HomeMy WebLinkAboutDrawingsALLEY
PROPERTY INFORMATION
*
I
28 L.F. OF 2-4" PVC CONDUIT (GREY)
*
LIGHT POLE
RESERVE "H"
I
GUY WIRE ANCHOR
w/PULL STRING FOR SECONDARY
Mwv
240 L.F. LAY OF HOSE TO
(0.177 ACRES or 7,505 SQ.FT.)
(24' RIGHT-OF-WAY)
i
ELECTRIC SERVICE 36" MIN. COVER -
( )
0 E
FIRE HYDRANT
(SEE CIVIL SITE NOTE #16)
(20' CONCRETE PAVEMENT)
BALL VALVE
MAINTAIN 24" (MIN) HORZ. SEPARATION
OEM
ELECTRICAL TRANSFORMER
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APPROXIMATE
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w/ALL OTHER UTILITIES & PLACE IN
=j
n
LOCATION OF 6"
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SEPARATE DITCHPUBbe
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SANITARY
SEWER LI E
N 4 '56 40 - 67.0
LO
MAILBOX
rNi,
LOT, MEASURED FROM A POINT FIVE FEET ABOVE THE GRADE. THIS SCREENING SHALL BE COORDINATED WITH THE
U
CLUSTER
BUILDING ARCHITECTURE AND SCALE TO MAINTAIN A UNIFIED APPEARANCE.
H/C PARKING ROW
W
4. ENHANCED PAVING FOR CONCRETE SIDEWALKS SHALL CONSIST OF EITHER BRICK PAVERS OR STAMPED
o
6" ss
6"S
CONCRETE. COLOR AND PATTERN SHALL BE DETERMINED BY THE OWNER, BUT GREY OR NATURAL CONCRETE
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ss
COLORS ARE NOT PERMITTED.
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SYMBOL & LINE L G� END
PROPERTY INFORMATION
*
POWER POLE
SUMMIT GROSSING, PH 1
*
LIGHT POLE
RESERVE "H"
I
GUY WIRE ANCHOR
(VOL, 9490, PG. 296)
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WATER VALVE
(0.177 ACRES or 7,505 SQ.FT.)
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WATER METER
ZONED: PDD
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ELECTRIC VALVE
®BV
BALL VALVE
NOW OR FORMERLY
OEM
ELECTRICAL TRANSFORMER
MONTE VERDE DEVELOPMENT, INC.
to3MH
MANHOLE
(VOL. 9490, PG. 296)
CS ELECTRICAL NOTES:
1. THE CONTRACTOR SHALL INSTALL THE PRIMARY AND SECONDARY
ELECTRICAL CONDUIT PER COLLEGE STATION UTILITIES (CSU) SPECIFICATIONS
AND DESIGN.
2. THE CONTRACTOR SHALL BE RESPONSIBLE TO EXTEND ALL NEW CONDUIT
FROM EXISTING STUBS OR DESIGNATED TRANSFORMERS (OR OTHER EXISTING
DEVICES).
3. THE CONTRACTOR SHALL BE INSTALL ALL ELECTRIC DEVICE PADS AND/OR
FOOTINGS (I.E. TRANSFORMERS, PULL BOXES, ETC...) IN ACCORDANCE WITH CSU
W/ 011-714 RAMPS, WHEEL I SPECIFICATIONS AND DESIGN DATA.
STOPS ETC. c ®c.o. CLEANOUT PARKING REQUIREMENTS:
'� FIRE HYDRANT ORDINANCE: 4. THE CONTRACTOR SHALL INSTALL PULL BOXES IN ACCORDANCE WITH CSU
9'x12' CONCRETE 12.50' 3 SPC (9' 18') & 1 H/C 44.00' 10. 0' 1 ®� TELEPHONE PEDESTAL HEALTH CLUB /SPORTS FACILITY - SPECIFICATIONS AND DESIGN. PULL BOXES SHALL BE PROVIDED BY CSU.
