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00
40
SILT FENCING
F 3J4" COMPACTED CRUSHED DURING CONST.
,STONE
PROPOSED STEEL EDGE
...,DISTURBED SUB -GRADE
PAVER WALKWAY
NOT TO SCALE
SOA
EXISTING SWALE
PROPOSED SWALE OVERFLOW
PROPOSED FLAGSTONE SURFACE
SAME ELEVATION OF PAVILION FLOOR
PROPOSED CRUSHED
GRANITE SURFACE_
PROPOSED AERAT
i l
- EXISTING PAVILION __ -
268-6".FF. ` - PROPOSED POND
ledS
= PROPOSED FLAGSTONE BORDER
PROPOSED FLAGSTONE SURFACE '
SAME ELEVATION OF PAVILION FLOOR . .
SWPPl-03
0
PROPO
FLAGSTONE PA
SANITARY SEWER
V.Z.z.]
EXISTING CONC. SIDEWALK
�f
PROPOSED PLANTER BED
GALVANIZED METAL ROOF PA
GALVANIZED METAL
WALL PANELS
EXISTING PA
ADMINISTRAI
BUILDING
PROPOSED PLANTER BED
PROPOSED CONC. MOWSTRIP
• �--EXISTING PAVER SIDEWALK \
\,Owe
EXISTING OUTLET \
- PIPE FLOW LINE -_
ELEVATION 98' -
pH
l �
I �
EXISTING PARKING LOT I
GENERAL NOTES.-
OTES:ALL
2"X4" WIRE MESH
FASTENED TO T=POST
ALLROOF & GROUND MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED
SEDIMENT CONTROL FABRIC
FROM VIEW OR ISOLATED SO AS NOT TO BE VISIBLE FROM ANY PUBLIC ROW
FASTENED SECURELY TO
OR RESIDENTIAL DISTRICT WITHIN 150' OF THE SUBJECT LOT,MEASURED FROM
T -POST & WRE MESH
METAL T -POST
8" OF FILTER FABRIC TO EXTEND
AS REO'D. TO MAINTAIN.
INTO A TRENCH AND BE ANCHORED
SPACED 6' APART
WITH COMPACTED BACK FILL
OF THE UNIFIED DEVELOPMENT ORDINANCE.THE LIGHT SOURCE SHALL NOT DIRECTLY
ALLOW 2.5 TO 5' AT TOE OF
SILTFENCE AND/OR
SLOPE FOR SEDIMENT TO
HAY BALES TO BE
ACCUMULATE. ALIGN FENCE
USED IN AREAS OF
ALONG SLOPE CONTOURS.
DRAINAGE FLOW.
OF FLOW
NATURAL GROUND
OIREO��,N
LOT SETBACK,RIGHTS OF WAY,AND ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION.
-,_..._
4"X4" MIN. TRENCH t -
4 ��
�
—
SILT FENCE
ASSEMBLY
SWPPl-03
0
PROPO
FLAGSTONE PA
SANITARY SEWER
V.Z.z.]
EXISTING CONC. SIDEWALK
�f
PROPOSED PLANTER BED
GALVANIZED METAL ROOF PA
GALVANIZED METAL
WALL PANELS
EXISTING PA
ADMINISTRAI
BUILDING
PROPOSED PLANTER BED
PROPOSED CONC. MOWSTRIP
• �--EXISTING PAVER SIDEWALK \
\,Owe
EXISTING OUTLET \
- PIPE FLOW LINE -_
ELEVATION 98' -
pH
l �
I �
EXISTING PARKING LOT I
GENERAL NOTES.-
OTES:ALL
ALLROOF & GROUND MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED
�.
FROM VIEW OR ISOLATED SO AS NOT TO BE VISIBLE FROM ANY PUBLIC ROW
✓�'.+
OR RESIDENTIAL DISTRICT WITHIN 150' OF THE SUBJECT LOT,MEASURED FROM
`;s
A POINT FIVE FEET ABOVE GRADE.SUCH SCREENING SHALL BE COORDINATED WITH
THE BLDG.ARCHITECTURE AND SCALE TO MAINTAIN A UNIFIED APPEARANCE.
qnd
EXTERIOR BLDG. & SITE LIGHTING WILL MEET THE STANDARDS OF SECTION 7.10
Sre On S�
OF THE UNIFIED DEVELOPMENT ORDINANCE.THE LIGHT SOURCE SHALL NOT DIRECTLY
PROJECT LIGHT HORIZONTALLY.FIXTURES WILL BE MOUNTED IN SUCH AMANNER THAT
f
THE PROJECTED CONE OF LIGHT DOES NOT CROSS ANY PROPERTY LINE.
4
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100% OF GROUNDCOVER,DECORATIVE PAVING,DECORATIVE ROCK(NOT LOOSE),OR A PERENNIAL
v
GRASS IS REQUIRED IN PARKING LOT ISLANDS,SWALES AND DRAINAGE AREAS,THE PARKING
LOT SETBACK,RIGHTS OF WAY,AND ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION.
_ \
A PORTION OF THIS PROPERTY IS LOCATED WITHIN THE FLOODPLAINXEMA FLOODPLAIN MAP #48041CO163C
PROPOSED CONC.
MOWSTRIP
df—
l'i
III
PROPOSED WATER
HARVESTING TANK
NOT TO SCALE
INSTALL APROXIMATELY
70 LFT. OF LIMESTONE
COLORED CONTINENTAL,
CAPSTONE RE: SPECS
INSTALL APROXIMATELY
SOFT. OF LIMESTONE WALL.
WALL TO MATCH PARKS
OFFICE BUILDING
PROPOSED
SIDEWALK PA
8
3/16 =1'-O°
iiX u 36" PAPER SIZE
t
DATE: SEPT. 2(
PROJECT MANAI
DAVID WOOL
(979) 764-388
REVISIONS:
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DATE: SEPT. 2(
PROJECT MANAI
DAVID WOOL
(979) 764-388
REVISIONS:
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--/ANCHOR BOLT
CHORD
S $ d
° G ,7
CONCRETE FOUNDATION
21' DIAMETER
° • CONCRETE FOUNDATION GALVANIZED METAL -�
21' DIAMETER WALL PANELS
B
ANCHOR FRONT
C
BOLT
DIAMETER ANCHOR
BOLT LIMESTONE WALL
RADIUS ° O MATCH PARKS
OFFICE BUILDING
d
/ 1" SPACING FROM WATER TAN
TO CONCRETE RETAINING WALL
LIMESTONE WALL TO
BE 6" IN THICKNESS
°.•.a •
CONCRETE RETAINING WALL
'a TO BE 9" IN THICKNESS
d
l �e
GALVANIZED METAL ROOF PANELS
FOUNDATION PLAN
n
INSTALL APROXIMATELY
70 LFT. OF LIMESTONE
COLORED CONTINENTAL -
CAPSTONE RE: SPECS
RE -BAR #4
12" O.C. BOTH WAYS
9" CONCRETE
RETAINING WALL -
LIMESTONE WALL
TO HAVE WALL TIES -
18" OC. BW.
3/4" WEEP HOLES 4' OC.
THROUGH CONCRETE WALL
AND MASONRY WALL
Al
#4 TIES @ 18" C -C
3"
4-#6 BARS
I ---2'--I
SECTION A -A:
WITH ANCHOR BOLTS EMBEDDED
PRIOR TO CONCRETE PLACEMENT
PAVILION POND WATER SUPPLY
PKLOT WATER SUPPLY
POND WATER SUPPLY
OVERFLOW PIPE
LOCKOUT
d a 1' i ••
NOTE: MAINTAIN A MINIMUM OF
3" OF COVER TO SIDE OF PIER.
i
RE -BAR #4
12" O.C. BW.
CONCRETE SLAB
WITH FOOTING
/—ANCHOR
BOLT
RETE FOUNDATION
AMETER
AGE TANK
AMETER
PIER
WALL HEIGHT
VARIES
1Y�11J
fROO
2" WATER SUPPLY PIPE,
FROM POND, IN TANK
2" WATER SUPPLY PIPE, FROM PKLOT
SUMP PUMP (INTERIOR STANDPIPE)
BACK
3/4" WEEP HOLES 4' OC.
THROUGH CONCRETE WALL
AND MASONRY WALL
WATER SORAGE TANK
RE: SPECS FOR MODEL
6" OVERFLOW PIPE (INTERIOR STANDPIPE)
SCK
4TROLLER
NUMBER LEGEND
1. SUBMERSIBLE PUMP
2. GT UL LISTED PUMP &
RWH CONTROLLER- FLUSH MOUNT
CONTROLLER INTO STONE FACADE,
& ATTACH TO CONCRETE WALL
3. PUMP POWER SUPPLY
(ALL POWER LINES TO BE
ENCASED IN ELECTRICAL CONDUIT)
4. LOW LEVEL FLOAT SWITCH
S. SECONDARY WATER
SUPPLY FLOAT SWITCH
6. PUMP DISCHARGE LINE -
SECURE TO TANK
7. CONTROL CONDUIT & WIRING
B. PUMP DISCHARGE
UNION/FLANGE
9. PITLESS ADAPTER -LOCATE
UNDER ACCESS HATCH
NOTES:
1. SIDEWALK PLACEMENT SHALL BE IN ACCORDANCE WITH B/CS UNIFIED DESIGN GUIDELINES.
2. FINISH: LIGHT BROOM FINISH. JOINTS TO BE TOOLED 1" DEEP @ 4' INTERVALS. EXPANSION JOINTS @ 60' O.C.,
CONTRACTION JOINTS @ 4' O.C.
3. DOWEL IN AND TIE TO ANY CONCRETE STRUCTURE ADJACENT TO SIDEWALK (DRIVEWAY, INLET BOX, CURB, JUNCTION BOX, ETC.)
WITH #3 x 12" BARS @ 12" O.C. OR #4 x 12" BARS @ 18" O.C.
4. COMPACTION: COMPACTED SUBGRADE MATERIAL COMPACTED TO A DENSITY AT LEAST 98% OF MAXIMUM DRY DENSITY AS
DETERMINED BY PROCTOR COMPACTION TEST ASTM D698 (STANDARD) AND SHALL BE 0-4% WET OF THE OPTIMUM MOISTURE CONTENT
5. A MINIMUM CLEAR PEDESTRIAN WIDTH AS DEFINED BY TAS AND ADA SHALL BE PROVIDED FOR ENTIRE LENGTH OF SIDEWALK.
6. ALL PIPE T BE SCH. 40 PVC
CLE
FLANGE
GLUE OR WELD
BOOT FLANGE
TO MAIN LINER
PRELINER —
STS
LINER BOOT
PIPE EXTERNALLY
SUPPORTED
TOP OF CONCRETE
PIPE COUPLING
a
PIPE INSTALLED
IN COUPLING
SEALANT BETWEEI
PIPE AND BOOT
SIN LINER PRELINER
.::.
PRER NER
STAINLESS STEEL
SCREW CLAMP
1
OUTOR FLAN E j
I,
j
PENETRATIl
FLANGE SET THROUGH TANK FLOOR
PRELINER II
INNER
FLANGE
LINER
PRELINER —�
STAINLESS
CLAMP 7
'iSEAL
010
PROJECT MA
DAVID WOOD
AGER•
(979)764-3
88
REVISIONS:
PLATI
LINER BOOT
OUTER
MAIN FLANGE
MAIN
LINER
LINER
LINER BOOT
WITH FLANGE SUPPdjRT
AT TANK WALLS
INNER
FLANGES
OUTER
FLANGE MAIN OI
LINER FL
i
I
I'
PRESSURE PIPE
Ii
THROUGH FLANGE SET
I�
,i
ii
PENETRATION
I
FLANGE SET THROUGH TANK WALL
'I
T TO
A4
'i
i
I I
LINER BOOT
PLACED OVER
PIPE
INNER FLANGE
MAIN
ALLED
i FLANGE
E
OUTER FLANGE
WITH SEAL PLATE
:ALE
36" PAPER SIZE
DATE: JUNE
010
PROJECT MA
DAVID WOOD
AGER•
(979)764-3
88
REVISIONS:
SHEET:
6
OF 6
10,
iV °
PAVILION
TEXI
ATEG BALD HA VES ING
� CYPRESS TREE
I.
POND
I / EXISTING BALD
PRESS TREE
Ot
l
:oo
L1
0
RK
L"N't M0 10
x
N
1A
3' OC.
ELEVATE PLANTER 3" ABOVE FLAGSTONE
LANDSCAPE LE
3 30(G) D
I�
TIS CREPE MYRTLE
p
tri
•
3/16 =1'-0"
36" PAPER SIZE
n
•
DATE: JUNE
PROJECT MA
DAVID W
(979)764-3
REVISIONS:
2010
AGER:
;OD
888
SHEET:
SILT FENCING
DURING CONST.
PROPOSED STEEL EDGE — —
PROPOSED FLAGSTONE SURFACE
SAME ELEVATION OF PAVILION FLOOR
Q
PROPOSED CRUSHED
GRANITE SURFACE
EXISTING SWALE
r— PROPOSED SWALE OVERFLOW
PROPOSED AERAT
PAVILION '' = = .: PROPOSED POND
268'-6" FF.
PROPOSED FLAGSTONE SURFACE
'SAME ELEVATION OF PAVILION FLOOR . .
EXISTING PARKING LOT
PROPOSED FLAGSTONE
WOOD
EXISTING CONIC. SIDEWALK
EXISTING OUTLET
/ \\`'68
1 \
ZEDI G
PROPOSED
SIDEWALK PAVER
PROPOSED
FLAGSTONE PATIO
a
PROPOSED PLANTER BED _
PROPOSED CONC,MOWSTRIP
EXISTING PAVER SIDEWALK
GENERAL NOTES:
ALL ROOF & GROUND MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED
FROM VIEW OR ISOLATED SO AS NOT TO BE VISIBLE FROM ANY PUBLIC ROW
OR RESIDENTIAL DISTRICT WITHIN 150' OF THE SUBJECT LOT,MEASURED FROM
A POINT FIVE FEET ABOVE GRADE.SUCH SCREENING SHALL BE COORDINATED WITH
THE BLDG.ARCHITECTURE AND SCALE TO MAINTAIN A UNIFIED APPEARANCE.
PROPOSED PLANTER BED I
EXTERIOR BLDG. & SITE LIGHTING WILL MEET THE STANDARDS OF SECTION 7.10
OF THE UNIFIED DEVELOPMENT ORDINANCE.THE LIGHT SOURCE SHALL NOT DIRECTLY
PROJECT LIGHT HORIZONTALLY.FIXTURES WILL BE MOUNTED IN SUCH A MANNER THAT
THE PROJECTED CONE OF LIGHT DOES NOT CROSS ANY PROPERTY LINE.
