HomeMy WebLinkAboutDrawingsF
SIGN INFORAMTION' IS FOR
EXISTING 6' GRAHAM LOCATIONAL USE ONLY.
SIDEWALK ROAD ALL SIGNS TO BE
VARIABLE WIDTH R.O.W. PERMITTED SEPARATELY.
NOW N 41 °4 ' 18" E 137.00'
ONE
SITE LIGHTS. (D /SDI
FOR DETA LS
I �
I
�I
NOTE
ALL ROOF & GROUND – MOUNTED
MECHANICAL i:QUIPMENT SHALL BE
SCREENED FROM VIEW OR ISOLATE
AS TO NOT BE VISIBLE FROM ANY
PUBLIC R.O.W OR. RESIDENTIAL
IDISTRICT WIPi !N 150'
KEY TO TYPICAL PAVEMENT SECTIONS
Al CONCRETE PAVING PER SPECS.
Q COMPACTED BASE COURSE PER GEOTECHNICAL REPORT
A SIDEWALK, WHERE APPLICABLE, SEE SITE PLAN
Q4 CONCRETE CURB SE` E /SD3
n LANDSCAPED
6 I AREA
SIDEWALK @ SERVICE ENTRY
3 = 1 1 -0
3/4" STL SLOTTED I
BASE PLATE I 11" CIR.
I 1/4 " STL. LEVELING PLATE I 111 I 4 - 1" 1/4 " X 11" 3/4 " SLOTTED HOLES
"
3/4 " GROUT
I 3000 PSI MIN. I
I I c
1" ON 1/4 " STL LEVELING PLATE
2" HAND HOLE 3" X 3" HOLE IN BASE AND LEVELING PLATE FOR
CONDUIT ACCESS
5" POLE #101- 5007 -25
-
1 it = 20'
C_
in 01
12 s IUD
cc TYP REVERSE ARROWS FOR
OPPOSITE DIRECTION SITE
co OF FLOW ti N
`'D ALL FLOW ARROWS TO BE
in
SOLID YELLOW REFLECTVE a
TRAFFIC PAINT AS PER NORTH N RTH "'
DIMENSIONS ABOVE
CD
LA
B PAINTED TRAFFIC ARROWS
N NTS VICINITY MAP NTS
L MEN 010 MEN = A100000000 11111 WIN 0011
SITE LIGHTS S 41"41'1 " W 137.00' 401'70
(D /SD1 FOR I II
E EASEMENT
DETAILS) 24' PU
r
Legal Description
Lot 4R, Block 1 1 f
Graham Corner Plaza
Volume 6764, Page 264, College SITE AREA:
Station, Brazos County, Texas 0.6290 Acres 27,400 S.F.
Lot 6R, Block 1
Graham Comer Plaza /
ZONED C -1
N
N 18 �
• D NOTE:, VERIFY GEOTECHNICAL REPORT AS WELL AS LOCAL. GUIDELINES
FOR PAVEMENT REQUIREMENTS AND RECOMMENDA11ONS
.I S OTYP.CONCRETE PAVEMENT DETAIL
" I NTS
I
1
■ 15 REAR BUILDING SET BACK LINE I ■
Lot 5R, Block 1
O
�
SEE K1
PAINTED TRAFFIC
I ARROWS, SEE
A�CLE STORAGE RACK a
_—
—
(TYPICAL) I
:) I
B /SDI (TYP.) H
LANDSCAPE AREA I
O
- SEE
Graham Comer Plaza
I
0
EDGE OF
CONCRETE
FOUNDATION
�
EXIT
SI GN EXTER('OR SIGN
CAST IRON STORM SEWER FOR TYPE OF SERVICE
I
�
nRSD3
SIGN R SD3 _
- — — — - TRASFC, SEE K1 BRAZOS
VALLEY BANK
ZONED C -1
I
0 1
I H.C. SYMBOL,
SEE N /SD3
�
ELEVATION
( 1;
w-
ANCHOR BOLT _
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O
CV
j
_W
! : . j . 2' -I" ; ' REINF. AS PER
SCORED
SD
= D
H
_ = ; Q • ' OUTLET -STORM
> SEWER
�,REO AR
ONLY.
INLET - STORM ; " ' 0" DIA.
N.C. RAMP
SEWER ONLY
6' -
in
INVERT SAN. W DIA. BASE ••
LLJ
SEWER ONLY :
4 0,
I
7
SEE A /SD3
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I
,
- 00
H 2t
=f
SECONDARY POUR
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00
00
SD
P \SD3, TYP.
SLOPE: 1/4" PER 12" SUMP WITH FILTER MATERIAL ALL
SD1
I
f
AROUND AS PER SPECS. (STORM
o -
SEWER ONLY).
i
G MANHOLE NTS
W
DRAWN
I
I SCORED H.C.
RAMP
z
I
SITE LIGHTS.
W
SI
I.IIGHTS.
(D /SDI FOR I
DETAILS)
w 1
(
SEE F /SD2 FOR DETAIL
*OF MENU, PREVIEW BDS
(E
D
DP FORT
AI S)
I a_
_
�
I
I
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& SPEAKER LOCATIONS
�
N
■
C SIDEWALK DETAIL
1 0 PAINT M J!ZONE C-1
EXTERIOR / -- I .
