C) City of Carmel Beach Restrooms_Bid Set Drawings 02-25-2014

8/10/2019 C) City of Carmel Beach Restrooms_Bid Set Drawings 02-25-2014

1/25


2/25

00

Q

.

SANDSTONE

OUTCROPPING

d

~ ( '

--t

0v

eJi

0v

1 : - ~

uy-

~

0y-

0

24

SD

INV-16.3 _

--:

ff]

.1

SANDSTONE

OUTCROPPING

/

/

.


3/25


4/25

12

TEE CUT TYP.

SIDE

3

MIN.

ASPHALT

CONCREl PAVEMENT

6 MIN.

CL. 2 AGGREGATE BASE

PATCH

SEE NOTE

2

FOR

SEClON

THICKNESSES

INITIAL

SAWCUT

FOR TRENCH

EXCAVATION

1.

SAWCUTS REQUIRED FOR ALL

PATCHES

. . . A

3

MIN. PIPE BEDDING

2. DEPTH OF SUBGRADE

FORTRENCH

PATCH SHALL MATCH

THE EXISlNG

THICKNESS

OF

ASPHALT

CONCRETE AND AGGREGATE BASE. IN NO CASE SHALL THE TRENCH PATCH BE LESS THAN 3

ASPHALT CONCRETE AND

e

CLASS

2

AGGREGATE BASE. ASPHALT CONCRETE AND CLASS

2

AGGREGATE BASE SHALL CONFORM

TO

CALTRANS STANDARD SPECIFICATIONS.

3. SAND BACKFILL TO BE VIBRATORY COMPACTED AT OPTIMUM NOISTURE CONTENT TO

95%

RELATIVE COMPACTION. CONTRACTOR SHALL PROVIDE FOR COMPACTION TESTING AND SUBMIT

FINAL RESULTS TO CITY ENGINEER

.

4.

TRENCH IN NATIVE LANDSCAPED AREA SHALL BE RESTORED WITH 6 NATIVE TOPSCHL

TRENCH

SECTION

& PAVEMENT REPLACEMENT

'"

:

II

0

If

..

.

IE

;

z

i

NO

SCALE

.

i ii

oL _

O OD..

..J ="

..r-

-

- ' ~

.....

a:

.,fl.,

..

-g

o

.

..

.

..

5

w""

,J

- o

"'z

.

i ;

.....

ll".

:

z , _ ; ~ ;

z,.

...

..

g

"Ia

t,

irlw

"

.

I;

"

ti

I

a

.

:

"

:

"

.J

z

9

ii

..

N

0

,.

"

z

i

.

Z :e l

~ ~ \ )

~ E C ; t ; ~ N

( lo lll

Ft4Af

C

i ' S . & P l

. :


5/25

TOP OF GRATE AT

1 ABOVE

GROUND

CHRISTY

U21

SECTIONAL

CATCH BASIN

OR

EQUAL

6

LIGHT DUTY WELDED

G ALV. STL. G R ATE

.rt,....,l- GRATE ATTACHMENT AT

END OF PIPE OUTLET.

6 NDS40 OR

EQUAL.

6 TYP.

12 THICK

3/4

DRAIN ROCK

OPEN BOTTOM CATCH BASIN

FABRIC SHALL

HAVE

8

OVERLAP ~ ' " " "

l

NO SCALE

SAND

. __BACKFILL

....... ...__

--T

6 NATIVE

TOPSOIL

- r - i r - ~ - -

- ~ - - -

18

30

PERMEABLE

BACKFLL

l

3/4 DRAIN

ROCK

l - - -18 ' - - - - -1

'

;

6 PVC SDR 35

PERF. P I PE

PERF. ON

BOTTOM

MARIFI 140N OR

EQUAL

FILTER

FABRIC

ON ALL SIDES

OF

TRENCH.

6

MIN.

OPEN BOTTOM

PERCOLATION/DISPERSION

TRENCH SECTION

NOTES:

1, PIPE NOT TO BE RIGID WITH

FRAME.

