CITY OF VESTAVIA HILLS DESIGN REVIEW BOARD AGENDA MAY …

CITY OF VESTAVIA HILLS DESIGN REVIEW BOARD

AGENDA MAY 6, 2021

6:00 P.M. Roll Call. Approval of minutes – April 1, 2021 (1) D-0521-08 Parker Ophthalmic Properties, LLC is requesting Landscape

Review, Architectural Review, Final Review of Materials for the property located at 3745 Corporate Woods Dr. The purpose of this request is for a new building. The property is owned by Parker Ophthalmic Properties, LLC and is zoned Vestavia Hills PB.

Time of Adjournment.

Design Review Board Minutes

Page | 1

CITY OF VESTAVIA HILLS

DESIGN REVIEW BOARD

MINUTES

APRIL 1, 2021

The Vestavia Hills Landscape and Architectural Control Board met in a regular session on this date at 6:00 PM. The roll was called with the following: MEMBERS PRESENT: Robert Thompson, Chairman Mae Coshatt

David Giddens Joe Ellis

Chris Pugh Jeff Slaton Rip Weaver MEMBERS ABSENT: OTHER OFFICIALS PRESENT: Conrad Garrison, City Planner

APPROVAL OF MINUTES

The minutes for March 4, 2021 were presented for approval. MOTION Motion to dispense with the reading of the minutes for March 4, 2021 was

made by Mr. Slaton and 2nd was by Mr. Giddens. Motion as carried on a voice vote as follows:

Mrs. Coshatt – yes Mr. Giddens– yes Mr. Pugh – yes Mr. Ellis– yes Mr. Slaton– yes Mr. Weaver – yes Mr. Thompson – yes Motion carries.

FINAL REVIEW OF MATERIALS

D-0320-08 Stone Creek Dental is requesting Final Review of Materials for the property located at 1990 Southwood Rd. The purpose of this request is for a new building. The property is owned by Stone Creek Dental and is zoned Vestavia Hills O-1.

Mr. Garrison described the background of the request and stated the colors and materials would be changed from the previous version.


Page | 2

Paul DiGorio was present to explain the changes. The Board agreed. MOTION Motion to approve Final Review of Materials, for the property located at

1990 Southwood Rd. was made by Mr. Slaton. Second was made by Mr. Weaver. Voice vote as follows:


LANDSCAPE REVIEW

Mr. Garrison described the background of the request. Chris Pugh (who recused) and Al Neebly were present to explain the plan. The Board agreed. MOTION Motion to approve Landscape Review, for the property located at 1124

Montgomery Hwy. was made by Mr. Ellis. Second was made by Mr. Giddens. Voice vote as follows:

Mrs. Coshatt – yes Mr. Giddens– yes Mr. Pugh – recused Mr. Ellis– yes Mr. Slaton– yes Mr. Weaver – yes Mr. Thompson – yes Motion carries.

LANDSCAPE REVIEW

D-0421-07 Alabama Power is requesting Landscape Review for the property located at 3102 Massey Rd. The purpose of this request is for a new landscape plan. The property is owned by Alabama Power and is zoned Vestavia Hills R-2.

Mr. Garrison described the background of the request and stated Alabama Power was re-landscaping a power substation.

D-0421-06 Southminister Presbyterian Church is requesting Landscape Review for the property located at 1124 Montgomery Hwy. The purpose of this request is for a new landscape plan. The property is owned by Southminister Presbyterian Church and is zoned Inst-1.


Page | 3

William Johnson was present to explain the changes. The Board agreed. MOTION Motion to approve Landscape Review, for the property located at 3102

Massey Rd. was made by Mr. Weaver. Second was made by Mr. Pugh. Voice vote as follows:


___________________________ Conrad Garrison City Planner

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N:\2020 Projects\Parker Ophthalmic Properties\20-0281 - Corporate Woods Add to Liberty Park, Res No 6, Lot 1K\Engineering\Construction Documents\20-0281 2021-03-25.dwg Mar 25,2021 - 10:08 am

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as

to th

e ac

cura

cy o

f the

topo

grap

hic

surv

ey a

nd e

xist

ing

utilit

ies

furn

ishe

d on

the

grad

ing

plan

and

/or u

tility

pla

n by

per

sona

l exa

min

atio

n of

the

site

and

the

exis

ting

cond

ition

s. I

f the

Con

tract

or d

isag

rees

with

the

topo

grap

hic

surv

ey o

r the

exis

ting

utilit

y lo

catio

ns, t

hey

mus

t not

ify in

writ

ing

the

Con

tract

ing

Offi

cer i

n ad

vanc

e of

bid

ding

or i

t is

take

n th

at th

e C

ontra

ctor

acc

epts

the

exis

ting

topo

grap

hy a

nd u

tiliti

es a

s sh

own.