PAD FOR 4 -BAY I - - - BUILDING SETBACK LINE AS DETERMINED BY THE ADMINISTRATOR
BYCYCLE RACK - LEI I 1 10' P.U.E. PROPERTY LINE
m (9490/296) PROVIDED:
-- EASEMENT .LINE
WALK I T 1 ELECTRIC METERS P.U.E. PUBLIC UTILITY EASEMENT REGULAR = 3 SPACES
20 B. L. 100 AMP SERVICE B.L. BUILDING SETBACK LINE H/C = 1 SPACES
i -t------ I 1 120/208 - 1 PHASE TOTAL = 4 SPACES
TYPICAL 4 WIDE RESTROOM
PAINTED STRIPING1 - STORY 25 L.f. OF 4" PVC -- UTILITY DEMAND SUMMARY: NOTES:
�
(WHITE) (MAX. HEIGHT=15'6") � (SDR -26, D3034) PEAK B/CS
Tt
1
W - - w -- w -- w - w GROSS AREA = =S"S T. SEWER @ 2.00% SLOPE . PEAK WATER WAS DETERMINED BY THE BCS CONCRETE SURFACI
�Il'c�sQE ' (24" MIN COVER) USE AVG. (x4.0) METHOD 1 - FIXTURE COUNT & LOADING FACTORS. w/4-GALVANIZEI
3 ( SEWER (gpd) 2,160 8,640 J -BOLT;
I CP,�03� ' ( WATER (gpm) 1.5 6 2. SANITARY SEWER AVERAGE DAILY_ FLOW WAS
1 I xT08 I 0- WAY IRRIGATION (gpm) 20 20 DETERMINED BY THE B/CS METHOD 2 LAND USE
STANDARD 4"0 DETERMINATION.
LOT 7, BLOCK, TWO( �� CLEANOUT
SUMMIT CROSSING, PH 1 31:` F/L=293.50' 3. IRRIGATION DEMAND IS THE PEAK DEMAND AND IS
I I
AN ESTIMATE -I ES M TE AND SHOULD BE VERIFIED BY THE
ZONED: P D I / 6x6' CONCRETE PAD /8' IRRIGATOR.
NOW OR FORMERLY HIGH SOLID WOOD 3 , � CIVIL SITE NOTES:
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MONTE VERDE
SCREENING
FENCE & GATE
DEVELOPMENT, INC.
I
CONTAINER
(VOL. 9490, PG
296)
1. NO PORTION OF THIS SITE LIES WITHIN THE 100 -YEAR FLOODPLAIN AS GRAPHICALLY DEPICTED FEMA FIRM MAP
3
PANEL No 48041 C 0161C WITH AN EFFECTIVE DATE OF JULY 2, 1992.
o i
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I
2. DESIGNATED HANDICAP PARKING SPACES, WALKS & RAMPS SHALL MEET ALL TAS & ANSI STANDARDS.
O
3
_
3. ALL ROOF & GROUND -MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW OR ISOLATED SO AS ;
I
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NOT TO BE VISIBLE FROM ANY PUBLIC RIGHT-OF-WAY OR RESIDENTIAL DISTRICT WITHIN 150 FEET OF THE SUBJECT
I m
LOT, MEASURED FROM A POINT FIVE FEET ABOVE THE GRADE. THIS SCREENING SHALL BE COORDINATED WITH THE
1
BUILDING ARCHITECTURE AND SCALE TO MAINTAIN A UNIFIED APPEARANCE.
W
4. ENHANCED PAVING FOR CONCRETE SIDEWALKS SHALL CONSIST OF EITHER BRICK PAVERS OR STAMPED
o
I
CONCRETE. COLOR AND PATTERN SHALL BE DETERMINED BY THE OWNER, BUT GREY OR NATURAL CONCRETE
N
(
N
COLORS ARE NOT PERMITTED.
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5. WHEN BUILDING SETBACKS AND EASEMENT LINES OVERLAP ONLY THE EASEMENT LINE IS SHOWN.