I I , BUILDING
20' PU EASFJ IENT SD
'
25 FR NT SE ACK L E _
EXIT SIGN, —
R /SD3 9 5 — 4
•. .
NOTE: PAINT STRIPE, TYP. SCORED H.C. RAMP
SCORE CURB AT I 1 ' I • `
ti
TRUE PLAN
NORTH NORTH
LOT ZONED C -1 COMMERCIAL
BUILDING USE: RESTAURANT with DRIVE THRU
A SITE PLAN
PARKING ANALYSIS
RESTAURANT W/ DRIVETHRU
1 per 100SF.
2060 SF / 100 = 21 REQUIRED
19 REGULAR PARKING SPACES
PROVIDED @ 9' -0" X. 20' -0" MIN.
2 H.C. SPACES
21 SPACES TOTAL PROVIDED
'ti
CL
LU
Q 1
4" SAND BASE
6" x 6" 6/6 W.W.M.
3/4 " HEAVY WALL CONDUIT
EXTEND TO BLDG. ELEC. SERV —
2'--6" HIGH RIGID FIBER
FORM (SONOTUBE) FORM
FILLED WITH CONC.
I LANDSCAPE GRADE LEVEL
—III III II
er� 4 - 1" X 36" X 4" ANCHOR BOLTS W/ 3 1/2 "
O I ( II MIN. BOLT PROJEC11ON
it II 'IL
L 4 - #4 BARS W /#3 TIES ® 12" - LOCATE
ALTERNATE LOCATIONS FROM A.B.
' LI.
o l II �� ' A� F " , C/_ —
>/�
j NOTES:
0 1 U 1. FOUNDATION SHOWN IS A TYPICAL DESIGN.
__1 WIND LOADS OF MORE THAN 100 MPH AND
UNSTABLE SOIL CONDITIONS MAY REQUIRE AN
3 ALTERNATE DESIGN. VERIFY CONDITION OF SOILS
WITH SOILS REPORT
14 ° _ 2. FOUNDATIONS SHALL EXTEND BELOW FROST
(� DEPTH PER LOCAL CODES.
21 DIA
LIGHT "STANDARD DETAIL
NTS
I PAVING GRADE
SEE PLANS
zi
R =3
d�
Z
J
~ w t4 � v
W °• • ' 4
IIIII III III
—R =3"
CORNERS
3 - #3 CONT.
PAINTED TRAFFIC
I ARROWS, SEE
A�CLE STORAGE RACK a
_—
—
(TYPICAL) I
:) I
B /SDI (TYP.) H
LANDSCAPE AREA I
COMPACTED BASE
- SEE
SD
I ENTER SIGN,
REF. SD 4 FOR DETAILS c
[� DO NOT ENTER
( ONLY
EDGE OF
CONCRETE
_
EXIT
SI GN EXTER('OR SIGN
CAST IRON STORM SEWER FOR TYPE OF SERVICE
2 27 DEC 2005
¢
nRSD3
SIGN R SD3 _
- — — — - TRASFC, SEE K1 BRAZOS
VALLEY BANK
19
Lot 1, Block 1
I I , BUILDING
20' PU EASFJ IENT SD
'
25 FR NT SE ACK L E _
EXIT SIGN, —
R /SD3 9 5 — 4
•. .
NOTE: PAINT STRIPE, TYP. SCORED H.C. RAMP
SCORE CURB AT I 1 ' I • `
ti
TRUE PLAN
NORTH NORTH
LOT ZONED C -1 COMMERCIAL
BUILDING USE: RESTAURANT with DRIVE THRU
A SITE PLAN
PARKING ANALYSIS
RESTAURANT W/ DRIVETHRU
1 per 100SF.
2060 SF / 100 = 21 REQUIRED
19 REGULAR PARKING SPACES
PROVIDED @ 9' -0" X. 20' -0" MIN.
2 H.C. SPACES
21 SPACES TOTAL PROVIDED
'ti
CL
LU
Q 1
4" SAND BASE
6" x 6" 6/6 W.W.M.
3/4 " HEAVY WALL CONDUIT
EXTEND TO BLDG. ELEC. SERV —
2'--6" HIGH RIGID FIBER
FORM (SONOTUBE) FORM
FILLED WITH CONC.
I LANDSCAPE GRADE LEVEL
—III III II
er� 4 - 1" X 36" X 4" ANCHOR BOLTS W/ 3 1/2 "
O I ( II MIN. BOLT PROJEC11ON
it II 'IL
L 4 - #4 BARS W /#3 TIES ® 12" - LOCATE
ALTERNATE LOCATIONS FROM A.B.
' LI.
o l II �� ' A� F " , C/_ —
>/�
j NOTES:
0 1 U 1. FOUNDATION SHOWN IS A TYPICAL DESIGN.
__1 WIND LOADS OF MORE THAN 100 MPH AND
UNSTABLE SOIL CONDITIONS MAY REQUIRE AN
3 ALTERNATE DESIGN. VERIFY CONDITION OF SOILS
WITH SOILS REPORT
14 ° _ 2. FOUNDATIONS SHALL EXTEND BELOW FROST
(� DEPTH PER LOCAL CODES.
