construction documents

1-u ::J c 0 0:: ll. ....1 < z 0

~ u ::J c w ~ Ill w c 0 1-::J < z < >-Ill c w u ::J c 0 0:: ll.

~

J ,_ ~~~

I ~aqgo~u . ..,, ,,....,c....w~ ~~aaanlflt ::t~JJI:I:• • ~ U' l qQ • •

IFill \CJ c:l

:·~~. or~o I II J1A ~~§~gg=qu~ uucac: ~IX 11 .... fiilllil ., 1 ( ar. r:::::o j D O 0 r::;LI 0

oL:II ~~ ~ So t::Jo

1'\J II~ ..;t('..._ z<;il )J/,..,1

~iW§ ~():.., I ;69~,=:==:::!... ~ - iJi I l]LJI fF , = • oG

~r ..

17r==-

~tt r: -...~t..<:

0

' wnru :-J IY UJ D=ilt I J ~ c

H@liUJOJ b m hl:- l ~ I • ;u- L...! ' !l.lr!U/ .Q.~JI It lr1 ,--, ~ ,

Context Map Scale: 1"=800'-0"

Drawing Index: L -1 .0 Existing Conditions Plan L-2.0 Demolition Plan L-3.0 Grading Plan L-4.0 Layout Plan L-5.0 Materials Plan L-6.0 Planting Plan L-6.1 Planting Details L-7.0 Details L-7.1 Details L-7.2 Details

Site Data:

Address: 620 N Boylan Ave Raleigh, NC Owner: Boylan Avenue

Management LLC Parcel I D #: 1704422076 Acreage: .36Ac. Zoning: NB Deed Book: 12827 Deed Page: 0736

Designs E:J&l

~

~ -~

I I,

I,

L

-•· .. -... -...........: ..............

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

..

', -

l:>nOOl:ld 1'9'NOI1V:>na3 >IS300lnV NV AS 03:>nOOl:ld

•

•

I

. .

• .

•

. .. . .

.

.. .

Landscape Architect: Katie Hamilton 2221 Stinson Dr Raleigh, NC 27607

"'D ;u 0 c c: 0 m c IJI -< )> z )> c: -1 0 c m Ill

" m c c: 0

~ 0 z )> r "'D ;u 0 c c: 0 -1

ti ::J c ~ ll. ....1

< z 0

~ ::J c w ~ 1/) w c 0 1-::J < z < ~ c w u ::J c 0 !:t:: ll.


I~ f I <'

I Peace Street " o(

I I ,·'

"' IJ--r"' . . "' . .,~v {;. "' "' ~ . . "' "' "' ~ "' "' "' "' "' "' . .. -"' ...... ·· .. · .... -···~ .-··· .. -.. .

~ <' )-' '">'!} • ~~- r ~~"' . . . . . ' ~ · .-~ -

~ @ .... ~.-.. -·. oe ~_. .. · .·· . ,/. ss 1" ss ss ss ss ss . · . ss ss ss ss . ss· · · .· -.. - ... ss ss ss ss ~ ~ . -~ • LimitofWork

(}'1} .· ~~==-===-=:=..;==-==:....:;;;;;==..=;;;;;;;;;;;:;.,:;;;;;;;;:;~:;:::;.:::;;;;;;;;;;;;:..:==-=::::::;;:-==~::;:::=-===-=;;;;;;;;;:,..==-.:===-===:..==-.:;;;;;;;;~-~ . "'-. ConcreteSidewalk \;_:•:::;'·::,_.·.)·'./:·>~.':·.. S · ... <· I

• CD > <( c C\1 -::::... 0

OJ •

)z

E __ .L.,_ . _~. ...• ,.:·;,_ ':>.. ·•... / '\''/·:~,·.···->··.: ... t:• -~--~· ~ ···;· '; : ~oncreteDrivewav 1

,,'j~~-·:f·;._~·._,-.··-·. ~ 1 ,-. .i--'.;-··}_:;,,-,.~;- -.• .,_~ .~· • - · ~ ·--- -~·-··~·-:,· .• ,_ ~ •. ·•-'· ._.,:.· ... _·.-·.' ·• ~· .~·-;-~"- "': -- ' "'_ :;,•:.;·.·--~-.-.·-._·.,-:•··_.~.·,./ :, .. • ·• • "" •~• ,,.,:;.: •. t --~/""' ,, ., , • • ~ ·~" '.-• ~--·;,·•: ,_ii;...·:,.·:.o· -~~- -,-. ~;;,. ·r __ ,,._·o .--.V7 -~-·· .. ·,-··-_t.; ·.r·,.·•-. f· J -::· .. -,- E, ··>· ~,";": · ---'-~S··:--:c •••-·-~,- .. -.--- .. . ,·.t..;, · ..• - ~ -.· .. -. . -- <-·.:·: .:.-.e··:. ' E' .• -·· ; ·, •. [ " '" ·· :.r: · . ' E: '••·< • E .. , .. ·.c ~ .·· . ,_,_ .. ·.· ·' _.,._ .... ·· : '>><:~.· • <: ;,_: ·,v, •; ,"; :. ',< ? ' ,, •'J•: ·:: : .' •; I J : :. :,• ., !~ :,,· ·. ~· ·; ; ·:;· t·;,•:' ;y; ;.~};·,:~·: ~·.·, ,'• '/.: ): . :, :, ·,;::; ::c·• :• : / ;, ··J ~;,/';:-~:.= i '/ • ;. • • '·: • :··. :': ;:'. '. i: : .. ; ,• ; ; o·,· / ·,-;:_; '/ ·. ,:·· • ·•·. : • .' /. • • < . '/. ,:, ' ... ' '; . .( ,r;:

1

, '.:t::: ~ - - - Property Boundary - - - - •• :.~; :: ... '.""~ ;Retaining VVaij - - I · (''/: :;: :-. ,' o(

I

I

I

I

I I - ., ~ I : . ·; · .. h .. --~~ :· ~·

'

~ I' II

I

. .. --., ~~ .. -.- . '

,; ... ~ ~~ ~ 1 •

~ ...... . _,;~-. ·.!'

.... ' o(

'":' : ~-

o(

o(

o(

o(

o(

o(

<

I

I

I

I

I

I

''": :;: · .... ' •. •· ;

. ' :·.~-<

-:·-··· ~-

•

.~ ... ·.• /.

.. <;~if~

.... ~ ' . -· . -~ ......

I .··. :· ·.':-/' ~ -

_ .... " ,-, _. :' . •'. ,._ 'J

I

f',. . .

;.. I •

I ·.·;r: ' ,-----I ., ..

. • t.:

;. ~ . . . .•

,,.' ' ;.; ..... -·-!,.

'I I , .. ,. •. ··1 • I .• - ;;-_ry

I I

' e; l:ii ~· '

Red Maple

'

~ I

Deodar Cedar

0;:--- ~

' ,. .. , C'l • "' ·, ~ .

'

~ ~

urford Holly Hedge

!Sr .r;v "'

Q)

- -~- -(9

~ "' '-

' . " ._.._ . ~ -l("' . . I . --- ,'I,

" . "

ecar

., . . _; ~___: . '-< ~:_._ -:- ·-::.'c ~

I ' • . ,·

' -~-"

. . --~.

' . . ~-, .. -.. :·.- ~~

I . " . . ., . . • -··._ -~~~...._ ~ • ... ,I

, , ... ~- . -~. 4 -1

i I• •. , , '

. ·-~ /• ·. ·:,

" . ··:/ --~-<·)' ..

~ :;. ·:-· .•

• . 1 1 -~·- ' ' . _:..

• ' u ·-\-' .':-· ·r ' . ,. .

I ~ ., . :\< . . w ••

16' ! - , "' . ~ · '

R<i -· <') ! ~ · '

ecan

-·'

16' -"' ~

o(

. , .•·"'· ''· ", ,;·wt· :·•;> ... ,:7'.-:;·.·;;· .. \~,·:? . ., .· ' ~· "" '·

.. . ; ·./ .. ·;

-;~ ..

/r o(

o(

· ..• ·~ ~

,. '

~- ; : -....... . ... :~ .:• .. =~-.. ·.• ·. ....

·~. ::..o. • ,.

.. ·. --·-· .... ~ -~· /

·. ~ [ "'-· .·:.:1 .. :1. -il ... .. J .. • ..

. ~' ···'~ ---- ~ '/,. ::· ·. ·. ': ::.'.:." f .. : 'e".:· I ,.'. ; : ; . . . . ~~:-. .. , ...

Existina Conditions Plan Scale: 1"=t 0'·0"

// ' ' ' ' ' ' ' ' ' '

P .. •••••••aram6unt/o6:rt~6~ / - - / / - -

' ' ' ' ' ' / / /

///,/ '

~ ">' ..__\_

Existing House

It>< :.~··./ ·:. ! ~- ."_~. ..? ·; ~ :~ . :

.l· • _., ..

L-JI!::¢==::::::;=::::::;==::::;J·" ,~::,~·;~~~~--'~.:;:·

.I ... · . ' . " . . . ~ :,. . , ::·~ .. ~-·

~ -... '~ J .. ~-- -•..

0

ackberry

,~~~

"" .:::~ -

1·: ... t 320l ./' '' ·. ~--: ~ ~ j ~:--~ ·~ ~ t ·. :~-

'·• >~--.. l ~·)/'-~ :_

.. ;~~6a:~>~} ..:-·.' :;· :.) ... ~·

·'4 ::.:,:·:.:·.··~.:: ~: \[ ··: .':::·. :'.·.'.• .. . ~ :) . . .

'' t ' • • J' •/ •

. ,_~.: ~-· ,• .. (·,. ', ;.' ·-.. : 1:.. /;.··.~::;::~._·, ·::.