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119 L.F. OF 1"
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PVC (SCH 40)
GRASS IS REQUIRED IN PARKING LOT ISLANDS, SWELLS AND DRAINAGE AREAS, THE PARKING LOT SET BACK,
3
WATER SERVICE
RIGHT-OF-WAY, AND ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION.
h
f LOT
BLOCK TWO
(24" MIN. COVER)
7. THIS SITE SHALL HAVE A DOLL -OUT CONTAINER FOR SOLID WASTE NEEDS.
I
SUMMIT
ROSSING, PH 1
6 HIGH WROUGHT
8. THE IMPROVEMENTS SHOWN SHALL CONSTITUTE APPROXIMATELY 57% IMPERVIOUS COVER ON THE SUBJECT
I
IRON FENCE
PROPERTY.
I
ZONED: PDD
(FRONT & REAR)
9• THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTAINMENT AND PROPER DISPOSAL OF ALL LIQUID AND
- 6' HIGH CEDAR
3
FENCE (BOTH
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7607 EASTMAIZK"I?1Z., STE. 250E <7'
POST OFFICE BOX 9253
COLLEGE STATION, TEXAS 77842
EMAIL: civil@ mengineencom
OFFICE - (979) 764-0704
FAX - (979) 764-0704
TEXAS FIRM REGISTRATION No. F
-
�K IN COLOR
1 6 I
I CLEAR ZONE
.9"0 STEEL TUBING
I o 36" (MIN) 54" (TY')
I I
I
1
3"x3" STEEL PLATE
MELDED TO RACK ( TYPC AL BIKE
TUBING
MARK DATE DESCRIPTION
PLAN LAYOUT
IJ IA PIAL
BICYCLE RACK COMPLETE _ _
_ =
N.T.S. 'J :.
ruR
TAPER CURB CONSTRUCTION
THROUGH RAMP ����'�
(BOTH SIDES)
CONSTRUCTION DRAWING
(
i- - - - - - - - - ISSUED PRIOR TO THIS
I
I DATE ARE REPLACED BY
I- 6'-0" RAMP THIS SET & SHOULD NOT
UJ Q r (12:1) 6" RAISED BE USED F R
z o I i CURB CONSTRUCT N.
O
N A. METE
.... .................
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SOLID WASTE ASSOCIATED WITH THIS PROJECT. THE CONTRACTOR SHALL USE ALL MEANS NECESSARY TO PREVENT
NOW ORFORMERLY THE OCCURRENCE OF WIND BLOWN LITTER FROM THE PROJECT SITE. TYPICAL HANDICAPPED o��� �'�/C 00
MONTE VERDE
DEVELOPMENT INC PARKING SIGN
- - 10. THE CONTRACTOR SHALL BE REQUIRED TO PROVIDE CONTAINMENT FOR WAST PRIG T 6
E_ R _- T0,_AND, DURING E
CURB NOTE. EXPANSION JOINTS - _
.(VOL. 490; PG. 296) _ _ - -,_. _ _ __.___ ._ TO
-__ I _- _-
_ ,C ..
SIDES DEMOLITION CONSTRUCTION. SOLID WASTE ROLL -OFF BOXES METAL DUMPSTERS S - - - _ : -
) i 1 � I / / SHALL BE SUPPLIED BY CITY OR ► -- �
CITY PERMITTED CONTRACTOR(S) ONLY. R BE PLACED AT 60 INTERVALS AND
i ( 6►► AT ALL RADIUS POINTS, P.C. s, P.T. s.
5' P.U.E. I /7 i , 15 B!. L. 11. DETENTION WAS PROVIDED FOR WITH THIS DEVELOPMENT WITH THE CONSTRUCTION OF THE REGIONAL DETENTION CONSTRUCTION JOINTS SHALL BE
(9490/296) 1 �/ I FACILITY CONSTRUCTED WITH SUMMIT CROSSING, PHASE ONE. PLACED AT 20' INTERVALS.