2. C

ontra

ctor

sha

ll pr

otec

t all

prop

erty

cor

ners

and

ben

chm

ark.

If d

estro

yed

durin

g co

nstru

ctio

n,co

ntra

ctor

sha

ll re

plac

e at

his

exp

ense

.3.

Con

tract

or is

resp

onsi

ble

for a

ny a

nd a

ll da

mag

e ca

used

to e

xist

ing

impr

ovem

ents

on

site

or o

ff si

tedu

e to

the

cons

truct

ion

of th

is p

roje

ct.

Con

tract

or s

hall

repa

ir or

repl

ace

any

dam

aged

exi

stin

gim

prov

emen

ts a

t his

exp

ense

. R

epai

rs s

hall

be e

qual

to o

r bet

ter t

han

the

exis

ting

cond

ition

s.4.

Han

dica

p sy

mbo

ls, s

igns

, and

ram

ps s

hall

be in

stal

led

in a

ccor

danc

e w

ith lo

cal,

stat

e, a

nd A

DA

requ

irem

ents

. M

axim

um s

lope

in h

andi

cap

area

s sh

all n

ot e

xcee

d 2%

in a

ny d

irect

ion.

5. C

ontra

ctor

sha

ll co

ntac

t all

utilit

ies

and

loca

te a

ll ut

ilitie

s w

ithin

the

wor

k ar

ea p

rior t

o st

artin

gco

nstru

ctio

n. A

ny c

onfli

cts

shal

l be

repo

rted

to th

e en

gine

er p

rior t

o st

artin

g co

nstru

ctio

n. C

ontra

ctor

isre

spon

sibl

e fo

r fix

ing

any

utilit

ies

dam

aged

dur

ing

cons

truct

ion.

6. C

ontra

ctor

sha

ll ob

tain

all

perm

its a

nd a

ppro

vals

prio

r to

begi

nnin

g co

nstru

ctio

n.7.

Gon

zale

z St

reng

th &

Ass

ocia

tes,

, sha

ll no

t hav

e au

thor

ity o

ver t

he C

ontra

ctor

's w

ork

and/

orre

spon

sibi

litie

s. G

onza

lez

Stre

ngth

& A

ssoc

iate

s, In

c. is

not

resp

onsi

ble

for m

etho

ds o

r pro

cedu

res

ofco

nstru

ctio

n se

lect

ed b

y th

e C

ontra

ctor

, or f

or s

afet

y pr

ecau

tions

inci

dent

to th

e w

ork

of th

e C

ontra

ctor

,or

for a

ny fa

ilure

of t

he C

ontra

ctor

to c

ompl

y w

ith la

ws,

rule

s, re

gula

tions

, ord

inan

ces,

or c

odes

appl

icab

le to

the

Con

tract

or fu

rnis

hing

and

per

form

ing

the

wor

k.

BA H

ACC

ESSI

BLE

PAR

KIN

G S

PAC

E, S

IGN

, SYM

BOL

AND

AC

CES

S AI

SLE;

SEE

DET

AILS

IF

C D E JG

18" C

UR

B AN

D G

UTT

ER R

EQ'D

- TY

PIC

AL.

SEE

DET

AIL

REQ

UIR

ED S

TOP

SIG

N, S

TOP

BAR

, AN

D S

TRIP

ING

HEA

VY D

UTY

ASP

HAL

T P

AVIN

G R

EQU

IRED

; SEE

ASP

HAL

T PA

VIN

G S

ECTI

ON

S

CO

NC

RET

E SI

DEW

ALK

REQ

'D; S

EE D

ETAI

L

KA

PRO

POSE

D S

ITE

SIG

NAG

E LO

CAT

ION

; SEE

SIG

NAG

E D

RAW

ING

S FO

R M

OR

E IN

FOR

MAT

ION

TRAN

SFO

RM

ER P

AD R

EQ'D

. C

ON

TRAC

TOR

SH

ALL

CO

OR

DIN

ATE

WIT

H U

TILI

TY C

OM

PAN

Y FO

R P

AD D

IMEN

SIO

NS,

LOC

ATIO

N, A

ND

SPE

CIF

ICAT

ION

S.

