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proposed site planscale on full size sheet: 1" = 10'scale on reduced sheet: 1" = 20'

zoning: SF-3 [Old Enfield NPA] [Old West Austin NHRD]legal description: Lot 30, Enfield G

tax ID: 114080geographic ID: 0114031018

lot size: 6,960 s.f., per survey dated 06.05.2018 provided by owner

site calculationsbuilding areas

new house / 1st floor: 1570new house / 1st floor covered front porch: 46new house / 1st floor covered side porch: 114

new house / 1st floor covered back porch: 86new house / 2nd floor: 1202

new house / 2nd floor covered balcony: 56detached 2-car garage: 442

building coverage 2258 (32.44%)new house / 1st floor: 1570

new house / 1st floor covered front porch: 46new house / 1st floor covered side porch: 114

new house / 1st floor covered back porch: 86detached 2-car garage: 442

impervious coverage 2879 (41.36%)building coverage: 2258

uncovered concrete side porch: 86concrete driveway: 426

stepping stones, uncovered steps, stone planter: 100AC pad: 9

gross floor area 2772 (39.83%)new house / 1st floor: 1570

new house / 1st floor covered front porch: 0 [46 sf exempted]new house / 1st floor covered side porch: 0 [114 sf exempted]

new house / 1st floor covered back porch: 0 [86 sf exempted]new house / 2nd floor: 1202

new house / 2nd floor covered balcony: 0 [56 sf exempted]detached 2-car garage: 0 [442 sf exempted per subchapter F, 3.3.2.B.1]

front yard impervious cover 0 (0.00%)[area of required front yard: 1,625 s.f.]

portion of covered front porch: uncovered concrete in frontyard:

scope of workNew 2-story house w/ detached 2-car garage, covered front porch, partially covered side porch, covered back porch and covered balconyModify curb cut and construct new driveway No sidewalk exists, fee-in-lieu to be paid

notesThese drawings represent architectural intent ONLY. Structural design and specification to be performed by othersAll finish, detailing and materials selections by OwnerLot Survey was performed under separate contract by OwnerProtected-class trees exist on site - see tree protection plan p. 1bProject is subject to visitability requirements / local code ammendment section R320

codes City of Austin Land Development Code 2015 International Residential Code + local amendments 2017 National Electrical Code + local amendments 2015 Uniform Plumbing Code + local amendments 2015 Uniform Mechanical Code + local amendments 2015 International Fire Code + local amendments 2015 International Energy Conservation Code + local amendments

slab dimension

63'-7"

0 10 20 30 40 FT

NEW 2-STORY HOUSEtop of slab = 564.25average adjacent grade = 562.35first floor [1570 sf]second floor [1202 sf]covered front porch [46 sf]covered side porch [114 sf]covered rear porch [86 sf]covered balcony [56 sf]

NOTE ON OVERHANGS IN SETBACKSAT WEST & SOUTH PROPERTY LINESoverhangs that extend into required yards must provide 1-hr. rating per 2015 IRC table R302.1(1).[i.e.: solid 'hardisoffit' or equal at underside, no venting]overhang MAY NOT project more than 2'-0" into sideyard

tree table#100 9" Pecan#101 8" Pecan#102 22" Live Oak#118 16" Lacy Oak#119 Crepe Myrtle

[4] 4" [2] 3" [5] 2"#131 13" Pecan#144 12" Pecan#145 13" Tallow#146 15" Tallow#147 9" Tallow#148 21" Tallow#160 20" Live Oak#191 27" Pecan

25'

FRON

TYAR

D SE

TBAC

K

NEW

FIEL

D LA

NE

POLO ROAD

SURVEY NOTE:BENCHMARK: TRIANGLE ON CURBNAVD ELEVATION = 559.26'

modify / enlarge

existing curb cut

18'-0"

2'-6"

2'-6"

flare

flare

49'-5"

23'-3"

slab dimension

5'-5"

20'-9

1/2

"sla

b di

men

sion

20'-9 1/2"

5'-5"

5'-4"

28'-1

1"sla

b di

men

sion

#100

#101

#102#119

#131

#144

#145

#146

#148

#160

#191

#118

#147

565

564

563

562

561

560

559

565

564

563

562

561

560 OHE

OHE

OHE

OHE

OHE

OHE

POWER

POLE

line of second floor

NEW 2-CAR GARAGEtop of slab = 565.90average adjacent grade = 564.85detached 2-car garage [442 sf]

