HomeMy WebLinkAboutPacket Addendum No. 1
u
o
o
o
o
D
o
U
D CanneL IN
o
U
U
o
U
D
o
D
o
U
Carmel-Clay Plan
Commission
~~~~~~~~~
~lUJ~~lNlOO
611& 621-623 NorthRangeline Road
ADDENDUM No.1
For ADLSAmend Approval
Docket No. 05080042
KEELER-WEBB ASSOCIATES
Consulting P.ngineers-fPfanners-Surveyors
486 GRADLE DRIVE - CARMEL, INDIANA 46032
PHONE (317) 574-0140 - FAX (317) 574-1269
KWA PROJECT No. 0508-041
October 27. 2005
o
o
o
STENCILED
D
~
~
EMERALD GREEN - B
D
o
~
*SLATE GREEN - B
FAUX BRICK COWR HARDENER
& DECK COAT
CONCRETE
SANDSTONE - A
*AUTUMN BROWN - A
*DESERT SAND - A
RUST BROWN - A
Q
o
~
IRISH GREEN - B
D
D
u
EBONY - A
~
D
~
PACIFIC BLUE - B
*CHARCOAL GRAY - A
CAMEO - A
DOVE GRAY - A
OYSTER WHITE - A
u
NOTE: Colors on this chart are close approximations. Variations may occur due to
differences in cement, water, aggregate and application techniques.
Faux Brick"' Deck Coat also available in Natural Gray and Natural White.
~.,
I
1
~ I
,. t
GOLDEN SAND - A
MESA BUFF - A
*TERRA COTTA - A
*PLATINUM GRAY - A
MOCHA - A
L-:... _ _ _ ...,
PEACH - A
VENETIAN PINK - A
Sl!~SET ROSE - A
SABLE - A
DARK WALNUT - A
*These colors available
in Release Agent
3/12/02
u
u
STENCilED CONCRETE
[
Ashlar Slate
Basket Weave
Random squares and
rectangles ranging in size
from 2%" x 4W' to 11" x 12"
with mortar joints ranging
from Yz" to 1" wide
Width: 36"
Bricks are 3%" x 7%" with
Yz" mortar joints
arranged in a
basket weave pattern
Width: 33"
Bricks 2%" x 7W' with
Yz" mortar joints arranged
in a running bond pattern
Width: 36"
Also available in
V rtical Face Brick
Random size bricks
arranged in a fan pattern
with Yz" mortar joints
Width: 29"
Jumbo Brick
Random size large bricks
with moderately rounded
corners; Bricks are SYZ" wide
and range in length
from 4Yz" to 11"
Width: 36"
STENCIL PATTERNS
Cinder Block
Bricks are 8Yz" x 1 SW' with
W' mortar joints
arranged in a
running bond pattern
Width: 38"
Irregular shaped stones
ranging in size from
8" x 1 SIt to 7" x 9"
Width: 33"
Mock Herringbone
Bricks 4" x 8" with Yz" mortar
joints arranged in 37" panels
of herringbone pattern with
214" x 6" border bricks
Width: 40"
Diamond Tile
Octagonal tile 7W' wide with
Yz" mortar joints
interspersed with
3" diamond/square tiles
Width: 33"
Herringbone
Bricks are 3%" x 7W' with
Yz" mortar joints arranged in
a herringbone pattern
Width: 33"
Old Chicago Brick
Random broken bricks
ranging in size from
2Yz" x 3W' to 3%" x 9"
with mortar joints
ranging from Yz" to 1Yz"
Width: 3 7"
o
Faux BrickllO Non-Adhesive Stencils are available in 1,000 sq. ft., 500 sq. ft., and 100 sq. ft. rolls.
Faux BrickllO Adhesive Stencils are available in 500 sq. ft., and 100 sq. ft. rolls.
o
Old English Cobblestone
~
~
U.. Random shaped stones with
l highly rounded corners
~ ranging from 3W' x 3W' to
7" x 8W' with irregular
mortar joints
.. Width: 33"
Rustic Brick
~
Bricks are 5W' x 9" with
irregular/curved mortar
joints arranged in a
running bond pattern
(simulates old or used brick)
Width: 36"
Pinwheel
0 r--
-
1
0 II
I 11
Bricks are 8.3" x 3.9"
arranged in a
pinwheel pattern with
Yz" mortar joints
Width: 39.6"
Silverdale
Random squares and
rectangles ranging in size
from 5" x 5" to 11" x 1 3Yz"
with %" mortar joints
Width: 36"
Bricks are 3%" x 7%" arranged in single file for borders with
Yz" mortar joints - Available in 300 and 1 ,340 linear ft.
Random Blue Stone
Random size stones ranging
from 5" x 5" to 5" x 10" with Yz"
mortar joints, with rounded
corners, straight longitudinal
mortar joints and irregularly
curved lateral mortar joints
Width: 33"
Square Tile
Tiles are SYz" square with
Yz" mortar joints arranged in
a stacked bond pattern
Width: 36"
Large Circle
Cobble Header
C
D
D
U
o
ITIl+l.+ ill
Irregular stones varying from 4" x 8" to 5" x 8" arranged in
single file for borders with Yz" to 1" mortar joints
Available in 300 linear ft.
Brick circle available in
6'8" diameter with
Yz" mortar joints
5812 Hwy. 494, Natchitoches, LA 71457
Ph. 318-379-2000. Fax 318-379-1000. Toll Free 888-328-9321
Website: www.artcrete.com · Email: artcrete@artcrete.com
I
Running Bond
Bricks are 4" x 7%"
with Yz" mortar joints
arranged in a
running bond pattern
Width: 36"
Stacked Bond
Bricks are 3.9" x 7%"
with Yz" mortar joints
arranged in a
stacked bond pattern
Width: 33"
Cobble Circle
Cobblestone circle available
in 5'4" diameter with
irregular mortar joints
Q
D
Q
i
o
Q
o
Q
~
a
Q
Q
Q
D
D
~
~
Q
i
KEELER-WEBB ASSOCIATES
Consu{ting CEngineers-cpfanners-Surveyors
486 GRADLE DRIVE - CARMEL, INDIANA 46032
PHONE (317)574-0140 - FAX (317)574-1269
Project CEVENANT COMMERCIAL BLDG's
Sheet 1 of J
Proj. No. 0508-041
Date 10/7/05 By ALD Chk. ALD
COVENANT COMMERCIAL BUILDING 621-623 NORTH RANGELINE ROAD
EXISTING BUILDING - WEST ELEVATION
EXISTING BUILDING - NORTH ELEVATION
o
D
D
C
C
Q
~
o
~
D
o
D
~
o
Q
o
D
Q
o
KEELER-WEBB ASSOCIATES
Consu{ting P.ngineers-PCanners-Suroeyors
486 GRADLE DRIVE - CARMEL, INDIANA 46032
PHONE (317)574-0140 - FAX (317)574-1269
Pr~iect CEVENANT COMMERCIAL BLDG's
Sheet 2 of J.