2. SOUTH BAYFOUNDRY CLEANOUT

1248

O R E Q U L

3.

PCC CONCRETE

SHALL

BE 3000 PS

MIN.

6 PERF.

PIPE

NO SCALE

45' LONG

RADIUS

BEND

CLEAN

OUT

NO SCALE

6 MI

. - ~ - - '

.....

.

:

. : / '

WIDTH OF

TRENCH

SECllON A

/

.

/

/

I

I

24 SD

I N V ~ / 6 . 3 '

_ _ _ _ _ . . j ~ ' l f

SANDSTONE

OU TCROPP NG

I .

l

. I . .

J .

/

. .

.

. . . .

/

.

.

.

.

..,.:.-- .

. >

'..

/'

.

SO

CB

GR

E L ~ 2 3 . 6 '

NV. E L ~ 2 0 . 3 '

2.5 so

N V ~ 9 . 6 '

SANDSTONE

I

I

i

.

(

I

I

I I

I

I

I

. /

;_

l

..... I

I

. . . .

s s


6/25


7/25


8/25


9/25

8.1 3.1 4.110.9 10.910.910.9

A5.1

9

A5.1

7

TYP.

TYP.

Level 1

21' - 1"

Level 1

21' - 1"

(E) WALKWAY

27' - 10"

T.O. PARAPET

30' - 5"

4.1

3.2

22.4

7.2

(E) STONE STAIRS ANDWALK TO REMAIN

(N) STONE LANDING RE-USEEXISTING STONE PAVERS

Level 1

21' - 1"

2

A3.1

__________

(E) WALKWAY

27' - 10"

T.O. PARAPET

30' - 5"

3.24.1

4.17.2

itedtosuchuse.Reproductionorpublicationbyanymethod,inwholeo

rinpart,isprohibited.Titletotheplansandspecificationsremainswiththearchitectwithoutprejudice.Visualcontactwiththeseplansandspecificationsshallconstituteprimafacieevidenceoftheacceptanceoftheserestrictions.

1/4" = 1'-0"1North

1/4" = 1'-0"2East

3South

4WEST


10/25


11/25


12/25


13/25


14/25

1/2"

(3)-#12x1/2" LOW-PROSCREWS AT EA STUD

tedtosuchuse.Reproductionorpublicationbyanymethod,inwhole

orinpart,isprohibited.Titletotheplansandspecificationsremainswiththearchitectwitho

utprejudice.Visualcontactwiththeseplansandspecificationsshallconstituteprimafacie

evidenceoftheacceptanceoftheserestrictions.

1 1/2" = 1'-0"4METAL STUD HEAD DETAIL

1 1/2" = 1'-0"5METAL STUD BACKING @ WA

CONCRETE

ALL PORTONS OF WORK PERTANNG TO CONCRETE CONSTRUCTON SHALL CONFORM

TO THE CALFORNABU LDNG CODE, CHAPTER 19

FOUNDATION

ALLPORllONS

OF WORK

PERTANNG

TO

EXCAVAnONS, FOUNDATONS AND RETANNG

WALLS SHALL CONFORM

TO

THE C AL F OR N A BU L D NG CODE, CHAPTER 18.

GENERAL

THE PROJECT SPECIFICATIONS FORM A PARTOF THESE GENERAL NOTES.


15/25

2-#5 VERT. FULL

HEIGHT OF WALL

TYP. HORIZ.REINF.

RNATE BEN

HOWN

I

"r-+-------y------r--7 1

F

A I

V

12L/V / 1

----1'/I.A------+

#5 V E RT .- / v

#5 C 18 o/c

1B

/V

/1 /

2'-6 LAP

\

MIN.

r

I

/

/1 /1 - - -

~ l . . ( - . .

CONC.WALL

TW.

------rfj /

~ t : :

END OR JAMB

INTERSECTION

CORNER

PLAN

VIEWS

TYPICAL CONC. WALL

2'-0

2'-o

TYP.