STAN

DAR

D D

UTY

ASP

HAL

T P

AVIN

G R

EQU

IRED

; SEE

ASP

HAL

T PA

VIN

G S

ECTI

ON

S

HEA

VY D

UTY

CO

NC

RET

E PA

VIN

G R

EQU

IRED

AT

DU

MPS

TER

EN

CLO

SUR

E ; S

EE C

ON

CR

ETE

PAVI

NG

SEC

TIO

NS.

SEE

ARC

HIT

ECTU

RAL

PLA

NS

FOR

AD

DIT

ION

AL IN

FOR

MAT

ION

AN

D D

ETAI

LS O

F D

UM

PSTE

R E

NC

LOSU

RE

ASPH

ALT

CO

NC

RET

EST

AND

ARD

DU

TYSI

DEW

ALK

ASPH

ALT

HEA

VY D

UTY

HEA

VY D

UTY

CO

NC

RET

E

4" W

HIT

E PA

INTE

D P

ARKI

NG

STR

IPE

REQ

UIR

ED. -

TYP

ICAL

A

B

B

B

C

C

C

C

C

D

E

E

E

E

E

F

G

G

H

H

I

PATI

ENT

PAR

KIN

G S

IGN

AGE

LOC

ATIO

N; S

EE S

IGN

AGE

DR

AWIN

GS

FOR

MO

RE

INFO

RM

ATIO

N

K

F

24' J

LAC

CES

SIBL

E R

AMP

REQ

'D.

SEE

DET

AILS

.

LL

PR

OF

ES

SIO

NA

L

No

. 3

56

54 03/25/21

MED

ICAL

OFF

ICE

BLD

G±1

1,00

0 S.

F.FF

E=±6

12.0

0

T

612.

00

612.

00

612.

00

612.

00

612.

00

611.

65611.

65

611.

4561

1.45

611.

4561

1.45

611.

5061

1.30

611.

30

611.

4561

1.45

611.

3061

1.30

611.

30

611.

38

611.

35

611.

2061

1.20

611.

50

611.

50

611.

30

611.

35

611.

22 S

610.

72 A

611.

27 S

610.

77 A

611.

32 S

610.

82 A

610.

85

610.

93

610.

36

610.

43

610.

30 S

610.

30 A

610.

35 S

610.

35 A

610.

75 S

610.

25 A

610.

85 S

610.

35 A

610.

50

610.

93

611.

6061

1.50

611.

88

611.

55

611.

19

611.

50

611.

35

611.

4361

0.71

610.

66

610.

24

610.

1461

0.81

610.

59

610.

74

610.

15 S

610.

15 A

610.

65 S

610.

20 A

610.

05 S

610.

05 A

610.

45 S

609.

95 A

611.

90 S

611.

40 A

611.

90 S

611.

40 A

611.

90 S

611.

40 A

611.

63 S

611.

13 A

612.

6861

2.20

610.

75

610.

75

610.

50

610.

25

610.

00

609.

75609.

50

609.

25

609.

00

609.

0060

8.00

607.

50

609.

65

609.

90

611.

1961

2.12

612.

03

611.

78

611.

42

611.

51

611.

75

611.

75

611.

00 S

610.

50 A

611.

09

611.

50

611.

5061

1.50

610.

50 S

610.

00 A

610.

16

610.

21

609.

75

609.

50

608.

50

608.

75

609.

25

610.

80 S

610.

30 A

610.

89

606.

50

606.

5060

6.60

613.

7661

3.54

613.

7261

3.94

614.

1261

3.90

614.

14

615.

50

610.

45 P

ON

DBO

TTO

MEL

EVAT

ION

609

608

607

607

60760

6

611 61

0

609

60660

4

607

60460

660

660

4

611

614

611610

609

608

609

610

611

609

610

609

610

611

609607

610

612

613

614

615

613

611

609

608608

610

612

613

614

613

602

603


XXX.

XX S

=ELE

VATI

ON

AT

TOP

OF

SID

EWAL

KXX

X.XX

TO

C=E

LEVA

TIO

N A

T TO

P O

F C

UR

BXX

X.XX

A=E

LEVA

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T TO

P O

F PA

VIN

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BATI

E PR

OPO

SED

18"

RC

P TO

EXI

STIN

G Y

ARD

INLE

T.TI

E EL

EV=5

98.0

7

35 L

F 18

" RC

P @

2.6

6% S

LOPE

REQ

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A

B

C

4' X

4' P

REC

AST

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NC

RET

E O

UTL

ET C

ON

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L ST

RU

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ARD

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T TO

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ON

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IGH

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LL 4

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605.