Proj. No. 0508-041
Date 10/7/05 By ALD Chk. ALD
COVENANT COMMERCIAL BUILDING 621-623 NORTH RANGELINE ROAD
EXISTING BUILDING - EAST ELEV AnON
;l I
J '
J! r STORM MANHOlE
T.O.C. - 829.05'
15- RCP W INV.-821 87
J I t 15. RCP 5 INV -821 97'
, I
I
, I
=j=F=
826.15
825.98
825."93----
______1-
tI5.-=--=--=-t-=-
I
I
I
I
EXISTn.t; CURB lS
x 826.54 ~
~--
~
i I
I
~
&' 6llll! YAIlD
=
Q:
826. JO
4' x 3&' ~. WAL.K
SEE DTl. THIS &leT
\D
\D
ADA SIGN
SEE DT.L Itc:I
EX1&T1Nlil elM! 6TOR\" CIF\.El<
621 . 623 N. _ LIIE
3~ 8QF1'.
FFE. ' ll76m'
FI<OP06ED 6' CONe. CUI<6 (TYP)
SEE DTl. Me &HEEl
. STOOP 2.3
181181
m
I
I
I
1 II
II
II
10.Cp'
II
II
II
II
II
II
24.00' llD
sa
PROPOSED
~=.
a:
PROPOSED A&F\l.o\LT PAV8'1ENT
SEE DEl AIL TIl1& 9HEET
I
lL
EX1ST~ GRAvEl. DR1
lS.3'
.'
.'
.
.{
1
..
EX1&'IING 1110 6TORr IIOUeE!
6n N. RAdII! LIIE
1,5'I46t:l.1'T.
.1
..
827.15
X 827.24
.Elas11NG'
...~.
..
ZONED El-5
PPJ!. . 829B'
31.67'
'!?"
Ii
.-.
--v__.
'-.
EIIWl5ED
COIICREIE
PClRCH
E1.fCTRlCAl
MElER
6' CONe.
SEE DETAI ~~
...--
-~--...--~
._,
..................
~~...--...--
ZONED El.5
PAOP08ED EITE PlAN
GRAPHIC SCALE
'i
~_J
--
"I
.~ ,.
(Ill n&T)
llDD11.... to tL
II
II
II
II
II
II
II
II
II
II
II
II
II
11
II
II
11
I'
II
II
II
II
II
II
lONEII R-3
II
II
II
II
II
II
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
1
I
I
I
I
I
I
I
I
HOLEY MOI..EY SIllS
"OIG SAFELY"
~
"'T'S THE LAW"
CAI.12I1O'f1.:WCLMl'S'BE:FORElOUOIC
1-800-382-5544
CAU.rou.FR<E
PER ~ STATE lAW 1C&-1-2&.
IT IS /IGNNSf THE tAW TO EXCAVME
wmiOlff N011fYINC THE l.H)ERGROlJMO
~~~~~~
::,,:,:,,~l_._____._-
2. lho_~_.._..._"'_thal.._...._
en obb*Ied fnlm ....... cIl'. c:owdI. oncI 1_ ** ~ pilat to ....
--.
3. Salbadnp"""not...._at..-. -_"-"''''
_"'_1_"'1-_
4. MaWr ~ at ...... 1 .. (24 haIn) prfor III ...... .., --.
5. __'........__and__.._....4..._
-...-
5. ..._czi...___
7. AI ........ ... ....... wBh A.DA t.1.
&. II! .... of .J.-. nidi en 5 felt ........ ____ notIIIL
I. . _ ~... __ but not -. ... '" _ "'...... - ..
....... bIfcn 'WOrk .. oontInuML
I
,0. _...~__,,_and___..
= ':..,....-=........... .. -- - '" - -........... .....
I
\
ASPIW.T PIfIlWMEN1' 5fI!CIFICA1lCIN
1he pawing ~ ..... till .......... far the faIIcMIg:
1. Tbe _ to be .... IhaII be dior'IlI 01 all rode, cIIbrII. nlOtI and vegeIaIIan. 1ft
-....-......-.. ..-..........-
2....__~-==-::--=-_~~
~,...... ... ftlr e. enth ..... GI ... ~ ...... and .....
.. _............. _lho _......_........ _and,-
..lIholInantM~
t~ 8IIbgnIlI8 IIhoII be Cl:ll'IlpCdId tD .. ........,. dIInlIIJ .. detem*Ied byllSSHlO MI!IIhad
.... n. ...... andltlnllll ....... .... be ..... 111 an appralMd ... ClDnIIJClII1' for untrarrn
--1""'-
5._-"""" (Iltl.)......._-_
:;."'t..hDt c::. ~ ="'"!..~II~: ~.:.~ In'::::' for
7. ,.. hot mil __ ... .... ...... ..... be ,.... " ... 1ft to 1M trw 11M ancI ....
.. ..... on tile ..... 1ht palling: IIlIduN thai .. pIcIllIId cn:I compacfIId at a ..........
....... 2SO F. (t21: C) and 30D F. (148 C).
~= =-1heIhall~~-= ~QN~ 'g.~~~......
~ parrMN ~ ~ pIaIllInI the mill tD .. NqUhd ....... .. .-.m Oft the .....
1.-.--..-....-..--..--
~=.::e.t'...=.~-==--= ~ -" --..
'o...._~5...____
~~.J::"=: ...... .... be conItrucW In oarnpUonce with INDCJf
: .=..~ ~~~ __ thai be mortc1Id wfth a durable MMIlrfI*. .... point to
SITE OATA
ZONED B-S
PROPOSEO PARKING 14
REQUIRED PARKING 13
FRONT SETBACK IS'
SlOE SETBACK 5'
REAR SETBACK 20'
ASPHALT PAVEMENT
REPARE PVMT. IF NES.
I
I
CONTRACTOR TO PROVIOE I
CONCRETE/ASPHALT ADHESIVE I
SUBMIT TO ENGINEER FOR APPROVl
CONCRETE CURB DETAIL @
NOT TO SCALE I C 1
1. WHERE SIOEWALK IS CONSTRUC~O IMMEOIATELY ADJACENT TO CURS, THE SURFACE OF THE
SIOEWALK SHALL BE CONSTRUC 0 \. HIGHER THAN THE CURB.
2. TRANSVERSE JOINTS SHALL SE UT WITH A JOINTER HAVING A RADIUS OF 1/2" AT 6'-0. SPACING
ANO 4S' -0. BETWEEN EXPANSIO JOINTS. (FOR SIOEWAlK ONLY)
3. SUBGRAOE UNOER ALL CURB, S OEWALK, ANO ORIVES SHALL BE COMPACTEO IN ACCOROANCE
WITH SECTION 207.02 OF THE S ANOAROS SPECIFICATIONS.
