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24i1 brick I'lanter,
5ee detail
1 8 Wa otewater
60 RO V
woocree rive
xioting Fence Easement - "Five feet in width along the northwest boundary of the Property adjacent to the public Street known as Woodcreek Drive and a 10'
r
by 20' parcel along the western boundary of the Property extending southward from the northwest corner of the Property in College Station,
+ft -oft
- _-______________ 1�ro erty line
Exioting 5Id-ewa1
-- _ +106.0
krl n ua l l= lowers —
xiotimg Fence
Main Sign Plan
0031e, 1/8" ^ 1"o
polished Granite Sign for Neighborhood; coordinate granite Selection
with brick Selection. Logo to match existing logo on 'other entry
Annual Flowers 5igrio in neighborhood.
Note: Sign 5quare Footage -8.0 5f
5ackfill planter with planting r1inix (5ee note #4 on Plant with
annual color (5ee plan).
Tie into
existing
WOOD EK
Chadwick states
_ Carry detail of planter through
When pouring footin column (just thio column)
Step down a5 111:e0e55a
,e
when top of footing '15
below grade Brick planter. Top of planter
10 level.
18" #4 Stirrupe,18" OC
#4 Debar, continuoLlS A brick Planter and Main 5ion Elevation
Scale 1/4" = V-011
24" Ta;
111 brick Planter, One brick wide
Existing Sidewalk, no weep holes
thio side of planter
3;_611
4
'---� ie ,'into
P INN existing
fence
Annual flowers
polished Granite Neighborhood, Sign
Existing property line
12" Thick brick Wall
e into existing fence rick Column
Main Entry Wall and planter plan
Plant Legend
(2) Crape Myrtle 15 gal. 40 pts. each= 80
Lagerotroemia in ica Min. 3 trunke, 1,25" cal. each
GENERAL CONDITIONS:
1. CONTRACTOR 15 RE5PON51EILE FOR CHECKING ALL CONTRACT DOCUMENTS,
FIELD CONDITIONS, AN 51ON5 FOR ACCURACY AND CONFIRMING THAT
WORK 15 BUI AS SHO N BEFORE PROCEEDING'WITH BIDS OR
CON5TRU TION. DERE RE ANY QUESTIONS REGARDING THESE OR OTHER
COORDIN TION UES QN THE CONTRACTOR 15 RESPONSIBLE FOR OBTAINING A
CLARIFI ATION ROM THE LANDSCAPE ARCHITECT BEFORE PROCEEDING.
2. DETAIL ARE U - ALLY EYED ONLY ONCE (ON THE PLANS OR ELEVATIONS
WHEN THEY TT 0 ND ARE TYPICAL FOR SIMILAR CONDITIONS
THROUGHOUT UNL 55 0TH RWISE NOTED.
3. DIMENSIONS SHALL GOVERN OVER SCALED INFORMATION. DETAILS SHALL
GOVERN OVER PLANS AND ELEVATIONS. LARGE-SCALE DETAILS SHALL GOVERN
OVER SMALL-SCALE DETAIL5. WRITTEN SPECIFICATIONS SHALL GOVERN OVER
ALL.
4. THE CONTRACTOR SHALL BE RE51FON51BLE FOR THE DISTRIBUTION OF
DRAWINGS TO ALL TRADES UNDER H15 JURISDICTION.
5. "TYPICAL" OR'"TYP", MEANS IDENTICAL FOR ALL 5IMILAR CONDITIONS UNLE55
OTHERWISE NOTED.
6. "VERIFY" OR "VER", MEANS TO ASCERTAIN AND CONFIRM APPLICATION WITH
ARCHITECT OR VERIFY CONDITION IN FIELD.
7. CONTRACTOR SHALL SUBMIT CONFIRMATIONS WITH DELIVERY DATES ON
ORDERS OF MATERIALS AND EQUIPMENT OF ANY LONG LEAD-TIME ORDER. ANY
SUCH ORDER WILL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE
ARCHITECT FORP0551BLE 5UB5TITUTION.
8. IT 15 INTENDED THAT THE CONTRACTOR PROVIDE A COMPLETE JOB AND ANY
OMISSIONS IN THESE NOTES OR IN THE OUTLINE OF WORK SHALL NOT BE
CONSTRUED AS RELIEVING THE CONTRACTOR OF SUCH RE51FON515ILITIE5 IMPLIED
BY SCOPE OF WORK (EXCEPT FOR ITEMS SPECIFICALLY NOTED.
9. EXECUTE WORK IN ACCORDANCE WITH ANY AND ALL APPLICABLE ;LOCAL, STATE
AND FEDERAL CODES, MANUFACTURER'5 RECOMMENDATION5, TRADE AND
REFERENCE STANDARD5 INCLUDING 13UTINOT LIMITED TO: IBC 2000, ADA, TA5,
NEC, NFPA, A5MC, UMC, LATEST ENFORCED EDITIONS.
10, DO NOT PROCEED WITH ANY WORK REQUIRING ADDITIONAL COMPENSATION
BEYOND THE CONTRACT AMOUNT WITHOUT WRITTEN AUTHORIZATION FROM THE
CLIENT/OWNER. FAILURE TO OBTAIN AUTHORIZATION SHALL INVALIDATE ANY
CLAIM FOR EXTRA COMPENSATION.
11. VERIFY IN THE FIELD, THAT NO CONFLICTS EX15T WHICH WOULD PROHIBIT THE
LOCATION OF ANY AND ALL MECHANICAL, TELEPHONE, ELECTRICAL, LIGHTING,
PLUMBING AND SPRINKLER EQUIPMENT (TO INCLUDE ALL REQUIRED PIPING,
SURFACE DRAINAGE, SLEEVES, DUCTWORK AND CONDUIT).
12. GENERAL CONTRACTOR SHALL COORDINATE WITH CLIENTS CONTRACTORS
AND PROVIDE ACCESS AT THE APPROPRIATE TIMES TO ALLOW FOR A
CONTINUOUS, UNINTERRUPTED JOB PROGRESS.
13. NO WORK DEFECTIVE IN WORKMANSHIP OR QUALITY OR DEFICIENT IN ANY
REQUIREMENTS OF THE CONTRACT DOCUMENTS WILL BE ACCEPTABLE DESPITE
THE LANDSCAPE ARCHITECT'S FAILURE TO DISCOVER OR POINT OUT DEFECTS OR
DEFICIENCIES DURING CONSTRUCTION. DEFECTIVE WORK REVEALED WITHIN THE
TIME REQUIRED 13Y GUARANTEES SHALL BE REPLACED BY WORK CONFORMING
WITH THE INTENT OF THE CONTRACT. NO PAYMENT, EITHER PARTIAL OF FINAL,
SHALL BE CONSTRUED AS AN ACCEPTANCE OF DEFECTIVE WORK OR IMPROPER
MATERIALS.
14.THE GENERAL CONTRACTOR SHALL TAKE OVER AND A55UOE ALL
REPON5I13ILITY OF THE ENTIRE PREMISES DURING THE PROGIZE55 OF WORK UNTIL
COMPLETION AND ACCEPTANCE BY OWNER. CONTRACTOR SHALL INSURE AND
KEEP INSURED AT ALL TIMES TH15 BUILDING AGAINST L055 BY FIRE OR STORM,
AND SHALL PROVIDE AND MAINTAIN ALL PROTECTIONS REQUIRED BY THE
GOVERNING LAWS, REGULATIONS, RULES AND ORDINANCES (15UILDER5 BRISK
LIABILITY, WORKMAN'5 COMP., ETC.). THE OWNER SHALL 13E E,(EMPT FROM ANY
AND ALL DAMAGES OF ANY (NATURE DURING THE -CON5TRUCrION.
15. UPON NOTIFICATION OF COMPLETION OF THE WORK, THE LANDSCAPE
ARCHITECT SHALL PREPARE A PUNCH LIST OF CORRECTIONS, UNSATISFACTORY
AND/OR INCOMPLETE WORK. FINAL PAYMENT WILL 13E CONTINGENT UPON THE
COMPLETION OF THESE ITEMS UNDER THE TERMS OF THE OWNER/CONTRACTOR
AGREEMENT.
Submitals
BY
November 2005
AKH
February 2006
WAK
April 2006
WAK
.._._MEMO
516n dpehing. Overhang 2"
from 611 face to allow for
��\ E O F
0.0
O p0
AW*0 %
-0OO. 000000000000000000000/
ft ALAN KING
000 p000p000000000000000000
V.r o 1900 0
�I�tippp� CENSF'Q ��',w.:
12" Waterline -
V A /i
a
3
II U
I I
II
NOTE: Note 4:
1. Stake to first branches as PLANTING MIX SPECIFICATIONS Rototill existing soil
necessary for firm support to a 6-10" depth. Add 2 parts black hummus, 1 part Sand.
2. Wire shall not touch or rub Lightly till into soil. Crown rr.in. 6" to center.
adjacent trunks or branches
2"x2" hardwood
5ta kes driven
firmly a minimum
of 18" into the
5ubgrade prior to
3" Mulch backfilling
Form saucer with 3"
continuous rim —
2 strand 12 _
Specified planting mix. Water and guage gals. wire
tamp to remove air pockets. !ullllllllllll II IjjO""" " illll ;illi IIIIP— t wi 5t ed a n d
encased in rubber -
-I � �—� I i—''�•:•,:•, ::'.III=1 I I=I 1 —I�-��P= ����� ...3 .
Notes:
1. Final brick selection to be decided by Homeowner's A eiociation.
Landscape Architect recommends matching brick found in the fence
along Woodcreek Drive for nelghborhood continuity.
2. All mortar joints in brick columns to be concave.
Note:
1. Provide weep holes on the sides of the
planter but NOT the front by the Sidewalk.
DATE
/--One 'rowlo`ck course around
Sign to be 3/4" polished
516n dpehing. Overhang 2"
from 611 face to allow for
granite, (final stone Selection
Sign attachment,
by HOA). Attach to brick face
with epoxy.
1 6 below for detail
Rowlock brick cap,/—Se
,
of ail anti footing.
Single brick wid
One hca6ier couroe, 1/22"
One
• �ltiak` Vis.
Caulked expariolon in
1til- i
kTil'u3GYX?h�tiW d
#4 Rebar, vertical, 18"
above footing, 18" OC
18" 5tirrup5,18" OC
(4) #4 Rebar
#4 Rebar, 6" OC,
both waye
3' Bell Footing -
12" 5tirrupe
Backfill planterwith bedmix (see
note #4 on D for planting mix
Specifications .1
Private Property
#4 Rebar,
extend 5' above
' footing
4) #4 Rebar
Footing Detail
5)10" #4 Ringo
Sect oh through Brick Wall with Sign and Planter.
Scale 1/4" = 1'--0t1
DRAWN
WAK
CHECKED
DATE
FEB 2006
SCALE
Varies
JOB NO.
SHEET
lJ� " 6c)
I
OF
v
24` brick planter, �-
See detail e g" Wa otewater
j
oodcree rive o W
—W k- 0 RO
alone the n rthwest boundary of the Fro ert adjacent to the public Street known as Woodcreek Drive and a 10'
---__-- X15tl�ng f=ence basement - "Five. feet In width a o g e o d y p y J
by 20' parcel along the western boundary of the Froperty extending Southward from the northwest corner of the property in College Station,
-- ______________ __ f ro erty line
�xi��ing Sid-ewart��-__-------__i
+ _-----------�-----
� +106.6
-nnual Flowers
xioting Fence
Main Sign flan
Scale 1/8" = 1'-0"
Annual Flowers
WOOD
When pouring:, footin , "L
Step down as neccooa N
when top of footing i5 ,"
below grade
polished Granite Sign for Neighborhood; coordinate granite Selection
with brick selection. Logo to:.match existing logo on other entry
signs in neighborhood.
Note: Sign 5r�uare Footage -SD of
Backfill planter with planting rnix (see note #4 on plant with
annual color (see plan).
Tie into
existing
fence
Carry detail of planter through
. columns(just tl�i5,.column)
Brick planter. Top of planter
15 level.
18" #4 Stirrups, 18" OC
#4 Rebar, continuous A brick Planter and Maim Sign Elevation
1 Scale 1/4t1 = 1'-0"
24" Tall brick Planter, One brick wide
xioting. 50ewalk, no weep holes
thio Side of planter
31,6,E
I 4,
i6'into
P �� � exiting --
'� N fence
C31.
Annual flowers
polished Granite Neighborhood 51gn
Exioting property line
12" Thick Brick Wall
e into existing fence rick Column
Main Entry Wall and planter plan
1 Scale 1/4 1'--0"
lila nt Leg end `J
(2) Crape Myrtle 15 gal. 40 pts. each= 80
" Lagerotroe�ica Min: 3 trunko,1.25" cal. each
GENERAL CONDITIONS:
1. CONTRACTOR 115 RESPONSIBLE FOR CHECKING ALL CONTRACT DOCUMENTS,
FIELD CONDITIONS, AND DIMENSIONS FOR ACCURACY AND CONFIRMING THAT
WORK 15 BUILDABLE AS SHOWN BEFORE PROCEEDING WITH BIDS OR
CONSTRUCTION. IF THERE ARE ANY QUESTIONS REGARDING THESE OR OTHER
COORDINATION QUESTIONS, THE CONTRACTOR 15 RE5PON5113LE FOR OBTAINING A
CLARIFICATION FROM THE LANDSCAPE ARCHITECT BEFORE PROCEEDING.
2. DETAILS ARE USUALLY KEYED ONLY ONCE (ON THE PLANS OR ELEVATIONS
WHEN THEY FIRST OCCUR) AND ARE TYPICAL FOR SIMILAR CONDITIONS
THROUGHOUT UNLE55 OTHERWISE NOTED.
3. DIMENSIONS SHALL GOVERN OVER SCALED INFORMATION. DETAILS SHALL
GOVERNOVER PLANS AND ELEVATIONS. LARGE-SCALE DETAILS SHALL GOVERN
OVER 5MALL-5CALE DETAILS. WRITTEN SPECIFICATIONS SHALL GOVERN OVER
ALL,
4. THE CONTRACTOR SHALL BE RE5PON5113LE FOR THE DISTRIBUTION OF
DRAWINGS TO ALL TRADES UNDER HI5 JURISDICTION.
5. "TYPICAL" OR "TYP", MEANS IDENTICAL FOR ALL SIMILAR CONDITIONS UNLE55
OTHERWISE NOTED.
6. "VERIFY" OR "VER", MEANS TO ASCERTAIN AND CONFIRM APPLICATION WITH
ARCHITECT OR VERIFY CONDITION IN FIELD.
7. CONTRACTOR SHALL SUBMIT CONFIRMATIONS WITH DELIVERY DATES ON
ORDERS OF MATERIALS AND EQUIMIENT OF ANY LONG LEAD-TIME ORDER. ANY
SUCH ORDER WILL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE
ARCHITECT FOR P055115LE 51.1135TITUTION.