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15.6

" HIG

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(ON

E SI

DE

ON

LY) I

NV

EL=6

04.1

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L 8"

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MET

ER A

DS

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GLE

WAL

L SO

LID

PIP

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ITH

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IAM

ETER

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LE D

RIL

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AT

BOTT

OM

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F FA

CE

OF

SNAP

EN

D C

AP (W

ATER

QU

ALIT

Y O

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ICE)

=600

.00

INV.

EL

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CP

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TLET

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9.00

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D±3

5 LF

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DS

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GLE

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L SO

LID

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E @

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LF 8

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TER

SO

CK

WR

APPE

D A

DS

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GLE

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L PE

RFO

RAT

ED P

IPE

@ 0

.00%

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PE R

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BED

SO

CK

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APPE

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Y 6'

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EEP

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OF

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UAL

ITY

SOIL

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IA.

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MED

IA S

HAL

L BE

CO

MPO

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ASH

ED S

AND

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2% F

INES

3%-5

% O

RG

ANIC

STO

P O

F SO

IL M

EDIA

BED

ELE

VATI

ON

=602

.00

BOTT

OM

OF

SOIL

MED

IA B

ED/IN

VER

T O

F SO

CK

WR

APPE

D P

IPE=

599.

00D

EF

DAY

LIG

HT

12" A

DS

RO

OF

LEAD

ER C

OLL

ECTO

R P

IPE

@ E

LEV.

= 60

4.00

G12

" AD

S R

OO

F LE

ADER

CO

LLEC

TOR

PIP

E @

1%

MIN

SLO

PE R

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EFER

TO

AR

CH

ITEC

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AL P

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OW

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RO

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EQ'D

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PR

OF

ES

SIO

NA

L

No

. 3

56

54 03/31/21

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N:\2020 Projects\Parker Ophthalmic Properties\20-0281 - Corporate Woods Add to Liberty Park, Res No 6, Lot 1K\Engineering\Construction Documents\20-0281 2021-03-25.dwg Mar 26,2021 - 1:12 pm

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LIM

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PR

OF

ES

SIO

NA

L

No

. 3

56

54 03/25/21

MED

ICAL

OFF

ICE

BLD

G±1

1,00

0 S.

F.FF

E=±6

12.0

0

6" SS6" SS

6" SS

6" S

S6" W2" W

6" W

6" W1" W

2" W

2" W

6" W

UGT UGTUGP

UGT

TU

GP

CO

CO

CO

COC

OCO

UGP

UGP


UTI

LITY

NO

TES

1. C

ontra

ctor

is c

autio

ned

that

all

utilit

ies

on s

ite m

ay n

ot b

e sh

own

and

the

utilit

ies

show

n ar

e ap

prox

imat

e.2.

The

min

imum

hor

izon

tal c

lear

ance

bet

wee

n w

ater

sup

ply

lines

and

san

itary

sew

er li

nes

is 1

0 fe

et.

The

min

imum

ver

tical

clea

ranc

e be

twee

n w

ater

sup

ply

lines

and

san

itary

sew

er li

nes

is 2

feet

.3.

For

all

dom

estic

wat

er s

ervi

ces,

fire

pro

tect

ion,

san

itary

sew

er, g

as, t

elep

hone

, and

pow

er e

ntra

nces

to th

e bu

ildin

g, re

fer

to a

ppro

pria

te p

lans

in a

rchi

tect

ural

dra

win

gs fo

r exa

ct lo

catio

ns a

nd in

vert

elev

atio

ns.

Fiel

d m

odify

loca

tions

sho

wn,

ifre

quire

d.4.

All

utilit

y tre

nche

s sh

all b

e ba

ckfil

led

with

sui

tabl

e fil

l and

com

pact

ed p

er A

STM

D-6

98 to

95%

the

max

imum

dry

den

sity

with

in 3

% o

f opt

imum

moi

stur

e co

nten

t in

6" lo

ose

lifts

. C

ontra

ctor

sha

ll us

e cr

ushe

d co

ncre

te o

r CR

610

for b

eddi

ng a

ndba

ckfil

l und

er p

avem

ent.

