules, regulations and requirements of the power company supplying power to the
buildings. Comply with ADA.
/-l^-^-^l /i^-l:+:^-^
B. The electrical installation and the Contractor shall comply fully with all city,
county and state laws, ordinances and regulations applicable to electrical
installations.
C. All equipment shall be new and equal to or exceed the minimum requirements of
N.E.M.A., LE.E.E. and Underwriters' Laboratories.
I.2O GENERALREQUIREMENTS
A. All standards, specifications, drawings and codes referred to herein shall be
considered a part ofthis specification.
B. All local fees and permits and services of inspection authorities shall be obtained
and paid for by the Contractor. The Contactor shall cooperate fully with local
utility companies with respect to their services.
C. The Contractor shall contact utility companies prior to quotation and coordinate all
work:
U.S. West Communications
Holy Cross Electric
D. It is the intent of these drawings and specifrcations to establish quality standards of
materlals and equipment installed. Hence, specific items are identified by
manufacturer, trade name and/or catalog designation.
E. Upon award of contract, the contractor with twenty (20) working days shall submit
all required shop drawings. All lighting fixtures/lamps to be submined as a single
package, as well as all panel boards and switchgear, etc. Fire alarm submission to
include a sequence ofoperation and battery calculations. Fire alarm shop drawing
to be submitted to local authorities having jurisdiction for review and comment and
to engineer for review after locai authorities review cornments have been denoted
on submitted shop drawines.
Generrl Cnnditinns r6nln_7 n^1..1-- D^.L P^c- t.^il;n,
The contractor shall make the necessary arrangements for and provide, maintain
and remove after construction a complete temporary power and lighting system to
allow work to progress in all phases of construction as per agreement with General
contractor. The system shall consist ofa secondary service, distribution sysrem,
panelboards with G.F.I. breakers, branch circuits,20 amp duplex groundei rype
receptacle outlets, and sufficient lighting to provide acceptable levels of
illumination, and all in compliance with all state and local safety laws and
ordinances, and in particular with Federal public Law pL-91-596, cited as the
williams-Steiger occupational safefy and Health Act of 1970, with all subsequent
amendments and supplements as it applies to this project and in accordance with
the National Electrical code. Energy costs to be paid by others. Temporary
electric service to be available during normal working hours of the electricai trades.
All materials to be fumished by the conEactor shall be new and unused (temporary
power and lighting specified in preceding paragraph is excluded) and shall be free
from defects. All materials used shall bear the Underwriters' Laboratory, Inc. Iabel
provided a standard has been established for the material in question.
At completion of project, contractor shall provide the owner with two (2) sets of
operating instructions and manuals including wiring diagrams and parts list for
systems and equipment installed. contractor shall instruct owner as to location
and operation ofdistribution equipment and panelboards, areas which panels serve
and location and routing of branch circuits to major mechanical equipment items.
contractor shall also provide instruction to owner for all special svstems.
1.2i INSPECTION, TESTS AND GUARANTEES
C.
The work shall be subject to inspection by the Architect and Engineer or therr
representatives at all times.
After the electrical installation is completed and at such times as the Architecr may
direct, the contractor shall conduct an operating test for approval. The installation
shall be demonstrated to be in accordance with the requirements of this
specification. Any defects revealed shall be corrected promptly at the contractor's
expense and the test reconducted.
All electrical work and all items of equipment and materials shall be guaranteed for
a period ofone year (365 days) from the date ofacceptance ofthe work. The
contractor shall be notified in writing of any defective items and shall repair or
replace such items promptly without cost to the Owner.
r,
G.
H.
A.
B.
General Conditions I 501 0-C Gnlden Da.rlz R.ce tr.^il;t '
1.22 EXAMINATION OF SITE
C.
Prior to submitting quotation, visit site(s) and thoroughly investigate locations,
connections and details of all services and systems which would in any wav affect
or tie-in with work of these drawines.
No extras will be allowed for work resulting from conditions which would have
been evident upon a thorough examination ofthe site.
Noti$ the engineer prior to bid or quotation (select one), date ofany discrepancies
or points of doubt or contention. Failing this, allow in tender for the most
expensive course of action.
1.23 PROGRESS OF WORK
A. The Contactor shall order the progress of his work so as to conform to the progress
of the work of other trades and shall complete the entire installation * roon *ih"
conditions of the building will permit. Aay cost resulting from the defective or
ill-timed work performed under this section shall be bome by the Contractor.
PART 2 . PRODUCTS
If products and materials are specified or indicated on the drawings for a specific item
or system, use those products or materials. If products and materials are not listed in
either ofthe above, use first class products and materiais, subject to approval ofshop
drawings.
All equipment capacities, etc. are listed for job site operating conditions. All equipment
sensitive to altitude to be derated and method of derating shown on shop drawing.
where operating conditions shown differ from the laboratory test conditions, the
equipment to be derated and the method of derating shown on shop drawings.
AII products and materials to be new, unused, clean, free of defects and free of damaee
and corrosion
Ship and store all products and materials in a manner which will protect them from
damage, weather and entry of debris. If items are damaged, do not install, but take
immediate steps to obtain replacement or repair.
PART 3 - EXECUTION
3. I Follow manufacturer's instructions for installing, connecting, and adjusting alt
equipment. Provide copy of such instructions in the owner O+M Manuals. provide a
A.
B.
2.1
2.2
L.)
.,4
General Cnnditinns r 601n_o /1^'lr^- D^^t- D^^^ D^^itl+-.
).2
3.3
3.4
3.5
3.6
copy of such instructions of the equipment at job site. provide all special tools, wiring
and accessories.
Use mechanics skilled in their trade for all work.
Keep all items protected before and after installation. clean up all debris.
Perform all tests required by local authorities in addition to tests specified herein, such
as life safety systems.
Applicable equipment and materials to be listed by Underwriters' Laboratories and
manufactured in accordance with ASME, NEMA; ANSI or IEEE standards. and as
approved by local authorities having jurisdiction.
Before commencing work, examine all adjoining work on which this work is in any way
dependent for perfect workmanship and report any condition which prevents
performance of first class work. Become thoroughly familiar with attual existing
conditions to which corurections must be made or which must be changed or altered.
Deliver to owner's representative all special tools needed for proper operation,
adjustment and maintenance of equipment.
Provide owner with 2 or 3 sets of operation and Maintenance Manuals including shop
drawings and manufacturer's information on all equipment provided by the contractor.
Manuals shall be provided in a high quality 3 ring binder and be completely indexed.
Submit manuals to the Architect/Engineer not less than 2 weeks befoie completion of
the project.
END OF SECTION 16010
). t
3.8
General Conditions I Knl n 1n
SECTION I6020
WORKINCLUDED
PART 1 - GENERAL
l.l Provide all items, articles, equipment, tools, appliances, materials, and methods listed,
shown or scheduled on drawings or herein specified. Provide all labor, services,
supports, supervision, and incidentals required to install the systems complete and in
operating condition, all in accordance with the Contract Documents.
The work includes, but is not limited to the following:
Equipment supports and miscellaneous steel for electrical equipment.
Uhderground power and telephone raceways
Temporary power and lighting system
Service and distribution feeders
Complete 480/277 volts and 120/208 volt light and power distribution
system, including emergency system.
UPS System
Lighting fixtures, lamps, convenience outlet systems, and miscellaneous
wiring devices
.-
Fire Alarm System
Motor power wiring
Miscellaneous electrical equipment and systems, unless otherwise noted
Telephone, CRT and TV empty conduit system. (Unless amended
otherwise.)
Excavation and backfill together with all required barricades.
Balancing loads
Work Included 16020-l Golden Peak Base Facility
Grounding system
Sealing ofsleeves and other electricai openings
Snow melting and pipe tracing
Sorurd system
CCTV system
Security system
ice/data system
B. Related Work Specified Elsewhere
Finish painting, except as herein specified
Housekeeping pads
Electric heaters
Temporary light and power
Openings in duct for duct type smoke detectors
Concrete work
Sleeves in walls
Access panels in general construction
Relocation and or demolition of all existing power, dat4 voice, CCTV
and other utilities on site to suit new facilities.
Control wiring, starters and all other related devices and wiring of any
kind or nature for mechanical and plumbing systems supplied under
Division 15 of the specifications.
1.2 QUALITY ASSURANCE
Work Included t6020-2 Golden Peak Base Faciliw
A. Equipment supplied is to be Underwriters' Laboratories listed and labeled unless
. approved otherwise.
1.3 PRODUCT DELIVERY, STORAGE AND HANDLING
A. Delivery of Materials: Deliver materials (except bulk materials) in
manufacturer's unopened container fully identified with manufacturer's name,
trade name, type, class, grade, size and color.
B. Storage of Materials, Equipment and Fixtures: Store materials suitably sheltered
from the elements, but readily accessible for inspection by the Architect until
installed. Store all items subject to moisture damage in dry, heated spaces.
1,4 EQUIPMENT ACCESSOzuES
A. Establish sizes and location ofthe various concrete bases required and provide
all necessary anchor bolts together with templates for holding these bolts in
position.
B. Provide supports, hangers and auxiliary structural members required for support
of electrical work including ceiling clips for all lay-in type fixtures.
I.5 IDENTIFICATION
A. Furnish a nameplate for each switchboard, feeder switch, etc. Unless otherwise
noted, use lamacoid or aluminum with a black enamel background with etched
or engraved upper case letters, enciosed by naturai aluminum border, or black
and white laminated bakelite plate with beveled edges. Utilize red background
for emergency systems. Inscribe name and number of equipment as shown on
the Drawings.
B. Namepiates for equipment serviced by the emergency system are to be red
enameled backgrounds with white lettering.
1.6 NOMINAL VOLTAGES (TINLESS OTHERMSE NOTED)
A. Secondarydistribution: l20l208volts3-phase,4-wire.
B. Convenience outlets: 120 volt, single phase, 2 wire.
C. Lighting: Incandescent 120 volt for fluorescent and HID types, single phase,
2-wire. (See luminere schedule for specific voltage)
Work Included 16020-3 Golden Peak Base Facility
D. Motors: % horsepower and larger 20g volt, 3_phase.
E. Motors smaller than % horsepower; 120 volt, singie phase.
F. Provide equipment of sufficient poles and voltage rating to correctly function at
the above voltage.
1.7 EXCAVATION AND TRENCHING
A. Provide excavation for electrical systems. Excavate all material encountered, to
the depths indicated on the Drawings or required. Remove from the site
excavated materials not required or suitable for backfill. Provide grading as may
be necessary to prevent surface water from flowing into trenches or other. excavations. Remove any water accumulating therein. Provide sheeting and
shoring as may be necessary for the protection of the Work and for the safety of
personnei.
B. Provide trenches of widths necessary for the proper laying of the conduit. Grade
bottom of the trenches accurately to provide uniform bearing and support for
each section of the pipe and conduit on undisturbed soil at errery poini along its
entire length. Except where rock is encountered, do not excavate below the
depths indicated. Where rock excavations are required, excavate rock to a
minimum overdepth of four inches below the hench depths indicated on the
Drawings or required. Backfill overdepths in the rock excavation and
unauthorized overdepths with loose, granular, nroist earth, thoroughly tamped.
whenever unstable soil that is incapable of properly supporting the pipe, as
determined by the Architect, is encountered in the bottom of the trench, remove
soil to a depth required and backfill the trench to the proper grade with coarse
sand, fine gravel or other suitable material.
C. Excavate trenches for utilities to a depth that will provide the following
minimum depths of cover from existing grade or from indicated finished grade,
whichever is lower, unless otherwise specifically shown.
l. Secondary electric service: 2 feet (minimum).
2. Telephone service: 2 feet (minimum)
I.8 BACKFILLING OF TRENCHES
A. comply with the requirements of other sections of theses specifications.
Deposit in 6 inch layers and thoroughly and carefully tamp until the pipe has a
Work Included t6020-4 Golden Peak Base Facilitv
cover of not less than I foot. Backfill remainder of trench by machine.
Uniformly grade the finished surface.
1.9 CUTTING, PATCHING. ETC.
A. The work shall be carefully laid out in advance. Where cutting, channeling,
chasing or drilling offloors, walls, partitions, ceilings or other surfaces is
necessary for the proper installation, support or anchorage ofraceway, outlets or
other electrical equipment, the work shall be carefully done. Any damage to the
building, piping, equipment or defaced finish plaster, woodwork or metalwork
shall be repaired by skilled mechanics of the trades involved at no additionai
cost to the Owner.
B. The Contractor shall do no cutting, channeling, chasing or drilling of unfinished
masonry, tile, etc., unless he fust obtains permission from the Architects.
PART2-NOTUSED
PART3-NOTUSED
END OF SECTION I6020
Work Included r6020-5 Golden Peak Base Faciliw
SECTION 16030
BASIC MATEzuALS AND METHODS
PART I - GENERAL
I.I DESCzuPTION
A. General: Provide basic materials and methods in accordance with the Contract
Documents.
B. Related Work Specified Elsewhere
1. Finish painting
2. Groundinp
1.2 STANDARDS
A. Except as modified by governing codes and by the Contract Documents, comply
with the applicable provisions and recommendations of the following:
1. Electrical Metallic Tubing: Comply with the latest edition of Underwriters,
Laboratories standard UL-797 and American National Standards Institute
380_3
2. Rigid Conduit and IMC: Comply with the latest edition of Underwriters'
Laboratories standards.
3. conductors: comply with American society of Testing Materials.
PART 2 - PRODUCTS
2.1 RACEWAY SYSTEM
A. Provide raceways for wiring systems. where nonmetailic raceways are utilized,
provide sizes as required with the grounding conductor considered as an insulated
additional conductor. Minimum size%inchwhere THHN is employed, unless
otherwise noted on drawings. otherwise, use minimum 3/4 inch. Home runs with
more than (6) 1-pole may not be utilized.
Basic Materials and Methods 16030- l Golden Peak Base Faciliw
\ .....i;;r;;i-. .. .:. . i.:.;!;r)i.i/:;i- :":irtiiu:7::jJ.i90tiiiiit?lii.iffiljll|i1;tit;.ii:t:1.ij,litilttllffit zri$8lirlo
B.Provide electrical metallic tubing manufactured of steel, galvanized on the outside
and coated on the inside with a smooth hard finish of lacquer, vamish or enamel.
Use steel compression gland fiuings, "Tomic" Tap-ON, "Tomic" compression type
or set screw type fittings may be used. Where installed in slab or fill. provide
concrete tight f,rttings.
Provide rigid conduit manufactured ofhot-dipped galvanized rigid steel. provide
doubie lockouts and bushings on conduits terminating at outlet boxes, cabinets,
gutters, etc.
Rigid heavy wall aluminum conduit IMT or EMT may be used for risers in the
electrical closets. Provide fiber sleeves for each conduit passing through slab so
that concrete filling of slab does not come in contact with aluminum conduit.
Non-Encased Raceways: Unless specifically noted on the drawings for concrete
encasement, provide either of the following raceway systems for installation in or
below slabs on grade or in earth or gravel.
l. Rigid, heavywall, schedule 40, polyvinyl chloride (PVC) plastic conduit,
suitable for direct burial and Underwriters" Laboratories listed. Acceptable
manufacturers are: Borg Wamer, Carlon, Ethyl, Karloy, or Triangle. Provide
offsets and 90 degrees ells of rigid steel plastic coated or painted (2 coats)
conduit. PVC may be utilized to exterior luminaires.
2. Rigid, heavywall gaivanized steel conduit or IMTas permitted by codes.
Flexible Steel Conduit: Maximum length 6 feet, single strip, continuous, flexible
interlocked double-wrapped steel, galvanized inside and outside forming smooth
internal wiring channel, as manufactured by Nationai Electric Products, Triangle or
Clifton Conduit. Each section of raceway must contain a bonding wire bonded at
each end and sized as required, except for lighting fixtures. Provide connectors
with insulating bushings.
AC cable assembly: air plenum rated with ground conductor, provide with U.L.
listed ratings, corurectors and bushings. All conductors to be THHN insulated, use
where permitted by code authorities having jurisdiction. MC cable ENT may be
utilized in places of public assembly where permifted by Code authorities.
MC cable assembly with insulated green ground wire THHN/THWN insulation
may be utilized for feeder to dwelling units.
Liquid-Tight Flexible Electrical Conduit
C.
D.
E.
F.
G.
H.
I.
Basic Materials and Methods 16030-2 Golden Peak Base Facility
t.Same as flexible steel conduit except with tough, inert watertight plastic outer
jacket, "Seal-Tite" Type U.S. (American Brass Company), "Flex-Seal Type
LX" (Columbia Cable and Electric Corporation), "Electric-Flex"
(lnternational Metal Hose).
Fittings: Cast malleable iron body and gland nut, cadmium plated with
one-piece brass grounding bushings which thread to interior ofconduit. Spiral
molded vinyl sealing ring between gland nut and bushing and nylon insulated
throat, as manufactured by Gedney, Appleton, or Thomas & Betts.
OUTLET. JUNCTION AND PULL BOXES
A. ?rovide zinc-coated or cadmium-plated sheet steel outlet boxes not less than 4
inches octagonal or square, unless otherwise noted. Equip fixture outlet boxes with
3/8 inch no-bolt fixture studs where required. Where fixtures are mounted on or in
an accessibie type ceiling, provide ajunction box and extend flexible conduit to
each fixture. Fit outlet boxes in finished ceilings or walls with appropriate covers,
set flush with the finished surface. Where more than one switch or device is
located at one point, use gang boxes and covers unless otherwise indicated.
Sectional switch boxes or utility boxes will not be permitted. Provide Series "GW"
(Steel City) tile box, or as accepted, or a 4 inch square box with tile ring in
masonry walls which will not be plated or furred. Where drywall material is
utilized provide plaster ring. Provide outlet boxes ofthe type and size suitable for
the specific application.
C.
Construct junction or pullboxes not over 150 cubic inches in size as standard outlet
boxes, and those over 150 cubic inches the sarne as "cabinets", with screw covers
of the same gauge metal.
Plug any open knockouts not utilized.
Provide surface mounted outlet and junction boxes in indoor locations where
exposed to moisture and outdoor locations of cast metal with threaded hubs.
WIRE AND CABLE
A. Provide wire with a minimum insuiating rating of 600 volts, except for wire used in
low voltage (below 50 voits) control of signal systems use 300 volt minimum or
600 volt where permitted to be incorporated with other wiring systems. The
optional use of teflon (multi-conductor) for low tension systems may be permitted
as approved on shop drawings by engineers and where permined by local codes.
2.
2.2
B.
D.
L-)
Basic Materials and Methods
li.RNnu' - -:
16030-3 Golden Peak Base Facility
B. Conductor
Electrical grade, annealed copper, tinned ifrubber insulated, and fabricated in
accordance with ASTM standards. Minimum size number 12 for branch
circuits; number l4 for control wiring.
Wire No. 4 and larger, and only as feeders to panels, switchboards and motor
control centers, may be aluminum. Aluminum may be used provided that
equivalent ampacity to the specified copper conductor is fumished. Mixing of
conductor types is permitted only for grounding conductors, with specific
acceptance or as noted on the Drawings.
3. AC cable assembly may be utilized. Provide with THHN CU conductors
including ground wire. May be employed only for #12 and#10 gauge branch
circuits serving interior lighting and receptacle circuits in accessible hung
ceilings and places of non-public assembly or as permitted by codes.
C. Stranding and Number of Conductors
l. Number 14, 12 and number 10 solid.
Cables larger than number 10, sftanded in accordance with ASTM Class B
stranding designations.
Control wires stranded in accordance with ASTM Class B strandine
designations.
Cables, muiti-conductor unless otherwise noted for low tension systems,
All low tension cable to be identified on cable as per NEC, UL and NEMA.
D. Insulation
1.Type THW, XHHW or THHN/THWN Thermoplastic insulation suitable for
use in wet locations up to 90 degrees Centigrade. Use for lighting, receptacle
and motor circuits and for panel and equipment feeders.
Type THHN/THWN - Flame retardant: Heat-resistant thermoplastic
insulation, nylon jacket rated for 90 degrees Centigrade operation. Use for
lighting branch circuit wiring installed and passing through the ballast
channels of fluorescent fixtwes, wiring in metal roofdecks in or near roof
insulation, in attic orjoist spaces, or in raceways exposed to the sun.
1l.
2.
2.
3.
A
5.
z.
Basic Materials and Methods 16030-4 Golden Peak Base Facility
j
3. Type AF - Asbestos-covered heat-resistant wire suitable for 150 degrees
centigrade operation. use for fixture wiring or any wiring within 3 feet
horizontally or 10 feet above any furnace, boiler or similar appliance.
E. Manufacturer
General Electric, Phelps Dodge, Triangle, Anacond4 Kaiser, General cable,
okonite, Simplex, National Electic products, collyer, or Kerite, Hatfield, Rome.
Cyprus.
F. Color-code wiring for control systems installed in conjrurction with mechanical
and./or miscellaneous equipment in accordance with the wiring diagrams fumished
with the equipment. Factory color code wire number 2 and smaller. wire
number I and larger may be color coded by color tapping of the entire length of the
exposed ends.
G. Connectors
l. Make connections, splices, taps and joints with solderless devices,
mechanically and electrically secure. protect exposed wires and connecting
devices with electrical tape or insulation to provide not less than one
conductor.
2. Branch Circuit wires (Number I0 and smaller): use any of the following
types of terminals and connecting devices:
a. Hand Applied: Coiled and tapered, spring wound devices with a
conducting corrosion-resistant coating over the spring steel and a plastic
cover and skirt providing full insulation for splice and wired ends. Screw
connector on by hand. Manufacturer: "Wing Nut" (Ideal Indusries),
"Piggy" (Thomas & Betts) or "Scotchlok" (3M Company).
b. Tool Applied: Steel cap, with conduction and corrosion resistant metallic
plating, open at both ends, fitted around the twisted ends of the wire and
compressed or crimped by means of a special die designed for the
purpose. specifically fitted plastic or rubber insulating cover wrap over
each connector.
c. Manufacturer: "Stakon" (Thomas & Betts), "Number 410 Crimp
Connector" (ldeal Industries), or "Wrap-Cap" (Buchanan).
d. Aluminum Conductors: May be utilized in lieu of copper. provide
compression type. Where terminations on devices such as switches.
Basic Materials and Methods 16030-5 Golden Peak Base Facility
.AL.-t
circuit breakers, and motor starters are mechanical lugs and cannot be
changed, make connection to a copper pigtail added to the aluminum
wire with circumferential compression connector.
H. Electrical Tape
I. Specifically designed for use as insulating tape.
2. Manufacturer: Johns-Manville or Minnesota Mining.
I. Lubricant: use lubricant only where the possibility of damage to conductors
exists. Use only a lubricant designed by the cable manufacturer and one which is
inert to cable raceways.
EQUIPMENT SUPPORTS
A. support raceways on accepted types ofwall brackets, specialty steel clips, or
hangers, ceiling trapeze hangers, or malleable iron straps. plumber's perforated
straps are not permitted. Acceptable manufachrer's brackets o. haog"rs are
Kindorf, Elcan, Binkley, Multi-Frame, power-Strut, or unistrut, or an approved
equal. Do not suspend raceways or equipment from other raceways, steam, water,
or other piping or ductwork, except as otherwise permitted. provide independent
and secure support methods.
SWITCH AND WIRING DEVICES
A. Local Wali Switches
L Mount switches vertically with the "on,' position on top, unless noted or
specifred otherwise.
where switches are indicated to be installed near doors, comer walls, etc.,
mount same not less than 2 inches and not more than 12 inches from trim.
Verify exact location with the Architect.
carefully coordinate the location of switches to insure locations at the strike
side ofdoors.
4. Provide specification grade, flush mo'nting, quiet-operating AC type, with
toggle operator and heat-resistant plastic housing. Silver alloy contact. Rated
20A at 227Y and capable of full capacity on fungsten or fluorescent lamp load
20 at r20Y for condominium units. Design for side or back wiring with up to
2.5
2.
3.
Basic Materials and Methods 16030-6 Golden Peak Base Facility
Number 10 wire. verified by uL to meet or exceed Federal specification
ws-896E.
5. Use single-pole, double-pole, 3-way, 4-way,pilot or keyed fype, as indicated
on drawings or required.
6. switches controlling lighting connected to the emergency power system shall
be the illuminated toggle type - illuminated when the switch is in the off
position.
7. switches controlling lighting by way of low-voltage lighting control relays
shall be 3-position, momentary-contact, center-offtype to match the other
. switches.
8. Manufacturers: 562 I -2-W series (Leviton) or equal by Eagle, public spaces;
residential units Leviton #5601-I series..
9. Dimmer switches Lutron-Maestro LU-600P-White. Master Units. Remote
Units#MA-R.)
B. Duplex Convenience Receptacles
1. unless otherwise noted, mount receptacle horizontally with u-shaped ground
position at left.
2. Provide 3-pole NEMA and American National Standards Institute standard
type, with bronze contacts that accept plug with 2 parallel blades and
1 grounding blade. Heat-resistant white plastic enclosure with nylon face.
Two grounding screws. Break-offterminals for 2-circuit wiring. Rated 20
amperes at 125 volt electrical altemating cunents. Comply with federal
specifications WC596-D and National Electrical Manufacturers' Association
Standard W. D-1, 3.02 through 3.10 and Underwriters' Laboratories standard
498.
3. Manufacturers: "Catalogue Number 16362-W" (Leviton), (public Corridor,
Public halls,lobby, foyer and like areas). Leviton#16662-W or equal by
Eagle (All other areas).
C. Cover Plates
l. When two or more switches or devices are shown in one location. mount
under a common plate.
Basic Materials and Methods 16030-7 Golden Peak Base Faciliw
2. Manufacturers: Leviton or Eagle smooth white to match device.
D. Outdoor Locations
l. Protect receptacles located outdoors or where indicated to be weatherproofby' a GFI receptacle or circuit breaker.
2. Protect exterior receptacles by a cast aluminum metal plate with a stainless
steel spring-loaded, gasketed lift cover to remain locked in either open or
closed position.
E. Switch and Pilot Light: "Number 1261" (Hubbell) switch with "Number 1375"
(Hubbell) flush neon pilot light with red jewel.
PART 3 . E)GCUTION
3.I RACEWAY SYSTEMS
A. Install capped bushings on conduits as soon as installed and remove only when
wires are pulled. Securely tie embedded raceway in place prior to embedment.
Conduits installed below or in floor slabs must extend a minimum of 6 inches
above the finished slab to the first connector. Lay out the work in advance to avoid
excessive concentrations of multiple raceway runs. Locate raceways so that the
strength of structural members is unaffected and they do not conflict with the
services ofother trades. Install l-inch or larger raceways in or through structural
members (beams, slabs, etc.) only when and in the manner accepted by the
Architect. Draw up couplings and fittings full and tight. Protect threads from
corrosion with one (l) coat red lead or zinc chromate after installation.
B. Above Grade - Defined as the area above finished grade for a building exterior and
above top surface ofany slabs (or other concrete work on grade for a building
interior. Above-grade raceways to comply with the following:
Basic Materials and Methods 16030-8 Golden Peak Base Faciliry
c'.:1.,it..:,.
1.Instali raceways concealed except at surface cabinets and for motor and
equipment connection in electrical and mechanical rooms. Install a minimum
of 6 inches from flues, steam pipes, or other heated lines. Provide flashing
and counter-flashing for waterproofing of raceways, outlets, fittings, etc.,
which penetrate the roof. Route exposed raceways parallel or perpendicular to
building lines with right-angle tums and symmetrical bends. Run concealed
raceways in a direct line and, where possible, with long sweep bends and
offsets. Provide sleeves in forms for new concrete walls, floor slabs and
partitions for passage of raceways. Waterproof sleeved raceways where
required.
Provide raceway expansionjoints with necessary bonding conductor at
building expansion joints and where required to compensate for raceway or
building thermal expansion and contraction. Terminate raceways 1-ll4 inches
and larger with insulated bushings or rain-tight connections with insulated
throats.
In all remaining areas where permitted, by Code, Electric Metallic Tubing
(EMT) may be used.
Provide flexible metal conduit in sufficient lengths not exceeding 6 feet for
makeup of motor, transformer or equipment, and/or raceway connections
where isolation of sound and vibration transmission is required. For
connections in locations exposed to weather and in interior locations subject to
moisture, use watertight flexible conduit. For connections to recessed lighting
frxtures.
Provide separate code-size ground conductor in all plastic conduits.
OUTLET, JUNCTION AND PULLBO)GS
A. Provide outlet, junction and pullboxes as indicated on the drawings and as required
for the complete installation of the various electrical systems and to facilitate
proper pulling of wires and cables. J-boxes and pullboxes shall be sized per N.E.C.
minimum.