TYP.

I I

-#5 VERT.FULL

HEIGHT OF WALL

#5 @ 1 8 ~ o/c

'S- i ~

~ ~ ~ v ~ j

>

I I

o

.

->

I

v

FINISH S U R F A C ~ \

PER

ARCH'L. \

.

HORIZ.REINF.

- _ __ __

NOTE:

TYP.VERT. REINF.

NOT SHOWN

TYPICAL FOOTING

REIN F.

:=.

0

L

< .

I

PROVIDE SLEEVES

FOR

ALL PIPES

PASSING THROUGH WALLS & FOOTINGS

BOTTOM

OF

_{

r.?

\ I

; -1

- s : : : : : = t l = j : ~ - - - - \ - - - - @ 2 -

I

~ ' - - - : ~ ~ ~

1\ ,

I

ATPPES

UNDER F O O T I N G S - ~ 1... g

EXCAVATE STEP IN BOT OF FOOTING

WHERE

NECESSARY TO MAINTAIN A

MINIMUM COVERAGE

OF

9 ON EACH

SIDE AND

6

@

BOTI.

OF SLEEVE

MIN. MI N.

TYP. PIPE THROUGH A FOOTING

:OJ

11

6

20

4B

BAR DIA MIN.

TYP.

"

'

v

CDNC.

IIALL\

2'-8' MAS.

3' o CDNC.

RENF BARS SHALL BE THE

SAME

SIZE AS FOOTING RENF

TYPICAL STEPPED FOOTING

3

7

2

7

21

CONTROL JOINT

#4 II 16' o/c

EA.

WAY @ 6 -AB /@

4

@

20m

o/c E A . W A Y @ 5 S I . . A ~ \

#4

@

20m

o/c E A . W A Y @

4 SLAB \

. . . u F - - ~ . --,-_-----,.,------1

- - - ' n

e a n -

~ i t t e d

with

brass cou nte r - sun k

plug

.

For

No

Hub

piping

, ZN1(40 .

4 . C l e a n o

~ C O

For grass or planted areas , Zu rn 1449 located in

c o n c r e t ~ bo;t with ccver

.

Hnions

1 .

Ge nera l : P

ov

i

de

u

r ions at eac

h

so

l

de

.

ed

o r t

hr eaded co

n

nect

i

on

to

equipment , tanks ar.d valves ; on one threaded connection to each

manually

operated threaded valve

and cock

and on one threaded

ccnnection

to

each check valve

;

at both threaded connections

to

threaded or so:

.

dere:d automatic valves

.

Provi

de where r e

quired by

service w h ~ t h e r indicated or not .

r a p s

General

:

Provide t raps

on

a l l fixtures connected

to soil

systems

,

except - for fixtures .

having

integral t . aps .

Arrange so

discharge form

any

f i x t u r ~

wL.l

nc

pass through

more

than

one

trap be for

e

reaching

sewer . Al l

t raps

shall have

seal of

not less than 2- inc hes and not

mere

than

i -inches .

1 Exposed

Pi

: Expos

ed

t raps

shall be

17-gauge

chromiu

m plated

cast

brass .

. Cast a p : Tra ps insta

ll

ed

in

con nect i on w th cast ir on

pi

ping

shall be s . ~ m e qual i ty and grade as pip e .

~ r a p

Primers

1 General : Provide tzap t:r imers on a l l drai ns with

infreq

uent usage

an

d

as

follows

:

~ ~ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

DATE:

IICALE

DFIAW

OHEOK

OHEOK

FILE

N

IIHEET

F

BHE


19/25


20/25


21/25

'CONTACTOR-A

ON

7

DAYS A

WEEK-DUSK

TO DAWN.

'CONTACTOR-B

SET TIME CLOCK

TO

BE

'ON' AT

4 P.M.

AND

'OFF

AT 10 P.M.