8. IT 15 INTENDED THAT THE CONTRACTOR PROVIDE A COMPLETE JOB AND ANY
OMISSIONS IN THESE NOTES OR IN THE OUTLINE OF WORK SHALL NOT BE
CONSTRUED AS RELIEVING THE CONTRACTOR OF SUCH RE5PON515ILITIE5 IMPLIED
BY SCOPE OF WORK EXCEPT FOR ITEMS SPECIFICALLY NOTED.
9. EXECUTE WORK IN ACCORDANCE WITH ANY AND ALL APPLICABLE LOCAL, STATE
AND FEDERAL CODES, MANUFACTURER'S RECOMMENDATIONS, TRADE AND
REFERENCE STANDARDS INCLUDING BUT NOT LIMITED TO: IBC 2000, ADA, TA5,
NEC, NFPA, A5MC, UMC, LATEST ENFORCED EDITIONS.
10. DO NOT PROCEED WITH ANY WORK REQUIRING ADDITIONAL COMPENSATION
BEYOND THE CONTRACT AMOUNT WITHOUT WRITTEN AUTHORIZATION FROM THE
CLIENT/OWNER. FAILURE TO OBTAIN AUTHORIZATION SHALL INVALIDATE ANY
CLAIM FOR EXTRA COMPENSATION.
11. VERIFY IN THE FIELD, THAT NO CONFLICTS EXI5T WHICH WOULD PROHIBIT THE
LOCATION OF ANY AND ALL MECHANICAL, TELEPHONE, ELECTRICAL, LIGHTING,
PLUMBING AND SPRINKLER EQUIPMENT (TO INCLUDE ALL REQUIRED PIPING,
SURFACE DRAINAGE, SLEEVES, DUCTWORK AND CONDUIT).
12. GENERAL CONTRACTOR 5HALL COORDINATE WITH CLIENTS CONTRACTORS
AND PROVIDE ACCE55 AT THE APPROPRIATE TIMES TO ALLOW FOR A
CONTINUOUS, UNINTERRUPTED JOB PROGRESS,
13. NO WORK DEFECTIVE IN WORKMANSHIP OR QUALITY OR DEFICIENT IN ANY
REQUIREMENTS OF THE CONTRACT DOCUMENTS WILL BE ACCEPTABLE DESPITE
THE LANDSCAPE ARCHITECTS FAILURE TO DISCOVER OR POINT OUT DEFECTS OR
DEFICIENCIES DURING CONSTRUCTION. DEFECTIVE WORK REVEALED WITHIN THE
TIME REQUIRED BY GUARANTEES SHALL BE REPLACED BY WORK CONFORMING
WITH THE INTENT OF THE CONTRACT. NO PAYMENT, EITHER PARTIAL OF FINAL,
SHALL BE CONSTRUED AS AN ACCEPTANCE OF DEFECTIVE WORK OR IMPROPER
MATERIALS.
14.THE GENERAL CONTRACTOR SHALL TAKE OVER AND A55UME ALL
REPON5I13ILITY OF THE ENTIRE PREMISES DURING THE PROGRESS OF WORK UNTIL
COMPLETION AND ACCEPTANCE BY OWNER. CONTRACTOR SHALL INSURE AND
KEEP INSURED AT ALL TIMES TH15 BUILDING AGAINST L055 BY FIRE OR STORM,
AND SHALL PROVIDE AND MAINTAIN ALL PROTECTIONS REQUIRED BY THE
GOVERNING LAWS, REGULATIONS, RULES AND ORDINANCES (13UILDER5 RISK
LIABILITY, WORKMAN'S COMP., ETC.). THE OWNER SHALL BE EXEMPT FROM ANY
AND ALL DAMAGES OF ANY NATURE DURING THE CONSTRUCTION.
15. UPON NOTIFICATION OF COMPLETION OF THE WORK, THE LANDSCAPE
ARCHITECT SHALL PREPARE A PUNCH L15T OF CORRECTIONS, UNSATISFACTORY
AND/OR INCOMPLETE WORK. FINAL PAYMENT WILL BE CONTINGENT UPON THE
COMPLETION OF THESE ITEMS UNDER THE TERMS OF THE OWNER/CONTRACTOR
AGREEMENT.
NOTE:
1. Stake to first branches a5
nece55ary for firm Support
2. Wire Shall not touch or rub
adjacent trunks or branches
12" Waterline -
Note 4:
PLANTING MIX 5FECIFICATION5 Rototill existing Soil
to a 6-10" depth. Add 2 parts black hummuo, 1 part Sand.
Lightly till into Soil. Crown .m'in. 6" to center.
2"x2" hardwood
eta key driven
firmly.5i minimum
of 18" into the
oubgrade prior to
3" Mulch backfilling
Form Saucer with 3"
continuous rim
Specified planting mix. Water and
tamp to remove air pockets.
Notes:
1. Final brick selection to be decided by Homeowner's Association.
Landscape Architect recommends matching brick found in the fence
along Woodcreek Drive for neighborhood continuity.
2. All mortar joints in brick columns to be concave.
2 Strand 12
guage galy. wire
twisted and
encased in rubber
hose 6-9" from
top of Stake. 2
Support wires
Shall be used on
main Structural
2 X DALL DIA. branches.
Multi -trunk Tree Staking
Scale 1/4" = 1'-0"
2) #4 Rebar, verical, /-Outer edge of
extend 5' above -bell footing 1' 6" owlock Brick Cap, 1" reveal,
footing 1' Oner h ea course
;�:�cornro
�a l2" Reveal
3) 10" rings Ir
olider Course
4) #4 Rebar,
vertical
brick Column Top View and Section
Note;
1. Provide weep holes on the Sides of the
planter but NOT the front by the sidewalk.
Sign to be 3/4" polished
granite, (final stone selection
by HOA). Attach to brick face
with epoxy.
Rowlock brick cap,
single brick wid
One header couree,1/2" reveal
One Bolide
course, 1/2 reveal
Caulked expanslon jointer
#4 Rebar, vertical,
above footing, OC
18" 5tirrups,18" OC
(4) #4 Rebar \ (�
#4 Rebar, 6" OC, 3' Bell Footing
both ways 12" Stirrups —
Scale 1/4f1 = 1'-0t1
One rowlock course around
sign opening. Overhang 2"
from wall face to allow for
sign attachment.
wee below for detail
of wall and footing.
Backfillplanter th bedmix (see
note #4 on for planting mix
specifications . 1
Private Property
#4 Rebar,
extend 5' above
footing
�r,�Z�
4) #4 Rebar
Footing Detail
3)10" #4 Rings
Section through Prick Wall with pian and Planter
Scale 1/4" = 11-011
0
U
S
U
ital5
BY
ber 2005
AKH
ry 2006
F
WAK
006
WAK
OFAV
AP
/000000000000000°00000000000/
OF ft ALAN KING
0000000000°000000000000000
;O.Pro° 1900 °o�-1
C E 600N' ° Aw
DRAWN
WAK
CHECKED
DATE
FEB 2006
SCALE
Vairies
JOB NO.
SHEET
OF
24" brick planter, "
See detail g ,�
- -- 1 8 Wa 5tewater
_
voodicreek Drive oo R V\/
xiotirg f=ence aoement - "Five feet in width along the northwest boundary of the f�roperty adjacent to the public Street known ao Woodcreek prive and a 10'
by 20` parcel along the western boundary of the Froperty extending Southward from the northweot corner of the property in College Station,
+_ _ —_
°°
--_-_____ _ _ _ property line
60
-- _ Exioting Sld-ewa�---___- ---______=__--
+106.6
Annual l✓lowero —
xioti ne Fence
Main Sion plan
Scale 1/811 11-011
Main Entry Wall and planter plan
Scale 1/4" = 1'--01
lila nt Legend `� �'
(2) Crape Myrtle 15 gal. 40 pte. each= 80
Lagerotroemia indica Min: 3 trunks, 1.25" cal. each
GENERAL CONDITIONS:
1. CONTRACTOR 15 RE5PON5113LE FOR CHECKING ALL CONTRACT DOCUMENTS,.
FIELD CONDITIONS, AND DIMENSIONS FOR ACCURACY AND CONFIRMING THAT
WORK 15 13UILDA13LE AS SHOWN BEFORE PROCEEDING WITH 5105 OR
CONSTRUCTION. IF THERE ARE ANY QUESTIONS REGARDING THESE OR OTHER
COORDINATION QUESTIONS, THE CONTRACTOR 15 RESPONSIBLE FOR OBTAINING A
CLARIFICATION FROM THE LANDSCAPE ARCHITECT BEFORE PROCEEDING.
2. DETAILS ARE USUALLY KEYED ONLY ONCE (ON THE PLANS OR ELEVATION5
WHEN THEY FIRST OCCUR) AND ARE TYPICAL FOR SIMILAR CONDITIONS
THROUGHOUT UNLE55 OTHERWISE NOTED.
3. DIMENSIONS SHALL GOVERN OVER SCALED INFORMATION. DETAILS SHALL
GOVERN OVER PLANS AND ELEVATIONS. LARGE-SCALE DETAILS SHALL GOVERN
OVER SMALL-SCALE DETAILS. WRITTEN SPECIFICATIONS SHALL GOVERN OVER
ALL.
4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DISTRIBUTION OF
DRAWINGS TO ALL TRADES UNDER HIS JURISDICTION.
5. "TYPICAL" OR "TYP", MEANS IDENTICAL FOR ALL SIMILAR CONDITIONS UNLE55
OTHERWISE NOTED.
6. "VERIFY" OR "VER", MEANS TO ASCERTAIN AND CONFIRM.APPLICATION WITH
ARCHITECT OR VERIFY CONDITION IN FIELD.
7. CONTRACTOR SHALL SUBMIT CONFIRMATIONS WITH DELIVERY DATES ON
ORDERS OF MATERIALS AND EQUIPMENT OF ANY LONG LEAD-TIME ORDER. ANY
SUCH ORDER WILL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE
ARCHITECT FOR 1`055113LE 51.1135TITUTION.
8. IT 15 INTENDED THAT THE CONTRACTOR PROVIDE A COMPLETE JOD AND ANY
OMISSIONS IN THESE NOTES OR IN THE OUTLINE OF WORK SHALL NOT DE
CONSTRUED AS RELIEVING THE CONTRACTOR OF SUCH RE5PON5113ILITIE5 IMPLIED
BY SCOPE OF WORK EXCEPT FOR ITEMS SPECIFICALLY NOTED.
9. EXECUTE WORK IN ACCORDANCE WITH ANY AND ALL APPLICABLE LOCAL, STATE
AND FEDERAL CODES, MANUFACTURER'S RECOMMENDATIONS, TRADE AND
REFERENCE 5TANDARD5 INCLUDING BUT NOT LIMITED TO: IBC 2000, ADA, TA5,
NEC, NFPA, A5MC, UMC, LATEST ENFORCED EDITIONS.
10. DO NOT PROCEEDWITH ANY WORK REQUIRING ADDITIONAL COMPENSATION
BEYOND THE CONTRACT AMOUNT WITHOUT WRITTEN AUTHORIZATION FROM THE
CLIENT/OWNER. FAILURE TO OBTAIN AUTHORIZATION SHALL INVALIDATE ANY
CLAIM FOR EXTRA COMPENSATION.
11. VERIFY IN THE FIELD, THAT NO CONFLICTS EXIST WHICH WOULD PROHIBIT THE
LOCATION OF ANY AND ALL MECHANICAL, TELEPHONE, ELECTRICAL, LIGHTING,
PLUMBING AND SPRINKLER EQUIPMENT (TO INCLUDE ALL REQUIRED PIPING,
SURFACE DRAINAGE, SLEEVES, DUCTWORK AND CONDUIT).
12. GENERAL CONTRACTOR SHALL COORDINATE WITH CLIENTS CONTRACTORS
AND PROVIDE ACCE55 AT THE APPROPRIATE TIMES TO -ALLOW FOR A
CONTINUOUS, UNINTERRUPTED JOD PROGRESS.
13. NO WORK DEFECTIVE IN WORKMANSHIP OR QUALITY OR DEFICIENT IN ANY
REQUIREMENTS OF THE CONTRACT DOCUMENTS WILL DE ACCEPTA5LE DESPITE
THE LANDSCAPE ARCHITECT'S FAILURE TO DISCOVER OR POINT OUT OEFECT5 OR
DEFICIENCIES DURING CONSTRUCTION. DEFECTIVE WORK REVEALED WITHIN THE
TIME REQUIRED BY GUARANTEES SHALL DE REPLACED 5Y WORK CONFORMING
WITH THE INTENT OF THE CONTRACT. NO PAYMENT, EITHER PARTIAL OF FINAL,
SHALL BE CONSTRUED AS AN ACCEPTANCE OF DEFECTIVE WORK OR IMPROPER
MATERIALS.
14.THE GENERAL CONTRACTOR SHALL TAKE OVER AND A55UME ALL
REPON5151LITY OF THE ENTIRE PREMISES DURING THE PROGRESS OF WORK UNTIL
COMPLETION AND ACCEPTANCE BY OWNER. CONTRACTOR SHALL INSURE AND
KEEP INSURED AT ALL TIMES TH15 BUILDING AGAINST L055 BY FIRE OR STORM,
AND SHALL PROVIDE AND MAINTAIN ALL PROTECTIONS REQUIRED BY THE
GOVERNING LAWS, REGUILATION5, RULES AND ORDINANCES (13UILDER5 RISK
LIABILITY, WORKMAN'S COMP., ETC.). THE OWNER SHALL BE EXEMPT FROM ANY
AND ALL DAMAGES OF ANY NATURE DURING THE CONSTRUCTION.
15. UPON NOTIFICATION OF COMPLETION OF THE WORK, THE LANDSCAPE
ARCHITECT SHALL PREPARE A PUNCH LIST OF CORRECTIONS, UNSATISFACTORY
AND/OR INCOMPLETE WORK. FINAL PAYMENT WILL DE CONTINGENT UPON THE
COMPLETION OF THESE ITEMS UNDER THE TERMS OF THE OWNER/CONTRACTOR
AGREEMENT.
NOTE:
1. Stake to first branches as
necessary for firm support
2. Wire shall not touch or rub
adjacent trunks or branches
12" Waterline-
i
i
i
Note 4:
FLANTING MIX 5FECIFICATI N;5 Rototill existing Soil
to a 6-10" depth. Add 2 panto black hummuo, 1 part Sand.
Lightly till into Soil. Crown min. 6" to center.
2"x2" hardwood
stakes driven
firmly a minimum
of 18" into the
subgrade prior to
backfilling
3" Mulch
Form saucer with 3"
continuous rim
Specified planting mix. Water acid
tamp to remove air pockets.
Noted:
1. Final brick Selection to be decided by Homeowner's A000ciation.
Landscape Architect recommends matching brick found in the fence
along Woodcreek Drive for neighborhood continuity.