C.
The exact location ofoutlets and equipment is governed by struchual conditions
and obstructions, or other equipment items. When necessary, reiocate outlets so
that when fixtures or equipment are installed, they will be symmetrically located
according to the room layout and will not interfere with other work or equipment.
Verify final location of outlets, panels equipment, etc., with Architect.
Back-to-back outlets in the same wall. or "thru-wall'
2.
-t.
5.
).L
B.
Basic Materials and Methods 16030-9 Colden Peak Base Facility
o . : . . . - :, ii . i . i : : :. : . . . : . ..i. .. .....,. :;.,...,i.ri,i;..;:iJiil);r:j::l-j:i!:!u1!.jla:llvtliir1tl!,!l:ajl}.Xfu&i:;lsji,1
v'!'t
type boxes not permitted. Provide 12-inch (minimum) spacing for outlets shown
on opposite sides of a common wall to minimize sound transmission.
3,3 MOUNTING HEIGHTS
A. Unless otherwise noted, locate outlets as follows:
1. Heights listed are from finished floor to center of device. Unless noted
otherwise, verifu exact locations with the Architect before installation.
a. Convenience and signal Outlets: 18 inches unless otherwise noted or to
suitADA.
b. Lighting Switches: 4 feet.
c. Disconnect Switches and Motor Controllers: 5 feet.
d. Wall Telephone Outlets: 4 feet 6 inches.
e. Exit Lights: Wall-mounted 9 inches below ceiling to center of sign.
f. Fire Alarm Pullstations: 4 feet 0 inches.
g. Fire Alarm Horn Strobes as per ADA.
h. Wall Mounted Fixtures: 7 feet 6 inches or over mirrors (as applicable) or
1 foot below ceilings lower than 8 feet. Stairwell fixtures to be mounted
8 feet 6 inches above finished floor or I foot below ceiling where frxture
exceeds 4.0 inches, mount 6 feet 8 inches (bottom elevation).
3.4 WIRE AND CABLES
A. Provide a complete system of conductors in raceway system. Mount wiring through
a specified raceway, regardless of voltage application.
B. Drawings do not indicate size of branch circuit wiring. For branch circuits whose
Iength from panel to furthest outlet exceeds 150 feet for 120 volt circuits or 300
feet for 277 volt circuits. use number 10 or larser.
C. Do not install wire in incomplete conduit runs nor until after the concrete work and
plastering is completed and moisture is swabbed from conduits. Eliminate splices
wherever possibie. Where necessary, splice in readily accessible pull, junction, or
outlet box.
Basic Materials and Methods 16030- l0 Golden Peak Base Faciliw
. r -:. - t, t,.,.rr;;L;t*i^,.:,iiiiiitiAi;
D.
E.
Provide cable supports for all vertical risers where required by code.
Flashover or insulation value ofjoints to be equal to that of the conductor. provide
Underwriters' Laboratories listed connectors rated at 600 volts for general use and
1,000 volts for use between ballasts and lamps orgaseous discharge fixtures.
Use terminating fittings, connectors, etc. of a type suitable for the specified cable
fumished. Make bends in cable at termination prior to installing compression
device. Make fittings tight. Re-check splices and termination and make
mechanically and electrically tight during a fifteen (15) day period immediately
prior to final acceptance of the work.
.Apply a.r anti-oxide inhibitor equivalent to "Penetrox,' (Burnday) or ,'Noalox,'
(Ideal) to aluminum terminations.
Install wire in raceways and make up terminations in accordance with
manufacturer's recommendations using special washers, nut, etc., as required. Use
an accepted wire-pulling lubricant equivalent to "Yellow" (Ideal) for all wire
number 4 and larger. Strip insulation so as to avoid nicking of wire.
Extend wire sizing for the entire Iength of a circuit unless otherwise noted.
F.
U.
I.
EQUIPMENT SUPPORTS
H.
1.5
B.
Provide structurai supports for the proper attachment of electrical equipment
supplied and also for equipment, such as motor controllers, supplied under other
section of by owner, for mounting, connection, and installation under this Section.
Mount wail-mounted equipment directly to wall by means of steel bolts. Maintain
at least 1/4 inch air space between equipment and supporting wali. Mount groups
or iurays of equipment on adequately sized steel charurels, such as those
manufactured by Kindorf and Unistrut.
Support equipment suspended from ceiling by adjustable threaded steel rods of
adequate diameter and strength anchored to the floor arch or the structural steel.
Support auxiliary steel, ifrequired. from the building steel. Do not secure
hangers to furred ceilings, ductwork, or other piping.
Secure equipment and steel to solid masonry by means ofscrew and bolt anchors
and expansion bolts. On structural steel use clamps that do not depend primarily
on set-screw pressure for security.
C.
D.
Basic Materials and Methods 16030-l I Golden Peak Base Faciliw
o
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E. Mount lighting fixtures rigidly, with no "rocking" action. where fixtures are
surface-mounted, provide one (l) additional support to the longitudinal axis at each
end of each 48-inch section of fixture (or on 48 inch minimum centers at tees.)
Support fixtures from main (load-bearing) tees only.
F. Wlere a space ofover 24 inches to suspended ceilings occurs, the suspending
wires or hangers may be utilized to support conduits of I inch or less trade size.
G. Mount conduits a minimum of 8 inches above any accessible type ceiling, or with
spacing as required to permit relocation of recessed fixtures to any location.
H. Do not drill or pierce stmctural and prestressed concrete members without prior
. approval.
I. Where outlets are installed in steel stud gpe systems, provide additional cross
bracing, bridging, and,ior straps to make the outlet completely rigid prior to the
application of the wall facing material.
3.6 GROUNDING
A. Provide a separate rounding conductor, securely grounded on each end ofsections
of plastic, fiber, asbestos cement or flexible raceways.
B. Provide grounding type bushings for conduits that originate at the service (main)
switchboards and individually bond this raceway to the ground bus in the
switchboards.
C. Provide a green copper ground wire to match insulation of phase conductor(s) in
each and every raceway system employed, other than service entrance conductors
unless noted otherwise for services over 600 voits.
END OF SECTION 16030
Basic Materials and Methods r 6030- 12 Golden Peak Base Facility
PART I - GENERAL
I.I DESCRIPTION
SECTION I6040
ELECTRICAL SERVICE SYSTEM
1.2
General: Provide electrical service system in accordance with the contract
Documents.
B. Related Work Specified Elsewhere
l. Finish painting
2. Equipment supports
STANDARDS
A. Except as modified by governing codes and by the contract Documents, comply
with the applicable provisions and recommendations of the following:
l. Switchboards: comply with underwriters' Laboratories Standard uL
891 and National Electrical Manufacturer Association Standard pB
2-1972 and NEC wire bending.
2. In general, except as modified by goveming codes and by this
, specification, comply with the applicable provisions and
recommendations of the following: Institute of Electrical and
Electronics Engineering, National Electrical Manufacturers Association,
Underwriters' Laboratories, Utility Company Standards, ASA, AIEE.
SUBMITTALS
A. Shop Drawings: Submit shop drawings and manufacturers' data for the
followine items:
L Main Service Switchboard
2. Panelboards
3. Disconnect Switches
4. Emergency System
l.J
Electrical Service Svstem 16040-l Golden Peak Base Facilitv
I
PART 2 - PRODUCTS
2.1 SWITCHBOARDS
A. Provide switchboards of the dead-front safety type, consisting of an assembly of
pressue switch and self-contained switch units of the number, size, and
arrangement shown on the Drawings or 100% rated breakers as shown in a fully
rated enclosure.
B. Construction
l. Formed structural steel or aluminum, forming a rigid structrue. Turned
down peripherai edge on front and rear panels.
2. Conskuct to avoid magnetic loop, which may cause hysteresis heating.
3. Completely enclose on back, front, and sides with removable panels.
Provide louvers top and bottom for adequate ventilation.
4. Screw on covers to provide access to interior. Doors are not to be
provided over operating handles.
5. All sections same height, except for pull boxes.
6. Paint units with one (1) coat of zinc chromate metal primer and two (2)
finished coats of gray enamel.
7. Provide vents on top and bottom ofcover plates.
8. Front accessible and 20-inch maximum depth for 1600,4, and below, 36-
inch for 1600.4. to 40004.
9. Provide UL label for entire switchboard, including short-circuit rating.
C. Pullbox Over Switchboard
l. Provide puilbox of same type of construction and finish as the
distribution switchboard where and if required for conduit terminations.
D. Buses
Electrical Service System 16040-2 Golden Peak Base Facility
I
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l. Copper of 98 percent minimum conductivity or electrical grade
aluminum. All buses to be insulated with high strength stand off
insulators.
2.' Bolted Connections: Bus conductors interleaved to secure maximum
contact areas. Tin-platedjoints and contact areas. All bus connections
accessible for tightening from the front.
3. Bracing: (Root Mean Square) continuous symmetrical short circuit
current as per drawings.
4. Where 100% rated devices are used basis must be 1,000 Amperes per. squre inch copper.
E. Feeder installation and Termination
1. Bolted and accessible.
2. Group cables paralleling one another and ananged so €ls to permit easy
insertion of a clamp-on ammeter on each cable.
F. Bolted Pressure Switches
i. Application: Switches 800 amperes and larger.
2. Dead front, totally enclosed in a cabinet designed as incomplete
magnetic circuit. Interlock to prevent access to closed switch. Interlock
capable of intentional bypass by knowledgeable personnel.
3. Fuse comparhnent interlocked to prevent access when switch is closed.
4. Maximum temperatue rise at full load - 30 degrees Centigrade spot
raihnaf4ttrrarvrrr lJwr s!sr w.
5. Short-circuit rating: 200,000 amperes Root Mean Square symmetrical.
6. Capable of being opened when carrying 750 percent of its rated load.
Opening under these conditions required no major physical effort.
7. Arc barriers and replaceable arcing contacts.
8. Manufacturer: Pringle Switch Company, bolt switch or equal.
Electrical Service Svstem 16040-3 Golden Peak Base Facilitv
\J.Self-Contained Switch Units (Service Duty Rated)
l. Application: Switches 600 amperes and below.
2.
3.
Quick-make, quick-break, dead-front type. Each switch a self-contained
unit, extemally operated from the front.
Fuse and switch compartment interlocked to prevent access to the fuse
comparEnent until switch is thrown to UOFF" position. Interlock
intentionally releasable by eKemally applied tool to permit checking
switch and fuses under load.
Switch units interchangeable for replacement, without disturbing balance
of distribution board's operation.
Switches shall reject firses other than those specified; use rejection type.
Manufacturer: "Type FDP" (Cutler Hammer) or "Type QMR" (General
Electric), SIEMENS/ITE, or Square D.
A
).
6.
H.Fuses
l. Main Switches
Silver and current limiting types
Capable of operating properly on a short circuit of 200,000
symmetrical amperes Root Mean Square.
Capable ofholding 500 percent ofrated current for 4 seconds.
Provide (3) spare fuses of all tvpes and sizes used mount in metal
cabinet. electric room.
2.Motor Circuit Feeder Switches
Silver and dual element current limiting rype.
Capable of operating properly on a short circuit of 200,000
symmetrical amperes Root Mean Square.
Time delay to permit starting currents to pass through when sized
at 150 percent offull load current.
a.
b.
d.
a.
b.
c.
Electrical Service System 16040-4 Golden Peak Base Faciliw
cabinet. electric room.
Provide fuses at a voltage beyond their operating voltage.
3. Manufacturers: Bussman, Chase-Shawmut, or General Electric.
Nameplates
l.Provide white-background/red-lettering nameplate on each switch unit.
Engrave with the size of the fuse and words: "REPLACE ONLY WITH
-."
Engrave proper fuse trade name and size in the blank space,
as well as load specified.
Provide switchboard nameplate with minimum 3/8 inch high lettering.
J.GROLINDING
l.Ground service equipment, conduit systems, supports, cabinets,
transformers, poles, fixhues, etc., and the grounding circuit conductors.
Provide bonding jumpers and wire, grounding bushings, clamps, etc., as
required for complete grounding. Route ground conductors to provide
the shortest and most direct path to the ground electrode system. Provide
ground connections with clean contact surfaces. tinned and sweated
while bolted. Install ground conductors in conduit. Make readily
accessible connections to the underground in the vicinity ofthe
switchgear. Make connections to the water pipe with "series 3900,'
(Thomas & Betts) ground clamp, grounding the conduit enclosing as
well as the conductor. Bond cold waterpipe system to separate
grounding electrode.
Provide a separate grounding conductor, securely grounded on each end
of sections of plastic, fiber, asbestos cement or flexible raceways. Route
inside raceway.
Provide grounding rype bushings for feeder conduits which originate
from the service switchboards and individually bond this raceway to the
ground bus in the main switchboards.
5. Connect the neutral bus in the main service switchboards to the sround
bus by means of removable link.
2.
z.
J.
A
Electrical Service System 16040-5 Golden Peak Base Facilitv
6- Provide grounding conductor for dry+ype transformer secondaries to
nearest cold water pipe.
7. Provide grounding ofconduits entering motor control centers and
panelboards as specified elsewhere.
8. Provide ground conductors in all feeders and branch circuits as specihed
therein.
K. Modifr switchgears as defined on drawings.
2.2 EMERGENCY POWER GENERATOR
A. General
1. Provide a factory-assembled, aligned, and tested diesel-powered engine
generator set fuily automatic on transfer and re-transfer and suitable for
continuous operation for the duration of any intemrption of the normal
electric power source.
2. Only equipment from an authorized manufacturing and warehousing
distributor of a national diesel engine manufacturer will be considered.
The supplier must be regularly engaged in the manufacture and
installation of custom-designed electric power generating systems and
have 24-hour service backup plus training facilities for customer
personnel.
3. Material and equipment shall comply with Diesel Engineer
Manufacturers' Association.
4. Provide wiring and conduit to make the system complete, including that
to remote devices, annunciators, and controls in the street level fire
command center.
5. Design materials and equipment fumished by the supplier to prorecr
operating personnel from injury.
B. Capacity and Performance Requirements
Electrical Service System 16040-6 Golden Peak Base Facility
, '( 't
l. Provide a generator set capable of successfully providing standby power
to start in the foliowing sequence and run continuously the following
loads.
a- Electric set rating: As indicated on the Drawings.
b. Nameplate KVA: As indicated on the Drawines.
c. Power Factor: 0.8
d. Steady state nominal frequency at rated Kilowatt-60 Hertz.
Manually adjustable from 59 to 62hertzspeed at nominal
frequency of 1,800 revolutions per minute.
e. Steady state nominal line-to-line voltage at rated Kilowatts
480/277 volts. Manually adjustable plus or minus 5 percent of
nominal voltase.
2. Power Distribution
Number of Phases
Wires
Phase Arrangement
Three (3)
Four (4)
ABC
3. Ambient Conditions: The set is to be capable of providing full-load
kilowaus under ambient conditions of i00 degree Fahrenheit.
4. Voltage Regulation: Not to exceed plus or minus I percent (difference in
average voltage befween no-load steady state and fuil-load steady state).
5. Voltage steady-load bandwidth not to exceed plus % Dercent.
6. Voltage Transient Performance
a. Dip - With step application of 0.8 power factor. Full load not to
exceed 20 percent.
b. Rise - With step removal of 0.8 power factor. Full load not to
exceed 1.5 seconds.
7. Frequencv regulation (difference in average frequency between no load
steady state and full-load steady state).
Electrical Service System 16040-7 Golden Peak Base Facilitv
a. Adjustable from 0 percent to 3 percent.
b. Adjusted at assembly to 0 percent isochronous.
8. Frequency steady-load bandwidth not to exceed plus I percent.
9. FrequencyTransientPerformance
a. Dip - With step application of 0.8 power factor. Full load not to
exceed 6.5 percent.
b. Rise - With step removal of 0.8 power factor. Full load not to
exceed 6.5 percent.
c. Recovery time not to exceed 0.5 seconds.
10. Upon cold start-up, voltage and frequency must stabilize within their
specified bandwidths at approximately the same time (difference not to
exceed 2 seconds).
I l. Provide voltage regulator supplied by the generator manufacturer.
12. Factory wire for extemal electrical cornections for the engine-generator
set to terminals in the engine-generator control panei and remote status
oanels.
I 3. Provide main circuit breaker on the generator capable of carrying the
generator full load current on a continuous basis and short-circuit ratins
compatible with that of the generator.
C. Diesel Engine
1. Liquid-Cooled
a. Two-stroke or four-cycle design.
b. Fulldieselcompression-ignitionoperation
c. Capable of operating and achieving the specified performance
with number 2 diesel fuel oil.
d. Self-lubricated, positive displacement, gear-driven lube oil pump
Electrical Service System 16040-8 Golden Peak Base FaciliW
I
e. Lube oil pump pressure-relief valve
f. Pressure lubricated main, connecting rod, piston pin, camshaft,
and rocker arm bearings.
g. Full flow, engine-mounted, lube oil filter of the
replaceable-element type, equipped with an automatic bypass
valve.
h. Direct engine-mounted (no exposed oil lines) full-flow lube oil
cooler with an automatic bypass valve.
i. Maximum allowable exhaust temperahue at engine exhaust
manifold outlet - 1000 degrees Fahrenheit.
j. Engine must not require a head of fuel on transfer pump.
k. Primary and secondary fuel filters of the replaceable-element
tyPe.
l. No exposed fuel Iines above 30 pounds per square inchpressure.
m. Standard Society of Automotive Engineers nuts, bolts, and studs.
n. Standard National Pipe Thread or Society of Automotive
Engineers tubing and fittings.
2. Generator
' a. Single-bearing alternator directly connected to engine though
flexible coupling.
b. Rotating field, brushless type
c. Drip-proof guarded
d. Self-ventilated
e. Self-lubricated bearines
f. Generator to operate within National Electrical Manufacturer's
Association temperature limits.
Electrical Service System 16040-9 Golden Peak Base Facilitv
't
g. Generator rotor capable ofoperating at 25 percent overspeed.
h. Insulation conforming to Class F. National Electrical
Manufacturers' Association standards with a maximum of 105
degrees Centigrade rise above ambient.
i. Provisions for grounding the neutral.
j. Positive ground between generator frame and base through
mounting pads, between generator and engine, and between
generator frame and extemal control cabinet.
k. Generator power connections located in enclosure that is readily
accessible for inspection. National Electrical Manufacturers'
Association standard telephone influence factor (TIF) 0.50 or
Iess.
l. Waveform deviation factor less than 10 percent line-to-line
m. Full static-type voltage regulator
n. Voltage adjusting rheostat shall provide 5 percent voltage
adjustment.
o. Static voltage build-up
p. Voltage silicon
q. Rectifier type voitage regulator with silicon diode control
3 Suppressors
a. Provide radio suppressions for both generator and exciter.
1. Manufacturers: Detroit Diesel, Allison Division of General Motors
Corporation, Caterpillar Tractor Company, Cummins Engine Co., or
Onan.
A. Vibration Isolation
1. Support the eiectric-set base on vibration isolators. Flexible connections
shall be incorporated in ail pipes and ducts connected to the generator
set.
Electrical Service Svstem 16040-10 Golden Peak Base Facilitv
2. Vibration Isolators - Spring Type
a. Number of Isolators: Sufficient number so that floor bearing
press're under each isolator is within floor loading permitted and
load per isoiator is not more than 75 percent of isolator load
rating.
b. Attachment: Isolators bolted to housekeeping pad, electric_set
base bolted to isolators.
c. Adjustments: Isolators adjustable for leveling and load
distribution.
' d. Vibration Isolation Efficiency: Not less than 9g percent.
e. Sound Insulation: Sound-insulating type or have sourd
insulation pad between isolator and housekeeping pad.
f. Isolator Location: Equal number on each side of base, spaced for
approximately equal load distribution per isolator. Drill
electric-set base for isolator bolts.
g. Ship isolators ioose with electric set.
3. Flexible Connections
a. Provide flexible cormections between the electric set and exterior
systems (such as fuel lines, cooling water iines, electrical
connections, and exhaust duct).
B. Engine Cooling and Heating
i. Cooling
a. Cool the enginejacket by an integrai mounted radiator ofa type
and capacity recommended by the engine manufacturer equal to
Perfex. Provide radiator of the vertical type with electric motor
pusher fan. Provide system capable ofcooling the unit at full
load and 100 degrees Fahrenheit ambient temperature.
2. Heating
Electrical Service System r6040-11 Golden Peak Base Facility
,.:,!rt t.9kt,;.,,. 4i1i#Jtht.-\.11?.:t;.4i9:4iJ2rfd;i5tt&,6ttu.tt,l?3ea*,tt!
a. Provide a thermostatically controlled immersion type heater to
insure a minimum coolant temperature of 90 degrees Fahrenheit
in a room ambient of 32 degrees Fahrenheit. The heater is to be
suitable for operation with 120/208 volts single-phase altemative
current emergency power. provide matching disconnect switch.
b. Provide battery heaters.
C. Starting System (Automatic)
l. Cranking System
a. Heavy-duty, long-life (6000 hours) direct-current cranking motor
or motors rated at 24 volts.
b. Engagement Mechanism
Chambered ring gear and pinion
Self-lubricated pinion
Electromechanical engagement
c. Enclosed motor and pinion engagement linkage
d. Solenoid relay having contacts capabie of calrying the maximum
pinion-engagement solenoid current included in starting circuit
included in starting circuit between start contacts and the
pinion-engagement soienoid.
' e. Automatic cranking disconnect switch to disconnect battery
charger during cranking.
f. Battery charger shall be an intemal part of the transfer switch.
2. Batteries
a. Provide lead acid batteries capable of cranking the set a minimum
offour (4) times for 60 seconds each at firing speed and a room
temperature of 32 degrees Fahrenheit. provide a matching rack
and cables of sufficient ampacities. Manufacturer: Nife, Inc.
3. Provide the equipment, devices, and material necessary to achieve
automatic starting, power switching, shutdown, and restore to normal
Electrical Service System 16040-12 Golden peak Base Facility
'o
standby condition; indicating lamp labeled "overcrank cutout,, mountedin autoskrt control panel.
In addition to the automatic starting function, the autostart control
shall provide for automatic test, manue I start, and starting circuit
"OFF" to prevent starting during maintenance. As depicied the
automatic test function shall permit the system to be tested
manually, causing the autostart control to react as if a power
outage has occurred, starting the engine and transferrins the
active load to the electric set.
Starting Performance
a. The electric set shall be capabre of assuming the active road in l0
seconds after a starting signal is applied to cranking motor.
b. Measure starting performance time specification &om the time
that the power failure evaluation relay has timed out.
+.
D.Control Cabinet
I
J.
2.
cabinet: National Electrical Manufachuers' Association enclosure: fullv
enclosed and louvered with lockable hinged door; entire unit
freestanding.
Fused Main Switch
A.?.
Line connected
b. Switch size and fuse size as indicated on the Drawings.
c. Comply with specifications for main switches in switchboards.
d. Manually operated switching with padlocking provisions.
Neutrai Ground Provision: Ground terminals to be provided inside
cabinet.
Instruments
voltmeter connected through selector switch to read line-to-line
voltage, l-2,2-3,3-1. Label selector switch to indicate meter
Electrical Service System 16040- 13 Golden Peak Base Faciliw
t
connection at each position (i.e., I _2, Z_3, 3_l). Red line at 4g0
volts..
b. Ammeter connected through phase selector switch to three (3)
individual currenttransformers to read phases one, fwo, and
three. Label selector switch to indicate meter connection to
phases.
c. Frequency meter (dial rype).
d. Ammeter, voltrneter, and frequency meter shall provide 2 percent
of full-scale accuftlcy.
e. Running time meter (electric or mechanical).
f. Voltage adjusting rheostat. Locate on face of control cabinet and
label "Voltage Adjustment,', with arrow labeled "Raise" and
"Lower".
g. Locate engine speed adjuster on face ofcontrol cabinet or on face
of control cabinet subbase and label "Engine Speed Control" with
arrow labeled "Raise,' or ',Lower".
h. Oil pressure gauge in face ofcontrol cabinet or in face ofcontrol
cabinet subbase.
i. Water temperature gauge adjacent to oil pressure gauge.
j. Provide a l00-gallon supply skid mounted double wall fuel tank
to provide an immediate fuel supply to the engine fuel pump
upon engine startup. Equip tank with an automatic float with a
low-level contact (neariy empty) for remote alarm indication.
Supply tank shall be UL listed for its intended use and installed
accordingly.
E. AutomaticElectric-SetProtection
l. Protection System: Provide power for sensors, trips, indicator lights, and
alarm by engine cranking batteries. Provide fault sensors to cause
emergency engine shutdown when any of the following faults occur:
a. High water temperature sensor set to trip at 205 plus or minus 3
degrees Fahrenheit, 96 plus or minus 2 degrees Centigrade.
Electrical Service System 16040-14 Golden peak Base Faciliw
o,
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b. Approach to high water temperature sensor set to prealarm at 190
degrees Fahrenheit.
c. Low water temperature sensor set to trip at g0 degrees
Fahrenheit.
d. Overspeed sensor set to trip at 2050 revolutions per minute.
e. Low lube oil pressure sensor set to trip at the engine
manufactwer,s recommendation for lowest permissible oil
pressure.
f. Overcrank sensor set to trip after four (4) 60-second attempts to
start.
C. Generator main circuit breaker rripped.
2. Provide easy-to-read meter scales. Meters and switches to be Iabeled to
indicate firnction.
a. Must be neat attractive, easy to read, and permanent.
b. Lettering to be applied to panel face or to instrument or to
permanently affixed plate.
c. Lettering to be applied by engraving, etching or other technique
that will not rub off or wear off.
d. Fault indicators as specified elsewhere.
F. Room Air Ventilation (For Self-Contained Housing)
1. Provide normally open contacts to operate the relay of the room air
supply inlet louvers when the engine reaches self-sustaining firing speed.
2. Wire the contacts to a terminal board in the control cabinet. label
terminals ILR-l and ILR-2.
G. Engine Exhaust System: Provide the electric-set supplied with exhaust manifold
guard, exhaust silencer, flexible sections, exhaust piping, adapters, and
connecting parts. Exhaust system from the load side ofsilencer is by
mechanical contractor.
,t
Electrical Service System 16040- l5 Golden Peak Base Facilitv
l.Silencer
Super critical silencing type as manufactured by Morim.
Bottom inlet and outlet horizontal type, drain cock at lowest
point, one (l) accessible cleanout port. Finished in
rust-preventive primer, heat-resistant painted, and completely
insulated.
2.Flexible Exhaust Pipe Section
One (1) flexible section connected between the exhaust pipe and
the engine exhaust manifold.
Stainless steel
Smoke tight
Provide flex section(s) to permit relative motion of engine and
exhaust pipe up to I inch (2.5 centimeters) in any direction
without strain on engine manifold or exhaust piping.
Adapters and connecting parts
a. Adapter required to connect silencer inlet to exhaust pipe.
b. Adapter required to connect silencer outlet to exhaust pipe.
c. Adapter required to connect flexible section to engine exhaust
manifold outlet flange.
d. Adapter required to connect flexible section to exhaust pipe.
e. Bolts, nuts, lockwashers, and gaskets required to adapters.
Manifold Guard
Provide metal guard to prevent personnel from contacting the
engine exhaust manifold if manifolds are not water cooled.
Rigid construction of open mesh or expanded metal.
a.
b.
b.
c.
d.
).
4.
b.
Electrical Service System 16040- 15 Golden Peak Base Facilitv
5. Insulation: Insulate exhaust piping and silencer with lg00 degrees. Fahrenheit type insulation.
H. Fuel System
1. Engine Fuel System
a. Provide fuel line sections and adaoters.
b. Flexible fuel inlet line
. c. Flexible fuel return line
' d. Adapters for:
Flexible line to engine fuel inlet
Flexible line to engine fuel return
Flexible line to fuel supply inlet
Flexible line to engine fuel retum
e. I00-gallon supply tank
f. Provide fuel and tank heaters as required to suit abient conditions
in unheated space under winter conditions.
I. Fault Indicators
l. Provide the following fault indicators:
a. Approach to high water temperature
b. High water temperature
c. Low water temperature
d. Low oil pressure
e. High oil temperature
f. Overspeed
g. Overcrank
Electrical Service System 16040-17 Golden Peak Base Facilitv
h. Main circuit breaker open
i. High and low battery charge
j. Low fuet oil
2. Provide audible alarm (horn or bell) to sound continuously when any
fault sensor trips and the bypass switch is inactive.
3. Mount indicators and alarms in the control panel. provide for manual
reset.