5. W

here

uns

uita

ble

soils

are

enc

ount

ered

for b

eddi

ng o

r bac

kfilli

ng p

urpo

ses,

soi

l or a

wel

l gra

ded

ston

e sh

all b

e us

ed to

bed

and

back

fill t

he u

tility

.6.

Sani

tary

Sew

er la

tera

l pip

e m

ay b

e Sc

hedu

le 4

0 PV

C, e

xcep

t whe

n un

der t

he c

ondi

tions

not

ed b

elow

, duc

tile

iron

pipe

shal

l be

used

and

Sch

edul

e 40

PVC

not

allo

wed

:a.

In a

reas

whi

ch h

ave

been

fille

d an

d th

e pr

opos

ed s

ervi

ce li

ne w

ill be

with

in th

e fil

l. If

the

serv

ice

line

is p

lace

d in

an

area

to b

e fil

led

and

the

serv

ice

line

has

eigh

teen

(18)

inch

es

or le

ss o

f nat

ural

mat

eria

l abo

ve th

e pi

pe.

b.W

hen

the

dept

h of

the

serv

ice

line

is g

reat

er th

an fo

urte

en (1

4) fe

et.

c.W

hen

mak

ing

a co

nnec

tion

to a

man

hole

.d.

Whe

n cr

ossi

ng o

ver o

r und

er a

ny s

torm

dra

ins,

wat

er m

ains

, or g

as m

ains

.e.

Whe

n th

e se

wer

ser

vice

line

has

less

than

eig

htee

n (1

8) in

ches

of

perm

anen

t cov

er a

s m

easu

red

from

the

top

ofpi

pe to

the

perm

anen

t cov

er.

f. W

ithin

par

king

lots

, stre

ets,

road

way

s, a

lleys

, or d

rivew

ays,

etc

. whe

re th

e fin

al p

erm

anen

t cov

er is

less

than

thirt

y-si

x(3

6) in

ches

as

mea

sure

d fro

m th

e to

p of

pip

e to

the

perm

anen

t cov

er.

7. A

ll w

ater

mai

ns &

ser

vice

line

s 3"

and

gre

ater

in d

iam

eter

sha

ll be

Duc

tile

Iron

Cla

ss 3

50 b

y m

anuf

actu

rers

app

rove

d by

City

of P

elha

m C

ount

y W

ater

Ser

vice

. Al

l ser

vice

line

less

than

3" i

n di

amet

er s

hall

be T

ype

K co

pper

. Al

l mai

n an

d m

eter

mat

eria

ls m

ust c

ompl

y w

ith S

helb

y C

ount

y W

ater

Ser

vice

Req

uire

men

ts a

nd In

spec

tions

.8.

All

fittin

gs s

hall

be m

echa

nica

l joi

nt ty

pe.

9. C

ontra

ctor

sha

ll m

aint

ain

3 fe

et m

inim

um c

over

on

wat

er li

nes.

10. B

ackf

low

pre

vent

ion

shal

l be

prov

ided

by

the

cont

ract

or o

n do

mes

tic w

ater

ser

vice

, irri

gatio

n, a

nd fi

re p

rote

ctio

n sy

stem

sin

acc

orda

nce

with

the

Wat

er D

epar

tmen

t req

uire

men

ts, s

peci

ficat

ions

and

pro

cedu

res.

11. T

he c

ontra

ctor

is re

spon

sibl

e fo

r pay

ing

all u

tility

fees

incu

rred

as a

ssoc

iate

d w

ith ta

ppin

g to

the

mai

n.12

. The

con

tract

or s

hall

be re

spon

sibl

e fo

r com

plet

ing

all w

ater

, gas

, ele

ctric

, tel

epho

ne s

ervi

ces

from

the

poin

t the

util

ityse

rvic

e co

mpl

etes

thei

r wor

k to

the

poin

t of s

ervi

ce a

t the

bui

ldin

g.13

. Exi

stin

g ov

erhe

ad u

tility

stru

ctur

es a

nd p

ropo

sed

over

head

util

ity e

xten

sion

s to

be

cons

truct

ed b

y th

e ut

ility

auth

ority

sha

llre

tain

the

min

imal

hor

izon

tal a

nd v

ertic

al s

epar

atio

n as

requ

ired

by th

e go

vern

ing

auth

ority

. Th

e co

ntra

ctor

sha

ll up

hold

the

utilit

y au

thor

ity's

min

imal

sep

arat

ion

requ

irem

ents

and

ver

ify th

at a

ll pr

opos

ed u

tiliti

es h

ave

suffi

cien

t cle

aran

ce p

rior t

oin

stal

latio

n. I

n th

e ev

ent a

con

flict

occ

urs

the

cont

ract

or s

hall

inst

all t

he p

ropo

sed

utilit

y as

requ

ired

to b

e in

con

form

ance

with

the

utilit

y au

thor

ity's

requ

irem

ents

and

mak

e a

reco

rd o

f the

cha

nge

on th

e as

-bui

lt dr

awin

gs.