2. All mortar joints in brick columns to be concave,
2 strand' 12
guage galy. wire
twisted and
encased in rubber
hose 6-9" from
top of stake. 2
support wires
shall be used on
main structural
2 X BALL DAA. branches.
Multi -trunk Tree Staking
1/411 1i-011
(2) #4 Rebar, verical,uter edge of 1-6
extend 5 above i'-6°
.. bell Footing owlock Brick Cap, 1 reveal,
footing \\ mitre corners
f 1- tic header couroc
1 n
Reveal
\ 3) 10 rings I Do ider Course
4) #4 Rebar,
vertical
Brir kti (;nh irmm Tnh View Ami c�Prtinlh
polished Granite Sign for Neighborhood; coordinate granite Selection
November 2005
with brick Selection. Logo to Match existing logo on other entry
Annual Flowers
signs in neighborhood.
Note: 510n Square Footage -8,0 of
1. Provide weep holes on the eldeo of the
Backfill planter with planting mix (see note #4 on plant with
planter but NOT the front by the sidewalk.
annual color (see plan).
SCALE
Tie into
\
��
sign opening. Overhang 2"
i
Sion to be 3/4" oliehed
g p
from wall face to allow for
it
- sign attachment.
by HOA). Attach to brick face
-
– existing
\
ee below for detail
WOOD QREEK
of wall and footing.
One header course,1/2" reveal
Backfill planter •th bedmix (see
fence
—
couroc,1/2 reveal
Chadwick tater
Caulked expansion joint 0.
Private Property
/
#4 Rebar,
#4 Rebar, vertical, 18"
extend 5' above
` footing
above footing, 18" OC (
18" 5tirrups,18" OC
I I I I III I I I I till I 1 11 it I I 1 11 1 1 1 1
(4) #4 Rebar \
3 4) Rebar
Footing Detail
3) 10" #4 Rings
When pouring footin
_
"�-�— Carry detail of planter through
GQI U mn (lust thl5. column)
Ste down a5 nece55a
p N
� N
• : , ..
when top of footing i5
below grade
5rick planter. Top of planter
10 level.
18" #4 5tierups,18=�
#4 Rebar, continuous
A brick planter aril Main Sion Elevation
1 Scale 1/4t1 = 11^011
24" Tall Drick planter, One brick wide
Existing 51dewalk, no weep holes
this side of planter
3'..6tt l
f
r—Tie"Into
exioting
fence
Annual flowers
Polished Granite Neighborhood Sign
Existing property line
12" Thick Brick Wall
ie into existing fence
rick Column
Main Entry Wall and planter plan
Scale 1/4" = 1'--01
lila nt Legend `� �'
(2) Crape Myrtle 15 gal. 40 pte. each= 80
Lagerotroemia indica Min: 3 trunks, 1.25" cal. each
GENERAL CONDITIONS:
1. CONTRACTOR 15 RE5PON5113LE FOR CHECKING ALL CONTRACT DOCUMENTS,.
FIELD CONDITIONS, AND DIMENSIONS FOR ACCURACY AND CONFIRMING THAT
WORK 15 13UILDA13LE AS SHOWN BEFORE PROCEEDING WITH 5105 OR
CONSTRUCTION. IF THERE ARE ANY QUESTIONS REGARDING THESE OR OTHER
COORDINATION QUESTIONS, THE CONTRACTOR 15 RESPONSIBLE FOR OBTAINING A
CLARIFICATION FROM THE LANDSCAPE ARCHITECT BEFORE PROCEEDING.
2. DETAILS ARE USUALLY KEYED ONLY ONCE (ON THE PLANS OR ELEVATION5
WHEN THEY FIRST OCCUR) AND ARE TYPICAL FOR SIMILAR CONDITIONS
THROUGHOUT UNLE55 OTHERWISE NOTED.
3. DIMENSIONS SHALL GOVERN OVER SCALED INFORMATION. DETAILS SHALL
GOVERN OVER PLANS AND ELEVATIONS. LARGE-SCALE DETAILS SHALL GOVERN
OVER SMALL-SCALE DETAILS. WRITTEN SPECIFICATIONS SHALL GOVERN OVER
ALL.
4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DISTRIBUTION OF
DRAWINGS TO ALL TRADES UNDER HIS JURISDICTION.
5. "TYPICAL" OR "TYP", MEANS IDENTICAL FOR ALL SIMILAR CONDITIONS UNLE55
OTHERWISE NOTED.
6. "VERIFY" OR "VER", MEANS TO ASCERTAIN AND CONFIRM.APPLICATION WITH
ARCHITECT OR VERIFY CONDITION IN FIELD.
7. CONTRACTOR SHALL SUBMIT CONFIRMATIONS WITH DELIVERY DATES ON
ORDERS OF MATERIALS AND EQUIPMENT OF ANY LONG LEAD-TIME ORDER. ANY
SUCH ORDER WILL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE
ARCHITECT FOR 1`055113LE 51.1135TITUTION.
8. IT 15 INTENDED THAT THE CONTRACTOR PROVIDE A COMPLETE JOD AND ANY
OMISSIONS IN THESE NOTES OR IN THE OUTLINE OF WORK SHALL NOT DE
CONSTRUED AS RELIEVING THE CONTRACTOR OF SUCH RE5PON5113ILITIE5 IMPLIED
BY SCOPE OF WORK EXCEPT FOR ITEMS SPECIFICALLY NOTED.
9. EXECUTE WORK IN ACCORDANCE WITH ANY AND ALL APPLICABLE LOCAL, STATE
AND FEDERAL CODES, MANUFACTURER'S RECOMMENDATIONS, TRADE AND
REFERENCE 5TANDARD5 INCLUDING BUT NOT LIMITED TO: IBC 2000, ADA, TA5,
NEC, NFPA, A5MC, UMC, LATEST ENFORCED EDITIONS.
10. DO NOT PROCEEDWITH ANY WORK REQUIRING ADDITIONAL COMPENSATION
BEYOND THE CONTRACT AMOUNT WITHOUT WRITTEN AUTHORIZATION FROM THE
CLIENT/OWNER. FAILURE TO OBTAIN AUTHORIZATION SHALL INVALIDATE ANY
CLAIM FOR EXTRA COMPENSATION.
11. VERIFY IN THE FIELD, THAT NO CONFLICTS EXIST WHICH WOULD PROHIBIT THE
LOCATION OF ANY AND ALL MECHANICAL, TELEPHONE, ELECTRICAL, LIGHTING,
PLUMBING AND SPRINKLER EQUIPMENT (TO INCLUDE ALL REQUIRED PIPING,
SURFACE DRAINAGE, SLEEVES, DUCTWORK AND CONDUIT).
12. GENERAL CONTRACTOR SHALL COORDINATE WITH CLIENTS CONTRACTORS
AND PROVIDE ACCE55 AT THE APPROPRIATE TIMES TO -ALLOW FOR A
CONTINUOUS, UNINTERRUPTED JOD PROGRESS.
13. NO WORK DEFECTIVE IN WORKMANSHIP OR QUALITY OR DEFICIENT IN ANY
REQUIREMENTS OF THE CONTRACT DOCUMENTS WILL DE ACCEPTA5LE DESPITE
THE LANDSCAPE ARCHITECT'S FAILURE TO DISCOVER OR POINT OUT OEFECT5 OR
DEFICIENCIES DURING CONSTRUCTION. DEFECTIVE WORK REVEALED WITHIN THE
TIME REQUIRED BY GUARANTEES SHALL DE REPLACED 5Y WORK CONFORMING
WITH THE INTENT OF THE CONTRACT. NO PAYMENT, EITHER PARTIAL OF FINAL,
SHALL BE CONSTRUED AS AN ACCEPTANCE OF DEFECTIVE WORK OR IMPROPER
MATERIALS.
14.THE GENERAL CONTRACTOR SHALL TAKE OVER AND A55UME ALL
REPON5151LITY OF THE ENTIRE PREMISES DURING THE PROGRESS OF WORK UNTIL
COMPLETION AND ACCEPTANCE BY OWNER. CONTRACTOR SHALL INSURE AND
KEEP INSURED AT ALL TIMES TH15 BUILDING AGAINST L055 BY FIRE OR STORM,
AND SHALL PROVIDE AND MAINTAIN ALL PROTECTIONS REQUIRED BY THE
GOVERNING LAWS, REGUILATION5, RULES AND ORDINANCES (13UILDER5 RISK
LIABILITY, WORKMAN'S COMP., ETC.). THE OWNER SHALL BE EXEMPT FROM ANY
AND ALL DAMAGES OF ANY NATURE DURING THE CONSTRUCTION.
15. UPON NOTIFICATION OF COMPLETION OF THE WORK, THE LANDSCAPE
ARCHITECT SHALL PREPARE A PUNCH LIST OF CORRECTIONS, UNSATISFACTORY
AND/OR INCOMPLETE WORK. FINAL PAYMENT WILL DE CONTINGENT UPON THE
COMPLETION OF THESE ITEMS UNDER THE TERMS OF THE OWNER/CONTRACTOR
AGREEMENT.
NOTE:
1. Stake to first branches as
necessary for firm support
2. Wire shall not touch or rub
adjacent trunks or branches
12" Waterline-
i
i
i
Note 4:
FLANTING MIX 5FECIFICATI N;5 Rototill existing Soil
to a 6-10" depth. Add 2 panto black hummuo, 1 part Sand.
Lightly till into Soil. Crown min. 6" to center.
2"x2" hardwood
stakes driven
firmly a minimum
of 18" into the
subgrade prior to
backfilling
3" Mulch
Form saucer with 3"
continuous rim
Specified planting mix. Water acid
tamp to remove air pockets.
Noted:
1. Final brick Selection to be decided by Homeowner's A000ciation.
Landscape Architect recommends matching brick found in the fence
along Woodcreek Drive for neighborhood continuity.
2. All mortar joints in brick columns to be concave,
2 strand' 12
guage galy. wire
twisted and
encased in rubber
hose 6-9" from
top of stake. 2
support wires
shall be used on
main structural
2 X BALL DAA. branches.
Multi -trunk Tree Staking
1/411 1i-011
(2) #4 Rebar, verical,uter edge of 1-6
extend 5 above i'-6°
.. bell Footing owlock Brick Cap, 1 reveal,
footing \\ mitre corners
f 1- tic header couroc
1 n
Reveal
\ 3) 10 rings I Do ider Course
4) #4 Rebar,
vertical
Brir kti (;nh irmm Tnh View Ami c�Prtinlh
Section through Brick Wall with Sign and Planter
scale
1/4" _ 11-011
5ubmitale
�le 1/4" 11-0
November 2005
✓
Note:
WAK
1. Provide weep holes on the eldeo of the
WAK
planter but NOT the front by the sidewalk.
SCALE
ne rowlock course around
Varlee
sign opening. Overhang 2"
i
Sion to be 3/4" oliehed
g p
from wall face to allow for
granite, (final stone eelectioh
- sign attachment.
by HOA). Attach to brick face
with epoxy.
Rowlock brick cap,
ee below for detail
Bingle brick wid
of wall and footing.
One header course,1/2" reveal
Backfill planter •th bedmix (see
One Bolide
note #4 on D for planting hmix
couroc,1/2 reveal
epecificatlons . 1
Caulked expansion joint 0.
Private Property
/
#4 Rebar,
#4 Rebar, vertical, 18"
extend 5' above
` footing
above footing, 18" OC (
18" 5tirrups,18" OC
(4) #4 Rebar \
3 4) Rebar
Footing Detail
3) 10" #4 Rings
#4 Rebar, 6" OC, 3' Pell Footing—
both ways 12" Stirrups
Section through Brick Wall with Sign and Planter
scale
1/4" _ 11-011
5ubmitale
BY
November 2005
AKH
February 2006
WAK
April' 2006
WAK
FEB 2006
E OF
s
AW
o o
�000000000000000e0000000e oo�
K ALAN KING
,°0000000000000000000000000
r o 1900 0
�IpoAV
°/ o eQ
OAw
S °�°°p EN;?°° \' Ar
c
G .r
DRAWN
WAK
CHECKED
DATE
FEB 2006
SCALE
Varlee
JOB NO.
SHEET
05`lUq
qej bu
OF
24" brick Planter,
See d eta i 1 �
8" Wastewater0
rive
00, 0 W
- --
xioting Fence Eaoement - "Five feet in width along the northwest boundary of the Froperty adjacent to the public Street known ao Woodcreek Drive and a 10'
by 20' parcel along the western boundary of the property extending Southward from the northwest corner of the Froperty in College Station,
+
pro erty line
Exiot
Annual F l owe ro —
--�xioting Fence
z
Main Sign Flan
Scale 1/8" ^ V-011
Polished Granite Sign for Neighborhood; coordinate gra,rlite, Selection
with brick Selection. Logo to match existing logo on other entry
Annual Flowers 5ign:S in neighborhood.
Mote: Sign Square Footage -8:o of
Backfill planter with planting mix (See note #4 on Plant with
annual color (see plan).
Tie into
`' existing
fence
WOOD REEK
Q\\ ' _ — Chadwick states
Carry detail of planter through
When pouring footin
Step down aS necco0a
column Quo t thio column)
when top of footing s / � •, a,..; •__e .. . ,.
below grade Brick _planter. Top of planter
�_ lS level.
18" #4 5tirrups,18" OC
#4 Rebar, Continuous brick Planter ani Main 5ion Elevation
1 5ca l e 1/4" = 1,_011
24" Tail Prick planter, One brick wide
Existing 51dewa]k, no weep holes
thio side of planter
3l_6„
Tie lnto
P� INN existing
fence
U�.
S7) Annual flowers
Folished Granite Neighborhood Sign
Exioting property line
12" Thick Prick Wall {
into existing fence rick Column
Maim E,mtry Wall and F'la n
1 Scale 1/4 _ V 0"
F'la nt Legend `-" �'
(2) Crape Myrtle 15 gal. 40 pts. each= 80
" Lageretroemia inclica Min, 3 trunks, 1,25" cal. each
GENERAL CONDITIONS;
1. CONTRACTOR 15 RESPONSIBLE FOR CHECKING ALL CONTRACT DOCUMENTS,
FIELD CONDITIONS, AND DIMENSIONS FOR ACCURACY AND CONFIRMING THAT
WORK 15 BUILDABLE AS SHOWN BEFORE PROCEEDING WITH 13I05 OR
CONSTRUCTION. IF THERE ARE ANY QUESTIONS REGARDING THESE OR OTHER
COORDINATION QUESTIONS, THE CONTRACTOR 15 RESPONSIBLE FOR OBTAINING A
CLARIFICATION FROM THE LANDSCAPE ARCHITECT BEFORE PROCEEDING.
2. DETAILS ARE USUALLY KEYED ONLY ONCE (ON THE PLANS OR ELEVATIONS
WHEN THEY FIRST OCCUR) AND ARE TYPICAL FOR SIMILAR CONDITIONS
THROUGHOUT UNLESS OTHEKW15E NOTED.