12. THE INTENDED USE FOR THIS DEVELOPMENT IS TOWNHOUSES AND AMMENITIES. 3" 2:00°i
(MAX)O
' d 13. NO WASTEWATER WILL BE GENERATED FROM THIS SITE BY CLEANING/WASHING OF EQUIPMENT OR VEHICLES. �'z \ X
e "J-''�
- SANITARY SEWER GENERATED FROM THIS SITE WILL BE NORMAL DOMESTIC WASTEWATER BY DEFINITION. - # :4 . r
N
14. EXTERIOR BUILDING AND SITE LIGHTING WILL MEET THE STANDARDS OF SECTION 7.10 OF THE UNIFIED DEVELOPMENT ��
ORDINANCE. THE LIGHT SOURCE SHALL NOT PROJECT BELOW AN OPAQUE HOUSING AND NO FIXTURE SHALL DIRECTLY
S 42`56940" W - 67.009 I DOEly
OSENOTLICROSS ANY PROP RTYGHT HORIZONTALLY. FLNE.RES WILL BE MOUNTED IN SUCH A MANNER THAT THE PROJECTED CONE OF LIGHT a . 4". J �W�y ^ O X
V j Lli of V) I-
1 15. THIS SITE IS NOT LOCATED IN AN IMPACT FEE AREA. " " Q
4' WALK 13 PAVEMENT 4 I PING @ 16 }- _
O.C. PAINTED BLUE � ~ z °- z
16. PER THE I.F.C. (TABLE 8105.1), REGARDLESS OF CONSTRUCTION TYPE, THE MINIMUM -FIRE FLOW REQUIREMENT SHALL ry
REINFORCEMENT ) I-� z
I �+ BE 1,500 GPM AND SUPPLIED BY ONE FIRE HYDRANT (TABLE C105.1). THE NEAREST FIRE HYDRANT, FROM THIS J a- z 0 Z p
- 3/4 DOMESTIC PROPERTY'S NORTHEAST CORNER IS APPROXIMATELY 240 L.F. (BY LAY OF HOSE) EAST DOWN THE ALLEY AND ON AVON • _ #4 BARS • • • ® cU
WATER/ IRRIGATION METER DRIVE. .�^ , . .. _, . _.._... _ - r *i � -
1 - DOUBLE CHECK VALVE I
APPROXIMATE
(METER SET BY CoCS)
I
LOCATION OF
DUAL LONG SIDE ►�
WATERSERVICE SI `` j� VEC,TH ORNE LANE
I
.
I (50' RIGHT-OF-WAY) _ ---_ _--_ --- -- - -
(27' CONCRETE w/CURB) I
IN
SUMMIT CROSSING:
AMMENITY CENTER
BRYAN
60
Off`
(30
0
LE w� !
CALL BEFORE YOU DIG
TEXAS ONE CALL SYSTEM
1-800-245-4545
(AT LEAST 72 HOURS PRIOR TO DIGGING)
WARNING!!:`TBE CONTRACTOR IS TO LOCATE ANY AND ALL UTILITIES
PRIOR TO CONSTRUCTION AND IS SOLELY RESPONSIBLE FOR ALL DAMAGES
TO EXISTING UTILITIES DUE TO ANY CONSTRUCTION ACTIVITY.
0-6v" AT: E lbb NO
18"
91
5. 5AIJN SHALL tat I YFE K7 -8A AS IDENTIFIED 0 ' ZI�NHtot wrltrct At I'Llt;AtfLI-
IN THE TEXAS .MANUAL ON UNIFORM TRAFFIC I
CONTROL DEVICES. N PENALTY PARKING SIGN
1"
(AS SPECIFIED)
12" 4. SIGN COLORS SHALL BE AS. FOLLOWS:
TEXT - GREEN 2"O GALVANIZED
LEGEND &BORDER -GREEN PIPE @ 2 LBS./FT.