4. WHERE SIOEWAlK IS CONSTRUC 0 ADJACENT TO CURS, THE SPACE BEHINO THE CURB SHALL
SE FlLLEO WITH SUITA8LE MATE TO THE REQUIRED ELEVATION ANO COMPACTEO IN LAYERS
NOT TO EXCEEO 6".
5. WHEN SUILT IN CONJUNCTION H CONCRETE PAVEMENT, EXPANSION ANO CONTRACTION JOINTS
SHOULO BE PLACED AT THE E LOCATIONS AS IN THE PAVEMENT SLAB. THE CURB ANO GUTTER
SHOULO BE TIED TO THE PAVEM NT BY '4 OEFORMEO RE -BAR AT 3' -0. o.c. IF NO CONCRETE
PAVEMENT IS BEING SUILT, AT E TIME, THE CURB IS CONSTRUCTEO, EXPANSION JOINTS SHALL
BE PLACEO AT THE ENOS OF A RADII ANO AT INTERVALS NOT TO EXCEEO 100'. CONTRACTION
JOINTS SHALL BE PLACEO AT 2 ' o.c.
I
I
I
I
II
1 1/2" HOT ASPHALTIC CONC.
SURFACE COURSE
TAC COAT
EXJ8110lCl LEClENO
f'IlOI'OElEt) LEClENO
2" HOT ASPHALTIC CONC.
BINOER COURSE
NOTES:
---------
EXlST1NG WATER UHf ·
UNDERGROUND TD..EPHONE
EASEllENT .
SE18IoCl<UN>:
CENTERUNE A
lmOERGfWUND GAS MAIN _---_
UNOERGROUHD Tn.fCOWMUNlCAllONS'" ......
PROPERTY or R/W lINE v'~
l..lHDfRGROUND B..ECl1UC UNE e
'S.I.NO"ARY SEWER .Q\
EXISTING STORM SEWER A
liC
CURB INLET
8".- AUtRlTEctl PHONE PEDESTAL
CINERCY EILClftlC eox
SlllEETSIGN
GAS VALVE
EXISTIlG COHTOOR
VEGETAnoN
SANITARY .w.IHOLE
EXmlHG CAlCH ~
EXJS11NG WATER VAl~
EXISI1NG...._
53 STONE BASE
L,...;
-~---
2"~ ROU.[I) CONCRETE CURB
PROPOSED SANITARY SEWER
SUBDMSION BOUNDARY
AI>JOlNER PROl'ERlY UNE
PROPOSED STORM SEWER
~. uNDERGROUND ELECTRIC
PROPOSED UNDERGROUND GAS
PROPOSED UNDERGROUND WATER
FLOW AAROW
PROPOSED GRADE
CURB ItI.ET
CATCH B\SlN
_C_II-II-
e========
lID
..
olI'
LIGHT DU1Y ASPHALT PAVEMENT SECTION
NOT TO SCALE
WELL ORAlNEO
1
Cl
CONTRACTOR SHALL USE FISER
MESH SUBMIT MIX TO
ENGINEER FOR APPROVAL
~~ 15
en ~diil
- ~ j ~
I!!~i'l
o~'i'Ci'
",..0
OO~A
~~
~~
t.)ri1
0'
~I
i:i:
!Xl'
!Xl~
=.~ ;~~
~ to1 ~i ~ ~
~ 2'~15[;;~
....::a:t: ~~~:
=lr;~~g
~t.lI<SI~
ga
o
u
~
o !h
g Sl
~ f!l
~ .1
~
o
u
3
~
; (9~1
O~I~
uo ~
~g;
~ ~=i
~ z ;;
I ~
0
U
DRAWN BY: CI'III
CHECKED BY: ALP
PROJECT No.
el501-044
SHEET No.
~~
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
~2
I
I
I
I
I
I
I
I
I
I
I
I
I
I
825.66
BOC
x 828.44
RE
825.-46
-
825.47
BOC
4
x 825.94
RE""""
"""'"
STci3.t-iUoNtfOlE
'T.O.C. - 8251jf
18- RCP W INv.-819.84'
15. RCP E INV.-819.94'
,// .....\
... I ".
/ ,/ -'''''...
...../ ....
x 826.67 ........
RE .......................
..................................
~
,
,
\
STORM MANHOlE
T.O.C. - 829.~'
15" RCP W INV.-82t.8"
15" RCP S INv.-821.9:
lIa'ALUM PANEL
5CI'<EEN ~NT 5YMeOL
COLORf> 5ELECTED y Af<CI4,
I-IANDIC
~
c_-_-:_____~.,wJ.l>---
x 826.85
RE
(-....".?6',
, ,
, ....,....
---j \
825.96
BOC
825.60
BOW
,
,
,
,
,
-i-
If 8IDE Y MD
828.59
RE
,:>..~;===!-
'\-~~t- ;:" '.
I
I
I
.~~ I
~- -I
!.J 1 / ;:':'
, "
/ \
,/,// I ..(~
("~~ .\
825.76
.r!>.
'~:~(l~~~~Z~;~~~~~~~SE~T
, X1RRU~\
,/ I \ \
\" SPRUCE \ \
i;:I; I \ \
.. , ,
, , ,
\ J I
, , ,
, ' ,
"...._../1 /'/
"'-'\
9------
8~_:_9:r_----
OC ,
~~~9c/
,
,
,
,
,
,
,
2Q.05
51""
I
I
I
I
II
II
I
I
/1
-------
-------
AI(
x 6 .86
S P.K..SET
-----...
t}...s"
Be'
4~"
!1-'O ..PA~: 4~
" "W,SO,'
/';_-------620---- \,)
,//'
'"
"
"
)
..............;',;'
/
-----........"
826.21
RE
~l
~26~O(i
sp ,
i /
i & I
! i//(
H
Q
;0
825.8
RE
2' 5Q. AL INUN P05T
FINI51-1 A5 PER 5PE IFICATION5
825.80
,
,
,
,
,
,
,
,
,
Be'
625.75
[OeENO
eoWEOC
,
,
,
,
,
,
,
,
,
,
,
"...._1/
,
,
,
,
,
,
x 829.40
RE
\Q
\Q
'~
4
4.. '
.. '
!