3, DIMENSIONS SHALL GOVERN OVER SCALED INFORMATION. DETAILS SHALL
GOVERN OVER PLANS AND ELEVATION'S. LARGE-SCALE DETAILS SHALL GOVERN
OVER SMALL-SCALE DETAILS. WRITTEN 5PECIFICATIO145 SHALL GOVERN OVER
ALL,
4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DISTRIBUTION OF
DRAWINGS TO ALL TRADES UNDER HIS JURISDICTION.
5. "TYPICAL" OR "TYP", MEANS IDENTICAL FOR ALL SIMILAR: CONDITIONS UNLESS
OTHERWISE NOTED.
6. "VERIFI"' OR "VER MEANS TO ASCERTAIN AND CONFIRM -APPLICATION WITH
ARCHITECT OR VERIFY CONDITION IN FIELD.
7. CONTRACTOR SHALL 5UBMIT CONFIRMATIONS WITH DELIVERY DATES ON
ORDERS OF MATERIALS AND EQUIPMENT OF ANY LONG LEAD-TIME ORDER. ANY
SUCH ORDER WILL BE BROUGHT TO THE ATTENTION' OF THE LANDSCAPE
ARCHITECT FOR POSSIBLE 505TITUTION.
8. IT 15 INTENDED THAT THE CONTRACTOR PROVIDE A COMPLETE JOB AND ANY
OM15510N5 IN THESE NOTES OR IN THE OUTLINE OF WORK SHALL NOT BE
CONSTRUED AS RELIEVING THE CONTRACTOR OF SUCH RESPONSIBILITIES IMPLIED
BY SCOPE OF WORK EXCEPT FOR ITEMS SPECIFICALLY NOTED.
9. EXECUTE WORK IN ACCORDANCE WITH ANY AND ALL APPLICABLE LOCAL, STATE
AND FEDERAL CODES, MANUFACTURER'S iRECOMMENDATION5, TRADE AND
REFERENCE STANDARDS INCLUDING BUT NOT LIMITED TO: IBC 2000, ADA, TA5,
NEC, NFPA, A5MC, UMC, LATEST ENFORCED EDITIONS.
10. DO NOT PROCEED WITH ANY WORK REQUIRING ADDITIONAL COMPENSATION
BEYOND THE CONTRACT AMOUNT WITHOUT WRITTEN AUTHORIZATION FROM THE
CLIENT/OWNER. FAILURE TO OBTAIN AUTHORIZATION SHALL INVALIDATE ANY
CLAIM FOR EXTRA COMPENSATION.
11. VERIFY IN THE FIELD, THAT NO CONFLICTS EX15T WHICH WOULD PROHIBIT THE
LOCATION OF ANY AND ALL MECHANICAL, TELEPHONE; ELECTRICAL, LIGHTING, .
PLUMBING AND SPRINKLER EQUIPMENT (TO INCLUDE ALL REQUIRED PIPING,
SURFACE DRAINAGE, SLEEVES, DUCTWORK AND CONDUIT).
12. GENERAL CONTRACTOR SHALL COORDINATE WITH CLIENTS CONTRACTORS
AND PROVIDE ACCESS AT THE APPROPRIATE TIMES TO ALLOW FOR A
CONTINUOUS, UNINTERRUPTED JO;B PROGRESS.
13. NO WORK DEFECTIVE IN WORKMANSHIP OR QUALITY OR DEFICIENT IN ANY
REQUIREMENT5.OF THE CONTRACT DOCUMENTS WILL BE ACCEPTABLE DESPITE
THE LANDSCAPE ARCHITECT'S FAILURE TO DISCOVER OR POINT OUT DEFECTS OR
DEFICIENCIES DURING CONSTRUCTION. DEFECTIVE WORK REVEALED WITHIN THE
TIME REQUIRED BY GUARANTEES SHALL BE REPLACED BY WORK CONFORMING
WITH THE INTENT OF THE CONTRACT. NO PAYMENT, EITHER PARTIAL OF FINAL,
SHALL BE CONSTRUED AS AN ACCEPTANCE OF DEFECTIVE WORK OR IMPROPER
MATERIALS.
14.THE GENERAL CONTRACTOR SHALL TAKE OVER AND ASSUME ALL
REPON5I13ILITY OF THE ENTIRE PREMISES DURING THE PROGRESS OF WORK UNTIL
COMPLETION AND ACCEPTANCE BY OWNER. CONTRACTOR SHALL INSURE AND
KEEP INSURED AT ALL TIMES TH15 BUILDING AGAINST L055 BY FIRE OR STORM,
AND SHALL PROVIDE AND MAINTAIN ALL PROTECTIONS REQUIRED BY THE
GOVERNING LAWS, REGULATIONS, RULES AND ORDINANCES (BUILDER5 RISK
LIABILITY, WORKMAN'S COMP., ETC.). THE OWNER SHALL BE EXEMPT FROM ANY
AND AUL DAMAGES OF ANY NATURE DURING THE CONSTRUCTION.
15. UPON NOTIFICATION OF COMPLETION OF THE WORK, THE LANDSCAPE
ARCHITECT SHALL PREPARE A PUNCH L15T OF CORRECTIONS, UNSATISFACTORY
AND/OR INCOMPLETE WORK. FINAL PAYMENT WILL BE CONTINGENT UPON THE
COMPLETION OF THESE ITEMS UNDER THE TERMS OF THE OWNER/CONTRACTOR
AGREEMENT.
12" Waterline -
n
v
t
,
mitale
BY
mber 2005
AKH
ary 2006
LApr!12006
WAK
3�
WAK
FEB 2006
Okp
AW
000000000000000000000coo 0°/
ft ALAN KING
Z0 00000000*0000000000000b00/
1900 0�/
° �I0°.=
°0AW
00000°°°°
R
Notes:
1. Final brick Selection to be decided by Homeowner's Association.
Landscape Architect recommends matching brick found in the fence
along Woodcreek Drive for neighborhood continuity,
2. All mortar joints in brick columns to be concave.
5
Note:
1. Provide weep holey on the Sides of the
planter but NOT the front by the Sidewalk.
Sign to be 3/4" polished
granite, (final Stone Selection
by HOA). Attach to brick face
with epoxy.
Rowlock brick cap,
single brick wid
One header couree,1/2" reveal
One Bolide
course, 1/2 reveal "^
Caulked expatiolonjoint-1-
#4 Rebar, vertical, 18"
above footing, 18" OC
18" Stirrupo,16" OC
(4) #4 Rebar \
#4 Rebar, 6" OG 3' Bell Footin
both ways 12" 5tlrrupS —
'scale 1/411 = 1'-0"
One rowlock course around
sign opening. Overhang 2"
from wall face to allow for
Sign attachment.
i- ✓ee below for detail
of wall and footing.
Backfill planter ith bedmix (See
note #4 on for planting mix
Specifications . 1
Private Property
#4 Rebar,
extend 5' above
footing
4) #4 Rebar
Footing Detail
3) 10" #4 Rings
Sect6om through Brick Wall with Sign and Planter
scale 1/411 ^ 1,_011
DRAWN
WAK
U
3�
FEB 2006
��
II
JOB NO.
II
NOTE: Note 4:
s�
1. Stake to first brariches a5 FLANTING MIX 5FECIFICATION5 Rototill existing loll
necessary for firm Support to a 6-10" depth. Add 2 parts black hummus, 1 part sand.
OF
2. Wire shall not touch or rub
Lightly till into soil. Crown min. 611 to center
adjacent trunks or branches
2"x2" hardwood
sta'ke5 driven
(Q 3
firmly a miinimum
of 18" into the
t�E
IDv J =
subgrade prior to
0
backfilling
d
3„ Mulch
U
Form saucer with 3”
continuous rim
2 strand' 12
Specified planting mix. Water and guage galy. wire
' S
tamp to remove a pockets.. .,,,Ii ,•,,,,, ,; -- twisted and
U
I I►in�"� ��illl illi) Ili
- — — — encased in rubber
III ( I I
= z
—�I1=1 11=.::::.., ,. .:..I 11=1 11=1 I' hose 6-9" from
top of Stake. 2
"—' g
—1 — —_ — — — s u ort wires
pp
-'' —_=1
-
I FE1 I III I I
_ — —_ shall be used on
s
main structural
,� s
2 X PALL DIA. branches.
ro
L�
n Multi -trunk Tree 5ta ki n
1 Scale 1/4" = 11--011
L
(2) #4 Rebar, verical, /-Outer edge of 1.6
5
extend' above P_6 Rowlock Brick Cap, 1 reveal,
...bell footing
(3
s
;
footing mitre corners
` :\
one header course
Q d
` Reveal
3) 10",rings 11jr/2"
olider Course
g
4) #4 Debar,
VertlGal
Rri(-� ('nl i imp Tnr') ViAlAl qhA Cnor.tiin>h
Notes:
1. Final brick Selection to be decided by Homeowner's Association.
Landscape Architect recommends matching brick found in the fence
along Woodcreek Drive for neighborhood continuity,
2. All mortar joints in brick columns to be concave.
5
Note:
1. Provide weep holey on the Sides of the
planter but NOT the front by the Sidewalk.
Sign to be 3/4" polished
granite, (final Stone Selection
by HOA). Attach to brick face
with epoxy.
Rowlock brick cap,
single brick wid
One header couree,1/2" reveal
One Bolide
course, 1/2 reveal "^
Caulked expatiolonjoint-1-
#4 Rebar, vertical, 18"
above footing, 18" OC
18" Stirrupo,16" OC
(4) #4 Rebar \
#4 Rebar, 6" OG 3' Bell Footin
both ways 12" 5tlrrupS —
'scale 1/411 = 1'-0"
One rowlock course around
sign opening. Overhang 2"
from wall face to allow for
Sign attachment.
i- ✓ee below for detail
of wall and footing.
Backfill planter ith bedmix (See
note #4 on for planting mix
Specifications . 1
Private Property
#4 Rebar,
extend 5' above
footing
4) #4 Rebar
Footing Detail
3) 10" #4 Rings
Sect6om through Brick Wall with Sign and Planter
scale 1/411 ^ 1,_011
DRAWN
WAK
CHECKED
DATE
FEB 2006
SCALE
Varies
JOB NO.
SHEET
IsI64
OF
_ 24" brick f lanter,
�-_
'- gee detail 13
Wastewater
W,00 creek Drive 60 ROW
-- --
xiotine Fence
+ ;0
--_�---=-------- — — ——
Exi5tin- -______^_-___-_
+106.6
Annual Flowers
---Exiotine Fence
Main Sion Plan
Annual Flowers
When pouring
footing, step
down as
necessary
when top of /F
footing i5 2" N
below grade
polished Granite Sign for Neighborhood; coordinate granite
Selection with brick Selection. Logo to match existing logo
on other entry signs in neighborhood.
Backfill planter with planting mix; (see note #4 on
Plant with annual color (see plan).
Tie into
- --T existing
t I I I
WOOD EK fence
rt,.,,�
4`w iw� is ,. wykwi��7Fx.. M-0 M===
.e�.'�-.r.�.ts:.rr t u.e�a.^.iv ME:ti i
,NOR -
'25 MEN
18" #4 Stirrups, 18" OC `'
#4 Debar, J
continuous /
e into existing fence
Carry detail of planter through
column (just thio column)
Brick planter. Top of
planter i5 level.
Brick planter and Main_ Sign Elevation
Scale 1/4" = V-0"
24" Tall Brick Planter, One brick wide
Existing Sidewalk, no weep holes
this Side of planter
M
ie into_
exi�ting
fence
Annual flowers
polished Granite Neighborhood 5ign'
Existing property line
\--12" Thick Brick Wall
`--Brick Column
Main entry Wall and planter flan
5ca le 1/4" = 1'--0'
Plant Legend
(2) Crape Myrtle 15 gal. 40 pte. each= 80 _
NOTE:
Lagerstroemia indica Min. 3 trunks,1.25" cal. each
s
U
planter but NOT the front by the sidewalk.
1. Stake to first branches a5
DATE
necessary for firm Support
GENERAL CONDITIONS:
2. Wire Shall not touch or rub L
Sign to be 3/4" polished
adjacent trunks or branches
1. CONTRACTOR 15 RESPONSIBLE FOR CHECKING ALL CONTRACT DOCUMENTS,
€z sign attachment.
FiELD CONDITIONS, AND DIMEN51ON5 FOR ACCURACY AND CONFIRMING THAT
WORK 15 BUILDABLE A5 5HOWN BEFORE PROCEEDING WITH BID5 OR
CON5TRUCTION. IF THERE ARE ANY QUE5TION5 REGARDING THE5E OR OTHER
ee below for detail
of wall and footing.
COORDINATION QUE5TION5, THE CONTRACTOR 15 RE5PON515LE FOR .OBTAINING A
CLARIFICATION FROM THE LANDSCAPE ARCHITECT BEFORE PROCEEDING,
� d
2. DETAIL5 ARE U5UALLY KEYED ONLY ONCE (ON THE PLAN5 OR ELEVATIONS
Backfill planter� th bedmix (see
WHEN THEY FIR5T OCCUR) AND ARE TYPICAL FOR SIMILAR CONDITIONS
note #4 on " for planting mix
THROUGHOUT UNLE55 OTHERWISE NOTED.
specifications . 1
3. DIMEN51ON5 SHALL GOVERN OVER 5CALED INFORMATION. DETAIL5 5HALL
2
3" Mulch
GOVERN OVER PLAN5 AND ELEVATION5. LARGE-5CALE DETAIL5 5HALL GOVERN
OVER 5MALL-5CALE DETAIL5. WRITTEN 5PECIFICATION5 5HALL GOVERN OVER
Form saucer with 3"'
ALL.
4. THE CONTRACTOR 5HALL 13E RE5PON51BLE FOR THE D15TRIBUTION OF
continuous rim
DRAWING5 TO ALL TKADE5 UNDER H15 JURISDICTION.
T 4
Specified planting mix. Water and
5. "TYPICAL" OR "TYP", MEANS IDENTICAL FOR ALL 51MILAP, CONDITIONS UNLESS
OTHERWI5E NOTED.
tamp to remove air
pockets,
6. "VERIFY" OR "VER", MEAN5 TO A5CEKTAIN AND CONFIRM APPLICATION1NITH
"
ARCHITECT OR VERIFY CONDITION IN FIELD.
7. CONTRACTOR 5HALL 5UBMIT CONFIRMATION5 WITH DELIVERY DATE5 ON
s�
ORDER5 OF MATERIAL5 AND EQUIPMENT OF ANY LONG' LEAD-TIME ORDER. ANY
5UCH ORDER WILL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE
ARCHITECT FOR P055113LE SUBSTITUTION.
�Y
8. IT 15 INTENDED THAT THE CONTRACTOR PROVIDE A COMPLETE JOB AND ANY
OM1551ON5 IN THE5E NOTE5 OR IN THE OUTLINE OF WORK 5HALL NOT BE
CONSTRUED A5 RELIEVING THE CONTRACTOR OF 5UCH RE5PON51BILITIE5 IMPLIED
�R
BY 5COPE OF WORK EXCEPT FOP, ITEM5 5PECIFICALLY NOTED.