21 DIA
LIGHT "STANDARD DETAIL
NTS
I PAVING GRADE
SEE PLANS
zi
R =3
d�
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W °• • ' 4
IIIII III III
—R =3"
3 - #3 CONT.
W/ #3 BENT
_—
—
REINF. @ 12
:) I
O.C.E.W.
A06 DEC 2005
COMPACTED BASE
- SEE
—
GEOTECHNICAL
REPORT
NTS I O EXTRUDED CURB I
NTS
1/2 " PREMOLDED MASTIC
STRIP CONTINUOUS.
4" THICK CONC. WALK
3000 PSI @ 28 DAY PCC.
1/2 n PREMOLDED
MASTIC STRIP.
SLOPE CURB & CUTTER
v . ..
SIGN INFORAMTION IS FOR
EXISTING LOCATIONAL USE ONLY. ®2005 All Rights Reserved
6'
SIDEW GRAHAM ROAD ALL SIGNS TO BE This drawing is the property
VARIABLE WIDTH R.O.W. I PERMITTED SEPARATELY. of Cumpton & Associates,
Inc. And shall not be used
3 15,_4" 51 , x " EX ISTING POWER POLE sr -o" IZ'-o' or reproduced without the
express written permission
S11C N of the Architect.
TER METER 41
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IRRIGATION ......
TER METER
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S�41.IL KESWAI�81
DOMESTIC WATER LIE I Fri OWNER
1 1424 Andover Ct.
(2.5" ATSM D2241)
o ( J •�, I ) ' E College Station, TX 77845
N 3 0 (979)690 -8730
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24 PUE EASEMENT '
N — c° F' O Z
FH
0 49
TRUE LAN
NORTH NORTH VLEVAT ION �� C
CERTIFICATE �
LANDSCAPED AREA ''
❑ REQUIRED
-- IRRIGATION SLEEVE 13 +1' a-
NOTE (P
WL 12 12" WATER LINE , THIS TRACT DOES NOT LIE WITHIN A
DESIGNATED 100 YEAR FLOOD PLAIN A
WL 8 8" WATER LINE 0 ,Le}' ACCORDING TO THE F.I.R.M. MAP
FOR
SL 6 6" SAN. SEWER LINE
WL 2.5 2.5" WATER LINE NOT 1 . COMMUNITY PANEL NO. 48081C0 01 V IEWE D
__ EFFEC?!VE DATE: 02 -05 -2000 C MP�,.IANDE
i
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L — SL 6 PVC — 6" PVC SEWER LINE (Meets SDR 26 ASTM D3034) RE JAN 1 9 2006
L .
COMPLIANCE
COLL11 to - nGN
E DIMEN IONED /UTILITY SITE PLAN SAN 1 y Zoos��' NO
COLLEG STATION 1 " - 20'
■ UEVE1 I
10 1 -0 11
i" WIDE LETTERS
SIGN
SCAL
3/8 "= ! -O u
2 1- 0 11
TYP. 6—
REVISION
TOP ELEV. REFER CAST IRON MANHOLE FRAME AND COVER
A06 DEC 2005
TO THIS POINT BY: U.S. FOUNDRY NO 310 (OR EQUAL)
TOP TO BE IMPRINTED SANITARY OR
CAST IRON STORM SEWER FOR TYPE OF SERVICE
2 27 DEC 2005
M.H. FRAME
PAVEMENT FLUSH
1" DIA. GALV. WITH TOP OF RIM.
Q 12 JAN 2006
I
I
ANCHOR BOLT _
RICK LEVELING
COURSES.
C4
j
_W
! : . j . 2' -I" ; ' REINF. AS PER
i
m w '. SUPPLIER.
_ = ; Q • ' OUTLET -STORM
> SEWER
�,REO AR
ONLY.
INLET - STORM ; " ' 0" DIA.
SEWER ONLY
6' -
in
INVERT SAN. W DIA. BASE ••
SEWER ONLY :
4 0,
7
�P�
�• >
SECONDARY POUR
(SAN SEWER ONLY) 10' DIA SUP DRAIN STORM SEWER
ONLY) 4 C.F. OF 3/4 WASHED ROCK
SLOPE: 1/4" PER 12" SUMP WITH FILTER MATERIAL ALL
SD1
I
AROUND AS PER SPECS. (STORM
SEWER ONLY).
i
G MANHOLE NTS
I
DRAWN
I
2 1- 0 11
TYP. 6—
T .,
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O A NOT USED
NTS
O C NOT USED
NTS
D NOT USED NTS
G NOT USED NTS
■
EARTH BERG TO BE REMOVED PRIOR TO
GROUND COVER OR LAWN INSTALLATION
APPLY PRE - EMERGENCE HERBICIDE & FERTILIZER
AT MANUFACTURERS RECOMMENDED RATES
rip
FIN. GRADE
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COMPACTED I 2X BALL
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VALVE I.D. OPTIONAL PRESSURE
TAG REGULATING MODULE
VALVE BOX W/ CONCRETE CURB
COVER (PLASTIC) OR WALK
APPROVED TYPE FINNISH
ELEC. CONNECTOR W/ GRADE
1" OF COILED EXTRA 1' 0"
WIRE ® EA. CONNECTION
GALV. STEEL III -I fa 1 1 =1 I
NIPPLE OR 0 III !11
PVC I .I I � iff Tff
MALE PVC
GALV. STL. ADAPTER
ELBOW OR
PVC PVC PLASTIC PIPE
COMMON L'�c �P�d E 2x4 RWD.