4. Temrinate engine protection and annunciation wiring at a terminal strip
or block that provides for inter-connecting the enginl protection system
to the autostart panel aad remote annunciator.
a. Terminal strip enclosed in junction box
b. Accessible location on electric set
c. Terminals labeled to match conesponding terminal strips in
autostart contol cabinet
J. Engine Labeling
I . Provide a plate permanently affixed to rocker arm cover. List the
followi ng i nformation:
Engine serial number
Engine model number
Optional equipment parts type number
a. Apply lettering by etching or other per.manent technique.
b' The electric-set supplier and engine manufacturer are to retain a
permanent record of the data contained on this olate.
2. Lube Oil Decals
a. Provide decal located on lube filler to read "Oil Filler,'.
b. Provide decal located at lube oil dipstick tube to read "Oil Level
Dipstick".
Electrical Service System 16040-18 Golden peak Base Facilitv
\ ..\!,. t r,.. 1ri|tat.i,,, /.4rat/,i?2,r;,.^n^., 4.erxx)alricaa.ttoo.
-
K.Electric-Set Finish
1. Factorypruy puint components of the emergency system (e.g., generator
and base control panel, charger, battery rack, etc.) in a color as sllectea
over a suitable primer.
Remote Status Panels
l.
L.
b.
h.
).
Electrical Service System
2.
Provide i4 slain telephone room with auxillary set of dry contacts for
interface to owner supplied and connected remote alarm, including all
necessary conduit and wiring for same. provide the following alarm
indicators per NFPA No. 76 and as specified herein. When achrated,
these alarcrs shall sound audible alarms and indicate, by means of
individual lights at annunciator panels, which particular malfunction is
initiating the alarm. Provide 3/16 inch high (minimum) labeling to
identify the alarm. Provide abuzzer and an annunciator panel as
indicated on Drawings. Provide hom signal at set location.
Provide silencing (ovenide) switch to silence alarm. override switch
shall have flashing pilot lamp labeled "override" to indicate that alarm is
silenced. Provide power for alarm system from generator battery system.
Alarm annunciators shall indicate the following malfunctions:
a. High water temperature
d.
Low water temperature
Approach to high water temperature
Low oil pressure
High oil pressue
Overspeed
Cranking faiiure (after 60 seconds)
Generator output failure
High and low battery alarm
Transfer switch position lights for two (2) transfer switched (red
and green)
g.
16040-19 Golden Peak Base Facilitv
I. SequenceofOperation:
Electrical Service System 16040-20
,ir:r.t :h d\i! t)lir.<!i.ioroqr.i.r<&r<ii:ltrsJ.,.<..a,a,,l*n).o
k.Ground fault indicator with pushbutton and pilot light to trip
main switch
Pilot light denoting engine selector switch in ,'OFF" position
(Fire Control Center onlv)
2.3
m. Start/stop switch (Fire Control Centers only)
n. Test switch (Fire Control Center only)
AUTOMATIC TRANSFER SWITCI{ES
Provide automatic transfer switches as indicated, complete with the necessary
potential relays for sensing each phase of the commercial power voltage, control
relays, time delays, contact to initiate engine starting, and voltage frequency
relay for sensing the generator voltage.
The transfer switches shall be rated for 60 herta 3 phase, 3 or 4 wire normal and
emergency sources. They shall have full 600 volt insulation on all main conurcrs
and cunent carrying parts.
The current rating shall be a24 hour continuous rating, with the switch enclosed
in a non-ventilated enclosure. The switch shall be unaffected by accumulatrve
operations and shall conform to NEMA temperafure rise standards.
The current rating shall be suitable for all classes ofloads; i.e., resistance.
tungsten, ballast and inductive loads.
The switch shall be capable of meeting the latest UL standards.
The thermal capacity of the main contacts shall not be less than 20 times the
continuous duty rating for 60 cycles.
Indicated transfer switches shall revert to normal source position upon a signai
from buiiding automation indicating that the system crossover tie circuit breaker
is closed. This operation will override normal/emergency soruce transfer
sequences.
H. The automatic transfer switches shall be capable of withstanding available short
circuit currents without contact damage or opening.
A.
B.
C.
D.
E.
L
G.
Golden Peak Base Facilitv
l.
1.
I
when the voltage on any phase of the normal source is reduced to 700/o
of rated voltage for one second, a pilot contact on the transfer switch
shall close and initiate starting ofthe standby generator.
When the standby plant is delivering not less than 90% of rated voltage
and frequency, the load shall be transferred to the emergency source after
a time delay of 0 to 60 seconds (adjustable).
When the normal and emergency source are energized uansfer from
normal to emergency source shall occur after the sources are
synchronized.
when the normal source has been restored to not less than 90% of rated
voltage on all phases, the load shall be retransferred to the normal source
after a time delay of 5 to 25 minutes (adjustable). The retansfer to the
normal source shall occru after the sources are synchronized. After
retransfer to the normal soruce, the standby plant shall run for 15 minutes
unloaded and shall then automatically shut down and be ready to start
upon the next failure of the normal source. Shut down time delay shall
be adjustable from I to 30 minutes. Timer shall be provided in
emergency control panel.
5. If the standby plant should fail at any time while carrying the load,
retransfer ofload to the normal source shall be synchronized upon
restoration of the normal source on all phases without intentional delay.
Construction and Performance
2.
3.
.+-
2.
i't-
Each automatic transfer switch shall be a double throw switch, operated
by a single operating mechanism, momentariiy energized.
The normal emergency contacts shall be inherentry mechanically locked
by the operating linkage when in the open or ciosed position. Failure of
any coil or disarrangement of any part shall not permit a neutral position.
All parts of the mechanical driving system and mechanical interlocks
shall be electrically dead. Molded plastic parts shall not be used as part
of the operating linkage between the electrical operator and the main
operating shaft of the switch.
All main bearings shail be of the radial bail bearing fype.
Electrical Service System 16040-21 Golden Peak Base Facility
'n
5' Sensing and contror relays shall be continuous-duty industriar type with. wiping contacts rated l0 a.mperes minimum.
6. Each main contact shalr be silver surfaced and protected by a separate
renewable arcing contact.
7' switches rated 150 a.mperes or more shall be equipped with arc barriers
and arc suppression on each pole.
8. All current carrying contacts and parts shall be readily accessible from
the front for maintenance and inspection as individual units.
Replacement of any said part shall not require removal of the switch
panel from the enclosure, or discormecting the operating linkage or
power conductors.
9. The switch shall be mounted in NEMA 12 enclosure suitable for wall or
floor mounting or switchboard mounted as per one line diagram.
K. Accessories:
l. Test switch to be mounted on cabinet or switch panel.
2. Auxiliary contact to close when normal power fails (pilot contact to
initiate starting controls on engine).
3. Mounted pilot light for indicating switch in normal position (includes
fuses and auxiliary contact).
4. Mounted pilot light for indicating switch in emergency position (includes
fuses and auxiliary contact).
5. Two (2) auxiliary contacts on main shaft (closed on normal).
6. Two (2) auxiliary contacts on main shaft (closed on emergency).
7. In-phase monitors for transfer from normal to emergency and from
emergency to normal.
8. Integral battery charger.
L. Manufacturers: Automatic Switch Company, Russell or ONAN.
Electrical Service System r6040-22 Golden Peak Base Facility
,.\ | ,:,. ,' r?, ..\ ' \.* rit / ,,:irCd.t&rrttr.lrj,
PART 3 - EXECUTION
J- t SECONDARY ELECTRICAL SERVICE
A. The secondary electrical service will be r20/20g volts,3 phase,4 wire, be
connected.
3.2 GROI.INDING
A.
B.
C.
\J.
D.
Ground service equipment, conduit systems, supports, cabinets, transformers,
poles, fixtures, etc., and the grounding circuit c;;ductors.
Provide bonding jumpersand wire, grounding bushings, clamps, etc., as required
for complete grounding. Route ground conductors to provide the shortest and
most direct path to the ground electrode system. provide ground cormections
with clean contact surfaces, tinned and sweated while bolted. Install ground
conductors in conduit. Make readily accessible connections to the unlerground
in the viciniry of the switchgear. Make connections to the water pipe witi
"series 3900" (Thomas & Betts) ground clamp, grounding the conduit enclosing
as well as the conductor. Bond cold water pipe system to separate grounding
electrode.
Provide a sep€Irate grounding conductor, securely grounded on each end of
sections of plastic, fiber, asbestos cement or flexible raceways. Route inside
raceway.
Provide grounding type bushings for feeder conduits which originate from the
service switchboards and individually bond this raceway to the ground bus in the
main switchboards.
connect the neutral bus in the main service switchboards to the ground bus by
means of removable link.
Provide grounding conductor for dry-type transformer secondaries to nearest
cold water pipe.
Provide grounding ofconduits entering motor control centers and panelboards as
specified elsewhere.
E.
F.
H. Provide ground conductors in alr feeders and branch circuits.
3.3 STANDBY ELECTRICAL SYSTEM
Electrical Service System 16040-23 Golden Peak Base Facilitv
B.
J*"
The standby electrical generating system consists ofa standby diesel-powered
generator set and automatic transfer switches that will automatically signal the
generator to start and energize the selected load should the normal service to the
hansfer switches fail.
A housekeeping pad or pedestal foundation 6 inches high and extending 6 inches
from all sides of the emergency generator set will be provided by Geneial
Contractor.
Isolate the generator at the base by means of a combination spring and neoprene
pad assembly.
Provide wire lugs and./or cable required in rendering this emergency standby
power operable.
Provide wiring between auiliary contacts and building automation system, fue
command panel and elevator conholler as required by codes.
Provide complete testing of the system on site with load back at 100% load as
recommended by the generator supplier. Provide certified test reports to the
engineer and General Contractor for record purposes.
C.
D.
E.
F.
END OF SECTION 16040
Electrical Service Svstem t6040-24 Golden Peak Base Facilitv
SECTION 16050
ELECTRICAL DISTRIBUTION SYSTEM
PART 1 - GENERAL
I.I DESCRIPTION
A. General: Provide electrical distribution system in accordance with the Contract
Documents.
B. Related Work Specified Elsewhere
l. Finish painting
2. Equipment supports
1.2 STANDARDS
A. Except as modified by governing codes and by the Contract Documents, comply
with the applicable provisions and recommendations of the National Electrical
Manufacturer's Association.
l. Panelboards: Compiy with Underwriters'Laboratories standard UL 489.
Federal Standard W-C-375a, Amendment Number 4. and National
Electrical Manufacturers' Association standard AB- I - I 969.
2. Transformers: Comply with Underwriters' Laboratories standard UL
746, American National Standards Institute C 5'1 .12.00-1968, and
Nationai Electrical Manufacturers' Association Standard 3T20-1972.
I.3 SUBMITTALS
A. Shop Drawings: Submit shop drawings and manufacturers' data tbr the
following items:
L Panelboards
a. On lighting panei show main devices and lug sizes; branch circuit
device sizes and arrangement; bus ampacities; dimensions and
construction; gutter dimensions; nameplate and legend; protective
Electrical Distribution System 16050- I Golden Peak Base FaciiiW
I
coating; and all pertinent details ofpanel, enclosure, cover, and
metlod of securing cover and lock.
2. Dry type transformers
PART 2 . PRODUCTS
2.T LIGFITING PANELS
A. Provide lighting panels consisting of an assembly of branch circuit switching
and protective devices mounted inside a dead front enclosure. Provide the
number and size of these branch circuit devices as indicated on the Drawinss.
. l. Main circuit breakers
2. Split buses
3. Subfeed switches
4. Feed through lugs
B. Panelboard Interior
1. Rigid removable assembly of aluminum or copper bus bars and
interchangeable bolted branch circuit devices.
2. Bus bars drilled to permit branch circuit devices of all sizes and number
ofpoles to be interchangeable and instailed in any spare space of
sufficient size, without disnubing adjacent units; without removing main
bus or branch circuit connectors; and without machining, drilling, or
tapping.
3. Arrange bus in sequence or distributed phasing so that multipole circuit
breaker can replace any group of single circuit breakers of the same size.
4. Provide ground bus in each lighting and appliance branch circuit
panelboard.
C. Enclosure
i. Code gauge steel box galvanized.
2. Provide a bolt-on connector to inside box.
Golden Peak Base FacilityElectrical Distribution System 16050-2
3. Flush mounted in finished areas and where indicated. Surface mount
elsewhere.
D. Front
' 1. Heavy code gauge steel as required to maintain panel face flat.
2. Provide door in door construction.
3 Locate main lugs properly at top or bottom, depending on where main
feeder enters.
E. Circuit Breaker Branch Circuit Devices
l. Plastic molded case. Completely sealed enclosure. Toggle type
operating handle. Trip ampere rating and ON/OFF indication clearly
visible.
2. Thermal-magnetictrip-free,tip-indicating,quick-make,quick-break,
with inverse time delay characteristics. Single-handle and common
ripping multipole breakers.
3. Silver alloy contacts with auxiliary arc-quenching devices.
4. Bolt-in place to main bus.
5. Bolted type terminals Underwriters' Laboratories listed for either
aluminum or copper cables.
6. Minimum Frame
a. For 120/208 volt lighting panels: quick lag.
b. For2771480 volt lighting panels: GFIB.
c. For power panels and mains: EHB & E.
d. For LTG circuits that are controlled at panel, provide devices
rated for switching purposes.
7. Locate next to each breaker or space unit an individual number button.
Where multiple sections panelboards occur, no fwo sections to have like
numbers.
Electrical Dislibution System 16050-3 Golden Peak Base Facility
F. Electrical Ratings
1. Unless otherwise noted on the Drawinss:
a. Lighting Panels: 1201208 volt, 3 phase wire, full neutral 10,000
AIC minimum PRL-I Cutler Hammer/Westinshouse
b. Lighting panels: 2771480 volt, 3 phase wire, fi.rll neutral 14,000
AIC minimum PRL-2 Cutler Hammer/Westinshouse
c. Load center type panels for residential units.
2. The above ratings to be increased as required to exceed available
. short-circuit currents.
G. Provide main breakers in panels served from transformers, in sections of
multi-section panels when two (2) or more panels are served by a common
conductor or overcurrent devices.
PART 3 . E)GCUTION
3.I PANELBOARDS
A. Installation
i. Mount panel 4 feet to panel center but with maximum height of 6 feet 6
inches to handle of topmost switching device.
2. Mount surface tvpe panels 1/4 inch offwall.
3. Connect feed-through panels to main feeder by insulated parallel gutter
taps (O.2. Electrical Manufacturing Company - Type PT or PTC). Full
size tap for two panels on a common feeder, half the main cable capaciry
for three or more panels per feeder.
4. Neatly arrange branch circuit wires and tie together in each gutter with
waxed twine or Thomas & Betts nylon "Ty-Raps", or approved equal at
minimum intervais.
5. Plue all knockouts removed and not utiiized.
Electrical Distribution System 16050-4 Golden Peak Base Faciliw
I
B. Indexing and Identification
l. After installations are complete, provide and mount under sturdy
Eansparent shield in the directory frame ofeach panel door, a nea!
accurate and carefully typed directory properly identiffing the lighting,' receptacles, outlets, and equipment each branch circuit breaker controls.
2. Include on directory the panel identification, the cable and conduit size
ofpanel feeder, and the feeder origination point.
END OF SECTION 16050
Electrical Distribution System 16050-5 Golden Peak Base Faciliw
rl
SECTION 16060
LIGHTING FIXTURES
PART I - GENERAL
I.1 DESCRIPTION
A. General: Provide lighting fixtures in accordance with the Conhact Documents.
B. Related Work Specified Elsewhere
. 1. Raceway system
2. Wire and cable
3. Local wall switches
4. Equipment supports
C. Shop Drawings: Submit shop drawings and manufacturers'data for the
following items in accordance with the Conditions of the Contract.
1. Lighting Fixtures
a. Soecial fixtures shall show full-size cross sections. Indicate
finished dimensions, metal thicknesses, and materials- Identify
ballast type and manufacturer:
b. Show mounting details, including hung ceiling construction.
c. Provide earthquake clips or all lay-in type fixtures.
d. Tie to structure as per codes on all types oflighting fixtures.
1.2 GUARANTEE
A. General: Guarantee ballast for one full year and one year Prorated as per
standard manufacturer's warranty against defects for a period of 2 years.
Guarantee to include replacing defective ballast with new ballast.
PART 2 - PRODUCTS
Lighting Fixtures r 6060- I Golden Peak Base Facility
2.1 MATEzuALS
C.
F.
B.
Plastic Lenses and Diffusers: Virgin methyl methacrylate unless otherwise
permitted. Destaticize after cleaning. Install and leave with no finger or dirt
marks on the lens or diffi-rser. Use white gloves if necessary.
Parabolic Fixture Care: Parabolic fixtures to be installed with mylar cover over
louvers. Upon completion of work, remove mylar cover with white gioves and
blow clean reflectors.
Finish: Porcelain or baked enamel finish matte white on interior with minimum
tested reflectance of 90 percent matte white finish or as specified in visible
exterior. Thoroughly clean base metal and bonderize after fabrication.
Sockets: Incandescent larnp sockets - porcelainhousings over copper screw
shells, with medium base sockets rated at 660 watts. Insulating joint in pull
chains. Fluorescent fixture sockets -- white, heat resistant plastic rated 660
watts. Fluorescent industrial sockets - heavy-duty, multi-socket, metal-clad,
spring-loaded. Individual tombstone socket for each lamp end.
Fixture Wiring: Minimum individual fixtue wiring -- nurnber 16 gauge with
insulation with rated operating temperature of 105 degrees Centigrade or higher,
i.e., asbestos-covered circuit wires rururing in fluorescent fixrure channels as
raceway; type RHH, AVA,or AVB. Terminate wiring for recessed fixtures,
except fluorescent units, in an extemal spiice box.
Ballasts
l.Trigger start for 24-inch lamps and rapid start for 36-inch and 48-inch,
unless otherwise noted. Two lamp ballasts wherever possible; no 3-lamp
ballasts allowed. High-power factor (over 90 percent). Electrical
Testing Laboratories: Certifi ed Ballast Manufacturer's Certification,
ballast case temperatwe not to exceed 90 degrees Centigrade during
normal operation in 30 degrees Centigrade ambient temperature. Ballast
voltage: 120 or 208 volts, as required by circuiting. Ballast shall be
provided with the best sound rating available.
Ballast Thermal Protection: Built-in self-resetting thermal acruated
device will remove ballast from line when excessive ballast temperature
is reached. Underwriter Class P. CBM Cenihed. I00% outDut.
D.
E.
2.
Lighting Fixtures 16060-2 Golden Peak Base Facility
3. High-intensity discharge ballasts shall be constant wattage auto
transforme r Wpe.
4. Approved Ballast Manufacturers: Advance, Mark III or Universal SLH
Series. Provide cold weather ballasts as required. All ballasts to 100%
light output. Elecnonic ballasts to be Magnetek (as defined in fixture
schedule).
G. Lamps
l. Provide a comolete set of new lamos in each fixture.
Fluorescent lamps: Warm white, I % inch diameter or T8 3500K as
specified.
Incandescent lamps: Inside frosted
Metal Halide Lamps: Super high output
HPS - Color stalicized
2. Approved Lamp Manufacturers: General Electric, Phillips or Sylvania.
2.2 FABzuCATION
A. Provide fixtures, completely factory-assembled and wired and equipped with
necessary sockets, bailasts, wiring, shielding, ret'lectors, channels, lenses. etc..
and deliver to iob readv for installation.
2.3 FIXTURE QUAUTY AND DESCRIPTION
A. Acceptable manufacturers are listed on the Lighting Fixture Schedule shown on
the Drawines.
B. Manufacture fixtures to the specifications described herein. Manufacturers'
catalogue numbers are given to further describe the general appearance ofthe
frxture.
PART 3 - DGCUTION
3.1 INSTALLATION
Lighting Fixtures 16060-3 Golden Peak Base Facility
tt
A. Installation in Hung Ceilings: Architect's and/or interior designers reflected
ceiling plans show actual location. Spaces for fixture insertion will be provided
by the trade that installs the ceiling. Fumish plaster and other frames for setting
and installing under another section ofthese specifications.
B. Install fixnres in mechanical areas after ductwork and piping installation.
Locate fixhues 8 feet 6 inches above floor. or at suitable locations within soace
on walls.
END OF SECTION 16060
Lighting Fixtures 16060-4 Golden Peak Base Faciliw
It
SECTION I6070
ELECTRICAL POWER EQUIPMENT
PART 1 . GENERAL
I.I DESCzuPTION
A. General: Provide electrical power equipment in accordance with the Contract
Documents.
B. Related Work Specified Elsewhere:
I . Setting of motors
2. Elevators
3. Refrigeration
4. Concrete work
1.2 STANDARDS
Except as modifred by governing codes and the contract documents, comply with the
applicable provisions and recommendations of the following:
A. Motor Control Centers: Compiy with Underwriters' Laboratories standards
UL-845 and National Electrical Manufacturers' Association standard
lc52-322-1970.
B. Motor Controllers: Comply with Underwriters'Laboratories standard UL-508,
and Nationai Electrical Manufacturers' Associatio n standard I C S - I 9 70.
C. Disconnect Switches: Comply with National Electrical Manufacturers' Standard
KS-1-1957 and Federal Standards W-S-865C.
I.3 SUBMITTALS
A. Shop Drawings: Submit shop drawings and manufacturers' data for the
followine items in accordance with the conditions of the contract.
Electrical Power Equipment 16070-l Golden Peak Base Facility
l. Motor Control Centers: Include elementary contol diagrams, unit wiring
diagram for each motor contoller, assembly outline drawings, suminary
sheets, shop interwiring diagrams, field connection diagrams, and
nameplates with legends.
a. Where a contol center assembly is shipped in more than one
section, show field interwiring required to maintain circuit
continuity upon reassembly. Clearly delineate shipping sections.
b. lnclude a statement verifying coordination with the automatic
temperatue controls and the fire alarm system.
2. All motor controllers
3. All disconnect switches
PART 2 - PRODUCTS
2.1 MOTOR CONTROL CENTERS
A. Provide motor control centers, completely factory-assembled and tested,
metal-enclosed, free-standing, dead-front equipment, with the following general
ratings and consrruction designations.
l. Voltage: 480 volts as indicated. 3-phase, i-wire to hertz. except as
otherwise noted.
2. Minimum bus short circuit rating: 65,000 amperes, Root Mean Square
Symmetrical.
3. Motor Controllers: Combination magnetic type with MCP circuit
breaker.
4. Feeder Access: From the top for main feeders and circuit breakers.
5. Wiring: Type B, Class I, as defined by Nationai Electrical
Manufacturers' Association Standards.
B. Provide number of vertical sections and general arrangement of modular control
units as outlined and as required. Provide fused disconnect switches or
miscellaneous equipment. Each vertical section to contain no more than 6
modular units, unless otherwise indicated.
Electrical Power Equipment r6070-2 Golden Peak Base Faciliw
C.Provide motor control centers to consist of detachable vertical sections, each a
reinforced, shaped, rigid, free-standing stnrcture, with cover plate of steel or
aluminum. Provide each standard section capable of mounting interchangeably
with various motor confroller units and designed so that control units may be
readily removed or added as required. Mount entire assembly on two (2) sturdy
structural steel channels, drilled for bolting to floor. Provide each section 90
inches overall height by 20 inches wide by 20 inches deep.
l.Horizontal sections of entire assembly to contain the main horizontal bus
feeding the busses of the vertical sections. Provide removabie plates for
access to main bus. Provide sections above or below control units
constituting a continuous wiring trough with screw-on covers along the
entire length ofthe contol center.
Provide each vertical section to be dead-front National Electrical
Manufacturers' Association lA construction. Provide vertical bus
full-length and isolated from starter compartments by a full-height fiber
barrier, provided with opening so designed that control units ofany
standard size can be removed or added as required. Provide a 4-inch,
minimum width, full-length vertical wiring trough with cable supports on
one side of each section. Provide easily removable isolating metal
barriers between control units.
Provide a separate, formed, healy sheet steel door for each control unit.
Doors secured to the vertical section frame by screw-fastened, concealed
hinges and bolted door fasteners, capable ofbeing tightened by hand or
screwdriver. Doors to be gasketed dust-tight all around, including
disconnect operating handles and knockouts and opening for required
pushbuttons, selector switches and indicating lights. Do not attach
wiring to door.
Provide disconnect handle mounted on door of each control unit to
operate switch through adjustable linkage with clearly marked "On" and
"Off' designations. Handle designed for padlocking either in "On" or
"Off' position with I to 3 padiocks. Provide mechanical interlock to
prevent opening of door when handle is in the "On" position. Interlock
to be bypassable with special tool.
Mount controi center nameplate with l-inch minimum height capital
letters at the top of each motor control center. Mount on the door of each
control unit a nameplate with 3/16 inch minimum height capital letters.
Nameplates to be securely screwed to switch enclosure and provided
with white incised letters on black and white laminated bakelite.
2.
J.
A
).
Electrical Power Equipment 16070-3 Golden Peak Base Facility
Designations to include unit number and a functional description (i.e.,
AC-8, first floor supply) as approved by the Engineer.
D. Horizontal bus sized as indicated, but not less than 600 amperes. provide bus
supports of high quality insulators with high dielectric strength, low moisture
absorption and high impact strength, so arranged and secured to bus as to
provide the required short-circuit bracing.
l. Provide a ground of33 percent ofphase bus capacity throughout the
length of the control center with grounding lugs for equipment
grounding.
E. Provide each vertical section with a number of motor controllers, fused switches,
. or miscellaneous equipment units. Provide each unit with components and
wiring readily accessible for each of maintenance, and connected to the vertical
bus by means of self-aligning connectors having free-floating spring
construction so as to insrue a positive silver-to-silver contact with both sides of
the bus at all times. Provide stationary strucnue and unit supports designed to
support and align the units during removal or repiacement and for locking in the
connect or disconnect positions. Provide units of modular heights and
interchangeable with other units of same size or multiple of this size.
1. Provide each modular unit capable ofbeing secured and padlocked from
the power bus, to facilitate inspection and maintenance.
F. Provide motor controller unit of the combination type with fused switches and
magnetic starter, complete with auxiliary equipment. including selector
switches, pushbuttons, indicating lights, auxiliary relays, auxiliary contacts, and
all other devices required for satisfactory operation ofthe equipment to be
controlled.
1. Starter short-circuit cunent-intemrpting rating to be not less than 48,000
symmetrical at 480 voits.
2. Provide standard magnetic type starter with 3 properly sized overload
heaters for 3-phase motors, manuai rest overload pushbutton, and a
minimum of 2 auxiliary contacts arranged in the normally open position,
but capable of held adjustment to the normally open position, but
capable of field adjustment to the normally closed position. Provide
each starter with a long-life green pilot light and a HAND-OFF-
AUTOMATIC selector switch. Provide necessary interlocks and remote
terminals for both local and remote connections indicated for the
electrical or mechanical.
Electrical Power Equipment r6070-4 Golden Peak Base Faciiity
3. Provide starter operating coil with voltage of 120 volts. Provide a
two-winding control circuit transformer for each starter unit of suffrcient
capacity to supply the inrush and continuous voit-amperes required by
the starter coil and other devices in the control circuit 200 VA minimum.
Fumish a 5-amp dual element fuse in each line of the primary circuit of
the control transformer. Required fuse size engraved on fuse block or
adjacent thereto.
Provide contol center with facilities for future field installation of motor
controller units without requiring modification of the bus structures.
Thorougtdy clean interior and exterior of entire assembly, including pullbox,
after fabrication and give it a rust-inhibiting primer coat followed by 2 frnish
coats of medium-light gray air-drying lacquer or baked enamel.
Provide control center completeiy assembled and connected at factory and then
given operating and high potential tests in accordance with American Institute of
Electrical Engineers and National Electrical Manufactruers' Association
Standards. Provide entire assembly suitably reinforced for shipping and
provided with bolted-on lifting irons at the top. Ship control center as a single
assembly unless entry conditions or handling facilities at a point of installation
require division into smaller sections.
2.2 INDIVIDUAL MOTOR CONTROLLERS
C.
Provide suitable fully coordinated starting and controlling equipment for motors
as required. Anange the starting equipment as indicated in other sections of
these specifications.
Consult with each trade affected to determine the exact requirements for each
device. Coordinate with automatic temperature control contractor to establish
required auxiliaries, including relays, contacts, terminals, and the like.
Provide individual starters fully enclosed in neatly finished ventilated boxes of
code gauge steel, machine formed and weided. Provide boxes arranged for
floor, wall. or angle iron frame mounting, including a door with a spring catch
handle with facility to lock handle in open position.
Provide engraved namepiates for each unit, nomenclature of each to be approved
prior to fabrication, similar to that specified under motor control centers.