I
ill
4 'd
826.15
BOC
x 827.67
BIG
BO~OC
,
,
,
,
x ~26:OJ"'-
RE
19
~ HINMIM OF 6' TOPSOIL OYER EXCAvATION
TO ENetJII<E ~ve'" GfOOUITI-l
IF I'!EGlIIRED'"", PAVEMENT 5ECTION
/'
I
CONCRETE PIPE TRENCI-I PCT AIL (WlI S' OF PAVEMENT) 2
~ro~E I a
~ HINIMUHOF~'T ILove"'EXCAvATION
TO EN5UI'!E cove", GfOOUITI-l
IF I'!EGlIII'!ED
/'
I'!EL, eACI<FILL
'e' "'" EQUAL
Gl'!ANULA'" HATEFllAL
COMPACTED TO ~S '"
ST ANDAI'!D FI'!OCT"'"
DEN5ITY
IlEIID\IERNCE
x 826.91
RE
El<ISTIljG-.~vEL Dl'!lvE ,
///) "'-------827---'---:/
.... /1
Be'
(DYlNq~,
, ,
, '
, '
, ,
, '
, '
826.7(\ \
.4 4' B,_:,/>
4'
, x 625.67
"---~~~~~82' ___________
826.89
EOGEND
I
I
---, , 2 I _-
\,,----\ ~~I
__"~,, ....~;,;.;--c,.,..--
\\ ---"~--
\ ~.... "--"---"--
~~-r-
",~8.3'
Be'
'f ;J8<',<
II( 825.17
RE
,
,
,
,
,
,
,
,
,
,
,
,
,
,
,
,
,
,
,
,
,
,
,
,
,
,
"---"--"---v__
r~!~-w "--"--"
,//~
:.... \Q
"
"
-,
,
,
,
,
,
,
..~.
---
,
,~",/
827.15
Boe
/
..............
.ElaS1lNC"
",~4
DEPTI-I OF BEDDtNao
HATEFllAL BELOW PIPE
INSIDE DIAMETE'" (di HIN.
21' . BHALLE'" 3'
30' - 61li' .'
66' . LARGE'" 6'
. 627.24
Cl
4'
'!?"
4'
31.67'
ENa.ll5EIl
CONCRE1E
PORCH
ELECTRICAL
"ETER
m-END
,
! (------...............
'-------, '\e'lliI:ll!Y~
........___1 ............
""
-----_...-------
--_.......---
------
---'--l~- --- '-,--------- --,-- -- -,- ---- --827----"
IWJIliItI~__ ----- ---- ..._.......
------ . 820.8 '"' ------~~~~~~~~~~~~~~~~~~~~~~~~~~~~==~~~~~~~~~~~~~~~~~~~~~~~::::~~~~~:~------"
9G ~ ~
. 829.60
BIG
J/
.-.......
II( 829.73
BIG
,
,
,
,
BENCHMARK (BY OTHERS)- RAIlROAD SPIKE IN EAST SIDE OF POWER POLE ON THE SOlITHWESTERN CORNER
OF THE INTERSECTION OF 1ST AVE, S.E. AND THE FIRST ALlEY SOUTH OF MAIN
STREET.
ELEVATION' ~ 841.53 (1929 NGVD)
EXJlJI1'IO lBlEN)
THIS INFORMATION WAS TAKEN FROM THE PLANS FOR CARMEL REDEVELOPMENT COMMISSION, RANGE UNE ROAD
RETAIL AND TOWNHOUSE, CARMEL, INDIANA, AS PREPARED BY CONGDON ENGINEERING ASSOCIATES, INC, DATED
5-26-04.
EXISTING WATER UNE iii
UIlllERGIlOUf<D 1UfJ'ItONE
EASOAENr .
SElBACK LINE
CEHTEIllJN< II
l.JNO[RGftOUNO ~ IIWN __-...
UNl:lERGROUNO TElLcowuWICA.T1ONS - .....
PROPERlY or R/W LINE v~
UNDERGROUND EUCTRlC UN[ e
SANITARY SEWER .Q'
EXISTttG ST(lftN SEWER A
~
CONCRETE PIPE TREN
C\lRBINtET
e-xe- ~ PHONE PEDEST.tL
ClNERGY ELECTRIC BOX
SIllEET SIGN
GAS VALVE
EXISTlHG CONTOUR
'lEG[TATION
SolNITARY t.W.fiOLE
EXISTING CATCH ~N
EXIST1NG WATER VALVE
EXISl1NG FIRE HVOIWIT
TREE DEMO
(2) 36" WAlNUT (DYING)
48" WALNUT (DYING)
24" MULBERRY
'i
EXI8'Tf<<) 1"alOGRAPHY
GRAPHIC SCALE
h.....~ I
( mna)
ltDoh- 10 it.
DEPTI-I OF BEDDtNao
MAn;",IAL BELOW PIPE
IN5IDE DIAHETE'" (dJ HIN.
21' . eHALLE'" 3'
30' - 61li' .'
66' . LAI'GE'" 6'
-I
===-======
NOT TO ~E
INI51-1 GRADE
Q
:3
C2
J !
~..
:;) ~~I
!3
~~
'" ;;
j!!'i'
c'"
o~ ..-
OO~A
~i:'
~e
~
u,
~I
<tl
a:
CQ'
CQ~
~.~ ;~'"
~Ilo:l ~~'i'~
Ii! ~-
:3 roorn~
:c ~~ E'~
Cr;1l5li!~;;
r:1~ d~i
~
u
~ fh
~ ~!
!Xl i i5
~ .1
~
u
3
U
~
~ [g~1
o 251~
u015
I ~g;
~:l
z ;:
~
~ 0
1;i U
DRAWN BY: Cl'III
CHEO<ED BY: AID
PROJECT No.
1Zl9I11-t1!)44
SHEET No.
~~
EARTI-I
~
I
CONCI'!ElTE FOOTINCio
I-IANOICAFPEP PAFCKING SIGN
NOT TO $CALE
'6' 6Of'lIiWUI "'" EGlUAL
-....oJL.AI'! MATEFllAL
COMPACTED TO 9S '"
ST ANDAI'!D FI'!OCTOI'!
DENSITY
'e' eol<l<OW "'" EQUAL
~LA'" MATEI'!IAL
COMPACn;D TO 9S '"
ST ANDAF<D FI'!OCT"'"
DEN5ITY
NOTE, ALL eEDDtNao . INITIAL BACKFILL
6I-IALL BE IN5TALLED IN 6' " 12'
BAlANCED LIFTS
A HINIM.t1 ~' OF CLE_CE
6I-IALL BE F'ROYIDED ON EACI-I
51DE OF TI-lE 1N5TALLED PIPE
NOTE, ALL BEDDtNao . INITIAL eAct::FILL
6I-IALL BE 1N5TALLED IN 6' - 12'
eALANCED LIFTS
A HINIM.t1 ~' OF CLEAI'!ANCE
SHALL BE F'ROYIDED ON EACH
SIDE Cl' THe IN5T ALLED PIPE
PET AIL (HOI'!E Ti-lAN ~' FI'!CM PYffi" J
II
II
II
II
II
II
II
II
II
II
II
II
II
II
~I
II
2.