14.

Ref

er to

Site

Ele

ctric

al P

lans

(pro

vide

d by

oth

ers)

for p

ropo

sed

light

pol

e lo

catio

ns a

nd e

lect

rical

ser

vice

rout

e.15

. Th

rust

blo

cks

shal

l be

inst

alle

d on

all

bend

s in

wat

er p

ipe

3" o

r gre

ater

in d

iam

eter

. Se

e de

tails

for i

nfor

mat

ion.

NO

TE:

CO

NTR

ACTO

R S

HAL

L C

OO

RD

INAT

E AL

L PR

OPO

SED

ON

-SIT

E C

ON

DU

IT R

OU

TIN

G F

OR

TEL

EPH

ON

E,PO

WER

AN

D C

ABLE

TV

SER

VIC

E W

ITH

TH

E U

TILI

TYC

OM

PAN

IES.

CO

NTR

ACTO

R S

HAL

L BE

RES

PON

SIBL

E FO

R IN

STAL

LIN

G A

NY

APPU

RTE

NAN

CES

TH

AT A

RE

REQ

UIR

ED.

1) A

LL F

IRE

SER

VIC

ES: B

irmin

gham

Wat

er W

orks

Boa

rd w

ill in

stal

l the

tapp

ing

slee

ve a

nd v

alve

. AD

evel

oper

Inst

all c

ontra

ctor

mus

t be

hire

d to

com

plet

e AL

L di

ggin

g an

d in

stal

latio

n up

to a

nd in

clud

ing

the

mag

netic

flow

met

er v

aults

.

2) B

WW

B w

ill co

nduc

t ful

l ins

talls

on

4” a

nd la

rger

dom

estic

ser

vice

s.

3) D

omes

tic s

ervi

ce a

nd/o

r fire

ser

vice

bac

kflo

w p

reve

nter

ass

embl

y m

ust b

e in

stal

led

outs

ide

the

faci

lity.

The

Back

flow

Dep

artm

ent w

ill re

view

and

eva

luat

e sp

ecia

l con

ditio

ns o

n a

case

by

case

bas

is.

4) T

he c

usto

mer

will

be re

spon

sibl

e fo

r killi

ng A

LL e

xist

ing

and

tem

pora

ry s

ervi

ces

to th

e pr

oper

tysi

mul

tane

ousl

y w

ith th

e in

stal

latio

n of

any

new

ser

vice

con

nect

ions

by

the

Wat

er B

oard

. Any

exi

stin

g an

dte

mpo

rary

ser

vice

s m

ust b

e ki

lled

at th

e m

ain

and

insp

ecte

d by

BW

WB

pers

onne

l bef

ore

the

new

ser

vice

(s)

will

be a

ctiv

ated

. Any

exi

stin

g se

rvic

e to

be

reus

ed b

y th

e cu

stom

er m

ust b

e ap

prov

ed b

e th

e w

ater

Boa

rd’s

Met

er D

epar

tmen

t and

bro

ught

up

to c

urre

nt W

ater

Boa

rd s

tand

ard.

NO

EXE

PTIO

NS.

5) T

he d

omes

tic s

ervi

ce a

nd/o

r fire

ser

vice

bac

kflo

w p

reve

nter

ass

embl

y m

ust N

OT

BE IN

STAL

LED

unt

ilth

e m

agne

tic fl

ow m

eter

ass

embl

y in

stal

latio

n is

com

plet

e. T

he c

usto

mer

will

be re

quire

d to

rem

ove

any

back

flow

pre

vent

er a

ssem

bly

in c

onfli

ct w

ith th

e in

stal

latio

n of

a m

agne

tic fl

ow m

eter

ass

embl

y (n

oex

cept

ions

). A

ny c

ost a

ssoc

iate

d w

ith th

e re

mov

al a

nd re

inst

alla

tion

of a

bac

kflo

w p

reve

nter

asse

mbl

y w

ill be

incu

rred

by th

e cu

stom

er a

nd n

ot th

e W

ater

Boa

rd.