A

BYPASS ~ I T H

2

c

H N

A-5

3

4

TO

FIXTURES

1111

A

TTTT

1

TO

FIXTURES

T

1111

B

TTTT

A-1

30A, 4BOV. ELECTRICALLY HELD CONTACTOR WITH 120V. COIL, GE #CR260L.

SPST,

7 DAY

DIAL TIME SWITCH

WITH

DAY OMITTING FEATURE AND RESERVE POWER

TORK W220L.

PHOTOELECTRIC CONTROL,

TORK

#2101, MOUNT ON ROOF FACING NORTH.

NEMA

1,

SURFACE MOUNT ENCLOSURE WITH HINGED COVER, LABEL COVER

EXTERIOR LIGHTING CONTROL CABINET.

EXTERIOR LIGHTING CONTROL DIAGRAM

SCALE:NOT TO

SCALE

#

A-1

A

A-4

WOMEN'S

(

1

)

ELECTRICAL

PLAN

SCALE: 1/4 1' -

0

ELECTRCALSHEETNOTES:

6

PROVDE CONNECTION TO HAND DRYER. COORDNATEWITH INSTALLER.

PROVDE CONNECTION TO FAUCET SENSOR. COORDNATEWTHINSTALLER

PROVDE

AND

INSTALL

LIGHTINGCONTROL PANEL FOR EXTEROR

LGHT

FIXTURES. REFER TO

DETAL

03

ON THSSHEET

PROVDEANDINSTALLNEW METER MAIN

WITH

100AMPMAIN CRCUT BREAKER

AND BRANCH

CRCUT PANEL. REFER TO PANEL SCHEDULE.

PROVDE ONE 3 CONDUT WITH

PUUL

STRNG PER PG&E'S REQUIREMENTS. COORDINATE WTH

PG&E. REFER TO ARCHTECTURALDRAWINGS FOR CONTNUATON

OF

CONDUIT ROUTNG TO PULL

BOX AND PONT OF CONNECTION WITH PG&E.

ALL RECEPTACLES SHALL BE GFI AND MOUNTED AT

+42

UNUESS NOTED OTHERWISE.

PROVDE JUNCTION BOXWTH STAINLESS STEELCOVERPLATE FOR FlJTURE INSTANT HOT, WITH

CONDUIT ANDWRE BACKTO PANEL A.

PROVDEANDINSTALL

1

GRS CONDUT UP ABOVE ROOF AND CAP

ABOVE

ROOF, FOR FUTURE

PV

INSTALLATON

Voltage:

120 124

Phase:

1

Wire:

3

Bus: 150

Panel:

-

Volt Volt Circuit Circuit Volt Volt

ON

A (N

Serving

Outlets Amps

Amps

Breaker

Breaker

Amps

Amps

Outlets

Serving

LTG REC MSC Ftlase

A Fhase B Fhase A Fhase 8 LT G

REC MSC

EXfLTS

26

1

-20

1 2

1P-20 1500

HAND

DRYER

LIGH

T

NG

20 1

-20

3 4

1P 20 1500

HAND

DRYER

LTG CNlRL PNL

100

1

-20

5 6

1P 20 180 1 RECEPT

RECEPT 2 360

1 -20

7 8

2P-

180 RECEPT

EW

H

FUTURE 1750 2P-

9

10 20 180

1750 20 11 12

0 SP

ACE

EW

H

FUTURE 1750 2P- 13 14

0

SPACE

1750 20

15 16

0

SP

ACE

SPACE 0 17 18 0

SPACE

Sub-Total A

3626 3880

1860 1680 Sub-Total B

3626 3880

Sub-Total

P

Toa Vo--Amperes

11,046

5486 5560 Total

Amps. (Heaviest) Phase 46

LIGHTING

FXURE

SCHEDULE

MARK MANUFACTURER & CATALOG NO. MOUNTING LAMPS VOLTS REfvtARKS

QTY/WATIS TYPE

A

8EGA-US #2272 LED

WALL 1/6.5

LED 120

B BEGA-US

#3519 LED CE

I

LING

1/6.5

LED 120

#

SYMBOLS AND

ABBREVIATIONS

A -1,3,5

11111

#10

[3]

Q)

F@

F@GFI

*

D

I

c

G.B.