BACKGROUND - WHITE CV
21f 0 FINISH GRADE
1 C � 90.
1"/
61f,
C
" CLASS "B"
�. CONCRETE FOOTING
iC
2"
o
LE 1 12"
ATIO BRAZ
30 COUNT TYPICAL RESERVED PARKING SIGN HANDICAP PARKING SYMBOL
N. I.S.
N.T.S.
.IOT TO SCALE
120 �---)
N.T.S.
1. ALL SIGN HARDW R�ItAtL'"
CLIENT INFORMATION
GALVANIZED. MONTE VERDE DEVELOPMENT, INC.
c/o ANDY VELA
2. MOUNTING HEIGHT SHALL BE A 809 UNIVERSITY DRVIE EAST,. STE. 101 E
MINIMUM OF 60" ABOVE THE COLLEGE STATION, TX 77840
GROUND, FLOOR, OR PAVING ANDRESV94®YAHOO.COM
SURFACE AS MEASURED TO THE PH: (979) 268-2692
LOWEST CHARACTER OF THE LOWEST
SIFILENAME; RGN. ALE: 1 _ 0
`I I ' (") SUBMITTED DATE: 0386SP3/9/1SC 3/28/11
C0MPlJAa,,%a I DRAWN BY: R.A.M.
CHECKED BY: R.A.M.
APR 07 2011 L FIELD BOOK: N/A PAGES: N/A
RME CONSULTING ENGINEERS
COLLEUL o kArticjv4I CLIENT NO. PROJECT NO
bEVFL1 A N F� D"2CEG- 247 0386
MOUNTING
SHE OF 3
^0anning i e
ti
SCREENING
FENCE & GATE
(ROLL-OUT
CONTAINER
1. NO PORTION OF THIS SITE LIES WITHIN THE 100 -YEAR FLOODPLAIN AS GRAPHICALLY DEPICTED FEMA FIRM MAP
STORAGE)
PANEL No 48041 C 0161C WITH AN EFFECTIVE DATE OF JULY 2, 1992.
'.
2. DESIGNATED HANDICAP PARKING SPACES, WALKS & RAMPS SHALL MEET ALL TAS & ANSI STANDARDS.
O
_
3. ALL ROOF & GROUND -MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW OR ISOLATED SO AS ;
LO
NOT TO BE VISIBLE FROM ANY PUBLIC RIGHT-OF-WAY OR RESIDENTIAL DISTRICT WITHIN 150 FEET OF THE SUBJECT
LOT, MEASURED FROM A POINT FIVE FEET ABOVE THE GRADE. THIS SCREENING SHALL BE COORDINATED WITH THE
1
BUILDING ARCHITECTURE AND SCALE TO MAINTAIN A UNIFIED APPEARANCE.
W
4. ENHANCED PAVING FOR CONCRETE SIDEWALKS SHALL CONSIST OF EITHER BRICK PAVERS OR STAMPED
CONCRETE. COLOR AND PATTERN SHALL BE DETERMINED BY THE OWNER, BUT GREY OR NATURAL CONCRETE
N
COLORS ARE NOT PERMITTED.
�0
5. WHEN BUILDING SETBACKS AND EASEMENT LINES OVERLAP ONLY THE EASEMENT LINE IS SHOWN.
0
I`►�1-
6. 100% COVERAGE OF GROUND COVER, DECORATIVE PAVING, DECORATIVE ROCK (NOT LOOSE), OR A PERENNIAL
GRASS IS REQUIRED IN PARKING LOT ISLANDS, SWELLS AND DRAINAGE AREAS, THE PARKING LOT SET BACK,
ro
RIGHT-OF-WAY, AND ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION.
h
f LOT
BLOCK TWO
7. THIS SITE SHALL HAVE A DOLL -OUT CONTAINER FOR SOLID WASTE NEEDS.
SUMMIT
ROSSING, PH 1
8. THE IMPROVEMENTS SHOWN SHALL CONSTITUTE APPROXIMATELY 57% IMPERVIOUS COVER ON THE SUBJECT
PROPERTY.