100% OF GROUNDCOVER,DECORATIVE PAVING,DECORATIVE ROCK(NOT LOOSE),OR A PERENNIAL
GRASS IS REQUIRED IN PARKING LOT ISLANDS,SWALES AND DRAINAGE AREAS,THE PARKING
LOT SETBACK,RIGHTS OF WAY,AND ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION.
A PORTION OF THIS PROPERTY IS LOCATED WITHIN THE FLOODPLAINXEMA FLOODPLAIN MAP 4 48041CO163C
40
A.
PROPOSED: CONC.
MOWST(tIP -�
111
PROPOSED
SIDEWALK PAVE!
c
lc .
v
4 36 PAPER SIZE
W
2"X4" WIRE MESH
FASTENED TO T=POST
SEDIMENT CONTROL FABRIC
',.
FASTENED SECURELY TO
�
T -POST & WIRE MESH
METAL T -POST
B" OF FILTER FABRIC TO EXTEND
AS REO'D. TO MAINTAIN.
INTO A TRENCH AND BE ANCHORED
SPACED 6' APART
WITH COMPACTED BACK FILL
ALLOW 2.6' AT TOE OF
AT
'.. SILT FENCE AND OR
SLOPE FOR TO
HAY BALES TO BE
ACCUMULATE. ALIGN FENCE
USED IN AREAS OF
DRAINAGE FLOW
ALONG SLOPE CONTOURS.
OF SOW
NATURAL GROUND
UICi1
,. . , .,
4"
4"X4" MIN. TRENCH
4"
SILT FENCE
ASSEMBLY
SWPPl-03
EXISTING OUTLET
/ \\`'68
1 \
ZEDI G
PROPOSED
SIDEWALK PAVER
PROPOSED
FLAGSTONE PATIO
a
PROPOSED PLANTER BED _
PROPOSED CONC,MOWSTRIP
EXISTING PAVER SIDEWALK
GENERAL NOTES:
ALL ROOF & GROUND MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED
FROM VIEW OR ISOLATED SO AS NOT TO BE VISIBLE FROM ANY PUBLIC ROW
OR RESIDENTIAL DISTRICT WITHIN 150' OF THE SUBJECT LOT,MEASURED FROM
A POINT FIVE FEET ABOVE GRADE.SUCH SCREENING SHALL BE COORDINATED WITH
THE BLDG.ARCHITECTURE AND SCALE TO MAINTAIN A UNIFIED APPEARANCE.
PROPOSED PLANTER BED I
EXTERIOR BLDG. & SITE LIGHTING WILL MEET THE STANDARDS OF SECTION 7.10
OF THE UNIFIED DEVELOPMENT ORDINANCE.THE LIGHT SOURCE SHALL NOT DIRECTLY
PROJECT LIGHT HORIZONTALLY.FIXTURES WILL BE MOUNTED IN SUCH A MANNER THAT
THE PROJECTED CONE OF LIGHT DOES NOT CROSS ANY PROPERTY LINE.
100% OF GROUNDCOVER,DECORATIVE PAVING,DECORATIVE ROCK(NOT LOOSE),OR A PERENNIAL
GRASS IS REQUIRED IN PARKING LOT ISLANDS,SWALES AND DRAINAGE AREAS,THE PARKING
LOT SETBACK,RIGHTS OF WAY,AND ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION.
A PORTION OF THIS PROPERTY IS LOCATED WITHIN THE FLOODPLAINXEMA FLOODPLAIN MAP 4 48041CO163C
40
A.
PROPOSED: CONC.
MOWST(tIP -�
111
PROPOSED
SIDEWALK PAVE!
c
lc .
v
4 36 PAPER SIZE
W
atF
W
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HLIJ�
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o.
p
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W
V
DATE: JUNE 20
PROJECT MANA
DAVID WOOI
(979) 764-388
REVISIONS:
SHEET:
OF 1
SILT rT.NCING
DURING CONST.
PROPO:;ED STEEL EDGE
• SOA
PROPOSED FLAGSTONE SURFACE
SAME ELEVATION OF PAVILION FLOOR J
PROPOSED CRUSHED
GRANITE SURFACE
ING SWALE
PROPOSED SWALE OVERFLOW
PROPOSED AERAT
PAV I I .. : PROPOSED POND
268
Ast
PROPOSED FLAGSTONE BO
PROPOSED FLAGSTONE SURFACE `
SAME ELEVATION OF PAVILION FLOOR . .
WOOD
EXISTING CONIC. SIDEWALK
0
EXISTING OUTLET
W/PIPE FLOW LINE
ELEVATION 98'
PROPOSED
FLAGSTONE PATIO
PROPOSED PLANTER BED
PROPOSED CONC. MOWSTRIP
EXISTING PAVER SIDEWALK
GENERAL NOTES:
ALL ROOF & GROUND MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED
FROM VIEW OR ISOLATED SO AS NOT TO BE VISIBLE FROM ANY PUBLIC ROW
OR RESIDENTIAL DISTRICT WITHIN 150' OF THE SUBJECT LOT,MEASURED FROM
A POINT FIVE FEET ABOVE GRADE.SUCH SCREENING SHALL BE COORDINATED WITH
THE BLDG.ARCHITECTURE AND SCALE TO MAINTAIN A UNIFIED APPEARANCE.
PROPOSED PLANTER BED
EXTERIOR BLDG. & SITE LIGHTING WILL MEET THE STANDARDS OF SECTION 7.10
OF THE UNIFIED DEVELOPMENT ORDINANCE.THE LIGHT SOURCE SHALL NOT DIRECTLY
PROJECT LIGHT HORIZONTALLY.FIXTURES WILL BE MOUNTED IN SUCH A MANNER THAT
THE PROJECTED CONE OF LIGHT DOES NOT CROSS ANY PROPERTY LINE.
100% OF GROUNDCOVER,DECORATIVE PAVING,DECORATIVE ROCK(NOT LOOSE),OR A PERENNIAL
GRASS IS REQUIRED IN PARKING LOT ISLANDS,SWALES AND DRAINAGE AREAS,THE PARKING
LOT SETBACK,RIGHTS OF WAY,AND ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION.
A PORTION OF THIS PROPERTY IS LOCATED WITHIN THE FLOODPLAIN.FEMA FLOODPLAIN MAP •48041CO163C
P !
PROPOSED
SIDEWALK PAVEI
PROPOSED CONC. _
MOWSTRIP
i F
2'X4' WIRE MESH
FASTENED TO T=POST
SEDIMENT CONTROL FABRIC
FASTENED SECURELY TO
T -POST & WIRE MESH
METAL T -POST
8' OF FILTER FABRIC TO EXTEND
AS REQ'D. TO MAINTAIN
INTO A TRENCH AND BE ANCHORED
SPACED 6' APART
WITH COMPACTED BACK FILL
SILT FENCE AND/OR
N
ALLOW 2.5' TO W AT TOE OF
E
HAY BALES BE
SLOPE FOR SEDIMENT TO
ACCUMULATE. ALIGN FENCE
USED IN AREAS
DRAINAGE FLOW.
�SL.OPENC.0'N'TOURS.
FLOW
NATURAL GROUND
A°
4'X4' MIN. -TRENCH
'��
420*
SILT FENCE
ASSEMBLY
qWPPI _(1q
EXISTING OUTLET
W/PIPE FLOW LINE
ELEVATION 98'
PROPOSED
FLAGSTONE PATIO
PROPOSED PLANTER BED
PROPOSED CONC. MOWSTRIP
EXISTING PAVER SIDEWALK
GENERAL NOTES:
ALL ROOF & GROUND MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED
FROM VIEW OR ISOLATED SO AS NOT TO BE VISIBLE FROM ANY PUBLIC ROW
OR RESIDENTIAL DISTRICT WITHIN 150' OF THE SUBJECT LOT,MEASURED FROM
A POINT FIVE FEET ABOVE GRADE.SUCH SCREENING SHALL BE COORDINATED WITH
THE BLDG.ARCHITECTURE AND SCALE TO MAINTAIN A UNIFIED APPEARANCE.
PROPOSED PLANTER BED
EXTERIOR BLDG. & SITE LIGHTING WILL MEET THE STANDARDS OF SECTION 7.10
OF THE UNIFIED DEVELOPMENT ORDINANCE.THE LIGHT SOURCE SHALL NOT DIRECTLY
PROJECT LIGHT HORIZONTALLY.FIXTURES WILL BE MOUNTED IN SUCH A MANNER THAT
THE PROJECTED CONE OF LIGHT DOES NOT CROSS ANY PROPERTY LINE.
100% OF GROUNDCOVER,DECORATIVE PAVING,DECORATIVE ROCK(NOT LOOSE),OR A PERENNIAL
GRASS IS REQUIRED IN PARKING LOT ISLANDS,SWALES AND DRAINAGE AREAS,THE PARKING
LOT SETBACK,RIGHTS OF WAY,AND ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION.
A PORTION OF THIS PROPERTY IS LOCATED WITHIN THE FLOODPLAIN.FEMA FLOODPLAIN MAP •48041CO163C
P !
PROPOSED
SIDEWALK PAVEI
PROPOSED CONC. _
MOWSTRIP
i F
,r ,'
i
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A°
af.`,. , �-
erso,n
IQ
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ite
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Id•i3a
0
llas-
?�C 36" PAPER SIZE
DATE: JUNE
PROJECT M)
DAVID WI
(979) 764 -
REVISIONS
SWEET:
4A
2010
NAGER:
SOD
1888
SILT FENCING
DURING CONST.
STEEL EDGE
SWALE TO MEET GRADE AT END
F
RESHAPE EXISTING SWALE
2' WIDE X 1' DEEP
SWALE OVERFLOW
98' ELEVATION
INSTALL 100 SOFT. FLAGSTONE AT SAME
ELEVATION OF PAVILION FLOOR
RE: DETAIL THIS SHEET
Cid . ,�:.....� • ..
wr'h'AV I L I vAg"'N
INSTALL 200 SQFT.
FLAGSTONE PATIO
RE: DETAIL THIS SHEET
NOTES:
1.) ALL SOLID PIPE TO SCH. 40
2.) CRUSHED LIMESTONE SURFACE(PROVIDED BY CITY)
TO BE 3" THICK EQUALING APROXIMATELY 12 CUBIC YARDS
RE: STABILIZER SPECS FOR INSTALLATION INSTRUCTIONS
4.) MARK POND EDGES NOTIFY PROJECT MANAGER FOR
APPROVAL PRIOR TO EXCAVATION
3.) FLAG LOCATIONS OF PLANTS & NOTIFY PROJECT MANAGER
FOR APPROVAL PRIOR TO PLANTING
0
100'-6rr FF,
INSTALL CRUSHED
GRANITE SURFACE
2" BELOW PAVILION ELEVATION
RE: DETAIL THIS SHEET i
PON®
D FLAGSTONE POND BORDER -
INSTALL 1000 SOFT. FLAGSTONE
RE: DETAIL THIS SHEET
INSTALL 150 SOFT. FLAGSTONE AT SAME
ELEVATION OF PAVILION FLOOR -
RE: DETAIL THIS SHEET
/-3" OF POLYURETHANED
/ COMPACTED GRANITE GRAVEL
GRANITE
NOT TO SCALE
I' 1
unuw r urcat:ro and -GRADE
EL SURFACE
EXISTING WOOD
EXISTING OUTLET
W/PIPE FLOW LINE
ELEVATION 98'
W,j,ARVESTI' , I
TANK
11
�I
INSTALL 100 SOFT.
OF
TO MATCH
SIDEWALKEXISTING PAVER
'
ETAILPAVER WALKWAY
W/ STEEL EDGING
�
mm
w���■1�■i
Io-amm �
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Immmmmmmmm
mmmmmmwr,
1mmmmm/
10
100
�■
98
���■
OMNI
97-00010
2'-6"
...:9'-6'
2'-6"
i• o
MORTAR FLAGSTONE FLAGS !ON 99'-T" ELEVATION
- iGRANITE GRAVEL
i-4WATER LEVEL 99'-, „
&�^vdm n w vrn c
PAVER
NOT TO SCALE
99 -4 ELEVATION
99'-1" ELEVATION
8'-10" ELEVATION
--2' SA ND BASE
i
i
RID FR SECTION
FACADE
F 3/4" COMPACTED
SHED LIMESTONE
" HARDWOOD MULCH
UNDISTURBED SUB -GRADE ( 6x6,LIMESTONE CHOPBLOCK
MORTARED IN HORIZONTALLY
,}DRY STACKED VERTICALLY
WALKWAY 1'
E}tIST GRADE CONC. BORDER w/
INSTALL 100 LF. X 18"
CONC. MOWSTRIP
RE: DETAIL PLANTER BED
BARS 0312" O.C. BW.
STRENGTH 3000 psi
WEED CLOTH -//18" (4" THICK MIN.)
WEED CLOTH PERFERATED
TO ALLOW WATER EXCAVATE & HAUL OFF 6"
TO SEEP THROUGH. OF EXISTING SOIL & SOD
ADD 12" BED MIX
A ER BE®
NO TO SC E .
EXIT
Mff A L;
PLANTER BED
RE:PLANTER BED%o;FFF' C �
2'-6"
INSTALL 125 LF. OF 6"X6"
LIMESTONE CHOPBLOCK —
RE: DETAIL PLANTER BED
EXISTING PAVER SIDEWALK
PPROX. T' MORTAR BED
OF 3/4" COMPACTED
.USHED LIMESTONE
UNDISTURBED SUB -GRADE
FLAU' STONE PATIO/WALKWAY
NOT TO SCALE
5 10 15 20 25 30
POND PROFILE
INSTALL 25 LF. X 6"
CONS:. MOWSTRIP
INSTALL 20 SOFT
OF NEW PAVER
TO MATCH
EXISTING PAVER
SIDEWALK
RE: PAVER WALKWAY
45
3/16 - 1'.0°
211 PAPIER SIZE
i
DATE: JUNE 2Q10
PROJECT MAN AGER:
DAVID WOO
(979) 764-38 8
REVISIONS:
SHEET:
,L�
16,� .
i/o
VIP
- 2"X4" WIRE MESH
FASTENED TO T=POST
SEDIMENT CONTROL FABRIC
FASTENED SECURELY TO
T -POST & WIRE MESH
METAL T -POST
B" OF FILTER FABRIC TO EXTEND
AS REQ'D. TO MAINTAIN.
INTO A TRENCH AND BE ANCHORED
SPACED 6' APART
WITH COMPACTED BACK FILL
ALLOW 2.5' TO 5' AT TOE OF
SILT FENCE AND/OR
SLOPE FOR SEDIMENT TO
HAY BALES TO BE
ACCUMULATE. ALIGN FENCE
USED IN AREAS OF
ALONG SLOPE CONTOURS.