E. Provide starters for motors less than % horsepower, including smoke dampers. to
be 120 volt. 1 phase, 60 cycle, aitemating curent service with pilot light.
G.
H.
A,
B.
n
Electrical Power Equipment 16070-5 Golden Peak Base FaciliW
,t
Provide manual starters with overload protection and lockout type disconnect
. switch to control such motors, except where interlocks or automatic controls are
required. In such cases, provide magnetic across-the-line starters.
F. Provide starters for motors % horsepower to 100 horsepower to be magnetic
across-the-line, combination type fused discorurect switch. Such starters to be
480 volg 3 phase,60 cycle, altemating current service. Provide each controller
with a set of approved fuseton dual-element fuses.
G. Provide starters for motors over 75 horsepower to be magnetic, combination
reduced-voltage auto transformer with fused disconnect switches. Such starters
to be 480 volt, 3 phase, 60 cycle, altemating cunent service.
H. ' Provide magnetic starters subject to manual start and in direct view of the
motors they control with momentary contact start and stop buttons built into
cover. Provide magnetic starters subject electrical interlock or automatic control
with Hand-OfF-Automatic switches built into cover. Provide selector switches in
staxters to be of the maintain contact type.
I. Provide starters with a pilot light built into cover, except those starters that are
subject to cycling control.
J. Provide starters for service at voltages higher than 120 volt with transformers for
120 volt secondary service built into each starter casing to serve control circuits.
Provide transformers as specified under motor control centers. Provide each
starter subject to electrical interlock and/or automatic control with the necessary
auxiliary contacts. Provide one set of terminals for each control circuit.
K. Provide magnetic staners with thermai overload in each phase leg and
Iow-voltage protection.
L. Provide approved coils, cores, resistance, insulation contacts, trippers, etc., tbr
starters and relavs.
2.3 DISCONNECT SWTCHES
A. Provide each motor with a horsepower rated disconnect switch.
1. Heavy-duty, single-throw knife switch with quick-make, quick-break
mechanism, capable of full load operations. Horsepower rated and
meeting National Electrical Manufacturers' Association and U.S.
Govemment specifications for Class A switches.
Electrical Power Equipment 16070-6 Golden Peak Base Faciiitv
2- Provide with contact arc-quenching devices, such as magnetic blowouts
or snuffling plates. Provide self-aligning switchblades with silver alloy
contact areas and designed so that arcing upon making and breaking does
not occur on the final contact surfaces. Provide with high-pressure,
spring-loaded contact. Mount switch parts on high-grade insulating base.
3. Enclosure: Nationai Electrical Manufachuers' Association I with
multiple knockouts on sides and back, hinged door, and cover interlock
that prevents door opening when switch in "ON" position and can be
positively padlocked in "ON'and "OFF" positions. Utilize NEMA 3R
(raintight) enclosure for exterior installation.
4. Size, fusing, and number of poles as shown or as required by code.
Provide horsepower-rated switch to match motor load if no size is
shown. Use 3-pole plus solid neutral switches unless otherwise noted.
5. Provide narneplates on each disconnect installed denoting equipment
number as indicated.
6. Approved manufacturers: Square D, Westinghouse, Cutler Hammer or
General Electric.
PART ] - EXECUTION
3.I MOTOR POWER AND CONTROL WIRING
--\. lnstall motor controllers and motor control centers where shown.
B. insure that motor rotation is correct and reconnect if necessary.
C. Provide motor feeder to starter and from starter to motor, including connections
and wiring to and from disconnect switch support conduit feeder descending
from ceiling on flanged floor fitting with conduit type fitting connecting to
motor with 24-inch minimum of liquid+ight flexible steel conduit. Make
electrical field connections to motors and packase machinerv with liouid-tisht
flexible conduit.
D. Motor disconnect switches shall be mounted on adjacent wall or from the floor
with unistrut supports. Switches shall not be mounted on fan housings.
E. Provide Type "S" rubber-jacketed cord,600 volts, heavy-duty service. ofsizes
and lengths required for all equipment requiring cord and plug connection.
Electrical Power Equipment 16070-7 Golden Peak Base Facility
MISCELLANEOUS EQUIPMENT CONNECTIONS
C.
Provide wiring and disconnect switches and make up final electrical connections
where required. where equipment in open areas is fed from wiring in the slab,
terminate conduit in a flush coupling at the floor or suitable watertight box with
telephone ell from which point extends a rigid conduit nipple at least g inches
above the floor, and provide flexible conduit connection to the equipment.
Make conduit connection at the floor watertight.
Provide flexible metal conduit or Type "S" rubber cords, pigtails, caps, etc., to
provide an operating system. Provide flexible cords with a grounding
conductor. Ground equipment.
Refer to equipment manufachrer's shop drawiags for details of equipment
condition. Provide receptacle to match the cord, and plug on the equipment
fumished.
D. Provide 120 volt power supply to exterior landscape controliers.
ELEVATOR CONNECTIONS
A. The elevators and associated equipment will be furnished, iastalled, and
connected under a separate division ofthe specification. provide disconnect
switches and extend feeders from the disconnects to the equipment controllers.
Provide emergency power outlets for the control ofeach car fan and car lights in
eievator shaft and in machine room where directed. provide a receptacle.
switch, and light for service at the bottom of each elevator pit. provide
necessary equipment and wiring in conjunction with the elevator operation under
power failwes and under fire conditions.
END OF SECTION 16070
B.
J.J
Electrical Power Equipment r6070-8 Golden Peak Base Faciliw
sEcnoN 16100
FREEZE PROTECTION
PART 1 - GENERAI
I.I DESCRIPTION
A. Provide freeze protection in accordance with the Contract Documents.
1,2 QUALITY ASSURANCE
A. , Heat losses shall be based on maintaining 50 degree water temperatures in pipe
with l' fiberglass insulation when ambient temperature is 0 degrees Fahrenheit
with 25 mph winds. A 20 percent factor shall be included in losses, for voltage
fluctuation.
1.3 SUBMITTALS
A. Shop Drawings: Submit shop drawings and manufacturer's data for the
following items in accordance with the Conditions of the Contract.
1. Layout of the piping svstems with the freeze protection cables indicating
their lengths and showing the locations of the thermostats, connections.
and installation details.
B. The contractor shall submit catalog cuts for approval of the following:
1. Freeze protection cable
2. Thermostats
3. Aluminum tape
4. Grounded connections
5. Decal rype signs
PART 2. PRODUCTS
2.1 HEATING CABLE
Freeze Protection 16100- I Golden Peak Base FaciliW
B.
Heating cable shall be Econotrace Type Fp parailel resistance as manufactured
by Thermon Mfg. Co. or ilr approved equal.
Heating cable shall be non-varying constant watt output variety, FEp Teflon
insulated with double-insulated stranded copper bus wires.
Heating cable shall be rated for 600 volts with a maximum exposed sheath
temperature rating of 400 degrees Fahrenheit. Maximum circuit lengths to be
400 ft.
D. Heating cable shall be continuously fastened to the pipe or vessel with 2 inch
wide aluminum tape similar or equal to Thermon Type No. AL_20.
E. . At a maximum of 12 inches perpendicuiar to tre heating cable, wrap aruminum
tape, heating cable, and pipe with polyester tape.
F. Each heating cable assembly shall be field tagged with the permanent U.L. Iabel
included in the package with the appropriate connector. The tag shall be
securely attached to thejunction box.
THERMOSTATS AND RELAYS
C.
2.2
D.
All heating cables shall be thermostatically controlled as indicated on the
contract Drawings. All thermostat switch enclosures shall be for non-hazardous
classification.
Switches shaii be snap-acting and applied to open on temperature rise and rated
100,000 operating cycles minimum.
Temperature control devices shall be accessibly located to facilitate subsequent
maintenance, but should be sufficiently close to the sensing point to utilize the
standard capillary lengths.
Thermostat capillary shall be installed in a flexible metal conduit (securelv
fastened at both ends) or factory-fabricated flexible armor rubing between the
equipment rack and the pipeline.
Thermostat bulbs shall be instailed against the pipe at least 60 degrees
circumferentially from the heating cabie, strapped firmly to the pipe, and appiy
20 inch AL-20 aluminum tape longitudinally to insure that heat at the process
temperature is properiy transmitted to the bulb.
E.
Freeze Protection i 6100-2 Golden Peak Base Faciliry
i
F. Where thermostats are placed on sub-branches of piping, the thermostat bulb
should be a minimum of 20 pipe diameters or 10 feet (whichever is larger) from
the junction with the main pipe run. If this is physically impossible, the butb
shall be as far from thejunction as possible.
G. Thermostats shall be similar or an approved equal to Thermon adjustable type
Catalog No. E4-35250 with caiibrated dial.
PART 3 . E)GCUTION
3.I INSTALLATION
A. . The entire freeze protection installation shall be in accordance rvith
manufacturer's recommendations for the various comDonents.
B. Heater shall be installed on the top portion of the pipeline approximately 30
degrees circumferentially on either side of the vertical center line.
C. Thermostat sending bulbs shall be placed approximately 60 degrees
circumferentiaily from heating cables and not within three feet of the cold
junction. Capillary shall be run outside of thermal insulation and protected
along its entire length by flexible conduit.
D. Cables should be formed and bent to conform to flanges, valves, and fittings.
E. Cables shall not cross, touch, or overlap at any point, and successive tums must
maintain I inch minimum spacing.
F. Cables shall be carefully located so as to prevent damage coincident with normal
operations and maintenance. Cables shail be installed to permit turning,
repacking or replacing valves.
G. Cable installation shall begin at the coid junction and work toward the hot
junction, allowing extra cable as required. Initial cable lay shali be done with
temporary taping or banding to permit final placement so as to uniformiy
position the cabie on the pipeline.
H. On horizontal pipe runs where cables to thermostat capillaries enter the thermal
insulation, placement shall be 45 degrees below centerline to minimize water
intrusion.
F rceze Protection 16100-3 Golden Peak Base Facilitv
I. The installed heating cable shall be covered with thermal insulation as rapidly as
possible to prevent damage.
J. The following decal type sign shall be prominently hxed to the exterior of the
thermal insulation every 25 feet and readily visible from ground level:
,CAUTION -- ELECTRIC HEAT TRACING"
K. Additional cable shall be provided for valves, fittings, or other pieces of
equipment in the lines to offset concentrated heat iosses as recommended by the
manufacturer.
3.2 FIELD TESTING
A. Before and after the heaters have been completely installed on the lines, but
before pipes are insulated, the following tests shall be made:
I . Check the continuity of the heating cable to be srue the conductors have
not been broken during installation.
2. Test the cable with a 500 volt "Biddle" megger. The cable shail have not
Iess than fifty megohms resistance from conductor to sheath and with no
decline in readins.
3. Measure actuai applied voltage and load current.
B. Repeat the above tests and checks after pipe insulation is applied and installation
is complete.
3.3 FIELD TEST RECORDS
A. For each heating cable, the heater number aad the test results obtained for each
ofthe tests above shall be recorded both before and after installation ofthe
heating cable and application ofthe insulation.
B. A qualified manufacturer's representative shall be required to make a final
inspection before start-up and to provide expert instruction in operation,
maintenance, and adjustment of the equipment to include available reference
manuals pertaining to equipment installed,
3.4 EQUIVALENTMANUFACTURERS
Freeze Protection 16100-4 Golden Peak Base Facilitv
'j'
A. Chemlex Auto-Trace self-limiting cable without a thermostat shall be considered
equal to the above equipment.
END OF SECTION 16100
Freeze Protection I 6 100-5 Golden Peak Base Facilitv
DIVISION I6 - ELECTzuCAL
SECTION 16I20
INTELLIGENT FIRE ALARM SYSTEM
INTELLIGENT REPORTTNG FIRE DETECTION SYSTEM
PART 1.0 - GENERAL
1.1 .DESCRIPTION:
A. This section of the specifications includes the furnishing, installation, and
connection of the microprocessor controlled, intelligent reporting fue alarm
equipment required to form a complete coordinated system ready for operation. It
shall include, but not be limited to, alarm initiating devices, alarm notification
appliances, control panels, auxiliary control devices, annunciators, power supplies,
and wiring as shown on the drawings and specified herein.
B. The f,rre alarm system shail comply with requirements of NFPA Standard No. 72
for protected premises signaling systems except as modified and supplemented by
this specification. The system shall be electrically supervised and monitor the
integdty of all conductors.
C. Accepted Systems: Notifier AM 2020 or Simplex.
D. Systems shaii be supplied and installed as per approvai by fire department.
T.2 SCOPE:
A. A new intelligent reporting, microprocessor controlled fire detection system shall
be installed in accordance with the sDecifications and drawines.
B. Basic Performance:
1. Alarm, trouble and supervisory signals from all intelligent reporting devices
shall be encoded onto an NFPA Style 4 (Class B)signaling line circuit. Class
"A" for water flow and tamper switches.
Low Rise Fire Alarm 16120-l Golden Peak Base Facilitv
2. Indicating appliance circuits shall be wired Style Y (Class B) Class .,A,'
tamper and flow switches.
3. Digitized electonic signals shall employ check digits or multiple polling.
4. A single ground on any system signaling line circuit, initiating device circuit,
or indicating appliance circuit shall not cause system malfunction, loss of
operating power or the ability to report an alarm.
5. Alarm signals arriving at the main FACP shall not be lost following a power
failure (or outage) until the alamr signal is processed and recorded.
C. BASIC SYSTEM FUNCTiONAI OPERATION
When a fue alarm condition is detected and reported by one of the system initiating
devices or appliances, the following fi.rnctions shall immediately occur:
l. The System Alarm LED shall flash.
2. A local piezo-electric signal in the control panel shall sound.
3. The 8O-character LCD display shall indicate all information associated with
the Fire Alarm condition, including the type of alarm point and its location
within the protected premises.
4. Printing and history storage equipment shall log the information associated
each new Fire Alarm Control Panel condition. alons with time and date of
occtuTence.
5. AII system output programs assigned via controi-by-event equations to be
activated by the particular point in alarm shall be executed, and the associated
System Outputs (alarm indicating appliances and./or relays) shall be activated.
D. Typical Operation
1.3 SUBMITTALS
A. Generai:
I . Two copies of all submittals shall be submitted to the ArchitectlEngineer for
review.
2. All references to manufacturer's model numbers and other pertinent
information herein is intended to establish minimum standards of
performance, function and quality. Equivaient equipment (compatible UL
Low Rise Fire Alarm 16120-2 Golden Peak Base Facilitv
Listed) from other manufachuers may be substituted for the specified
equipment as long as the minimum standards are met.
3. All substitute equipment proposed as equal to the equipment specified herein,
shall meet or exceed the'following standards. For equipment other than that
specified, the contractor shall supply proofthat such substitute equipment
equals or exceeds the features, fimbtions, performance, and quality ofthe
specified equipment.
B. Shop Drawings:
l. Sufficient inforrnation, clearly presented, shall be included to determine
compliance with drawings and specifications.
2. Include manufacttuer's name(s), model numbers, ratings, power requirements,
equipment layout, device arrangement, complete wiring point-to-point' diagrams, and conduit layouts.
. 3. Show annunciator Iayout and main control panel module layout,
confi gurations and terminations.
C. Manuals:
l. Submit simultaneously with the shop drawings, including technical data
sheets.
2. Provide a clear and concise description ofoperation that gives. in detail. the
information required to properly operate the equipment and system.
3. Approvals will be based on complete submissions of manuals together with
shop drawings.
D. Software Modifrcations
1. Provide the services ofa factory trained and authorized technician to perform
all system software modifications, upgrades or changes. Response time of the
technician to the site shall not exceed 8 hours.
2. Provide all hardware, software, programming tools and documentation
necessary to modifu the fire alarm system on site. Modification includes
addition and deletion of devices, circuits, zones and changes to system
operation and custom label changes for devices or zones. The system structure
and software shall place no limit on the fype or extent of software
modifications on-site. Modif,rcation of software shall not reouire Dower-down
Low Rise Fire Alarm 16120-3 Golden Peak Base Facilitv
of the system or loss of system fue protection while modifications are being
made.
If a computer is required to make software additions changes, one shall be
included as part ofthis project.
1,4 GUARANTY:
Ail work performed and all material and equipment furnished under this contract shall'be
free from defects and shall remain so for a period ofat least one (l) year from the
date of acceptance. The full cost of maintenance, Iabor and materials required to corect
any defect during this one year period shall be included in the submittal bid.
I.5 APPLICABLEPUBLICATIONS:
The ptrblications listed below form a part ofthis specification. The publications are
referenced in text by the basic designation only.
A. National Fire Protection Association (I.IFPA) - USA:
No. 70-90 National Electrical Code (NEC)
No. 72-90 Protective Signaling Systems
No. 72E-90 Automatic Fire Detectors
No. 72G-89 Notification Appliances for Protective Signaling Systems
No. 72H-88 Testing Procedures for Signaling Systems.
No. 101-91 Life Safety Code
C. Local and State Building Codes
D. Ail requirements of the Authority Having Jurisdiction (AHJ).
I.6 APPROVALS:
A. The system must have proper listing and/or approval from the following nationally
recognized agencies:
UL UnderwritersLaboratories. Inc.
FM Factory Mutuai
Low RiSe Fire Alarm r61204 Golden Peak Base Facilitv
B. Modular Labeling
The Fire Alarm Control Panel shall meet the Modular Listing requirements of
Underwriters Laboratories Inc. To facilitate system changes and expansions, and to
ensure that all subassemblies have the proper listing, each subassembly of the
FACP shall carry the appropriate UL modular label. This includes all printed
circuit board assemblies, power supplies, and enclosure parts. Systems which do
. not include modular labeling may require retum to the factory for modifications,
and are not acceptable.
PART 2.0 PRODUCTS
al EQUIPMENT AND MATERIAL, GENERAI:
All equipment and components shall be new, and the manufacturer's crurent model.
The materials, appliances, equipment and devices shall be tested and listed by a
nationally recognized approvals agency for use as part of a protected premises
protective signaling (flre alarm) system. The authorized representative of the
manufacturer of the major equipment, such as contol panels, shall be responsible
for the satisfactory installation of the complete system.
All equipment and components shall be installed in strict compliance with
manufacturers' recommendations. Consult the manufacturer's installation manuals
for all wiring diagrams, schematics, physical equipment sizes, etc., before
beginning system installation. Refer to the fuser/Connection diagram for all
specific system installation/termination/wiring data.
All Equipment shall be attached to walls and ceiling/floor assemblies and shall be
held firmiy in place (e.g., detectors shall not be supported soleiy by suspended
ceilings). Fasteners and supports shall be adequate to support the required ioad.
CONDUIT AND WRE:
A. Conduit:
l.Conduit shall be in accordance with The National Electrical Code Q.IEC),
local and state requirements.
Where possible, all wiring shall be multi conductor with overall sheaiths UL
listed for life safety cable assembly. Wiring in plenums shall be rated for
same.
Cable must be separated Iiom any open conductors ofPower, or Class I
circuits, and shall not be placed in any conduit, junction box or raceway
containing these conductors, as per NEC Article 760-29.
A.
B.
C.
2.2
)
Low Rise Fire Alarm 16120-5 Golden Peak Base Faciliry
witittg for 24 volt controi, alarm notification, emergency communication and
similar power-linited auxiliary fi.rnctions may be run in the same conduit as
initiating and signaling line circuits. All circuits shall be provided with
hansient suppression devices and the system shall be designed to permit
simultaneous operation of all circuits without interference or loss of signals.
Conduit shall not enter the Fire Alarm Contol Panel, or any other remotely
mounted control Panel equipment or back boxes, except where conduit entry
is specified by the FACP manufa*urer.
B. Wire:
).
All fue alarm system wiring must be new.
Wiring shall be in accordance with local, state and national codes (e.g., NEC
Article 760) and as recommended by the manufacturer of the fire aiarm
system. Number and size of conductors shall be as recommended by the fire
alarm system manufacturer, but not less than 18 AWG (1.02 mm) for
Initiating Device Circuits and Signaling Line Circuits, and l4 AWG (1.63
mm) for Indicating Appliance Circuits.
All wire and cable shall be listed and/or approved by a recognized testing
agency for use with a protective signaling system.
Wire and cable not installed in conduit shall have a fire resistance rating
suitable for the instaliation as indicated in NFPA 70 (e.g., FPLR).
Wiring used for the multipiex communication loop shall be rwisted and
shielded and installed in conduit unless specifically by the fire alarm
equipment manufacturer. The system should permit use of IDC and IAC
wiring in the same conduit with the communication loop.
6. All field wiring shall be completely supervised. In the event of a pnmzLry
power failure, disconnected standby battery, removal of any intemal modules,
or tuly open circuits in the field wiring; a trouble signal will be activated untii
the system and its associated field wiring are restored to normal condition.
C. Terminal Boxes, Junction Boxes and Cabinets:
All boxes and cabinets shall be UL listed for their use and purpose.
D. Initiating circuits shall be arranged to serve like categories (manual, smoke, water
flow). Mixed category circuitry shali not be permined except on signaling line
circuits connected to intelligent reporting devices.
A..t.
5.
l.
2'.
J,
4.
Low fuse Fire Alarm r6t20-6 Golden Peak Base Faciliw
z.)
E. The Fire Alarrn Control Panel shall be connected to a separate dedicated branch
circuit, ma)dmrrm 20 amperes. This circuit shall be labeled at the Main power
Distribution Panel as FIRE ALARM. Fire Alarm contror panel primary power
wiring shall be 12 AWG. The contol Panel cabinet shall be srounded securelv.
MAIN FIRE ALARM CONTROL PANEL:
A. The main FACP Cental Console shall be a NOTIFIER Model
AM2020iAIPI0I0/A-FP200 and shall contain a microprocessor based central
Processing Unit (CPLD. The CPU shall communicate with and control the
following types of equipment used to make up the system: intelligent detectors,
addressable modules, local and remote operator terminals, printers, annunciators,
and other system controlled devices.
l. Function: The main FACP shall perform the following functions:
' a. Supervise and monitor all intelligenVaddressable detectors and monitor
modules connected to the system for normal, trouble and alarm
conditions.
Supervise all initiating signaling and notification circuits throughout the
facility by way of connection to monitor and control modules.
Detect the activation of any initiating device and the location of the alarm
condition. Operate all notification appliances and auxiliary devices as
programmed.
Visuaily and audibly annunciate any trouble, supervisory or alarm
condition on operator's terminals, panel display, and annunciators.
B.System Capacity and Generai Operation
2.
J.
1.The control panel shall provide capacity for intelligent/addressable devices as
shown plus 20%o spwe.
The Fire Alarm Control Panel shall include a full featured operator interface
control and annunciation panel that shail include a backlit Liquid Crysrai
Display, individual, color coded system status LEDS, and an alphanumeric
keypad for the Field Programming and Control of the Fire Alarm System.
AII programming or editing of the existing program in the system shali be
achieved without special equipment and without intemrpting the alarm
monitoring functions of the Fire Aiarm Control Panel.
The FACP shall be able to provide the following fearures:
b.
d.
A
Low Rise Fire Alarm 16120-7 Golden Peak Base Faciiity
Block Acknowledge.
Charger Rate Contol.
Confrol-By-Time.
DayNight Sensitiviry.
Device Blink Contol.
Drift Compensation.
NFPA 72E Sensitivity Test.
System Status Reports.
Alarm Verification.
Printer Interface.
CRT Display Interface.
Non-Alarm Module Reporting.
Periodic Detector Test.
Trouble Reminder.
Upload/Download to PC Computer.
Verification Counters.' Walk Test.
Maintenance Alert.
Security Monitor Points.
C. Central Processine Unit
l. The Central Processing Unit shall communicate with, monitor, and conuol all
other modules within the control panel. Removal, disconnection or failure of
any control panel module shall be detected and reported to the System Display
by the Central Processing Unit.
2. The Central Processing Unit shall contain and execute all control-by-event
programs for specific action to be taken ifan alarm condition is detected by
the system. Such control-by-event programs shall be held in non-voiatiie
programmable memory, and shall not be lost even if system primary and
secondary power failure occurs.
3. The Central Processing Unit shall also provide a reai-time clock for time
annotation of all system displays. The Time-of-Day and date shall not be lost
if system primary and secondary power supplies fail.
D. Display
l. The System Display shall provide all the controls and indicators used by the
system operator and may also be used to program all system operational
Darameters.
Low Rise Fire Alarm 16120-8 Golden Peak Base Facilitv
2. The Display Assembly shall contain, and display as required, custom
alphanumeric labels for all Intelligent Detectors, Addressable Modules. and
Software zones.
' 3. The System Display shall provide an 80-character back-lit alphanumeric
Liquid crystal Display (LcD). It shall also provide 5 Light-Emining-Diodes
(LEDs), that will indicate the status of the following system parameters: AC
POWER"SYSTEM ALARM, SYSTEM TROUBLE, DISPLAY TROUBLE,
and SIGNAL SILENCE.
4. The System Display shall provide a25-key touch key-pad with control
capability to command all system functions, entry of any alphabetic or
numeric information" and field progmmming. Two different password levels
will be accessible through the Display Interface Assembly to prevent
unauthorized system control or programming.
5: The System Display shall include the following operator control swirches:
SIGNAI SILENCE, LAMP TEST, RESET, SYSTEM TEST, ANd
ACKNOWLEDGE.
E. Loop Interface Board
1. Loop Interface Boards shall be provided to monitor and control each ofthe
Signaling Line Circuit (SLC) Loops in the system. The Loop Interface Board
shall contain its own microprocessor, and shall be capable of operating in
Locai Mode in the case of a failure in the Main CPU of the Control panel.
2. The Loop Interface Board shall not require any jumper cuts or address switch
settings to initialize SLC Loop operations.
3. The Loop Interface Board shall provide power to, and communicate with, all
of the Intelligent/Addressable Detectors and Addressable Modules connected
to its SLC Loop over a single pair of wires. This SLC Loop shall be capable
of operation as NFPA Style 4, Style 6, or Sryle 7.
4. The Loop lnterface Board shall be able to drive 2 Style 4 runs of these SLC
Loops, each up to 10,000 feet in length, for an effective Loop span of 20,000
5. The Loop Interface Board shall receive analog information from aii Intelligent
Detectors and shali process this information to determine whether normal,
alarm, or trouble conditions exist for that particular detector. The Loop
Interface Board software shall include software to automatically maintain the
detectorrs desired sensitivity level by adjusting for the effects of
environmental factors, including the accumulation of dust in each detector.
Low Rise Fire Alarm 16120-9 Golden Peak Base FaciliW
The analog information may also be used for automatic detector testing and
for the.automatic determination of detector maintenance requirements.
6. The Loop Interface Board shall communicate with up to 198
Lntelligent/Addressable Detectors and Addressable Modules on its SLC loop
and veriff proper device function and status.
F. Serial Interface Board
l. The Serial Interface Board shall provide the EIA-232 interfaces between the
Fire Alarm Contol Panel and the UL Listed Electonic Data Processins
@DP) peripherals.
2. The Serial Interface Board shall allow the use of multiple printers, CRT
monitors, and other peripherals connected to the EIA-232 ports.
3: The Serial Interface Board shall provide one EIA-485 port for the serial
connection ofthe optional Annunciator and Control Subsystem components.
4. The Serial Interface Board shall have LEDs that will show that it is in regular
communication with the Arurunciators or other EIA485 connected nerinheral
device.
5. All EIA-232 serial outout circuits shall be opticallv isolated.
G. Enclosures:
1. The control panels shall be housed in a UL listed cabinet suitable for surface
or semi-flush mounting. Cabinet and front shall be corrosion protected, given
a rust-resistant orime coat- and manufacturer's standard finish.
2. The back box and door shall be constructed 0f.060 steel with provisions for
electrical conduit connections into the sides and too.
3. The door shail provide a key lock and shall include a glass or other transparent
opening for viewing of all indicators. For convenience, the door may be
hinged on either the right or Ieft side (held selectable).
4. The control unit shall be modular in structure for ease of installation.
maintenance, and future expansion.
H. The CPU shall be capable of being programmed on site without requiring the use
of any extemal programrning equipment. Systems that require the use of extemal
prograulmers or change of EPROMs are not acceptable.
Low Rise Fire Alarm 16120- 10 Golden Peak Base Facilitv
I. The cPU and associated equipment are to be protected so that they will not be
affected by voltage surges or line transients consistent with UL standard 864.
J. Each peripheral device connected to the CPU shall be continuously scanned for
proper operation. Data fiansmissions between the CPU and peripheral devices
shall be reliable and error free. The transmission scheme used should emolov dual
transmission or otler equivalent enor checking techniques.
K. Power Supply:
1. The Main Power Supply shall operate on 120 VAC, 60 Hz, and shall provide
all necessary power for the FACP.