ZONED: PDD
9• THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTAINMENT AND PROPER DISPOSAL OF ALL LIQUID AND
7607 EASTMAIZK"I?1Z., STE. 250E <7'
POST OFFICE BOX 9253
COLLEGE STATION, TEXAS 77842
EMAIL: civil@ mengineencom
OFFICE - (979) 764-0704
FAX - (979) 764-0704
TEXAS FIRM REGISTRATION No. F
-
�K IN COLOR
1 6 I
I CLEAR ZONE
.9"0 STEEL TUBING
I o 36" (MIN) 54" (TY')
I I
I
1
3"x3" STEEL PLATE
MELDED TO RACK ( TYPC AL BIKE
TUBING
MARK DATE DESCRIPTION
PLAN LAYOUT
IJ IA PIAL
BICYCLE RACK COMPLETE _ _
_ =
N.T.S. 'J :.
ruR
TAPER CURB CONSTRUCTION
THROUGH RAMP ����'�
(BOTH SIDES)
CONSTRUCTION DRAWING
(
i- - - - - - - - - ISSUED PRIOR TO THIS
I
I DATE ARE REPLACED BY
I- 6'-0" RAMP THIS SET & SHOULD NOT
UJ Q r (12:1) 6" RAISED BE USED F R
z o I i CURB CONSTRUCT N.
O
N A. METE
.... .................
s
o /d � 8 583 ,
SOLID WASTE ASSOCIATED WITH THIS PROJECT. THE CONTRACTOR SHALL USE ALL MEANS NECESSARY TO PREVENT
NOW ORFORMERLY THE OCCURRENCE OF WIND BLOWN LITTER FROM THE PROJECT SITE. TYPICAL HANDICAPPED o��� �'�/C 00
MONTE VERDE
DEVELOPMENT INC PARKING SIGN
- - 10. THE CONTRACTOR SHALL BE REQUIRED TO PROVIDE CONTAINMENT FOR WAST PRIG T 6
E_ R _- T0,_AND, DURING E
CURB NOTE. EXPANSION JOINTS - _
.(VOL. 490; PG. 296) _ _ - -,_. _ _ __.___ ._ TO
-__ I _- _-
_ ,C ..
SIDES DEMOLITION CONSTRUCTION. SOLID WASTE ROLL -OFF BOXES METAL DUMPSTERS S - - - _ : -
) i 1 � I / / SHALL BE SUPPLIED BY CITY OR ► -- �
CITY PERMITTED CONTRACTOR(S) ONLY. R BE PLACED AT 60 INTERVALS AND
i ( 6►► AT ALL RADIUS POINTS, P.C. s, P.T. s.
5' P.U.E. I /7 i , 15 B!. L. 11. DETENTION WAS PROVIDED FOR WITH THIS DEVELOPMENT WITH THE CONSTRUCTION OF THE REGIONAL DETENTION CONSTRUCTION JOINTS SHALL BE
(9490/296) 1 �/ I FACILITY CONSTRUCTED WITH SUMMIT CROSSING, PHASE ONE. PLACED AT 20' INTERVALS.