6) T

he fi

re s

ervi

ce a

nd/o

r dom

estic

ser

vice

mag

netic

flow

met

er v

aults

mus

t hav

e lo

catio

n AN

D e

leva

tion

stak

es m

arke

d on

site

bef

ore

BWW

B w

ill m

ake

the

tap

and

set t

he v

ault(

s). T

he o

wne

r or h

is/h

erre

pres

enta

tive

MU

ST s

ign

the

BWW

B fo

rm th

at s

tate

s th

e va

ults

are

set

at t

he p

rope

r loc

atio

n an

del

evat

ion.

Any

cos

t ass

ocia

ted

with

the

rem

oval

and

rein

stal

latio

n of

a m

agne

tic fl

ow m

eter

vau

lt w

illbe

incu

rred

by th

e cu

stom

er a

nd n

ot th

e W

ater

Boa

rd.

7) B

WW

B w

ill N

OT

mak

e an

y fie

ld c

hang

es o

nce

the

draw

ing

has

been

app

rove

d by

BW

WB

pers

onne

l. If

afie

ld c

hang

e is

requ

ired,

you

mus

t sub

mit

a ne

w d

raw

ing

to th

e ap

prop

riate

pro

ject

coo

rdin

ator

in S

yste

mD

evel

opm

ent v

ia e

mai

l and

resc

hedu

le y

our t

ap. N

O E

XEPT

ION

S.

A

NO

TES:

1. B

ACKF

LOW

PR

EVEN

TER

SH

ALL

BE T

ESTE

D U

PON

INST

ALLA

TIO

N A

ND

RES

ULT

S SH

ALL

BE P

RO

VID

ED T

O T

HE

UTI

LITY

CO

MPA

NY.

2. C

ON

TRAC

TOR

SH

ALL

CO

OR

DIN

ATE

WIT

H E

LEC

TRIC

AL, A

ND

LAN

DSC

APE

DR

AWIN

GS

FO

R A

DD

ITIO

NAL

UN

DER

GR

OU

ND

POW

ER, D

ATA,

AN

D IR

RIG

ATIO

NS

LIN

ES.

B H IFC D E GA J

1" IR

RIG

ATIO

N W

ATER

SER

VIC

E R

EQ'D

. CO

OR

DIN

ATE

EXTE

NSI

ON

WIT

H IR

RIG

ATIO

N P

LAN

S.

6" D

.I. S

ANIT

ARY

SEW

ER L

ATER

AL @

1.0

0% M

IN G

RAD

E R

EQ'D

;

REQ

UIR

ED 2

" WAT

ER S

ERVI

CE

WAT

ER S

ERVI

CE

TAP

REQ

'D.

CO

OR

DIN

ATE

WIT

H B

WW

B FO

R C

ON

NEC

TIO

N

K L M N O

CO

OR

DIN

ATE

WIT

H G

AS C

OM

PAN

Y (S

PIR

E EN

ERG

Y) F

OR

CO

NN

ECTI

ON

OF

GAS

SER

VIC

E

REQ

UIR

ED F

IRE

HYD

RAN

T AS

SEM

BLY;

SEE

DET

AILS

REQ

UIR

ED G

AS S

ERVI

CE

LIN

E

CO

OR

DIN

ATE

WIT

H A

RC

HIT

ECTU

RAL

PLA

NS

FOR

EXA

CT

UTI

LITY

TIE

IN L

OC

ATIO

N; T

YPIC

AL

TYPI

CAL

SAN

ITAR

Y SE

WER

TW

O-W

AY C

LEAN

OU

T R

EQU

IRED

P Q

(2) 5

" PVC

CO

ND

UIT

S TO

AT&

T C

ON

NEC

TIO

N P

OIN

T.

R

SAN

ITAR

Y IN

V. A

T BU

ILD

ING

= 6

06.5

0R

EFER

TO

AR

CH

ITEC

TUR

AL P

LAN

S FO

R E

XAC

T LO

CAT

ION

AN

D E

LEVA

TIO

N

REQ

UIR

ED U

ND

ERG

RO

UN

D P

OW

ER T

O T

RAN

SFO

RM

ER; S

EE P

OW

ER N

OTE

TH

IS S

HEE

T; S

EE S

ITE

ELEC

TRIC

AL P

LAN

.