DRAINAGE FLOW.
OF FLOW
NATURAL GROUND
DIRECTION
,.4"
20
4"X4" MIN. TRENCH
20"
SILT FENCE
ASSEMBLY
SWPPI-03
INSTALL 200 SQFT.
FLAGSTONE PATIO
RE: DETAIL THIS SHEET
NOTES:
1.) ALL SOLID PIPE TO SCH. 40
2.) CRUSHED LIMESTONE SURFACE(PROVIDED BY CITY)
TO BE 3" THICK EQUALING APROXIMATELY 12 CUBIC YARDS
RE: STABILIZER SPECS FOR INSTALLATION INSTRUCTIONS
4.) MARK POND EDGES NOTIFY PROJECT MANAGER FOR
APPROVAL PRIOR TO EXCAVATION
3.) FLAG LOCATIONS OF PLANTS & NOTIFY PROJECT MANAGER
FOR APPROVAL PRIOR TO PLANTING
0
100'-6rr FF,
INSTALL CRUSHED
GRANITE SURFACE
2" BELOW PAVILION ELEVATION
RE: DETAIL THIS SHEET i
PON®
D FLAGSTONE POND BORDER -
INSTALL 1000 SOFT. FLAGSTONE
RE: DETAIL THIS SHEET
INSTALL 150 SOFT. FLAGSTONE AT SAME
ELEVATION OF PAVILION FLOOR -
RE: DETAIL THIS SHEET
/-3" OF POLYURETHANED
/ COMPACTED GRANITE GRAVEL
GRANITE
NOT TO SCALE
I' 1
unuw r urcat:ro and -GRADE
EL SURFACE
EXISTING WOOD
EXISTING OUTLET
W/PIPE FLOW LINE
ELEVATION 98'
W,j,ARVESTI' , I
TANK
11
�I
INSTALL 100 SOFT.
OF
TO MATCH
SIDEWALKEXISTING PAVER
'
ETAILPAVER WALKWAY
W/ STEEL EDGING
�
mm
w���■1�■i
Io-amm �
Nimmmmmmmi
Immmmmmmmm
mmmmmmwr,
1mmmmm/
10
100
�■
98
���■
OMNI
97-00010
2'-6"
...:9'-6'
2'-6"
i• o
MORTAR FLAGSTONE FLAGS !ON 99'-T" ELEVATION
- iGRANITE GRAVEL
i-4WATER LEVEL 99'-, „
&�^vdm n w vrn c
PAVER
NOT TO SCALE
99 -4 ELEVATION
99'-1" ELEVATION
8'-10" ELEVATION
--2' SA ND BASE
i
i
RID FR SECTION
FACADE
F 3/4" COMPACTED
SHED LIMESTONE
" HARDWOOD MULCH
UNDISTURBED SUB -GRADE ( 6x6,LIMESTONE CHOPBLOCK
MORTARED IN HORIZONTALLY
,}DRY STACKED VERTICALLY
WALKWAY 1'
E}tIST GRADE CONC. BORDER w/
INSTALL 100 LF. X 18"
CONC. MOWSTRIP
RE: DETAIL PLANTER BED
BARS 0312" O.C. BW.
STRENGTH 3000 psi
WEED CLOTH -//18" (4" THICK MIN.)
WEED CLOTH PERFERATED
TO ALLOW WATER EXCAVATE & HAUL OFF 6"
TO SEEP THROUGH. OF EXISTING SOIL & SOD
ADD 12" BED MIX
A ER BE®
NO TO SC E .
EXIT
Mff A L;
PLANTER BED
RE:PLANTER BED%o;FFF' C �
2'-6"
INSTALL 125 LF. OF 6"X6"
LIMESTONE CHOPBLOCK —
RE: DETAIL PLANTER BED
EXISTING PAVER SIDEWALK
PPROX. T' MORTAR BED
OF 3/4" COMPACTED
.USHED LIMESTONE
UNDISTURBED SUB -GRADE
FLAU' STONE PATIO/WALKWAY
NOT TO SCALE
5 10 15 20 25 30
POND PROFILE
INSTALL 25 LF. X 6"
CONS:. MOWSTRIP
INSTALL 20 SOFT
OF NEW PAVER
TO MATCH
EXISTING PAVER
SIDEWALK
RE: PAVER WALKWAY
45
3/16 - 1'.0°
211 PAPIER SIZE
i
DATE: JUNE 2Q10
PROJECT MAN AGER:
DAVID WOO
(979) 764-38 8
REVISIONS:
SHEET:
,L�
16,� .
i/o
VIP
EXISTING.-REA
LIGHT'..' .';.
INSTALL 1 WATEGEAR SCID MOUNTED, PACKAGED
PUMP STATION, #GT15-1.501230-CS-L, W/ AUTOMATIC FILTER
POND
APPROXIMATE LOCATIO'
EXISTING UNDERGROUND
x1 --INSTALL ONE 2" PVC LINES
FROM POND PUMP TO CISTERN
TWO #12 OF DIRECT BURIEL WIRES
ARE TO BE INSTALLED FROM POND
PUMP TO RWH CONTROLS AT CISTERN
EXISTING ELECTRICAL
PANEL f
< � r
WATER AND ELECTRICAL LINES
HAVE SEPERATE TRENCHES
I INS ALL IMARY (2) - 2" PVC CONDUITS
W/ THREE #12 ELECTRICAL WIRES
''-FROM TRANSFORMER TO RWH
PAVILION
/ POND
20 11 11 0 20 40 60
ml miimI EN M
1
Scale 1 " = 20'
ZA 11 X ��3611 PAPER SIZE
DATE: JUNE 200
PROJECT MANA
DAVID WOO
(979) 764-388
REVISIONS:
I
ER:
Z cm
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II
DATE: JUNE 200
PROJECT MANA
DAVID WOO
(979) 764-388
REVISIONS:
I
ER:
SHEET:
3 i
OF 6
PAVILION .. /
EXISTING BALD
� CYPRESS TREE
LIN
410"
ATE
HA VES ING
POND
I / EXISTING BALD
PRESS TREE
�\ r
I
°o
m
0
3' OC.
ELEVATE PLANTER 3" ABOVE FLAGSTONE
3 30(G) DYNAA JTE CREPE MYRTLE
i'
4 30(G) HARDY1 RED Ql EANDER
II
23 3(G) DOUBL,E RED KNOCK OUT ROSE
90 3(G) GIGAN' LOP'.lP' E
103 4" WHITE RU ELLI,4
EXIT
3/16 =1'-0"
36" PAPER SIZE
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DATE: JUNE 2010
PROJECT MANAGE
DAVID W OD
(979) 764-:i888
REVISIONS
SHEET:
SILT FENCING
DURING CONST.
STEEL EDGE
SWALE TO MEET GRADE AT END
" SOA
d
INSTALL 100 SOFT. FLAGSTONE AT SAME
ELEVATION OF PAVILION FLOOR
RE: DETAIL THIS SHEET
PAY" I LIC00' N
100'-6° FF. "
INSTALL 200 SOFT.
FLAGSTONE PATIO
RE: DETAIL THIS SHEET
RESHAPE EXISTING SWALE NOTES:
2' WIDE X 1' DEEP 1.) ALL SOLID PIPE TO SCH. 40
SWALE OVERFLOW 2.) CRUSHED LIMESTONE SURFACE(PROVIDED BY CITY)
98' ELEVATION TO BE 3" THICK EQUALING APROXIMATELY 12 CUBIC YARDS
RE: STABILIZER SPECS FOR INSTALLATION INSTRUCTIONS
4.) MARK POND EDGES NOTIFY PROJECT MANAGER FOR
APPROVAL PRIOR TO EXCAVATION
3.) FLAG LOCATIONS OF PLANTS & NOTIFY PROJECT MANAGER
FOR APPROVAL PRIOR TO PLANTING
2_1
� * '° . t:e
l
0
:.
INSTALL CRUSHED '
GRANITE SURFACE
2" BELOW PAVILION ELEVATION
RE: DETAIL THIS SHEET i
WATE
\ ARVESTI G
TANK
POND \ 100'- 6" F
.� INSTALL 100 SOFT.
OF NEW PAVER
TO MATCH
EXISTING PAVER
SIDEWALK
- RE: DETAIL
PAVER WALKWAY
.= W/ STEEL EDGING
D FLAGSTONE POND BORDER -
INSTALL 1000 SOFT. FLAGSTONE
RE: DETAIL THIS SHEET
INSTALL 150 SOFT. FLAGSTONE AT SAME
ELEVATION OF PAVILION FLOOR .
RE: DETAIL THIS SHEET (�
3" OF POLYURETHANED
COMPACTED GRANITE GRAVEL
UNDISTURBED SUB -GRADE
RA IT GRAVEL SURFAL
NOT TO SCALE
EXISTING OUTLET
W/PIPE FLOW LINE
ELEVATION 98'
2'-6"
2'-6"
MORTAR FLAGSTONE
WATER LEVEL 99' - , I
POND \- 98' ELEVATI
LINER
6' ELEVATION
FLAGSTONE POND
NOT TO SCALE
PAVER. WALKWAY
NOT TO SCALE
INSTALL 100 LF. X 18"
CONC. MOWSTRIP
RE: DETAIL PLANTER BED
PLANTER BED
RE:PLANTER BED
F 3/4" COMPACTED
SPIED LIMESTONE
UNDISTURBED SUB -GRADE
EXIST.GRADE
WEED CLOTH
WEED CLOTH PERFERATED
TO ALLOW WATER
TO SEEP THROUGH.
2'-6"
INSTALL 125 LF. OF 6"X6"
LIMESTONE CHOPBLOCK —
RE: DETAIL PLANTER BED
EXISTING PAVER SIDEWALK
3PROX. 1" MORTAR BED
OF 3/4" COMPACTED
USHED LIMESTONE
UNDISTURBED SUB -GRADE
FLAGSTONE PATIO/WALKWAY
NOT TO SCALE
101
10
99--
98--
97-
96
0 5 10 15 20 25
POND PROFILE
30
0
Ilr
CONC. MOWSTRIP
/-99'-7" ELEVATION
GRANITE GRAVEL
X99'4" ELEVATION
1'-1" ELEVATION
'-10" ELEVATION
BASE
R SECTIOK
NG FACADE
HARDWOOD MULCH
6"x6" LIMESTONE CHOPBLOCK
MORTARED IN HORIZONTALLY
DRY STACKED VERTICALLY
1' CONC. BORDER w/
`�- 3 BARS Q 12" O.C. BW.
18" STRENGTH 3000 PSI
(4" THICK MIN.)
_EXCAVATE & HAUL OFF 6"
OF EXISTING SOIL & SOD
ADD 12" BED MIX
ER RED
EXIT
1. A
INSTALL 20 SOFT
OF NEW PAVER
TO MATCH
EXISTING PAVER
SIDEWALK
RE: PAVER WALKWAY
11 r SCimG Conference
1ersay
Texas •March 19 -April 1, 2010
ER
3/16 = Itmoll
1111" PAPER SIZE
I It
DATE: JUNE 2�10
PROJECT MAN",'.GM
DAVID WOOD
(979) 764-38118
I
i
REVISIONS:
SHEET:
OF 6
2"X4" WIRE MESH
FASTENED TO T=POST
SEDIMENT CONTROL FABRIC
FASTENED SECURELY TO
T—POST & WIRE MESH
METAL T—POST
8" OF FILTER FABRIC TO EXTEND
AS REO'D. TO MAINTAIN.
INTO A TRENCH AND BE ANCHORED
SPACED 6' APART
WITH COMPACTED BACK FILL
5' TO 5' AT TOE OF
ALLOW 2LACCUMULATE.
SILT FENCE AND/OR
N OOR
SEDIMENT TO
HAY BALES
ALIGN FENCE
USED IN AREAS OF
LOPE CONTOURS.
DRAINAGE FLOW.
OF FLOW
NATURAL GROUND
C' ON
4"
4"X4" MIN. TRENCH
4° I��
20"
SILT FENCE
ASSEMBLY
SWPPl-03
INSTALL 200 SOFT.
FLAGSTONE PATIO
RE: DETAIL THIS SHEET
RESHAPE EXISTING SWALE NOTES:
2' WIDE X 1' DEEP 1.) ALL SOLID PIPE TO SCH. 40
SWALE OVERFLOW 2.) CRUSHED LIMESTONE SURFACE(PROVIDED BY CITY)
98' ELEVATION TO BE 3" THICK EQUALING APROXIMATELY 12 CUBIC YARDS
RE: STABILIZER SPECS FOR INSTALLATION INSTRUCTIONS
4.) MARK POND EDGES NOTIFY PROJECT MANAGER FOR
APPROVAL PRIOR TO EXCAVATION
3.) FLAG LOCATIONS OF PLANTS & NOTIFY PROJECT MANAGER
FOR APPROVAL PRIOR TO PLANTING
2_1
� * '° . t:e
l
0
:.
INSTALL CRUSHED '
GRANITE SURFACE
2" BELOW PAVILION ELEVATION
RE: DETAIL THIS SHEET i
WATE
\ ARVESTI G
TANK
POND \ 100'- 6" F
.� INSTALL 100 SOFT.
OF NEW PAVER
TO MATCH
EXISTING PAVER
SIDEWALK
- RE: DETAIL
PAVER WALKWAY
.= W/ STEEL EDGING
D FLAGSTONE POND BORDER -
INSTALL 1000 SOFT. FLAGSTONE
RE: DETAIL THIS SHEET
INSTALL 150 SOFT. FLAGSTONE AT SAME
ELEVATION OF PAVILION FLOOR .
RE: DETAIL THIS SHEET (�
3" OF POLYURETHANED
COMPACTED GRANITE GRAVEL
UNDISTURBED SUB -GRADE
RA IT GRAVEL SURFAL
NOT TO SCALE
EXISTING OUTLET
W/PIPE FLOW LINE
ELEVATION 98'
2'-6"
2'-6"
MORTAR FLAGSTONE
WATER LEVEL 99' - , I
POND \- 98' ELEVATI
LINER
6' ELEVATION
FLAGSTONE POND
NOT TO SCALE
PAVER. WALKWAY
NOT TO SCALE
INSTALL 100 LF. X 18"
CONC. MOWSTRIP
RE: DETAIL PLANTER BED
PLANTER BED
RE:PLANTER BED
F 3/4" COMPACTED
SPIED LIMESTONE
UNDISTURBED SUB -GRADE
EXIST.GRADE
WEED CLOTH
WEED CLOTH PERFERATED
TO ALLOW WATER
TO SEEP THROUGH.