12. THE INTENDED USE FOR THIS DEVELOPMENT IS TOWNHOUSES AND AMMENITIES. 3" 2:00°i
(MAX)O
' d 13. NO WASTEWATER WILL BE GENERATED FROM THIS SITE BY CLEANING/WASHING OF EQUIPMENT OR VEHICLES. �'z \ X
e "J-''�
- SANITARY SEWER GENERATED FROM THIS SITE WILL BE NORMAL DOMESTIC WASTEWATER BY DEFINITION. - # :4 . r
N
14. EXTERIOR BUILDING AND SITE LIGHTING WILL MEET THE STANDARDS OF SECTION 7.10 OF THE UNIFIED DEVELOPMENT ��
ORDINANCE. THE LIGHT SOURCE SHALL NOT PROJECT BELOW AN OPAQUE HOUSING AND NO FIXTURE SHALL DIRECTLY
S 42`56940" W - 67.009 I DOEly
OSENOTLICROSS ANY PROP RTYGHT HORIZONTALLY. FLNE.RES WILL BE MOUNTED IN SUCH A MANNER THAT THE PROJECTED CONE OF LIGHT a . 4". J �W�y ^ O X
V j Lli of V) I-
1 15. THIS SITE IS NOT LOCATED IN AN IMPACT FEE AREA. " " Q
4' WALK 13 PAVEMENT 4 I PING @ 16 }- _
O.C. PAINTED BLUE � ~ z °- z
16. PER THE I.F.C. (TABLE 8105.1), REGARDLESS OF CONSTRUCTION TYPE, THE MINIMUM -FIRE FLOW REQUIREMENT SHALL ry
REINFORCEMENT ) I-� z
I �+ BE 1,500 GPM AND SUPPLIED BY ONE FIRE HYDRANT (TABLE C105.1). THE NEAREST FIRE HYDRANT, FROM THIS J a- z 0 Z p
- 3/4 DOMESTIC PROPERTY'S NORTHEAST CORNER IS APPROXIMATELY 240 L.F. (BY LAY OF HOSE) EAST DOWN THE ALLEY AND ON AVON • _ #4 BARS • • • ® cU
WATER/ IRRIGATION METER DRIVE. .�^ , . .. _, . _.._... _ - r *i � -
1 - DOUBLE CHECK VALVE I
APPROXIMATE
(METER SET BY CoCS)
I
LOCATION OF
DUAL LONG SIDE ►�
WATERSERVICE SI `` j� VEC,TH ORNE LANE
I
.
I (50' RIGHT-OF-WAY) _ ---_ _--_ --- -- - -
(27' CONCRETE w/CURB) I
IN
SUMMIT CROSSING:
AMMENITY CENTER
BRYAN
60
Off`
(30
0
LE w� !
CALL BEFORE YOU DIG
TEXAS ONE CALL SYSTEM
1-800-245-4545
(AT LEAST 72 HOURS PRIOR TO DIGGING)
WARNING!!:`TBE CONTRACTOR IS TO LOCATE ANY AND ALL UTILITIES
PRIOR TO CONSTRUCTION AND IS SOLELY RESPONSIBLE FOR ALL DAMAGES
TO EXISTING UTILITIES DUE TO ANY CONSTRUCTION ACTIVITY.
0-6v" AT: E lbb NO
18"
91
5. 5AIJN SHALL tat I YFE K7 -8A AS IDENTIFIED 0 ' ZI�NHtot wrltrct At I'Llt;AtfLI-
IN THE TEXAS .MANUAL ON UNIFORM TRAFFIC I
CONTROL DEVICES. N PENALTY PARKING SIGN
1"
(AS SPECIFIED)
12" 4. SIGN COLORS SHALL BE AS. FOLLOWS:
TEXT - GREEN 2"O GALVANIZED
LEGEND &BORDER -GREEN PIPE @ 2 LBS./FT.
BACKGROUND - WHITE CV
21f 0 FINISH GRADE
1 C � 90.
1"/
61f,
C
" CLASS "B"
�. CONCRETE FOOTING
iC
2"
o
LE 1 12"
ATIO BRAZ
30 COUNT TYPICAL RESERVED PARKING SIGN HANDICAP PARKING SYMBOL
N. I.S.
N.T.S.
.IOT TO SCALE
120 �---)
N.T.S.
1. ALL SIGN HARDW R�ItAtL'"
CLIENT INFORMATION
GALVANIZED. MONTE VERDE DEVELOPMENT, INC.
c/o ANDY VELA
2. MOUNTING HEIGHT SHALL BE A 809 UNIVERSITY DRVIE EAST,. STE. 101 E
MINIMUM OF 60" ABOVE THE COLLEGE STATION, TX 77840
GROUND, FLOOR, OR PAVING ANDRESV94®YAHOO.COM
SURFACE AS MEASURED TO THE PH: (979) 268-2692
LOWEST CHARACTER OF THE LOWEST
SIFILENAME; RGN. ALE: 1 _ 0
`I I ' (") SUBMITTED DATE: 0386SP3/9/1SC 3/28/11
C0MPlJAa,,%a I DRAWN BY: R.A.M.