9. EXECUTE WORK IN ACCORDANCE WITH ANY AND ALL APPLICABLE LOCAL, STATE
AND FEDERAL CODE5, MANUFACTUREK'5 RECOMMENDATION5, TRADE AND
U
REFERENCE 5TANDARD5 INCLUDING BUT NOT LIMITED TO: IBC 2000, ADA, TA5,
NEC, NFPA, A5MC, UMC, LATEST ENFORCED EDITION5.
10. DO NOT PROCEED WITH ANY WORK REQUIRING ADDITIONAL COMPEN5ATION
R �
..., R
BEYOND THE CONTRACT AMOUNT WITHOUT WRITTEN AUTHORIZATION FROM THE
1
CLIENT/OWNER. FAILURE TO OBTAIN AUTHORIZATION 5HALL INVALIDATE ANY
CLAIM FOR EXTRA COMPENSATION.
11. VERIFY IN THE FIELD, THAT NO CONFLICT5 EX15T WHICH WOULD PKOHIBIT THE
LOCATION OF ANY AND ALL MECHANICAL, TELEPHONE, ELECTRICAL, LIGHTING,
PLUMBING AND 5PRINKLER EQUIPMENT (TO INCLUDE ALL REQUIRED PIPING,
-6
5URFACE DRAINAGE, SLEEVES, DUCTWORK AND CONDUIT).
12. GENERAL CONTRACTOR 5HALL COORDINATE WITH CLIENT5 CONTRACTOR5
AND PROVIDE ACCE55 AT THE APPROPRIATE TIME5 TO ALLOW FOR A
4
CONTINUOUS, UNINTERRUPTED JOB PROGRE55.
13. NO WORK DEFECTIVE IN WORKMANSHIP OR QUALITY OR DEFICIENT IN ANY
REQUIREMENTS OF THE CONTRACT DOCUMENT5 WILL BE ACCEPTABLE DE5PITE
U 4
L oo
THE LAND5CAPE AKCHITECT'5 FAILURE TO P15COVER OR POINT OUT DEFECT5 OR
DEFICIENCIE5 DURING CON5TRUCTION, DEFECTIVE WORK REVEALED WITHIN THE
TIME REQUIRED BY GUARANTEE5 5HALL BE REPLACED BY WORK CONFORMING
WITH THE INTENT OF THE CONTRACT. NO PAYMENT, EITHER PARTIAL OF FINAL,
1
5HALL BE CON5TRUED A5 AN ACCEPTANCE OF DEFECTIVE WORK OR IMPROPER
MATERIAL5.
C)
14.THE GENERAL CONTRACTOR 5HALL TAKE OVER AND A55UME ALL
REPON5IBILITY OF THE ENTIRE PKEM15E5 DU KING THE PROGRE55 OF WORK UNTIL
COMPLETION AND ACCEPTANCE BY OWNER. CONTRACTOR 5HALL IN5UKE AND
o g
KEEP IN5URED AT ALL TIME5 TH15 BUILDING AGAIN5T L055 DY FIRE OR 5TORM,
AND 5HALL PROVIDE AND MAINTAIN ALL PROTECTION5 REQUIRED BY THE
GOVERNING LAW5, REGULATION5, RULE5 AND ORDINANCE5 (BUILDERS K15K
LIABILITY, WORKMAN'S COMP., ETC.). THE OWNER 5HALL BE EXEMPT FROM ANY
AND ALL DAMAGE5 OF ANY NATURE DURING THE CONSTRUCTION.
15. UPON NOTIFICATION OF COMPLETION OF THE WORK, THE LANDSCAPE
ARCHITECT 5HALL PREPARE A PUNCH'L15T OF CORRECTION5, UN5AT15FACTORY
AND/OR INCOMPLETE WOKK. FINAL PAYMENT WILL BE CONTINGENT UPON THE
COMPLETION OF THE5E ITEM5 UNDER THE TEKM5 OF THE OWNER/CONTRACTOK
AGREEMENT.
Noteo:
1. Final brick Selection to be decided by Homeowner's Association.
Landscape Architect recommends matching brick found in the fence
along Woodcreek Drive for neighborhood continuity.
2. All mortar joints in brick columns to be concave.
Note 4:
1�LANTING MIX SPECIFICATION5 Rototill existing Soil
to a 6-10" depth. Add 2 parts black hummuo, 1 part Sand.
ightly till into Soil. Crown min. 6" to center.
2"x2" hardwood
stakes driven
firmly a minimum
of 18" into the
suberade prior to
backfilling
2 X BALL DIA.
Multi -trunk Tree Stakin
2 Strand 12
guage galy. wire
twisted and
encased in rubber
hose 6-9" from
top of Stake. 2
Support wires
shall be used on
main Structural
branches.
2) #4 Rebar, verical, Outer edge of
extend 5' above bell footing 1'-6
footing .�.1
3) 10 rings
4) #4 Rebar,
vertical
Scale 1/4" = 1'-0"
Rowlock Brick Cap, 1" reveal,
mitre corners
One header course
1/2" Reveal
Solider Course
Brick Column Top View and Section
scale 1/4" = 1'-0"
Note:
1. Provide weep holes on the sides of the
s
U
planter but NOT the front by the sidewalk.
3�
DATE
me rowlock course around
R
sign opening. Overhang 2"
Sign to be 3/4" polished
from wall face to allow for
granite, (final stone selection
€z sign attachment.
by HOA). Attach to brick face
with epoxy.
Rowlock brick cap,
ee below for detail
of wall and footing.
single brick wid
One header course,1/2" reveal
� d
ZL
Backfill planter� th bedmix (see
One Bolide
note #4 on " for planting mix
course,1/2 reveal
specifications . 1
Caulked expansion Joint
Private Propertv
-I N / #4 Rebar,
#4 Rebar, vertical, 18" extend 5' above
above footing, 18" OC ( footing
18" 5tirrups; 18" OC
(4) #4 Rebar \ � 4) #4 Rebar
Footing Detail
3) 10" #4 Kings
#4 Rebar, 6" OC, 3' Sell Footing
both ways 12" Stirrups
Section through Brick Wall with Sign and planter
5ca le 1/4" = 1'-0"
Submitals 5Y
November 2005 AKH
February 2006 WAK
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„�
I1�
Ilk
„z
2411 brick Planter,
-- see detail 8" Wastewater
�JU W rive 0 1',OW
xisting fence (Dod C ra"466 k 1) 6
00
+ Existing�Sid�ewa===__________________________
+106.6
'Annual Flowers
xioting Fence
Main Sign Plan
Scale 1/8" = 11-011
Annual Flowers
Whom pouring
footing, step
down as
necessary
when top of /F
footing is 2" N
below grade
polished Granite Sign for Neighborhood; coordinate granite
Selection with brick selection. Logo to match existing logo
on other entry signs in neighborhood.
Backfill planter with planting mix (5ee nate #4 on
P
with annual color (5ee plan). M
Tie into
existing
WOOD REEK f e li c e
Chadwick tates
A'.'+'w'iX.!1:w•uV!`7G'u' dw'N.wu wtiww'c"'.,'��������►�������
�r.�remay�sauGcaaaasrw�cscss°;.^`�
18" #4 Stirrups, 18" OC
#4 Rebar,
continuous i
0
— Carry detail of planter through
column (just this column)
Brick planter. Top of
planter 15 leve[.
Brick planter and Main Sian Elevation
3i -6t1
Scale 1/4" = 11-011
24" Tal[ Drick planter, One brick wide
Existing Sidewalk, no weep holes
thio side of planter
Tie into
F= exist ni g
,N fence
Annual flowers
Polished Granite Neighborhood Sign
Existing property line
12" Thick Brick Wall
ie into existing fence rick Column
Main Entry Wall and Planter Ilan
Scale 1/4'' = 11.011
Plant Legend
(2) Crape Myrtle 15 eal. 40 pte. each= 80
" Lagerotroemra indica Min. 3 trunko,1.25" cal. each
GENERAL CONDITIONS:
1. CONTRACTOR 15 RE5PON515LE FOR CHECKING ALL CONTRACT DOCUMENTS,
FIELD CONDITION5, AND DIMEN5ION5 FOR ACCURACY AND CONFIRMING THAT
WORK 15 5UILDA13LE A5 5HOWN BEFORE PROCEEDING WITH BIDS OR
CONSTRUCTION. IF THERE ARE ANY QUESTIONS REGARDING THE5E OR OTHER
COORDINATION QUE5T10N5, THE CONTRACTOR 15 RE5PON515LE FOR 05TAINING A
CLARIFICATION FROM THE LAND5CAPE ARCHITECT BEFORE PROCEEDING.
2. DETAIL5 ARE U5UALLY KEYED ONLY ONCE (ON THE PLAN5 OR ELEVATIONS
WHEN THEY FIRST OCCUR) AND ARE TYPICAL FOR 51MILAR CONDITION5
THROUGHOUT UNLE55 OTHERWISE NOTED.
3. DIMEN5ION5 5HALL GOVERN OVER 5CALED INFORMATION, DETAIL5 5HALL
GOVERN OVER PLAN5 AND ELEVATION5. LARGE-SCALE DETAIL5 5HALL GOVERN
OVER 5MALL-5CALE DETAIL5. WRITTEN 5PECIFICATION5 5HALL GOVERN OVER
ALL,
4. THE CONTRACTOR 5HALL 5E REEIPON515LE FOR THE D15TR15UTION OF
DRAWING5 TO ALL TRADE5 UNDER HI5 JURI5DICTION.
5. "TYPICAL" OR "TYP", MEAN5 IDENTICAL FOR ALL 51MILAR CONDITION5 UNLE55
OTHEIZW15E NOTED.
6. "VEKIFY" OR "VER", MEAN5 TO A5CERTAIN AND CONFIRM APPLICATION WITH
ARCHITECT OR VERIFY CONDITION IN FIELD.
7. CONTRACTOR SHALL SUBMIT CONFIRMATION5 WITH DELIVERY DATES ON
ORDER5 OF MATER1AL5 AND EQUIPMENT OF ANY LONG LEAD-TIME ORDER. ANY
5UCH ORDER WILL BE BROUGHT TO THE ATTENTION OF THE LAND5CAPE
ARCHITECT FOR P05515LE 5U55T1TUTION.
5. IT 15 INTENDED THAT THE CONTRACTOK PROVIDE A COMPLETE JOB AND ANY
Oiv11551ON5 IN THE5E NOTES OR IN THE OUTLINE OF WORK 5HALL NOT 5E
CON5TRUED A5 RELIEVING THE CONTRACTOR OF 5UCH RE5PON5151LIT1E5 IMPLIED
BY 5COPE OF WORK EXCEPT FOR ITEM5 5PECIFICALLY NOTED.
9. EXECUTE WORK IN ACCORDANCE WITH ANY AND ALL APPLICABLE LOCAL, 5TATE
AND FEDERAL CODE5, MANUFACTURER'5 RECOMMENDATION5, TRADE AND
REFERENCE 5TANDARD5 INCLUDING BUT NOT LIMITED TO: 15C 2000, ADA, TA5,
NEC, NFPA, A5MC, UMC, LATE5T ENFORCED EDITIONS.
10, DO NOT PROCEED WITH ANY WORK REQUIRING ADDITIONAL COMPEN5ATION
BEYOND THE CONTRACT AMOUNT WITHOUT WRITTEN AUTHORIZATION FROM THE
CLIENT/OWNER. FAILURE TO OBTAIN AUTHORIZATION 5HALL INVALIDATE ANY
CLAIM FOR EXTRA COMPEN5ATION.
11. VERIFY IN THE FIELD, THAT NO CONFLICT5 EX15T WHICH WOULD PROH151T THE
LOCATION OF ANY AND ALL MECHANICAL, TELEPHONE, ELECTRICAL, LIGHTING,
PLUMBING AND 5PRINKLER EQUIPMENT (TO INCLUDE ALL REQUIRED PIPING,
5URFACE DRAINAGE, 5LEEVE5, DUCTWORK AND CONDUIT).
12. GENERAL CONTRACTOR 5HALL COORDINATE WITH CLIENT5 CONTRACTOR5
AND PROVIDE ACCE55 AT THE APPROPRIATE TIME5 TO ALLOW FOR A
CONTINUOU5, UNINTERRUPTED JOB PROGKE55.
13. NO WORK DEFECTIVE IN WORKMAN5HIP OR QUALITY OR DEFICIENT IN ANY
REQUIKEMENT5 OF THE CONTRACT DOCUMENT5 WILL BE ACCEPTA5LE DE5PITE
THE LAND5CAPE ARCHITECT5 FAILURE TO D15COVER OF, POINT OUT DEFECTS OR
DEFICIENCIE5 DURING CON5TRUCTION. DEFECTIVE WORK REVEALED WITHIN THE
TIME REQUIRED BY GUARANTEE5 5HALL BE REPLACED 5Y WORK CONFORMING
WITH THE INTENT OF THE CONTRACT. NO PAYMENT, EITHER PARTIAL OF FINAL,
5HALL 5E CON5TRUED A5 AN ACCEPTANCE OF DEFECTIVE WORK OF, IMPROPER
MATERIAL5.
14.THE GENERAL CONTRACTOR 5HALL TAKE OVER AND A55UME ALL
REPON51131LITY OF THE ENTIRE PREM15E5 DURING THE PROGRE55 OF WORK UNTIL
COMPLETION AND ACCEPTANCE 5Y OWNER. CONTRACTOR 5HALL IN5URE AND
KEEP IN5URED AT ALL TIME5 TH15 5UILDING AGAIN5T L055 BY FIRE OR 5TORM,
AND 5HALL PROVIDE AND MAINTAIN ALL PROTECTION5 REQUIRED 5Y THE
GOVERNING LAW5, REGULATION5, RULE5 AND ORDINANCE5 (BUILDER5 K15K
LIABILITY, WORKMAN -5 COMP., ETC.). THE OWNER 5HALL BE EXEMPT FROM ANY
AND ALL DAMAGES OF ANY NATURE DURING THE CON5TRUCTION.
15. UPON NOTIFICATION OF COMPLETION OF THE WORK, THE LA05CAPE
ARCHITECT 5HALL PREPARE A PUNCH L15T OF CORRECTION5, UNSATI5FACTORY
AND/OR INCOMPLETE WORK. FINAL PAYMENT WILL 5E CONTINGENT UPON THE
COiv1PLETION OF THE5E ITEM5 UNDER THE TERM5 OF THE OWNER/CONTRACTOR
AGREEMENT.
NOTE:
1. Stake to first branches a5
necessary for firm Support
2. Wire Shall not touch or rub
adjacent trunks or branches
Note 4:
FLANTING MiX SFECIFICATIONS Rototill existing Soil
to a 6-10" depth. Add 2 parts black hummuo, 1 part Sand.