E.G.

(N)

NE C

N.T.S.

UO N

W/

WP

p

HOMERUN TO PANEL. LETTER DENOTES THE PANEL AND NUMBERS INDICATE

THE CIRCUIT NUMBER. CROSS MARKS INDICATE THE QUANTITY OF

CONDUCTORS,

#10 INDICATES

1

CONDUCTOR

SIZE.

(#12AWG

MINIMUM,

U.O.N.)

SIZE

CONDUIT

TO CODE. (

1 )

INDICATES

GROUND CONDUCTOR:

SIZE AS INDICATED

OR REQUIRED BY

CODE. NO

CROSS

MARKS

INDICATE

2#12 AND

1

#12 GROUND.

SINGLE POLE

20

AM P. SWITCH, M OUNTED AT

+42 AFF

TO CENTERLINE OF DEVICE.

BRANCH CIRCUIT PANELBOARD.

SHEET

NOTE

REFERENCE. REFERS TO SHEET

NOTE 2

ON THE SHEET

IT

IS

SHOWN

ON.

JUNCTION

BOX

20

AMP,

120V

RECEPTACLE.

MOUNTED AT

+42

TO

CENTERLINE

OF DEVICE.

GFI TYPE DUPLEX RECEPTACLE

240 VOLT

RECEPTACLE

CEILING

MOUNTED

FIXTURE

AND OUTLET.

WALL MOUNTED FIXTURE AND OUTLET.

WALL MOUNTED MOTION SENSOR, DUAL TECHNOLOGY,

WITH

A/B SWITCHING.

MOUNTED AT +42 AFF TO CENTERLINE OF DEVICE.

CONDUIT

CIRCUIT BREAKER

ELECTRICAL

CONTRACTOR

NEW

NATIONAL ELECTRICAL CODE

NOT

TO SCALE

UNLESS

OTHERWISE NOTED

WITH

WEATHER PROOF

POLE

TO

PG&E

5 f < p

#8 BARE CU

GN RO

WATER

20' UFER

MAN

* TEST GROUNDS FOR 5

OHMS

MAXIMUM.

ADD GROUND RODS AT 8' O.C. AS

REQUIRED

FOR 5 OHMS.

ONE LINE DIAGRAM

SCALE: NOT

TO

SCALE

MIRACLES

UNLIMITED,

INC.

ELECTRCAL

ENGINEERING

P 0. BOX 1808

APTOS, CA

95001

(831)

688-8013

JOB NO. 14011

ity of Ca

Beac

Restroo

SCENIC

RD

SANTA

LUCI

CaiTial CA 9

Bid

SE

6REVISION

ELECTRI

POWER

LIGHTI

PLAN

Scale:

AS

N

Drawn By

Job

E2. 1

Feb.24,

20


22/25

D V S ON t6 ELECTRICAL

SECTON

t60t0 ELECTRICAL

GENERALPROVISIONS

100 GENERAL

tOt

CONDITIONS &

REQUIREMENTS

A Re e

o

theGenea C o n d ~ i o n s Suppemen1ayGenea Condons and Divson t Genea

Requemen1s

B. Pruvsons

o

1his S econshaapp ly to a S econso fD ivson t6.

t02

SCOPE

OF

WORK

A S ec o ns c ov er ed in Divson 16 are reaed toone another andsha

be

consdeedas awhoe Thesepaaon into secons and arcles is

for

clary puposeony

B F urn ish an dinstal al materals and equipmentand provide a labor equied andnecessary

to

complete the work shownon the drawings and/orspecied inal Sectonso

Division 16 and aother work and miscelaneous iems, notspeci caly mentoned,but reasonably infered for a omplete instalaton including alaccessor es and

appurenances requied forestng the system. I ishe intent

of

he drawingsand specicatons that alsystems

be

complete,and ready oroperaton.

t03

CODECOMPLANCE

t04

t05

106

107

t 08

t09

A. Al workand materals shalcomply wih the latest rules codes and regulatons,including, but not mied to the folowing. The code edions beng enforced sha

be

compedwih

t OccupatonalSafety and Hea1hAd Standads (OSHA

2.