2'-6"
INSTALL 125 LF. OF 6"X6"
LIMESTONE CHOPBLOCK —
RE: DETAIL PLANTER BED
EXISTING PAVER SIDEWALK
3PROX. 1" MORTAR BED
OF 3/4" COMPACTED
USHED LIMESTONE
UNDISTURBED SUB -GRADE
FLAGSTONE PATIO/WALKWAY
NOT TO SCALE
101
10
99--
98--
97-
96
0 5 10 15 20 25
POND PROFILE
30
0
Ilr
CONC. MOWSTRIP
/-99'-7" ELEVATION
GRANITE GRAVEL
X99'4" ELEVATION
1'-1" ELEVATION
'-10" ELEVATION
BASE
R SECTIOK
NG FACADE
HARDWOOD MULCH
6"x6" LIMESTONE CHOPBLOCK
MORTARED IN HORIZONTALLY
DRY STACKED VERTICALLY
1' CONC. BORDER w/
`�- 3 BARS Q 12" O.C. BW.
18" STRENGTH 3000 PSI
(4" THICK MIN.)
_EXCAVATE & HAUL OFF 6"
OF EXISTING SOIL & SOD
ADD 12" BED MIX
ER RED
EXIT
1. A
INSTALL 20 SOFT
OF NEW PAVER
TO MATCH
EXISTING PAVER
SIDEWALK
RE: PAVER WALKWAY
11 r SCimG Conference
1ersay
Texas •March 19 -April 1, 2010
ER
3/16 = Itmoll
1111" PAPER SIZE
I It
DATE: JUNE 2�10
PROJECT MAN",'.GM
DAVID WOOD
(979) 764-38118
I
i
REVISIONS:
SHEET:
OF 6
SILT FENCING
DURING CONST.
STEEL EDGE
WALE TO MEET GRADE AT END
RESHAPE EXISTING SWALE
2' WIDE X 1' DEEP
SWALE OVERFLOW
98' ELEVATION
INSTALL 100 SOFT. FLAGSTONE AT SAME J'
ELEVATION OF PAVILION FLOOR
RE: DETAIL THIS SHEET
ELM
mr"k AV I L 10" N
100'-6" FF,
INSTALL 200 SOFT.
FLAGSTONE PATIO
RE: DETAIL THIS SHEET
NOTES:
1.) ALL SOLID PIPE TO SCH. 40
2.) CRUSHED LIMESTONE SURFACE(PROVIDED BY CITY)
TO BE 3" THICK EQUALING APROXIMATELY 12 CUBIC YARDS
RE: STABILIZER SPECS FOR INSTALLATION INSTRUCTIONS
4.) MARK POND EDGES NOTIFY PROJECT MANAGER FOR
APPROVAL PRIOR TO EXCAVATION
3.) FLAG LOCATIONS OF PLANTS & NOTIFY PROJECT MANAGER
FOR APPROVAL PRIOR TO PLANTING
123
INSTALL CRUSHED
GRANITE SURFACE
2 BELOW PAVILION ELEVATION
RE: DETAIL THIS SHEET
POND
INSTALL 150 SOFT. FLAGSTONE AT SAME
ELEVATION OF PAVILION FLOOR
RE: DETAIL THIS SHEET
FLAGSTONE POND BORDER -
INSTALL 1000 SOFT. FLAGSTONE
�1 RE: DETAIL THIS SHEET
QC
/-3" OF POLYURETHANED
/ COMPACTED GRANITE GRAVEL
/tel/ �/.Z//.e//V/zlel/zler/
UNDISTURBED SUB -GRADE
G`RANITE GRAVEL SURFACE
NOT TO SCALE
EXISTKG WOOD BRIDGE
CONC. PAVERS
311
PAVER WALKWAY
NOT TO SCALE
2'-6"
r
' - --- -91
2'-6" PLANTER BED
RE:PLANTER BED
\ WATE
ARVESTI G �;
TANK
b ST LL 1 F "
100'-6"F
INSTALL 100 SOFT.
OF NEW PAVER
TO MATCH
EXISTING PAVER
SIDEWALK
RE: DETAIL
N/ STEEL EDGING
IN A OOL .X18
CONC. MOWSTRIP
RE: DETAIL PLANTER BED
MORTAR FLAGSTONE
WATER LEVEL 99'
POND
LINER
FLACiiSi01
NOT TO SCALE
` 98' ELEVATI
ELEVATION
E POND
►GSTONE 99'-7" ELEVATION
GRANITE GRAVEL
� ::ls ^ `moi � '•;t
,~99'4" ELEVATION
:
99'-1" ELEVATION
8'-10" ELEVATION
--2" SA D BASE
i,
Ro�
R SECTION
i
ii
2" OF 3/4" COMPACTED
CRUSHED LIMESTONE
UNDISTURBED SUB-GitADE
EXIST.GRADE '•'.'' •'•'` •'• ....
2'-6"
INSTALL 125 LF. OF 6"X6"
LIMESTONE CHOPBLOCK —
RE: DETAIL PLANTER BED
ING FACADE
." HARDWOOD MULCH
6"x6" LIMESTONE CHOPBLOCK
MORTARED IN HORIZONTALLY
DRY STACKED VERTICALLY
1'
CONC. BORDER w/
3 BARS @ 12" O.C. BW.
STRENGTH 3000 PSI
WEED CLOTH I 18" (4" THICK MIN.)
WEEK) CLOTH PERFERATED V3
TO ALLOW WATER EXCAVATE & HAUL OFF 6"
TO SEEP THROUGH. OF EXISTING SOIL & SOD I z
EXISTING PAVER SIDEWALK
PPROX. T' MORTAR BED
OF 3/4" COMPACTED
.USHED LIMESTONE
UNDISTURBED SUB -GRADE
EXISTING OUTLET FLAGSTONE PATI ®/WALKWAY
NY/PIPE FLOW LINE
ELEVATION 98' NOT TO SCALE
101
100'
"m
99--
98
97-
96
0 5 10 15 10 15
POND PROFILE
3/8 _1_011
30
INSTALL 25 LF. X 6"
CONC. MOWSTRIP
35
INSTALL 20 SOFT
'OF NEW PAVER
TO MATCH
EXISTING PAVER
SIDEWALK
RE: PAVER WALKWAY
DATE: iPROJECT i
'® DAVID®■■■■ .• • it
NIEMEN
il'IMMEMMEM
is
I
2"X4" WIRE MESH
FASTENED TO T=POST
SEDIMENT CONTROL FABRIC
FASTENED SECURELY TO
T—POST & WIRE MESH
METAL T—POST
8" OF FILTER FABRIC TO EXTEND
AS REQ'D. TO MAINTAIN.
INTO A TRENCH AND BE ANCHORED
SPACED 6• APART
WITH COMPACTED BACK FILL
ALLOW 2 -TO 5' AT TOE OF
SILT FENCE AND/OR
OR SEDIMENT TO
HAY BALES TO BE
ALIGN FENCE
USED IN AREAS OF
LOPE CONTOURS.
DRAINAGE FLOW.
OF OW
NATURAL GROUND
ECTI� ON
4"X4" MIN. TRENCH
4"
20"
SILT FENCE ASSEMBLY
INSTALL 200 SOFT.
FLAGSTONE PATIO
RE: DETAIL THIS SHEET
NOTES:
1.) ALL SOLID PIPE TO SCH. 40
2.) CRUSHED LIMESTONE SURFACE(PROVIDED BY CITY)
TO BE 3" THICK EQUALING APROXIMATELY 12 CUBIC YARDS
RE: STABILIZER SPECS FOR INSTALLATION INSTRUCTIONS
4.) MARK POND EDGES NOTIFY PROJECT MANAGER FOR
APPROVAL PRIOR TO EXCAVATION
3.) FLAG LOCATIONS OF PLANTS & NOTIFY PROJECT MANAGER
FOR APPROVAL PRIOR TO PLANTING
123
INSTALL CRUSHED
GRANITE SURFACE
2 BELOW PAVILION ELEVATION
RE: DETAIL THIS SHEET
POND
INSTALL 150 SOFT. FLAGSTONE AT SAME
ELEVATION OF PAVILION FLOOR
RE: DETAIL THIS SHEET
FLAGSTONE POND BORDER -
INSTALL 1000 SOFT. FLAGSTONE
�1 RE: DETAIL THIS SHEET
QC
/-3" OF POLYURETHANED
/ COMPACTED GRANITE GRAVEL
/tel/ �/.Z//.e//V/zlel/zler/
UNDISTURBED SUB -GRADE
G`RANITE GRAVEL SURFACE
NOT TO SCALE
EXISTKG WOOD BRIDGE
CONC. PAVERS
311
PAVER WALKWAY
NOT TO SCALE
2'-6"
r
' - --- -91
2'-6" PLANTER BED
RE:PLANTER BED
\ WATE
ARVESTI G �;
TANK
b ST LL 1 F "
100'-6"F
INSTALL 100 SOFT.
OF NEW PAVER
TO MATCH
EXISTING PAVER
SIDEWALK
RE: DETAIL
N/ STEEL EDGING
IN A OOL .X18
CONC. MOWSTRIP
RE: DETAIL PLANTER BED
MORTAR FLAGSTONE
WATER LEVEL 99'
POND
LINER
FLACiiSi01
NOT TO SCALE
` 98' ELEVATI
ELEVATION
E POND
►GSTONE 99'-7" ELEVATION
GRANITE GRAVEL
� ::ls ^ `moi � '•;t
,~99'4" ELEVATION
:
99'-1" ELEVATION
8'-10" ELEVATION
--2" SA D BASE
i,
Ro�
R SECTION
i
ii
2" OF 3/4" COMPACTED
CRUSHED LIMESTONE
UNDISTURBED SUB-GitADE
EXIST.GRADE '•'.'' •'•'` •'• ....
2'-6"
INSTALL 125 LF. OF 6"X6"
LIMESTONE CHOPBLOCK —
RE: DETAIL PLANTER BED
ING FACADE
." HARDWOOD MULCH
6"x6" LIMESTONE CHOPBLOCK
MORTARED IN HORIZONTALLY
DRY STACKED VERTICALLY
1'
CONC. BORDER w/
3 BARS @ 12" O.C. BW.
STRENGTH 3000 PSI
WEED CLOTH I 18" (4" THICK MIN.)
WEEK) CLOTH PERFERATED V3
TO ALLOW WATER EXCAVATE & HAUL OFF 6"
TO SEEP THROUGH. OF EXISTING SOIL & SOD I z
EXISTING PAVER SIDEWALK
PPROX. T' MORTAR BED
OF 3/4" COMPACTED
.USHED LIMESTONE
UNDISTURBED SUB -GRADE
EXISTING OUTLET FLAGSTONE PATI ®/WALKWAY
NY/PIPE FLOW LINE
ELEVATION 98' NOT TO SCALE
101
100'
"m
99--
98
97-
96
0 5 10 15 10 15
POND PROFILE
3/8 _1_011
30
INSTALL 25 LF. X 6"
CONC. MOWSTRIP
35
INSTALL 20 SOFT
'OF NEW PAVER
TO MATCH
EXISTING PAVER
SIDEWALK
RE: PAVER WALKWAY
DATE: iPROJECT i
'® DAVID®■■■■ .• • it
NIEMEN
il'IMMEMMEM
is
I
SILT FENCING
DURING CONST.
plilmiII1 4
SWALE TO MEET GRADE AT END
SpAt
a .•
INSTALL 100 SOFT. FLAGSTONE AT SAME
ELEVATION OF PAVILION FLOOR
RE: DETAIL THIS SHEET
. L
Ormh'AVILION
100'-6" FF.
INSTALL CRUSHED
GRANITE SURFACE
2" BELOW PAVILION ELEVATION
RE: DETAIL THIS SHEET
- / PON®
- 2"X4" WIRE MESH
FASTENED TO T=POST
SEDIMENT CONTROL FABRIC
FASTENED SECURELY TO
T -POST & WIRE MESH
METAL T -POST
TUR
ER•
6 OF FILTER FABRIC - EXTEND
AS REQ'D. TO MAINTAIN.,
INTO A TRENCH AND BE ANCHORED
SPACED 6' APART
WITH COMPACTED BACK FILL
(,
ALLOW 2.5' TO 5' AT TOE OF
SILT FENCE AND/OR
SLOPE FOR SEDIMENT TO
HAY BALES TO BE
ACCUMULATE. ALIGN FENCE
USED IN AREAS OF
RE: DETAIL
ALONG SLOPE CONTOURS.
DRAINAGE FLOW.
W/ STEEL EDGING
SON OF FLOW
NA AL GROUND pIREC�,
- 4»
4"X4" MIN. TRENCH- 4"
SILT FENCE ASSEMBLY
5
INSTALL 200 SOFT.
FLAGSTONE PATIO
RE: DETAIL THIS SHEET
RESHAPE EXISTING SWALE NOTES:
2' WIDE X 1' DEEP 1.) ALL SOLID PIPE TO SCH. 40
SWALE OVERFLOW 2.) CRUSHED LIMESTONE SURFACE(PROVIDED BY CITY)
98' ELEVATION TO BE 3" THICK EQUALING APROXIMATELY 12 CUBIC YARDS
RE: STABILIZER SPECS FOR INSTALLATION INSTRUCTIONS
4.) MARK POND EDGES NOTIFY PROJECT MANAGER FOR
APPROVAL PRIOR TO EXCAVATION
3.) FLAG LOCATIONS OF PLANTS & NOTIFY PROJECT MANAGER
FOR APPROVAL PRIOR TO PLANTING
2
4
2'-6"
11' 9'-6'
2'-6"
WATE
\ ARVESTI G
TANK
MORTAR FLAGSTONE " LAGSTONE 99'-7" ELEVATION
GRANITE GRAVEL
(i
WATER LEVEL 99'--",
9' - 99'4" ELEVATION
mm W
r Inv --------- 9'-1" ELEVATION
rimm
POND IRE9$' ELEVATION 8'-10" ELEVATION
LINER 2" SAND BASE
i
6' ELEVATION
'FLAGSTO164E POND Bll&. R SECTION
NOT TO
& ^^Me n w vIEn e
PAVER WALKWAY
NOT TO SCALE
IINSTALL 100 LF. X 18"
FLAGSTONE POND BORDER -
INSTALL 1000 SOFT. FLAGSTONE
RE: DETAIL THIS SHEET
INSTALL 150 SOFT. FLAGSTONE AT SAME
ELEVATION OF PAVILION FLOOR ,
RE: DETAIL THIS SHEET (�
.9
3" OF POLYURETHANED
COMPACTED GRANITE GRAVEL
BAIT GRAV
NOT TO SCALE
vlw1a I vnucv aid -GRADE
L SURFACE
EX
RE: DETAIL PLANTER BEI
F 3/4" COMPACTED
SHED LIMESTONE
UNDISTURBED SUB -GRADE
EXIST.GRADE
FACADE
" HARDWOOD MULCH
6"x6" LIMESTONE CHOPBLOCK
MORTARED IN HORIZONTALLY
DRY STACKED VERTICALLY
1'
CONC. BORDER w/
3 BARS ®12" O.C. BW.
WEED CLOTH STRENGTH 3000 psi
I--18
WEED CLOTH PERFERATED (4" THICK MIN.)