NOTE ON OVERHANGS IN SETBACKSAT EAST & SOUTH PROPERTY LINESoverhangs that extend into required yards must provide 1-hr. rating per 2015 IRC table R302.1(1).[i.e.: solid 'hardisoffit' or equal at underside, no venting]overhang MAY NOT project more than 2'-0" into sideyard

S29°

46'56

"W -

- 49

.79'

N29°

46'56

"E -

- 49

.96'

S62°21'37"E -- 139.79'

15' STREET SIDEYARD SETBACK covered front

porchpl

ante

r

cove

red

back

porc

h

10' PORCH STREET SIDETYARD SETBACK 25-2-513 (G)covered side

porch

10' R

EARY

ARD

SETB

ACK

5' RE

ARYA

RD S

ETBA

CK -

25-2

-555

[B]

for a

cces

sory

buil

ding

less t

han

15' ta

ll

564.25t. slab @ house

566.00t. slab @ garage

sewer inlet

sewer inlet

sewe

r inle

t

AC equipment to be located by HVAC sucontractor

decomposed granitewalkway / TBD by owner

4'-0"

N62°25'47"W -- 139.80'

5' SIDEYARD SETBACK

steps to street level / TBDby owner

steps to street level / TBDby owner

25'-4"

face of second floor overhang

to property line26'-10"

113'-4"

EXTERIOR ROUTE FROM DETACHED GARAGE PER LOCAL CODE AMMENDMENT R320decomposed granite pathwaymax. slope = 1:12

contrerask

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#100

#101

#102#119

#131

#144

#145

#146

#148

#160

#191

#118

#147

565

564

563

562

561

560

559

565

564

563

562

561

560 OHE

OHE

OHE

OHE

OHE

OHE

POWER

POLE

utility trenching / tree protection planscale on full size sheet: 1" = 10'scale on reduced sheet: 1" = 20'

NOTE:The following items are not allowed to be placed within the 1/2 CRZ's of any protected tree:

portable toiletroll-off box / trash enclosurematerials stagingconcrete washout

see plan for suggested locations - final locatins by GC

REFERENCE CITY OF AUSTIN LAND DEVELOPMENT CODE, SECTION 25-8, SUBCHAPTER B, ARTICLE 1REFERENCE CITY OF AUSTIN ENVIRONMENTAL CRITERIA MANUAL, SECTION 3.5.2

AREA OF TREE PROTECTION FENCING PER ECM 3.5.2chain link mesh, min. 5'-0"provide 8" mulch layer at entire area within fencing

AREA OF MULCHING PER ECM 3.5.2provide 8" mulch layer within limits of CRZ

1. All trees and natural areas shown on plan to be preserved shall be protected during construction with temporary fencing.2. Protective fences shall be erected according to City of Austin Standards for Tree Protection.3. Protective fences shall be installed prior to the start of any site preparation work (clearing, grubbing or grading), and shall be

maintained throughout all phases of the construction project.4. Erosion and sedimentation control barriers shall be installed or maintained in a manner which does not result in soil build-up

within tree drip lines.5. Protective fences shall surround the trees or group of trees, and will be located at the outermost limit of branches (drip line),

for natural areas, protective fences shall follow the Limit of Construction line, in order to prevent the following:A. Soil compaction in the root zone area resulting from vehicular traffic or storage of equipment or materials;B. Root zone disturbances due to grade changes (greater than 6 inches cut or fill), or trenching not reviewed and

by the City Aborist;C. Wounds to exposed roots, trunk or limbs by mechanical equipment;D. Other activities detrimental to trees such as chemical storage, cement truck cleaning, and fires.

6. Exceptions to installing fences at tree drip lines may be permitted in the following cases:A. Where there is to be an approved grade change, impermeable paving surface, tree well, or other such site development,

erect the fence approximately 2 to 4 feet beyond the area disturbed;B. Where permeable paving is to be installed within a tree's drip line, erect the fence at the outer limits of the permeable

paving area (prior to site grading so that this area is graded separately prior to paving installation to minimized root damage);C. Where trees are close to proposed buildings, erect the fence to allow 6 to 10 feet of work space between the fence and

the building;D. Where there are severe space constraints due to tract size, or other special requirements, contact the City Arborist at

974-1876 to discuss alternatives.

Special Note: For the protection of natural areas, no exceptions to installing fences at the Limit of Construction line will be permitted.

7. Where any of the above exceptions result in a fence being closer than 4 feet to a tree trunk, protect the trunk with strapped-on planking to a height of 8 ft (or to the limits of lower branching) in addition to the reduced fencing provided.

