HomeMy WebLinkAboutDrawings0
PREPARED BY:
THE GROUND CREW, LLC.
4504 N TEXAS AVE
BRYAN, TX 77803
979-822-3788
SITE LOCATION: LODGE STREET (BETWEEN PATRIC
CHURCH ST)
COLLEGE STATION, TX
SITE AREA:APPROX. 11,000 SF
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PAVEMENT REMOVAL
DEMOLITION KEY
SURFACE REMOVAL SCALE 1" =20'- 0"
REMOVE 48 SF
CONC. ADA RAMPS (2)
BEGINEMOVAL OF CURB
(AT CO STRUCTION JOINT)
I
BACK OF CURB -
PLAYGROUND
PLAYGROUND PERIMETER FENCE —.
CONE
FOR
ASPHALT OR CONC.
PAVEMENT (TO REMAIN)
7V/
SAW CUT FOR CURB
REMOVE 6" CONC. CURB & GUTTER
REMOVAL �._--=----_-- —
(FROM BACK HI CURB TO CUT LINE)
SEE DETAIL THIS SHEET
REMOVE CONC. CURBS
(BOTH BULB -OUTS 112 SF)
EXCAVATE TO DEPTH OF 24"
I REMOVE 6" CONC. CURB & GUTTER (SUBGRADE UNKNOWN)
(FROM EXISTING GUTTER JOIN &
BACK OF CURB JOINT) SEE DETAIL REMOVE EXISTING VEGETATION
THIS SHEET (3 - 15' CREPE MYRTLES,
APPROX. 18 - T- 4' SHRUBS)
ur Ur ur ur ur rr
GUTTER JOINT —i
ss
NOTES:
J
(AT BACK OF CURB)
1. IT IS THE CONTRACTORS RESPONSIBILITY TO LOCATE ALL UTILITIES, AND PULL ALL NECESSARY PERMITS.
REMOVE EXISTING STEEL
2. ANY DAMAGE TO EXISTING IRRIGATION SYSTEM IS CONTRACTOR'S RESPONSIBILITY TO REPAIR.
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2
5. REMOVE EXISTING VEGETATION SHALL INCLUDE REMOVAL OF MAIN PORTION OF ROOT BALL AND ANY
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EXISTING ADA RAMPS
/I
TO REMAIN IN PLACE (2)
PROPERTY BOUNDARY
[R.O.W. DEEDED TO AMUMC]
0.12 AG (5029 SF)
BEGIN REMOVAL OF
CURB
(AT EDGE OF RAMP)
__l_r
ASPHALT/CONC. JOINT ---
I
REMOVE 48 SF
CONC. ADA RAMPS (2)
BEGINEMOVAL OF CURB
(AT CO STRUCTION JOINT)
I
BACK OF CURB -
PLAYGROUND
PLAYGROUND PERIMETER FENCE —.
CONE
FOR
ASPHALT OR CONC.
PAVEMENT (TO REMAIN)
7V/
SAW CUT FOR CURB
REMOVE 6" CONC. CURB & GUTTER
REMOVAL �._--=----_-- —
(FROM BACK HI CURB TO CUT LINE)
SEE DETAIL THIS SHEET
REMOVE CONC. CURBS
(BOTH BULB -OUTS 112 SF)
EXCAVATE TO DEPTH OF 24"
I REMOVE 6" CONC. CURB & GUTTER (SUBGRADE UNKNOWN)
(FROM EXISTING GUTTER JOIN &
BACK OF CURB JOINT) SEE DETAIL REMOVE EXISTING VEGETATION
THIS SHEET (3 - 15' CREPE MYRTLES,
APPROX. 18 - T- 4' SHRUBS)
ur Ur ur ur ur rr
GUTTER JOINT —i
ss
EXISTING ELECTRICAL
TRANSFORMER TO REMAIN
BACK OF CURB JOINT
EXISTING CONC.
SIDEWALK
UNDISTURBED EXISTING
SUB GRADE
REMOVE CONC. CURB
FROM GUTTER JOINT & BACK OF CURB NTS
LIMITS OF CONSTRUCTION
C.L.C. BUILDING
CONC. CURB & GUTTER
FOR REMOVAL
SAW CUT NEW EDGE. FULL
DEPTH OF PAVEMENT
ASPHALT OR CONC.
PAVEMENT (TO REMAIN)
EXISTING LANDSCAPE + —_ __ . _.._._.