NFPA#70 Calornia Elec calCode.Beo esar ng instalaton,contacthe Ciyeec ca inspector

and

determine which e d ~ i o n o he Codeisbengenfored.

3. NFPA tOt L e Saey Code

4.

A otherNFPA sandads

5

Calornia

state

Safety Ordes and Calornia Elec calCode

1 i e

24.

6

Al otherapplcable Federal State andlocallawsandregulatons.

B.

Codecomplance ismandaoy Nohng

in

theseDra ngs and Specicatons pam1s work no conomingto 1hese codes Whee work isshown to exceed minmum code

requemens compy

wl1h

drawings

and

spedcaUons

C No work shalbeconceaedunt aferinspecon and appova by proper au1ho es

I

work isconceaed l 1 h ou inspecon and approval the Contactorshal be

responsbefor a workrequ ed to open and r esoe1heconceaeda eas in addon to a requedmodicatons.

D

A w ork sha bedoneby

a

ae

o

Calornia lcensedC-t

0

E lec ca lC on taco r

UCENSE, FEES AND PERMITS

Arange for requied inspectons

and

payall cense, permi and inspecton fees Contactor shal no ty al interestedpares whenthiswork

is

ready or any necessary inspectons. A

copyofsgnedof

p e 1T s

sha be tumed over o the Owne

CONDITIONS AT S TE

A. Visi t o s e is equied of al bidders pror o submission o f bd A l wi

be

held to have famiarzed themselves wih

a

discernible condi ons andno exta payment wi

be

alowed forwork requied because o hese condions,INhehe specicaly mentoned or not

B. Lnes

of

o1he

servces

shownon the d r a w i ~ s as

existng orvisibly evidentat

1hes e 1ha ae

damaged

as a

esul

o

his work

sha

prompty

berepaed t noexpense

to

1he

Owner

o thecomplete

satsfecton of

1heOwne

DRAWINGS AND SPECIFICATIONS

A . A l d r a w in g s a n d a D i v i s io n sd these specicatons shal be consideredas

a

whole and wok

o

this Division shown anywhere therein shal be furnished under this Division.

B

Drawingsare diagrammatc and indicate thegeneral arangement

o

equipmentandwi ng.Mostdi ectroutngof conduis and w ing isnot assured. Exactrequi ements

sha

be

governed by achecbJa s ucbJaandmechanicalcondions o he ob. Consul al other drawings in preparaton ofhe bid. Exta lengths ofwi ng oraddion

o

pul

o uncton boxes etc. necessiated by such condi ons shal be included inthe bd Check a informaton and repor any apparentdiscrepancies before subming bid.

C . R i gh t i s r e se v e d t o ma ke c h an g e u p to ten feet in locaton of any outetorequipmentpror

to

roughing-n wihout increasing contact cos

D. The latest ssue of a parcular drawing shal take preference overearer ssues

SAFETY AND INDEMNITY

A Ss ety The Contactorshal be solely and completelyresponsbeforcondions of 1he ob se ,

i n c l u d i ~

safety ofa pesons and properydu ngperormance of he work

Thsrequiementwi apply contnuously and no

be

lmied to nomaw orkng hous S eeasoGeneaC ond ionsand SupplementalGenea

C o n d ~ i o n s .

B N o ac s er vi ce , d ra wi ng review orconstuct on review by

the

Owner

the

Archiect

the

Engineers

or hei

Consulants

s

intended

to

include review of he adequacy

of

he

Contactors safety measures,

in

on,

o

near he constucton sie.

See

also

General

Condions

and

Supplemental

General

Condions.