TO ALLOW WATER EXCAVATE & HAUL OFF 6"
TO SEEP THROUGH. ( OF EXISTING SOIL & SOD
ADD 12" BED MIX
ER BE®
NT
N TO SCALE
I
i
i
EXIT
AR-1wr
PLANTE7BED
"WFICh
RE:PLANBED--------- \ Om
2'-6"
INSTALL 125 LF. OF 6"X6"
LIMESTONE CHOPBLOCK —
RE: DETAIL PLANTER BED
EXISTING PAVER SIDEWALK
PPROX. V MORTAR BED
OF 3/4" COMPACTED
MSHED LIMESTONE
UNDISTURBED SUB -GRADE
,/STING OUTLET
P PE FLOW LINE FLAGSTONE PATI O/WALKWAY
ELEVATION 98' NOT TO SCALE
101
WOOD BRIDGE
100
gm
99
98 Tai I
97--
96
0 5 10 15 20 25
POND PROFILE
3/8 = lf'oll
30
INSTALL 25 LF. X 6"
CONC. MOWSTRIP
35
�I
INSTALL 20 SOFT
'OF NEW PAVER
TO MATCH
EXISTING PAVER
SIDEWALK
RE: PAVER WALKWAY
0 r
40 45
3/16 = Itmoll
�� PAPER
DATE: JUNE 20 ,10
PROJECT MANA
DAVID WOO
(979)764-388
REVISIONS:
ER•
(V�
}�
INSTALL 100 SOFT.
(,
OF NEW PAVER
TO MATCH
EXISTING PAVER
SIDEWALK
-
RE: DETAIL
- .
PAVER WALKWAY
W/ STEEL EDGING
F 3/4" COMPACTED
SHED LIMESTONE
UNDISTURBED SUB -GRADE
EXIST.GRADE
FACADE
" HARDWOOD MULCH
6"x6" LIMESTONE CHOPBLOCK
MORTARED IN HORIZONTALLY
DRY STACKED VERTICALLY
1'
CONC. BORDER w/
3 BARS ®12" O.C. BW.
WEED CLOTH STRENGTH 3000 psi
I--18
WEED CLOTH PERFERATED (4" THICK MIN.)
TO ALLOW WATER EXCAVATE & HAUL OFF 6"
TO SEEP THROUGH. ( OF EXISTING SOIL & SOD
ADD 12" BED MIX
ER BE®
NT
N TO SCALE
I
i
i
EXIT
AR-1wr
PLANTE7BED
"WFICh
RE:PLANBED--------- \ Om
2'-6"
INSTALL 125 LF. OF 6"X6"
LIMESTONE CHOPBLOCK —
RE: DETAIL PLANTER BED
EXISTING PAVER SIDEWALK
PPROX. V MORTAR BED
OF 3/4" COMPACTED
MSHED LIMESTONE
UNDISTURBED SUB -GRADE
,/STING OUTLET
P PE FLOW LINE FLAGSTONE PATI O/WALKWAY
ELEVATION 98' NOT TO SCALE
101
WOOD BRIDGE
100
gm
99
98 Tai I
97--
96
0 5 10 15 20 25
POND PROFILE
3/8 = lf'oll
30
INSTALL 25 LF. X 6"
CONC. MOWSTRIP
35
�I
INSTALL 20 SOFT
'OF NEW PAVER
TO MATCH
EXISTING PAVER
SIDEWALK
RE: PAVER WALKWAY
0 r
40 45
3/16 = Itmoll
�� PAPER
DATE: JUNE 20 ,10
PROJECT MANA
DAVID WOO
(979)764-388
REVISIONS:
ER•
SILT FENCING
DURING CONST.
STEEL EDGE
ALE TO MEET GRADE AT END
.-. .• •-• - •• stop
RESHAPE EXISTING SWALE
2' WIDE X 1' DEEP
SWALE OVERFLOW
98' ELEVATION
INSTALL 100 SOFT. FLAGSTONE AT SAME
ELEVATION OF FLOOR
RE: DETAIL HIS SHEET
111"'AVILl"m
INSTALL 200 SOFT.
FLAGSTONE PATIO
RE: DETAIL THIS SHEET
NOTES:
1.) ALL SOLID PIPE TO SCH. 40
2.) CRUSHED LIMESTONE SURFACE(PROVIDED BY CITY)
TO BE 3" THICK EQUALING APROXIMATELY 12 CUBIC YARDS
RE: STABILIZER SPECS FOR INSTALLATION INSTRUCTIONS
4.) MARK POND EDGES NOTIFY PROJECT MANAGER FOR
APPROVAL PRIOR TO EXCAVATION
3.) FLAG LOCATIONS OF PLANTS & NOTIFY PROJECT MANAGER,
FOR APPROVAL PRIOR TO PLANTING
121
o17L__'111: '
2'-6"
MORTAR FLAGSTONE
WATER LEVEL 99'--, ~i
POND 98' ELEVATII
LINER
6' ELEVATION
FLAG STONE POND
NOT TO SCALE
PAVER WALKWAY
NOT TO SCALE
100'-6" FF. :' • • -
INSTALL CRUSHED
GRANITE SURFACE-
2" BELOW PAVILION ELEVATION -
RE: DETAIL THIS SHEET
WATE
ARVESTI
/ \
TANK
�'! INSTALL 100 LF. X 18"
/ loo6,. CONC. MOW57RIP
PON® :� RE: DETAIL PLANTER BED
- INSTALL 100 SOFT.
OF NEW PAVER
TO MATCH
EXISTING PAVER
SIDEWALK
LK
RE: DETAIL
PAVER
WALKWAY
FLAGSTONE POND BORDER -
INSTALL 1000 SOFT. FLAGSTONE
RE: DETAIL THIS SHEET
INSTALL 150 SOFT. FLAGSTONE AT SAME
ELEVATION OF PAVILION FLOOR -
RE: DETAIL THIS SHEET
3" OF POLYURETHANED `
COMPACTED GRANITE GRAVEL OC�
.♦ i :.. + •: i.:"r ice:. `- ::r �:'•� r.ti.• `ti •-�: ~••� `•F:+. x'•. •r•: :: \� \i
GRANITE GRAV
NOT TO SCALE
UNDISTURBED SUB -GRADE
L SURFACE
EXISTING OUTLET
'W/PIPE FLOW LINE
ELEVATION 98'
5
PLANTER `BED
F 3/4" COMPACTED
SHED LIMESTONE
UNDISTURBED SUB -GLADE
E' IST.GRADE
I
99'-7" ELEVATION
GRANITE GRAVEL
\-99'4" ELEVATION
99'-1" ELEVATION
i8'-10" ELEVATION
ID BASE
FACADE
HARDWOOD
6"x6" LIMESTONE CHOPBLOCK
r IN HORIZONTALLY
DRY STACKED VERTICALLY
CONC. BORDER
STRENGTH 3000 psi
WEED CLOTH
WEED CLOTH PERFERAT
.a
TO • �i
EXCAVATE & HAUL OFF 6"
TO SEEP ,OUG • •r
rr ► MIX
�I
h LA HTER BED
NOt TO SCALE
EXIT
OFFICE,
INSTALL
I
I
I
.I
►'►�
� ID
i— •� , i
II, ----OF NEW PAVER
i
ATCH
PF
IA5 I ALL 211.!:11
CONC. MOWSTRIP
ALK
mm ml
m ml
•
--
EXISTING PAVER SIDEWALK
►PROX. T' MORTAR BED
OF 3/4" COMPACTED
USHED LIMESTONE
UNDISTURBED SUB -GRADE
FLAGSTONE PATIO/WALKWAY
NOT TO SCALE
10 1 151 30 25
PPONDPRONU
30
35
all
0
IV
3/16 = 1'-0"
DATE: JUNE 2010
PROJECT IANAGF
DAVID OOD
(979)76 1-3888
REVISION
SHEET:
2"X4" WIRE MESH
FASTENED TO T=POST
SEDIMENT CONTROL FABRIC
FASTENED SECURELY TO
T -POST & WIRE MESH
METAL T -POST
8" OF FILTER FABRIC TO EXTEND
INTO A TRENCH AND BE ANCHORED
AS REO'TO MAINTAIN.
WITH COMPACTED BACK FILL
SPACED 6' APART
ALLOW 2.5' TO 5' AT TOE OF
SILT FENCE AND/OR
SLOPE FOR SEDIMENT TO
HAY BALES TO BE
ACCUMULATE. ALIGN FENCE
USED IN AREAS OF
ALONG SLOPE CONTOURS.
DRAINAGE FLOW.
CTION OF FLOW
NATURAL GROUND
DIRE
4"
4"
4"X4" MIN. TRENCH
20"
SILT FENCE ASSEMBLY
INSTALL 200 SOFT.
FLAGSTONE PATIO
RE: DETAIL THIS SHEET
NOTES:
1.) ALL SOLID PIPE TO SCH. 40
2.) CRUSHED LIMESTONE SURFACE(PROVIDED BY CITY)
TO BE 3" THICK EQUALING APROXIMATELY 12 CUBIC YARDS
RE: STABILIZER SPECS FOR INSTALLATION INSTRUCTIONS
4.) MARK POND EDGES NOTIFY PROJECT MANAGER FOR
APPROVAL PRIOR TO EXCAVATION
3.) FLAG LOCATIONS OF PLANTS & NOTIFY PROJECT MANAGER,
FOR APPROVAL PRIOR TO PLANTING
121
o17L__'111: '
2'-6"
MORTAR FLAGSTONE
WATER LEVEL 99'--, ~i
POND 98' ELEVATII
LINER
6' ELEVATION
FLAG STONE POND
NOT TO SCALE
PAVER WALKWAY
NOT TO SCALE
100'-6" FF. :' • • -
INSTALL CRUSHED
GRANITE SURFACE-
2" BELOW PAVILION ELEVATION -
RE: DETAIL THIS SHEET
WATE
ARVESTI
/ \
TANK
�'! INSTALL 100 LF. X 18"
/ loo6,. CONC. MOW57RIP
PON® :� RE: DETAIL PLANTER BED
- INSTALL 100 SOFT.
OF NEW PAVER
TO MATCH
EXISTING PAVER
SIDEWALK
LK
RE: DETAIL
PAVER
WALKWAY
FLAGSTONE POND BORDER -
INSTALL 1000 SOFT. FLAGSTONE
RE: DETAIL THIS SHEET
INSTALL 150 SOFT. FLAGSTONE AT SAME
ELEVATION OF PAVILION FLOOR -
RE: DETAIL THIS SHEET
3" OF POLYURETHANED `
COMPACTED GRANITE GRAVEL OC�
.♦ i :.. + •: i.:"r ice:. `- ::r �:'•� r.ti.• `ti •-�: ~••� `•F:+. x'•. •r•: :: \� \i
GRANITE GRAV
NOT TO SCALE
UNDISTURBED SUB -GRADE
L SURFACE
EXISTING OUTLET
'W/PIPE FLOW LINE
ELEVATION 98'
5
PLANTER `BED
F 3/4" COMPACTED
SHED LIMESTONE
UNDISTURBED SUB -GLADE
E' IST.GRADE
I
99'-7" ELEVATION
GRANITE GRAVEL
\-99'4" ELEVATION
99'-1" ELEVATION
i8'-10" ELEVATION
ID BASE
FACADE
HARDWOOD
6"x6" LIMESTONE CHOPBLOCK
r IN HORIZONTALLY
DRY STACKED VERTICALLY
CONC. BORDER
STRENGTH 3000 psi
WEED CLOTH
WEED CLOTH PERFERAT
.a
TO • �i
EXCAVATE & HAUL OFF 6"
TO SEEP ,OUG • •r
rr ► MIX
�I
h LA HTER BED
NOt TO SCALE
EXIT
OFFICE,
INSTALL
I
I
I
.I
►'►�
� ID
i— •� , i
II, ----OF NEW PAVER
i
ATCH
PF
IA5 I ALL 211.!:11
CONC. MOWSTRIP
ALK
mm ml
m ml
•
--
EXISTING PAVER SIDEWALK
►PROX. T' MORTAR BED
OF 3/4" COMPACTED
USHED LIMESTONE
UNDISTURBED SUB -GRADE
FLAGSTONE PATIO/WALKWAY
NOT TO SCALE
10 1 151 30 25
PPONDPRONU
30
35
all
0
IV
3/16 = 1'-0"
DATE: JUNE 2010
PROJECT IANAGF
DAVID OOD
(979)76 1-3888
REVISION
SHEET:
SILT FENCING
DURING CONST.
STEEL EDGE
w
'ALE TO MEET GRADE AT END
S4oA
F
INSTALL 100 SOFT. FLAGSTONE AT SAME '.
ELEVATION OF PAVILION FLOOR
RE: DETAIL THIS SHEET
RESHAPE EXISTING SWALE
2' WIDE X 1' DEEP
SWALE OVERFLOW
98' ELEVATION
PAVILION
100'-6" FF.
INSTALL CRUSHED
GRANITE SURFACE
2" BELOW PAVILION ELEVATION
RE: DETAIL THIS SHEET
POND
INSTALL 150 SOFT. FLAGSTONE AT SAME
ELEVATION OF PAVILION FLOOR
RE: DETAIL THIS SHEET
3" OF POLYURETHANED
COMPACTED GRANITE GRAVEL
GRANITE GRAY
NOT TO SCALE
%0"901101 vnocv w3 -GRADE
EL SURFACE
FLAGSTONE POND BORDER –
INSTALL 1000 SOFT. FLAGSTONE
RE: DETAIL THIS SHEET
WOOD BR
2"X4" WIRE MESH
-ASTENED TO T=POST
— SEDIMENT CONTROL FABRIC
FASTENED SECURELY TO
T -POST & WIRE MESH
F FI TER FABRIC TO EXTEND
METAL T -POST
•
8 0 L
AS REQ'D. TO MAINTAIN.
INTO A TRENCH AND BE ANCHORED
SPACED 6' APART
WITH COMPACTED BACK FILL
ALLOW 2.5' TO 5' AT TOE OF
SILT FENCE AND/OR
SLOPE FOR SEDIMENT TO
HAY BALES TO BE
ACCUMULATE. ALIGN FENCE
USED IN AREAS OF
ALONG SLOPE CONTOURS.
DRAINAGE FLOW.
r
pti OF FLOW
NATURAL GROUND pIRECTI
- _ 4" „
4"X4" MIN. TRENCH—D
20"
SILT FENCE ASSEMBLY
MORTAR FLAGSTONE
INSTALL 200 SOFT.