Lightly till into Soil. Crown min. 6" to center.
2' 1x2" hardwood
stakes driven
firmly a minimum
of 18 into the
subgrade prior to
„� backfilling
3 Mulch
Form Saucer with 3''
continuous rirr
Specified planting mix. Water and
tamp to remove air pockets.
Notes:
1. Final brick oelection to be decided by Homeowner's A000ciation.
Landscape Architect recommends matching brick found in the fence
along Woodcreek Drive for neighborhood continuity,
2. All mortar joints in brick columno to be concave.
2 X BALL DIA.
2 strand 12
guage galy. wire
twisted and
Olncased in rubber
-iooe 6-9" from
top of sta ke. 2
Support wires
Shall be used on
main structural
branches.
Multi -trunk Tree Staking
2) #4 Rebar, verical, Outer edge of
extend 5' above _77,., bell footing r 6"
footing \
(3) 10 rings I
(4) #4 Rebar,
vertical
ocale 1/4" = 11..011
Rowlock Brick Cap, 1" reveal,
mitre corners
One header course
1/2" Reveal
Solider Course
Brick Column Top View and Section
Note:
1. Provide weep holes on the Sldeo of the
plalter but NOT the front by the Sidewalk.
Sign to be 5/4" polished
grallte, (final Stone Selection
by HOA). Attach to brick face
with epoxy.
Rowlock brick cap,
Single brlck wide
One header couroo,1/2" reveal
One Solider h
couroo,1/2 reveal w
Caulked expanSlon joint s
#4 Rebar, vertical, 18"
above footing, 18"X/A
OC
18" 5tirrupS,18" OC
(4) #4 Rebar \ (�
,,— I —
#4 Rebar, 0" OC,5' Bell Footing_
both ways 12" 5tirrupo
Scale 1/4" = 11--011
fine rowlock course around
Slgn opening. Overhang 2"
fi,om wall face to allow for
Sign attachment.
wee below for detail
of wall aid footing.
Backfill planterrith bedmix (See
note #4 on i 1 for planting mix
o pecification6). 1
Private Property
#4 Rebar,
extend 5' above
' footing
/� 4) #4 Rebar-
Footing Detail
i) 10" #4 Ringo
Section through brick Wall with 5ign and Planter
scale 1/4" = 1,_011
.S_
v
7z
S
U
5ubmftalS BY
November 2005 AKH
February 2006 WAK
� 4 ®\�,w®®®�®�
DRAWN�.�
WAK
CHECKED
DATE
FE13 2006
5CALE
Va rico
JOB N0,
SHEET
05 -10
%.,qD
31illOG
OF 2
021
21
M
Water Meter, designated for Claoo 200 FVC piping (315 -For 2") sized
irrigation. Meters must be ordered a5 noted. Schecule 40 FVC fittineo.
and paid for by HOA. College
Station Development Services, o pop up sprinkler head with MFR nozzle, Toro
979-764-3570 570-Z-----12P-S1-FKX. All heads to be installed
j 1" Double-check valve assembly using flexible pipe assemblies Toro 5PFA-585
backflow preventer installed and or Hunter SJ -50F installed into side inlet.
certified per city ordinances. DCVAS
to be installed below ground in o bubNer heads on zone 8 to be TOKO 514-20.
plastic vault. All DCVAS to have 1" Install after trees are planted in retention
ball valve in valve box installed area, and place at the base of each trunk.
upstream For cutoff.
1" electric valve with PC latching Solenoid and
battery operated controller. valve gooemblico
to be Hunter 5VC-100-VALVE. All valves i nC"
round valve box. Flow control on va lveo to be
meticulouolly adjusted to prevent
atomizatione
,,ctric valve notation
precipitation rate (equivalent rain-Fa(I) io
approximately 1.5 in/hr For each zone.
Recommended settings during watering season is
MON-WED-FRI 15-20 minutes/zone
Early am start time such a5 5:00 am
recommended
i
alve size
allon5 per minute IRKIGATION FL,AN
alve number Any �ue5tion5 regarding this irrigation plan,contact prince Irrigation,SCALE: 0 20' �� 6 0
5UbMital5 BY
February 2006 WAK
PP E
e
'o a
L
s�
DRAWN
WAK
CHECKED
DATE
February 2006
SCALE
111=20( - 0"
JOB NO.
SHEET
2
OF
i
24" Brick planter,
'- gee detail �
8'J WW k P
oo c roe rive (50 ROW
astewater ,
—w== —• ..
Exioting Fence
----�- =V- --__ ______________-----------------
+106.6
______ ^__ -
Exiotlne 51Jewal-k ----
+106.6
'--Annual Flowers
--- l�xioting Fence
Main Sign Flan
Scale 118" Plant Leeerd
1 y (2) Crape Myrtle 15 gal. 40 pts. each= 80
0 Lagerotroemia in ica Min. 3 trunks, 1.25" cal. each
Annual Flowers
When pouring
footing, Step
down as
necessary.
when top of fi
footing i5 2"
belowg rade
holiohed Granite Sign for Neighborhood; coordinate granite
Selection with brick Selection. Logo to match existing logo
on other entry Signs in nelghborhood.
Backfill planter with planting mix (See note #4 on
Plant with annual color (see plan).
Tie into
IIU111,
existing
WOOD EEK f e:ri c e
Chadwick tales
I
it
Carry detail of planter through
r F7
column (just thio column)
Brick planter: Top of
planter 15 level.
18" #4 5tirrup5, 18" OC
i
#4 Rebar,
A Brick Flamer and Main 5ion Elevation
continuous
e into existing fence
31-61
24" Tall Brick Fla.nter :One brick wide
Exietirg 50ewaI k, no weep holes
this side of planter
TI e into
_� existing
N fence
Annual flowers
Folished Granite Neighborhood Sign
Existing property line
12" Thick Brick Wall
rick Column
Main Entry Wall and planter I'Ian
5ca le 1/4" = 1'-0"
GENERAL CONDITIONS:
1. CONTRACTOR 15 RESPONSIBLE FOR CHECKING ALL CONTRACT DOCUMENTS,
FIELD CONDITIONS, AND DIMENSIONS FOR ACCURACY AND CONFIRMING THAT
WORK 15 BUILDABLE AS SHOWN BEFORE PROCEEDING WITH BIDS OR
CONSTRUCTION, IF THERE ARE ANY QUESTIONS REGARDING THESE OR OTHER
COORDINATION QUESTIONS, THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING A
CLARIFICATION FROM THE LANDSCAPE ARCHITECT BEFORE PROCEEDING.
2. DETAILS ARE USUALLY KEYED ONLY ONCE (ON THE PLANS OR ELEVATIONS
WHEN THEY FIRST OCCUR) AND ARE TYPICAL FOR SIMILAR CONDITIONS
THROUGHOUT UNLESS OTHERWISE NOTED.
3. DIMENSIONS SHALL GOVERN OVER SCALED INFORMATION. DETAILS SHALL
GOVERN OVER PLANS AND ELEVATIONS. LARGE-SCALE DETAILS SHALL GOVERN
OVER SMALL-SCALE DETAILS. WRITTEN SPECIFICATIONS SHALL GOVERN OVER
ALL.
4. THE CONTRACTOR SHALL BE RE51"ON516LE FOR THE DISTRIBUTION OF
DRAWINGS TO ALL TRADES UNDER HIS JURISDICTION.
5. "TYPICAL" OR "TYP", MEANS IDENTICAL FOR ALL 51MILAR CONDITIONS UNLESS
OTHERWISE NOTED.
6. "VERIFY" OR "VER", MEANS TO ASCERTAIN AND CONFIRM APPLICATIO.N:WITH
ARCHITECT OR VERIFY CONDITION IN FIELD. _-
7. CONTRACTOR SHALL SUBMIT CONFIRMATIONS WITH DELIVERY DATES ON'
ORDERS OF MATERIALS AND EQUIPMENT OF ANY LONG LEAD-TIME ORDER. ANY
SUCH ORDER WILL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE
ARCHITECT FOR P055113LE SUBSTITUTION.
8. IT IS INTENDED THAT THE CONTRACTOR PROVIDE A COMPLETE JOB AND ANY
OMISSIONS IN THESE NOTES OR IN THE OUTLINE OF WORK SHALL NOT BE
CONSTRUED AS RELIEVING THE CONTRACTOR OF SUCH RE5PON5I13ILITIE5IMPLIED
BY SCOPE OF WORK EXCEPT FOR ITEMS SPECIFICALLY NOTED.
9. EXECUTE WORK IN ACCORDANCE WITH ANY AND ALL APPLICABLE LOCAL, STATE
AND FEDERAL CODES, MANUFACTURER'S RECOMMENDATIONS, TRADE AND
REFERENCE STANDARDS INCLUDING BUT NOT LIMITED TO: IBC 2000, ADA, TAS,
NEC, NFPA, ASML, UMC, LATEST ENFORCED EDITIONS.
10. DO NOT PROCEED WITH ANY WORK REQUIRING ADDITIONAL COMPENSATION
BEYOND THE CONTRACT AMOUNT WITHOUT WRITTEN AUTHORIZATION FROM THE
CLIENT/OWNER, FAILURE TO OBTAIN AUTHORIZATION SHALL INVALIDATE ANY
CLAIM FOR EXTRA COMPENSATION,
11. VERIFY IN THE FIELD, THAT NO CONFLICTS EX15T WHICH WOULD PROHIBIT THE
LOCATION OF ANY AND ALL MECHANICAL, TELEPHONE, ELECTRICAL, LIGHTING,
PLUMBING AND SPRINKLER EQUIPMENT (TO INCLUDE ALL REQUIRED PIPING,
SURFACE DRAINAGE, SLEEVES, DUCTWORK AND CONDUIT).
12. GENERAL CONTRACTOR SHALL COORDINATE WITH CLIENT°5 CONTRACTORS
AND PROVIDE ACCESS AT THE APPROPRIATE TIMES TO ALLOW FOR A
CONTINUOUS, UNINTERRUPTED JOB PROGRE55.
13. NO WORK DEFECTIVE IN WORKMANSHIP OR QUALITY OR DEFICIENT IN ANY
REQUIREMENTS OF THE CONTRACT DOCUMENTS WILL BE ACCEPTABLE DESPITE
THE LANDSCAPE ARCHITECT'S FAILURE TO DISCOVER OR POINT OUT DEFECTS OR
DEFICIENCIES DURING CONSTRUCTION, DEFECTIVE WORK REVEALED WITHIN THE
TIME REQUIRED BY GUARANTEES SHALL BE REPLACED BY WORK CONFORMING
WITH THE INTENT OF THE CONTRACT. NO PAYMENT, EITHER PARTIAL OF FINAL,
SHALL BE CONSTRUED AS AN ACCEPTANCE OF DEFECTIVE WORK OR IMPROPER
MATERIALS.
14.THE GENERAL CONTRACTOR SHALL TAKE OVER AND ASSUME ALL
REPONSIBILITY OF THE ENTIRE PREM15E5 DURING THE PROGRESS OF WORK UNTIL
COMPLETION AND ACCEPTANCE BY OWNER. CONTRACTOR SHALL INSURE AND
KEEP INSURED AT ALL TIMES TH15 BUILDING AGAINST LOSS BY FIRE OR STORM,
AND SHALL PROVIDE AND MAINTAIN ALL PROTECTIONS REQUIRED BY THE
GOVERNING LAWS, REGULATIONS, RULES AND ORDINANCES (BUILDERS RISK
LIABILITY, WORKMAN'S COMP., ETC.). THE OWNER SHALL BE EXEMPT FROM ANY
AND ALL DAMAGES OF ANY NATURE DURING THE CONSTRUCTION.
15. UPON NOTIFICATION OF COMPLETION OF THE WORK, THE LANDSCAPE
ARCHITECT SHALL PREPARE A PUNCH LIST OF CORRECTIONS, UNSATISFACTORY
AND/OR INCOMPLETE WORK. FINAL PAYMENT WILL BE CONTINGENT UPON THE
COMPLETION OF THESE ITEMS UNDER THE TERMS OF THE OWNER/CONTRACTOR
AGREEMENT.
NOTE:
1. Stake to first branches a5
nece55ary for firm support
2. Wire Shall not touch or rub
adjacent trunks or branches
Note 4
FLANTING MIX 5FECIFICATION5 Rototill existing Soil
to a 6-10" depth. Add 2 parts black hummu5, 1 part sand.
Lightly till into Soil. Crown min. 6" to center.
2"x2" hardwood
5ta key
driven
firmly a minimum
1 of 18" into the
5ubgrade prior to
"ulch backfilling
M
Form Saucer with 3"
continuous rim
Specified planting mix. Water and
tamp to remove air pockets,
Notes:
1. Final brick Selection to be decided by Homeowner's A000ciation.
Landscape Architect recomme.ndo matching brick found in the fence
along Woodcreek Drive for neighborhood continuity.
2. All mortar joints in brick columns to be concave.
2 Strand
guage galy. wire
twioted and
encased in rubber
hose 6-9" from
top of Stake. 2
Support wires
Shall be used on
main Structural
2 X GALL DIA. branches.
Multi -trunk Tree Staking
2) #4 Rebar, verical s/ -Outer edge of it -all
extend 5' above --bell footing 1'6
footing
5) 10 rings I
4) #4 Rebar,
Vertical
Scale 1/4" = 1'-0"
Rowlock 5rick Cap, 1" reveal,
mitre corners
One header course
1/2" Reveal
Solider Couree
Brick Column Top View, -and Section
5ca le 1/4" = 1'-0"
Note:
BY
1. Provide weep holes on the Sides of the
AKH
planter but NOT the front by the Sidewalk.
WAK
DATE
me rowlock course around
FEB 2006
51gn opening. Overhang 2"
Sign to be 3/4" polished
from wall face to allow for
granite, (final stone Selection
Sign attachment.
by HOA). Attach to brick face
with epoxy.
I
Rowlock brick cap,
ee below for detall
of wall and footing,
single brick wid
One header course, 1/2" reveal
Backfill planter th bedmix (see
One Bolide
note #4 on D for planting mix
couree,1/2 reveal
Specifications . 1
Caulked expanelon joint I`
Private Property
/
#4 Rebar,
is
extend 5' above
#4 Rebar, vertical,tall
I
footing
above footing, 18" 0
� E
�o
s�
18" Stirrup5,18" OC
(4) #4 Rebar \
4) #4 Rebar
/ Footing Detall
3)10" #4 RInge
#4 Rebar, 6" OC, 3' Bell '.Footing—
both ways 12" Stirrups
Section through brick Wall with Sign and Planter
Scale 1/4" = 1'--0"
Submitalo
BY
November:2005
AKH
February 2006
WAK
DATE
i;
FEB 2006
AV
' 0 O
'0000000 0 0000 0000 °0000/
'ALA G 0-
�'0a
00000 OOOOpO 00 0000000
�0 0 /
IS.0°p0p ENOpO ° `�
G �r
c �
DRAWN
p
3 m
WAK
CHECKED
DATE
i;
FEB 2006
2P
Varies
J0B NO.
a a
o �
m °
E E
EE
D5 ,1 U9
� a
m �
OF
2
is
o�
�o
u R
To
� E
�o
s�
s o�
s 3
ss`
I m
4
m
7s� V O
�2
d�
I s �
� E
L
a�
�s
A
L�
41
DRAWN
WAK
CHECKED
DATE
FEB 2006
SCALE
Varies
J0B NO.