PLANTING TO REMAIN
d_,
244_
r F 9+ r 80v
N:FL 352.09 .;. .:.:.......... y
}FL 351.8
UE UE UE UE UE UE UE :.:
EXCAVATE TO DEPTH OF 24" EXCAVATE TO DEPTH OF 24"
(COMPACTED SUBGRADE) (COMPACTED SUBGRADE)
REMOVE EXISTING LANDSCAPE PAVERS. REMOVE 15 LF CONC. EDGING
SEE DEMOLITION KEY THIS SHEET
(STOCKPILE FOR RE -USE) (TYPJ
[5] EXISTING DOWNSPOUT � EXISTING ROADWAY PAVEMENT
CHANNELS TO REMAIN LODGE ST. TO STAY IN PLACE
REMOVE CONC. ADA RAMPS (2)
REMOVE LANDSCAPE PAVERS REMOVE EXISTING CONC. SIDEWALKS.
(BOTH BULB -OUTS) SEE DEMOLITION KEY THIS SHEET
Ur Ur UT U =�
EXCAVATE TO DEPTH OF24"
ss / (SUBsGRADE UNKNOWN) — _ ss ss EMOVE EXISTING VEGETATION ss
(3 - 15' CREPE MYRTLES, APPROX.
12 3 - 4' SHRUBS)
- - O
MAIN BUILDING
c
co DEMOLITION PLAN
tfJ
N SCALE 1" =10' - 0"
0
0
N
V L
O
LIMITS OF CONSTRUCTION
NOTES:
J
(AT BACK OF CURB)
1. IT IS THE CONTRACTORS RESPONSIBILITY TO LOCATE ALL UTILITIES, AND PULL ALL NECESSARY PERMITS.
REMOVE EXISTING STEEL
2. ANY DAMAGE TO EXISTING IRRIGATION SYSTEM IS CONTRACTOR'S RESPONSIBILITY TO REPAIR.
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LD
24" j
ff-L
L
IS RESPONSIBILITY OF CONTRACTOR.
2
5. REMOVE EXISTING VEGETATION SHALL INCLUDE REMOVAL OF MAIN PORTION OF ROOT BALL AND ANY
... ....., ,. .:'... ...',•:ter . .. I
ILI.
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EXISTING ELECTRICAL
TRANSFORMER TO REMAIN
BACK OF CURB JOINT
EXISTING CONC.
SIDEWALK
UNDISTURBED EXISTING
SUB GRADE
REMOVE CONC. CURB
FROM GUTTER JOINT & BACK OF CURB NTS
LIMITS OF CONSTRUCTION
C.L.C. BUILDING
CONC. CURB & GUTTER
FOR REMOVAL
SAW CUT NEW EDGE. FULL
DEPTH OF PAVEMENT
ASPHALT OR CONC.
PAVEMENT (TO REMAIN)
EXISTING LANDSCAPE + —_ __ . _.._._.
PLANTING TO REMAIN
d_,
244_
r F 9+ r 80v
N:FL 352.09 .;. .:.:.......... y
}FL 351.8
UE UE UE UE UE UE UE :.:
EXCAVATE TO DEPTH OF 24" EXCAVATE TO DEPTH OF 24"
(COMPACTED SUBGRADE) (COMPACTED SUBGRADE)
REMOVE EXISTING LANDSCAPE PAVERS. REMOVE 15 LF CONC. EDGING
SEE DEMOLITION KEY THIS SHEET
(STOCKPILE FOR RE -USE) (TYPJ
[5] EXISTING DOWNSPOUT � EXISTING ROADWAY PAVEMENT
CHANNELS TO REMAIN LODGE ST. TO STAY IN PLACE
REMOVE CONC. ADA RAMPS (2)
REMOVE LANDSCAPE PAVERS REMOVE EXISTING CONC. SIDEWALKS.
(BOTH BULB -OUTS) SEE DEMOLITION KEY THIS SHEET
Ur Ur UT U =�
EXCAVATE TO DEPTH OF24"
ss / (SUBsGRADE UNKNOWN) — _ ss ss EMOVE EXISTING VEGETATION ss
(3 - 15' CREPE MYRTLES, APPROX.
12 3 - 4' SHRUBS)
- - O
MAIN BUILDING
c
co DEMOLITION PLAN
tfJ
N SCALE 1" =10' - 0"
0
0
N
V L
O
LIMITS OF CONSTRUCTION
� I DENSITY WILL BE TESTED BY CONTRACTOR BEFORE NEW PAVERS ARE PLACED.