8. Trees approved for removal shall be removed in a manner which does not impact trees to be preserved.9. Any roots exposed by construction activity shall be pruned flush with the soil. Backfill root areas with good quality top soil

as soon as possible.If exposed root areas are not backfilled within 2 days, cover them with organic material in a manner which reduces soil temperature and minimizes water loss due to evaporation.

10. Any trenching required for the installation of landscape irrigation shall be placed as far from existing tree trunks as possible.11. No landscape topsoil dressing greater than 4 inches shall be permitted within the drip line of trees. No soil is permitted on

the root flare of any tree.12. Pruning to provide clearance for structures, vehicular traffic and equipment shall take place before damage occurs

(ripping of branches, etc.).13. All finished pruning shall be done according to recognized, approved standards of the industry (Reference the National

Arborist Association Pruning Standards for Shade Trees available on request from the City Arborist).14. Deviations from the above notes may be considered ordinance violations if there is substantial non-compliance or if a tree

sustains damage as a result.

0 10 20 30 40 FT

tree table#100 9" Pecan#101 8" Pecan#102 22" Live Oak#118 16" Lacy Oak#119 Crepe Myrtle

[4] 4" [2] 3" [5] 2"#131 13" Pecan#144 12" Pecan#145 13" Tallow#146 15" Tallow#147 9" Tallow#148 21" Tallow#160 20" Live Oak#191 27" Pecan


S29°

46'56

"W -

- 49

.79'

N29°

46'56

"E -

- 49

.96'

S62°21'37"E -- 139.79'

N62°25'47"W -- 139.80'

WW

WW

WW

WW

exis

ting

wate

r

met

er

WATER LINE TO NEW HOUSEexisting 3/4" water meter in Polo Street - 77' E of W PLfinal location of line to house by plumberNO TREE IMPACTS PROPOSED

W

W

WW

WW

WW

WW

WASTEWATER LINE TO NEW HOUSEexisting connection in Polo Street - 11' E of W PL

final location by plumberNO TREE IMPACTS PROPOSED

13" PECAN TREE TOBE REMOVED

GAS LINE TO NEW HOUSEgas line is existing - verify location

meter location by plumberNO TREE IMPACTS PROPOSED

GAS

GAS

GAS

GAS

OVERHEAD ELECTRICAL TO NEW HOUSEfrom existing power pole

panel location by electricianNO TREE IMPACTS PROPOSED

5'-0"

5'-0"

5'-0"

portabletoilet

concretewashout

EXTERIOR ROUTE FROM DETACHED GARAGE PER LOCAL CODE AMMENDMENT R320decomposed granite pathway - max. slope = 1:12NO IMPACTS ALLOWED WITHIN 1/4 CRZ OF PROTECTED TREENO CUT OR FILL GREATER THAN 4" ALLOWED WITHIN 1/2 CRZ OF PROTECTED TREE

9" PECAN TREE TOBE REMOVED

DASHED LINES INDICATE EXISTING CONCRETE DRIVEWAYto remain in place for use / access during construction

materials staging

SITE

ACC

ESS

insta

ll plyw

ood

shee

ts ov

er

mulc

h lay

er a

t are

as o

f

path

way t

hat a

re w

ithin

the

full

CRZ

of a

ny p

rote

cted

tree

roll-off box

SITE

ACC

ESS

insta

ll plyw

ood

shee

ts ov

er

mulc

h lay

er a

t are

as o

f

path

way t

hat a

re w

ithin

the

full

CRZ

of a

ny p

rote

cted

tree

565

564

563

562

561

560

559

565

564

563

562

561

560 #100

#101

#102#119

#131

#144

#145

#146

#148

#160

#191

#118

#147

existing development on lotscale on full size sheet: 1" = 20'-0"scale on reduced sheet: 1" = 40'-0LOT TO BE CLEARED - ALL IMPROVEMENTS TO BE REMOVED

• tree protection fencing to be in place prior to start of demo work• excavation / demolition within the 1/2 CRZ of any protected tree must be performed using hand tools

[concrete patio & driveway, brick walkway, wood deck]

EXISTING CONCRETE DRIVEWAYto remain in place for use / access during construction

EXISTING DETACHED GARAGEslab-on-grade foundation

EXISTING WOOD DECK

EXISTING CONCRETE PATIO

EXISTINGCONCRETE

PORCH & STEPS

EXISTING 1-STORY HOUSEpier & beam

EXISTING BRICK WALKWAY

0 10 20 30 40 FT

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3 0 x 6 8

p. 2

garage floor planscale on full size sheet: 1/4" = 1'-0"scale on reduced sheet: 1/8" = 1'-0

• dimensions are generally given to framing• provide hard wired smoke detectors per 2015 IRC R314• provide carbon monoxide alarms per 2015 IRC R315• provide ventilation in bathrooms per 2015 IRC R303.4

0 2 4 6 8 10 FT

20'-9 1/2"

TWO-CAR GARAGE

20'-9

1/2

"

180 O.H. door

slop

e: re

f 201

5 IR

C R

309.