FLAGSTONE PATIO �
RE: DETAIL THIS SHEET
WATER LEVEL 99'
n� Pn
NOTES:
1.) ALL SOLID PIPE TO SCH. 40
2.) CRUSHED LIMESTONE SURFACE(PROVIDED BY CITY)
TO BE 3" THICK EQUALING APROXIMATELY 12 CUBIC YARDS
RE: STABILIZER SPECS FOR INSTALLATION INSTRUCTIONS
4.) MARK POND EDGES NOTIFY PROJECT MANAGER FOR
APPROVAL PRIOR TO EXCAVATION
3.) FLAG LOCATIONS OF PLANTS & NOTIFY PROJECT MANAGER
FOR APPROVAL PRIOR TO PLANTING
EXISTING OUTLET
W/PIPE FLOW LINE
ELEVATION 98'
El
2'-6"
2'-6"
POND 98' ELEVATION
LINER
6' ELEVATION
FLAGSTONE POND
NOT TO SCALE
��►�� n w urn c
PAVER WALKWAY
NOT TO SCALE
INSTALL 100 LF. X 18"
CONIC. MOWSTRIP
RE: DETAIL PLANTER BED
PLANTER BED
RE:PLANTER BED
F 3/4" COMPACTED
SHED LIMESTONE
UNDISTURBED SUB -GRADE
2'-6"
INSTALL 125 LF. OF 6"X6"
LIMESTONE CHOPBLOCK —
RE: DETAIL PLANTER BED
EXISTING PAVER SIDEWALK
2PROX. V MORTAR BED
OF 3/4" COMPACTED
.USHED LIMESTONE
UNDISTURBED SUB -GRADE
FLAGSTONE PATIO/WALKWAY
NOT TO SCALE
EXIST.GRADE .:.:
E 99'-7' ELEVATION
GRANITE GRAVEL
99'4" ELEVATION
-99'-1" ELEVATION
98'-10" ELEVATION
4D BASE
DER SECTION
FACADE
2" HARDWOOD MULCH
6"x6" LIMESTONE CHOPBLOCK
MORTARED IN HORIZONTALLY
DRY STACKED VERTICALLY
1'
CONC. BORDER w/
3 BARS @ 12" O.C. BW.
""" "" STRENGTH 3000 psi - -
WEED CLOTH (4" THICK MIN.)
WEED CLOTH PERFERATED
TO ALLOW WATER 'EXCAVATE & HAUL OFF 6"
TO SEEP THROUGH. OF EXISTING SOIL & SOD
ADD 12" BED MIX
LAN ER BED
INSTALL 25 LF. X 6"
CONC. MOWSTRIP
10 15 20 25 30 35
POND PROFILE
2 "
I1
45
3/16 =1'-0"
36" PAPER SIZE
DATE: JUNE 2010
PROJECT MANAGER:
DAVID WO
(979)764-3
REVISIONS:
•
`�
10
r
'
.
� 1
EXISTING OUTLET
W/PIPE FLOW LINE
ELEVATION 98'
El
2'-6"
2'-6"
POND 98' ELEVATION
LINER
6' ELEVATION
FLAGSTONE POND
NOT TO SCALE
��►�� n w urn c
PAVER WALKWAY
NOT TO SCALE
INSTALL 100 LF. X 18"
CONIC. MOWSTRIP
RE: DETAIL PLANTER BED
PLANTER BED
RE:PLANTER BED
F 3/4" COMPACTED
SHED LIMESTONE
UNDISTURBED SUB -GRADE
2'-6"
INSTALL 125 LF. OF 6"X6"
LIMESTONE CHOPBLOCK —
RE: DETAIL PLANTER BED
EXISTING PAVER SIDEWALK
2PROX. V MORTAR BED
OF 3/4" COMPACTED
.USHED LIMESTONE
UNDISTURBED SUB -GRADE
FLAGSTONE PATIO/WALKWAY
NOT TO SCALE
EXIST.GRADE .:.:
E 99'-7' ELEVATION
GRANITE GRAVEL
99'4" ELEVATION
-99'-1" ELEVATION
98'-10" ELEVATION
4D BASE
DER SECTION
FACADE
2" HARDWOOD MULCH
6"x6" LIMESTONE CHOPBLOCK
MORTARED IN HORIZONTALLY
DRY STACKED VERTICALLY
1'
CONC. BORDER w/
3 BARS @ 12" O.C. BW.
""" "" STRENGTH 3000 psi - -
WEED CLOTH (4" THICK MIN.)
WEED CLOTH PERFERATED
TO ALLOW WATER 'EXCAVATE & HAUL OFF 6"
TO SEEP THROUGH. OF EXISTING SOIL & SOD
ADD 12" BED MIX
LAN ER BED
INSTALL 25 LF. X 6"
CONC. MOWSTRIP
10 15 20 25 30 35
POND PROFILE
2 "
I1
45
3/16 =1'-0"
36" PAPER SIZE
DATE: JUNE 2010
PROJECT MANAGER:
DAVID WO
(979)764-3
REVISIONS:
D
88
SHEET:
OF 6
U ;' mol/
�
INSTALL W OVERFLOW
•
) t,\\ \ / �FA I IRRIGATION LEGEND
° () o
1
1ON21110INSTALL ELECTRICAL WIRE IN V Iii►'��
2'X2'CONC. Box
�1►��i';i� ,
IYSTALLFCVtYT4,IY CONDUIT FROM CISTERN TO FOUN�TAIH Ilk,
\-INSTALL 1/2- PAVILION POND
WATER SUPPLY PIPE FROM CISTERN 4
TO FOUNTAIN � A -m -lis -
INSTALL ONE 2" PVC
LINES FROM POND PUMP
TO CISTERN
WATER
HARVESTING
TANK
SQ
SCH 40 PVC
IRRIGATION
SUPPLY PIPE,
4
®15A
NEW MAINLINE
• LINE INTO EXISTING 11/2" MAINLINE
r—TEMPORARILY REMOVE 16VOODEN
CAP OFF EXISTING MAINLINE
C VORTEX SEPERATOR FILTER
1 MP PUMP BASIN
EXISTING PARKINGLOT
SIN OUTLET
SPECS FOR SEPERATOR
ROMAN FOUNTAINS
RFK SERIES FOAM NOZZLE KIT
A FOAM NOZZLE ASSEMBLY
B COMBINATION LOW WATER CUTOFF/WATER MAKEUP DEVICE
C 80 WATT SUBMERSIBLE LIGHTING FIXTURED (TYP.)
D SUBMERSIBLE JUNCTION BOX (TYP.)
E VALVED RISER ASSEMBLY W/ STAND
F SUBMERSIBLE PUMP (TYP.)
•
INSTALL A FX WSA
1 -
INSTALL METER /BREAKER
®
BALL VALVE
CLASS 900 PVC
RAINBIRD BLACK STRIPE TUBING
DEVICE THAT VALVES
RAINBIRD LANDSCAPEDRIPLINE
PANEL W/ 1- 2" CONDUIT STUBOUT
12" SPACING W/.9 GPH EMITTER
XB-20PC RAINBIRD EMITER
AFTER RUNNING PIPE BENEATH
WILL WIREINTO
'-30AMP FOR CONTROLLER
INSTALL
INSTALL
R
(1) RAINBIRDINSTALL
INSTALL CONTROLLER
,r-RAINBIRD
(1) RAINBIRD
1" ZONE VALVES
VALVE DRIP
RE: DETAILS SHEET 6 OF 6 &SPECS
XCZ 100 B -CO.
VALVE DRIP
ZONE KIT
LINSTALL
-100P I-
\ ,
INSTALL
FLOW SENSOR
I" � ,
(1) RAINBIRD PEB
1" MASTER VALVE
15H
P
WATER
HARVESTING
TANK
SQ
SCH 40 PVC
IRRIGATION
SUPPLY PIPE,
4
®15A
NEW MAINLINE
• LINE INTO EXISTING 11/2" MAINLINE
r—TEMPORARILY REMOVE 16VOODEN
CAP OFF EXISTING MAINLINE
C VORTEX SEPERATOR FILTER
1 MP PUMP BASIN
EXISTING PARKINGLOT
SIN OUTLET
SPECS FOR SEPERATOR
ROMAN FOUNTAINS
RFK SERIES FOAM NOZZLE KIT
A FOAM NOZZLE ASSEMBLY
B COMBINATION LOW WATER CUTOFF/WATER MAKEUP DEVICE
C 80 WATT SUBMERSIBLE LIGHTING FIXTURED (TYP.)
D SUBMERSIBLE JUNCTION BOX (TYP.)
E VALVED RISER ASSEMBLY W/ STAND
F SUBMERSIBLE PUMP (TYP.)
•
FLOOD BUBBLER (TORO 514-20)
1 -
ELEC. VALVE
®
BALL VALVE
CLASS 900 PVC
RAINBIRD BLACK STRIPE TUBING
BRICK ON SAND WALK
RAINBIRD LANDSCAPEDRIPLINE
12" SPACING W/.9 GPH EMITTER
PARD
OFFICE
�.�. ►.moi �.�.�.r.�.�..�n �.���.�.�.�.�.�.'
4" POP-UP HALF SPRAYHEAD
1 -
(TORO 570)
DAVID
4" POP-UP HALF SPRAYHEAD
IT
15A
4" POP-UP HALF SPRAYHEAD
15H
(TORO 570)
DAVID
4" POP-UP HALF SPRAYHEAD
CLASS 900 PVC
(TORO 570)
BRICK ON SAND WALK
4" POP-UP ADJUSTABLE SPRAYHEAD
(TORO 570)
XB-20PC RAINBIRD EMITER
AFTER RUNNING PIPE BENEATH
BARBED INTO BLACK STRIPE TUBING
W/ 1/4" LANDSCAPE DRIPLINE
INSTALL
AND A 1/4" TUBING STAKE
15A
FREESTANDING LIGHT FIXTURES
SET IN A TRIANGLE PATTERN
SURROUNDING FOUNTAIN A
B
F
16" W.L.
(BY OTHERS) \\" D E
iff:iw
WATER LEVEL
99' ELEVATION
I
3 RFL 80 WATT
FREESTANDING LIGHT FIXTURES
C SET IN A TRIANGLE PATTERN
SURROUNDING FOUNTAIN
-p LJ '9' --SOLID COPPE GROU
WIRE (BY OTI IERS)
d FLANGE (BY OTHERS)
d G
a d
SOLID COPPER GROUND
WIRE (BY OTHERS)
PAVILION POND FLOOR
96' ELEVATION
PAVILION POND FOUNTAIN
NOT TO SCALE
(1) RAINBIRD
XCZ 100 B -COM •
VALVE DRIP
ZONE KIT
(1) RAINBIRD
XCZ 100 B -COM
VALVE DRIP
ZONE KIT
EXIT
GENERAL NOTES:
1.) BUBBLERS TO BE 1" ABOVE MULCH IN TREE WELLS
2.) ALL PIPE NOT SIZED ON PLAN IS 1/2" IN SIZE
3.) IRRIGATION AND LAND. CONTRACTORS TO
COORDINATE TREE AND IRRIGATION LOCATIONS
4.) RUN 1 EXTRA RED WIRE FROM CLOCK TO ENDS OF IRRIGATION AREAS
5.) BARRICADE TREE DRIPLINES IN VACINITY OF CONST.
(COORDINATE WITH PROJECT MANAGER)
6.) SOD ALL DISTURBED AREAS W/ TIFF BERMUDA
7.)100% COVERAGE OF GROUNDCOVER, DECORATIVE PAVING,
DECORATIVE ROCK, OR PERENNIAL GRASS IS REQUIRED IN PARKING
LOT ISLANDS, SWALES AND DRAINAGE AREAS, THE PARKING LOT
SETBACK, RIGHT-OF-WAYS, AND ADJACENT PROPERTY DISTURBED
DURING CONSTRUCTION
BRICK ON SAND WALT
CONTRACTOR TO REI
AFTER RUNNING PIPE
EXIT
EXISITNG MAINLINE
i LINE
BRICK WALK
RE -RUN TWO #12 OF
DIRECT BURIAL WIRES FROM
EACH EXISTING CONTROLLER
,TO RWH CONTROLS AT CISTERN
(1) RAINBIRD
XCZ 100 B -COM
VALVE DRIP
ZONE KIT
CLASS 200 PV
ZONE VALVE (, L
RE -RUN TWO #12 OF
DIRECT BURIAL VWIRES FROM
EACH EXISTING CONTROLLER
TO RWH CONTROLS AT CISTERN
EXISTIN ONE'YALVE
IN
Z 04
W �
Z
O�
~ %ox
Q 0► .
4 xoi
�.. W 0-0
V!� 'Waw
W® L..W�
-
004
W
J Q O03
J W cLv3
o V
VW
ce rl
u 0 to
ox,
QI
_ � 1
V oC
Q
CL
3/16 = T-0"
2,qllit
36" PAPER SIZE
DATE: JU
E 2010
15H
NAGER:
DAVID
OOD
CLASS 900 PVC
BRICK ON SAND WALK
i
CONTRACTOR TO REPAIR
AFTER RUNNING PIPE BENEATH
INSTALL
(1) RAINBIRDINSTALL
,r-RAINBIRD
XCZ 100 B -COM
XCZ
1" ZONE VALVES
VALVE DRIP
ZONE KIT
FREESTANDING LIGHT FIXTURES
SET IN A TRIANGLE PATTERN
SURROUNDING FOUNTAIN A
B
F
16" W.L.
(BY OTHERS) \\" D E
iff:iw
WATER LEVEL
99' ELEVATION
I
3 RFL 80 WATT
FREESTANDING LIGHT FIXTURES
C SET IN A TRIANGLE PATTERN
SURROUNDING FOUNTAIN
-p LJ '9' --SOLID COPPE GROU
WIRE (BY OTI IERS)
d FLANGE (BY OTHERS)
d G
a d
SOLID COPPER GROUND
WIRE (BY OTHERS)
PAVILION POND FLOOR
96' ELEVATION
PAVILION POND FOUNTAIN
NOT TO SCALE
(1) RAINBIRD
XCZ 100 B -COM •
VALVE DRIP
ZONE KIT
(1) RAINBIRD
XCZ 100 B -COM
VALVE DRIP
ZONE KIT
EXIT
GENERAL NOTES:
1.) BUBBLERS TO BE 1" ABOVE MULCH IN TREE WELLS
2.) ALL PIPE NOT SIZED ON PLAN IS 1/2" IN SIZE
3.) IRRIGATION AND LAND. CONTRACTORS TO
COORDINATE TREE AND IRRIGATION LOCATIONS
4.) RUN 1 EXTRA RED WIRE FROM CLOCK TO ENDS OF IRRIGATION AREAS
5.) BARRICADE TREE DRIPLINES IN VACINITY OF CONST.