II
II
II
II
II
II
II
II
II
II
II
II
II
II
II
II
II
II
II
II
II
II
I
I
I
I
825.66
825:"93----
/
27/
/'
826.15
I
I
I
I
II
II
II
I I
Q.E
r
)If
..
,
.
,
,
,
,
,
827.15
--
\Q
\Q
':"~;;;; t-
, ,
\~-t )
I
1
I
'~M~ I
=--1
iJ
~,/'/ 1
..'"
,
""J8.3'
825.47
825.46
. .",~""",
ST"om..-irlAtlljOlE
T.O.C. - 82S:oor
18. RCP W INV,-819.84'
15. RCP E INV.-819.94'
29.05
l( 826.85
(:_-::_____~_f!.2J.1O-- -
x 826.&7 ",
...................
.................................,
\,"'"
(-"Q..?8,
: '............,
-______oIJ \
X 828.44
RE1RICTllR llRlF1CE 4' - .. HOPE
c:R<lU1m INTO 11" RCP IIW1lT
~
~!l!
o
~U~
&!~..
I!! ~I;'
-<0> l:l
0, ...
.)C. _
"'~
~
!!!
oo~...
~ ~ JI'I\I
::S~
t.)l"iJ
I
~5
~a
a:
~I
~E
= ~ N
I 9> i ~ 0>
...... ~ !l!-< 'i' ~
_ li'~;:-
~l!'1515"'.J.
~:t:~iERr;;
~ 1 ~c1~~
f:l~d~~
~
o
u
~
1-'4 11:1
g ~g
~ fi
~ ;1
~
u
~
I
3
U
~
~r5~
O~!li
UQiile
~s;~
<~:I
z Oil
~
o
U
~
826.28
825.98
825.60
STORM MANHOlE
T.O.C. - 829.05'
15" RCP W INV.-B21.87'
15'" RCP S INY.-821.97'
i[]-~
, ~ ~
I
!
&TOFlH INLET SEDIMENT TRAP
NOTe: eaJlBlTlRAP aw..L. IE CLENED
our.. MA1EIW... 'II" CEIP.
'TRAP etWJ.1E NJTAL1.S) wtEN
lIE CA1Ot..... BINBI'ALI.ED
NC:J 8tW.L ~ UNII.. PEIMW-
Slflll.ll'Oce SNlrAUBl.
1l
~
ORA.... BY: CI'W
CHECKED BY: AU:>
PROJECT No.
eee1-t)44
SHEET No_
(C~
--
,/,/.
( \Q
....'............,\
'\\
X 827.24
31.67'
,
,
,
\
-~-
&' 8ItlE YAIiD
828.59
~~----- ---------------
~~~===~ ---*~------
.S~ _ /O'O~:: PR;;'Pi5itD-:;o'-oRAiNA~E ~SEMENT
1..E8e_12 '/G- --'\ \
PER 8IGN, , --:-8~' '" '"
~" "
,ioo' /,/ \ \ \\
$ ( : \ '
/ / ~ I \ \
//,/ '\ ,';
,
,
82.6.22
825.75
'-,
,
,_------.S'Jf>-----\)
"
('/
"
......."
\ /'/)
\, ......,./
, /
~ QE llTClR'I' CII'l.j5>C/
621 . 68~1IlE--
2~ 6QFf.
*t
~26~,
'4="
.PAlIO :.. ~
n,'O' .
'b "8?!3.sO'
j
II
82S.80
82.5.8
.~ .
..
,
,
,
,
,
,
,
,
,
,
,
,
,
,
,
,
,
,
,
,
825.61 /
,-.... ,
:, "
(--'-:::::::~~
)C 829.40
.4 ..
826.21
..
,....-,,"
,
,
,
,
,
,
,
iD
~-,
, ,
" ,
......... /
" ,
......'" D.r.CTRlCA.L
............ /'UElER
" ,
..
.4 '.
PI'L. __'
,
/ __--...B~6----;a;;
)C 826:03
) ~-:~~~~-~--~~~~~~---------
(~8~ivi34
------- I ,--------
, I
/ ( x '-,__....')... _) ~...lIt..826...l!lt_ )C-~26.86 / ',\...~ __.....- __- J
I~...;:;-"-::..J~c-----~--,T~ ,', ?"".....
\ I ...",'" .........--....:::--.=-";;.2J!R6..2~"'-;8U.rltlJ' -........ ....,.... I , _...... ........-
I \'" ...... ..._~ r.8p" ... _'1. \ ........ ,_ ..-
\ // //'" J I :' x 829.69 _ ....~29.~ \ .........\)( 825.7
\ d~ .../ ....--------- -, I , \ 1"'--
\/V/// '---' \ \ \
I I I
. , I
, I I
, I I
........-828--......" : I
, ,
, I
-.....;... 1
'~/j
826.45
I
.a. (/
" \. I
Iln-I~ ~:-_10' I
SEE DETAIL CN\rs ~
Ip.......,lDTllE1EN11CII I ;.
_ IlEP1H - ....... //)' '1
x 825.7
/ - ~
4
...
~
Y. .70
~
~
, ,
, ,
, '
, ,
, '
, ,
826.70., "
." ",' ._,// "--S2"--
4'
\ x 625.67
---....
'....-...-826_____....
....". .
,. .
,
, ..
, .
".' [..' .:-
.\ .'
)C 826.91
E)(18TIIjG-~vEL DRIve I'
.../ ................ ...,,",'
... ------827-----'
/ ,
/ ,
...... //
826.69
"/2.<'.4
)C 8 .71
,
,
,
,
,
,
,
El<l&l1N& l1It) IITORY' ~ . '1
68 N. RAt>>E LINE \ .. ~
~~~:._, \\," ..'~ 4
!--ll
4
ELECTRICA.l. '. 4"
METER
~
)( 82.5.17
-....----....-....-
/
,
,
,
,
/
,,;:;-
"--"'--"--..
826.71
ENCt.OSEIl
COHCRE1E
PORai
..................
,.--.
,
I ~...----__....
(~\---,::::,:-....-
....-----.... '\II8tDE YARI)..,
....___...1 "....
, .".......- ,......
~~-r-
, ,
...---------
'-,
___......-----829 -
""--l~--
-....-...-____ ---------- --------------------_____________________________628__--....____ _ _ _.
-...._------- ----
)( 829.;~-/---...------
,
------ -----________________ _______________ 827 ----............_........
)( 829.7J
DIWtWJE a: GRADING NOlES
1. EXIS11NO 'J'OPOOIWIH't TAKEN FRC* PIERS . ASSOaAlES. INC.. 0A1ED AIJOUST 24. 2OQ5.
2. cotnRACIOR 10 VERIFY AU. EXISlING CONDITIONS PRIOR TO BEOINNINO WORK.
3. ALL GRADlNG,IEAR1Ht.tCMNQ WORk 10 BE DONE IN SIRICT N:CORIWICE wm4 AU.. STAlE AND I..OCAL. CODES MID
REQUlRBEIlIS. .