WIRE BLOCK
PVC PLASTIC 1 C.U. GRAVEL
MAIN LINE
-- PVC SUPXSLIPX
COMMON THREAD TEE
WIRE
H IRRIGATION REMOTE CONTROL VALVE
NTS
LODGE POSE
#135 CINCH TIE WONDER TIES OR
OR APPROVED APPROVED EQUAL
EQUAL
#8 GALV. WIRE
W/ FLAGGING
LODGE POLE — WONDER TIES OR
APPROVED EQUAL
1 1/4" GALV.
PIPE TYPE. APPLY PRE - EMERGENCE
HERBICIDE & FERTILIZER
AT MANUFACTURERS
Z RECOMMENDED RATES
O
_I EARTH BERM TO BE
r (D REMOVED PRIOR TO
GROUND COVER OR
0 - LAWN INSTALLATION
N v APPLY ROOT
STIMULATOR
2XBALL et
UNDISTURBED PROVIDE 6" GALV. ROOT BALL
SOIL TURNBUCKLE — L BACK FILL MIX
NTS N TREE STAKING (SEE SPECS) NTS
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TREE PROTECTION NOTES:
1. DURING CONSTRUCTION PROTECTIVE BARRIERS SHALL BE PLACED BY THE SITE CONTRACTOR TO PREVENT DESTRUCTION OF TREES WHICH
ARE DESIGNATED TO REMAIN, PROTEC11ON BARRIERS SHALL BE ERECTED PRIOR TO CONSTRUCTION OF ANY KIND ON THE SITE.
2. BARRIERS SHALL CONSIST OF PROTECTIVE POSTS TWO (20 inches BY (4) FOUR INCHES OR LARGER, WOODEN POSTS PLANTED IN
SUFFICIENT DEPTH TO BE STABLE WITH AT LEAST FOUR (4) FEET OF POST VISIBLE ABOVE THE GROUND. POSTS SHALL BE PLACED NO
CLOSER THAN FIVE (5) FEET TO THE TRUNK UNLESS PROPOSED PAVING CONSTRUCTION WILL NOT APART. REFER TO TREE PROTECTION
BARRIER DETAIL, EACH SECTION SHALL BE LINKED TOGETHER WITH LUMBER, EROSION FABRIC, NET OR PLASTIC FENCE MATERIAL
3. PROPOSED GRADES AROUND TREES TO REMAIN SHALL BE MAINTAINED TO WITHIN (4) FOUR INCHES OF THE EXISTING GRADE.
4. CONTRACTOR SHALL NOTIFY ZONING DIRECTOR UPON COMPLETION OF THE TREE PROTECTION BARRIERS AND PRIOR TO REMOVAL OF
EXISTING TREES FOR A SITE INSPECTION. ZONING DIRECTOR SHALL CONDUCT A FINAL INSPECTION ONCE THE EXISTING
TREES ARE REMOVED THE 1 YEAR MAINTENANCE PERIOD SHALL BEGIN AFTER FINAL INSPECTION APPROVAL.
5. THE CONTRACTOR SHALL FOLLOW TREE REMOVAL, TREE PROTEC11ON AND GENERAL PLANTING REQUIREMENTS
AS DEFINED BY LOCAL JURISDICTION.
6. PROTECTIVE BARRIER'S SHALL REMAIN IN PLACE AND INTACT UNTIL SUCH TIME AS CONSTRUCTION
IS COMPLETE AND ALL EQUIPMENT IS REMOVED FROM SITE
7. BARRIERS SHALL BE PLACED AT THE TREE CANOPY LINE EXCEPT ADJACENT TO THE 2" X 4" FENCING
PROPOSED CONSTRUCTION AREA WHERE IT MAY BE AT ONE HALF OF THE CANOPY
DISTANCE ON ONE SIDE ONLY
8. WHERE PERMITTED BY LOCAL JURISDICTION, CONTRACTOR MAY USE ORANGE PLASTIC SAFETY
FENCING IN LIE -OF WOOD FENCING.
S TREE BARRIERS DETAIL
d
0
N
EXISTING
GROUND
Z
cV
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NOT USED NTS
NOTE:
AIM WATER AWAY FROM BUILDING OR POSITION ADJACENT
TO PLANT MATERIAL
6" BUBBUER HEAD
BARK MULCH OR FIN. GRADE
LANDSCAPE ROCK
CONCRETE CURB
OR WALK
N
N �R:•�� 9oQ°� o48a � � ��
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1 4.
4.
0
I
1/2 - RISER PVC
SCH. BD.
PVC SUPXSLIPX
PVC LATERAL THREAD TEE
PVC STREET ELL.