- ' ·-· ~---... / •;.. -~-· . " . :.<'., .. ~: ~· _.:,

. . . ~- - .. <'

' . ' . . ' • ~_A .~ ••

.... -•.. d .) "'. . •:·· .·

.. <-"'';: . ·>· -:_-.-~- .• -

:.• .· ' .. .. • . .. . . " .- ' A •

I ... -- - ~;. ;·:,.-..~_- .. , ..

J·'::*", )l)l;:t~ir;rin~ .. : • \AI " II" . ' . ,, -.:· :••-a ..• ·,·-··

. ·:.:. \_;::,_:.);;\~:·,;.·j; .•. , ·). ·:~::·:.·:r':

:;, " NL-" .,- .. •. ,,,, . ;·- _ ~·· '~ . 'r ·. ('; -~· .· :;· .:; .

• ·-!<'. ~-./:. ·/ .• /. ·_ ;• . . .. ~ ,' - -~: ' ~

:' ·- -~-.. .. -.

:-·: •· .. . :r ~·- ~ . _{,'- . -.. ; . ' . ~- -.. ~; .. ' .. .

--· . • .. ~ .. ~ .. ... • .

'•' . ' '

·: ~-- .y

. . . . . ..

5

I

10 20

,, ... ~· ·> (31-fj) ~ ;, ·. ~-

··;~;·:".~"' ~'·~·:/.~ . .-.. :_·,;._ --;·· . .,... __ :~- _.,:~ ... ~ ~ .. -. . .

.. :-· ..... :; ..

\:<;:' i:''.~.:·:';;··_: <~~~- -'~:-.... -.> :~:;- .~ ~~.

'.;' ; ';'.. '/ . :<. '/ ·~ ';: -"'-~ ·~ ;.··.- •. ~--·:·-i<--. ~-:~. , •

0 30

Legend: ---- ss ss ss ss ----

--E E E E E--

---~ 'J 'J "' \1 ---~

__________ #~ ----------

------

Sewer Line

Electric Line

Water Line

Contour Line with Elevation Property Line

Limit of Work

'Tf ® ctb

Fire Hydrant

Water Main Utility Poles


Site Data: Address: 620 N Boylan Ave

Raleigh, NC Owner: Boylan Avenue

Management LLC Zoning: NB

~~ .E I u I 0. I

T':J - L II oO 000rJ r=,... CJILJ/[]~1~

"L.. a,_

I~ lll.J CJ .. -4. .r l,rr

_ .... [ 0 i1 [] ~

-o.L _.J = L IL. 6l 0 llJ - 0 0 0 h D

-.....r-..

~ ,\- ll I'-'

( o· t'l, I"

"' tJ 0 0 D I I--'

Deed Book: Deed Page: ParceiiD #: Acreage:

'L

12827 0736 1704422076 .36Ac.

'U ,---.., ..., I~ l I LJ.. u[

0

c::::) u D D

Peace Street I e LOCaliOn

~ ,...... :--

l Q 0 fl'LJ c b a

'-

Q) :J <::

l.f .

' I I

I I

II .

~: c li...:

tl 1J -...,..,

g; '<Cit-----, <:: C\l >. 0

IC!J [;:JD

0

0

D, 0 D

0 I

a 1\:;] a

'\

,..J

0 50 200 400 600

Designs t:~z ,:t

Professional Stamps/Seals

620 N. Boylan Ave.

No.

1

Q) 0 ~ Q)

a_ "'0 Q) '-:::J ....., a. -:::J 0

CJ)

c ctS -a.. en c 0 ·-+-' ·-"0 c 0 () 0') c ·-+-' en ·->< w

Revisions

Description Date

Drawing Labels, ContelCI Map, 9127/2010 Unewelghts, Hatches, and Legend

L-1.0

"D ;u 0 c c: 0 m c ~ )> z )> c: -1 0 c m 1/)

" m c c:

~ 0 z )> r "D

el c c: ~

ti ::J c 0 0:: ll. ....1 < z 0

~ ::J c w ~ 1/) w c 0 1-::J < z < >-Ill c w u ::J c 0 0:: ll.

".>~

•

~ I

'

'

<( I

c:: co ->. 0

CD • z

I

I

I

I

I

I

I

I

I


Peace Street

c;<t'/ / /

~ ".> 4' -:,22

... -··· · Limit of Work / ~:.-:, · :"· , . . · ,._ .... """. · . ,· ·/: 7· ··"1 . . > x· . ·

/ ' . .. ... \ •, ~ . ,·. ·-·· "'· ){!.- • t • . - . • · .• ,.. <f "

. -:- -~·:<· -·:-~-·-· ~-~-~:·:"J _:_·,..--:>"·-.'·:--~ X ·.,.--._,:· --~--·: k- ·:~-~-~- . .,.' L__________j

./': I '\· ....... , · ·· · · ·"' ·x ·•

.•]x,c; ~ ' . X'· .,. · .:· · . • ·• . x,./ · · ... - · . I I . . ',f .· ;;<·.... ' c) ., ., ..•... x· ·-· .... , .... ··><: ··,;"·. ··.·· ;;:· .. · .... r . ·v ·' ..... ··'\ ·.,)( ., .. ·.··, ')! • , .... ,. , ·:;r·:. . .. -:y ... -.. ,. • :.X ..... ·' ··'!. :, · ·· .. · "··~· "' · ... . ..•.. _ .. ' _&;• ·:~ >- .; __ :~,.; :~ .• >"(' .. )(:· •_-~_:', :· .. ; -',~ .. -. <·~ . i~ ·x :._~/ ·' :: ;/~ 0 1:, 1 :j. -- •: 0 •, 0 >' •

0 , : <~< ..... ~-<; <~' .... _:-;~ ~ __ ,.:~~~-:'-;.·~:' ... ·.~<·:'.c~o:· .-:~,~·: .. >{ ·' ·: _;;,".'.~ .... ·.~.~-- ·,:, >.~. :.¥ ..-. •• ~:. : 0

0 ~," ·~,, 'o;~:. ~ ;;: r '.:· :: :• •, ;ji ",:,,X' : ~ r' . .. ~~-~:, "';, : ::: •, : l" ': :•:

0

_{ •>: "~ • ')(,• 0 ; ~ : <"( ,. ·( : ~·.::?j . f x_: ~~ l .: : ~~, -' 0 ·~t: ·= )~• ..(~ .' ·~:;;: >_.: ·•. ~ '•

1: .~·:·. :-...- -:\:: ~_.:. ~ ~ ~- >.:. ·>~ ·.·;· :k· · .. :··:· -:: .-. ·; <' ·:.f" ;: Ai .' ·' 1 .. ~ ,~,.. x. ... · ·· );)-~ ·. · : . ~ ...... ··)(· .. ~ · ;--. . ..~··.· .•f>~ }'; ... ·•· '¥:,.: ·~. ..~ .. ' . ..:~ .. ·~·;y. · .. ·::x:: .• :."·· ··: ·· ~/f, .:· .J.f .. ·•• :f ·• · ·.~} l:! ,· ... ·\.; / >. · ·. · . ·X .- .. ~d ···. ~/:~ . .-· :· .; /··. x~ : ,··· ._:' .": ··~ · . .?f //·x··~···: -: .. : ~:· ~ · ·1' ~ · .·.( . :/. ..• ... -~ .. "".··. ~·. ··•· ... · · ·o';. ... ' ' • . ; ""\"· • • . • • ·- • • " 4 .ol • • • " • • ~ ... . , ' . .• ' . • • • • • •• • • • ~ • .. • /.;(. • ~ • , •• ,-'{ • ••. • ·• ... • ·< . . . ~ • . .

-;-~~--.--... .. - - - - - - - ~. -~tv - - ~~ - - • r~ - .~ ...... ~ ·. ~:-..... . : ··: .• ; :;@' ... .... ~: .... ':ll Property Boundary · ~· '·.~· ·

I, r· .. I • : •. ;· I :· .• o . ,

, ' . · xJ II :· ··.;·:/ I I ~ ••. •)( '

~ . .j"' ..... \. ·N. •.· ': I

,, ·•.· ·/ ~.:~ .. ...· ~ . I

'

: (() '

"'' "' '

-----·

@ O;j c.> \

"' ' '<\ "' ~

"' .. . .,., ',

"' ',

. . *···'/·.· r- I•:'X:,i ::: ~

. . ~

. . ·.• . I . -lo ' \.. ~ .. l " '/: ·--~ ~ .".·· x• r-----..._ 1. . .,.,.,_ : ;• ~ '•)} ?;"~

I • ; •

~ ' . ':.. ;· . " •· . ;.· l v ' " ··· "' ., x r f ~. ;< ·~ :~: ->s· .• ":. ;.( ·:. 5(. ~ i: ...•. !- •, . :1;. • ~

\( • .I • . .J

X· .. :v ~. ~- .) . . .

. ' ' 'l: x · ' X>. -

_,'• ~-~ .·~ ~·· .~

,'<' i )( /. k II • ,, ·, ' • .~·. ,, ·.r •. "~ .• [... '' I • .. x·· , :j.,. ·,; .A ,. ·" .• " I" . '

I • ·,

____ ® ___ ,®®_ j J

0) -"' ., ; -'

"' ~

: )

~Trees "' ;£

"' -· ., ;

I

.\

®® to Be ReMovecl

~

~- ·- . 1• ~ ·· .

1. '; .; . :. :>; . .' ~~ :' :·: . . .:/.\ . . · ' .. . ' . >J!f ·, ·~.-"'::/·"·

~{· ·.':~:.:: ·.:~~ .. :~; ·\· :._":~ '

I . . ' . . '. • 1·. . ·• . "' -::.. ·•· .

_;: / ' :. :~·,. • ·; ' 0 •• J'

I . 320''· . •• . .. f' "'' _,· ~. .·· ' ..... . .. ~ :

' . ~ '/. . .. .... ' . .·· ....... ··· ~ .·• '• . .-;: . . .

L? -r ,, .., :-~~-I· /

·. ,-.,. ,: v .• · ., 'Mii ·~- ·. •' ' · .. ~ St ... ~ ....... _'• • ..L •• ; • • .J. ,,_ . ... ., . . . ~ . . . " .. .· .