BACK OF CURB JOINT
EXISTING LANDSCAPE
PAVER SIDEWALK
UNDISTURBED EXISTING
SUB GRADE
I
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REMOVE CONC,.CURB
(:3) FROM BACK OF CURB TO CL T LINE NTS
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END REMOVAL OF CURB
(AT BACK OF CURB)
NOTES:
J
(AT BACK OF CURB)
1. IT IS THE CONTRACTORS RESPONSIBILITY TO LOCATE ALL UTILITIES, AND PULL ALL NECESSARY PERMITS.
REMOVE EXISTING STEEL
2. ANY DAMAGE TO EXISTING IRRIGATION SYSTEM IS CONTRACTOR'S RESPONSIBILITY TO REPAIR.
g
3. CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL DEBRIS FROM SITE.
i
1 DOWNSPOUT HANN
[ ) C
4. DAMAGE TO ANY STRUCTURES, OBJECTS, ETC., NOT ASSOCIATED WITH THE SCOPE OF PROJECT
L
IS RESPONSIBILITY OF CONTRACTOR.
2
5. REMOVE EXISTING VEGETATION SHALL INCLUDE REMOVAL OF MAIN PORTION OF ROOT BALL AND ANY
o
MAJOR ROOTS (GREATER THAN 11").
"
6. BASE MATERIAL UNDER'REMOVE LANDSCAPE PAVERS' IS TO REMAIN UNDISTURBED. COMPACTION
� I DENSITY WILL BE TESTED BY CONTRACTOR BEFORE NEW PAVERS ARE PLACED.
BACK OF CURB JOINT
EXISTING LANDSCAPE
PAVER SIDEWALK
UNDISTURBED EXISTING
SUB GRADE
I
i
i
REMOVE CONC,.CURB
(:3) FROM BACK OF CURB TO CL T LINE NTS
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END REMOVAL OF CURB
(AT BACK OF CURB)
0 5'
SCALE V= 10'
REVIEWED FOR*
COMPLIANCE
MAY 1 1 2010 15
COLLEGE STATION
ENGINEERING
00 N
O 00
l� O
00
N00
o ONTO
cl-
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A.
DATE:
APRIL 19,201,
JOB NO:
DRAWN BY:
RH, MT
CHECKED:
MT
SHEET
END REMOVAL OF CURB
(AT BACK OF CURB)
ss
REMOVE EXISTING STEEL
LANDSCAPE EDGING
i
1 DOWNSPOUT HANN
[ ) C
I
I
TO REMAIN
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1 �
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0 5'
SCALE V= 10'
REVIEWED FOR*
COMPLIANCE
MAY 1 1 2010 15
COLLEGE STATION
ENGINEERING
00 N
O 00
l� O
00
N00
o ONTO
cl-
r�m
A.
DATE:
APRIL 19,201,
JOB NO:
DRAWN BY:
RH, MT
CHECKED:
MT
SHEET
PIP ESTIMATE FOR REMOVAL COST
DESCRIPTION
QTY.
UNIT
NOTES E
REMOVE LANDSCAPE PAVERS
X
SF
$200
REMOVE CONC. GUTTER
X
LF
$50
TOTAL
$250
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EXISTING BUFF LANDSCAPE PAVERS / : \ . " � , , :. . �T
LANDSCAPE PAVERS (SET /�
PERPENDICULAR TO PATRICIA/
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/ .. -._ _ , .`.` ".'.'.`.`.'.' PLANTING
STREET CURB Q . .
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11
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FL 1.89 FL 351.80 FL 351,58
- MALCBLEND LANDSCAPE PAVERS
FL 352.45 - - - FL 352.23 FL 352.09 35
/ \ l / \ / `, / \/ / / ! / / r /. / /\ /, / \ / \/ ALL BLENDLANDSCAPE PAVERS M
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\ �, \/ ./ / / \ „ EXISTING CONC. EDGING / : // / < \ MALL BLEND \ < /,
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/ /, /\ \ �% ,/ / / / / /. / ., <BRICK PLANTER WALL r MALL BLEND LS PAVERS '\ ,/ �� / '� �, �; \ /\ / \ 1.1 /\ /
/ / /, ' / / \ ,/ ./W ,.. ,/ /` �v/. T HANNEL l / / <U. / ./ , , „/ .i _ o, CONC. CURB HEIGHT
/ l U, /„ / / j�, a /'.,/� / \ /�/ ./ \ �' \ <., x / ; /,( o/�
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o \ . / c, < / . \, &UTILITY EAS / \ f�/ \ , i f /\ -,� RELOCATED NORTHGATE RED /, / „� �i �\ ;�/ , , /C ,i / • • `
f., z: ,\ \, r ,l, , , / , , ,/- ZONING. NG 1 :/ ,
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M / /// / CONC. CHANNEL DRAIN r / / / �� / /\ \ (5029 SQ. FT.) / \ / / / LANDSCAPE PAVERS SET PARALLEL w //�/\/./ / / /
\, ✓ g /\ .Y/ . �./, CASTCONC COPING . \ %i i % /
< / / ` INLET. SEE CONST. DETAILS \ .� \ l f / / y < \ /, \ \ \'� \
\ ✓ r \�/ ,, - .% / EE CONST. DETAILS f` •./ , / TO CONC. CHANNEL DRAIN
(30 R.O.W.) / \'\ \ �/, \ w / /\ / %� /
,�-,< . �\ . 1. _ / „ ./, /.y \ `/
C / % ,< . , /, . .. , \ / . /w 5 NEW BUFF LANDSCAPE PAVERS \/ / \, /� `; / / / �\/ / /
/ \ \ / \ / c�.i ,CAST CONC. COPING '\
LOCATED NORTHGATE RED <{, \ , , \ /, „/ , , r ,... „ . \ \ \ ,( / ,
M \ \/ , \ \ ., Z `/ \ r, • /`/ / >r > MATCH ANGLE OF EXISTING BUFF \ \ / \ �_. ��/ / _,�. / �- /// �6�-Q1 •- �/ /�
B F CURB LINE / / , _ D1 , . / \, �:/\ V / Z� / / ; :6/"� % ;� \ ,!/'�/ / \ \�/ / ,. / /\/. 2,1, 6; / �< f, / /\ \,./, SEE CONST. DETAILS /
EXISTING ACK 0 / \ `��, ANDSCAPE PAVERS SET PARALLEL / ` ` / / / / /
/ \ L ( /\ ' LANDSCAPE PAVERS \ / , ,.� •, / ` ,' \ /\ \ \ r • Y / i\_ \, / . / / y 'C u
TO CONC. CHANNEL DRAIN - Imi, . \ \ ''/ / '\ ,,/ \ l / \� \ .� .�! <. \ \�., / / % \ \
END LANDSCAPE PAVERS AT - / \ /, \ � , ` ./, /\/ /U .. / '/ / / / i \/� / ' _ ...._ . _ ..... __: _. _ _ __...... _ .._ \ BRICK PLANTER WALL ,
cn 'fir ., -. I , ._..-.•...,_ : ,-�...., .._._ ,_..... .::.._ .. , \:
DOWNSPOUT CHANNEL CURB / _ /\ / < �/ ; / / / /\ / / \ ,l / ,/ // ,.LL I
_ • ' ' /\ \. /. SEE CONST. DETAILS '
/REVIEWED FOR'
// , / .
i�; / NEW CONC: CHANNEL DRAIN & ., \ ,/ / . \. /
< COVER. SEE CONST. DETAILS (,l , , \ �%/ / / /�; \•'' • - -
/ . 5S SS . , -. / \ - , / . \, NTING / l i < -1 r „i PAVERS
\ / / , , • . A. \/ , / / MALL BLEND LANDSCAPE PA ER
\. \, I/,, \ r / y /< / / < / , ,PLANTING / </
CONC. CURB & GUTTER. MATCH \ \ - ' `/ ,� / / \ f \/ / ; \/. ✓ \, / �l r-..=.�' r rz r.� T r=s z=,' ,T �+' �: /\.
., ,< MAY
1 12010
EXISTING PROFILE /'��\/ /` \/ \/ � �i ;C ,1 r ,� ;' /� �\ /\ /y
n r
— N 48013'51 W 167.64 ... , .......- ,, .....*RAISED, .. , ...... , .. ./
. , , PLANTER DRAINAGE
. ... ._ .
It lillill. •PLANTING `.%%% , . , .
..,.... .... ,
.. .`.'.".'.`.`.'PLANTING «".�.•.�.�.� .'SEE DETAILS (TYPJ ".
g .
:
. . . . ENTRY RAMP &LANDINGS a . . _ . - - - - . , . . . . , . .
.,
_ • CONC. EDGING CURB
. . . . . . . . , .`."v ".`. . , CONC. EDGING CURB
-
ENT
. BY OTHER
. .PLANTING . ._.
_..r_ ',•, ._.� EXISTING :"NORTHGATERED"
• • LANDSCAPE PAVERS
I
pND 04A
co
i
I
i
i
-
,.
0
•"•. ��.�) cA�, Esse : 5
LIMITS OF CONSTRUCTION
NOTES.
FOF�
l
1EXISTING DRAINAGE PATTERNS TO REMAIN UNCHANGED. NEW CONC. CHANNEL DRAIN TO BE ; `. IN
N
CONSTRUCTED AT EXISTING G ELEVATIONS.
I
2. NEW BUFF PAVER COLOR MAY VARY SLIGHTLY FROM WITH NEW DATE.
I
M"EXISTING. BLEND RELOCATED PAVERS
REVIEWED M'
E
PAVERS TO PREVENT NOTICEABLE SEAM.