O IRRIGATION BUBBLIER HEAD NTS
CONTROLLER
JUNCTION BOX
SUPPLIED W/
CONTROLLER
WALL MOUNT
ONLY
120 VOLT WIRE
HOOKUP &
SOURCE BY
ELEC. G.C. —
CONDUIT (WALL
MOUNT ONLY)
ANCHOR BOLTS
(4) FOUR PER
MOUNT
ONLY
R
FINISH
GRADE
O J NOT USED
NTS
O E NOT USED
NOTE:
REFER TO LOCAL
REGULATIONS
STEEL. FENCE POST
MAXIMUM SPACING 6' O.C.
WIRE MESH BACKING SUPPORT
4 X 4 — W1.4 X W1.4 MIN.
ALLOWABLE. TYPICAL CHAIN
II LINK FENCE FABRIC IS
II ACCEPTABLE
I) FILTER FABRIC TENSILE
II STRENGTH 90 P.S.I. MULLEN
II BURST RATING 280 P.S.I.
(I APPARENT OPENING SIZE U.S.
SIZE NO., 70 PUNCTURE RATING
I 60 P.S.I.
I I
II COMPACTED EARTH OR
II ROCK BACKFILL
I -FLQW
II ;
6 .,
MIN.
K SILT FENCE
1 • 1• PO
1 1" 1 OR 2 GAL. CO
1 BE REMOVED
PRIOR TO GRQ4ND COVER OR
LAWN INSTALU 1
APPLY PRE 1
REC OMMENDED ,';
' �;= �_ �;= �' /IIIIIIII% %11111�II {%.IIIIIIII% % :11 ►1 -111=
III = v
FIN. GRADE
1111= ��1�!�!i!i!i!i!�li,��l its► �►l i► iti��! i�������������������������� 1111 = 1111
1111 = 1111= uu= un= uu = mi= yin= nn_uu= uu= u�i= uu =uu =uu _mi uu= un= m� =nn =uu illi =uu =i
1111 = 1111 = 1111 = 11_11= 1111 =111i= 1111 =11�I= 1111= IIII_IIII =1111 =1111 1111 =1�II =11_11 =1111 _1111 =1111 =1111 1111 =III
1111 = 1111 = 1111 =III I= 1111 = 1111 == 1111 =11_1 I _1111 = 1111::1111 =III I =1111 =III I =1111= 1111 = 1111 = illl °1111 =1111 =III I =1111
1111 = 1111 = 1111 =1t11 =_1111 =1�II =1111 �: 1111 = 1111 -;IIf= 1111 = 1111 = 1111 = 1111 == 1111 = 1111 = 11!1 = 1111 = 1111 =11_11 -1111=
■
1 / '11
UN DISTURBED
1
E PLANTING
!� • • •
1/2 " COPPER
RISER TYPE M
U
THRU WALL U
_
D
FEMALE
UNION
0
T .,
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O A NOT USED
NTS
O C NOT USED
NTS
D NOT USED NTS
G NOT USED NTS
■
EARTH BERG TO BE REMOVED PRIOR TO
GROUND COVER OR LAWN INSTALLATION
APPLY PRE - EMERGENCE HERBICIDE & FERTILIZER
AT MANUFACTURERS RECOMMENDED RATES
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FIN. GRADE
J ROOT BALL
COMPACTED I 2X BALL
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1 r
VALVE I.D. OPTIONAL PRESSURE
TAG REGULATING MODULE
VALVE BOX W/ CONCRETE CURB
COVER (PLASTIC) OR WALK
APPROVED TYPE FINNISH
ELEC. CONNECTOR W/ GRADE
1" OF COILED EXTRA 1' 0"
WIRE ® EA. CONNECTION
GALV. STEEL III -I fa 1 1 =1 I
NIPPLE OR 0 III !11
PVC I .I I � iff Tff
MALE PVC
GALV. STL. ADAPTER
ELBOW OR
PVC PVC PLASTIC PIPE
COMMON L'�c �P�d E 2x4 RWD.
WIRE BLOCK
PVC PLASTIC 1 C.U. GRAVEL
MAIN LINE
-- PVC SUPXSLIPX
COMMON THREAD TEE
WIRE
H IRRIGATION REMOTE CONTROL VALVE
NTS
LODGE POSE
#135 CINCH TIE WONDER TIES OR
OR APPROVED APPROVED EQUAL
EQUAL
#8 GALV. WIRE
W/ FLAGGING
LODGE POLE — WONDER TIES OR
APPROVED EQUAL
1 1/4" GALV.
PIPE TYPE. APPLY PRE - EMERGENCE
HERBICIDE & FERTILIZER
AT MANUFACTURERS
Z RECOMMENDED RATES
O
_I EARTH BERM TO BE
r (D REMOVED PRIOR TO
GROUND COVER OR
0 - LAWN INSTALLATION
N v APPLY ROOT
STIMULATOR
2XBALL et
UNDISTURBED PROVIDE 6" GALV. ROOT BALL
SOIL TURNBUCKLE — L BACK FILL MIX
NTS N TREE STAKING (SEE SPECS) NTS
ti
TREE PROTECTION NOTES:
1. DURING CONSTRUCTION PROTECTIVE BARRIERS SHALL BE PLACED BY THE SITE CONTRACTOR TO PREVENT DESTRUCTION OF TREES WHICH
ARE DESIGNATED TO REMAIN, PROTEC11ON BARRIERS SHALL BE ERECTED PRIOR TO CONSTRUCTION OF ANY KIND ON THE SITE.