1,1:.<~·::;· ' . ,.,,: '. . ... ' .... . .... ,.: . .. '· I " ·' • o • ' "' •. ,. • . ' . .r' :/ ~-•.·, _·Y,_ ~~/· :.· ·i· ·. ·~·~

'[ .~) .':>' :' . .J .·,::-.--·,_·, ' : + • " • ...• ' .... I' . _,.4,·~ ''· '·~ . . . \ -tr' • • .. ' '

' .. / ;~; ··:>;~.· :>~.c:~: I

:,-;· . ' ·; .... ,.· .. ; . ··.' ._./·· .. ~.~-~- ..... ·,"· . '. ~~:: •• i .. ~~' ·~rh ·> ...• <'' · . .:--", ;' ·.:·:. "7/·1·. ,,.,

.v:·.~ ... : .. ~ .. :~ -:'· ~: ... -' •

I

y·.· )(: ·~·

I• .. '/' "

: . . .. .. . ,.

/.~ ·.· : .. · ..... ,_.:I ~~.

(O i

;;/

:! "'

I·~ -~· ..

' ,;: : ·~ ~·· ;;·. ·,.. . · .. ' ,. ' \ ....

.:,· { ,: ... : t ··.y::.:.: .. ;; ... ·:,.;. :· ::·. "lX: . ./:?f;·;~:.·.

I

-':. ).;:' • 'I •. < • '

' .·•.· . I .. ~. . "· '

.\'. I ' . '· . '' ' 1 .. -~

' ( .... ~

· ..... /,;-' i .. ·.)( • t. ' • ~ . ' ,· . . •.'.

•" ... , _,

.:'. !·' I ..... . , . •· i.' ?=-1--: . ....._?A . ' . ' .(.

I • . • . .

!:·.·· .. · .. ::1 .. ' . ;~ I I .. ·.• ' ., ...

.. \._\... ;·_(_,:1 :: -~· '· ·.; -

··.-( ·•. ·~·· .. :·: ~-. , .. ·.... •, .· .· ., .. ;.~~ .. :·. ··:r .· t/ ~ ~· .,,

·;~~ .. · ~~\.::·: .. ~~-... ~:-~:

, ~--n ~ • • :>, 8 & .( ~ .... · .. ,,.. . '( . ·;·. _,;.. '··. ,.' :~., '' , ·: . > ·Z, .c' .· •' •. ·' •. , ' ' .. ',-.; ! :..":)·.' :: • /. • ..•• :. . · .•.. ' ,· >. ·<:::j "~' ; ' ;J:'"" ' ,• .:>0 ,', K ;' r ,.' > ' < • :; ;;/>·; ~'/ <, ~>'•;, .. ;.- ''' :; <:<·: f _:.;: •; .: ''( ': : ,• : ,• : '. • /' :j, [;'' • •.'C, ., : ' '.'' • \_·.:".~'·_.·· .. ~. ··.)~ ~~ -- t::> · - : · Z::::JD ·· ·· · ·. '<' ""'. · · · ~ ~ ·~··...: .. ··.~, · .. · ·. v~ "':..4~ ... · .. : .,, : !:@:

I' ""----.l !.---"' ~- • ·' :: • ' /7 / / !J9 . .,. ~ V I > ~ -.. · ! ••• ::····. -~.,~ ·\·. · / · n ' · 1 _ ..... . / - / - / - .· n - ·;· ... ·· .. / / ·· ... . /' .. {.

I '."..i.'··!. •. _.-,;· •.. ~ ... ,. ·~I

: ".' ., •,' .....

'

'

~•.' ... ,- .. •·• , . ·. I . ' •' 'J::Y: " .. -~ .':: -~. . . ~· .~ . ,. " '

:'' ...• . _:;.~-"'· !_;:·~-;'-'~

,. . . . .. . -~' •. . ~ .·: ,.:/·: .. ·~

. .. . .... . :"' . · .. · :~ ~}

::'-~:. :<.',~.· :; ·-~~ . ,.

.,f .. ' ; .. ... • . #'

· .. ~

;·.: ·.• ~~. ;· ··".~ '· .~ .';• . ./ ... · .. '•. .· . . ~~.

::-~.~t?'!t~ : .. · ' !

.' ·: "~· ;. ~· ;. <':'., > .. c ~-- , • , • ' 'I . ·" • .;·,; :•"':. r·· _,_, .. :::< ;: :i .':: '}.,.: :,: ::'

_,.~:

Demolition Plan 0

Legend:

X )( )(

)( )(

)(

111 =1 o•-on

)(

x

X Tree To Be Removed

Tree Protection Fencing

Concrete to Be Removed and Stored for Reuse )(


D Demolition Notes: [J [_gJ

~ ~ liD [[] [I] [ID

Retaining Wall to Be Removed Trees to Be Preserved Shall Have Tree Protection Fencing Installed Along Dripline Gravel Parking Area to Be Removed Deodar Cedar to Be Protected Sidewalk to be Removed For Entire Area of Work (See General Note 1) Existing Building and Foundation to Be Removed Remove Debris in this Area Concrete Driveway to Be Removed (See General Note 1)

General Demolition Notes: 1. All Concrete Noted For Removal Shall be Stored Onsite For Reuse on

Site 2. Trees to Be Protected Shall be Properly Cared for and Stored Onsite 3. All Items Not Noted for Removal Shall be Protected 4. All Tree Protection Fences Shall be Made of Chainlink Fence that Lies

Below the 2/3 Dripline of the Tree 5. Sidewalk Removal Shall Begin At Existing Joints 6. All Existing Ground Vegetation Shall be Removed, and Silt Fencing Shall

be Used to Prevent Erosion

Designs c .;.."---=2; , ~


620 N. Boylan Ave.

"D ;u 0 c c: 0 m

(]) (.)

c ~

rn )> z

(]) c )> c: -1

a... ~ 0 c

- m

a.. 1/)

" m c

"'0 c c:

(]) 0 0

~ ·-

"--+-'

i5

·- z

- )> r

:::J 0 ..... E "D

el

c.. c

Q) c: ~

:::J 0 (.)

CJ)

Revisions

No. Description Date

L-2.0

ti ::J c ~ ll. ....1 < z 0


~ {'>

~-· y/ #' · .. '-"> • ~ \;/


___ ,

(. ~2'Zl .. --- ------

. -

I

I

I

I

II

' Y. ·-~ . ' ' co-_ ~, 1 ... '-~ " ,• .,_ " ,.,, , ..•.. ~~"-' ',_ '~"" '· -.;·: ·. "'~'-' ~~'! """"""·' \ ._''' ··.- ~ . ·· .. ;·~;_: /~ . . ' .. .. .. ' ' .. .. ,. ' '"~"-' """' "'~-' '"""'"· " '""' '·' ' ... . :>·· .. · ,, ... , ....... ; ·x,· :, . .. , ·:.. ...... :: < .. ·.... . "'" <. . . ... .. ,;- :·::..-.;· "/ ., ~ . •.• • '. . . • . • • •• '... I " . . . . . .... ~ t, ., ' S 3207 ~· . • ··• .. •···, ., "-l. .. _,

' " " • ., y ' ·• '' • ' ' • • . . . ' "' ' ' - . "' •. , . '.

' ' . . . . ' "· ' . "" . . ' " . ' . ;· '< '?: : ~; /,' ' ' •· ' : ~; ~ "'- . ;·~.f i~. :;:, I'.' ... \ ' . '..' . ~ . ' ' '. :. ': ., ' " ··<' ·-' .-:-> " • . . " .

. . ~ ~ ··.'

·/ ..

I I I I

' .. ·-, .. ..

II

I

I

I

I

I

'": .. ': .. .. . ... __ .

.. . .. -..

. _.._-._ ~ .. ' •

_,.:' .I< .,

:::·;·/ . '• .. -.- ... -. ' <:

·_'·- -~ \o •: ·.~

·.:-: }-~- . ~ "_; ... ·'

'• -~· J''•.

I' '.. ' ~.- ·._._ ·_. _ _,. ____ -.... .· ' 1>(· :·,_.·, . : ., . . . .

·~ . ',

1 .. ::.· ', '•'-- . . ~

/ .. :.:.

' -~ ·: _·-. '/ ::··

.. ' -.. (. . ... .

·'

. ....

... -··~--- .. ..

I" n:c-1 .~--·q

'If /,'··--:" .""'1:·r---- .. ~.

. ~ ., .

' ( ' .. •. • •. ' . '" t=-' . ;& .... · :: ·/ · , <.~. /· · - ~ · : / · ~:.. · :.: . .-,:~·~ ~~· · ,':,"'·::x~7{. ~~ ..... · · · -· ·

' '/ ~~: /~ ~-BS=320.90 · • .• ,-, ••. ' · ''

TW=325.98 . · '·, .: TW=320.82 BW=324.48 BW=319.32 '

<.· '

"' •" 11 I'; • ·. ; ·J -h--·-~ ( -~ >.

'> \ ) ~ , ;_ .. ·· . '·' . •. 2Y. /; .• ,._ •• · ~ '• ,.,... '· :. .:-> •, .. • . . • ' .. '. . · .. · .

• ' •.... - .. ,.1' / :!>'' •• " • ',. ·"" __:____• -~~

'•' ·~:.' .=:·.:~·\.~··:.:.·.. ::· :;·.~-~·:_·:. ,>:.:::·: ':: . • .. •.. ,· TW=318.88 ·. ,, lW=318.5 • "·· . ·

1: -'.· ,: . :· .. .. :· ; I BW=317.38 )·.'J BW=317.0 .... . •• ,•.i;4 -., ~-:· -; .~·~·~' <'~ .. _· :-~- ·- .. -~.' ·.-·:.··'

<. .. • . ~---~! .;j'

'.'i lW=318.88 ; ,. ; ~ •o] ,".; ~ BW=318.00 .• ;•"(,; '.c ... '""--~ -~:·-.,J: . .-·.':.~:-·. ,J;;;~- · ~

~. ' . ,_., .. /

.. . . ·~- ·- . r ·.. ., ... , ; - _;! ~-'·_: ··:r_.-. <-~' ::<;:::~-;;....-----........ • J ·--:>"'- 1 ~-~-;-.\f : -....... .........--. -~-

.- .-

. ·.-~--· ;;'' .;_· ..