LAYOUT PLAN
EW
: E O
APRIL 19 010
3. SUBGRADE UNDER BULB -OUTS IS UNKNOWN. ADJUSTMENTS
USTMENTS TO BASEE MATERIAL
L MAY BE>NE NECESSARY,ARY
,
SCALE _
10r - 0
n
I
COMPLIANCE
WITH APPROVAL OF THE LANDSCAPE ARCHITECT.
JOB NO:
!'
4. AMUMC WILL SUPPLY BRICK FOR
BRICK PLANTER
WALL FROM STOCKPILE OF SURPLUS hBUFFrrSED ON
U
1,
C.L.C.
BUILDING CONSTRUCTION.
MAY 0
2010
- Y:
IN TO FIELD
DRAWN
_ MAY BE CUT TO FIT ON OR CUSTOM MANUFACTURED ACCORDING 5. CAST CONC. COPING ,
CONDITIONS.... 6 ISI r0
RH
L R ANY
ANTER BOX WALLS O
EASEMENT AND THE PL
TIES NEED TO BE ACCESSED WITHIN THE EAS CHECKS
6. IF UTILITIES C DEVELOPMENT , LOPE `� ` .
RESPONSIBILITY TO
.-1
I� SERVICES
CES
_ PRIVATE STRUCTURE) NEED TO BE REMOVED IT WILL BE THE OWNER'S RESPO ' 3
OTHER PR VA S ) � -® -
�' MT I
REPAIR OR REPLACE THE STRUCTURE.
!FILE®.
:
7 ANY N H
STANDARDS . ' NEW LIGHTING SHALL CONFORM TO THE S
TAN AR S
OF SECTION 7.10 OF THE UNIFIED
SHEET T
tO
DEVELOPMENT ORDINANCE.
_ _..
8. EXTERIOR R BUILDI
AND SITE LIGHTING WILL MEET THE STANDARDS OF SECTION 7.10 OF THE UNIFIED
IED
DEVELOPMENT MENT ORDINANCE. THE
LIGHT SOURCE NOT -PROJECT BELOW AN OPAQUE UE HOUSING AND
k
NO FIXTURE SHALL DIRECTLY PROJECT :?7
E T LIGHT HORIZONTALLY. FIXTURES
WILL BE MOUNTED IN SUCH A
CROSS
ANY PROPERTY LINE.,
MANNER THAT THE PROJECTED CONE OF LIGHT
DOES NOT _
20
30
9 IRRIGATION
5
IS REQUIRED ED FOR ALL NEW PLANTINGS. IRRIGATION PLANS MUST ST BE SEALED BY A LICENSED
IRRIGATOR.
-
N`
10. PROJECT AREA = 8059.18 SQ SM. -1 10 0 , E
11. ABANDONED LOG YETT SUBDIVION.
LODGE STREET R..O
.W. AS ORIG
NALLY PLATTED IN
THE BO
PLANT SCHEDULE
NOTES:
1. TOPDRESS ALL PLANTING AREAS WITH 2" LAYER OF 'BLACK VELVET' HARDWOOD
MULCH. DO NOT PILE MULCH AROUND TRUNKS OF ANY TREE OR SHRUB.
2. EXISTING SOIL IN PLANTING AREA MAY BE RE -USED PROVIDED ALL STICKS, STONES,
& DEBRIS HAVE BEEN REMOVED. BLEND WITH NEW BED MIX IN PLACE.
3. ALL PLANTS SHALL BE NURSERY GROWN IN CONTAINERS. REMOVE CONTAINER
FROM PLANT BEFORE PLANTING.
4. 100% COVERAGE OF GROUND COVER, DECORATIVE PAVING, DECORATIVE ROCK
(NOT LOOSE), OR A PERENNIAL GRASS IS REQUIRED ON SITE IN ALL AREAS
DISTURBED DURING CONSTRUCTION,
5. NEW PLANTING WILL BE WATERED WITH EXISTING IRRIGATION SYSTEM OR
EXPANSION OF EXISTING IRRIGATION SYSTEM.
kRBOUR DWARF NANDINA @
GROUP AS SHOWN
MELN GRASS @ 2' O.C.
UP AS SHOWN
ED KNOCKOUT ROSE
O.C.
DIAN HAWTHORN @ T O.C.
UPAS SHOWN
IK MUHLY.@ T O.C.