2. BARRIERS SHALL CONSIST OF PROTECTIVE POSTS TWO (20 inches BY (4) FOUR INCHES OR LARGER, WOODEN POSTS PLANTED IN
SUFFICIENT DEPTH TO BE STABLE WITH AT LEAST FOUR (4) FEET OF POST VISIBLE ABOVE THE GROUND. POSTS SHALL BE PLACED NO
CLOSER THAN FIVE (5) FEET TO THE TRUNK UNLESS PROPOSED PAVING CONSTRUCTION WILL NOT APART. REFER TO TREE PROTECTION
BARRIER DETAIL, EACH SECTION SHALL BE LINKED TOGETHER WITH LUMBER, EROSION FABRIC, NET OR PLASTIC FENCE MATERIAL
3. PROPOSED GRADES AROUND TREES TO REMAIN SHALL BE MAINTAINED TO WITHIN (4) FOUR INCHES OF THE EXISTING GRADE.
4. CONTRACTOR SHALL NOTIFY ZONING DIRECTOR UPON COMPLETION OF THE TREE PROTECTION BARRIERS AND PRIOR TO REMOVAL OF
EXISTING TREES FOR A SITE INSPECTION. ZONING DIRECTOR SHALL CONDUCT A FINAL INSPECTION ONCE THE EXISTING
TREES ARE REMOVED THE 1 YEAR MAINTENANCE PERIOD SHALL BEGIN AFTER FINAL INSPECTION APPROVAL.
5. THE CONTRACTOR SHALL FOLLOW TREE REMOVAL, TREE PROTEC11ON AND GENERAL PLANTING REQUIREMENTS
AS DEFINED BY LOCAL JURISDICTION.
6. PROTECTIVE BARRIER'S SHALL REMAIN IN PLACE AND INTACT UNTIL SUCH TIME AS CONSTRUCTION
IS COMPLETE AND ALL EQUIPMENT IS REMOVED FROM SITE
7. BARRIERS SHALL BE PLACED AT THE TREE CANOPY LINE EXCEPT ADJACENT TO THE 2" X 4" FENCING
PROPOSED CONSTRUCTION AREA WHERE IT MAY BE AT ONE HALF OF THE CANOPY
DISTANCE ON ONE SIDE ONLY
8. WHERE PERMITTED BY LOCAL JURISDICTION, CONTRACTOR MAY USE ORANGE PLASTIC SAFETY
FENCING IN LIE -OF WOOD FENCING.
S TREE BARRIERS DETAIL
d
0
N
EXISTING
GROUND
Z
cV
r
NOT USED NTS
NOTE:
AIM WATER AWAY FROM BUILDING OR POSITION ADJACENT
TO PLANT MATERIAL
6" BUBBUER HEAD
BARK MULCH OR FIN. GRADE
LANDSCAPE ROCK
CONCRETE CURB
OR WALK
N
N �R:•�� 9oQ°� o48a � � ��
••,■ a°'
1 4.
4.
0
I
1/2 - RISER PVC
SCH. BD.
PVC SUPXSLIPX
PVC LATERAL THREAD TEE
PVC STREET ELL.
O IRRIGATION BUBBLIER HEAD NTS
CONTROLLER
JUNCTION BOX
SUPPLIED W/
CONTROLLER
WALL MOUNT
ONLY
120 VOLT WIRE
HOOKUP &
SOURCE BY
ELEC. G.C. —
CONDUIT (WALL
MOUNT ONLY)
ANCHOR BOLTS
(4) FOUR PER
MOUNT
ONLY
R
FINISH
GRADE
O J NOT USED
NTS
O E NOT USED
NOTE:
REFER TO LOCAL
REGULATIONS
STEEL. FENCE POST
MAXIMUM SPACING 6' O.C.
WIRE MESH BACKING SUPPORT
4 X 4 — W1.4 X W1.4 MIN.
ALLOWABLE. TYPICAL CHAIN
II LINK FENCE FABRIC IS
II ACCEPTABLE
I) FILTER FABRIC TENSILE
II STRENGTH 90 P.S.I. MULLEN
II BURST RATING 280 P.S.I.
(I APPARENT OPENING SIZE U.S.
SIZE NO., 70 PUNCTURE RATING
I 60 P.S.I.
I I
II COMPACTED EARTH OR
II ROCK BACKFILL
I -FLQW
II ;
6 .,
MIN.