2. It shall provide 3,0 amps of usable indicating appliance power, using a
switching 24 VDC regulator.
3'. It shall be expandable for additional indicating appiiance power in 3.0 ampere
sreps.
4. It shall provide a battery charger for 24 hours ofstandby using dual-rate
charging techniques for fast battery recharge.
5. It shall provide a very low frequency sweep earth detect circuit, capable of
detecting earth faults on sensitive addressable modules.
6. It shall be power-limited using Positive Temperafure Coefhcient (PTC)
resistors.
L. System Circuit Supervision:
I. The FACP shall supervise all circuits to intelligent devices. annunciators and
conventional peripherais and annunciate loss of communications with these
devices. The CPU shall continuously scan above devices for proper system
operation and upon loss ofresponse from a device shall sound an audible
trouble, indicate that device or devices are not responding and print the
information on the printer.
2. Sprinkler system valves, staldpipe control valves, PIV,, and main gate valves
shall be supervised for off-normal position.
M. Operators Terminal: Provide the following frrnctions in addition to any other
firnctions required for the system.
1. Acknowledge (ACIVSTEP) Switch:
Low fuse Fire Alarm 16120-l I Golcicn ?e:rk Base Faciliw
2.
b.
Activation of the controi panel Acknowledge switch in response to a
single new Alarm and./or Trouble condition shall silence the local panel
piezo electric signal and change the System Alarm or Trouble LED from
flashing mode to steady-ON mode. If additional new Alarm or Trouble
conditions exist or are detected and reported in the system, depression of
this switch shall advance the 80-character LCD display to the next Alarm
or Trouble condition.
Depression of the Acknowledge switch shall also silence ail remote
annunciator piezo sounders.
Signal Silence Switch.
Activation of the Signal Silence Switch shall cause all programmed Alarm
Indicating Appliances and relays to return to the normal condition after an
alarm condition. The selection ofindicating circuits and relays that are
silenceable by this switch shall be fully field programmable within the
confines of all applicable standards.
System Reset Switch.
Activation of the System Reset Switch shall cause all electronically-latched
initiating devices, appliances or software zones, as well as all associated
output devices and circuits, to return to their normal condition.
Ifthe alarm condition(s) stili exist, or ifthey reoccur in the system after
System Reset Switch activation, the system shall then resound the alarm
conditions.
System Test Switch.
Activation of the System Test Switch shall initiate an automatic test of all
Intelligent/Addressable detectors in the system. The System Test shall activate
the electronics in each intelligent sensor, simulating an alarm condition and
causing the transmission of the alarm condition fiom that sensor to the Fire
Alarm Control Panel. The Fire Alarm Control Panel shall interpret the data
from each sensor installed in the system. A report summarizing the results of
this test shall be displayed automatically on the System Liquid Crystal
Display, as well as on any CRTs or printers in the System.
Lamp Test Switch.
Activation of the Lamp Test Switch shall sequentially turn on all LED
indicators, System Liquid Crystai Display and Local Piezo-Electric signal.
and then automatically return the Fire Alarm Control Panel to the previous
condition.
3.
.1.
).
Low Rise Fire Alarm r6t20-t2 Golden Peak Base FaciliW
N. System Expansion: Design the main FACP and traosponders so that the system
can be expanded in the future (to include the addition of trrenty percent more
circuits or zones) without disruption or replacement of the existing contol panel.
This shall include hardware capacity, software capacity and cabinet space.
O. Field Programming
l.The system shall be programmable, configurable and expandable in the field
without the need for special tools or electonic equipment and shall not require
field replacement of electronic integrated circuits.
All programming shall be accomplished through the standard FACP keyboard
or through the Video Display Terminal.
All field defined programs shall be stored in non-volatile memory.
The programming frrnction shall be enabled with a password that may be
defined specifically for the system when it is installed. Two levels of
password protection shall be provided in addition to a key-iock cabinet. One
level is used for status level changes such as zone disable or manual on/off
commands. A second (higher-level) is used for actual change ofprogram
information.
It shall be the responsibility of the equipment supplier /installer to ensure that all
equipment supplied wiil fit in locations designated on plans and in the
specifications.
Specific System Operations
l.Smoke Detector Sensitivity Adjust: Means shall be provided for adjusting the
sensitivity of any or ali anaiog intelligent smoke detectors in the system from
the System keypad or from the keyboard of the video terminal. Sensitivity
range shali be within the allowed UL window.
Alarm Verification: Each of the Intelligent/Addressable Smoke Detectors in
the system may be independently selected and enabled to be an alarm verified
detector. The Alarm Verification Function shall be programmable from 5 to
50 seconds and each detector shall be abie to be selected for verification
during the field programming of the system, or anytime after system tum-on.
The Alarm Verification shall not require any additionai hardware to be added
to the Fire Alarm Control Panei. The FACP shall keep a count of the number
oftimes that each detector has entered the verification cycle. These counters
may be displayed and reset by the proper operator commands.
Svstem Point Ooerations
2.
3.
A
P.
a
2.
3.
Low Rise Fire Alarm 16120-r 3 Golden Peak Base Faciliw
b.
Any Device in the system may be Enabled or Disabled through the
system keypad or video terminal.
Aay system output point may be turned on, or off, from the system
keypad or the video terminal.
Point Read: The system shall be able to display the following point status
diagnostic fi.rnctions without the need for peripheral equipment. Each point
will be annunciated for the oarameters listed:
a. Device Status.
b. Device Type.
c. Custom Device Label.
d. Software Zone Label.
e. Device Zone Assignments.
f. Aaalog Detector Sensitivity.
g. All Program Parameters.
System Status Reports: Upon command from an operator of the system, a
status report will be generated and printed, listing all system status:
System History Recording and Reporting: The Fire Alarm Control Panel shall
contain a History Buffer that will be capable of storing up to 400 system
output/input/control activations. Each ofthese activations will be stored and
time and date stamped with the actual time of the activation, until an operator
requests that the contents be either displayed or printed. The contents of the
History Buffer may be manualiy reviewed, one event at a time, and the actual
number of activations may also be displayed and or printed.
The History Buffer shall use non-volatile memory. Systems that use volatile
memory for history storage are not acceptable.
Automatic Detector Maintenance Alert: The Fire Alarm Control Panel shall
automatically interrogate each Intelligent System Detector and shall analyze
the detector responses over a period oftime.
If any Intelligent Detector in the system responds with a reading that is below
or above normal limits, then the system will enter the Trouble Mode, and the
particular Intelligent Detector will be annunciated on the System Display,. and
printed on the optional System Printer. This feature shall in no way inhibit the
receipt of Alarm conditions in the system, nor shall it require any special
hardware, special tools or computer expertise to perform.
A.+-
5.
6.
7.
SYSTEM COMPONENTS:
A. Programmable Electronic Sounders
2.4
Low Rise Fire Alarm 16120-14 Golden Peak Base Facility
l- Electronic sounders shall operate on 24 VDC nominal.
2. Electronic Sounders shall have an output sound level ofat least 90 dBA
measured at l0 feet from the device.
3. Shall be flush or surface mounted as shown on plans.
B. Shobe Lights:
1. Shall operate on 24 VDC nominai.
2. Shall meet the requirements of the ADA as defined in UL standard 1971 and
shall meet the followins criteria:
a. The maximum pulse duration shall be 2/l0ths of one second.
b. The flash rate shall be a minimum of 1 Hz and a maximum of 3 Hz.
c. The appliance shall be placed 80 in (2,030 mm) above the highest floor
level within the space, or 6 in (152 mm) below the ceiling, thatever is the
lower.
C. AudibleA/isual Combination Devices:
1. Shall meet the appiicable requirements of Section A listed above for
audibility.
2. Shall meet the requirements of Section B listed above for visibiiitv.
D. Addressable Manual Stations
l. Addressable Manual Stations shall be provided to connect to the Fire Alarm
Control Panei Signaling Line Circuit (SLC) Loops. Up to 99 addressable
manual stations may be connected to one SLC loop.
2. The Manual Station shall, on command from the Control Panel, send data to
the panei representing the state of the manual switch. Manual Fire Alarm
Stations shali use a key operated test-reset lock, and shall be designed so that
after actual Emergency Operation, they cannot be restored to normal use
except by the use ofa key.
3. All operated stations shall have a positive, visual indication of operation that
cannot be reset without the use of a key.
Low Rise Fire Alarm 16120-15 Golden Peak Base Facility
Manual Stations shall be constructed of LEXAN with clearly visible operating
instructions provided on the cover. The word FIRE shall appear on the front of
the stations in raised letters, 1.75 inches or larger.
Stations shall be suitable for surface mounting, or sem!flush mounting as
shown on the plans, and shall be installed not less than 42 inches, nor more
than 48 inches above the finished floor.
6. The Manual Station shall provide address-setting means using decimal
switches. Addressable manual stations that use binary address setting
methods, such as a dip switch, are much more difEcult to install and are
subject to installation error, and are not allowable substitutes.
E. Intelligent Ionization Type Smoke Detectors
5.
Smoke Detectors shall be Intelligent and Addressable, and shall connect with
two wires to one of the Fire Alarm Confrol Panel Signaling Line Circuits. Up
to 99 intelligent detectors may connect to one SLC loop.
The detectors shall use the dual-chamber ionization principal to measure
products of combustion and shall, on command from the control panei, send
data to the panel representing the anaiog level of products of combustion.
The detectors shall be ceiling-mount and shall include a t'wist-lock base.
The detectors shall provide a test means whereby they will simulate an alarm
condition and report that condition to the control panel. Such a test may be
initiated at the detector itself, by activating a magnetic switch, or may be
activated remotely on command from the control panel.
The detectors shall provide address-setting means on the detector head using
decimai switches. Because of the possibiliry of installation error, systems that
use binary jumpers or dip-switches to set the address are not acceptable. They
shall also store an intemal identifying code that the control panel shall use to
identify the fype ofdetector.
The detectors shall provide dual alarm and power LEDs. Both LEDs shall
flash under normal conditions. In certain applications, LED'S may be selected
to be polled without flashing through system programming. Both LEDs may
be placed into steady illumination by the control panel, indicating that an
alarm condition has been detected. An output connection shall also be
provided in the base to connect an external remote alarm LED.
The detector sensitivity shali be set through the Fire Alarm Control Panel, and
shall be adjustable in the field through the field programming of the system.
Sensitivity may be automatically adjusted to the panel on a time-of-day basrs.
7.
A
5.
t.
2.
+.
6.
Low Rise Fire Alarm r6t20-t6 Golden Peak Base Facility
8. Using software in the FACP, the detectors shall automatically compensate for
dust accumulation and other slow environmental changes that may affect their
performance. The detectors shall be listed by UL as meeting the calibrated
sensitivity test requhements of NFPA Standard 72E.
F. Addressable Heat Detectors
I . Heat Detectors shall be Rate of fuse Addressable devices. and shali connect
with two wires to one of the Fire Alarm Control Panel Signaling Line Circuits.
Up to 99 intelligent heat detectors may connect to one SLC loop.
G. Intelligent In-duct Smoke Detector Housing
l. In-Duct Smoke Detector Housing shall accommodate either an intelligent
Ionization sensor or a Intelligent Photoelectric Sensor, either of that provides
continuous analog monitoring and alarm verification from the panel.
2. When sufficient smoke is sensed, an alarm signal is initiated at the FACP, and
appropriate action taken to change over air handling systems to help prevent
the rapid distribution of isolation of toxic smoke and fue gases throughout the
areas served by the duct system.
H. Monitor Module
Addressable Monitor modules shall be provided to connect one supervised
IDC zone of conventional Alarm Initiating Devices (any N.O. dry contact
device) to one of the Fire Alarm Control Panel Signaling Line Circuit (SLC)
Loops.
The Monitor Module shall mount in a 4-inch square, 2-ll8" deep electrical
box.
The IDC zone may be wired for Styie D or Style B operation. The Monitor
module shail provide address-setting means using decimal switches and shall
also store an internal identifying code that the Fire Alarm Control Panel shall
use to identify the type of device. Modules that use binary jumpers or
dip-switches are subject to instailation enors and are not acceptable. An LED
shall be provided that shall flash under normal conditions, indicating that the
Monitor module is operational and in regular communication with the control
panei.
For difficult to reach areas, the Monitor Module shall be available in a
miniature package and shall be no larger than2-314" x l-1/4" x 1/2". This
version need not include Stvle D or an LED.
I.Control Module
I
2.
A
Low Rise Fire Alarm t6120-17 Golden Peak Base Facility
l. Addressable Control Modules shall be provided to supervise and control the
operation of one conventional Indicating Appliance Circuit (IAC) of
compatible, 24 VDC powered, polarized Audio/Visual Indicating Appliances.
For fan shutdown and other auxiliary control functions, the control module
may be set to operate as a dry contract relay.
2. The Control Module shall mount in a standard 4-inch square, 2-1l8" deep
electrical box, or to a surface mounted back box, or directly in the Fire Alarm
Confrol Panel.
3. The IAC may be wired for SWIeZ or Style Y IAC (Up to I Amp of Inductive
A,/V Signal, or 2 Amps of Resistive A/V Signal) operation, or as a Dry
Contact (Form C) Relay. The relay coil shall be magnetically latched to
reduce wiring connection requirements, and to insure that 100% of all
auxiliary relay or IACs may be energized at the same time on the same pair of
. wires.
4. AudioAr'isual Power shall be provided by a separate supervised Power Loop
from the main Fire Alarm Contol Panel or from a supervised, UL listed
Remote Power Supply.
5. The Control Module shall provide address-setting means using decimal
switches and shall also store an intemal identifying code that the Control
Panel shall use to identiff the type of device. Modules that use binary jumpers
or dip-switches are subject to installation errors and are not acceptable. An
LED shall be provided that shall flash under normal conditions, indicating that
the Control Module is operational and is in regular communication with the
Control Panel.
6. A magnetic test switch shall be provided to test the module without opening
or shorting its IAC wiring.
J. Serially Connected Armunciator Requirements
l. The Arurunciators shall communicate with the fire alarm control panel via an
EIA 485 (muiti-drop) communications loop, and will be able to annunciate up
to 64 points. Up to 32 annunciators may be connected to the EIA 485
communications loop.
2. The annunciators shall need only four wires to provide power and data for up
to 2048 Svstem Alarm points.
3. Each annunciator shail be graphic type as per Denver Building Code'
2.5 BATTERIES AND EXTERNAL CHARGER:
Low Rise Fire Alarm 16120-18 Golden Peak Base Facilify
A. Battery:
t. Shall be 12 volt, Gell-Cell type.
2. Battery shall have sufficient capacity to power the fire alarrr syst€m for not
less than //four// twenty-four// hours plus 5 minutes of alarm upon a normal
AC power failure.
3. The batteries are to be completely maintenance free. No liquids are required.
Fluid level checks refilling, spills and leakage shall not be required.
Low fuse Fire Alarm 16120-19 Golden Peak Base Facility
J-l
':
PART 3.0 - E)GCUTION
INSTALLATION:
A. Installation shall be in accordance with the NEC, NFPA 72,Iocal and state codes,
as shown on the drawings, and as recorlmended by the major equipment
manufacturer.
All conduit,junction boxes, conduit supports and hangers shall be concealed in
finished areas and may be exposed in unfinished areas. Smoke detectors shall not
be installed prior to the system programming and test period. If constmction is
ongoing during this period, m€asures shall be taken to protect smoke detectors
from contamination and physical damage.
All fire detection and alann system devices, control panels and remote
arurunciators shall be flush mounted when located in frnished areas and may be
surface mounted when located in unfinished areas.
J.L TYPICAL OPERATION:
A. Actuation of any manual station, smoke detector heat detector or water flow switch
shall cause the following operations to occur unless otherwise specified:
7.
Activate all programmed indicating circuits until silenced.
Actuate all strobe writs until the panel is reset.
Arunrnciate the active initiatine devices and zones.
Release all magnetic door holders to doors to adjacent zones on the floor from
that the alarm was initiated.
A smoke detector in any elevator lobby shall, in addition to the above
frrnctions, return ali elevators to the primary or altemate floor of egress.
Smoke detectors in the eievator machine room or top of hoistway shall retum
ail elevators in to the primary or altemate floor. Smoke detectors or heat
detectors installed to shut down elevator power shall do so in accordance with
ANSI A17.1 requirements and be coordinated with the electrical contractor.
Duct type smoke detectors shall, in addition to the above functions shut down
the ventilation system or close associated control dampers as appropriate.
Activation of any sprinkler system low pressure switch, or valve tamper
switch shall cause a system supervisory alarm indication.
B.
L.
l.
2.
4.
6.
8.
9.
Low Rise Fire Alarm 16120-20 Golden Peak Base Facility
3.4 TEST:
Provide the service of a competent, factory-trained engineer or technician authorized by
the manufacturer of the fire alarm equipment to technically supervise and participate
during all of the adjustrnents and tests for the system.
1. Before energizing the cables and wires, check for correct connections and test
for short circuits, ground faults, continuity, and insulation.
2. Close each sprinkler system flow valve and verify proper supervisory alarm at
the FACP.
3. Veri$ activation of all flow switches.
4. Open initiating device circuits and verifr thatthe trouble signal actuates.
5. Open signaling line circuits and veriff that the trouble signal actuates.
6. Open and short indicating appliance circuits and verifi that trouble signal
actuates.
7. Ground initiating device circuits and verifu response oftrouble signals.
8. Ground signaling line circuits and verify response oftrouble signals.
9. Ground indicating appliance circuits and verify respons€ oftrouble signais.
10. Check presence and audibility of tone at ail alarm notification devices.
i 1. Check installation, supervision, and operation of all inteliigent smoke
detectors durine a walk test.
12. Each ofthe alarm conditions that the system is required to detect should be
introduced on the system. Verify the proper receipt and the proper processing
ofthe signal at the FACP and the correct activation ofthe control points.
13. When the system is equipped with optional features, the manufacturer's
manual should be consulted to determine the proper testing procedures. This
is intended to address such items as verifying controls performed by
individuaily addressed or grouped devices, sensitivity monitoring, verification
functionality and similar.
3.5 FINAL INSPECTION:
Low Rise Fire Alarm r6120-21 Golden Peak Base Facility
'rL_
[f 1fos final inspection a factory Eained repnesentative of the manufacturer of the major
equipment shall demonstrate that the systems function properly in every respect.
3.6 INSTRUCTION:
A. Provide instnrction as required for operating the system. "Hands-on"
demonstations of the operation of all system components and the entire system
including progmm changes and functions shall be provided.
B. The Contactor and/or the Systems Manufacture/s representatives shall provide a
tlpewritten "Sequence of Operation" to the Owner.
t6120-22Low Rise Fire Alarm Golden Peak Base Facility
SECTION I6530
SITE LIGIT|ING
PART I - GENERAI
1.01 DESCRIPTION
A. General: Provide lighting fixtures in accordance with the Contract Documents.
B. Related Work Specified Elsewhere:
1. Basic Materials and Methods Section 16050.
C. Shop Drawings: Submit shop drawings and manufacturers' data for the following items in
accordance with the Conditions of the Contact.
L Lighting Fixtures
a. Fixture drawings shall show full-size cross sections. Indicate frnished
dimensions, metal thicknesses, and materials. Identiff ballast type and
manufacturer.
b. Show mountins details.
2. Lighting Poles
a. Show construction dimensions, finish and mounting details.
I.O2 GUARANTEE
A. General: Guarantee ballast for one full year and one yea.r prorated as per standard manufacturer's
warranty against defects for a period of 2 years. Guarantee to include repiacing defective ballast
with new ballast.
PART2 PRODUCTS
2.OI LAMPS
A. Lamps: Provide lamps of the size and fype as scheduled in each fixture. Verifu that size of lamps
will fit and properly operate in fixture.
Site Lighting 16530- I Golden Peak Base FaciliW
'+ |
].02 POLES
A. Provide exterior lighting units or height and rype as indicated.
2.03 LUMINAIRES
A. Provide weatherproof luminaires for use with poles as specified or mounting as indicated. Provide
lamps of size and wattage as indicated. Where fixttres are exposed to weather and cold
temperature, provide weatherproof, low temperature type fixtures suitable for operation at
conditions encountered.
2.04 TRANSFORMER BALLASTS
A. Provide high power factor, constant wattage nansformer ballast with voltage rating as indicated
suitable for low temperature starting and suitable for installation integral with luminaire housing
where specified for of two light ballasts in each transformer subbase where indicated.
PART 3 EXECUTION
3.OI POLES
A. Set poles on concrete bases as required. Provide conduit sleeves for conductors in bases as
indicated on the drawinss.
J.O2 LUMINAIRES
A. Install and align pole top luminaires square to the architectural features. Luminaire shall be
complete with lamp.
END OF SECTION 16530
Site Lighting 16530-2 Golden Peak Base Faciiity
I
February 26,1996
ADDENDUM#6
to the
DOCUMENTS OF CONSTRUCTION
ISSI.]ED TO:
FOR:
ISSUED BY:
ATTENTION:
Pie.ce. Segerberg & Asrocrates
Archilecrs.PC.AtA
Man Omce
l0O0 5. Frontage Road W
Va,l CO 8 t657
ibx: 970 a76 a608
pi1o.e 970 176 4a3)
One-rabor Ce.ter
I 200 Sevenlee.h 5r
Si.: te 51 5
Denver: CO 80202
rbx; 103 c2l ll52
pnore: 303 523 J -r55
All Plan Holders of Record
c/o Weitz-Cohen Construction Company
899 Logan Street, Suite 600
Denver, Colorado 80203
Golden Peak Base Facility
Vail, Colorado
Architect's Project Number 1 8043. 00
Pierce, Segerberg & Associates, Architects: Tom Mayhew
1000 S Frontage Road West
Vail, Colorado 81657
This Addendum #6 in its entirety shall modify and become a part of the contract
Documents: ALL parts ofthe original drawings dated,0l/19/96, and project Manual
dated 0l /22/96. and prwious Addenda #1, #2, #3, #4 dated 2/ 19 /9 6. and Addendum#5 dated 2/26/96, shall remain in full force with the folrowins revisions
incorporated:
l. CivilDrawings:a. 30" x 42" blueline reproductions of the original drawings dated l/16
and revisions dated 2/2/96 as previously issued are hereby reissued
without revisions (see drawing list below).
Drawing List
Cl, C2, C7, C9, Cl l through Cl8, C20 through C24
b. 30" x 42" blueline reproductions of the original drawings dated
1116/96 and revisions dated2/2196, as previously issued with revisions- dated 2/26196 for incorporation into the Construction Documents (see
drawing list below).
Drawing List
c3, c4, cs, c5A,, c6, c8, c10, cl9
o
Page2
ADDENDUM#6
February 26,1996
J.
2. Landscape Drawings:a. 30" x 42" blueline reproductions of the original drawings dated
1119/96 as previously iszued are hereby reissued without revisions (see
drawins list below).
Drawing List
L2, L5 through L7-1,L9, Ll0, Ll I, Ll3, L14.,L15
b. 30" x 42" blueline reproductions of the original drawings dated
1119196 as previously iszued are reissued with revisions dated,2/26/96
for incorporation into the Construction Documents (see drawing list
below).
Drawing List
L7,L3,L4,L8,L12
c. 8t/2" xlT" reproductions of Clarification Requests - CR #20, CP.#24,
CR #34, CR #36, CR #40 are attached, and as previously issued are
hereby reissued for incorporation into the Construction Documents.
Architectural Drawings :a. 3Q" x 42" blueline reproductions of the original drawings dated
1119/96 as previously issued are hereby reissued with revisions dated
2/26/96 for incorporation into the Construction Documents (see
drawing list below).
Drawing List
A1.3, A2.1, M.2,1^2.3, M.4,A^2.5, M.6, M.7, A3.1, A3.2, 43.3,
A6.t,46.2, A6.3, A8.1, A8.2, A9.1, A9.2, A9.3, A10.2, A10.3,All.l, All.2, All.3, A11.4, Lr2.l
Structural Drawings:a. 30" x 42" blueline reproductions of the original drawings dated
1119/96 as prwiously issued are here\ reissued without revisions (see
drawing list below).
Drawing List
s9, s12, S13, S14, S3c, S4c, SBSI
b. 30" x 42" blueline reproductions of the original drawings dated
1119/96 as previously issued are hereby reissued with revisions dated
2126/96 for incorporation into the Construction Documents (see
drawing list below).
Drawing List
Sl through 58, S10, Sll, SlG, S2G, S6G
4.
Page 3
ADDENDUM#6
February 26,1996
5.Interior Design Drawings:a. 30" x 42" blueline reproductions ofthe original drawing dated l/19/96
as previously issued is hereby reissued without revisions
Drawing List
5.18
b. 30" x 42" blueline reproductions of the original drawings dated
l/19196 as previously issued are hereby reissued with revisions dated
2126/96 for incorporation into the Construction Documents (see
drawing list below).
Drawing List
CAl.l, CA2.l through CAz.3, CA4.l through CA4.6, CA5.1 through
cA5.17, CA6.r
c. 30" x 42" blueline reproductions of the original drawings dated
l/19/96 as previously issued are hereby omitted (see drawing list
below). Refer to Architectural drawings A-l I series for information
previously shown on drawings CA3 . 1, CN .2, CA3 .3.
Drawing List
cA3.l, cA3.2, CA3.3, CA5.16
Specifications:
8%" x 11" Core and Shell / G.M.P. package is revised in its entirety and'is
hereby reissued with revisions dated 2/2/6/96 for incorporation into the
Construction Documents.
Alternates:
Please provide prices for the following alternates. Description for each
alternate is recognized to be incomplete and abbreviated but implies that
each change must be complete for scope of work affected. Refe.r to
applicable sections @Msions 2 through 16) and to applicable drawings for
specific requirements of each alternate. Modify surrounding work as
required to integrate with work of each alternate.
Alternate A: In Room #120, Wreck Room, add ceiling tile to specified
suspended ceiling grid in full room. Tile shall be U.S.G.
Auratone "Tahoe" 2' x 2' x 5/e", #632 with square edge.
Also delete painting of structure and equipment above grid
Please provide a lump sum price for this work.
6.
,,
Page 4
ADDENDUM#6
February 26,1996
Alternate B: In Room #201, Great Room, delete 3 color patterned stone
flooring within the 2'4" wide M-l band. The 2'-0" wide M-
I stone floor band shall remain. Replace stone with carpet
and pad on grout bed, thickness as needed to create a level
floor Carpet to be type C-5. Please provide a lump sum
price for this work.
Alternate C: Delete troweled on waterproofing under quarry tile in all
food preparation areas (Kitchen 126, Kitchen 206, and Bar
213) and install quarry tile on concrete per Tile Councii of
America System F113. Please provide both a lump sum
price for all areas listed above and a per square foot price as
Owner may wish to maintain partial waterproofing.
Alternate D: In all food service areas where fiberglass reinforced panels
are called out for walls, change those panels from fire-rated
to non-fire-rated. Please provide a lump sum price for this
work.
Alternate E: Change wood species of all solid wood, veneer plywood and
doors shown to be painted instead of stained on Interior
Drawings. Species shall change as follows:l. Solid Wood: Change from Larch to Poplar.
2. Veneer Plywood: Change from Maple veneer to A-
grade Pine veneer.
3. Doors: Change from Maple to Birch.
Please provide a lump sum price for this work.
8
l*.,n;:Ytt'i', :.?o"xH#* Yffi:":'#H:r drawings dated zt6/e6 (see
attachments "A" and "B").b. 8Vz" x1l" GBC bound reproductions of Project Manual dated215/96
as previously issued are hereby reissued in its entirety with revision
dated 2/26/96 for incorporation into the Construction Documents.c. 8Yz" x I l" GBC bound reproductions of Interior Features Manual
dated 2126/96 are issued for incomoration into the Construction
Documents.
All other terms, conditions and instructions of the Contract Documents remain unchanged.
NOTICE:Receipt ofthis Addendum must be acknowledged in your bid. All bidders shall list the
following on a cover letter included in their proposal:
"We acknowledge the receipt of Addendum #6 and have included all associated items
in the following proposal."
END OF ADDENDUM #6
02/ zti/ 96 UON l0:03 FAtr
CLARIFICATION REQUEST
GOLDEN PEAKBASE FACILITY T.522
TO: TomMsJAcilRickCddcll
o J'- PSA DENVER @002
cR# 20
Dttc:. OUOT /96
Pagc I of 1
Follow up
FROM: lohSmith-Wcits-Coha
Claficatioa is rcqucstcd of rhe following; Irrigrtioa & heat in plnfcrs
Drawing Shcct and./or Spcc Rcfir€ncc: sce dcscription below
Rrquired Rcsolutior to Avoid Delay: 2115196
Descriptim of Probla: Plcase clarify if rhere is to be provisiou for irrigation or heat in thc condo plet rs
Possiblc Solutioo(s) to be considand by Desipcr: (ettach skotch as deshod)
l. There will bo no irdgation or heat in the condo plaaters. Plaolcrs shall bc water by hosc connected to hose bib irdiosled qa
aechnical &awings.