(COORDINATE WITH PROJECT MANAGER)
6.) SOD ALL DISTURBED AREAS W/ TIFF BERMUDA
7.)100% COVERAGE OF GROUNDCOVER, DECORATIVE PAVING,
DECORATIVE ROCK, OR PERENNIAL GRASS IS REQUIRED IN PARKING
LOT ISLANDS, SWALES AND DRAINAGE AREAS, THE PARKING LOT
SETBACK, RIGHT-OF-WAYS, AND ADJACENT PROPERTY DISTURBED
DURING CONSTRUCTION
BRICK ON SAND WALT
CONTRACTOR TO REI
AFTER RUNNING PIPE
EXIT
EXISITNG MAINLINE
i LINE
BRICK WALK
RE -RUN TWO #12 OF
DIRECT BURIAL WIRES FROM
EACH EXISTING CONTROLLER
,TO RWH CONTROLS AT CISTERN
(1) RAINBIRD
XCZ 100 B -COM
VALVE DRIP
ZONE KIT
CLASS 200 PV
ZONE VALVE (, L
RE -RUN TWO #12 OF
DIRECT BURIAL VWIRES FROM
EACH EXISTING CONTROLLER
TO RWH CONTROLS AT CISTERN
EXISTIN ONE'YALVE
IN
Z 04
W �
Z
O�
~ %ox
Q 0► .
4 xoi
�.. W 0-0
V!� 'Waw
W® L..W�
-
004
W
J Q O03
J W cLv3
o V
VW
ce rl
u 0 to
ox,
QI
_ � 1
V oC
Q
CL
3/16 = T-0"
2,qllit
36" PAPER SIZE
DATE: JU
E 2010
PROJECT M'
NAGER:
DAVID
OOD
(979) 7641-3888
REVISIONS*
i
li
SHEET:
A
ANCHOR BOLT
CHORD
/ \
.d
a d
GALVANIZED METAL ROOF PANELS
CONCRETE FOUNDATION
21' DIAMETER
CONCRETE FOUNDATION GALVANIZED METAL —�
21' DIAMETER WALL PANELS
i
B / FRONT
ANCHOR C'
BOLT ANCHOR_------"- -
DIAMETER BOLT LIMESTONE WALL
RADIUS ° O MATCH PARKS
OFFICE BUILDING
a
/ 1" SPACING FROM WATER TAN
TO CONCRETE RETAINING WALL
° LIMESTONE WALL TO
a BE 6" IN THICKNESS
CONCRETE RETAINING WALL
.d TO BE 9" IN THICKNESS
a
0 0
CONCRETE FOUNDATION
p�
21' DIAMETER
/
STORAGE TANK
/ 18' DIAMETER
BL CKOU BLOCKOUT
I
5
PAVILIO POND OVERFLOW PIPE PIER
. 4- :xWATER UPPLY\ ` �'41111 4-42K
INSTALL APROXIMATELY
70 LFT. OF LIMESTONE
COLORED CONTINENTAL -
CAPSTONE RE: SPECS
RE -BAR #4
12" O.C. BOTH WAYS
9" CONCRETE
RETAINING WALL —
LIMESTONE WALL
TO HAVE WALL TIES -
18" OC. BW.
3/4" WEEP HOLES 4' OC.
THROUGH CONCRETE WALL
AND MASONRY WALL
a
#4 TIES @ 18" C —
3"
4-#6 BARS
�3'�
_ PKLOT WATER
SUPPLY
RE -BAR #4
12" O.C. BW.
�TANKO.D.
SECTION A-A'i
WITH ANCHOR BOLTS EMBEDDED
PRIOR TO CONCRETE PLACEMENT
VILION POND WATER SUPPLY
PKLOT WATER SUPPLY
POND WATER SUPPLY
CONCRETE SLAB
OVERFLOW PIPE WITH FOOTING
LOCKOUTANCHOR
BOLT
-fT-#
-HAI' ,°• ;d .
d .
RE -BAR #4
12" O.C. BW.
NOTE: MAINTAIN A MINIMUM OF
3" OF COVER TO SIDE OF PIER.
WALL HEIGHT
VARIES
fRON'
fRON
2" WATER SUPPLY PIPE,
FROM POND, IN TANK
2" WATER SUPPLY PIPE, FROM PKLOT
SUMP PUMP (INTERIOR STANDPIPE)
BACK
3/4" WEEP HOLES 4' OC.
THROUGH CONCRETE WALL
AND MASONRY WALL
WATER SORAGE TANK
RE: SPECS FOR MODEL
CK
6" OVERFLOW PIPE (INTERIOR STANDPIPE)
(TROLLER
NUMBER LEGEND
1. SUBMERSIBLE PUMP
2. GT UL LISTED PUMP &
RWH CONTROLLER- FLUSH MOUNT
CONTROLLER INTO STONE FACADE,
& ATTACH TO CONCRETE WALL
3. PUMP POWER SUPPLY
(ALL POWER LINES TO BE
ENCASED IN ELECTRICAL CONDUIT)
4. LOW LEVEL FLOAT SWITCH
S. SECONDARY WATER
SUPPLY FLOAT SWITCH
6. PUMP DISCHARGE LINE -
SECURE TO TANK
7. CONTROL CONDUIT & WIRING
S. PUMP DISCHARGE
UNION/FLANGE
9. PITLESS ADAPTER -LOCATE
UNDER ACCESS HATCH
NOTES:
1. SIDEWALK PLACEMENT SHALL BE IN ACCORDANCE WITH B/CS UNIFIED DESIGN GUIDELINES.
2. FINISH: LIGHT BROOM FINISH. JOINTS TO BE TOOLED 1" DEEP @ 4' INTERVALS. EXPANSION JOINTS @ 60' O.C.,
CONTRACTION JOINTS @ 4' O.C.
3. DOWEL IN AND TIE TO ANY CONCRETE STRUCTURE ADJACENT TO SIDEWALK (DRIVEWAY, INLET BOX, CURB, JUNCTION BOX, ETC.)
WITH #3x12"BARS@12"O.C.OR#4x12"BARS@18"O.C.
4. COMPACTION: COMPACTED SUBGRADE MATERIAL COMPACTED TO A DENSITY AT LEAST 98% OF MAXIMUM DRY DENSITY AS
DETERMINED BY PROCTOR COMPACTION TEST ASTM D698 (STANDARD) AND SHALL BE 0-4% WET OF THE OPTIMUM MOISTURE CONTENT
5. A MINIMUM CLEAR PEDESTRIAN WIDTH AS DEFINED BY TAS AND ADA SHALL BE PROVIDED FOR ENTIRE LENGTH OF SIDEWALK.
6. ALL PIPE T BE SCH. 40 PVC
LINER BOOT
ME
FLANGE
GLUE OR WELD
BOOT FLANGE
TO MAIN LINER
PRELINER -
STJ
TOP OF CONCRETE
PIPE COUPLING
a
)IPE INSTALLED
N COUPLING
SEALANT BETWEEN
PIPE AND BOOT
STAINLESS STE
SCREW CLAMP
PENETRATI,
FLANGE SET THROUGH TANK FLOOR
LINER BOOT
PIPE EXTERNALLY
SUPPORTED
PRELINER —
STAINLESS
CLAMP—(
PRELINER--"-j
INNER
FLANGE
LINER
LINER BOOT -
MAIN
LINER BOOT
WITH FLANGE SUPPO RT
AT TANK WALL'.
PRELINE
INNER
A FLANGE
Y
OUTER
FLANGE MAIN
LINER
PRESSURE PIPE
THROUGH FLANGE SET
PENETRATIO
FLANGE SET THROUGH TANK W.
LINER PRELINER
' a
LINER BOOT
PLACED OVER
PIPE
INNER FLANGE
MAIN
ALLIED
i FLANGE
r TO SCALE
s"i36" PAPER SIZE
DATE: JUNE
010
PROJECT MAAGER:
DAVID WO
D
(979)764-3
88
REVISIONS:
SHEET:
- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -- - — ----------- — — — — — — — — — — — — — — — — — — — — — — ---- — — — — — — — — — — — — -
Krenek Tat) Rd. 80.0w
GENERAL NOTES:
ALL ROOF & GROUND MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENEE
FROM VIEW OR ISOLATED SO AS NOT TO BE VISIBLE FROM ANY PUBLIC ROW
OR RESIDENTIAL DISTRICT WITHIN 150' OF THE SUBJECT LOTMEASURED FROM
A POINT FIVE FEET ABOVE GRADE.SUCH SCREENING SHALL BE COORDINATED'W
THE BLDG.ARCHITECTURE AND SCALE TO MAINTAIN A UNIFIED APPEARANCE.
EXTERIOR BLDG. & SITE LIGHTING WILL MCgT!l[DARDS OF SECTION 71
OF THE UNIFIED DEVELOPMENT ORDINANeCtHE LIGHTIOURCE SHALL NOT D 0
PROJECT LIGHT HORIZONTALLY.FIXTURES WILL BE MOUNTED IN SUCH A MAW
THE PROJECTED CONE OF LIGHT DOES NOT CROSS ANY PROPERTY LIKE.
100% OF GROUNDCOVER,I)ECORATIVE PAVING,DECORATIVE ROCK(NOT LOOS
GRASS IS REQUIRED IN PARKING LOT ISLANDS,SWALES AND DRAINAGE AREA
LOT SETBACK,RIGHTS OF WAY,AND ADJACENT PROPERTY DISTURBED DURING
A PORTION OF THIS PROPERTY IS LOCATED'WITHIN THE FLOODPLAINXEMA FI
H
THAT
100 200
Scale 1 100'
241j36" PAPER SIZE
X
A
pp
•
I pq
All Ah
A,�
Ae
41
/yii
1b
2g-
g ENTRAL
W
�ercWr
jA'
9 'lie
,W0911
M
C
,-x
on
Mft6h
e! -ell p
e
R",
g, Y
NA� l
6,
40
°o
INV,
T
100 200
Scale 1 100'
241j36" PAPER SIZE
X
DATE: JUNE 2
PROJECT MAN,
DAVID WOC
(979) 764-38
REVISIONS:
300 SHEET.
OF 6
10
A
pp
•
I pq
All Ah
DATE: JUNE 2
PROJECT MAN,
DAVID WOC
(979) 764-38
REVISIONS:
300 SHEET.
OF 6
10
ED
EXISTING. AREA
LIGHT'...'
+j
INSTALL 1 WATEGEAR SCID MOUNTED, PACKAGED
PUMP STATION, #GT15-1.501230-CS-L, W/ AUTOMATIC FILTER
E:: -j
APPROXIMATE LOCATIO
EXISTING UNDERGROUND
/ (_INSTALL ONE 2" PVC LINES
FROM POND PUMP TO CISTERN
TWO #12 OF DIRECT BURIEL WIRES
ARE TO BE INSTALLED FROM POND
PUMP TO RWH CONTROLS AT CISTERN
EXISTING ELECTRICAL
PANEL r
WATER AND ELECTRICAL LINES
HAVE SEPERATE TRENCHES
I INS ALL (MARY (2) - 2" PVC CONDUITS
W/ THREE #12 ELECTRICAL WIRES
-'-FROM TRANSFORMER TO RWH
PAVILION
POND
1111PAP
ME
2AF
20 40 60
ale 1" = 20'
DATE: JUNE 201)
PROJECT MANA
DAVID WOOD,
(979) 764-3886
REVISIONS:
ER:
i
SHEET:
3
OF 6
SILT FENCING
DURING CONST.
STEEL EDGE
'ALE TO MEET GRADE AT END
Itto
F
INSTALL 100 SOFT. FLAGSTONE AT SAME -
ELEVATION OF PAVILION FLOOR
RE: DETAIL THIS SHEET
wr"OhAVILION
1oo'-6° FF,
INSTALL CRUSHED
GRANITE SURFACE
2" BELOW PAVILION ELEVATION
RE: DETAIL THIS SHEET
POND
INSTALL 150 SOFT. FLAGSTONE AT SAME
ELEVATION OF PAVILION FLOOR
RE: DETAIL THIS SHEET
`3 OF POLYURETHANED
COMPACTED GRANITE GRAVEL
UNDISTURBED SUB -GRADE
GRANITE GRAVEL SURFACE
NOT TO SCALE
l�
(jl
Q MORTAP. FLAGSTONE FLAGSTONE 99'-7" ELEVATION
GRANITE GRAVEL
INSTALL 200 SOFT.
�
FLAGSTONE PATIO
RE: DETAIL THIS SHEET
WATER LEVEL 99'
99'-4" ELEVATION
99'-1" ELEVATION
POND 98 ELEVATION 98'-10" ELEVATION
OQ O LINER 2' SAND BASE
'ELEVATION
FLAGSTONE PON® R SECTION
NOT TO SCALE 7
RESHAPE EXISTING SWALE NOTES:
2' WIDE X T DEEP 1.) ALL SOLID PIPE TO SCH. 40
SWALE OVERFLOW 2.) CRUSHED LIMESTONE SURFACE(PROVIDED BY CITY)
98' ELEVATION TO BE 3" THICK EQUALING APROXIMATELY 12 CUBIC YARDS
RE: STABILIZER SPECS FOR INSTALLATION INSTRUCTIONS
4.) MARK POND EDGES NOTIFY PROJECT MANAGER FOR
APPROVAL PRIOR TO EXCAVATION
3.) FLAG LOCATIONS OF PLANTS & NOTIFY PROJECT MANAGER
FOR APPROVAL PRIOR TO PLANTING
FLAGSTONE POND BORDER -
INSTALL 1000 SOFT. FLAGSTONE
RE: DETAIL THIS SHEET
EXIST KEG WOOD
'• I
WATE
\ ARVESTI G
TANK
am
"Al
T,■
.� 100'- 6" F
INSTALL 100 SOFT.
OF NEW PAVER
TO MATCH -�
EXISTING PAVER
SIDEWALK
RE: DETAIL
PAVER WALKWAY
W/ STEEL EDGING
EXISTING OUTLET
W/PIPE FLOW LINE
ELEVATION 98'
101
100
97
98
97--
96
0
2'-6"
2'-6"
PPa\lP n ♦ vrn i►
PAVER WALKWAY
NOT TO SCALE
INSTALL 100 LF. X 18"
CONC. MOWSTRIP
RE: DETAIL PLANTER BED
PLANTER BED
RE:PLANTER BED
F 3/4" COMPACTED
SHED LIMESTONE
UNDISTURBED SUB -GRADE
E;i1ST.GRADE
......... .........
WEED CLOTH
WEED CLOTH PERFERATED-1
TO ALLOW WATER
TO SEEP THROUGH.