-:.C: TW=322.55 '....-". _ •- · • ' 2"' . ·, •. BW-316 55 ·:'' '.""' ' 1 _/. . - 1'' ' '• • 1~-- -_.,: ~~-: / .• : - !':•· -- ~., <~~ ! .:.)- • / ~:.:· .. ~~-~ .'• • ~~~- " .·. . ·-- 1 ·.·· .. ,-•c-c- .• ~

~ ~- ~~·--·· .> : -~ ~·, ~-~ .· ·~ ,. ' : -:---:~· ~·: ~;.:;< ... _ ._.. ·:. . ------;.. 1 • • •' • ••· .. -~ -·. I· t· .... . .. -..... ------:-----:- ·~ .... ,- . ~ : .... . TW=~.1,l;~ .· .. ~-.~ .,_ · ; ·- • ..• , .... w' 3"160 '.· . •. ... ' ·t B = . • .•

f ·-"· _:' ··_:;: __ ::{ .• ::\·'';,<:. ,,. ·_.-{ .. - ;~_-,. ~;·

4" Drainage Pipe : (; .. f . ' .. --·1 \'

. --· J ':..; ~~ .. ···.: ;.~ < '

''} j . ·):_:,. ;:, . '•.• , . . ~1.6\ .. ·:· :-.

~.·< ;":· : i. ·. .· • 1.. ·, ..

-( . ( .:::..:-: ,) -"

-~--- ,'--.'>·· '· ?" •, . A~-

, .' 0. .-

··. ···j· ·._,:/•··

~ ./~·

TW-319.1 BW=319.1

. .

II v--.-· .; ·.:·~-. ·"c:f_;~:'. I • ... : : • .... ~. -.~. •• ~- •

II . ;- ~ .. - . ~·" ;{ "'.r'. I ' . ' . . I ' • •

[• ~}- . ·/-~ .. ~.,. :j'-

·' ·>·. . '", .:; __ ·'·' ·, / _::~~,~~-. ~~--··:·-~~. ". _:.t,_, ./

-~< 1 >.J<" ~~ .-_-;-.; ·/ ' .

:.::;: ::; ·-~_:.: :~,. '/ '.'~ ··;:~. ·j;~·· .. i:~:··c;~-r • .... /::.\ X'.·· .. ;:

-~.:;f~2::3· .. 'l < :': .;· .. · :i_,::: '' .. -- .... ·/ ::J_->_; ./ -··· . )'' ~

,. ·= ~.· ,.· ~- :-: >:· .:.• ' j .,< •. ~..:. .. ~-'··;- :y- -··,;.: ..

.· \··~::;:··~-:;·~:,· 6'·.;:~.~ · r;: F .'>':, ? . ·/.': ): , ./ ~- {: ,J''.;.. >.> :-'~'_,: -~ ... -- ....

" h • . . •'' •' ,· j u •••

. . ' ·iii? ' ' ··- ' ' . ' ~ 77~ ........ "'~ .• . . .. . '· .. " ' ' '' ' . . . . ' • ',, .. ' "· . ' •' ' ·, ' .. . ""' ' .. . •. , ' ·-···~··· . . . ·.. ·· ~ ·· • . . . . "' ...... i ., ' . . . ~ . . . · ;;.:> • .. .......... .

·:·) ( ~· '.··· 'i' ' •, ·/>;;: <' i ·,. ; ,..', '• i.t'l' ;..:.:-.:: ·:-' <.'•• (';! ··~· :. '.•· . : ;· .; ':" ,, \<: (;;- ::<' '; ~.:·: ,. '"-!'!/ ' ,. '/ ,:,:_;: • ... ,: .

(,') :::·: .... ··_..c·_···:/ .---~-,..1 -'"· ~. ·'. ,·,, .. _. , .. .... -· -~ . "·· . ' ~ "". ',---I

" ·~:r -~~··!'/

·:_· .. ,( .. ~. ·• .. ··~ '-\, ..

'. '/ '' --.-,'}· .. . - ·-·-· .... • ... ~1 . ,

·,· '¥'· '/" ~ . . .,., .. .. -, . ,. ; . ' ... - ... - . !I' ·~ -.:_, •- ~,, ' . • ..... f . . . .

.·::y_.:.l. / 1.-: . , . . . . ·. . . . . . ~ :.·.··.'.-:f •. -., .•.• ~ ~ :• .. ...... :· • ~._·-. -~ ·'< .. -~~ . I . .

•. ;., ·--.- ~-.,~-.! ·,···' ., ••• ... ~- •• , • • ... .1.

' .. ' I . , .,·.. " ·. • . • ' .

Grad in Plan Scale: 1 "=1 0'-0"

.• ~-.. . ' . _ ..

/

~~.'.:\· L (\') ·_/.:.. -~-----· . ......

= ...

~ :r. . '

':t.i.'· ·• :-/' . ~- -~ .... J-----..:

. ·~~ .... ~' ,.

'

J: ~ ·.i .. ;,.

.• .• .. _,.' •' - .; .

f · ...... ;·

0

~ -. <"__,

5

~--. C)\ ~

10

@ ~"'' ~,

. , ... :. :< .:;. · ... : .:: / . : . .,.~. ~:-/: /:. ·-~--- -/ -~-/_.'.'

. ~ •· ~- ; \ . ··-. •. ~ ...... . : (31!3) J' ... • ·~ -4<': ..

_:___ '- .::!, _ • :!- _ !,_ .,...,. .. ~ :--:; .-

?' ~ .. ~ ~;;:, ~;;_:T : y .':··:_';: .- •. >: t L·. ;;

• . .J:, __ ... ::-....... -.. <--:~:- .·,. ~,_. '.'; ... : ··-1< :~:? ,.:~·~~:·/·i'~ ~-~~~-----~~--~:~ w'•-, .

,_ ./ ..... .- ·-,, ~,-'· -~--:!'·•. ·:>·' ... ~

20 30

~ ·· .. ).;. ·:

!·, . . ... ·,; . ~-· . .. -.

0 Grading Legend:

__ 1,1!_1!!!) __ _ Existing Contour Proposed Contour Top of Wall Bottom of Wall

###

TW BW

1:>nam1d 1VNOI1V:>na3 >1s3ao1nv NV Aa a3:>namld

Grading and Drainage Notes: 1. Tree protection fencing must be in place prior to any clearing, demolition, and disturbance. 2. Erosion control measures are to be installed prior to grubbing and grading operations 3. Topsoil to be stripped and stockpiled on site. 4. Exposed groundsurface to be stabilized and seeded within 21 days of reaching final elevations 5. Cut/Fill Slopes not to exceed 3:1 ratio. 6. Bottom of Wall (BW) elevations refer to finish grade not top or bottom of wall footing. 7. Erosion control measures are to be maintained throughout construction until seed has taken. 8. Subgrade elevations should reflect finished grade slope and grade of final surface elements . 9. All proposed pavement shall meet existing pavement flush

Designs


620 N. Boylan Ave .

Q) 0 ~ Q)

a_ "'0 Q) '-:::J • •

a. -:::J 0 en

c ctj -a_ C) c --

"0 ctj ,_

CJ

Revisions


L-3.0

"D ;u 0 c c: 0 m c ~ )> z )> c: -1 0 c m 1/)

" m c c:

~ 0 z )> r "D

el c c: ~

ti ::J c ~ ll. ....1 < z 0


• CD > <( c ctS ->.. 0 co

• z

I

I

I

I

I

I

I

I Ill R2'

I

I


Peace Street

~ Limit of Work .. •. · . .o N 118.00' ,

) C ••• :. • :· .: E 70.15'

;"r~2~~~s·~~~~!~~~~~~~~x~·.~;~s~-~~~~1:~~2 ~- ;_:; '·•<;' .· ., .. · ,.·'. '._?."'>· ;'·· ' .··. >:':·,,: <.: .. ; I 'I' ,, .. ' .· . '• ... ·•, . . . ... -~ c R91'·6" :.· . • ... · . ·.· , .. :.· ;. <· .•. • ..

• ~·-~ • . _ _ .. •·- ;...- · f.· ·• .. N 1'13 74' .-. ,_ ., .. -- ..... · . ( ._. ···: :'.;.·,o:· <P; ·::· '-'('_•. _·,C..,' E 59.68' - ,. ''<·;·.· ·/ ·: ;: ., " _ _, _ _ _.. . _ 4' , ,_ . . --- - '. N 1 ' -~ '" .,.. · -~

·1·.·.· ·o· .. · ,. ·. ·"* .. ·: .... R54'-6" =---"'- ~Z.6S ... " ···.·; ' ' ...... ' • • '-"· • '" E'-1<16 99'•' ' ·. • ...... ·• R28' _. "' "' I . .. _ ·· .••... ,·.·.,.

;· <:· ::. .:.:::;-.-~ R72' =--- - --~ i'c ' _. - ,·. ·::· ;· .':;" Y : /' ; . ·. .o~ "' ~ · N101.59' •' •.: · ··'I: · .. , ·· . ' · . • · · ,.. R48'-6" ~ =---"' - _,·. ··' . . / ... •.·. ·• . , • .

, ..... ,.,_. ; ~: @ .' ·' R38'-6" - C! > E;1o44 ip• '.: ''' ., ; ' j /;:<'. - . . .. ····· :V' / :T'" . .. . . - - • -~ ,>~:'-~)·:.: . . . .. E. . I . . · · · .