Cosl rnd schcdule impact arc to be evaluated upou rctum of wrinca clrification
Requcstcdby: WeiE-Cohcn
Apprwed for Conformance to dcsip by:Dstc:
02/21t/gti UON l0:03 l'AX o
CLARIFICATION REQUEST
GOLDEN PEAKBASE FACILITY T.522
TO: TomMeyhcilRiokCaudcll
O '-r PSA DENvER @oos
cR# 24
Dsrc: OUO1196
Pagc I of I
Follow up
FROM: Joh Smih- Wcitz- Cohcr
Cluificetion is requcsted of lhc following: Warerproofing:/ Damproofmg
Drawing Sheet and/or Spec Rcfcrcmce: scc dcscription bclow
Requircd Rcsolution to Avoid Delay: 2115196
cost and schcdulc impact ac to bc walualed npon rcturn of urrittcn clarification-
Requcstcd by: AAA Watapoofrng
Dcscriptioo of Probleo: l. Norc #1 of the "Towa of vEil DRB submittal drawing" Traosmittcd to W/c frorr Desig! Workshop on
215196, " AJlwslls that rctain soil arc to bc waterproofcd ro top of grode" Specifiodion seotion 07 160 calls
for dmproofing. Does this uotc superoedc tbe rcquirqcuts of thc specificatioa?
2. Are the aay arcas whcrc dauproofing (as opposcd to watc4lroofr'g) is hr€aded to be used?
Possible Solution(s) fo be consida€d by Designer: (attach skctch as desircd)
I & 2'- All cxtcrior site retainiog walle are to be DAMPROOFED as pcr specifioation scction 07160. All refercnoes to
Waterproofing on lhe L-serries wetl deteils, md rny notcs oo any L-scries plans that cgll for waterproofing should rctually rcfer to
DAMPROOFING.
Approvcd for Conformncc to dcsign by:Drrc:
CLARIFICATION REQTTEST
GOLDEN PEAKBASE FACILITY T.522
TO: TomMayhcdRickCsudcll
i,r rba u!.N v.bl{ l4 004
cR#34
Dd;c:.02114196
Page I of I
Followup
FROM: John Snith- WciE- Cohcn
Clrificatioa is requestcd of the following: Specification for 2t2'Psvcf,s
Drewi-g Shcet aod./or Spco Rcfsqcc: sce description bclow
Requircd Rcsohtion to Avoid DeLey: 2nlq6
Descriptioa of Problem: l. Therc is ao specificetiou for thc 2*2' pavcrs as shown ou shcct L-1. Plcasc Providc.
Possible Solutioa(s) to be considcrcd by Dcsigncr: (afirch skcich ss desired)
l. 2x2 pavcrs are aot e product spcc iten. Thcy are to be oolored cotrcrete to nalch all other colored concrae pwing ou thc sitc,
fibricefed as sholrl[ in dctsil S/Lt
cost ad schcdulc i,npact are lo bc svaluated upon rctunr of wrinen clrification-
Requested by: Voglairm
Apprwcd for Codormmce to design by:Dare:
vt/ zo/ to Jllrt\ lu: u4 t AA
CLARIFICATION REQUEST
GOLI}EN PEAK BASE FACILITY T.522
TO: TomMayhcVRickCaudelt
O
-'{ PsA DENvER @oos
cR# 36
Daf.c:OUl4l96
Poge I of I
Follow up
FROM: Jobn Smith- Weitz- Coha
Clarifioatiou is rcquostsd of thG following: Raainiug Walls Adjaccnt to Garage pedes&iq Entry/ Loadhg Dock
Drawing Shcet ad./or Spec Refcrcooe: sec dcsoription below
Required Resolution to Avoid Dcley: Znll96
Cost and schcdulc impact aE to b€ cvaluatEd upoo return of writtco c6ification.
Requestcdby: Weiu-Cohco
Description of Problea: l. Sht. L6 refcrmces detail 2/ll0 which indioatcs a6" curb dthe east side of the loadilg dock. El. l/A4.1
sc@s to iadicarc a reteining wsll rt thiq location Which is correct. Pleasc clarify and providc adrlitional
information. RE: l/A9.9 also.
2. Sht L3 indicares wing walls at garsgc cntry with a notc 'rcfer"to arch. drawiugs for dctar:ls'. Thesc walls
arc shown in elevatiou 1/A3.3 brx lhere is insufiicient infomratiou to describe 1hc w"tlc. Plcase olar.ry.
3 ' Elcvation shosn for retaining wall d wcst side of garage enty n 1/L7 .l is i[cogcct Plcase providc
corrcct elwation
1 Sht. .A'3 3 shows stepped rgreinirrg walls al west side of the garagc pcdcstriau cntry adjaceat to fi€
loading dock. Sht Ll indicales boulders. Shi L5 sccms to indicarc rcteining r /alls. Shtie docs uot show
eithcr bouldcrs 61 l6lsining yells. Thc oivil drawings indicate retaining o,otto. 1tL"", ,*.* and ola-ify
lhis area. Derails and s€€tions 61'the wall abovc thc pedestrian catancc to thc geragc are also nceded..
Possrtrlc Solution(s) to be cousidcrod by Designez: (anech sketch as <lcsired)
l. 6' C\ub is correct, ss showu itr det&il 2/L 10.
2. Wing wall detailing irformrtion is to be provided by architccts.
3. Elwatiou has been corrcctcd, see ddendum # 5, L7.1. Wall does not dic i o grade as origiu,elly shown, coatactor shorrld consirltcivil gradiag plaa to detrrmine how grrdc wreps round cod of waIL
!.O1thc east edge of the pedesEiaa cotanoc to the gerage, tte fhst wall is a reteining wall, EIFS surfacc, Top of wall elevatioa at19t.0, that ties iu flush with the reuining wall that runs parallel to the facc of the garage, adjacent to fte siacwelk lu ftoot of the
parking lot Tlre tertac€s abovc this wall src BOIILDEII terraccs, as shorvn on sheet L I .
l[ny derailing or section of thc wall above the pedestriao, eutry is an rrchilcstural issue. Consult arch. drawings.
Approved for Conformncc to desigtr by:Dare:
uz/ 26/ Yo 'lul\ IU: uil t A.l,
CLARIFICATION REQIIEST
GOLDEN PEAK BASE FACILITY T-522
TO: TomMayhcw/RickCaudcll
o {{- PSA DENVER @ooo
cR# 40
DaEi02llu96.
Pagc I of I
Followup
FROM: Ioh Smifr- WciE. Cohcn
Cluifrcation is rcqucsted of tho followiag: Sitc wall stotc cap dctails
Drawing Shcct atVor Spcc Rcfacnce: 3lL9
Required Rcsolr.rtiou to Avoid Deby: 2t2l/96
Desoription of Problo: l. ca thc sltehmcnl detds as showa in detsil 9/L9 be modifrcd to rebar dowcl anachcocafl Cau this bc
osed typicalty for ell stonc caps?
2. The details ud sh4c of thc sendstone oap shown in detail 3/19 co. bc cost prohibitive ro produce. Thcc4 would. hwc to bc fabricatcd io (a) dangular picces lo achiwc this shape (slopcd top diaoond
configuratioa). Can 6i-s be modificd to a more stodard shape and altcmale mareriels rxed,ic. ouc piccc
limestonc?
Possible Solutiou(s) to bc considered by Desipcr: (attech sketch rs deeired)
I . Nyloo dowcl co be rcplacod by stainless stccl dowcl, brn uot with gtoderd rebq, which could grescnt nrst problern.
2.-De sign of coh[on cqrs oo to rcmrin es dasiled in 3&9. Dcsip intenl is for cep to be cut from oac peioc of stooc. pleasc sumbir.djqtend€ !o fabrioate oap from uchircctrnal prc-cast concretc to mcct dcsip perueters aad aocuraiely match color md textnre of
otbec sitc wall caps.
cost aad schedulle imfacr sr€ to bc svaluacd rrynn retrua of writtco olaifioation-
Requcsted by: Voglcoau
Approved for Coafonetrc€ !o rlesign by:Date:
GENERAL NOT
o
E9:
2-
.ii-L DII.iENSION9 ARE TO F ACE 6 g'UD. UNLEgS OTHERJJIgE NOTED,
REFER TO ELECTRICAL AND IIECI.IAICAL DR.AIJJINGS FOR ADDTTIONAL iNFOFfiATICT.I.
REFER TO gI{EET3 AI3.1.X 5ERIEg rcR gTA\DARD I.tr{IT DETAILg.
ALL IIJOOD FR.A|IIF.IG AI\ID BLOC'KING SI]ALL EE FIRE RETARD A^IT TREATED.
:,i3t5#,+!]ERloR ELEvarloNs AlD RcF.'e rcR aDDrila{aL TNFoRr1AT|oN oN HEADERS. aRcf€aJ
:6. ALL UJALL TYPE9 ARE IYFE 4 r 16 sERIEs u.ON..'I. FROVIDE 9 I/2' FIEErcLA95 INs{ILATIOII AATT9 IN ALL u./ALLs AND CEILIhrGS G AATH ROc,-19 ITjNLESS NOTED OTI..IEQT,I5E. REFER TO UJALL TYPE9 FOR IIJALL CAVTTY INSULATION Ii,IFORrTATIAI igdU" 55tJl?t",f;'fg'Fi"trf#'#"?5lf,5t'lliiffi""?flZE#+3 EErIIEEN rrNrrs aND coFrFrct{
9. REFER TO I,/A' PLAlg (A2J AlD A2.4) FOR TIAIIT ENTRY DOOR ANO gECONDARY DOOR NIJrIEERE A\]DDESCRItTIOT{9.
1o.ALLExPo9EDeoGe5oFT|LEToEEPoLI9HEDoREuLLNo3ED|$1LE55NoTEooTFrERU|9E.
II. gEE gIIEETg AI3.1-I A{D 413.12 rcR FIREFLACE DETAILg
I?. REFEF? TO 9HEET AI@.1 F€lF ALL TUALL TYFE9 .
13. ALL GYPgtJrl @A@ INSIDE COFNERs TO BE E,oUARE.
'4 4LL GYP9UI'1 @AFID OUT9IDE CORNERS TO BE C{JRVEO I,tJtTH A ts{JLLNOgE CORNER EEAD IIJITH ARADIUS OF l' ,Or.J UJALLS ANp t/4" Ar CElLll.lCr9.
15. ALL GYPSIJI-I BOARD TO 9E 3/AT TYPE 'X".
PROVIDE CErlENl AACKEre]OARD AT ALL grcUJER U,ALLs A.lD CEILINGS AND AT ALL TUA
PRI'VIDE UJA:IER REgIETTAIT (I!R) 6YFEItrt AoA@ AT ALL OTI.'ER AREA5.
AT 5TEA|"1aND CElLlr{69-
19. RE: PROIECT i(ANUAL and INTERIOR FEATURES MANUAL for FTNISH SPECTFICATIONS.
KEY N a
IlATERIAL
5TANE'FIS)RIFG IN TRREGUIJTR SHAPE. RANDOM PATTERN.
vEla H4PLF u€P-aAoRtN'r- E asED
KEY
FLOORS
FLI
FL3
FL4
FL6
Fl8
BAgE
IN RANDOI1 IJJIDTHg
CARIET AlD FAD OVER CARPET BOARD I!+]E RE OCCURS
ior{ED |''ARDLE T|LE t2" x t?"
HONE9 NARELE TILE 6N X 6"
CERAFIIC TILE 12' x t2"
CER,AFIC TILE 6.. X A"
CERA1IC TILE 4'X 4' -
r'lNYL COIIFOS|T|ON TILE
ON FIASTEF BATH gI.]ANER FLOOR
ON EUNKROOIi 5|{O!JER FLOOR.
i2" x 12"
IJ.JOOO OASE 'l l/4" r1lGr{. NORT|-rER! glLvER -jF'._=
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From:
4eF2522
o
|,'lEr rz-LuhEN CUNST CO - A222t9?A4793t NO.458 D15
91o - 41't '3t+8
Weitz€ohen Constrrction ComPanY
t4e LFrr sil.t. st tq?v) ffi;R"g**Ft. 3ca{co{Ee
We are sending , g page(s) including this page.
gfq ywr mdrw ld conrrrnt flrot pqr rpwal
flt r4rlA
f,5713 lur C.nlor Drl}t, gila 910cobrs $rilp. co 80e18Coltrd $rfr$, COP!rr: 71iD{{l€001Fc il3{r€400€
trn
Remarks:
rcr tutf gl.
For yur hlbrnrlbn n
FAX TMNSMITTAL IIcrre:41J&-
Hard CoPY tr wilU gltm not ffi
, 83/8?/96 L3tg4 |^jEiTZ-COHEN CONST CO ) AAZLg?a4?g3t
v
4e,P2522o . NO. A58 DL6
@CG'HEtr|I
qOI.DSI PEIA BASE
'ACI!IA:fI{EITZ.COEEI PN,OJECT *T522
DRAWIITO IIST
02/2e/96
CiviL Drawings
4..\-l - \-zc3-c5
i1
c8
c9
cxl - c15
a1 a
c:.9
wzv - uzl
lzz - uz5
c24
Landscape Drawings
T.1
I-,3-L4
rJo _ !o.r
l,? .1
Ir8
I.',9 - I/10
LT2
T.1 2
ADDENDUM #L 02/02/96
ADDENDIJM #5 02/26/96
ADDEtrDr,tM #t 02/02/96
ADDET{DIIM #6 02/26/96
ADDENDUM #t 02/02/96
ADDENDUM #6 02/26/96
ADDENDTJIT *! 02/02/960t/L6/96
ADDEITDTJT'| *t 02/02/ 96
ADDE!{DUM #6 02/26/96
0r/25 /95
ADDEIIDTJM *t 02/02/96
ADDENDT,TM #5 02/26/96
ADDENDUM #6 02/26/96
ADDETIDUM #t 02/09/96
ADDENDLM #6 02/26/96
ADDENDTM #L 02/09/96
ADDENDUM #L 02/09/e6
ADDENDUM #5 02/22/e6
ADDEI{DLM *t 02/09/96
ADDEDNTJM *! 02/09/e6
ADDENDIJM *T 02/09/96
ADDENDUM *5 02/22/96
ADDENDLM #6 02/26/96
ADDENDTM #L 02/09/96IJ14 ADDENDUM #1 02/09/.96 REISSUED-NOT REVISED
02 /26 / e6IJls ADDEIIDrJM #t 02/09/9511 - 13 ADDEND(M #1 02/09/96 RETSSUED-NOT REVISED
02 /25 / e6
SerucEural" Drawings
s1 - s8 ADDEIIDW #6 02/26/96s9 0t/L9/96 RETSSUED-NOT REVTSED A2/26/96s10 - s11 ADDEIIDIJ}I! *6 02/26/95s12 - s14 0L/r9/96 RET6SLED-NOT REVTSED 02/26/96
s1G - S2G ADDEIIDIJM #6 02/25/96
s3G - S4G 01/r9/s6 RETSSUED-NOT REVTSED 02/26/96s5c - s6G ADDEITDUM #6 02/26/96sEs:- 0L/L9/e6 RETSSUED-NOT REVTSED A2/26/96
. A3/8?/96 L3:A4
@!DEg FE.II B.I^88 ITCIIIII?
rrErTz-coEB[ EtoitEet *T522
DITHINO IJTST
02/29 /95
PG. 2
e,rchit,ecE,ural Drar,rings - Core anCt She11
t^rETcoHEN C0NST co ) A2azL9?a4?93L4ap2sz2 NO.ASE AL?
@!(]EDIIhI
A0. 0
A1 .2
A2.1 - 42.7
A3.1 - A3.3
A3 .4
A4.1 - A4.3A5.1 - A5.4
.A5.1 - A6.3
A7.1 - A7. 5
A8.1 - A8.2
49.1 - 49.3
AIV. J
'/aLv.a - J+rv,J
AIU.'} - AIU. /
AJ-I , J. - AIJ. .I*
ALl .L
Communication Arcs
cAl .1
cA2 .1 - CA2 .3
cA3 . l, - cA3 .3
cA4.1 - CA4.6
cA5.1 - eA5.15
LA5.IO
cAs.1? - cA5,18cA7.1 - &7 .2
Food Service Drawings
FSl - FSs
FS5
FS5A
01,/te /96
ot /19 / 96
0L/Le / 96
ADDENDUM #6 02/26/e6
ADDENDUM #6 02/26/96or/t9 /96
oL/Le /96
0L/t9 / 96
A.DDENDTJM *6 02/26/96o1/te/s6
ADDENDUM #5 02/26/96
ADDBNDUM *6 02/26/96
ot/te /e6
ADDENDUM #5 02/26/96
01,/L9/96
ADDENDIIM #6 02/26/96
ADDENDUM *6 02/26/96
ot /19/9602/06/96
02/05/96
02/06/96
02/05/e6
02/06/96
02/06/s6
02/06/96
- Int.erior Flntsh Drawings
ADDENDTJM *6 02/26/e6
ADDENDTJM #6 02/26/96
OMITTED - Refer Eo A].l serieE
ADDENDUM #6 02/26/e6
ADDENDTJM #6 02/26/96
OMITTED - Refer Eo A1r. series
A.DDENDIM #6 02/26/96
0:,/Le / 96
L2/ta/9s
LL/27/9s
o8 /3L/ 9s
ArchlLect.ural Drawlngs - Condomlnlum Fj.nishes
413 . 01
413. X0
A13 .20
413 .30
At 3 .40
A13 , s0
AJ.5 . bU
e,13.71
- 413.02- 413.14- Ax3.24- 413.34- 413.44- A13.54
- A13 .54- A13.73
drawinge
drawlnge
a3/8'?/96 L5t 44 UEI |Z-COHEN CONST CO + A222r9?A4?93r
COITDEII DIft BISE tACIt ItY
nEr"z-eOEElr DBO,JBCT *T522
DntHfNC IrIST
02 /29 / 96
PG, 3
Food Service Drawlngs - Cont,'d
48,P2522
o NO.858 tr18
FS7
FSTA
FS8
FSSA
FCe
FS9A
FS10 - FS12
LL/27 /96
08 /3r / e5
LL/27 / 95
0e /3L /e5
tL/27 /95
08 /3L/ es
L2 /L9 / 96
Mechani cal /Plumbing Drawings
M1 .L -
M2.I -
M3,1 -
M4.1 -
trlg ,7
M4.8
M13 .11
M13 . 21
M13 . 31
M13 .41
M13 .51
MX3 . 61
rr .l -
E'. L -
P3,2
P4.1 -
M1 .2
M2.5
M3.2
M4.6
ot/Le /e6
09 /ts / 9s
oe /t5 / es
oe/L5/95or/rs/e6
ot/Le / e6
0L/t9 /96
0i./19/e6
07/ t9 / 96
oLhe/e6
ot/19 /e6
ot/Ls /96
ot /t9 / e6
ot/ 19 / 96
oL/te /e6nl /10 /a4vLt ^-t rY
- Ml3- M13- M13- M13
- Ml I
- M13
Pl .2
D'q
.t2
-22
.52
.42
.az
.62
P4.4
Electrical Drawings
81.1 - 81 .4
82.1 - 82.5
l95.L - E5.a
811.1 - E11.4F.tz.r - 8']-2,3
Specificatlons -
SpecificaEions -
Inuerior F1nl8hes Manual
.e.ddendum #t 02/t9/95
Addendum #2 02/t9/96
Addendum *3 02/L9/96
0t/L9 /e6
ot /L9 / 96
0t/ Le / 96
ot/L9 /e6fi/Le/e6
Core and Shell
Condominiurn Finiehee
ADDEIID(M
ADDBNDTJM
TDDEITDUM
02/26/95
a2/26/96
02/26 /96
*5
*6
#5
1 l,3./4(/!6 lJ:U5 lrrB I lZ-CUflEN CUNS I CO + g'2j22L97?4?93L
-
CIOLDET DTA,I' DISB 'ICIIITCrEItZ.COEIlt DrOitEel *1532
DRAWIXO I.|TST
o2/29/95
PG. 4
Addendum *4 02/L9/96
Addendum *5 02/22/96
Addendum #6 02/26/96
NO. A5g 019
@!C:CI}IIN
4e,P2522
o
g3/87/96 13: g5 tJE I |Z-CUHEN CINST CIJ + V222LY'/44'(93L NO. rZ'59
€oLDEN EEAI EASE IACIITIIY
I0EIEZ.COBE}I PBOiIECT *T522
ADDE!{DOU gUtoilARY/ COrffiNTg
02/25 /96
.e,DDEllDnlt *1 02 / 02 / 96
-Revl6es all ciwil drawlnge per bhe Addendum #1 narracive.
These ilrawlngs were previously distribut,ed with rerriued
Landscape drawings noCed as revised per Addendum #1 '
-sheecs c3 - c6, c8, cxo and C19 have been reiseued per
Addendum #6,
-A11 Lrandscape dravrlngs have been reissued per Addendum #6.
e.DDEllDnU it2 02 /!9 / 96
4AP2J22
o
-Revises all Landscape drawings per Ehe narraEive however,
tiEle block indicaEes urevisions 02/09/95 - Acldenclum #1"
were diFEribueed as parE of Addendum #1 .
-Land6cape d.rawings L14, 11 , 12, and 13 were not reisgued vti-gh
addendum #r drawiigs (or eddendum #2 as per the narracive) lrut:
have subsequencly- been reissued wiEh Addendum #6 reviseqi
Landscape diawingi wish ,'revision O2/09/96 Addendum #1" noLed
in t,he citle bf ock.
-Addresses w/C Clarificacion Reguests #1, 3, 11, t2' !4, ,-7,
L9 and 24 and are incorporated inEo uhe conEracc documenEF,
ADDETTDW *3 02/].9/96
-Incorporares clarificaCions/rewislons Eo__thc St.ructu:af
drawin-gs per leE,ter issued by Monroe and NewelL dat,ed 0t/3L,/96
and pieviousty distributed by weitz-Cohsr prio.r co:lle
issua-nce of this addendum. These revisions have subsequen[ly
been incorporated inE,o the strucLural drawings per Addendum f5
revisions.
-rncorporaEes response co lflc clarificaEion Request #18' "bisinformaEion has 'subseguenEly been incorporated 1nt,o Ehe
sErucEural d.rawinEs per-eddenaull 65 3gwlslons (the spacing Of
che masonry clip ingies @ 4'-0" O.C. pef deCa-il 13lSB r,cas not
noted in tile re-viseb d,rawings however/ but shaLl apPly) '
.ADDANDTD( *4 o2/t9/96
- Adds condominium Interior drawlngs and specificatlone. Tthe
condominium gpecificauions have eubeeguenEly been reissued
,,irtr revtsions' per lddendum #6. Drawlngs are daEed 02/06/96
and do oog "ho*'ievisions per Addendurn #4 but are incorporaEed
into t,he Contract DocumenEe under Ehis addendum'
the
:rnd
4J/V l/t6 1J : Utf l.!E i I Z-CUHEN CONST CO r A222I9?A4?93L 48,P2522o NO. A5B
C!C'HE[iI
COI.,DEN PE.},X BASE FAETI.,,Tn|
IIEIEZ.COITEII PROJECI *T522
ADDErirDgt{ smd^Ry/coroclflls
02 /28 / 96pg, 2
A.DDETIDr]X *,t 02/t9/96 Cont,'d
-The dravrlng lisE. incLuded ln thie addendum lncludes referenceto sheec A10.10 but is noc included in t,he drawings provided.Ir 16 assumed that thls ls a typographical error and thac Lhereference should be A1 3.10,
N)DnrDnlr l+5 02/22/95
-Incorporates response tro w/c quest,ions 1 - 10, datecl
oL/26/96.
-Inporporates response !o w/C Clarlflcat,ion Regue6t, #15 whichclarifies window types, deeignaEions, Iocat,ione and 6izes andis incorporaE.ed into the ConCracE DocumenEs
-Revlses IJandscape drawings L1, L3, L4t L,6.lt L'l , L8, IrLl andL'12. These drawings have subsequent,ly been reisEued wiE,h
Addendum #5. Revisions per Addendum #5 and .eddendum #6 haves
been lncorporated int,o the complete Landscape drawing packirge
to be issued per Addendum #6.
A.DDEITDUX li5 02 / 26 / 95
-Revlses Civil drawings c3 - C5, C8, C10 anct C19. 'f,henarrative of t,his addendum 11scs all Civil drawings as ber.ng
reiEsued but only those drawings wlth revisions shal1 bediscributed.
-Revises r,andscape drawlngg IJ1, L3, L4, LB and L12. SheeEs7L, 12, and 13 are not listed ln the Addendum #6 narraUive or
che Addendum #2 narraEi.ve buc are included wlLh Addendum #6and are noEed as revised 02/09/96 Addendum #1 and are
incorporated into Che Cont,racE Document,s.
-The Addendum 95 narrative lists drawings r.2, l'5 - Ir7.1, L9 -
L1l and L13 - L15 a6 t'reigsued ttlt,hout. reviEiong'r however,
sheeEs L2 and IJ11 are noted with urevlslons 02/09/96 Addenciumgtu and are assumed to be accurat.e as issued. AIBo, drawltrgs
IJ5.1 and L7 are noUed with "revlslons 02/09/96 Addendum #1"and "revisions 02/22/96 Addendum #5" and are a8sumed to be
accurate as iEsued. In sumnary, all Landscape drawlngs shall
be reissued with this addendum and shall represenE Ehe current
lceraE,i.on of thls scope of work.
a3/@?/96 13:66 t^'E5c0l€N coNsT c0 -' a222L9?s4?9sL4w2s22 N0. asg
EECG}IEN
v11
OOI.DBN DEAX EASE FACIITITY
wErtz-eoBtlt DRoitEcT *as22
^lDDEtlDIru Bulo|eRy/coEnrr g
02/28 / e6pg' 3
IDDETTDUII {15 02/26/96 conE'd
-RevisesSEruccuraldrawlngsg].-58,S1O,St'l,SlG'S2Gand
S6G. Sheee SlC is not llstEd in Che Actdendum #6 narracive but
"fro'"s ie.rislons per Addendum #6 an(l is considered t'o be
incruaea in c,he- addendum and is part of che congracE
DocumenEs.
-SErucEura1 alrawings 51, Sx? - S14, S3G'. S4G and SBsl are
fliita in che addendum narratlve as reissued withouE revlsione
and wl1l noE be dlstribuced-
TheEecommencsandclarlflcationsshallservea6anaccuraEeilciesensaclon of the revlsions co the contracE Documenss as
a;E;;ffi;- in tnJ addendums listed above in addieion Eo Ehose
i;;i;a;d-in che .'"iio"s addendums and shal1 be incorporaced lrrco
ehe conEractr poc.t."tts wirh equal force aE uhe addendums
chetnselves.
February 19, 1996
ADDENDTM#3
to the
DOCUN,GNTS OF CONSTRUCTION
ISSUED TO:
FOR:
ISSUED BY:
ATTENTION:
All Plan Holders ofRecord
c./o Weitz-Cohen Construction Company
899 Logan Steet, Suite 500
Dcnver, Colorado 80203
Golden Peak Base Facility
Vail. Colorado
Architect's Project Number I 8043 . OO
Pierce, Segerberg & Associates, Architects:
1000 S Frontage Road West
Vail, Colorado t1657
This Addendrm #3 in its entirety shall modi& and become a part of the contraa
Documents: ALL parts of the original drawings dated 0l/19/96, and project
Manual dateA Oll22/95, and previous Addendum #i and Addeudum #2 dated
2/19196 shall remain in fuIl force wrth the following additions incorporared:
1- Struaural Drawing Clarifications for Addendum #3.
8t/2" x 11" reproductions of the Strucnual Ciarifications, dated
Jarnrary 31, 1996, as previously issted *ith Items i: ttuough Item 53;,
are hereby reissued for incorporation into the Construction
Documents (see attachment).
2. StructuralClarificationDrawings:
tVz" x I l" reproductions of the origlnsl drawings (see drawing list
bclow) are hereby reiszued for incorporabon into the Consrruction
Documents with revisions dated Z/ 1196
Drawing List (2/l/96);
scDl, scD2, SCD3, SCD4, SCD5
Pial(a, Segerbe.g & Arso(rares
Archne<ts. PC.,i.t.A.