... LAND M.1ERA11ON WHDt snaps 1HE I.NI) OF VEGEOO1ON,. INCLUDING REGRADIHG. stIALL BE DONE IN A. WAY
1HAT lIU _ SOl. EROSION.
8. .}. srABUZED CONS1RUC11ON amw<<:E stW.L BE MAIN1'HNf.D AT EACH PCINT Of' ENTRY 10 OR EXJ1' FROM 1HE
SITE AI.ONO _ ""'" I(f lItE ElCISIING ENllWlCE EIl1IWICE.
I. lItE _1I0Il OF 1IIfE WHICH AN NIEA _ EXPOSal SIWJ. BE ICEPf 10 A PRIIClICAL __ tHE
MEA SKIlL BE srHlllJZED '" aua<l.Y '" PIW:IICAL WI1H '1Uo1POlWl\' stmNC PER AllCllllIIS SHOWN ON SHEET C4.
7. SEE SHEET C4 AlA EROSION CONI1lOL NOlES AND P\AII-
I. PRIOR 10 00NSI1IUC110II OF Hft PERIWIENr SI1lUCTURES, ALL 1OPSOIL AND _ wmR. FRlIZDL WET
SOFT, LOOSE. OR _ SOL SIWJ. BE REIIllIIEII. 1llPSllIL SIWL BE REIIlMD 10 A II1NIIIUIl DEPIH OF SIX
~ ~~ TO AEJIlM -....: IM11ER II lItE ...... TO BE OCCUPIED 11'1' _ WAU<S AND
9. 1OPSOIL SKIlL BE SEPMAlED FRaIl SUlTAIIIE FUL IIo<IERIo\LS _ SKIlL NCJI' BE USED '" FUL UNDER _
CON$IRUC1lON N/US OR FIIT1JRE ElCPANSION .......
10. S1llRM SEWER SlAIICIIJAES SIWJ. COIlPI.Y WflH CURRDlT SPa:If1CAlIOII OF lItE CIlY, COUNTI' AND ALL
NlENCIEll IN RESPECf 10 lIESlGII AND CllWJI'( OF CONS1RIJC1!ON. GlWIU\AIl IMCICfI.L SKIlL BE REIlUIRED UNDER
ALL PAVEIlDIr ...... _ _ 8 FEEl' OF lIIE E1lQE OF PA\IEIIEHI' .......
11. PAmAST CONCREIE AND S1m. AlA IMHIlOUS AND IN1EIS SIWJ. BE II _ WflH _ C>-478.
."- 1ROICHES SIWJ. BE OPENED sumctEIlI\.Y NlfAIl OF PIPE lAWIO TO __ 0IISlRIJCI1llNS AND SIWJ. BE
PROPERLY PRIlla:TED _lOR IloIRRICAIlED WHEN lEFT.
13. 1REHCH!S stW.L BE SHEETED AND GrMDED N& NECESSNI't 10 PROTECT WORKMEN MD AD.IM:ENT SIRlJC'IURES,.
ALL 1RENCIDG SIWJ. BE DONE IN _ WflH Cl.SJtA srANllMOS TO PRDm:T __
14, THE SU8ORAOE SHALL BE PRODFROUm WRH SUITABLE EQUIPWEN1' AND ALL SPClNG'f' AND onfERWISE
lINSUI1>IIU: 1IA1tRIAL SIWJ. BE REIllMD AND REPlACED WI1H SUIPSU: 1IA1ERIM..
~~'WfD_~.:~~~~~T~C'~~~~
IIAICIIMI DENSIIY '" IlmRIlINED 11'1' lIIE srANllMD PllOCRlR 1ESf AASIlIO T-lII.
II. EXm\ S11IENIllIl REIIIFORCBl COIICRE1E PIPE TO BE P\JCED \INDER PA'Im ...... NIl) A _ CCNER OF
24" SKIlL BE _-.,.
17. SItIRU WAtER SEDIMENT lRAPS SIW.L BE CLEANED WHEJ4 THEY BEIXlUE tw.F FIU.ED WfDf SEDIMENT NfD
AFml PERIIANEIlT CROUND OOYER HAS IlEDI ESrAllUSHED.
18. lItE _ IWI'ERIY ""'" NCJI' lIE _ A _ fUIlll) PUIN (ZIllIE "l ..... F!IIA FLOOD _
!WE IMP. PANEL NO. 18057C0207f'. EFFEI:1NE DUE 2-18-2003.
11. AU. PROPOSED GRADES SHOWN Nt! ttlP OF' PAWMEN1' OR 0RIlDE UNLESS cmtERWISE NOTED.
20. ~,tU. 'fREES ,.., SI\JWPS FROM AREA TO BE OCCUPIED BY' ACMD ANDSURF'ACI!D ARrAS. REMOVAL OF
'TREES 0U1SIDE tHESE MEAS StW.L ONLY BE DONfAS NUID) ON DRAWINGS OR APPRCJ\6) BY' 1HE OWNER.
21. JU. BRUSH. SlUMPS. WOOD NlD OTHER RffUSE FROM 1HE tREES SIW..L BE BURIED 0NSI1E OR REt<<MD 10
DISPQISAL IlfDS OFF OF tHE snE. DISPOSM.. BY BURNING SIW.L NOr BE PERYmED UIUSS PROPER PERMITS ARE
:=. (MERE N'PIJCMIIE).1ItE LOCo<IIllII OF ON SITE IIUR'( PITS SIWJ. BE DES1GNIODl 11'1' lItE OWIER OR lItE
22- lItE _ SIWJ. BE RESPONSIIILE RlR lItE _ OF lOPS, _ AND IIOO1S OF ElGSl1NIl
11lEES ON lItE _ SITE _T lIfE. TO __ flCIS11NGlllEES SUBlECr TO CONSlRUCIION __ SIW.L BE
BOXED. Faa::ED OR OTncmn;xrnvIU,ICII 8EfCRE Nt( WORK IS srARrED: DO NOT S1UCkPILE wmtN 8IWD1 SPREAD.
_ _ _ WIlHOUT IIWR'l' 10 _ Nfl) ClMR SClMS WI1H 1REE f'NIfI.
======:r.c:
IIi!I
.
t-
e.
Ri >t.
I n'
I
~
i
~
INVERT R C. P.
:.~'~~5~;~;~~~P:~::; .. ~. Q' ac. EACH WOY
NOTE. USE INDEPENOENT CONcReTE' piPE CORP. INLET TYPE A OR EGIJAI....