.:_:_ r' "-:· , :: ;;-~ ;: . . . -· - ·.:-~4;.; ~- ·;--·:. ~ ·:·.:.';. -~ .. <: "" ~ -··-.,,' ~, · · --~ . R35' ·. . . ·· " • : -· · .. .- . .t •· · •. ,_ ·-.>. ', ·• .- .:.-- '. ··-- •• ~ ........ ' ',.:- _ ... , ... --.~--· -; --·· ·' ~ .. . l; •, • • "·' ,,. · · · '·· '<''• ·' -• R35' · · .. ' ·""·" . ..-.- .. , -, - s···-·-1·••- .. -,--:_. :-,.- .•· .. ,_ •.. -.,_ -.•.·-~~.- ·c··N·- ~ j i ;_ ....... . . · ·· ' "· .. ., ;, e9 ptwre, t.yp .. ~- ··;<' .- .· · ...... ,.. , , ~6.o~.··:. ~ ...... , ·:/ ~-- ' .. •."·;"·. · ,: .. : ·· .. • ·.,,·. I ' , · · E ·1075''· • .;, '•" •• ·:-, ·•· . , . " • • . • • ' . • "' .• • . 4 ~ ·• • "" . .. - . ' • . :: . • •• -. .... -· ~-'

:.,::: ( 2" _:. ) : •• '.: • ;~.,·.--;::. ~'.:,--<:~·,·~- ~{of(;:.· ' · '::: ·l; , ·:", ~.J;;.'-. ..- },, . .:r_-<' .. :-::· .. ~· ·-: .• .... -.·.. /---~-~-·--·-# _. " •• ~- .~;- .• E(?lB.. r .. .• -/ _,_ , .... ·· · ·· -~. \· ·•·1(; .,.... . · .: ·:-.·>',. i:N.6i 92: :-f;-. · ... / ... '·. ·•, •• -~·:: ··'· N·· 8ll iis;·:·· ··" : .. ~

.:· ,: •.• L C R16. ,;·:111 .82:63' . _. .. · '.·· <' E 55-.si ·<. •. . · ,.,;. ,.:, "', '· N' 84:20'··,-·· ·R· 18_. 0 ~/·'··E,1 ot:og• ; -.! ·•• ·" •• • \\

{

: . .-'·. · · ·E35 · • •• 1' '·'' ·· • · •• • n. .'· ~-: ·· · E9°89'. · · O :· •• · · ·' · · • ,. . .-:. • • ·. 1-- ~ '', •. " .47,.. • ·- •. .,... ·. ·.•. . • ~" - .·'""· -·· .. ; - .1• .• ..• -•· • •• ..- •· ••.•. ~.' '

).:· __ /':.';;; • ": ;c·. ::· · .•• '· ·' · '. •";·< ''_.; ' :-< .. ·; il1ir-6; :: . .- .> .. ::y~./ : :: .. <, ;· ·; •·· c. ,, ·;: ... ··.<: 1

' ·' ""' R22' R4.50 ." . . :... . • .· •.. •'"', •• . . :, ..... ,., ..•.. : ·'·· , . . , .•. 1--··-''1 .... · .. ;:· .:c•·[. •.•. · •' " > ·< Y·'' .... · ! ~. : <··· • ". :••.· . lj >·( ... :~ .. -,. • ;_;.:~ .... :_-, .. -· .. :::..< R3.5o~-: .f: -~ ... ~- ··[ .. /···->--·. ·· ·i /._'_J~- :--..~; .,_ .. ~ ~-- <·--:..:.'"~·:< .. -· /j • c.""······ .: -~ . .- ~. • •. • · N 34 ·ag• .. •"' .. ~~.· .. ·. . ·' . ' . ·• J .~- ·./. .-~.' ;~ , • • •. I

I · ' ' o· ,' -·' . "• • • ' ,._--.- •. " r • 0

•.>-'" N '~ 19 I '• ·~·/.:' ~63.04' ··.·,~· :-'1; .69) 0(~/· · .. •· •.. ··• •• , ~ :" ·•·· R18' ·"'··/ ... ;-'··, ' .·.'· '1':1 ·24:;~: ·.:·/w

N 89.50' E 146.48'

,. . ... , .. , . .

;_..· " N ·:-cia;39_· ·---~~-- ·,,_ .' •. / E '1'16 09" . · '· ·, · .i

•... 1;/ 19.78' .. ~: ··:y.A· .. ···.··:.' 2':; ,:: ~k:~. ':. . .. ·~ _,·'',, · a .~;-:·,: ... (:'·': .. "" ,·,::··/:L.·:,~~4:;?:;£ .fk 1:· ·I·;... N 55.05' ... •.• ... ' <." . • • . . . ,, ... • '• N 76.21' '· •"·· .. -,. ~~ -~ ... · .... _._ .. :~ --~. ··- ,_ ... ; ,.. E I , . E -1.16' . ,· _,_,··~.;;,..;..- ;.-<. ,. · .. , • R· ·· · 73.62

,-. , .. _, ···~·· ·• · -.. ·.'.-, :' ~20b ·.. ..,

·~.~-· -':.· ~-~·:··\ ;~::·. ,'~~··. :: R17'-9" f''; ?<:_.~--":- ·--/ . _/ .. ~ ~/ •r_ .. ~_-··-

. . . - . . . '. '~~~ ~-·' :,. ~~ ' -~- ·•.•.. . .. :· ·.

;_ ·I·.·. . . , ,-, •, ' I· .•. ~ I '.·

·1'' ;.; .. . i . ~

. .." J·'· . ~. :,.- ·'/ .\:.·J . •.·• : , : ': j::-.

.; /:;:'

I j. ' .,..': L

. '.•

R59'

N 51.64' E -1.00'

R67'-1 0 1/2"

I . " ·I ..,_.~. ~--

!:.·;;·//:'.; .: . ,.' ~-. ·:--,·: / :'/;. j -; .: ·. -~~

N 61.26' E 55.43'

Concrete Bench with Gazing Ball Sculptures

R47'-1 3/4"

~-·,· ~~-~ ~- ;~·: ~ . -:,~<~ ,~·-::'\~~ N 31.83' E 54.97'

R2'

R55'

N 91.02' E 35.38'

R3'-6"

N 40.89' E 92.27'

R18'

R41'-7 1/2"

---N 31.63' E 111.53'

R 11 ' ------..._

R44'-1 1/2"

R11'-9" ~· -· ·"· -·~-- .. ~ ...

1,·:. ·~·;_.··.~·."·'· -~. . . -~·-" ... ~ .. ~---~ . . .

,'~-; ·. -:~ -~·:· >·. >.~; ~~ ~.-~~~--~ ·-.· < .~'( ... ~{· ... ~-

1. ·.,c: ) : ·:I;':~:::·.·<·:.:,. ;: I·! A144c'29~ .: , • ·· . •. ¥ . .. . . . ~. . ,•. ~._', .--.. '',' ·.i_

":{1 __ ..,•:,..·., .·

·t~· .': :;: ';· ~. -~' -~ . • c:~. '·:::· :: ,:!'- / ~~- . -, ., ,· ·-· .. ~~---· -~····~. ··~'-' ···--::.· .. .

., . \.·; < ):· ··:·"..::: \:" ·.: ... ::;

, . ~ ,,-~,-l,'.o'.H'.'J; ... ~· ... _ ... _:

1:· ,~ ·• ·.: :. : -:, ·s~:.,

R13'-6"

.u· ·; • .. .. " ~ ' ' ~' " 1 ' .• -----rr.: ,- -·· ... > ..... ,. •• •

,·~.' ;~,::; (:. _:;· :; ' ·· y ·' ..•. · ~-

... -... , olnt1

·s· .. ;.....,( t. ..c'..i' .•. _... .... . ·i·, ··. _,;,_ .., . .. ~ . ' .· "'"e I . . . .. . . .. .. / .. :. O,·Ec{ / · 0

. · .. ' ·' ; .: ; ~ · ... •. ,

(··;:_·J)/\::.t·· // / ~ :./. :·1\:,

F ,\,(' .'• / . ,"' ,.· ; '~' )' !·· :··· ;;t'f. .< . ' ' . . . .. y : '

·;< .• '' '. / .'. ,:<1 ·•• ' ./ •.·'' ' • ·. 1.1 . . . .. . ... . . .. ' ....... · . -"'

/ .. ··:1

• .. •, .. ·:· ·j' '· .. -~ . ~' .

.. '-~' ·.·

1'.': ~· ':/' .... >- ':· . ; ; /~.: ~~ . > ..... ___ ·:~;. ~~. ~·"._; ~~ :~----- ·-~ .. ~··

1:: .. ·_ .: .. ~ .... :: L ··<: ::: ·; <. - ,... ~ .. , . .. ' ~- ...•. ·'· . ~

I' ··;c :.:~.- <':; ~.-;: .. •;: :;:" • _,::

v ,} . :,:'::.?(; ::,:·: .. ·. • ' .'I- - . -~ •

/'<:• ., .. · i'·. ~·'·c·' ·t·:·:}·: •. ~ ~

/·;:. ~. ':._ ·j' I ·• "~---.....

/-'::. :·::··

ut Plan 0 0 5 10 20 30


General Layout Notes: 1. Any discrepancies in layout should be brought to the Landscape Architect's attention prior

to beginning construction 2. Written dimensions supercede scaled dimensions. Do Not Scale Drawing. 3. All Staking work should be done by a surveyor licensed in the state of North Carolina. 4. All pathways and retaining walls are to be staked at 1 0' intervals for approval by the

Landscape Architect before commencement of Construction. 5. Coordinate system is based off the point of beginning, which lies at the Northwest corner of

Paramount Condos.