C . I nd em ni y : T he

Contactor

wi hold harmless,indemnY anddefend the OWne the

Archiect thei

Consulants andeach

o fhe io f ce rs ,

employees andagents, fom any

and a l l a b i y claims,losses or damage arsing or aleged to arse om the perormance ofhe work descrbed heen butnot including the sole neglgence o he Owne the

Archiectand theiconsulants,andeach o heiof cers,employees andagents.

RECORD DRAWINGS

Provide one set of drawings,wihin seven days

o

pr oject na lna l revew, that have been marked wih

red

ink that show alchanges inthe instalaton that are dierent han whatis

shown

on

the contactdrawings.

GUARANTEES

A materalsandequipment urnished unde

1hs

Specca onand/orDrawingsshal

be

guaaneed

in

w r ~ i n g for apeodo f one (t) ear om

1ha

daeof naacceplance against

defecve materaldesgn and wo

sze is no ndicated,minmum sze sha be20'W

X

24'H X

D

uness o1hewsenoted on dawingsFinish shal beANS

6t lght

grayename

B

Provdeins de terminal

cabne Z 1hck pywoodbac


23/25

2.09 EQUIPMENT MOUNTING AND SUPPORT HARDWARE

Steelchannels,bols, washers,etc.used for mountng orsuppor o electcal equipmentshal be galvanized type Where instaled incorosive envionment stainlessseel hardware

shal

be

used.

A Use materals

specicaly

ntended

for

the use

B

Provide he folowing suppors

and

fastenings for locatons

as equied.

1

Stuctural

Steel Beam clamps,welded studs, OM.

2. Concrete:

Rawl

or Phi ps anchors,OM The

anchos

shal

be

expandable by ghtening the

b o R e d H ea d

wedge type anchors

sha

not

beused

3.Wood:Lag screws,machine bo s

wood

scews

4.

Wood

Blocking inShearWoodscrews.

5. Holow Tie &Gypboard: Toggle bols. These wi bealowed fornomsweighing Sb

o

less

6. EquipmentSuppors

&

Trapeze Hange"' Formed galvanized channel Unistut

OM.

7. Use galvanized or plated fasteners

ina

locatons.

8 H odp gavanze feous iemsa fe r ab caon fo exeo undegoundo ohew iseco osve locaons

3.00 EXECUTION

301

GENERAL

A.

Elect cal system layouts indicated onthe drawings

a

generaly diagrammatc, but shal be folowed

as

closely asactual constuctonandwork ofother tades wi permi

Govern exact routng ofcable

and

w ing

and

the locatons of

ouUes

by

the

s1ructul

and

the equipmentserved.Take al dimensions

fom

archnecturaldrawings.

B Consul al otherdrawings.Very a scales and

reJX>rt

any dimensional disaepancies orother confcts to Archiectbefore submi ng bd

c.

D

E

Al home runs to paneboards,relay cabinets,cont olpanels, etc. are indicated as starng fom the

outet

nearestthe panel and contnuing inthe general

diecton

o fha t

panel Contnue such cicuis to the pane and cabinets asthough the

mutes

were completely indicated.

Avoid cutng

and

borng holes through stucture orst ucturalmembe" 'whereverpossible. See

1601

a

Furnish and instal al necessary hardware,hangers blocking,brackets, bracing, runners etc.requied

for

equipmentspeci ed under

his

Secon.

F

Provide necessary

backng

requied

to

insure

rgid mountng ofouUe

boxes.

3.02

WIRING METHOD

A

Instal al wing

in

raceway,unless specicaly shown otherwise.

B

Sizes for conduis, unless specicaly shown otheMise, shal be determined fom

the

NatonalElectc Code

C.