APC

O P

ULL

BOX

REQ

'D.

SEE

SITE

ELE

CTR

ICAL

PLA

N.

REQ

UIR

ED T

RAN

SFO

RM

ER P

AD A

ND

UN

DER

GR

OU

ND

PO

WER

TO

BU

ILD

ING

. SE

E SI

TEEL

ECTR

ICAL

PLA

N.

S

TIE

TO E

XIST

ING

SAN

ITAR

Y SE

WER

MAN

HO

LETI

E EL

EV=6

03.4

2

(2) 1

" PVC

CO

ND

UIT

S FO

R F

UTU

RE

REF

LEC

TIO

N P

OO

L EQ

UIP

MEN

T ; R

EFER

TO

SIT

E EL

ECTR

ICAL

PLAN

S FO

R A

DD

ITIO

NAL

DET

AILS

.

T

POW

ER N

OTE

:1.

GC

SH

ALL

LAY

TWO

5" C

ON

DU

ITS

TO T

RAN

SFO

RM

ER P

ADAN

D F

RO

M P

AD T

O B

UIL

DIN

G; A

LABA

MA

POW

ER T

O P

ULL

POW

ER T

O P

AD, S

ET T

RAN

SFO

RM

ER A

ND

CO

MPL

ETE

PRIM

ARY

WIR

ING

. SE

CO

ND

ARY

WIR

ING

AT

TRAN

SFO

RM

ERAN

D P

OW

ER R

UN

TO

BU

ILD

ING

TO

BE

CO

MPL

ETED

BY

GC

/ELE

CTR

ICAL

CO

NTR

ACTO

R

REQ

UIR

ED 2

" DO

MES

TIC

WAT

ER M

ETER

WIT

H B

ACKF

LOW

PR

EVEN

TOR

PER

BW

WB

STAN

DAR

DSP

ECIF

ICAT

ION

S.

REQ

UIR

ED1"

IRR

IGAT

ION

MET

ER W

ITH

BAC

KFLO

W P

REV

ENTO

R P

ER B

WW

B ST

AND

ARD

SPEC

IFIC

ATIO

NS

BD

C

EF

G

H

REQ

UIR

ED 6

" FIR

E W

ATER

MET

ER A

ND

BAC

KFLO

W P

REV

ENTO

R P

ER B

WW

B ST

AND

ARD

SPEC

IFIC

ATIO

NS.

REQ

UIR

ED 6

" FIR

E SE

RVI

CE

I

J

K

L

M

N

O

P

Q R

S

T

PR

OF

ES

SIO

NA

L

No

. 3

56

54 03/25/21

NEW

SIN

GLE

STO

RY

STEE

L FR

AMED

CO

NST

RU

CTI

ON

BUSI

NES

S O

CC

UPA

NC

Y10

,767

SQ

FT

25' SETBACK

25' SETBACK

25' S

ETBACK

25' S

ETBA

CK

25' SETBACK

25' SETBACK

Date:

CCE

No.

File:

Apr 1

9, 20

21

10:56

:03 am

Time:

ES-0

1.dwg10

28 23

rd S

treet

South

Birm

ingha

m, A

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a 35

205

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ULTI

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ONEN

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ERIN

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Δ

Web

: www

.cce-

eng.c

om20

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34/19

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PM:

C B:

SHEE

TTITLE

SHEE

TNUMBE

RREV

ISIO

NS

DATE

PROJEC

TNUMBE

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THIS DRAWING IS THE PROPERTY OF BARRETT ARCHITECTURE STUDIO, LLC AND IS NOT TO BE REPRODUCED, COPIED OR ALTERED IN WHOLE OR IN PART OR USED FOR ANY PURPOSE WITHOUT THE APPROVAL OF BARRETT ARCHITECTURE STUDIO, LLC AND IS TO BE

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AVE

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05

205.

250.

6161

barre

ttarc

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dio.

com NEW CONSTRUCTION FOR:

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FMC

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VESTAVIA HILLS, ALABAMA

Rev

isio

n Sc

hedu

le

Rev

isio

nD

ate

Rev

isio

nN

umbe

r

NSC

ALE

: 1"

= 3

0'-0

"

SITE

PLA

N -

PHO

TOM

ETRI

CS

PHO

TOM

ETRI

C S

TUD

Y

FIX

TURE

S 'P

L1' &

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