CATaI BA&/N
NOT TO ~
Q
aaaaaaaa
accacaaa
DaCODacc
caaaDDDa
coacaaca
caCODoaa
DDDaaaca
caaaDDDD
eEEHIVE
PAVED AREA
TYFES a= STORM ~ CASTINGS '-'>A Fm> e&LL "'" 24'!OCP) 0
lNO 5CALE) \EV
z:s. ~ NJ. ORIMNIC IM1IRIM. F'ROM 1HI!: AREAS TO Ell OCCUPIED B'l' 8UII..DINQS" RCW)S. WIlKS .NID PARKDtO
NtFAS. PI.E AND SIDRE 10PSDL AT II LOCA1IDN MERE J1' WIlL. NOT 0fIERFERE wmt CXJNSIRUC'nON 0PERA1I:lNS..
TOPSOO. SKIlL BE _Y F1lEE FRllIl SU8SllIL, IlEIlRIS, WEEDS, GRASS, SIONEll, EC\'.
24. AFTER COWPI..EnDN OF SItE GRADaNG AND SUBSURF'ACE lJtUtY D&SfIrl1AlDI,. lOP son. StW.1. BE REPLACED IN
= ::mFORON~~~~~ #Nt REWININCJ TOP SOL
2ll. _ SIWJ. PERfIlRU ALL aJJ11NIl, flWNG, COIIPM:lING OF PUS _ _ _ REIlUIRED TO
IlRING EN1!lE PROoJECI' MEA TO _ 15 SHOWN ON 1HE __
26. _ GRAllING: lItE 1OI!IIANCE fOR PA\'ED ...... SIWJ. NCJI' EXCEED 0.10 FEEl' PLUS OR MNlS _ tHE
ESrAllUSHED SUIIGRIOE. ALL 0IIlEJl N/US SIW.L NCJI' EXCEED 0.10 FEEl' PLUS OR ....US lItE ESrAllUSHED GRADE.
ALL IWlI<S NIl) 0IIlER BRrNCS II GRo\OE SIWJ. BE ROUNDED I(f lItE 1lIP _ _
I
'D. 1HE COH1RIlCTOR StW.1. CCH=IRM ALL ENmtWDRK QlWrRI11ES PRIOR 10 srNU' OF CXJNS'IRIJCJDrf IF AN
EXCESS OR ItIImtGE aF EARtH I IS ENCOUN"I'ERf:D 1HE CDNIRIlCIOR StWJ.. CONFIRM WItH tHE OWNER AND DIOIHEER
lItE _ RlR sroa<Pl\JIIO, REWOYAI. OR lllPllRIIIIO OF EHmL
28. _ AIWS1llEHIS TO nt CIIAIlES IIAY BE REIlUIRED TO _ IIoIIANCES WltEN _ EXIESS
~~IN ARE~~~Br1HE ~~~
soaE1Y OF CML sr_ AlA SUCH ClU:IAA1IONS. lHEllE c:.lLCUIAlIONS lIfE.
_ 10 !HE _ OF SllIL I!ORIIlCS 15 1HE PII'ISIC.Il. lItE VAAIllUS SIlL 1'tPElI. AlSO lItE
ALLDWABLE VARIAlJDN IN FINISH GIWJE AND 00MPACfIDN PERMmED 1HE AND THAT ALL OfF THESE
PARMIEI'tRS MAY CAUSE aTHER Nil EXCESS OR sttORI"AGE OF MmIAL F.ARIHWORK YA1!RW.S 10 COUPLErE neE
PROoJECI'. IF SUCH All ACIUAL _ EXCESS OR _ OF IIA1BlWS OCCURS, lItE CONI1WlIOR SIWJ.
Cl:JNI'IDI' 1HE ENGINEER 10 ! F ADAISTUEN1S elM BE yq)E TO CORRECT tHE IMBAlANCE Of EAR1H.
CIW::)INQ I DRAt4AGE PLAN 'i
I GRAPffiC SCALE
k.""~. i
"I
(DflDrl
llDoh- 10 &
PRCIPCllED l..ECIEND
EXIII11NQ l..ECIEND
PROPOSEl) SNfiAR'l" SEWER
.......,.,..........
__lH
- ~.....
__ElECllllC
--...
PROPOSED UNOfJtGAOUNl) 'MAlER
ADO """'"
-......
f'ROPOSD) _lift VAL\'[
""'''''''''
... STORM HDS
o ~-.u
. lEID'HOHE WlNHOLE
. ACCESS CiCMR I
III TIWF1C -.u
. ..... ..........
.-..........
'IoCWN our
*""""""
Cb I1JlJT'( PCU wmt RISER
. un.rrr PEDESTAl
. ELfCTRlC T1WfSl'CRD
........",....,....
2;t """"'"
. .....
A'Ia1EIlVAl..VE
........ IlE1tR
A GaS \W..\'E
q, ... IlE1tR
-~.....
---------- l' CONT'OUII: UNl!:
_---_ S' CONTOUR \JNE
_0t.L-.-0LL- <J'JEJlH[AD unUTY U€S
-N_ lHlOlGROUND 1UI'YlSlON
_E_ UICIERCROUNO ~
-..- I..tClfJtGROlIr 1E1fPHONE
-1"1t~lN:lERGROlK)Fl3lEROPTlC
-p-l..INtliIlGROl. FQACE IMIN
-.- lMDERGROIMD GAS LINE
-...- UNDEROROUND 'M1ER LH:
------ CHAlN-l.JGC: FEHCE
----- WOOOEN FDCE
"""'lH
------lJNDERGRC::lU<<SlORMSEWER
....... """""
""""'--<DOC<
.....-
_ -..,
PROPEJnY or RjW UNE
---COITEJl:LlNE
- -SE1'1IlCKUNE
------EASEMOfI"
. [XISaIIG IRON Pa\I FOIJM)
. ......-
. SOL.......
ADO lH
I
I
I
I
\
I
I
I
I
I
I
II
II
II
II
far
II
825.66
825."93----
-;;.;;;t;
I
I
I
I
...~~ I
~--I
i I
I
~
.0
826.15
N
!!!
18.3'
.0
.0
_au:
',83'
.17.111t
17.'1'
827.15
)( 827.24
31.87'
825.47
825.98
II' &IIlE YAIlP
~ I
J >>
J !
J !!
II
>> I
I
I
F=~
II
II
II
II
II
II
II
II
II
II
II
II
II
II
II
II
II
II
II
II
II
II
II
II
II
II
II
II
II
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
\"'0'
x)
euIll'ENDED 8IGN
LEll6 _II
FER6lGiI
bOO'
~~~~~~~~~~~~===~=~===--
o ,,' ......-;;,~OO _n_
TFlEE AND &I-R.I6 PLANTINGt 6CI-lEDULE
KEY &cIENTIFIC NAME COMMON NAME elZE ROOTING QUANTIY'l'
0 EA E\JON'T1'tJS DIIlAI<F Ill' BAL.l- C euR.AP 22
"A, , ALATU 'COMPACTA' ElUIONING """'"
~~" eM ACER . 'LE6ACY' 'LEGACY', eua.AR 2' eat 6ALL c BURLAP I
MAPUi
~. TA><1.J& x m
. Y'l' '0ENe01FOfie11&' DENSE YEW 24' BALL . IlllRLAP ,.