Coordinate Location Notes: 0 N 46.10 ® N 92.09

E -11.26 E 32.29

0 N 45.62 ® N 61.66 E 15.69 E 75.57

0 N 34.19 ® N 55.25 E 73.83 E 59.76

0 N 38.26 ® N 54.89 E 131.30 E 49.65

0 N 52.94 ® N 58.68 E 136.79 E 39.99

0 N 67.30 ® N 66.44 E 138.05 E 20.20

0 N 61.42 ® N 72.43 E 125.27 E 13.39

0 N 68.52 123) N 83.65 E110.41 E 9.88

0 N 89.26 - N 100.96 E 109.67 24J E 18.83

® N 46.18 65) N 117.17 E 85.34 E 44.58

® N 67.60 Gs) N 123.68 E 84.82 E 75.70

® N 88.37 - N 119.49 E 84.08 ~!J E 96.24

® N 93.65 f2a'\ N 71.80 E 74.43 E 30.88

® N 98.92 Gs) N 66.18 E 58.21 E 37.86

® N 98.56 E 48.09

Designs t:~z ,:t


620 N. Boylan Ave.

No.

Q) 0 ~ Q)

a_ "'0 Q) '-:::J ....., a. -:::J 0

CJ)

c C'd -a.. +-' :::J 0 ~ C'd _j

Revisions

Description Date

L-4.0

"'D ;u 0 c c: 0 m c ~ )> z )> c: -1 0 c m 1/)

" m c c:

~ 0 z )> r "'D

el c c: ~

1-

(J

:::J c ~ II..

...I

c( z 0 !;( (J

:::J c w

~

!/) w

c ~ :::J

c( z c( ~ c w

(J

:::J c ~ II..

Cll

{)

c:

"9.

c: iil "'[]

a;·

1il en

"T1

~ s ::::

J CD

"'

[] ~ 3 CD

::::

J - r I c..n

• 0

"'[]

0 c:

~ ::::J

"'[]

@

0 0 ::::J

{)

~

9l.

CD iS':

::::r

CD

::::!.

::::

J cc

"'[]

0 c:

~ ::::J

"'[]

@

0 0 ::::J

{)

~

9l.

CD

::::J Q

0 ~

"T1

CD

c.

CD iil OJ

c:

CD

DO

"'[]

0 c:

~ ::::J

"'[]

~ CD

0 0 ::::J ~ Cii

::::J 0 0 0 ~

Cll c: :::. ~ CD

::::J 0 0 0 ~

OJ

c: a;: 0 c:

-c

s::: a (I

) ""( -· S» - tn r (1

) co

(I

) ::::J a.

• •

0 1\)

0 w

0 0 1

\)

co

Cll

{)

$lJ

CD • II ~

q ' q Cll £ 1ii" z 0 . 0 CD

C

ll ("

) .... "0 - 0 :::

J 0 til -CD

PR

OD

UC

ED

BY

AN

AU

TO

DE

SK

ED

UC

AT

ION

AL

PR

OD

UC

T

N.

Boy

lan

Ave

. ..

~.

-~-·

.... . ~

. ".

~~

--. .

. ~.

:· .. .

. .: . -~-

:· ... -

~ L;

-' >

o'

··

.. ' ;. .

.•-h,

, ·.

. . .

-... .. '

'

.·

..

>,

• L:

. ~

~

•,--~

,!',

.· ..

. ::. .•

.. -.

:.

-· . '

~-.. ·

L;~

" ..

.. .,.

, --· .. '.

•· ...

I I I I I I I I I I o

-L

-·o

·: .~

.--

.... -..

-~,.

I I

>

.-L.;

• -. •

..

. •

I I I I I I I I ' . ' ·-

~ :,

_-....

.. . . ·.

'":•'

.... "_, .

'·

'•

. . .

•<" •

:' ·L:,

'-..

o' .... _

~;

-... -

~~-

. ·...-, •.

\ . ·.:

.. ··-

···-

' . ·~

. .

. · :~-~-

---

..

·. ··:

. "'

OJ

CD

::::J

{)

::r

/1

9l.

CD

::::J -6" ::::J v

. ~~

,--'•.

_

:-· •.'

...•

~-' ~-·

·. . •,;•

..

... -

~· . ·

::·~...

"' ~.

-.·~

---

-...,

.;

... ·

. ' .-,.

_ .•··

. ~ .

. ....

' ..

'-,

.. -_.,.

·-._~_

-. .-~

... ~-

''· ;_.

,.. ~,

..

-·· ~<-

~ ·'

-.. ..

·-'

' ...

. ",-.

~ ..

" ...

·'·' ._

._._

. "" -

~

. . .-.:

.-· --

~--

.:; :-:~

_-<_:· .

• ·.t~

-._ ~

-

.. ,, ..• -'

:·

; .

·-~' ·

' .

.-.

.. •

o·L

•

• ,-

..,,

'

. . ~' ...

' . · ..

, .. ...

.

' .

• ·~">

··'

·•··

.-. ..

. .. / .. ··

. ....

.. ·-~~

· "•,

... ::

-· •.

· '1.

.•

....

..

• <-

--~-

--~~

( ...

. , ·.

• .

'.. .

•.

c •

• •

. . ' ··-.

;.<

. ·:

• •

• •

••

.. •

.-. -.-

··''<

-· -·

~·-·

'.

.. • ..

•. . •

• . ·"

•

' ••

' •

.. •

• •

• .c

..

•· • ..

........

..

••

• ' .. • • •

• c • • c • L '

......

.. ,, .

..

•

• ... ~

. .. ••

c • • • • •

' •

.. • • c

• •

• •

._ ....

J._.

.. •

•

•

•

• • • • • • • •

•

fQ-,'"

' __ -_'

_·._ '

. ,.,

-. • •

0 '

--· .

,::

·,·

-~--

. '·

'.

·-· ·-o

-.

. '

,._ ..

' . ···""

'""""'

~

~

• .

.,-s =

=c.:

f(

~

~---· ·

·.--····

~ )

' '

'>,;-

-,-·:·

..

• .. :--

: ·-;

;.-...

··.•

' .

0., -~·: -

<: ,.

,,._:

···-

~ ' c

. '

.. .

. .

.· .

'

J ;o··-

-''--.,

V' '1

1 (l

'·~·-·

' • ' . ' • ..

. . -. ·'"~·· ~

" ·.-

,• ,·.

· _;_

-,.

.• . .. , ..

..

•'·

'-" _-'

-F·, .

. . ,.

...

-

... . ' •

• •

• • '

-~~~

~-

· .. ;,:

. -·.

.... ·

' . /.,

;. . .. -~

" ..

, . •

L . ' •

• L • • • •

•

• .c

c '

• • • , . •

• •

L '

• c ..

.... c

• • . ' I..-

... . ...

•

• . ' •

JJ

CD

Scu

lptu

red

Pea

ce

<

-·

en -·

0 :::J en

Mat

eria

ls P

lan

' . • • '

c •

m

c.

cc

::::J

cc

·~ .....

' ,

: •.

'

.• _ '. .

·~·

.-

.. . ' : ....

.L:>

na

mld

1'9

'NO

I.L'9

':>na

3 >

IS3C

O.L

n'9'

N'lf

AB

C3

:>n

am

ld

•.

. ';.

,

.... ;•

•.. "

... ~ '.

. . ~ '

.•. .. ..

. • ~~

••

1-"._

.'-

:-,-~~-,--~~

. .

. .. ~_ •. ·

.. . ·<

·~·

-· .. ..

. · .. ·-

· .. .· ~

' ..

-.. .-.

· ....

'"' ...

··~-

~ .... ·'"

: ... . ~

~-•.

.. .;;,.

, .

·. . • L;

~

. '

~ ·.-.

. :·

., ·• '

-•...

••

., · .. ~-.t>

_,,

. . ~

-..•

.... ·,·

~·.

;/-

' ·.-

~-~

•· -;.·-

-~

, . ' .

. '

'

··.t

~ ..

-... .-.·.

~·:'_-

,':·,_

";

~ -~·

. ' .

.. •.

. ·!

. ·.

.: ·~

. ..:.

:.-:·:

~·

· ·.:

-'"'·

; ~--

•-: ..

. .

. . .

.. ....

' •.

. .. ~

.. ~,. ....

.. -. > . ·.

' ..

: ~ ..

I I r -·

3 0

""U

CD ~

(")

CD

(/)

..-+

""

"'I

CD

CD

..-+

I~ 0::

:1\

CD

S:

en

-·I

cc

::::J en

G)

(I) ::::J

(I)

""(

S» - s:::

S» -(I) "

"( -· S» - z 0 -(I) tn

• •

"'CI el c c:

n m

c ~ )>

z ~ d c m

!/) "' m c c: £ 0 z )>

r "'CI el c c n -1

ti ::J c ~ ll. ....1

< z 0


Lagerstroemia indica~

Platanus x Hisoanica~

Magnolia nr<>nniflnr<L

Abelia 'Edward Goucher'~

Osmanthus x

Hosta sp.------1

Daphne odora-J

I

I Pieris japonica 'Bisbi n ... "rf•_l

Plant Plan Scale: 1 "=1 0'-0"

I

I

I

Planting Schedule

Name

Acer palmatum

Acer shirasawanum

Betula Uti lis var. Jacquemontii

Comus Florida

Lagerstroemia indica

Magnolia grandiflora Platanus x Hispanica

Salix alba var. Vitellina

B&BfTree Plantings

Common Name

Japanese Maple Golden Full Moon Maple White barked Himalayan Birch Flowering Dogwood

Crepe Myrtle

Southern Magnolia

London Plane Tree

5

1

2

5

6

3 2

Golden Willow 12

Quantity Height

20'-0"

30'-0"

60'-0"

20'-0"

20'-0"

60'-0" 70'-0" 55'-0"

Remarks

Single Trunk

Single Trunk

3" Caliper

Single Trunk

Multi-Stem

2" Caliper 3"Caliper 2" Caliper

. , .. - . . ··"' ... .·-. • > , •. ....... .. . ;_-<.;

.;·~--- ~- -,-. ,•

.. ...... ·.·- ./, . .::_' ··:: ··. ·\· ~"./. --· -.. . " ·. . . .