NAME
CONTAINER SIZE
SPACING
QTY
PTS
TOTAL PTS
cd
INDIAN HAWTHORN
5 GAL
3'
19
10
190
DWARF YAUPON HOLLY
5 GAL
3'
6
10
60
AZTEC GOLD DAYLILIES
1 GAL
18"
31
1
31
PINK MUHLY GRASS
5 GAL
2.5'
6
10
60
HAMELN GRASS
5 GAL
2'
18
10
180
KNOCKOUT ROSE
5 GAL
4'
20
10
200
UPRIGHT ROSEMARY
5 GAL
3'
3
10
30
DWARF BURFORD HOLLY
5 GAL
4'
9
10
90
HARBOUR DWF NANDINA
5 GAL
2'
34
10
340
SEASONAL COLOR
4" POTS
2'
24
10
240
CHINESE FRINGE TREE
8'
5
40
200
CREPE MYRTLE 'TUSCARORA'
8'
3
40
120
1501
NOTES:
1. TOPDRESS ALL PLANTING AREAS WITH 2" LAYER OF 'BLACK VELVET' HARDWOOD
MULCH. DO NOT PILE MULCH AROUND TRUNKS OF ANY TREE OR SHRUB.
2. EXISTING SOIL IN PLANTING AREA MAY BE RE -USED PROVIDED ALL STICKS, STONES,
& DEBRIS HAVE BEEN REMOVED. BLEND WITH NEW BED MIX IN PLACE.
3. ALL PLANTS SHALL BE NURSERY GROWN IN CONTAINERS. REMOVE CONTAINER
FROM PLANT BEFORE PLANTING.
4. 100% COVERAGE OF GROUND COVER, DECORATIVE PAVING, DECORATIVE ROCK
(NOT LOOSE), OR A PERENNIAL GRASS IS REQUIRED ON SITE IN ALL AREAS
DISTURBED DURING CONSTRUCTION,
5. NEW PLANTING WILL BE WATERED WITH EXISTING IRRIGATION SYSTEM OR
EXPANSION OF EXISTING IRRIGATION SYSTEM.
kRBOUR DWARF NANDINA @
GROUP AS SHOWN
MELN GRASS @ 2' O.C.
UP AS SHOWN
ED KNOCKOUT ROSE
O.C.
DIAN HAWTHORN @ T O.C.
UPAS SHOWN
IK MUHLY.@ T O.C.
O�NDSCgA
1955
OF
DATE:
APRIL 19, 2010
E FO
>�1 JOB NO:
DAPI lAl D
_ ...� WN BY:
RH
MAY 1.0 2010 �,}� { cHEcxED:
U�_ok.LL::U L %�, thi !OPV MT
DFUE�.OPr1 ENT FP ICF SHEET
PIAT FILED:
0 5';
10 - X30
0 SCALE 1" 1'0' - 0";
I€
6p'
N
000
N
00
oNo
cd
Opa�o�,
Q rS-a
U
O�NDSCgA
1955
OF
DATE:
APRIL 19, 2010
E FO
>�1 JOB NO:
DAPI lAl D
_ ...� WN BY:
RH
MAY 1.0 2010 �,}� { cHEcxED:
U�_ok.LL::U L %�, thi !OPV MT
DFUE�.OPr1 ENT FP ICF SHEET
PIAT FILED:
0 5';
10 - X30
0 SCALE 1" 1'0' - 0";
I€
6p'
#4 REBAR (CONT)
LIGHT BROOM FINISH —�
1" R
N\
#3 RE BAR [21 CONT.
'.Y
v'
#3 REBAR AT 18" O.C. —�
TOOL BACK EDGE (4' R)
LANDSCAPE PAVER LIGHT BROOM FINISH
EXISTING STREET SURFACE SET FLUSH WITH ADJACENT
PAVEMENT
•C' *v :c �'
..:Ic
f-
y�.r.•
i.y r
12"6" #4 REBAR DOWEL AT
36" O.C.
CONC. LAY DOWN CURB
NTS
I_ I I --
(
I
#4 REBAR CON CENTER
IN PROFILE
CHANNEL DRAIN GRATE
EXISTING RAMP TOP OF RAMP/SIDEWALK LEVEL (OPEN FOR FLOW THRU)
BEGINNING OF CONC.
EXISTING CURB CHANNEL DRAIN (SLOPE)
a b
a d: .• C
'!A I,%
II III III II
75
N
M
0
0
0
N
�t
w
w -
U)
J
Lu
Lu NEW L.S.
3 PAVERS
z
w
U
co
Q
U r
g
^-U
N
N
v
d
14 CONC. CHANNEL DRAIN END TREATMENT
CROSS SECTION NTS
LANDSCAPE PAVERS (FOLLOW
CROWN OF EXISTING STREET
SURFACE) SEE PLAN FOR COLOR
AND TYPE
1" SAND LEVELING COURSE
COMPACTED BASE
EXISTING STREET
SURFACE
NOTES:
PAVERS TO BE SET FLUSH WITH CONC.