Condui shal be ngid steel EMT,o plastc as olows:

1 Above ground:Use rg id steelor EMT.

a

Wetocatons:

Rigdsteelonly

b

Locatons subject

tomech111ca

injury:

Rigid

steelonly.

c In conCie wals or block wals:Rigd steelonly

d D ry ocatons andnotsubject tomechanicalin jury:EMT,o rgid s eelcondui

2. Underground and

under

sab:Use wrapped rg id seel

or

plasc

a Condun shalbeinsta led on 2' sandbase andcove ed

by

sand backf Inplantngareas provide 2" concrete capMuf ple runs

shal

maintain

1

minimum

sepaaon beweenruns

3. Make alr sers

to grade

wih rg id see

condui

and

f n gs

only.Concrete encase rgid seel does

not

need to be wrapped.Rigd steel

condui not

n

conaete

andin

contact

wih soi shal bewrapped.

4 .B ur a ldepth of conduis shal

beas

folows:

a

Concreteencased: 24 minimum for

600V

orlower systems to top of concrete encasement

b Concretecapped

24

minimum

to

top

of

condui

c

Conduis wihout conaete encasementor cap 24 minimum to top

of

ondui deeper

f

ode requies.

d P G& EPrmary and Secondaryconduis shal be30"

below

grade.

D

Underground condun enterng buiding shal be provided wih one 1 secton of gid steel condui at point

o

penetatonof oundaton, footng or basementwal wih

approximately

equal

lengths inside

and

outside

b u k n g l n e .

3.03

INSTALLATION OFCONDUITS AND BOXES

A R u n a l c o n du i s c o nc e al e dunless otherwise noted

or

shown.RunnocondunsinconCie slabsexcept at pointofpenebaon Al penetat ons shal be at rghtanglesto

slab suraces.

B R un e xp os ed c on du i paralel to or

at

rght angles

to

center lnes of columns andbeams

C. Suppor conduiswih UL lsted steelconduisupporsa intervals equied by CEC. Wies

or

sheetmetalst ps are notacceptable for condui suppor Usecondui hangers

for alconduis notdiecty astened to stucture

and

for al mulple condui runs

D Individualcondui s 34 ze may be suppored fom ceing suppor

wies

wih Caddy clps only

i

acceptable

to

localcode.

Only

one condui is pennied to beatached

to

any ceing suppor wie.Hangsuch condui so as not to

afect

evel

of

ceing.

E

Instal conduis above ceings to avod obstuctng removal of ceing tes,lghtng fxtures,ai diusers, etc

F Provide condui sleevesand chases whereverconduis pass hrough foors and f e-atedwas

Set

nforms before concrete ispoured. Al penetatonsofroofs and

exteror

wals

by

electcal work shal

be

fashed

and

counterashed

to

preserve weatheiJroofintegr y ofbui ding. Materaland techniques

usedsha

conform to roof

o

wal

weatheiJroofng speci caton.

Al

foor

andwal

penetatons

shalbe made

waterght

G . A l u n de rg ro un d

conduis

andducts 2' and

larger

shal beproven

clearby

pulng through a mandrel14

smaler

than the inside diameter

H

Outet

and

juncton boxes shal

be

sized per

the

C.E.C.

based on

wie

sze

and quanty ofwies

as a

minimum.

I Outetboxes shal

be

atached to sb.Jds and

or

backing in a gid mannerso they cannotbe pushed back into the wal

or

ceing space

i

he hole cut n the wal orceing fnish

materal ismisal gned.

J. Swich and plaster rngs shal be amaximum distance of

118w

fom fnish wal orceing materalsuch assheetrocko te.

3.04 INSTALLATION OF

WIRES

600VOLTS AND BELOW

A

Pulno wie

into any

poron

of

he condui system

unt

al

constuct on work

which

might

damage he

wie

hasbeen completed.

B

Instal al wie contnuous fom outet to outetor erminal to terminal Splces

in

cables whenrequi ed shal

be

made

in

pulboxes

or

uncton boxes Make branch cicui

splces

in

outet

boxes

wih

8'

ofcom dly

coo


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Documents

C) City of Carmel Beach Restrooms_Bid Set Drawings 02-25-2014