. < '} . /. :,: ,· / .'>: ;· . . . . ·.

Name Andropogon virginicus

Saurus cernus Carex spp.

Juncus effesus

NAme No Mow Mix Ophiopogon japonicus Ophiopogon planiscapus 'Nigrescens'

Hakonechloa macro 'Aureola'

"'-~'·, ._j~ -~· ~;: ~-. ; - ... • ·?'f./. t/_· .• ~~

Wetland Planting

Common Name %Planting Broomsedge 30 Lizard's Tail 30 Sedges 20 Soft Rush 20

Grasses/Ground Covers Common Name I Sq Ft.

Mondo Grass Black Mondo Grass Golden Hakone Grass

166 632

632

524

Potted/Shrub Plantings lvushania anceps ' Anceps Bamboo 125

Name Common Name Quantity Height Spacing

Abelia 'Edward Goucher' 19 4'-0" 4' o.c. Bulbs/Perennials

Cotinus 'Flame' Flame Smokebush 14 12'-0" 10' o.c Name Common Name I Planting Depth Hyacinthoides Blue Bells 13" Daphne Odora Winter Daphne 110 3'-0" 3' o.c. Tulipifera Tulip 18" at base Osmanthus x Fortunei Fortune Tea Olive IS 18'-0" 15' o.c.

Pieris japonica 'Bisbi Dwarf' Japanese Andromeda 118 5'-0" 3' o.c. Hosta Hosta N/A


Height Inundation Tolerance 4'-0" 0'-3" 1'-6.0000" 1'-0" 2'-0" 0'-3" 2'-0" 1'-0"

Spacing Spacing

100 1 lb/750 sq ft.

50 12" o.c.

50 12" o.c.

100 18" 0. c.

100 3'o.c.

Spacing Grass Mix 0'-3" No Mow 0'-2" Ophiopogons

1'-0" N/A


~·.

<: .·'/:. }~ ··<' '_;, ' .. ~~ . )' :/~ .• _:, /.f, :-. / ·-·~'

". J' •

--~- -~ ~f- ·:· ' ~ .... ·"

., ;~/ ... ~:-

'Y:. );·-:,··-··-~\: ·"<:~~

'r :,,\ ::· ~-::: ·,·::_·;:;;·.

0-Hakon"ecihlba m~crcr''Au reo·J a.•: ; ·' , · . . ; J ., •·· ~:;··>t:">_,.,_,.\ t;;_;_:;p :;.

•• ~ - ~' , ... •• 1 >--·:_ -~J ~' • ~~:. .•. -.

A .. L... ~ ·. ... ' _. • •.• -· .J,

cer .s,.,lrasanan.um ...... .- · .·•· . . .. :· . . ~~ .. ········[~;_. ... li var:: JB:cquemontii- · .• ~· •

. ,_ . ... . . ' ' :: :~:t~.~ :_(· ~l.J.x.IL ..... ,_.,.. .. .. . .,., ...

. -... •·- -·~: --'·. -- ~ · ... ~· '· •' ;:·. : _{' . ~ .. ' .. ' .. •.· ," : .. Y.ush a11Ta :aricep~ · ·; ·-"" . · ":· :-• ..

':~:.-... ~:.: ':", .-.;~;·.-:;<-·.·:~ ... :;;:;,· ·:--.·. ·::_':.-·": ,_· ·-~:·, :;, ~salix. alba varV iteiJi 11a , .,. :. ·- ·· •

::.~·· ; .?.: -"~ -. ~ .. :(: ~:- •. J ' • •.- -.

__ ._.y: .. /"· -:·::_::;.'· :-.. _:";: ·'·/": --~-·

Ai~k9~?dp 1<?~':ni~cro_ ·.A~r.~ol~> ·.,;·. ·, ... : '; f • - ... :_ '-.'- •. -· ~ '.~.· ., •'' , •• ·, .•· ... -<~· .~. ~~n~n •• 6',flh'ritt i=l' ~- -· · ·• ~- ~. · \ •. / : .• _, · ·-... ·•.

.•. ~ ·' .•.- ... . .. /, • \'-·• _ _.:__. ........ ~, __ ·~·., ·~_-_.:.:.?-: -·/,.-·~~-~

;;W:eltaiJd' .P. I~n,tih~·.·Ml~u·ie :,_·. •·· .• ~- .. >-

/."Dsrnanth·us 1x Fpr.tu)le[ .• :· .: '/

• • ,. 4 ·< ' - " ' '. • o< • - J;-· -~ ,-'

.. -; _; .

0 5 10 20 30

0 .,

Planting Notes: 1. Minimum tree sizes:

Canopy trees - 3" Caliper Understory trees - 1" Caliper

2. Soil preparation for the entire site includes addition of organic amendments tilled to a depth of 8"-12"

3. Bulbs should be planted at recommended spacing and overseeded with grass seed at recommended rate.

4. All plantings in site should be mulched to a depth of 3-4" 5. An irrigation specialist should be contacted to develop an irrigation plan .

Legend: w w w

w w w Nomow grass mix w w w

Hyacintoides overseeded with Nomow

I H I Ophiopogons mixed with Tuliipa

......................................... ..................................... .... ................................. .... .... .................................... . .... .,.. ....................... .,.. .... ......................................... ................................. .,.. .... .... ........................... ... . . .

Hakonechloa macro 'Aureola'

Wetland Plantings

Acer shirasananum

Q) Aoe• "'ma'"m

~v~ ~}~~~

0 0 0 . . ~

Platanus x Hispanica

Betula uti lis var jacquemontii

Salix Alba var Vitellina

Lagerstroemia indica

Comus florida

Yushania anceps

Oxmanthus x Fortunei

Abelia 'Edward Goucher'

Daphne odora

Pieris japonica 'Bisbee Dwarf'

Hosta

Designs t:~z ,;t


620 N. Boylan Ave .

No.

Q) 0 ~ Q)

a_ "'0 Q) '-:::J ....., a. -:::J 0 en

c ctS -a.. C> c ·-+-' c ctS -a..

Revisions

Description Date

L-6.0

"V ;u 0 c c: 0 m c ~ )> z )> c: -I 0 c m 1/)

" m c c:

~ 0 z )> r "V

el c c: ~

l:i ::;)

~ D.

~

5 ::;) c w ll:: 1/) w c

~ :f ~ c w u ::;) c !i! D.


• C>

Plant spacing as per planting schedule

~·~~~"' FinishedGrade ; ; ; ; ; ; ; 111111111111 11111111111111 II II

2" Mulch installed before planting

Prepared planting ----------c. soil4" to 6"

111111

1111·1 ~111 111 111 1 . 11 1T1'111 111 111 1 fl

111111111111111111111111111111111111111

{1) Groundcover Planting Detail NTS

Do not heavily prune the tree at planting

Prune only crossover limbs, co-dominant leader, and

broken or damaged branches. Some interior twigs

and lateral branches may be pruned; however, do not

remove the terminal buds of branches that extend to the

edge of the crown.

Mark the North side of the tree in -------.._ the nursery, and rotate tree to face North

at the site when ever possible.

Set top of root ball flush to grade ~ or 1 "-2" higher in slowly draining soils.

Mulch ring. 6' Diameter Min. ~

2" mulch. Do not place mulch in contact with ~ tree trunk. Maintain the mulch weed-free

for a min. of three years after planting.

{2) Plant Spacing Diagram NTS

~ Each tree must be planted such that the trunk flare is visible at the tope of the root ball. Trees where the trunk flare is not visible shall be rejected. Don1 cover the top of the root ball with soil

~ 4" High earth saucer beyond edge of root ball.

Tamp soil around root ball base firmly with ----....... foot pressure so that root ball doesn't shift. "' \ "' I ~/~ ~ Remove all twine, rope, wire, and burlap from

........_ ~~" '~"" ' .,A~-- '= ~ tophalfofrootball. ""--- - I

Tree Planting Detail - B&B Trees in All Soil Types NTS

---------- If plant is shipped with a wire basked around

root ball, cut the wire basket in four places and fold down B" into planting hole.

------ Place root ball on unexcavated or tamped soil.

Burlap root ball covering --------

6" between top of well ------and growing medium

4" Drainage Pipe ~

.---- 4" thick concrete well

_.------ Top of well 2" above finished grade

,~ """ , .. Finished grade

---,~ ~ 1 ' ·· 3'-0" deep concrete well I .,_ u

k~l I F I 1:· I I Washed Aggregate

.~-w~~~~)2S" II I 1:1 I I I I. I Filter Fabric 'LJ2_______ -------~ · - I - -1 1·- I 1·-

(3) Bamboo Planting Detail NTS

4" mu1crr-.,

11 Y /'\..Y /';.Y /'\.Y /'\.Y /'\.Y / ),l\ Hole to be dug 8 V A V A.Y AvAvAvAYJ

wider than root ball

® Shrub Detail - Potted

NTS

' ' ' ' ' '

~leanly prune only damaged, diseased and/or weak branches.

...-Finished grade around plant to be the same as original grade of plant in pot.

lA~ J., ilii.\JM ~r~ate saucer around tree. ., v", • Flmshed Grade

LHole to be dug 6" deeper than rootball

'-Carefully remove top 1/3 of burlap or container (if container is non-organic remove completely)

several slits in organic container to facilitate root penetration remove bottom completely.

"-Scarify pit bottom (Minimum 6")

lOnCIOHd lVNOI1VOnCI3 >IS3CIOlnV NV AB Cl30nCIOHd

~

- . .:>.l' ...... .., -.. I •J ..,. . ....... . ,_,.~ :;:' ~. ~j.J • . . ~ .,. • L'"'""' "" ' " *1= -~~ "' · · -·-·.' ~ '<...._"'>. ...._- ~ :.,.-...,} ~~ ' , ~~ -,-· -c,_' ' A

~~.:r~:#J~?-~ <<.,

KMH~~~~~ Designs c -~-. ... • -27~


620 N. Boylan

"II

~ c c: n

Q) m c ~ 0 ,.

ctS z ,. en c:

Q) -1 - 0 ·- c a.. ctS m f/)

+-' "' Q) m c -c 0 c: n ~ Q) C) 0 z

'- c ,. ... :::J ·- "II +-'

~ ....... c c a. ctS c: n - -1

:::J a..