1

provide service for opener

SS

EXTERIOR ROUTE FROM DETACHED GARAGEPER LOCAL CODE AMMENDMENT R3203'-0" X 6'-8" door w/ no-step entrymax. 1/2" beveled thresholdsee also: site plan

E

HOSEBIBB

WP

LED utility fixturesin garage

S

door schedule• review door selection & finish with owner• review hardware selection & specification with owner• see floor plans for handing

1 3'-0" x 6'-8" custom entry door - to be selected by ownernotes: door & installation shall meet requirements of 2015 IRC R311.2, R311.3

door is installed in tandem with field glazed sidelite & transom windows

2 2'-8" x 8'-0" sc hinged doorat 1/2 bath: door & installation shall meet requirements of local code amendment R320

door is outswinging to preserve required clear floor space in 1/2 bath

3 2'-6" x 8'-0" sc hinged door

4 2'-8" x 8'-0" sc pocket door w/ glass lite

5 9'-0" x 8'-0" 3-panel exterior sliding door

6 6'-0" x 8'-0" 2-panel exterior center hinge doornotes: door & installation shall meet requirements of local code amendment R320

7 2'-8" x 8'-0" sc pocket doornotes:

8 NOT USEDnotes:

9 2'-6" x 8'-0" sc pocket door


11 2'-6" x 7'-0" sc pocket door



14 3'-0" x 7'-0"" sc hinged door - 2 leavesnotes: provide 180° hinges

15 5'-0" x 7'-0" 2-panel exterior sliding door

16 3'-0" x 6'-8" exterior doornotes: self-closing & latching

window schedule

• review window selection & finish w/ owner• verify rough opening sizes w/ window manufacturer / install windows per manufacturer instruction• verify egress compliance with manufacturer• glazing to meet 2015 energy conservation code / COA ammendments• provide screens at operable units

A 2'-0" x 6'-0" fixed windowheader: 8'-0"

notes: unit to be installed in stone veneer wall at entry

B 1'-0" x 3'-6" fixed windowheader: 7'-0"

C 2'-0" x 4'-6" opr casementheader: 8'-0"

D 4'-0" x 4'-6" fixed windowheader: 8'-0"

E 4'-0" x 4'-6" fixed window - hazardous location over tubheader: 8'-0"

notes: window to be partially frosted - review w/ owner

F 9'-0" x 6'-0" 3 units mulled together - egress locationheader: 3'-0" x 6'-0" fixed

3'-0" x 6'-0" casement3'-0" x 6'-0" fixed

header: 8'-0"

G 3'-0" x 8'-0" fixed window in stairwellheader: 5'-6" above 2nd floor

H operable casementheader: 7'-0"

notes: center in wall under gable peak

J 6'-0" x 5'-0" 2 units mulled together - egress location3'-0" x 5'-0" fixed3'-0" x 5'-0" casement

header: 7'-0"

K 2'-0" x 3'-6" opr casementheader: 7'-0"

L 9'-0" x 4'-6" 3 units mulled together header: 3'-0" x 4'-6" fixed

3'-0" x 4'-6" casement3'-0" x 4'-6" fixed

header: 6-8"

M 4'-0" x 2'-0" fixed window - in showerheader: 8'-0"

notes:

door

16

prov

ide

cond

uit /

ser

vice

in

grou

nd fo

r gat

e at

pro

perty

line

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15'-0

" stre

et s

idey

ard

setb

ack

5'-0

" sid

eyar

d se

tbac

k

11'-0

"

125

p. 5a

0 2 4 6 8 10 FT

NOTE ON OVERHANGS IN SETBACKSWHERE APPLICABLEoverhangs that extend into required yards must provide 1-hr. rating per 2015 IRC table R302.1(1).[i.e.: solid 'hardisoffit' or equal at underside, no venting]overhang MAY NOT project more than 2'-0" into required yard

build

ing

heig

htab

ove

aver

age

adj.

grad

e

27'-2

"

[562.35]average adjacentgrade @ house

midpoint of highest gable @ house

125

15'-0

" stre

et s

idey

ard

setb

ack

5'-0

" sid

eyar

d se

tbac

k

129

NOTE ON OVERHANGS IN SETBACKSWHERE APPLICABLE

overhangs that extend into required yards must provide 1-hr.rating per 2015 IRC table R302.1(1).