SHEET
D5 ,1 U9
OF
2
2'
4"
0 4" Water Meter, designated for Glaoo 200 FVG pip ing (315 for 2") sized
irrigation. Meters must be ordered a5 noted. Schedule 40 PVC fittings.
and paid for by HOA. College
Station Development Services, 0 Fop up sprinkler head with MIIK nozzle, Toro
979-764-3570 570Z-12F-51-FRX. All heads to be. installed
j 1" Double-check valve assembly using flexible pipe assemblies Toro SFFA-585
backflow preventer installed and or Hunter SJ -50C installed into side inlet.
certified per city ordinances. PCVAo
to be installed below ground in o Bubbler heads on zone 8 to be TORO E314-200
plastic vault. All DCVAS to have 1" Install after trees are planted i1ri retention
ball valve in valve box installed area, and place at the base of each trunk.
upstream for cutoff.
1" electric valve with CSC latching Solenoid and
battery operated controller. Valve aooemblieo
to be Hunter SVC -100 -VALVE. All valved i n6"
round valve box. Flow control on valves to be
meticulouolly adjusted to prevent
atomization.
�ctric valve notation
alve oize
precipitation rate (equivalent rainfall) i5
approximately 1.5 in/hr for each zone.
Recommended settings during. watering
MON-WEP-FRI 15-20 minutes/zone
Early am start time such a5 5:00 am
recommended
oeaoon 1:
D
v
affon5 per minute Any re ardin this irrioationplan, 11�K1GP�TION 1�LAN
�Ive number 9 g
contact Prince Irrigation, 979-774-4726 SCALE: � 20' 40' 60
AW
'/ °°
A" N IN° 00 *°A
�/°
00000 0 00 0 0 0 0000000
° °
�� o aVI�
a °°
II�� C�Op�ENS°�oG`�.:
P"WN
MW
CHECKED
DATE
February 2006
6CALE
1"=20' - 0"
JOD N0.
6HEET
21
OF
21
Note: -
/-
Cleanup of Existing Creed to
consist of trimmWaiid/or removing
all dead, miallapen or broken
vegetotW ae well a5 removal of all 23' OC Typ
D 'ar Vines from existing trees,
Gar,
Planter,
_detail®
River Fork for Drainage
Through 5ed
Neohl�orhood Sign aT x
t . X ..,:w• �t
2" Thick E3r!ck Wall
o/le
GENE KALI CONDITIONS:
1. CONTRACTOR 15 RE5PON51
LE FOR CHECKING ALL CONTRACT DOCUMENTS,
FIELD CONDITIONS, AND DIMENSIONS
FOR ACCURACY AND CONFIRMING THAT
WORK IS BUILDABLE AS SHO
N BEFORE PROCEEDING WITH BIDS OR
CONSTRUCTION. IF THERE ARE
ANY QUESTIONS REGARDING THESE OR OTHER
COORDINATION QUESTIONS, THE
CONTRACTOR 15 RESPONSIBLE FOR OBTAINING A
CLARIFICATION FROM THE LA
D5CAPE ARCHITECT-13EFORE'PROCEEDING.
2. DETAILS ARE USUALLY KEYED ONLY ONCE (ON THE PLANS OR ELEVATIONS
WHEN THEY FIRST OCCUR) AND ARE TYPICAL FOR SIMILAR CONDITIONS
THROUGHOUT UNLESS OTHERWISE NOTED.
3. DIMENSIONS SHALL GOVERN OVER SCALED INFORMATION. DETAILS SHALL
GOVERN OVER PLANS AND ELEVATIONS. LARGE-SCALE DETAILS SHALL GOVERN
OVER SMALL-SCALE DETAILS. WRITTEN SPECIFICATIONS SHALL GOVERN OVER
ALL.
4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DISTRIBUTION OF
DRAWINGS TO ALL TRADES UNDER H15 JURISDICTION.
5. "TYPICAL" OR "TYP", MEANS IDENTICAL FOR ALL SIMILAR CONDITIONS UNLESS
OTHERWISE NOTED.
6. "VERIFY" OR "VER", MEANS TO ASCERTAIN AND CONFIRM APPLICATION WITH
ARCHITECT OR VERIFY CONDITION IN FIELD.
7. CONTRACTOR SHALL 5UB1vIIT CONFIRMATIONS WITH DELIVERY DATES ON
ORDERS OF MATERIALS AND EQUIPMENT OF ANY LONG LEAD-TIME ORDER. ANY
SUCH ORDER WILL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE
ARCHITECT FOR POSSIBLE 5U135TITUTION.
8. IT IS INTENDED THAT THE CONTRACTOR PROVIDE A COMPLETE JOB AND ANY
OMISSIONS IN THESE NOTES OR IN THE OUTLINE OF WORK SHALL NOT BE
CONSTRUED AS RELIEVING THE CONTRACTOR OF SUCH RESPONSIBILITIES IMPLIED
BY SCOPE OF WORK EXCEPT FOR ITEMS SPECIFICALLY NOTED.
9. EXECUTE WORK IN ACCORDANCE WITH ANY AND ALL APPLICABLE LOCAL, STATE
AND FEDERAL CODES, MIANUFACTURER'S RECOMMENDATIONS, TRADE AND
REFERENCE STANDARDS INCLUDING BUT NOT LIMITED TO: IBC 2000, ADA, TA5,
NEC, NFPA, A5MC, UMC, LATEST ENFORCED EDITIONS.
10. DO NOT PROCEED WITH ANY WORK REQUIRING ADDITIONAL COMPENSATION
BEYOND THE CONTRACT AMOUNT WITHOUT WRITTEN AUTHORIZATION FROM THE
CLIENT/OWNER. FAILURE TO OBTAIN AUTHORIZATION SHALL INVALIDATE ANY
CLAIM FOR EXTRA COMPENSATION.
11. VERIFY IN THE FIELD, THAT NO CONFLICTS EXIST WHICH WOULD PROHIBIT THE
LOCATION OF ANY AND ALL MECHANICAL, TELEPHONE, ELECTRICAL, LIGHTING,
PLUMBING AND SPRINKLER EQUIPMENT (TO INCLUDE ALL REQUIRED PIPING,
SURFACE DRAINAGE, SLEEVES, DUCTWORK AND CONDUIT).
12. GENERAL CONTRACTOR SHALL COORDINATE WITH CLIENTS CONTRACTORS
AND PROVIDE ACCESS AT THE APPROPRIATETIMESTO ALLOW FOR A
CONTINUOUS, UNINTERRUPTED JOB PROGKE55.
13. NO WORK DEFECTIVE IN WORKMANSHIP OR QUALITY OR, DEFICIENT IN ANY
REQUIREMENTS OF THE CONTRACT DOCUMENTS WILL BE ACCEPTABLE DESPITE
THE LANDSCAPE ARCHITECT'S FAILURE TO DISCOVER OR POINT OUT DEFECTS OR
DEFICIENCIES DURING CONSTRUCTION. DEFECTIVE WORK REVEALED WITHIN THE
TIME REQUIRED BY GUARANTEES SHALL BE REPLACED BY WORK CONFORMING
WITH THE INTENT OF THE CONTRACT. NO PAYMENT, EITHER PARTIAL OF FINAL,
SHALL BE CONSTRUED AS AN ACCEPTANCE OF. DEFECTIVE WORK OR IMPROPER
MATERIALS.
14.THE GENERAL CONTRACTOR SHALL TAKE OVER AND ASSUME ALL
REPON5I13ILITY OF THE ENTIRE PREMISES DURING THE PROGRESS OF WORK UNTIL
COMPLETION AND ACCEPTANCE BY OWNER. CONTRACTOR SHALL INSURE AND
KEEP INSURED AT ALL TIMES TH15 BUILDING AGAINST LOSS BY FIRE OR STORM,
AND SHALL PROVIDE AND MAINTAIN ALL PROTECTIONS REQUIRED BY THE
GOVERNING LAWS, REGULATIONS, RULES AND ORDINANCES (BUILDERS RISK
LIABILITY, WORKMAN'S COMP., ETC.). THE OWNER SHALL BE EXEMPT FROM ANY
AND ALL DAMAGES OF ANY NATURE DURING THE CONSTRUCTION.
15. UPON NOTIFICATION OF COMPLETION OF THE WORK, THE LANDSCAPE
ARCHITECT SHALL PREPARE A PUNCH L15T OF CORRECTIONS, UNSATISFACTORY
AND/OR INCOMPLETE WORK. FINAL PAYMENT WILL BE CONTINGENT UPON THE
COMPLETION OF THESE ITEMS UNDER THE TERMS OF THE OWNER/CONTRACTOR
AGREEMENT.
-5
11.
fi #A
Exioting Sidewalk
g Ramp
Retention Pond and GreenSpace
Woodcreek nrive 60, ROW
River Rock Drainage along fence
(typ) (see detail &
Existing Sidewalk
+106.6
7.0
teel edging
at all bed
termination
points
2" Gas Line
5
A
hcrnwc
Existing Tree
Round Utility Box-\
River Rock for Drainage
Through Bed.,
Existing Sidewalk
MW
Property Line
6" Gas Line
Existing Sidewalk
i
i
f-Keplace, Existing Fence and Gates
to Match Proposed Fence Detailo
4/,,�aco)
yp•)
n
r Y Y Y i
1 3.8 +1
Exioting
Landscaping
SITE, FLAN
SCALE: 0 20' 40' 60
�E UI- 7F'q
AW o °°
0"o °o*�o
°
A'o .o° oo o oo°oo o o 000 0000a000 o®
°° °° °°KWm. ALAN KING
r o o �°°°®
1900
v
o
1
4jj�j �l 1
KA N
AKH
CHECKED
DATE
August 2005
SCALE
111=20' - 0"
JOB NO.
SHEET
(� OF
y
Uj
tL Fs
s
E o
� a
s
S
63
.s
.s o
3
� a
N
ss
•--
k�
�E
• �.
c
.a .0
� E
7�
a�
-
§d
r�
a d
o�
.a E
;s
�o
o�
o
o
r�
�
O
�e
a
%
s°
1
4jj�j �l 1
KA N
AKH
CHECKED
DATE
August 2005
SCALE
111=20' - 0"
JOB NO.
SHEET
(� OF
NOTE:
1. Stake to first branches as
necessary for firm our
2. Wire shall not touch
adjacent trunks or br6-
3" Mulch
Form saucer with 3"
continuous rim
Specified planting mix. Water and
tamp to remove air pockets.
2 X BALL DIA.
Multi -trunk Tree 5ta ki n
Bullrock Drainage Way
2x6 treated pine "backboard"_
2x4 treated Stake, max. 36" 0G. Top of
Stake i5 max. 2" below "backboard"
2-3" layer Shredded red bark mulch
T f
2"x2" hardwood
ota kes driven
firmly a minimum
of 18" into the
oubgrade prior to
backfilling
2 strand 12
guage gals. wire
twisted and
encased in rubber
hose 6-9" from
top of sta ke. 2
support wires
Shall be used on
main structural
branches.
Peeproot Root Barrier p op o //
See
mulch 15 1" //
lJ 8-24-2. 2 below topj/
of Sidewalk %%/% jj Private Propert5y
Existing Sidewalk
•::,..., 311
�•' �C../A../a•../k•. /•�•'ff.'.'.fu-../ems.: atl-•./h, .ls../..`r. � �. iQ. 0.`i./ �. / �. � plc. / _
— — — _� I =__:...\.:::..ao:,:..:::::t..,:.i�;-..\:e .�• ..,;� ;:.-.\:-�.,_ III—III—I I—I I_
I I -I (- I- •::e0.=;.ia,'-+:j�;:j��:o?::4r..4�:6°c;:4�::e:>:4r:: ��:: ae,��: ax°-\, �r:,� 2\ ,.:/..'11 -
t',J -1
= 1= 11= I= I I=III ' "..•,. < < < < < < < < < < (= Native Soil
—I I—III— I I— I I—III— I I \f•:;,em::,`:�: �•,::.�::,�.:.,�:���+>4;:�::�:.�\>:;:�:.. • ...::>�' III—III—III—I
-5--.\.�a.7.a_:.\u.i.ya_� :a_'.o-:J.�::�x•3.\y: �::: i.•�a-.� :•a=:. a•1
5e'e' note #4 for I III= I I=III=
1III=III=III=1 I =III= planting mix -1 see detail 3 I =I =I
Specifications. To be I— for wall and footing =I (I=I
approved by- I III=I
=III1 11= I I=1 I=1 I -Landscape Architect.
1= 1= I-1 I =1 11=1 I ;III , 1 1 1 1 1, ,III , I 1=1 11=1 11=1 11=1 11=1 11=1
' I I=I I=III=III=I I I I Geotextile fabric I—i I I I 111 I I I I I=1 11=I 1=1 I i
i t-1 11=1 I—I 1= 11=1 I I s i
Bed 1'reaaration, Shrub Alantin
and Drainage
5ca l e 1" = 1'--0"
NOTE:
1. Stake above first branches or as necessary for
firm Support.
2. plant so that top of root ball io 3" above the
finished grade.
3. paint all cuts over 1" diameter.
2 Strand twisted 12 guage gale. wire
encased in 1" diameter rubber hose
(1-3) 211x2" treated wooden stakee
driven (min. 18") firmly intc
subgrade
Form 3" sauce
Specified planting mix. Water ainc
tamp to remove air pocketE
Existing 51dewal k
5PREAD
2 X BALL DIA.
Vertical Tree 111a nti ng
5ca l e 1/4" = V-011
Notes:
1. Use Deep Root UB -24-2 Root Barrier panels
2. Installation of Deep Root Tree Barrier:
Dig 18" trench along etire length of sidewalk to be
protected. place the barrier in the trench with the vertical
ribs facing toward the tree and align in a straight line. Use
the sidewalk as a guide and backfill against the barrier to
promote a Smooth fit. The top edge of the barrier must be
at least 2" above grade to ensure that roots do not grow
over the top.
3. See www.de.eproot.com for more details.
round locks
`-Top of deeproot barrier must be at
least 1/2" above grade,
Root barrier Detail
PIMME1X10
Note 4: FLANTING MIX SFECII✓ICATION5
Rototill existing Soil to a 6-10" depth.
Add 2 parts black hummuo, 1 part Sand.
Lightly till into Soil. Crown min. 6" to center.