.. "'" PlCEA """"",",Y 6' SAL.L C BURLAP .
ABIE& 6PlOUCE
{;, 4 " ".. I"1c::lRAtE ~ocu&T OlS>rr&lA1lllANCANlllO& 2' eal. eAL..L C BURLAP 2
5I4ADeMA5TER
. e& plNJ& RJolC>EN& COlORADO BLUE 6' e.ALL c I5JftLAP 3
GI.AUCA 6PlOUCE
~
i
826.30
'do . .
'. '
!
I
ill
4
.
4 -.
\.\,'0"".
EXI&TINCi GRAvEl. DRIVE
EXI&TIIG 11ID &TORl' HOUllE
60 N. _ LIIE
tn4 8Gl. FT,
FfJ!. . 82I.IJ1
ENCLOSED
CClNl:llE1E
POOaI
ELECTRICAL
MElER
4a.
.PAlIO : 4"!
EXI&TIIG alE &TORl' llII"U!X
621162S N...- LIIE
21>'1J 8QF1'.
pp.e..__'
ELECTRICAL
METER
98
G
~~
4
'{
.'
,4
.-
..~.
4'
, ,.
,ElasnNo',
".~,4
.'
!~.
4
4'
---V__,,__..
....................
LANDSCAPE PLAN
GRAPlUC SCALE
.. .
k.....~
i 'I'
(IIInBr>
I_a 10 ft.
,.
I PERMANENT SEEDING
...""" In. / .... / SUIT"'" DRY WEll WET
~ / SLOPING OPEN ARrAS /ICRE 1,000 ..t. PH D......"
"AU.. f[SCUE '" 0.8 .5.s-a3
I 20 0.8
tAU.. ffSCU[ 5.5-8">
RED C\D\<R) . 0.12
I " 0,' .5..5-7"'
1<ENTUCl<Yllll.<\lAASS
_RIDFlSCIJE " D.'
I
S1UP """"
~u~ 15 D.' .5.8-7..5
20 D..
rmcUE 35 0.8
""'" CROWN YEl<;H 10 D.25
bv HIGH WJNTHtW<<:E WAS D.. 5.8-7.5
BlUEGRASS 40
CREPING RED FESCUE .. M
I 170 '.0 5.8-7.1)
.......................
tALL FESCUE 170 ',D 5.~"}
, - PRErnRED 2 - WlU fOl..ERATE
TEMPORARY SEEDING
I
kIND Of SEED
I
....EAT OR 1M:
I
$PRING OATS
I
......... ""'GRASS
I
I
,
SEED MIXTURES
t<<)Tro~
PER 1000 ~. ft.
PER N:RE
..........
3.51..
,....
,....
.. ....
~ SEED ,- - 1 1/2- DEEP
COVER saD ,. DEEP
covm Wl1H MlJlCH
2.3 1M.
Q
NOIIS,
IRRIGATION NEmED DURING JUNE N4D JULY. TO CONTROl EROSION
AT T1NES OTHER ~ IN THE SHADED AREAS. USE MUlCH.
LAlE SUWWER SEmlNG CAlES NAY BE EXTDWED :Ii OA.YS F MUlCH
IS N'Pl.OD
INCREASE SEEDING APPlJCATION BY ~ lit; DURlHG DORW.NT PERIOOS.
SEEDING SCHEDULES
HOT TO SCALE
I
I
I
@
DECIDUOUS TREE - PRUNE BACK 3P: ON-
sm. 6: SPAAY WI AN1\-DESlCCHtT PER
..... IlECOIlllENOO1O
GMOEN HOSE
2 1/2- ow.l. - 10' LONG CEl>>R STN<E WI 3"
MIN. EMeEDOWENT (2) PER TREE
.,."""""....
8H)( fU wI TOPSOL 6: PEAT MOSS 3:1
RATIO IN 9- Urrs. SAnJRATE u.. UFT
I
I
I E'JERGRffN TREE-GROUND UNE TO
BE SN.IE AS EXISTED . NURSERY
1
\1. RIA POOlI.Y DRIHD fICIlS
2. SlDPE __ -.y fROIIlIXJIS
..-......
~ t =--
\~~,:
I :: ~8IDNEIDSM'r saLS
I 10. JIDIM: AIL SUICD AND .-rs wmItI aNl YDIt.
NOTE: WRAP DECIDUOUS
OIlER ,. ClAM. wI BURlN'
i
I
PlANTING DE:TAlLS FOR TREES de SHRUBS @
NOT TO SCALE II
\
!
w~ 2
::J ~fl!
'" ~ uo
!!l ;:; ~!
'"
~9~;'
a~~~I
CD 01 _ _
oo~.
~~
~e
~
t,,;)1
0..
~~
~
r:z:al
r:z:aE
=i ~~m
...!.. IOl ~-c 'i' ~
- !~ ~ J
:31~~~:
1izli!!ilJ!:'-"
~S~......,
~ ~ d ~~
~
U
~
o Ig
g~
/Xl l!i
~ =1
~
u
3
~
~t3h
o ~1I~
U Oils
dlllfl
~~id
~ ~ Ill~~
I ~
DRAWN BY' CFUI
CHECKED BY: ALD
PROJECT No.
e>5It11-tD44
SHEET No.
IL~
i
\
I
I
I
!
1
I
I
COVENANT I
COMMERCIAL COVENANT BUILDING CORP KEELER-WEBB ASSOCIATES
BUILDIN"G 220 FIRST AVE. NE · ::6~tL:n~RIV~ngineeTS-P!anners-surveyOTS
911 Be 621 N. RANGELlNE ROAD CARMEL, IN 46032 CARMEL. INDIANA 46032
CARMEL. INDIANA 46032 PHONE (317) 574-0140
FAX (317) 574-1269
~0
&,{),
rt>
~1
, r;;- c.p
V
~~
~(J)
:. -I
J.:
u m
-=1
~m
"<
)>
-I
2
I
I
I
I
I
I
I
r
-- ~-
2
-<
r
(/)
6
2
C)
\....
CD
;;0
c=;
^
<
rr1
2
rr1
rr1
;;0
~
(/)
-0
I
~
r
--
IN
C
21
C)
-.,J
~~
2(J1
80>
~~
-0
r
rr1
Cl
o
C
CD
r
rr1
i
I
i
I
I
I
i
i
i
I
I
I
I
i
i
i
I
I
I
,
I
!
i
!
i
I
I
I
i
i
--I-
I
!
I
i
!
!
i
I
I
I
i
1
" "
,. ,
iZl!:>iZll. iZl44