CHANNEL DRAIN ELEVATION
) 5LANDSCAPE PAVERS
ON EXISTING STREET SURFACE (MALL BLEND) NTS
MANSARD COPING WITH
HIPPED ENDS 4" _10"
WATERPROOF MEMBRANE
PLANTING BED MIX
FILTER FABRIC
GRANULAR BACKFILL
n d"A SIZE; NO FINES)
'f n
\FN
ArLOW
/,\/,\,/\ \ \ \
PATTERN PERPENDICULAR TO
/j��/j0j��/j� II
NEW CONC. CHANNEL DRAIN
LANDSCAPE PAVERS
3.
PAVESTONE HOLLAND STONE -3 8 X 7 �' X 2' D
SEE PLAN
FOR COLOR
TOOL TOP EDGESt4' R)
6„ FINISHED GRADE
\\//\\//\\
d
COMPACTED OR UNDISTURBED
SUBGRADE
CON. EDGING CURB
NTS
8" CHANNEL COVER
#4 REBAR (CONT) (TYP.)
TOOL CORNERS WITH !'RADIUS
SET PAVERS FLUSH WITH
CHANNEL DRAIN
2" STAINLESS STEEL CONC. SCRE @ 18" O.C.
SET FLUSH WITH TOP OF COVER (TYP.)
CLASS A CONC.
#3 REBAR (CONT) (TYP.)
—
� G I
Y
Q
d• a
d
A
.4
L�
.4.
I
3.
i
- ----- ---- ------.--.-....- #3 REBAR AT 18" CENTER
6" DOWEL JOINTS WITH EXISTING
CHANNEL DRAIN (TYP.)
r3�CR
.HAN N EL D I N &COVERSS SECTION NTS
NEW LANDSCAPE PAVERS TOP OF RAMP
DRAINAGE CHANNEL
EXISTING STREET SURFACE FLOWLINE TRANSITION CURB TO MATCH RAMP
- - BOTTOM OF RAMP
15
tA
\_--III
CONC. CHANNEL DRAIN END TREATMENT
LANDSCAPE PAVERS
6 ON EXISTING OR NEW COMPACTED BASE NTS
#5 REBAR @ T- O.C.
CAST CONC. COPING
CAST CONC. COPING BRICK FACE (SUPPLIED BY OWNER)
RUNNING BOND PATTERN —
BRICK FACE (SUPPLIED BY OWNER)
RUNNING BOND PATTERN
8" CONCAVED MORTAR JOINTS
TRUSS OR LADDER TIE
#5 REBAR @ T O.C. _
SECTION VIEW
NTS
MALL BI -END HERRINGBONE
ArLOW
PROFILE EMMITTER
PATTERN PERPENDICULAR TO
NEW CONC. CHANNEL DRAIN
LANDSCAPE PAVERS
3.
PAVESTONE HOLLAND STONE -3 8 X 7 �' X 2' D
SEE PLAN
FOR COLOR
40% BUFF
AND TYPE
40% RIVER RED (NORTHGATE RED)
20% CHARCOAL
SAND LEVELING COURSE
CONC. CHANNEL DRAIN
NORTHGATE RED RUNNING
(
MIN. 6" NEW COMPACTED
BOND (SEE PLAN FOR DIRECTION)
' C
BASE OR EXISTING BASE,.
PAVESTONE HOLLAND STONE -3 X 7,s16 X 2 3 "D
IF CONDITION IS ACCEPTABLE
s e
RIVER RED (NORTHGATE RED)
LANDSCAPE PAVERS
6 ON EXISTING OR NEW COMPACTED BASE NTS
#5 REBAR @ T- O.C.
CAST CONC. COPING
CAST CONC. COPING BRICK FACE (SUPPLIED BY OWNER)
RUNNING BOND PATTERN —
BRICK FACE (SUPPLIED BY OWNER)
RUNNING BOND PATTERN
8" CONCAVED MORTAR JOINTS
TRUSS OR LADDER TIE
#5 REBAR @ T O.C. _
14
JL
co
CHANNEL FLOWUNE
F7.
/�i •,/.;J% /w � ,s .! /,y. .,i.zii I ,./ �!.-..� .. /:�: ./iy...,/� }i{.. /;:, i,. ,. ..
J
a .1
LEAVE EVERY THIRD JOINT
OPEN FOR WEEP (OUTSIDE
4" PVC PERFORATED FACE ONLY)
SEPTIC PIPE (HOLES EXISTING CONC.PAVEMENT
ON BOTTOM LOW PROFILE EMMITTER
PVC ELBOW
BRICK PLANTER WALL
ELEVATION NTS
FILTER FABRIC (IF NEW BASE
IS PLACED)
UNDISTURBED OR
COMPACTED SUBGRADE
BUFF STACKED BOND
(SEE PLAN FOR DIRECTION)
PAVESTONE CITY STONE III
114"X114"X28"D
* VERIFY TO MATCH WITH EXISTING PAVERS
CAST CON-
1ST CONC. COPING
RING SLOT
4R BED OR
C ANCH,
BRICK PLANTER WALL
#5 REBAR
10 CAST CONC. COPING
PLANTER WALL CROSS SECTION NTS
2' BITUMINOUS EXPANSION JOINT
MATERIAL W/ SEALANT
2 - Z" SMOOTH DOWEL (6" LENGTH TYP.)