Landscape points FrovideJ and plant Key
Live Oak
Quercus nigra
16) Wax Myrtle
Myrica cerifera
30 gal 2.0-2.5" cal. 150
15 gal•
Min.
each=4050
40 pts. each
trunko,1.25" cal. each
•��
TOTAL FOINT5 FROVIDED 7810 FOINT5
i
OF
io
so.
oo° o.... o. o........ o
WM. ALAN KING ;0
®oo°oo° o o 0000 o®
�4 r ° 1900 ° l—®
yw ° ° v
i � o° Ooo
0>1
DKA r
AKN
CHECKED
DATE
August 2005
SCALE
va ries
J05 NO.
SHEET
2
OF
(56)Grape Myrtle
15 6al.
40 pto. each=
2240
Lagorotroemla indica
Min. 3
trunks, 1.25" cal. each
(24) Compact Nandina
5 gal.
10 pto. each=
240
Nandina compacta
�
68 Indian Hawthorne
( )
'Clara' S
1. to each
a 10p
680
Raphiolerio indica
(135) Annual Color
4" roto 0 pts each=
0
(to be Selected based on 5ea50n
of installation)
(1375)_Aoian Jasmine
1 dal.
0 pts each=
0
Trachleoopernum aoiaticum
TOTAL FOINT5 FROVIDED 7810 FOINT5
i
OF
io
so.
oo° o.... o. o........ o
WM. ALAN KING ;0
®oo°oo° o o 0000 o®
�4 r ° 1900 ° l—®
yw ° ° v
i � o° Ooo
0>1
DKA r
AKN
CHECKED
DATE
August 2005
SCALE
va ries
J05 NO.
SHEET
2
OF
�,��,�V 1�I�v�-f-v� ��,� �/l���t �►�t�, �,or't:���."�'�P��/7i:�/ 7�1
Scale 1/4'' = 1'-0"
24" Tall Brick planter, One brick wide
Existing Sidewalk, no weep holes
this side of planter
Froposed
new fence
Remove and replace - -
existing fence with new\_Exiotitig property line
proposed fence. Top iS 12" Thick Brick Wall
level. Step down as
rieceooary when bottom ouble Brick Column
of fence is a maximum
of 6" above grade.
g�Main Entry Wall a_nd planter flan
Scale 1/4" - 1'-0"
Notes:
1. Final brick Selection to be decided by Homeowner's
A000ciatione Landscape Architect recommends
matching brick found in the -Fence along Woodcreek
Drive for neighborhood continuity.
2. All mortar joints in brick columns to be concave.
ion
2" clearance min.
Note: Before Setting fence levels, measure total
difference in fence elevation between Section beginning
and end. Distribute difference evenly among fence panels
(excluding panel on uphill Side) and Step down fence
panels a5 appropriate. Minimum distance off the ground
i5 2" and the maximum iS 6".
,--(3) 2x4 Stringers, treated pine
(2) 1/2" J --Bolt anchors in columns
A. , it T . „ , ►- ,. ,.. .., .,,- �-
6" clearance max. —I J
2" clearance min.
brick Column and Wooden Fence Elevatior
ock Brick Cap, 1" reveal,
e corners
header course
Reveal
der Course
Rl-Me' ('nh imh Tnh ViP.IA/ IMA
---/ Note:
1. provide weep hol e5 on the Sides of the
planter but NOT the front by the sidewalk.
2. Sign is attached by a mason with
masonry bo[t5 and mortar.
Kowlock brick cap,
Single brick wide -�
One header course, 1/2" reveal
One Solider
course, 1/2 reveal
Caulked expansion joint
I•F 1I1-17 L1: 111�.1111T�111F�111
#4 Rebar, vertical, 18"'
above footing, 18" OC-
18" 5ti rru p5, 18" OC_
-1 I I. 11-111-11 E., 11
(4) #4 Ke ba r -t
5ca l e 3/4" = 1'-0"
One rowlock course around
sign opening. Overhang 2"
from wall. face to allow for
Sign attachment.
/--SeeG-5ee 3 for wall
and footing detail
private Property
"''',�.,''.f.f.;'�'•i't�:�;:''=�i,`;;``:.>r' ?, h�, F;,,,; ��:�;,a,, ,.�;�:;,,;�}.1:�r:; :,�;; fi<<: ..s.':
- �� I-11►=1 I I =1 I I� I I I-1 I I� I I I-1 I I-1 I° .�. �`.
III I I I=1 11=1 1=1 11=1 11=1 1 1=1 I I . -11 I-1 11=1 11=1 11=1 11=1 I I—I 11
1= ' -I 11=1 I I III—I 11=1 I I—I I I- I I I=1 11=1 11=1 11=1 11=1_I 1=1 11=1 11=
III i t I—III—III—III—III—III=1 I e I I=1 I I=1 I I=1 11=1 I I—III—I 11=1 i
1 i 1 I F1 11=1 I I I I 1=1 11=1 11=1 I 1=1 11=1 11-1 I F1 11=1 I H I I
ka I I-1 11=1 1=1 I I-1 11-1 I I° 11=1 I I—I 11=1 11=1 11-111-11�1 11=1 I I—I 1=1 11=1 I I—I I .1 11=1 11=1 I I—I 11=1 11=1 11-
111—I I Ed 111=1 1=1 I I—I 11=111--1 I i-1 1-11 I—i1i—III—i i 1—i I i—I 1-11 i-111-1 i 1--
1=1 11=1 I I I 1=1 I I I1—Iii=1 i 1—I i 1=1' I-1 i 1—I i 1=1 i 1=1 i 1-1 11=1 11=1 11=1
-I I1=1I I—I —111—I 1- ackfill planter with bed mix (See =111=1I1=111—
F1 11=1 11= F1_I El II 11=1 11=111=1
111=111=1I I— II-1II-note #4 on Sheet 2 for planting =111—III=111-
—III—III—III III=11mix s ecifications TI=III�,III-
-I I I -I 11=1 I I -III III- p )• =1 1I -
II
-1 I I -I 11=1 11-I 11-1 1=1 11��� 1 11, ; 1 I I ��� 111„1 11,, 1 I 1�� 1 I 1=1 11 � 1 11-' '
1-1 11=1 11=1 11=1 11= I- I -III -I I-
-III=1 I 1=111=111=1 I I= #4
Kebar, 6" OC,911_11
1'
1=111-111-111=111=111
both wa s
-III—III—III—III—III— y -
i=i i i=1 i I—i i 1=i i 1—Iii—► I I—III—III—III—I I ►-
1I I_I I I—I I I_I 11—I I I -111=I I I= I I I=111=11 1-
-�1=-
E Section through brick Wall with Sign and planter
3 Scale 1/2" 1'-0"
Scale 1/2'' = 1'-(
1/2" Reve�
1x2 Tri
1x6 Gedai
Fence Board
ackoide of cap ie
uoh with post
i
5tringero (3 total)
Treated pine
uter edge of
(2) #4 Rebar, be,[[ footing
verical, extend 5'
above foot'
\ 'l
/ 3)10 if rings
4) #4 Ke ba r,
vertical
H Footing Top View
�5 ) 5ca [e 1/2'' = 1'-0"
Fill cavity with mortar
#4 Kebar, vertical, extend
5' above footing
Deeproot Koot barrier
UB -24-2. See detail
I J viii ruut/m
5ca le 1" = 1'--0"
8" Mortar joint
16"x16" Brick
Column with
1811x18" Cap, 1"
reveal all Sides
See Note #1 for brick Selection;
Note #2 for rake Specification.
#4 Kebar,
extend 5' above
footing
4) #4 Rebar
-III ;1111111_IIIIIIIIIIIIIIIIIlllj11111 ;.IIS=' 3) 10" #4 Kings
i I
brick Column sect on and Footing Detail
Scale 1/2" = 1'^0"
e
�Z
,U— d ai ■
DRAWN
AKH
CHECKED
DATE
August 2005
SCALE
varies
Job NO.
SHEET
OF
o[ished Granite Sign for
Double Brick
Neighborhood; by others.
Column (See plan)
ackfill planter with planting mix (see
note #4 on page 2). plant with annual
color (See plan).
11VII
rick planter. Top of
2'-'"
1
�
U0
planter i5 level
ep[ace existing wooden fence
to match proposed fencing
'
located along Woodcreek Drive
When pouring
ti
footing, Step down
18" #4 Stirrups, 181' OC
as necessary
when top of footing
4) #4 Rebar,
iS 2" below grade
continuous
�,��,�V 1�I�v�-f-v� ��,� �/l���t �►�t�, �,or't:���."�'�P��/7i:�/ 7�1
Scale 1/4'' = 1'-0"
24" Tall Brick planter, One brick wide
Existing Sidewalk, no weep holes
this side of planter
Froposed
new fence
Remove and replace - -
existing fence with new\_Exiotitig property line
proposed fence. Top iS 12" Thick Brick Wall
level. Step down as
rieceooary when bottom ouble Brick Column
of fence is a maximum
of 6" above grade.
g�Main Entry Wall a_nd planter flan
Scale 1/4" - 1'-0"
Notes:
1. Final brick Selection to be decided by Homeowner's
A000ciatione Landscape Architect recommends
matching brick found in the -Fence along Woodcreek
Drive for neighborhood continuity.
2. All mortar joints in brick columns to be concave.
ion
2" clearance min.
Note: Before Setting fence levels, measure total
difference in fence elevation between Section beginning
and end. Distribute difference evenly among fence panels
(excluding panel on uphill Side) and Step down fence
panels a5 appropriate. Minimum distance off the ground
i5 2" and the maximum iS 6".
,--(3) 2x4 Stringers, treated pine
(2) 1/2" J --Bolt anchors in columns
A. , it T . „ , ►- ,. ,.. .., .,,- �-
6" clearance max. —I J
2" clearance min.
brick Column and Wooden Fence Elevatior
ock Brick Cap, 1" reveal,
e corners
header course
Reveal
der Course
Rl-Me' ('nh imh Tnh ViP.IA/ IMA
---/ Note:
1. provide weep hol e5 on the Sides of the
planter but NOT the front by the sidewalk.
2. Sign is attached by a mason with
masonry bo[t5 and mortar.
Kowlock brick cap,
Single brick wide -�
One header course, 1/2" reveal
One Solider
course, 1/2 reveal
Caulked expansion joint
I•F 1I1-17 L1: 111�.1111T�111F�111
#4 Rebar, vertical, 18"'
above footing, 18" OC-
18" 5ti rru p5, 18" OC_
-1 I I. 11-111-11 E., 11
(4) #4 Ke ba r -t
5ca l e 3/4" = 1'-0"
One rowlock course around
sign opening. Overhang 2"
from wall. face to allow for
Sign attachment.
/--SeeG-5ee 3 for wall
and footing detail
private Property
"''',�.,''.f.f.;'�'•i't�:�;:''=�i,`;;``:.>r' ?, h�, F;,,,; ��:�;,a,, ,.�;�:;,,;�}.1:�r:; :,�;; fi<<: ..s.':
- �� I-11►=1 I I =1 I I� I I I-1 I I� I I I-1 I I-1 I° .�. �`.
III I I I=1 11=1 1=1 11=1 11=1 1 1=1 I I . -11 I-1 11=1 11=1 11=1 11=1 I I—I 11
1= ' -I 11=1 I I III—I 11=1 I I—I I I- I I I=1 11=1 11=1 11=1 11=1_I 1=1 11=1 11=
III i t I—III—III—III—III—III=1 I e I I=1 I I=1 I I=1 11=1 I I—III—I 11=1 i
1 i 1 I F1 11=1 I I I I 1=1 11=1 11=1 I 1=1 11=1 11-1 I F1 11=1 I H I I
ka I I-1 11=1 1=1 I I-1 11-1 I I° 11=1 I I—I 11=1 11=1 11-111-11�1 11=1 I I—I 1=1 11=1 I I—I I .1 11=1 11=1 I I—I 11=1 11=1 11-
111—I I Ed 111=1 1=1 I I—I 11=111--1 I i-1 1-11 I—i1i—III—i i 1—i I i—I 1-11 i-111-1 i 1--
1=1 11=1 I I I 1=1 I I I1—Iii=1 i 1—I i 1=1' I-1 i 1—I i 1=1 i 1=1 i 1-1 11=1 11=1 11=1
-I I1=1I I—I —111—I 1- ackfill planter with bed mix (See =111=1I1=111—
F1 11=1 11= F1_I El II 11=1 11=111=1
111=111=1I I— II-1II-note #4 on Sheet 2 for planting =111—III=111-
—III—III—III III=11mix s ecifications TI=III�,III-
-I I I -I 11=1 I I -III III- p )• =1 1I -
II
-1 I I -I 11=1 11-I 11-1 1=1 11��� 1 11, ; 1 I I ��� 111„1 11,, 1 I 1�� 1 I 1=1 11 � 1 11-' '
1-1 11=1 11=1 11=1 11= I- I -III -I I-
-III=1 I 1=111=111=1 I I= #4
Kebar, 6" OC,911_11
1'
1=111-111-111=111=111
both wa s
-III—III—III—III—III— y -
i=i i i=1 i I—i i 1=i i 1—Iii—► I I—III—III—III—I I ►-
1I I_I I I—I I I_I 11—I I I -111=I I I= I I I=111=11 1-
-�1=-
E Section through brick Wall with Sign and planter
3 Scale 1/2" 1'-0"
Scale 1/2'' = 1'-(
1/2" Reve�
1x2 Tri
1x6 Gedai
Fence Board
ackoide of cap ie
uoh with post
i
5tringero (3 total)
Treated pine
uter edge of
(2) #4 Rebar, be,[[ footing
verical, extend 5'
above foot'
\ 'l
/ 3)10 if rings
4) #4 Ke ba r,
vertical
H Footing Top View
�5 ) 5ca [e 1/2'' = 1'-0"
Fill cavity with mortar
#4 Kebar, vertical, extend
5' above footing
Deeproot Koot barrier
UB -24-2. See detail
I J viii ruut/m
5ca le 1" = 1'--0"
8" Mortar joint
16"x16" Brick
Column with
1811x18" Cap, 1"
reveal all Sides
See Note #1 for brick Selection;
Note #2 for rake Specification.
#4 Kebar,
extend 5' above
footing
4) #4 Rebar
-III ;1111111_IIIIIIIIIIIIIIIIIlllj11111 ;.IIS=' 3) 10" #4 Kings
i I
brick Column sect on and Footing Detail
Scale 1/2" = 1'^0"
e
�Z
,U— d ai ■
DRAWN
AKH
CHECKED
DATE
August 2005
SCALE
varies
Job NO.
SHEET
OF
OF
ov.° °
o0000000°00000000000000a o®
®°°°°°°WM. ALAN KING
000°.o00°o°
f r o° 1900 .1.
°v
CEN F.Oo �4"
OS S
��i cgpe °PRCj -mv
A r
AKH
CHECKED
DATE
August 2005
SCALE
1"=20' - 0"
Job No.
SHEET
4 -
OF
4-00