Marn Oflice
1000 5. Fron@ge Rolo \ t
varl. CO 9r557
lir{ 970 i75 4608
pnore 970 .t75 .i-l3
One Tabor Ca.icr
| 2m se/enreeri3 5.-
S..ltc 5 r !
Denver CO 50?.02
,bi(: l0l 521 ::32
lnane tvt .ttJ ::>)
Page2
ADDEI{DUM # 3
February 19, 1996
3. StnrcturalClarificationDrawings:
t7z" x 11" reproductions of the original drawings (see drawings list
below) are hereby reissued for incorporation into the Construltios
Documents with revisions dateA 2/ 12196.
Drawing List (2/ lZ / 9 6) :
scD6, SCDT
4. ClarificationRequests:
tVz" x|1" reproductions ofthe original clarification requests, CR#lS
and CR#19 dated2/14/96, are hereby reissued for incorporarion into
the Construction Docume:nts with responses as noted.
.qll other terms, conditions and instructions of the Contract Documents remain unchanged.
NOTICE: Receipt of this Addeodum must be acknowledged in your bid. All bidders shall
list the following on a cover letter included in their proposal:
"We ackaowledge the receipt of Addendum #3 and have included all associated
, items in the following proposa.l."
EI.{D OF ADDENDIIM#3
6:*a\o" ff tz"
LYEETICAL
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Denvff, Colorado
vail, C-olorado
Monroe & Newell
Engineers, Inc.
Structural Drawing Clarifications for Addendum #3
Project Golden Peak
Project No. : (M&N#2790)
Date: January 31, 1996
To: Pierce Segerberg Architects
Attn: Mr. Tom Mayhew
i000 South Frontage Road
Vail. CO 81657
Item 1: On drawing S 1, Grid D-1, E-1, provide typical 4" concrete siab-on-grade
at Stair #4 and transfonner area.
Item 2: On drawing S 1, Grid G-10.5, top of concrete at loading dock = 194'-0".
Item 3: On drawing S1, Grid A-10, top of footing = (191'-0").
Item 4: On drawing S I, Grid J-6.4,H-9, Re: SCD1 for layout of pilaster at end of
Stair #5 and Stair #6 sidewall.
Item 5: On drawing 52, Grid E2.5,E-2 to G-2 and F-2.5, delete floor beam 87 and
delete step in top ofconcrete.
Item 6: On drawing 52, Grid F-3 to H-3 and F-3.1, provide 87 floor beam and
step top of concrete at west face of columns.
Item 7: On drawing 52, Grid 8.5-7, delete slab penetration.
Item 8: On drawing 52, Grid H-9, edge of siab shouid extend 1'-1" nofth of Grid
H between Grids 9 and 10.
Item 9: On drawing 52, Grid F-3.5, provide penetrations in slab adjacent to rrash
chute Der mechanical.
1660 Seventeenth St. - Suite I01 . Denver, Coloraclo 80202. (303) 623-4g27 . FAx (303) 623-6602
Item r0: on drawing s2, Grid F.z-5-s,provide type Bg concrete floor beam belowentry.
'Item 11: on drawing s3, Grid c-l to D-r, refer to sheet 54 and 55 for stub columnlayout at edge of slab.
rtem 12: on drawing s3, Grid B-7, aad B-7.9, provide ',SCr" columns as shown onSheet 54.
Item 13: on drawing s3, Grid D-3 and D-6.4, column label should be ..sc4,,.
Item l4: On drawing 53, Grid D4, coiumn label should be ,.SC3,,.
Item 15: on drawing s3, Grid D-10.5, 3'-11" dimension should be 4'-7-.
Item 16: on drawing s3, Grid F-10.5, 3'-1" dimension shourd be 4'-0,'.
Item 17: on drawing s3, Grids E-10, F-6, and G-r0, top of concrete cap slab should
be 219'-9". Refer to Note l l/S4 for cap slab composition.
Item 18: on drawings3,GridF4, derete ropofconcretecaroutof23r'-9', at
elevator #1. Refer to Sheer 54.
Item 19: on drawing s3, Grid J-l and J-10, delete ..SCl" stub columns along
diagonal floor beam.
Item 20: On drawing 53, Grid J-4, coiumn label should be ,,SC3,,.
Item 21: on drawing s3, Grid J-4.3, provide (r) "sc1" up column for loft above.
rtemZ2: on drawing 54, various Grids at sides of rarge dormers, delere double up
columns supported by bent beams.
Item 23: on drawing s4, Grid c.g-'r.3,refer ro SCD2 for revised floor beam layout.
rtem24: on drawing 54, various Grids near mechanical penenations in floor deck,
provide W8xl0 beams at 4 sides of all mechanicai penetrations not shown.
Item 25: on drawing s4, Grid c-10, provide wg x r0 beam with rype A embed
plate between column and Stair #2.
Item 26: On drawing 54, Grid E_6.4, provide ,,SC2,, up oniy column.
Item27: On drawing 54, Grid G.6_g, Section label should be g/S9.
Item 28: on drawing s5, Grid D.4-3,wrz x 33 should be w10 x 33.
Item 29: On drawing 55, Grid 84, delete down column.
Item 30: On drawing 55, Grid E-2,F-Z,W)Z xZ|should be Wg x 10.
Item 3l: on drawing s5, Grid D.4-7 .r,D.4-7.9,E.4!t .r, w10 x 53 should be
W10 x 33.
Item32: On drawing 55, Grid F4.6,G.54.6,H4.6,rop ofsteei = (230,_ 3 3/4-)
should be (230, -3 I/2").
Item 33: on drawing s5, Grid F.64.6 and F.6-6.4, refer to scD3 for revised roof
framing at shed dormers.
Item 34: on drawing s5, Grid G-6.4, Section label 2/s 14 should be 3/s 14.
Item 35: On drawing 55, Grid C.5-5, W10 x 49 should beWl4x22.
Item 36: on drawing s5, Grid C.5-5 and c.5-6, wr4 x 22 beams shouid be rocated
3" off grid towards interior of opening. Provide doubie angle connections
at each end.
Item 37: on drawing s5, Grid c-5, c-6, D-5, and D-6, "sc2" srub columns should
be located 3" north of Grid C and 3" south of Grid D and supported by
W14 x22 beams.
Item 38: on drawing 55, plan Notes, add note 12, "Re: Section r 1/S9 for framine
around roof penerarions greater than i2" diameter.
Item 39: on drawing s5. I, Grid c.5-10, eave beam should be wl2 x 14 (244,-g,').
Item 40: On drawing 55. l, Grid D-7, refer to SCD4 for framing at skylight.
Item 4l: on drawing S5.1, shed Roof Framing plan, "SC1" down column ar upper
right side should be an .,up" column.
Item42: On drawing S1G, Section 1,4, and 5, tateral reinforcing in bottom of
footing shouid be #5 at 12" o.c.
Item 43: on drawing S rG, section g, lateraj reinforcing in bottom of footing shourd
be #5 at 9" o.c.
rtem44: on drawing s2G, Grid H.2-l l, width of fooring should be 5'-0,' with
dimension string = Z'-1" + 10" + 2'-1".
Item 45:
Item 46:
Item47:
Item 48:
Item 49:
Item 50:
Item 51:
Items 52:
Item 53:
On drawing SzG, Grid F.8-14 and F.g-15, delete g" CMU walls and
thickened slab below. Provide concrete curb as shown on Architecrural
drawines.
On drawing S5G, Section 9, provide #5x 8'-0" vertical at 12" o.c. ar face
of wall opposite Pc DT bearing seat. center #5's verticaly at bottom ofDT. Provide #4 horizontals as required. Re: SCD5.
On drawing S5G, Section 9, refer to SCD5 for embed plates.
On drawing S6G, Section 7 andg,provide embed plate ai top connections
of DT to cast-in-place wall, 3/8" x 6" x 6,' with (2) 3/4" diameter X 6"
H.A,S.
On drawing S6G, Section 7 and9, provide #5 x 8'-0" vertical at 12" o.c. at
face of wall opposite Pc DT bearing seat. center #5's vertically at bottom
of DT. Provide #4 horizontals as required.
On drawing S6G, Section 7 and 9, Re: SCD5 for embed plate
requirements at PC DT bearing seat.
On drawing 52, Grid E.5-5.5, provide "SCl" up columns and Type Bl0
floor beam below columns.
On drawing 52, Grid E-6 to F-6, provide Type B l0 concrere beam in floor.
On drawing 52, Grid F.5-5, rype B7 concrete beam shouid be type Bg.
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DATE:
TO:
FROM:
RE:
ADDENDUM #4
FebruarY 19, 1996
All Plan Holders of Record
do Weitz-Cohen Construction Company
899 Logan Street, Suite 600
Denver, CO 80203
Pierce, Segerberg & Associates, fuchitects;
Golden Peak Base FacilitY
Architect's Projea Number I 8043.00
Pie(e. Segerbeq & Assocares
Ar$(ec!s. PC..AlA.
Marn Oflice
l00O 5. FronraSc Road W
va . CO 81657
iox: 970 a7 6 +608
pholtc 970 476 ++13
(Jne taoor Lenter
l2m Seventeenb 5l
Sur(e 5 i5
Denec CO 80202
for: JvJ 6tJ tz6t
onone: 103 523 I155
ATTENTION:This Addendum /14 in its entirety shail modify and become a part of the
Contract Documents: AII parts oithe original drawings dated 01/19/96' and
Project Manual d^ted OU2;/96. and previous Ad-dendum #l ' Addendum #2'
-d.ada*a..'#3dated2l:Iil96shallremaininflrllforcewiththefoilowing
additions incorporated:
i. Base Package; Condominium Unit Interiors:
30" x 42" blueline reproductions of the originai drawing dsee drawing
list below) dated'ZtdD6' are hereby issued for incorporation into the
Contract Documents. The information provided on these drawings is for
the condominium units oniy, and is in addition to the Core and Shell
package drawings dated 1129196'
DRAMNGLIST (2/6/96):
Al0.lo A13.20 A13.30 Ai3.40
A13.11 A13.21 Al3.3l A13 41
1^r3 .12 Al3 .22 Lr3 .32 Lt3.42
A13.13 A13.23 A13.33 A13.43
A13.14 A13.34 A13 44
A13.50 A13.60 A13.71
A13.51 Al3.6l A13'72
A13.52 l\13.62 Al3'73
A13.53 A13.63
A13 54 A13.64
2. Base Package; Condominium Unit interiors:
30" x 42" btueline reproductions of the original drawings (Al3'01'
A13.02, Al3 24) are hereby reissued without revisions'
Page 2
ADDENDUM#4
February 19, 1996
3 Base Package; Condominium Unit lnteriors:
-
8 Vz" x 11" GBC bound reproductions of the Project Manuai dated
215/96, arehereby issued for incorporation into tf9 Contract Documents'
The #ormation provided in this projecr Manual is for the condominium
units only, and is in addition to the Core and Shell Package Project
Manual dated Ll2A96.
All otier terms, conditions and instructions of the contract Documents remain unchanged'
NOTICE: Receipt of this Addendum must be acknowledged in your bid. All bidders shall list
the following on a cover letter included in their proposal:
.We acknowledge the receip of Addendum *t4 and have included all associated items
in the following ProPosal."
END OF ADDENDI]M #4
February 19, 1996
ADDENDUM #2
to tbe
DOCIMENTS OF CONSTX.UCTION
ISSI.IED TO:
FOR:
ISSI/ED BY:
ATTEN-IION:
Par(a. Seg:oerg & Ajjo<t.(es
Arcn(ecls. PC..A.t.A.
lYa|n Ofri(e
1000 S. F.a.ruEc Road W
varl. CO 81657
2:974 476 ia08
r/ifi.:970 476 +4ll
One Tabor Cente:
I ICO S6.€nre€d(h S!
sutle i l5
f :n'er: CO 301C2
.': l0l 6:t ZtS2
.-tr.: l0l 62i .il5 5
All Plan Holders of Record
c/o Weitz-Cohen Coostruction Company
E99 Logaa Street, Suite 600
Denver, Colorado 80203
Goiden Peak Base Facility
Vaii, Colorado
Architect's Projea Number I 8043.00
Pierce, Segerberg & Associetes, fuchitects:
1000 S Frontage Road West
Vail. Colorado t1657
This Addendum #2 in its entirety shall modify and become a part of the Contract
Documents: ALL parts of the original drawings dated 01/19/96, and Project
Manual dated 01122196, and prwious Addendum #l dated 2119/96 shall reman
in fuIl force wrth the following additions, changes, clarifications, aod revisions
rncorporated:
I . Landscape Drawings:
30" x 42" blueline reproductions of the original drawings (see drawing list
below) are hcreby reissued for rncoqporation into the Coostnrction Documents
wrth revisioos dzted 219 195.
Drawxlg List (2/9/96)
Lt, L2, L3, L4, L5, L6, L6.1, L7, L7 . t, L8, L9, L I O, Lt 1, L12, L I 3, L 1 5
2, Landscape Specification Items (Project Manuai):
Refer to Division 2, Sitework, and make revisions to the fol.lowing secrions
as noted on the 8%" x I l " attacbment.
A. Section 02515 - Uoit Paving, Part2 - Products, Sidewalk PaversB. Section 025 15 - Grass Pavers (Secdon 0215)
C. Section 02521- Concrete paving, part Z- products- paragraph 2.03-BD. Section 029J3 - Seeding, Part 2 - Products, Paragraph 2.01, A.i
Page 2
ADDENDi.IM #2
February 19, 1996
E. Section 02934 - Sodding:. pu;t Z -products, paragraph 2.0l, A. 1Section 02934 - Sodding, parf Z - produas, f aragraptr 2.01, C.Section 02934 ^ Sodding, part 3 _ Execution, paragraph 3.01, A.
3. Additionai Items @xhibit ,,A,,);
tvzx rr" reproduction of the Landscape Exhibit ,,A,, (dated z/g/96)is hereby
iiTi.i:"T:s1a15,".* only, and is not intended to become . il;',fre uonrract L,ocumetrts (see anachment).
4. Responses to Specific euestions (Clarifications):
8Vz" x ll" reproduction ofthc Landscape clarificauons (Issue I rhroughIssue 7) and dated uz/g6, are hereby iss""a [. incorporation into the. Construction Documents.
S Affenium Summary for Laadscape Drawings and Specrfications;
8vz" .x I I" reprroduction of the Lanjscape Addlndum Summary (dated 2/9/96)are hereby issued for information purposes onjy, and are Eot intended tobecome part of the Contract Documenis lsee attachmenr).
All other terms, conditions and instructions of the contract Documents remun unchanged.
NoTICE: Receipt of this Addendum must be acknowledged in your bid. All bidders shall listthe following on a cover letter included in their-proposal:
"We acknowledge the receipt of Addendum #2 anrt have included a.ll associated itemsm the following proposal.',
END OF ADDEND(M #2
DesignWorkshop
Addendum Summary for Lan Drawings & Specifications, Sh
o
eets L 1- 115 t LlqhO
o
dscape
Addendum Items
Sheet Ll- Overall Site Plan
1. Chair 6 wall has been shi.fted north to allow room for existing electrical vault. Reference civil dwgs
for location of vault
2. The Manor Vail path that connects to Vail Valley Drive has been restored to drawing. This path will
tie into renovated road with a depressed curb- Reference civil drawings
3. Hcap lamps have been added in front of the main skier drop-off are4 and in front of the main bus
drop-off.
4. The small "stub" to the path up the mountain (east of chair 6) has been deleted.
5. All site lighting symbols have been removed from this and all other L-series plans. All site lighting
information is contained on the electrical site plan by Riviera.
6. The snow curb has been removed immediately west of the chair 6 retaining wall.
7. A6'standing curb has been added along the Vail Valley Drive sidewaik between the entrance and
exit ofthe skier drop-offparking lot.
8. Fire hydrants have been located on plan for reference only.
Sheet L2- Landscape Demo and Relocation Plan
1 . Note has been added to drawing that negates the information on this sheet. If any tree relocation is to
occur, it will occur after VA has determined that it is logistically feasible, and the maner will be dealt
wit! at that time. There is no tree reiocation included in the bid set at this time.
Sheet L3- Layout Plan- Zone I
1. Typical expansion joints have been identified
2. Fire hydrants have been located for reference only
3. Various dimensions have been slightly adjusted- will have no impact on cost, for clarification only.
4. Additional detail callouts added for clarification
5. All site lighting symbols removed from drawing
6. Legend/ general notes added to sheet
Sheet L4- Layout Plan- Zone 2
l. Various dimensions have been slightly adjusted- will have no impact on cost, for clarificatiou oniy
2. Additional detail callouts added for clarification.
i. The small "stub" to the path up the mountain (east of chair 6) has been deleted.
4. Chair 6 wall has been shifted north to allow room for existine electrical vault. Reference civil dwqs
for location ofvault
5. Hcap ramp has been added in front of bus shelter
6. Painted crosswalk from existing Manor Vail walkway across Vail Valley Drive has been removed.
7. Hcap ramp has been adjusted to allow for pedestrian traffic crossing Vail Vailey Drive at the existing
Manor Vail crossing point (although no crosswalk striping is provided)
Sheet L5- Enlarged epres SkiJout Plan
l. Various dimensions have been slightly adjusted- will have no impact on cost, for clarification onlv.
2. Additional detail callouts added for clarification.
3. Snow curb from end of ramp east to chair 6 retaining wall has be en removed.
4. walkway behind Apres Ski Terrace planter has been widened from 10, to l2'.
5. Pedestrian gate at north edge of Apres Ski Tenace has been widened.
Sheet L6- Enlarged Layout Plans
1' Various dimensions have been slightly adjusted- wiil have no impact on cost, for ciarification only.
2. Additional detail callouts added for ciarification.
3. Small planter has been adjusted within Condo Courtyard. Clarification that this planter is bordered
by a 6" curb, not a wall.
4. Reference added referring design of condo driveway to civil drawings
5. Score and expansionjoint patterns in colored concrete paving clarified
6. Mill Creek Plaza design has been completeiy changed.
Sheet L6.l- Site Wall Type and Guardrail Reference ptan
I' Due to confusion expressed in questions regarding the type of wall surfacing and the extenr and type
of guardrail and handraiis, this sheet has been added in its entirety, and calls out the wall treatment and
guardrail location for every site wall not covered by the architectural drawings.
Sheet L7- Site Elevations
L Detail 3,L7-Top of wall elevations have changed and location of "scallops" have adjusted to gain
200' site distance east along Vail Valley Drive.
Sheet L7.1- Site Elevations & Sections
1 . Detail I, L7 .l- detail keyout corrected
2. Detail 3, L7.1- detail keyouts corrected, walk width widened to i2'
3. Detaii 4, L7 ,l- detail keyouts corrected, guardrail removed
Sheet L8- Site Paving Details
1^ Detail 4, L8- revisions made to conc. unit paver crosswalk
Sheet L9- Site Wall and Column Details
1. Detail I, L9- elevation reference added, waterproofing note added
2. Detail 2, L9- 6' curb added to cross-section of skier drop-off lot wail. other revisions made.
3. Detail 3, L9- waterproofing note added
4. Detaii 4, L9- waterproofing note added, revisions made
5. Detail 5, L9- waterproofing note added, revisions made
6. Details 6 &9,L9- waterproofing note added
7. Detail 8, L9- removed in its entirety
Sheet L10- Site Stairs
"nA
Uirlt"it,
I . Detail I, L l0- Expansion joint note added
2. Detail 2,L10- Expansion joint note added
3. Detail 3, Ll0- Expalsion joint note added
4. Detaii 6, L10- Added in its entirety- detail is of staircase on north side of Children's Ski School
building.
Sheet Ll l- Site Fences & Railing Details
l. Detail 4, Ll l- Dimension of gate adjusted
2. Detail 2, Lll- Note added regarding minimum coverage of conduit below grade
Sheet L12- Planting Plan Zone I
l. Incorrect plant abbreviations corrected as follows:
IVSB: ruSB
ACEP= ACPS
ACER= ACPS'PAST: PACT
VINM= (this abbreviation was reported to us as missing, but we could not find it on the
plans?? There should be no WNM)
2. Landscaping was removed from conflict areas at the fire hydrants and at the FDC connection.
3. Trees along the top of the chair 6 retaining wall have been moved to the bottom of this wall.
4. Trees along east wall of main structure have been " loosened" . . quantity remahs constant.
5. Grass rings have been called out in two areas to provide stability during times of snow storage
5. Fescue seed has been called out in one area on top of planting structure. Refer to specifications,
which have also been amended regarding this new turf.
6. Landscape design at Mill Creek Plaza has adjusted
7. Landscape design at entrance to skier drop-off lot has slightly adjusted to allow room for fire hydrant
and project entry signage.
8. Note regarding relocation of trees on west end of proiect has been removed.
Sheet Ll3- Planting PlanZone2
l. Trees aiong the top of the chair 6 retaining wall have been moved to the bottom of this wail.
Sheet Ll5- Planting Details
1. Note added regarding location of different sizes of pICp (spruce) across site.
tr. Specification Addendum ltems
i. section 02515- unit Paving, Part?- Products- concrete unit paver spec. has adjusted.
2. Section 02515- Grass Pavers- This section has been added in its entirety
3. Section 02521- Concrete Paving, Part2- Products- Paragraph 2.01-8- PSI has been raised to 4000 PSI at 28
daws
4. Section 02933- Seeding, Put 2- Products- paragraph 2.01 .A.3- Fescue seed mix added.
5. Section 02934- Sodding, Paft2- Products- paragraph 2.01.A.1- Specification adjusted.
Paragraph 2.01 .C' Specification adjusted. Part3- Execution, Paragraph 3.01.A- paragraph added.
IU Additional Addendum Items
Exhibit "A" in this packet is a reduced plan showing the top of wall elevations for all site walls (non-
architectural). This information is for clarification only, and supersedes any other information concerning the
same issue- This data will be rolled into the civil site grading plan for the final construction package.
fV. Responses to Specific Questions Receivgd (from fax on 2-2-96, from Rick Caudell)
Issue I . - Concrete patterning- all different score and expansion joinr pafterns have been addressed and clarified
in this addendum set.
Issue 2.- Color concrete specification. The colored concrete specification is in the existing specifications, and
has not changed.
Issue 3 . - Information regarding the relocated bus shelter. The relocated bus shelter shall be simply moved to
the location shown on the plans. Refer to civil drawings for information regarding this issue.
Issue 4.- Fabric at pedestrian barrier. This fabric is Not In Contract. It will be provided by the owner.
Issue 5.- Landscape boulder placement. Boulders are to be placed as shown on drawings at the same time
Iandscape material is planted. Specifications are included regarding size, quantity and quality of boulders.
Issue 6.- Plant items not found on plant legend. See addendum information above. plants of concern have
been corrected and clouded on landscape drawings.
Issue 7.- Question regarding waterproofing of walls. As addendum items show, all wall that retain grade are to
be WATEMROOFED to the top of grade, as per specifications. Where these locations occur is addressed on
sheet L6. l.
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SECTION 02515 - UNIT PAVING
PART 1 - GENERAL
1.01 DESCRIPTION:
work of this section generally includes all materials, labor' equipment'
and incidentals for thi completion of unit paver sidewalk. handlcap
rampsandapronsshownontheDrawings'specificationsand/or
othenryise required herein.
1,02 RELATED WORK SPECIFIED ELSEWHERE:
General and supplemental conditions and all of Division one sections
govem and are frlreUy made a part of the work of this Section'
A. Site Preparation - Section 02100'
B. Earthwork - Section 02200'
C. Finish Grading - Section 02210'
1.03 QUALITY ASSURANCE
A. Testing and InsPections:
1. The Owne/s Representative may authorize samples to be
taken of the pavers and these samples to be tested and
analyzed by an independent laboratory'.selected,by tne
Owne/s Representaiive' to prove compliance with these
sPecifications.
2. Tolerances: Finished surfaces shall be in a plane' pitched
and sloped to match the Drawings or existing pavll:nt
within a tinisn totetance of 114" in 10'' Pockets on finished
surtacet *nich hold water after installation and compaction
will be cause for rejection of the paver suriace'
B. Layout Lines and Levels:
1. Before base course operatlons commence' the site -shall
o" .ro.t"iti"tfu .i"rtb out for the work on this Section for
the Owner's R'epresentative's approval'
C. The work of this specification section shall be perJormed bV an
experienced Contractor having not less than five years successful
experience in projects of similar size and scope as this project.
1.04 JOB CONDITIONS AND PROVISTONS:
All paving work as specified herein shall be performed under the direct
supervision of a construction superintendent(s) thoroughly familiar with
the work of this Section and who shall be at the proiect site for the
duration of the work of this Section.
A. No pavement construction shall take place during wet weather or
when temperatures are below 30"F. All such work shall be
protected from rainfall and vandalism.
B. Contractor shall be responsible for pavement protection until final
acceptance. Contractor's responsibility will include the erection
and maintenance of barricades, use of watchman or other
techniques to protect pavements from any damage.
C. Warrantee/Guarantee: The Contractor shall guarantee the
pavement will retain its original plane without any disintegration,
heaving, cracking, spalling or other signs of imperfection, per
General and Supplementary Conditions.
1.05 SUBMITTALS:
Shall be made in compliance with Section 01300.
A. Product Guarantee: Submit one copy of manufacturer's
guarantee that the pavers are meting this specification in a
minimum of g7% of the production of the pavers.
PART 2 . PRODUCTS
2.01 SIDEWALK PAVERS
Manufacturer: Borgerl Products,
56374, 612t363-4671
Type: ASTM C-936-82 "Hollandstone''
approved substitute.
O. Box 39, St. Joseph, MN
37lB"x77/8"x23/8"or
C. Color: Color subject to final approval of actual samples by
Landscape ArchitecV Town of Vail Public works prior to start of
project. Provide a mix of paver colors in the following
oercentaoes:
1. Charcoal - 50%2. Charcoal 2-11/ Red 2-22 Blend - 30%3. Brown - 20o/o
RESTRAINT:
Snap Edge, injection molded plastic edge restraint as supplied by
Valley Block, PO Box 903, Loveland, CO 80539, 303-677-4480:in
Denver 303-534-0972.
A. Spikes in length and gauge recommended by the manufacturers.
2.04 MATERIALS:
H
All concrete pavers shall be
cement meting ASTM-C1 50.
Aggregates shall conform to
manufactured with Type I Portland
ASTM.C33.
C. Base Course Materials: Gravel for sub-base shall be clean, and
free from deleterious material. Gravel shall be 3/4'top size
crusher run with fines, dense graded aggregate, or similar
material and qraded to the followinq limits:
Sieve Size
1u
314"
No. 4
No. 10
No. 40
No. 200
% Passing
100.
16 lnn/u - tvv
50-80
35-65
25-5U
-\ - t/
D.Leveling Base Material: Leveling base material shall be clean,
washed, sharp sand with not more than 3% clay or silt,
conforming tq ASTM-C33 for fine aggregates. (Note: Mason sand
shall not be used). Leveling base material shall be graded to the
followinq limits:
Sieve Size
Q/Q''
No. 4
No. 100
% Passing
100
YU-Vb
10 - 30
E. Soil Separator: Mirafi 500x or approved substitute.
PART 3 . EXECUTION
3.01 SUBGRADE PREPARATION;
sub^grade shall be prepared as per the Drawings or as recommended
by Soil Engineer to lines, grades and elevationi to match adjacent
pavement as shown on drawings.
3.02 BASE COURSE PLACEMENT:
Base course shall be spread uniformly over the subgrade to a depth
such that when compacted the thickness shall be aJshown on the
Drawings. The base course shall be applied by spreading in two equal
lifts or a maximum of 6'in loose depth. Base couise shali-be dampened
with water when necessary. The appearance and surface shall be
uniform and all ridges removed. The surface shall not vary more than
one-half inch (1/2") when measured with a ten foot (10')siraight edge
applied parallel to the centerline. Anv variation irom tnb above shall be
corrected by loosening, reshaping and rerolling. The base course
material shall be compacted with an approved mechanical compactor to
98% Proctor Density.
3.03 LEVELING COURSE PLACEMENT:
An uncompacted leveling base shall be screed over compacted crushed
base to a thickness of 1-113" and not exceeding 1-jlZ". This assumes
that after the concrete stones are placed and vibrated, the elevation will
be approximately 1/2" lower.
3.04 PAVER INSTALLATION:
A. Install pavers hand tight as shown on the Drawings and in
accordance with manufacturer's recommendations. Where
necessary to cut pavers, cutting shall be accomplished so as to
leave a clean edge to the traffic surface. Pavers may be cut with a
block splitter or masonry saw. Block splitter: Elmer,s Little
D.
Helper, ModelSB-9 or SB-12, E & R Mfg. Co., Kirktin, Indiana or
approved equal.