0 en

Revisions


L-6.1

ti ::J c ~ ll. ....1

< z 0


1/2" Expansion Joint~ with Sealant

Key Stone 6' O.C.

Alove Gray Capstone (2"x12"x18" minimum)

Swale to Drain

.--Recycled Concrete Blocks with 1/4" Mortar Joints in Federal Blue

~~ ~1":'=:::=;:..-n=•TP

----:c. •= n:-:":'ITI ... ill. .. ill .. .II __.....-Washed Aggregate

4" Thick Concret~ in Federal Blue

6" Crushed Aggregate""' Setting Bed

Prepared Subgrad~

~Concrete Base Frost Line)

/Steel Rebar #4 Fabric

" Perforated Pipe

Wall Meetina Concrete Path with Exoansion Joint Scale: 1 "=1 '-0"

1/4" x 5" Steel Metal Edging

4" Thick Concrete in Federal Blue

6" Crushed Aggregate~ T Setting Bed k I

Recycled Concrete Blocks with 1/4" Mortar Joints in Federal Blue

4" Thick Concrete in Buttercup

Wall Meetina Concrete Path with Steel Ed Scale: 1-1/2"=1'-0"

1/4" Ex[)ansion _ _ _ 111111 ~b::.AI l=rlninn_

4" Thick Concret~ in Federal Blue

6" Crushed Aggregate~ Setting Bed

Separator F::ohri"~

4" Perforated Pi

Prepared Suborad~

Retainina Wall Between P_LP Rubber Surface and Concrete Path Scale: 1 "=1 '-0"

ove Gray Capstone (2"x12"x18" minimum)

~ecycled Concrete Blocks with 1/4" Mortar Joints in Federal Blue

~11.:: Topsurface in Buttercup

Base mat

_IA/,.charl Aggregate

~Concrete Base (To Frost Line) w~~harl Aggregate


Electrical Wiring to Connect Unit to Power Source

Cast Lighting Model CEWL5LED1 Placed Every 6' O.C.

Concrete Retainina Wall Liaht Scale: 6"=1 '-0"

Silver Mist Flagstone with 1/2"Mortar Joints

1" Mortar Setting Bed

Prepared Subgrade

1/4" Bolt

3" =ill~

/==+=:!~= ~111 111 111 111m I~IIJ~. -Ill 111~€111

1'-6" 1 /------,1"-o-Jtd'u(J1J~ml1 111 111

l~§~~:~·~ill~ll~ll!g~II!Jli 1_1 -rrr TIJ!"-=1 = ~1:..... I I--

' ~~~~~~~~ , I

.____ __ L jLI-- =_ =_ =_ ~-~-t =_ =-=~ ~-{'t.f~~~~~ ~~~~! ·· ·· <II=,

ill miTim"~'~m'Tirr gm! ~llffiiiiiiiiiiiiiL::... _IIIII~

~~llffilllmllllllllllw '·· -'~~~ ~~mk ~111 111 111 111 111m 11 111 111iii'''IIU11-111· m' '11i111m 11 111M.

!~ill ill ill~ ill ill ill~ill ill ill~ J

~~~mlllmlllm*nlllmlllmlllmill~mlllmlllm*nlllrr 111111111111111111111111111111111111111111111111111111111111111111111111111111111111

Drvstack Stone Retainina Wall Meetina Mortared Flaastone Path Scale: 1-1/2"=1 '-0"

Kichler Burnished Brass~ Accent landscape

Electrical Conduit to Run Along W::olk

Prepared Suborade""'

Drvstack Stone Retainin Scale: 1 "=1 '-0"


Dove Gray Capstone (2"x12"x18" minimum)

1/4" Mortar Joints in Federal Blue

Recycled Concrete (2"X2"X2" Min.)

l\

Dove Gray DryStack Stone

Separator Fabric

Crushed Aggregate

4" Perforated Pipe

Alove Gray Capstone (2"x12"x18" minimum)

~Dove Gray DryStack Stone

~separator Fabric

Alove Gray Keystone Every 6' Along Wall

" Perforated Pipe

"':h<>rl Aggregate

I I

I I

I I

Designs t:~z ,:t


620 N. Boylan Ave.

I I "V ;u

I I 0 c c: 0

Q) m c IJI

0 -< )>

~ z )> c:

Q) -I 0 c a_ m 1/)

" (/)

m c

"'0 - c: ·- 0

ctS ~ Q) +-' 0

'- Q) z )>

:::J 0 r "V ;u ....., 0 c a. c: 0 -I -

:::J 0 en

Revisions


L-7.0

ti ::J c ~ ll. ....1

< z 0

~ ::J c w ~ Ill w c 0 1-::J < z < ~ c w u ::J c 0 !:t:: ll.

>

L-7.1

Axon of A Se Scale: 1 "=1 '-0"

21/4"

1706

Connection of Glass Wall Seaments Scale: 1 "=1 '-0"

-......-c

~~ -f----rm ......-c l

-,.....-c f..--

-,.....-c

§

r----3'-8", typ .. -~1

70 170°


Tempered Glass Panes

2' x2" Steel Tubing

f2) Glass Steel Connection Plan Vjew

r:,.. ..... • \At ... II "· . s\ ~

-i ! I

f3) Glass Steel Sectjon

3/8" Bolt

Steel Corner Brace

,- ,- ,

""" L1 .LJ :. <I '<1 " " " L1

d. <1 <1

... <1 .. <1 " "'

I I I "1 .;, 1 "

{s) Concrete Footer Wall Connection


1'

--I

IJ_.ll <1 ~

<1

"' <1 " LJ'

" " .g <1

<1.

<1 L1 <1

" 3

Rubber Stripping to Protect Glass

Light Blue and Green Colored Glass Pane

12" Clear Glass Panes

I/

/ with 1/:~'

12" Light Blue and Green Colored Glass Tempered Glass Panes

I/

/

on1 ection of Steel by Wire Weld

' Steel Tubing

)/ 7

3/8" Hexwi th Sleeve Anchor

Concrete F cater 12" x 18" x 18"

.. ,- ,- , ,- ,=:J .. L1 .<1

1l --

" " --<1 .<J .

--I I I I • ,. ' "'

Designs 1 .;..- -);, 4


620 N. Boylan Ave.

Q) (.) cc Q)

a... "'C Q) ~

:::J ......, c.. :::J (.)

CJ)

en -·-ctS +-' Q)

0

Revisions

:0

No, Description Date

L-7.1

"V ;u 0 c c: 0 m c IJI -< )> z )> c: -I 0 c m Ill

" m c c: 0

~ 0 z )> r "V ;u 0 c c: ~

ti ::J c ~ ll. ....1 < z 0


Drystack Retaining/Cheek Wall (Behind)

Federal Blue Concrete in Brushed Circular pattern

3/4" Mortar Joint in Federal Blue

3/4" Mortar Joint in Federal Blue

WWF

Steos From Sidewalk to Stone Patio Scale: 1 "=1 '-0"

4" Federal Blue Cnnr.rP.tP.'"

6" Agg regale Base--....

Metal Tab 1' O.C.,

r2' Moon Path

2" Square Dove Gray Cut Stone 6"·12" in

Arc of Step--.. to Follow Layout

1

r4' Stairs Elevation

r-----1 ''----,

----------1

;?.~ ';cy'}~ ,(·

I I i

:-


Flush, typ.

~·

<!

• _<11. ~L

· ~ · ~~1[ . ~ k~! "?""""~:..____

•

~· .. · .. , .............. ... :·c.,. - . --.

1

~ ··· .• " ..... ·· ·~i~~~~;;;~::::::Jrr-------------

~··<1• ~

x 1/4"Galvanized Steel Edging

Concrete in Buttercup

15" x 1/8" Steel Rod 6"0.C., typ.

~Pr•m"r"rl Subgrade

••

5" x 1/4" Stainless Steell=rlninn_

Metal Tab 6" O.C., typ.

Moon Path Meetina C.I.P. Rubber Surface

L.--3/4" Mortar Joints ---; - /_.-.-.-6" Concrete Risers at

__ ~?-~_ Q-c:::"·_..... / DOT Standard Concrete ~ t' c_ ~<""\. / --· i--1

ry Stack Stone Retaining Cheek Wall

l=ini<>horl Grade

Scale: 1 "=1 '-0"

Flagstone with~ 1 /2" Mortar Joints

3/4" Mortar Setting l:!ed--..

4" Aggregate Bas~

Prepared Subgrade,

Concrete Plantina Well Scale: 1 "=1 '-0"


.. - .. ·.-'.

ut Stone in Dove Gray

xpansion Joint with Sealant

lagstone in Silver Mist with 3/4" Mortar Joints

3/4 " Mortar Setting Bed

" Aggregate Base

Prepared Subgrade

Topsurface

Base mat

Crushed Stone

Subgrade

1/8" Heat Treated Steel Cap

repared Growing Medium

Drainage Pipe

....-Fabric Seperator ---CnncrP.tP. Planting Well

I I I I

I I

I I

Designs t:;~=;. :~


620 N. Boylan Ave.

"'D ;u 0 c c: 0

Q) m c IJI

(.) -< )>

ct1 z )>

Q) c: -1 0 c a... m 1/)

" en m c

"'0 - c: ·- 0

Q) ctj ~ +-' 0

'-- Q) z )>

:::J 0 r "'D ;u ......., 0 c c.. c: 0 -1 -

:::J (.)

CJ)

Revisions


L-7.2

construction documents

Documents

rn z c c

ill w c

j z ill c w u

erosion designs c

o j d o

qq ifill cj c

z r d u

ld d demolition notes