K SILT FENCE
1 • 1• PO
1 1" 1 OR 2 GAL. CO
1 BE REMOVED
PRIOR TO GRQ4ND COVER OR
LAWN INSTALU 1
APPLY PRE 1
REC OMMENDED ,';
' �;= �_ �;= �' /IIIIIIII% %11111�II {%.IIIIIIII% % :11 ►1 -111=
III = v
FIN. GRADE
1111= ��1�!�!i!i!i!i!�li,��l its► �►l i► iti��! i�������������������������� 1111 = 1111
1111 = 1111= uu= un= uu = mi= yin= nn_uu= uu= u�i= uu =uu =uu _mi uu= un= m� =nn =uu illi =uu =i
1111 = 1111 = 1111 = 11_11= 1111 =111i= 1111 =11�I= 1111= IIII_IIII =1111 =1111 1111 =1�II =11_11 =1111 _1111 =1111 =1111 1111 =III
1111 = 1111 = 1111 =III I= 1111 = 1111 == 1111 =11_1 I _1111 = 1111::1111 =III I =1111 =III I =1111= 1111 = 1111 = illl °1111 =1111 =III I =1111
1111 = 1111 = 1111 =1t11 =_1111 =1�II =1111 �: 1111 = 1111 -;IIf= 1111 = 1111 = 1111 = 1111 == 1111 = 1111 = 11!1 = 1111 = 1111 =11_11 -1111=
■
1 / '11
UN DISTURBED
1
E PLANTING
!� • • •
1/2 " COPPER
RISER TYPE M
U
THRU WALL U
°"
FEMALE
UNION
0
ADAPTER
INSTALLATION OF HEAD
PRIOR TO FINISH
PLUGGED 0
in
GRADING
0
a
re i
i
FLUSH W/ FINISH
°
MALE
— GRADE AT LAWN
ADAPTER
6„ IF CONDITION EXISTS
SHRUB HEAD
FIN. GRADE
CONCRETE CURB
OR WALK
iu
lu
POLYETHYLENE RISER
1/2 "x4"
�-- PVC SLIPXSLIPX
PVC LATERAL THREAD TEE
PVC STREET ELL.
P IRRIGATION SHRUB HEAD RISER NTS
1
DOUBLE CHECK PLASTIC JUMBO METER
BACK FLOW PREVENTED BOX W/ LID & 6"
INSTALL AS PER LOCAL CODE EXTENSION, IF REQUIRED
FIN. GRADE —1 3" DEPTH OF 3/4 "
u-. ^1r 1
COMPACTS[
SUB -GRADI
120 VOLT WIRE
IN CONDUIT
COMMON WIRE
3" SWEEP ELB. JOINT U.P. DIRECT
BURIAL WIRES
(TO REMOTE
CONTROL VALUES)
T IRRIGATION CONTROLLER DETAIL NTS
IRS 0
AS PER LO
FROM P.O.(
CONCRETE
BLOCKS
. (: U BACK FLOW PREVENTED
z
0
24" D A. x 4' -0"
LONG METER BOX
METER STOP
PVC STREET ELL.
NATIVE SOIL °
cfrs L IRRIGATION POP —UP LAWN SHRUB H
NT ly
'. ■ s
I JUL coco
CLEAN OUT SERIES 58310 MADE BY JOSAM
MANUFACTURING CO. OR APPROVED EQUAL,
WITH SCORIATED COVER AND BRASS INTERNAL �oo
PLUG TYPE 58316 (FOR 5 PIPE) TYPE 58316
F
BRASS INVERTED
IN. GRADE SEE Q
NOTE 4 SHEET C - 1 HEAVY DUTY COVER g
WITH LE
0 1 LETTERS - C.O. CAST
4 o
ADJUSTABLE HEAD , "
MIN. CONCRETE ® �
ENCASEMENT a
FOR PIPE SIZE AND --- THREADED CLEAN �
GRAD N PLAN REFER TO OUT PLUG a
L�►I
ENCASE IN CONCRETE
WYE
iV
:<'� °:i:i :• �. 45 I�
..rti o
i
— — I
PLUG
Ts S SANITARY CLEANOUT NTS
REVISIONS:
GAS PRESSURE REGULATOR WITH
INTERNAL RELIEF 25.0 PSIG ZD oS 1"t
INLET PRESSURE 7" TO 8" WC OUTLET PLUGGED TEE WITH
PRESSURE 1300 CH CAPACITY BUSHING & 3/8"
PLUG
GAS METER
1300 CFH CAP.
ADJUSTABLE
REG. BY GASCO
WATER METER
PRECISION TYPE
DMX OR EQUAL 2" GAS LINE INSULATED REO C
BYPASS
NTS
COMPRESSION
CONNECTOR REF
TO SITE PLAN
REDUCER 4" GRAVEL BED FROM MAI
TO BUILDING VERIFY REQUIREMENTS
WITH LOCAL WATER
COMPANY
V WATER MET R
THRU WALL U
UNION
0
INSTALLATION OF HEAD
PRIOR TO FINISH
PLUGGED 0
GRADING
SEDIMENT TRAP T
a
re i
i
FLUSH W/ FINISH
°
— GRADE AT LAWN
■
' AREA
-�
-
FINISH CONCRETE CURB
FINISH GRADE '
GRADE OR WALK
Q
'q OF P
ER
�I�p�oS
DATE
VERIFY REQUIREMENTS
POP —UP HEAD
� �
WITH LOCAL GAS COMPANY
PVC NIPPLE.
N
•
� o
d Q �
1 10
O
Q
TO SITE P
PLAN _ S
PVC PVC SUPXSUPX
SD4
N
LATERAL THREAD TEE
o
� Q �
PVC STREET ELL.