Vibrating of pavers shall be accomplished with three or more
passes with compactor; the first pass shall be made with the
surface of the laid pavers brushed clean and joints open; the
remaining passes with the vibrator shall be accompanied with
simultaneous brushing of sand into the joints.
Pavers shall be vibrated into leveling base with a plate type soil
compactor capable of 3,500 to 5,000 lbs. centrifugal compaction
f9r"?. This equipment should be similar to that mlnufactured by
Koehring, Master Division, Dayton, Ohio and designated as thejr
Model P-22 or approved equal.
lnstall edge restraint where shown in the detail drawings along
planting areas per the manufacturer's recommendationt.
End of Section
SECTION (OZIfl . GEASSPAVER
A. Work Included:
Provide Grasspave2 Paving System products and installation per
the manufacture/s instructions furnished under this section.
1.02 RELATED WORK SPECIFTED ELSEWHEHE
A. Earthwork - Section 02200. B. lrrigation -Section 02810C. Sodding - Section 02934
1.02 SUBMITTALS
A. Submit manufacturer's product data and instailation instructions.
B. Submit a 10" x l0" section of Grasspave2 material for review.
Reviewed and accepted samples will be returned to the
Contractor.
C. Submit material certificates for base course and sand fill
materials.
1.03 DELIVERY, STORAGE, AND HANDLING
A. Protect Grasspave2 material units from damage during delivery
and store under tarp when time from delivery to installation
exceeds one week. Do not store in a shed where temoeratures
can exceed 120 degrees. Keep Hydrogrow in a dark and dry
location.
1.04 PROJECT CONDITIONS
Review installation procedures and coordinate Grasspave2 work
with other work affected. Generally, Grasspave2 is installed at the
same time as project grass installation.
All hard surface paving adjacent to Grasspave2 areas, must be
completed prior to installation of Grasspave2.
B.
C. Cold weather:
1. Do not use frozen materials mixed or coated with ice or
frost.
2. Do not build on trozen work or wet, saturated or muddv
-.,t-^--J^)uugt cru g,
D. Protect partially completed paving against damage from other
construction traffic when work is in progress, and until grass root
system has matured (about 3 to 4 weeks).
E. Protect adjacent work from damage during Grasspave2. installation.
PART 2 PRODUCTS
2.01 AVAILABILITY
A. Manufacturer and/or Supplier: (Grasspave2, Hydrogrow, Tensar)
Invisible Structures, lnc., 14704-D East 33rd Place, Aurora,
Colorado 8001't, Ph. (800)239-151 0.
2.02 MATERIALS
A. Base Course: Sandy Gravel material from local sources
commonly used for road base construction, passing the following
sieve analysis.
% Passing Sieve Size
100 3t4,g5 3/9"An $^t?.t30 #405 #200
1. Sources of the material can include either "pit run" or
"crusher run'. Crusher run material will generally require
sharp sand to be added to mixture (40 to 60% by volume)
to ensure long term porosity.
B.
c
2. Selected materials should be nearly neutral in ph (range
from 6.5 to 7.2) to provide adequate root zone
development for turf.
3. Altemative materials such as crushed shell, limerock,
and/or crushed lava may be considered for base course
use, provided they are mixed with sharp sand (30 - S0%),
and brought to proper compaction.
Hydrogrow Polymer: A dry synthetic crystal made of
polyacrylimide (<0.1ok) polyner. Alternative polymers of ionic, or
anionic, forms will not be allowed to be substituted.
Grasspave2 Grass Paving Mats: Lightweight injection molded
plastic units 20" x 20" x 1" high (2.7 square feet each) (or pre-
assembled into squares 40" x 40", 10..76 sf) with hollow rings
rising from a strong open grid allowing maximum grass root
penetration and development. Loading capability is equal to 5700
psi when filled with sand, over minimum of 6" of roadbase.
Grass: Seed Mix Type A , Sod shall be Colorado grown to match
specified seed mix for native grasses.
1. Sod: Use 1.24 to 1.5 thick (soil thickness) stab sod from
local grower. Species should be wear resistant, free frorn
diseases, and in excellent condition. Sod shall be grwon in
sand or sandy loam solids only. Sod grown in soils of clay,
silt, or high organic materials such as peat, will not be
acceoted.
D.
PART 3 EXEEUTION
3.01 INSPECTION
A. Examine subgrade and base course installed conditions. Do not
start Grasspave2 installation until unsatisfactory conditions are
corrected. Check for improperly compacted trenches, debris, and
improper gradients.
B, Installation constitutes acceotance of existino conditions and
responsibility for satisfactory performance. lflxisting conditions
are found unsatisfactory, contact Project Manager for resolution.
3.02 PREPAHATTON
Ensure that subbase materials are structurally adequate to recerve
designed base course, wearing course, and designed loads. Ensure
that grading and soil porosity of the subbase will provide adequate
subsurface drainage.
A. Place base course material over prepared subbase to grades
shown on plans, in lifts not to exceed 6 (six) inches, compacting
each lift separately to between 90 to 95% Modified procror. Leave'1.5" for Grasspave2 mat and sod fill to Final Grade.
B. Spread Hydrogrow at a rate of 5 (five) pounds per 1000 square
feet onto the surface of the base course with a hand held, or
wheeled, rotary spreader. The Hydrogrow should be placed
immediately before installing the Grasspave2 units to assure that
the polymer does not become wet and expanded when installing
the units.
3.03 INSTALLATION OF GRASSPAVE2 UNITS
A. Install the Grasspave2 units by placing units with rings facing up,
and using micro posts/holes provided to maintain proper spacing
and interlock the units. curring be performed with either pruning -
shears or a sharp knife. Units placed on curves and slooes shall
be anchored to the base course, using 16d Common niils with
3/16" id x l" odfenderwasher, or4" long,'U" shaped ptns, as
required to secure units in place. Tops of rinqs shall be between
0.25" to 0.5" below the surface of adiacent hird sur-face
pavements.
3.04 INSTALLATION OF GRASS
Installthick (1.25" to 1.5" thick) sod directly over un-fiiled rings. Sod
strips should be placed with very tight joinis. The sod shall tFen be
vibrated into the rings using a smail (30" wide) vibrating roller or tamping
pad, taking 3 passes over the entire area.Sodded areai must be
fedilized and kept moist during root establishment (minimum of 3
weeks).
3.05 CLEANING
A. Remove and replace segments of Grasspave2 units where three
or more adjacent rings are broken or damaged, reinstalling as
specified, with no evidence of replacement.
B. Perform cleaning during the installation of work and upon
completion of the work. Remove from site all excess materials,
debris, and equipment, Repair any damage to adjacent materials
and surfaces resulting from installation of this work.
End of Grasspavers
I €eclnl oeret -&rtaccrePrt,',nt 1
Pxnt /- ?ueuerf
Design mix to produce concrete which will have compresstve
strength of 3500 psi at 7 days and 4000 psi at 28 days' When
high-early-strength cement is used, it shall reach at least 4000 psi
at 7 davs. Slumo of concrete shall be at least 1 inch, but no more
than 4 inches, when tested in accordance with ASTM C143.
Concrete oavement shall contain at least 5-112 sacks (94 pounds
per sack) of cement per cubic yard, with not more than 6.5 gallons
of water, net, per sack of cement (water cement ratlo maxlmum
0.57). Cement content shall be determined in accordance with
ASTM C138. Addition of mineral filler may be used to lmprove
workability or plasticity of concrete to limits specified.
Coarse dry aggregate shall not exceed 85 percent of loose volume
of concrete.
Add air-entraining admixture to ensure uniform distribution of agent
throughout batchl Base air content of freshly mixed air-entrained
concr-ete upon trial mixes with materials to be used in Work'
adjusted to produce concrete of required plasticity and workability'
Percentage of air entrainment in mix shall be 4'112 percent Plus or
minus '1 -ll2 percent. Air content shall be determined by testing in
accordance with ASTM C231.
Use retardant when temperature exceeds 90 degrees F'
Proportion shall be as recommended by manufacturer' Use same
brand as used for air-entraining agent. Add and batch material
using same methods as used for air-entraining agent'
a.
J.
A
PART 3. EXECUTION
3.01 EXAMINATION
Verify compacted base is ready to support imposed loads'
Verify lines and grades are correct.B.
3.12 TOLER.ANCES
A. Test entire surface before initial set and correct irreoularities or
undulations, Bring surface within requirements of fdllowrng resr
and then finish. Place 1O-foot straightedge parallel to center of
roadway to bridge any depressions and touch all high spots. Do
not permit ordinates measured from face of straight edge to
surface of pavement to exceed 1/16 inch per foot from nearest
point of contact. Maximum ordinate with 10-foot straightedge shall
not exceed 1/8 inch. Grind spots in excess of requirements of this
paragraph to meet suriace test requirements. Restore texture bv
grooving concrete to meet sudace finishing specifications,
3.13 FIELD OUALITY CONTROI.
A.Testing
Testing
will be performed under provisions of Section 01410
Laboratory Services.
Yield test willbe made in accoidance with ASTM C138 for
conlent per cubic yard of concrete. lf such cement content
found to be less than that specified per cubic yard, reduce
weights until amount of cement per cubic yard of concrete
conforms to requirements.
Minimum of one 4-inch core will be taken at random locations per
1,000 feet per lane or 500 square yards of pavement to measure
in-place depth. Each core may be tested for 28-day compressive
strength according to methods of ASTM C42lor correlation with
compressive test specimens. The 28-day compressive strength of
each core tested shall be a minimum of 4000 pounds per square
inch.
E.Contractor may, at
in vicinity of cores
cemen
IS
batch
his own expense, request three additional cores
indicating nonconforming in-place depths. In-
Compressive Strenglh Test Siecimens: Four test specimens for
compressive strength test will be made for each 150 cubic yards or
less of pavement that is placed in one day. Two specimens will be
tested at 7 days. For failed 7-day tests, remaining two specimens
willbe tested at 28 days. Specimens will be made, cured and
tested in accordance with ASTM C39. Minimum compressive
strength shall be 3500 pounds per square inch at 7 days and 4000
pounds per square inch at 28 days.
/
€&,aA oV7?7 - f&tDt
?aer &-7t ooc.Tt
od7
?*rteqmpA 7.o l, A,3
100%
2. Alpine flower and Native seed mix: Seed mixture shallinclude the following and be sown at the rates shown:
"Mountain Mix,, Seedino Mix
10%
30%
10Y"
20%
100/.
10%
100%
"Rocky
3%
3%
10.06%
3%
12.04%
3%
.24%
10/l/o
15.09%
Q A/4 ol
6.04%
12.04%
12.04%
.32/" White Yarrow
100%
Mountain mix and Wildflower Mix to be combined and
applied at the follwing rates:
Mountain mix to be apolied
Wildflower Mix a rate of 15
Mountain Bromegrass, gromar
Orchardgrass, piiute
Canada Bluegrass, Reubens
th""p Fescu-e, Meklenberger
Tall Fescue, Fawn
Timothy, Climax
Mountain" Wildflower Mix:
California Poppy
Corn Poppy
Lupine
Dames Rocket
Perennial Gaillardia
Shasta Daisy
Aspen Daisy
Blue Columbine
Wallflower
Cornflower
Baby's Breath
Rocky Mtn. Penstemon
Sweet William
at a rate of 55 lbs./Acre
lbs./Acre.
Fescue Seed Mix ( On east Side of Parking Structure):
Hard Fescue; Aurora
Fescue Seed Mix to be applied at a rate of 4_5 lbs./1000
5 Ll. | 1,.
SECTION 02934 - SODDING
PART 1 . GENERAL
1.01 DESCRIPTION
Work of this section generally includes provisions for sod in areas
indicated on the landscape drawing(s).
1.02 RELATED WORK SPECIFIED ELSEWHERE:
General and Supplemental Conditions and all of Division One Sections
govem and are hereby made a part of the work of this Section.
A. Finish Grading - Section 02210.B. Soil Preparation - Section 02920.C. Underground lrrigation System - Section 02810.D. Seeding - Section 02933.E. Landscape Planting - Section 02900.
1.03 QUALITY ASSURANCE
Materials, items, accessories, manufacturers, processes, proprietary, are
listed in Parl 2 - Products and Part 3 - Execution of this Soecification
Section.
Quality of Materials: Sod materials shall be subject to inspection
and approval. Owner's Representative reserves the right to reject
at any time or place prior to final acceptance, work and sod which
in the Owner's Representative's opinion fails to meet these
Specifications. Inspection is primarily for quality; however, other
requirements are not waived even though visual inspection
results in approval. Sod may be inspected where growing, but
inspection at the place of growth shall not preclude right of
rejection at site. Rejected sod shall be prompfly removed from
site. Inspection shall be made periodically during laying of sod, at
completion and at end of guarantee periods by Owner's
Representative.
1.04 REFERENCES
Comply with requirements of manufacturer, codes, specifications, ano
standards cited in this Section, except where more stringently shown or
specified, comply with the construction documents.
A. Standards: U.S. Department of Agriculture Rules and
Regulations under Federal Seed Act and equal quality to
standards for Cerlified Seed.
B. Cut sod using an approved method, in accordance with local
governing American Sod Producers Association.
1.05 SUBMITTALS
A. Certificates of lnspection for Materials: State, Federal, or other
inspection cerlificates shall accompany invoice for materials
showing source or origin. File with Owner's Representative prior
to acceptance of material.
B. Maintenance Instructions: At completion of work, furnish three
copies of written maintenance instructions to Owner's
Representative for maintenance and care of installed sod through
its full growing season. Maintenance will be responsibility of
Sodding Contractor until final acceptance of project. Owner will
be responsible for maintenance after that date.
1.06 PRODUCT DELIVERY/STORAGE/HANDLING
A. Deliver sod properly loaded on vehicles and protected from
exposure to sun, wind, heating, in accord with standard practice
and labeled in accord with Federal Seed Act.
B. Chemical Fertilizer: Deliver chemical fertilizer to site in original
unopened container bearing manufacture/s guaranteed
chemical analysis, name, trade name, trademark and
conformance to State Law, bearing name and warranty of
oroducer.
C. Sod Rolls shall not be droooed from loadino cafts. trucks or sod
pallets. Sod damaged in irbnsit or storage-will not be accepted.
Notify Owner's Representative of delivery schedule in advance so
material may be inspected upon arrival at jobsite. Unacceptable
material shall be removed immediatelv from iobsite.
1.07 JOB CONDITIONS
Sodding Contractor shall be responsible for proper repair of lawn
watering system, other underground pipe or electric wiring damaged by
operations under this Section. Repairs will be made by Contractors
designated by the Owner's Representative with cost being charged to
Contractor responsible for damages.
A. Damaged areas shall be repaired to re-establish grade and
condition prior to sodding.
B. Sod Destruction: Responsibility for vandalized sod will be
determined per Plant Maintenance and Acceptance, Part 3,
Section 02950. Sodding Contractor shall install barriers for
proper protection and traffic control.
1.08 GU.ARANTEE
Sod shall be guaranteed per General and Supplemental Conditions to
be in a healthy, vigorous growing condition. During guarantee period,
sod areas that die due to natural causes, or that are in Owner's
Representative's opinion, unhealthy, shall be replaced at once, and at
expense of the Sodding Contractor. Such replacements shall be
installed as originally specified and guaranteed.
PART 2 - PRODUCTS
SO D/FERTILIZER
A. '1. Seed Mix Type A , Sod shall be Colorado grown to match
specified seed mix for native grasses:
"Mountain Mix" Seedino Mix -
10% Mountain Bromegrass, Bromar30% Orchardgrass, Paiute10% Canada Bluegrass, Reubens20% Sheep Fescue, Meklenberger10% Tall Fescue, Fawn10"/" Timothv. Climax. 100%
Sod shall have vigorous root system, been regularly fertilized,
watered, mowed, free of weeds and objectionable grasses, and
provide a thick tur{. Note supply source and mixture on Bid Form.
Each piece of sod will have a sandy-loam soil base that will not
break, crumble or tear during sod installation. Sod shall be cut in
strips 18" (50 cm)wide, with asoil base not less than 5/8'(1.75
cm), nor more than 314" (2 cm) thick. Sod shall be cut no more
lnan 24 hours prior to delivery, kept damp on pallets at the site,
and laid in place within 24 hours of delivery.
2.02 POLYACRYLIMIDE POLYMER
A dry synthetic crystal made of polyacrytimide (<0.1%) polymer that is
non-toxic and neutral in pH. Alternative polymers of ionic, or anionic,
forms will not be allowed to be substituted. Hydrogrow as manufactured
by Invisible Structures, |nc.,14704-D East 33rd Place, Aurora, Colorado
80011, 800-233-1510, or approved equal.
2.03 BASE COURSE
Sandy gravel material from local sources commonly used for road base
construction, passing the following sieve analysis.
B.
% passing
I nn
65
30
Sieve Size
3/4"
#4
#40
#200
A. Sources of the material can include either "oit run" or "crusher
run". Crusher run material will generally required sharp sand to
be added to mixture (30 to 40% by volume) to ensure long term
porosity.
B. Selected materials should be nearly neutral in pH (range from 6.5
lo 7.2) to provide adequate root zone development for turf.
C. Chemical Fertilizer: lnorqanic mixture with the followino chemical
composition:
1. Nitrogen - 18%2. Phosphorous - 46%3. Potash - 36%
2.04 SAN D
Obtain clean sharp sand (washed concrete sand).
PART 3 . EXECUTION
3.01 PREPARATION
Preparation: Sodded areas shall be free from s ano/or r
larger than 1" which may hinder tilling, sodding, finish grading or
subsequent operations. Accumulated debris shall be disposed of
at direction of the Owner's Representative. Sodding Contractor
shall pertorm finish grading required by drawings, to maintain
drainage into catch basins, drainage structures, etc., and to
provide a smooth, well-contoured surface prior to proceeding.
1. Finish Grades: lt shall be Sodding Contractor's
responsibility to assure finished grades of sod are such
that drainage of storm and irrigation waters will occur and
ponding of water will be prevented. Refer to Section
02210.
2. lrrigation Heads will be adjusted to proper watering height
according to depth of the sod material but lower than
compacted grass blade height to enable lawnmowers to
freely cut grass without damage to sprinkler system.
3. Base Preparation: Soil shall be prepared in accordance
with Section 02920 (Soil Preparation). No sod will be laid
until Owne/s Representative has examined and approved
base preparations.
Tillage: Sodded areas shall be thoroughly tilled per Section
02920 (Soil Preparation). Work shall not be performed when
conditions will not provide satisfactory results.
Areas to be sodded with seed mix type "A" shall be identified on
the plan and include a 16" strip located between all areas seeded
with native grasses and paved surfaces. Sodding Contractor
shall verify locations on-site prior to starting operation.
3.02 FERTILIZING
Distribute chemical fertilizer specified under Products in this Section
uniformly at rate of 1 lb. per 1,000 sq. ft. Fertilizer shall be distributed 30
days after installation.
3.03 lnstall base course, turf reinforcement fabric, polyacrylimide polymer and
sand as shown on the Drawinos oer manufacturer's recommendation.
3.04 SODDING
Soil on which sod is laid shall be lightly moist, sod ends and sides shall
be butted tightly together, laid with longest dimensions parallel to
contours and continuous rows. Vertical joints between sod strips shall
be staggered, and the sod shall be compacted by rolling so it will be
incorporated with ground surface insuring tight joints between adjacent
pieces. All rows terminating on designated propeny lines ill be cut equal
to a straight line. Topsoil shall be added along exposed edges to match
adjacent grade. Feather topsoil out approximately 1' from edge of sod.
Sod shall be laid flush with adjacent walks, curbs, etc.
A. Secure sod on slopes of 3.5:1 or more with wood pegs as
required to prevent slippage.
3.05 WATERING
Sod shall be initially watered upon completion of convenient work areas
until installation is complete and irrigation system can be operated
under full control. Water sod sufficiently to moisten subsoil at least 2"
deep, in a manner not to cause erosion or damage to adiacent finished
^,,J^^^^JUIIAUtjJ.
3.06 MAINTENANCE AND ACCEPTANCE
Maintenance period shall begin immediately after each area is sodded,
and continue until final acceptance of the Project work. During this time,
Sodding Contractor shall be responsible for watering, mowing, spraylng,
weeding and related work as necessary to insure that sodded areas are
in vigorous growing condition until final acceptance. Owner's
Representative will direct Sodding Contractor on what sod areas need
to be replaced during this period. Urlacceptable sod is defined as sod
larger than 6" x 6" which, in the opinion on the Owner's Representative,
is dead or no lonoer viable.
3.07 CLEAN.UP
Pallets, unused sod, and other debris shall be removed from site, and
paved areas over which operations have been conducted shall be
cleaned. Paved areas are to broomed and washed with water.
End of Section
February 19, 1996
ADDENDUM#1
to the
DOCUMEMS OF CONSTRUCTION
NSUED TO: Nt Plan Hoiders of Record
FOR:
c/o Weitz-Coheu Coostruction Company
t99 Logan Street, Suite 600
Denver, Colorado t0203
Golden Peak Base FacilitY
Vail' Colorado
Architect's Project Number I E043' 00
ISSLIED BY: Pierce, Segerberg & Associates, Architeas'
ATTENTION:
lo0o S Frontage Road West
Vail, Colorado 81657
This Mdendum #1 h its entirery shall rnodify and become a part of the Contract
Documents:ALLpartsofthcoriginaldrawingsdated0l/19/95,andProjea
Manual daad A1f,]2196, shall remain in fuil force v.dth the fotlowrng revisions
incorPorated:
i Civil Engineering Drawings:
30" x 42" blueline reprojuctions of the original drawings (see drawing list
below), are hereby reissued for incorporation into the Coostruction
Documents dzted 212196.
Drawing List (212/96):
cl.c2,c3,c4,cs, 45, C7, C8, C9, Cio, c11, CI2, C13, C14' cl5' c16'
c17, c1t, c19, c20, c21,c22,C23, c24
2. Civil Engineering Summary of Addendum #1:
SVzu xt t:' r.proJuctions ofin. citlt Engineering Summary of Addendum #1
(dated2J?J96),and containing p.I, p'2, p3' uehereby issued for info-rmation
iurpor., only, a.d are no-t'intend"J to b""ot" a part of the Contract
Documents, (see attachment).
(l*'"W_
Pierre. Scgcrb.G & Arso(are!
A(hrte<-6. rc..A.1.A.
:.rarn Oflice
l0@ 5. Froni:le Rond w
va,r. CO g t657
ibx; 970 a76 .t508
phors 970 a76 {4ll
One iaoo. Ce^rer
I lco Scvcnrc€nrh S(
suit. 515
ri'r l0l 621 2262
pnore JUJ ozj .rJ))
?rge2
ADDEI{DUM#I
February 19, 1995
All other terms, sonditions and instructions of tbe Connact Documents rernain unchanged'
NOTICE: Receipt of this Mdendum must be aclnowledged in your bid. All bidders shall list
the following on a cover letter included in thcir proposal:
'\^re acknowledge thq receipt of Addendum #l and have included all associated items
in the foliowing proPosal."
END OF ADDENDIIM#1
C2
LJ
GOLDEN PEAK REDEVELOPMENT
CMI Engineering Summary of Addendum #1
f ebruary l, IyYo
C1
a. Noted benchmark, and importance of verifying use of correct B. M., Since there are
numerous datums in the area.
b. Updated Boundary and Easement information per Land Title company
c. Added general notes regarding excavation, stockpiling ofmaterial, etc.
a. Accentuated the property line for T.O.V. use in determining setbacks of the building'
a. Added erosion contlol fence on south side of Mill Creek for V.A. skiway grading'
b. Added nore stating that all construction, including shoring, weils and all construction.
must remain within the ProPerry.
Added same note as C3.b.
Note: See C1 for stockpile and exc. info.
Revised Section x-x. New section is on C19.
a. Added note regarding limits for scope of work dividing the site work and Schedule
"A" Vail ValleY Drive work'
b. correct garage roofdrain to gravity drain (iniet P8) not the gravity subdrain.
c. All grading to remain within V.A. property. Note added'
d. Inlets Pl0-P10A surface drains on the roof were deleted'
e. Added subdrains to planter at skier dropoff/entry near inlet P20A'
f. Added pipe size and invert information to sand/oil trap #P3 l '
g. Added note #t8 - see C5A for conduit information for irrigation and lighting..
h. Changed not #17 - see sheet CI3 for pipe types.
i. Added note to see landscape plans for hardscape details (colors, layout, etc') And a
note to see landscape plans for wail profiles/elevations'
j. changed the east stairwell and eiectric vault area to the cunent pians.
i. n.uir.a outlet pipe for the Chair #6 bus shelter building subdrain near chair #6. The
drain now discharges to inlet E6.
l. Added note that 1'+ of cover will exist over the existing 66" CMP near the chair #6 bus
shelter hardscape area. The retaining wall and footing will need to bndge over the
pipe (since the footing is likely 4' deep.)
m. Added 70 LF 18" PVC and inlet P57 (connects to P47) near the bus shelter (east of
Childrens Center.) Added note to see C24 for grading this area'
C5
a.
b.
p.l
'
o. Added note to inlet E5. Either raise existing inlet on E5, or provide grading to the
: inlet and leave the inlet as is, or add new inlet (2x2 conc. Box with D&L 13025 to connect
to E6.)
a. Added conduit locations for lighting and irrigation. with notes to refer to lighting plan
or irrigation plan for number, fype, size of conduits.
b. Clariiied existing curb locations.
c. Added note to see C 15 for C&G layout plans and signage pian, C 16 for C&G profiles.
d. See C5 for limits of construction for site work and Vail Valley Drive schedule A.
Added note to also see C20-25 for Vail Vallev Drive work.
L-O
a. Added note to constmct shallow utiiities to depth as required for final grading.
b. Added scheduling notes for electrical primary lines. Some lines require relocation
prior to removal of the transformer, initial grading. etc.
c. Deleted one electricai splice vault and 70 LF conciuit at Chiidrens Center parking lot.
d. Adied note to cut T.V. line at proposed T.V. ped. To provide 6' excess cable. Q''forth
of lot i 8.)
e. All proposed utilities were moved to within V.A. property lines near lots 17,18.
f. Revised Electrical and Phone alignment near the proposed chairlift #6 to avoid running
under retaining wails. Additionai modifications may be required to minimize conflict
with chair 6 construction.
g. Added note to see E I . I for site lighting plans.
h. Relocated the F.D,C. and added piping to/from the FDC to the water entry room'
Added 2" main drain from water entry room.
I. Added sewer MH at service connection to existing service.
j. Wet Taps will likely be required for water sevice connection to the main.
k. Added note to provide additional phone Iines to the Childrens Center to be used for the
construction office.
C7
a. Moved shallow utility notes to this sheet.
b. Moved utility trenches around the proposed Mill Creek Head Wall.
c. Revised location of existing transformer and switchgear south of the race finish
building and revised utility alignments this area.
d. Added utility services to the race finish pavillion.
aR aa
a. Added note that 8" perf. P.V.C. can be 8" perforated HI-Q Hancor
b. Section Q-Q on sheet C8 refers to the south garage wall on C9.
c. Added garage floor pop-ups to C9.
d. Clarified location of 4", 6" and 8" perf. pipe.
e. Specified miradrain 9000 to garage roof subdrain systems to detail.
p.2
--
!
I
c10
a. Provide new alignment for storm sewer with revised bends, and revised profile
(shortened proposed length of 54" RCP)
b. Specified 54"RCP class II Bell and Spigot (water tight joint')
c. Revised rim elevation Mill #1.
cr1
a. Updated Mill Creek Storm Sewer aiignment.
b. Provided limits of grading for V.A. showing grading, and site work. (Generally the
south edge of existing Mill Creek.)
ct2
a. Added reinforcing to headwall.
LIJ
a. Delete inlets P10, P l0A.
b. Added P56,P57.
c. Revised note specifying pipe materiai 10" or less diameter, use SDR 35 PVC, 12" or
larger use Hancor Sure Lock (smooth wall.)
c14
a. Revised same note as in C13.c Misc. Revision to sewer and water service profiles,
included.
b. Revised inlet numbers on storm sewer profile P41A to P47. Added 68 LF 18'
pipe to P57.
c. Re-labled water service profile, and revised 8' PVC to 8" DIP. Added sewer MH to
Sanitary service connection.
Ll)
a. Added signage Plan.
b. Clarified existing C & G.
c. Added note to see C5 for contract limits of sitework and schedule "A", Vail Valley
Drive Wall.
C16 Entire Page Revised
Cl7 No Changes
Cl8 No Changes
c19
a. Added section thru electrical vault.
b. Added off-site erosion control plan.
c. Added detail for inlet P32A.
\
C2O-24 Vail Valley Drive, Schedule A. Entire Pages Added.
p.3