P
MCI TOI'!
INSTALL 125 LF. OF 6"X6"
LIMESTONE CHOPBLOCK —
RE: DETAIL PLANTER BED
EXISTING PAVER SIDEWALK
PPROX. 1" MORTAR BED
OF 3/4" COMPACTED
USHED LIMESTONE
UNDISTURBED SUB -GRADE
FLAGSTONE PATIO/WALKWAY
NOT TO SCALE
5 10 15 20 25
Po"' ND PROFILE
35
,
NG FACADE
" HARDWOOD MULCH
6"x6" LIMESTONE CHOPBLOCK
7-L—MORTARED IN HORIZONTALLY
DRY STACKED VERTICALLY
1'
CONC. BORDER w/
3 BARS Qa 12" O.C. BW.
STRENGTH 3000 psi
18" (4" THICK MIN.)
EXCAVATE & HAUL OFF 6"
OF EXISTING SOIL & SOD
ADD 12" BED MIX
ER BED
EXIT
r
INSTALL 20 SOFT
'OF NEW PAVER
TO MATCH
EXISTING PAVER
SIDEWALK
RE: PAVER WALKWAY
p
45
3/16 = 11.011
6 PAPER
2"X4" WIRE MESH
FASTENED TO T=POST
SEDIMENT CONTROL FABRIC
FASTENED SECURELY TO
T -POST & WIRE MESH
METAL T -POST
8" OF FILTER FABRIC TO EXTEND
AS REO'D. TO MAINTAIN.
INTO A TRENCH AND BE ANCHORED
SPACED 6' APART
WITH COMPACTED BACK FILL
ALLOW 2.5' TO 5' AT TOE OF
SILT FENCE AND/OR
SLOPE FOR SEDIMENT TO
HAY BALES TO BE
ACCUMULATE. ALIGN FENCE
USED IN AREAS OF
ALONG SLOPE CONTOURS.
DRAINAGE FLOW.
OF FLOW
NATURAL GROUND
DIRECTION
4"
4"X4" MIN. TRENCH
4"-7
SILT FENCE
ASSEMBLY
SWPP1-03
l�
(jl
Q MORTAP. FLAGSTONE FLAGSTONE 99'-7" ELEVATION
GRANITE GRAVEL
INSTALL 200 SOFT.
�
FLAGSTONE PATIO
RE: DETAIL THIS SHEET
WATER LEVEL 99'
99'-4" ELEVATION
99'-1" ELEVATION
POND 98 ELEVATION 98'-10" ELEVATION
OQ O LINER 2' SAND BASE
'ELEVATION
FLAGSTONE PON® R SECTION
NOT TO SCALE 7
RESHAPE EXISTING SWALE NOTES:
2' WIDE X T DEEP 1.) ALL SOLID PIPE TO SCH. 40
SWALE OVERFLOW 2.) CRUSHED LIMESTONE SURFACE(PROVIDED BY CITY)
98' ELEVATION TO BE 3" THICK EQUALING APROXIMATELY 12 CUBIC YARDS
RE: STABILIZER SPECS FOR INSTALLATION INSTRUCTIONS
4.) MARK POND EDGES NOTIFY PROJECT MANAGER FOR
APPROVAL PRIOR TO EXCAVATION
3.) FLAG LOCATIONS OF PLANTS & NOTIFY PROJECT MANAGER
FOR APPROVAL PRIOR TO PLANTING
FLAGSTONE POND BORDER -
INSTALL 1000 SOFT. FLAGSTONE
RE: DETAIL THIS SHEET
EXIST KEG WOOD
'• I
WATE
\ ARVESTI G
TANK
am
"Al
T,■
.� 100'- 6" F
INSTALL 100 SOFT.
OF NEW PAVER
TO MATCH -�
EXISTING PAVER
SIDEWALK
RE: DETAIL
PAVER WALKWAY
W/ STEEL EDGING
EXISTING OUTLET
W/PIPE FLOW LINE
ELEVATION 98'
101
100
97
98
97--
96
0
2'-6"
2'-6"
PPa\lP n ♦ vrn i►
PAVER WALKWAY
NOT TO SCALE
INSTALL 100 LF. X 18"
CONC. MOWSTRIP
RE: DETAIL PLANTER BED
PLANTER BED
RE:PLANTER BED
F 3/4" COMPACTED
SHED LIMESTONE
UNDISTURBED SUB -GRADE
E;i1ST.GRADE
......... .........
WEED CLOTH
WEED CLOTH PERFERATED-1
TO ALLOW WATER
TO SEEP THROUGH.
P
MCI TOI'!
INSTALL 125 LF. OF 6"X6"
LIMESTONE CHOPBLOCK —
RE: DETAIL PLANTER BED
EXISTING PAVER SIDEWALK
PPROX. 1" MORTAR BED
OF 3/4" COMPACTED
USHED LIMESTONE
UNDISTURBED SUB -GRADE
FLAGSTONE PATIO/WALKWAY
NOT TO SCALE
5 10 15 20 25
Po"' ND PROFILE
35
,
NG FACADE
" HARDWOOD MULCH
6"x6" LIMESTONE CHOPBLOCK
7-L—MORTARED IN HORIZONTALLY
DRY STACKED VERTICALLY
1'
CONC. BORDER w/
3 BARS Qa 12" O.C. BW.
STRENGTH 3000 psi
18" (4" THICK MIN.)
EXCAVATE & HAUL OFF 6"
OF EXISTING SOIL & SOD
ADD 12" BED MIX
ER BED
EXIT
r
INSTALL 20 SOFT
'OF NEW PAVER
TO MATCH
EXISTING PAVER
SIDEWALK
RE: PAVER WALKWAY
p
45
3/16 = 11.011
6 PAPER
SILT FENCING
DURING CONST.
STEEL EDGE
SWALE TO MEET GRADE AT END
RESHAPE EXISTING SWALE
2' WIDE X 1' DEEP
SWALE OVERFLOW
98' ELEVATION
INSTALL 100 SOFT. FLAGSTONE AT SAME '• '
ELEVATION OF PAVILION FLOOR
RE: DETAIL THIS SHEET
PAVILION
700'-6" FF.
/f
INSTALL CRUSHED
GRANITE SURFACE
2" BELOW PAVILION ELEVATION
RE: DETAIL THIS SHEET
POND
INSTALL 200 SOFT.
FLAGSTONE PATIO
RE: DETAIL THIS SHEET
NOTES:
1.) ALL SOLID PIPE TO SCH. 40
2.) CRUSHED LIMESTONE SURFACE(PROVIDED BY CITY)
TO BE 3" THICK EQUALING APROXIMATELY 12 CUBIC YARDS
RE: STABILIZER SPECS FOR INSTALLATION INSTRUCTIONS
4.) MARK POND EDGES NOTIFY PROJECT MANAGER FOR
APPROVAL PRIOR TO EXCAVATION
3.) FLAG LOCATIONS OF PLANTS & NOTIFY PROJECT MANAGER
FOR APPROVAL PRIOR TO PLANTING
2
DFLAGSTONE POND BORDER -
INSTALL 1000 SOFT. FLAGSTONE
RE: DETAIL THIS SHEET
INSTALL 150 SOFT. FLAGSTONE AT SAME
ELEVATION OF PAVILION FLOOR . .
RE: DETAIL THIS SHEET
Qom.
/-3" OF POLYURETHANED
/ COMPACTED GRANITE GRAVEL
('311ANITE GRAY
NOT TO SCALE
vnvia I vnoav said
-GRADE
L SURFACE
EXISPNG WOOD BR
mp�ppppp'
ITl�T
EXISTING OUTLET
W/PIPE FLOW LINE
ELEVATION 98'
WATE
\ ARVESTI G
TANK
100'- 6"
INSTALL 100 SOFT.
OF NEW PAVER
TO MATCH
EXISTING PAVER
SIDEWALK
RE: DETAIL
PAVER WALKWAY
W/ STEEL EDGING
2'-6"
ii
MORTAR FLAGSTONE LAGSTONE 99'-7" ELEVATION
GRANITE GRAVEL
WATER LEVEL 99' — 99'-4" ELEVATION
i
j 99'-1" ELEVATION
ME
POND IF98' ELEVATION �8'-10" ELEVATION
LINER\_2" SAND BASE
I �!
'ELEVATION
I!
Ii
i,
FLAGSTONE POND 11"'RDER SEC
NOT TO SCALE
!
/'AWP n A Vcn C
PAVER WALKWAY
NOT TO SCALE
2'-6" RE PLANTETER R BED
INSTALL 100 LF. X 18"
CONC. MOWSTRIP
RE: DETAIL PLANTER BED
LIMESTONEMED
UNDISTURBEDSUB-GRADE
'/////// ,iaiiaaoiiiZelz
INSTALL 125 LF. OF 6"X6"
LIMESTONE CHOPBLOCK —
RE: DETAIL PLANTER BED
NG FACADE
'HARDWOOD MULCH
61,
6"x6" LIMESTONE CHOPBLOCK
MORTARED IN HORIZONTALLY
DRY STACKED VERTICALLY
1'
CONC. BORDER w/
3 BARS Q 12" O.C. BW.
WEED CLOTH 18„ - STRENGTH 3000 psi
(4" THICK MIN.)
WEED CLOTH PERFERATED
TO ALLOW WATER EXCAVATE & HAUL OFF 6"
TO SEEP THROUGH. OF EXISTING SOIL & SOD
Ann 19" RFD "m
0
INSTALL 25 LF. X 6"
►�
EXISTING PAVER SIDEWALK
PPROX. T' MORTAR BED
OF 3/4" COMPACTED
MSHED LIMESTONE
UNDISTURBED SUB -GRADE
IFLAGSTONE PATIO/WALKWAY
NOT TO SCALE
5 10 15 20 25
POND PROFILE=
30
35
insPC
1I
DATE: JUNE
PROJECT MA
DAVID Wt
(979) 764-:
REVISIONS:
45 SHEET:
3/16 =1'-0°
6" PAPER SIZE of 6
,[[fes -10!!
- 2••X4" WIRE MESH
FASTENED TO T=POST
- SEDIMENT CONTROL FABRIC
FASTENED SECURELY TO
T -POST & WIRE MESH
METAL T -POST
8" OF FILTER FABRIC TO EXTEND
AS REQ'D. TO MAINTAIN.
INTO A TRENCH AND BE ANCHORED
SPACED 6' APART
WITH COMPACTED BACK FILL
ALLOW 2.5' TO 5' AT TOE OF
SILT FENCE AND/OR
/
SLOPE FOR SEDIMENT TO
HAY BALES TO BE _
ACCUMULATE. ALIGN FENCE
USED IN AREAS OF
ALONG SLOPE CONTOURS.
DRAINAGE FLOW.
OF FLOW
NATURAL GROUND
DIRECTI� ON
u
4"X4" MIN. TRENCH
4"
SILT FENCE
ASSEMBLY
SWPPI-03
INSTALL CRUSHED
GRANITE SURFACE
2" BELOW PAVILION ELEVATION
RE: DETAIL THIS SHEET
POND
INSTALL 200 SOFT.
FLAGSTONE PATIO
RE: DETAIL THIS SHEET
NOTES:
1.) ALL SOLID PIPE TO SCH. 40
2.) CRUSHED LIMESTONE SURFACE(PROVIDED BY CITY)
TO BE 3" THICK EQUALING APROXIMATELY 12 CUBIC YARDS
RE: STABILIZER SPECS FOR INSTALLATION INSTRUCTIONS
4.) MARK POND EDGES NOTIFY PROJECT MANAGER FOR
APPROVAL PRIOR TO EXCAVATION
3.) FLAG LOCATIONS OF PLANTS & NOTIFY PROJECT MANAGER
FOR APPROVAL PRIOR TO PLANTING
2
DFLAGSTONE POND BORDER -
INSTALL 1000 SOFT. FLAGSTONE
RE: DETAIL THIS SHEET
INSTALL 150 SOFT. FLAGSTONE AT SAME
ELEVATION OF PAVILION FLOOR . .
RE: DETAIL THIS SHEET
Qom.
/-3" OF POLYURETHANED
/ COMPACTED GRANITE GRAVEL
('311ANITE GRAY
NOT TO SCALE
vnvia I vnoav said
-GRADE
L SURFACE
EXISPNG WOOD BR
mp�ppppp'
ITl�T
EXISTING OUTLET
W/PIPE FLOW LINE
ELEVATION 98'
WATE
\ ARVESTI G
TANK
100'- 6"
INSTALL 100 SOFT.
OF NEW PAVER
TO MATCH
EXISTING PAVER
SIDEWALK
RE: DETAIL
PAVER WALKWAY
W/ STEEL EDGING
2'-6"
ii
MORTAR FLAGSTONE LAGSTONE 99'-7" ELEVATION
GRANITE GRAVEL
WATER LEVEL 99' — 99'-4" ELEVATION
i
j 99'-1" ELEVATION
ME
POND IF98' ELEVATION �8'-10" ELEVATION
LINER\_2" SAND BASE
I �!
'ELEVATION
I!
Ii
i,
FLAGSTONE POND 11"'RDER SEC
NOT TO SCALE
!
/'AWP n A Vcn C
PAVER WALKWAY
NOT TO SCALE
2'-6" RE PLANTETER R BED
INSTALL 100 LF. X 18"
CONC. MOWSTRIP
RE: DETAIL PLANTER BED
LIMESTONEMED
UNDISTURBEDSUB-GRADE
'/////// ,iaiiaaoiiiZelz
INSTALL 125 LF. OF 6"X6"
LIMESTONE CHOPBLOCK —
RE: DETAIL PLANTER BED
NG FACADE
'HARDWOOD MULCH
61,
6"x6" LIMESTONE CHOPBLOCK
MORTARED IN HORIZONTALLY
DRY STACKED VERTICALLY
1'
CONC. BORDER w/
3 BARS Q 12" O.C. BW.
WEED CLOTH 18„ - STRENGTH 3000 psi
(4" THICK MIN.)
WEED CLOTH PERFERATED
TO ALLOW WATER EXCAVATE & HAUL OFF 6"
TO SEEP THROUGH. OF EXISTING SOIL & SOD
Ann 19" RFD "m
0
INSTALL 25 LF. X 6"
►�
EXISTING PAVER SIDEWALK
PPROX. T' MORTAR BED
OF 3/4" COMPACTED
MSHED LIMESTONE
UNDISTURBED SUB -GRADE
IFLAGSTONE PATIO/WALKWAY
NOT TO SCALE
5 10 15 20 25
POND PROFILE=
30
35
insPC
1I
DATE: JUNE
PROJECT MA
DAVID Wt
(979) 764-:
REVISIONS:
45 SHEET:
3/16 =1'-0°
6" PAPER SIZE of 6
,[[fes -10!!