NATIVE SOIL °
cfrs L IRRIGATION POP —UP LAWN SHRUB H
NT ly
'. ■ s
I JUL coco
CLEAN OUT SERIES 58310 MADE BY JOSAM
MANUFACTURING CO. OR APPROVED EQUAL,
WITH SCORIATED COVER AND BRASS INTERNAL �oo
PLUG TYPE 58316 (FOR 5 PIPE) TYPE 58316
F
BRASS INVERTED
IN. GRADE SEE Q
NOTE 4 SHEET C - 1 HEAVY DUTY COVER g
WITH LE
0 1 LETTERS - C.O. CAST
4 o
ADJUSTABLE HEAD , "
MIN. CONCRETE ® �
ENCASEMENT a
FOR PIPE SIZE AND --- THREADED CLEAN �
GRAD N PLAN REFER TO OUT PLUG a
L�►I
ENCASE IN CONCRETE
WYE
iV
:<'� °:i:i :• �. 45 I�
..rti o
i
— — I
PLUG
Ts S SANITARY CLEANOUT NTS
REVISIONS:
GAS PRESSURE REGULATOR WITH
INTERNAL RELIEF 25.0 PSIG ZD oS 1"t
INLET PRESSURE 7" TO 8" WC OUTLET PLUGGED TEE WITH
PRESSURE 1300 CH CAPACITY BUSHING & 3/8"
PLUG
GAS METER
1300 CFH CAP.
ADJUSTABLE
REG. BY GASCO
WATER METER
PRECISION TYPE
DMX OR EQUAL 2" GAS LINE INSULATED REO C
BYPASS
NTS
COMPRESSION
CONNECTOR REF
TO SITE PLAN
REDUCER 4" GRAVEL BED FROM MAI
TO BUILDING VERIFY REQUIREMENTS
WITH LOCAL WATER
COMPANY
V WATER MET R
NTS W GAS METER & REGULATOR NTS
DRAWN
■ ■ ■
THRU WALL U
UNION
0
PLUGGED 0
SEDIMENT TRAP T
TEE WITH r
re i
i
BUSHING &
3/8 PLUG
FINISH GRADE '
's a � $ 67 G
GAS COCK '
'q OF P
ER
�I�p�oS
DATE
VERIFY REQUIREMENTS
WITH LOCAL GAS COMPANY
N
SERVIDE LINE REFER
TO SITE P
PLAN _ S
SD4
N
Pant Legenol
SYM10ot
Size
Name/Type
Quant,
Value
Points
2,5// cat
U(mus parvif otia 'Drake'
2
150
300
Drake Elm- canopy
5g
ELaeagnus pungens
7
10
70
Si lverberry- shrub
Raphlotepis indices
(D
5g
76
10
780
Indian hawthorne- shrub
5g
Nandina compacta
15
10
150
Compact Nandina- shrub
Pistacia chinensis
2,5 cal
2
150
300
Chinese Pistache- canopy
14V
2" cat
Quercus virginlana
4
75
300
Live Oak- canopy
- Street_scape
(122'/50) x 300pnts. - 732pn
122/32 4 canopy trees
Points per pro iect area .
27,400 sq f t. of site area
27,400/1000 = 27.4
27.4 x 30 = .822 points
TOTAL POINTS REQUIRED 1554
TOTAL POINTS PROVIDED 1900
All areas not landscaped to be
planted with soUd sod;
100% coverage,
All (andscape beds and turf ,--,:areas
will be watered with an autor-latic
irrigation system as per city
ordinance no. 2753,
■
---------- 7 --------- - --- - ------- - --- -------------- - - - - --
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
iI
W
'I S 4 W 48*18
------------ ------------
• ■
I I IMI I I � I I IMI I I �1111111M! I I
■
2005 All Rights Reserved
—'------------ - - - - -- — — — — ---- — — This drawing is the property
of Cumpton & Associates,
Inc. And, shall not be i used
or reproduced without the
express written permission
of the Architect.
— — — — — — --------- - - - - --
Q - — — —
C=nl
ce
t------- - - - - -- 7.5' ETBACK BLDG SETBACK S
0
Bermuda Sod � 1 � �
■ ■
M
1 -- - - - - - - - - - - - - -
Z
. 1
M
M
W
Jasmine 12 in, o, c.
Z
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AL- J (M
LLJ co) :5 Z'!
fy-
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u
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. I K I IUN OF WALL ,
SEE DET. A SD3 -(' -:
R -J AINT PAINT EP 6 _ ,
J1�ILOCK BRICK ,
BR C / ,.
4vITH H j WA LE - {N(SH PERGENTAG
ES
IcH IMNACT s�rs,.EM
- (LEFT
-
SIDE) 1269. SE
3
A2
EP -1 — 6.0% 761 ' SF SF
EP -2' =
53.2%
675
SF
;
,
EP -3 = 2.7 %�
34 SF
EP -6 =
1.0%
13
SF
EP —l? — 16.2 706 SF
C -1 =
- -
3.6�
a ,6
SF
.
DRS /WINS = 7.3%
ART =
. 10.0%
127
SF
EIFS = 751 SF
PAINTED
METAL _=
7 .�
SF
.:.;:.... -
N 4 41 8 ..,.__
137.00'
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15 REA S
K
1—
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- - 7.5' REAR SETBACK
LINE
S 41 ° 41 ' 18"
W
137.00'
x
N 4 41'1 E 137.00'
J 30' DRIVE SPACE
7F 20' — U. E. —1
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