SLEEVE ONE END
#4 REBAR BOTTOM OF CHANNEL DRAIN
JL_ JL
#3 REBAR —
I
O
4
d
REBAR
#3
.. (TYP.)
'd
A
d
•d
d
C
d
CV 4 .. ,
V G d C
-- - --- -
_..._ I I
a4,CONC. CHI NNELl, DRAIN & COVER
SECTION W/ EXP SION IOINI NTS
1 DO NOT PLACE SOIL
ABOVE ROOT BALL
—� 2"R OF LANDSCAPE
MULCH
PREPARED PLANTING
SOIL (SEE NOTES)
12 SHRUB PLAN IN
DO NOT STAKE TREES
TOP OF ROOT BALL
EVEN WITH FINISHED
GRADE OF BED
SET TREE PLUMB//��/� � F<//�
IN PIT �\\
11 CAST CONC. COPING
PLANTER WALL HIPPED CORNER/ELEVATION NTS
1N FOR PLANT SPACING
1 3)-l' REE
PLANTING
2" LAYER OF LANDSCAPE
MULCH
NTS
PREPARED BED MIX
00 N
00 O
O O
N00
0 00
0 cN �
SHEET;
i
I
i
I
ArLOW
PROFILE EMMITTER
\\
II
a
I(
too,
d
NEW CONC.
Z CHANNEL DRAIN
EXISTING CONC.
PAVEMENT
4" PERFORATED PVC SEPTIC
PIPE (HOLES ON BOTTOM) SOLID 4" PVC PIPE
PLACE PIPE AS NEEDED FOR
ELBOW AND EMITTER PVC ELBOW
NOTES:
CEMENT WELD ALL PVC CONNECTIONS
BRICK R PLANTEWALL
CROSS SECTION WITH DRAINAGE NTS
14
JL
co
CHANNEL FLOWUNE
F7.
/�i •,/.;J% /w � ,s .! /,y. .,i.zii I ,./ �!.-..� .. /:�: ./iy...,/� }i{.. /;:, i,. ,. ..
J
a .1
LEAVE EVERY THIRD JOINT
OPEN FOR WEEP (OUTSIDE
4" PVC PERFORATED FACE ONLY)
SEPTIC PIPE (HOLES EXISTING CONC.PAVEMENT
ON BOTTOM LOW PROFILE EMMITTER
PVC ELBOW
BRICK PLANTER WALL
ELEVATION NTS
FILTER FABRIC (IF NEW BASE
IS PLACED)
UNDISTURBED OR
COMPACTED SUBGRADE
BUFF STACKED BOND
(SEE PLAN FOR DIRECTION)
PAVESTONE CITY STONE III
114"X114"X28"D
* VERIFY TO MATCH WITH EXISTING PAVERS
CAST CON-
1ST CONC. COPING
RING SLOT
4R BED OR
C ANCH,
BRICK PLANTER WALL
#5 REBAR
10 CAST CONC. COPING
PLANTER WALL CROSS SECTION NTS
2' BITUMINOUS EXPANSION JOINT
MATERIAL W/ SEALANT
2 - Z" SMOOTH DOWEL (6" LENGTH TYP.)
SLEEVE ONE END
#4 REBAR BOTTOM OF CHANNEL DRAIN
JL_ JL
#3 REBAR —
I
O
4
d
REBAR
#3
.. (TYP.)
'd
A
d
•d
d
C
d
CV 4 .. ,
V G d C
-- - --- -
_..._ I I
a4,CONC. CHI NNELl, DRAIN & COVER
SECTION W/ EXP SION IOINI NTS
1 DO NOT PLACE SOIL
ABOVE ROOT BALL
—� 2"R OF LANDSCAPE
MULCH
PREPARED PLANTING
SOIL (SEE NOTES)
12 SHRUB PLAN IN
DO NOT STAKE TREES
TOP OF ROOT BALL
EVEN WITH FINISHED
GRADE OF BED
SET TREE PLUMB//��/� � F<//�
IN PIT �\\
11 CAST CONC. COPING
PLANTER WALL HIPPED CORNER/ELEVATION NTS
1N FOR PLANT SPACING
1 3)-l' REE
PLANTING
2" LAYER OF LANDSCAPE
MULCH
NTS
PREPARED BED MIX
00 N
00 O
O O
N00
0 00
0 cN �
SHEET;
i
I
i
I