[i.e.: solid 'hardisoffit' or equal at underside, no venting]overhang MAY NOT project more than 2'-0" into required yard

11'-0

"

125

10'

ope

n po

rch

setb

ack

[LD

C 2

5-2-

513

(G)]

4'-0"

stone planter

stone veneer

0

129

4'-0"

T&G wood ceiling at porches

9'-0

"8'

-0"

install chimney permanufacturer's instructions

roof over sideyard porch may NOTextend past 10' porch setback

verify w/ tree canopy

west elevation - Newfield Lanescale: 3/16" = 1'-0" on full size sheetscale: 3/32" = 1'-0" on reduced [11x17] sheet

east elevation scale: 3/16" = 1'-0" on full size sheetscale: 3/32" = 1'-0" on reduced [11x17] sheet

0 2 4 6 8 10 FT

9'-0" pl. ht.

second floor10'-0" pl. ht.

[564.25] t. / slab

prop

erty

line

prop

erty

line

[portion 2]

[562.7

0]

high p

oint p

ortion

1

at no

rth prop

erty li

ne

[portion 1]

T&G wood ceiling atporches / overhangs

9'-0" pl. ht.


[564.25] t. / slab

[portion 1]

prop

erty

line

[564.10]high point portion 2

at north property line

[portion 2]

prop

erty

line

nom.18" d. floortrusses assumed

build

ing

heig

htab

ove

aver

age

adj.

grad

e

27'-2

"

[562.35]average adjacentgrade @ house

midpoint of highest gable @ house

10'

ope

n po

rch

setb

ack

[LD

C 2

5-2-

513

(G)]

roof over sideyard porch may NOT extend past 10' porch setbackverify w/ tree canopy

setback tent diagramscale on full size sheet: 1" = 10'scale on reduced sheet: 1" = 20'

• elevation points taken from survey dated 06.05.2018

565

564

563

562

561

560

559

565

564

563

562

561

560

POWER

POLE

[portion 3]

40'-0"

40'-0"

35'-4"

[portion 1]

[portion 2]

NEW 2-STORY HOUSEtop of slab = 564.25average adjacent grade = 562.35

[bui

ldin

g lin

e]

face

of r

oof o

verh

ang

[561.20]

low point portion 1


[564.10]

high point portion 2

[562.70]


[565.70]


[563.90]

low point portion 3

[561.20]lowest adjacent grade

@ house

[563.50] highest adjacent grade @ house

[565.40] highest adjacent grade @ garage

[564.30]lowest adjacent grade

@ garage

NEW 2-CAR GARAGEtop of slab = 565.90average adjacent grade = 564.85

[562.60]

low point portion 2

contrerask

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129

p. 5b0 2 4 6 8 10 FT

0 2 4 6 8 10 FT

T&G wood ceiling at porches / overhangs

stone veneer at entry & planter

field glazed windows / wood trim at entry

metal roofslope to drain

9'-0

"8'

-0"

partially frosted glazing at windowover tub in master bathroom

south elevationscale: 3/16" = 1'-0" on full size sheetscale: 3/32" = 1'-0" on reduced [11x17] sheet

north elevation - Polo Roadscale: 3/16" = 1'-0" on full size sheetscale: 3/32" = 1'-0" on reduced [11x17] sheet

129

0 2 4 6 8 10 FT

10'-0

" rea

ryar

d se

tbac

k

prop

erty

line

[portion 2]

[portion 3]

[564.10]



[562.70]



[565.70]


at south property line

5' R

EARY

ARD

SET

BAC

K - 2

5-2-

555

[B]

for a

cces

sory

bui

ldin

g le

ss th

an 1

5' ta

ll

[portion 1]

NOTEbuilding line IS NOT perpindicular to north property linesee setback plane diagram

9'-0"pl. ht.

[565.90]t. / slab @

garage

10'-0

" rea

ryar

d se

tbac

k

prop

erty

line

[portion 2]

[portion 3]

[564.10]

high p

oint p

ortion

2

at no

rth prop

erty li

ne

[562.70]

high p

oint p

ortion

1

at no

rth prop

erty li

ne

[565.70]

high p

oint p

ortion

3

at so

uth prop

erty li

ne

5' R

EARY

ARD

SET

BAC

K - 2

5-2-

555

[B]

for a

cces

sory

bui

ldin

g le

ss th

an 1

5' ta

ll

[portion 1]

9'-0" pl. ht.


[564.25] t. / slab

nom.18" d. floortrusses assumed

9'-0"pl. ht.

second floor10'-0"pl. ht.

[564.25]t. / slab

contrerask

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