CHECKED BY: R.A.M.
APR 07 2011 L FIELD BOOK: N/A PAGES: N/A
RME CONSULTING ENGINEERS
COLLEUL o kArticjv4I CLIENT NO. PROJECT NO
bEVFL1 A N F� D"2CEG- 247 0386
MOUNTING
SHE OF 3
^0anning i e
ti
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(20' CONCRETE PAVEMENT)
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LOT 7, BLOCK TWO
SUMMIT CROSSING, PH 1
ZONED: PDD
NOW OR FORMERLY
MONTE VERDE
DEVELOPMENT, INC.
(VOL. 9490; PG. 296)
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-- 67.00
14 -TEXAS SAGE "GREENCLOUD"
(5 GALLON) Cal 4' 0. C. ;- 1
14 -COMPACT NANDINA
(3 GALLON) @ 3' O.C.
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10' P.U.E.
(9490/296)
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- RESTROOM �t
IN
co
POOL
SYMBOL & LINE LEGS
LANDSCAPESCHEDULE
0 POWER POLE
1.AN AUTOMATIC TYPE IRRIGATION SYSTEM SHALL BE INSTALLED FCR
ALL NEW PLANTED AND LANDSCAPED
_=
AREAS. THIS IRRIGATION SYSTEM MUST BE INSTALLED PRIOR TO
ISSUANCE OF CoCS-CERTIFICATION OF
OCCUPANCY.
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2. THE IRRIGATION SYSTEM MUST BE PROTECTED BY EITHER A PRESSURE
0 LIGHT POLEGUY
SYMBOL
NO. OF
SIZE
BOTANICAL
COMMON
TYPE
NOTES
POINTS
POINTS
WIRE ANCHOR
3. ALL BACK FLOW DEVICES MUST BE INSTALLED AND TESTED UPON
PLANTS
EMAIL: civil(i Jrmengineerxom
NAME
NAME
OFFICE - (979) 764-0704
4. INSTALLATION PVC (SCH 40) SLEEVING SHALL BE COORDINATED WIH
EACH
TOTAL
fl
APPLICABLE.
2.1" TO 3.4"
TAXODIUM
BALD
CANOPY
30 GALLON
APPROVAL_ THE IRRIGATION PLAN. SHALL DEMONSTRATE THAT THE
6fl0
00V WATER VALVE
®w WATER DETER
GROUND COVER AND MEET ALL INITIAL
4
CALIPER
DISTICHUM
CYPRESS
TREE
25' MIN. SPACING
15fl
IRRIGATION AS DIRECTED BY THE DEVELOPER.
®EV ELECTRIC VALVE
5. ALL CONSTRUCTION DEBRIS SHALL BE REMOVED FROM THE PROPOSED PARKING ISLANDS PRIOR TO PLACEMENT OF TOPSOIL AND PLANTING, INCLUDING CONCRETE, ASPHALT, LIMESTONE BASE 6' METAL "T" POSTS
7. THE LANDSCAPE CONTRACTOR SHALL INSTALL AN IRRIGATION
I
V
JURISDICTIONAL REQUIREMENTS OR SHALL BE SUFFICIENT TO PROP
-
GRASS AREAS LOCATED IN THE FRONT YARD AND SIDE YARDS ADJACE,T
TO THE PARKING LOT.
-
13. ALL SAUCERS SHALL BE SOAKED WITH WATER AND MULCHED IMMEDIATELY FOLLOWING PLANTING.
(MULTI -TRUNK)
LAGERSTROEMIA
CREPE
ORNAMENTAL
NON OPY
15 GALLON
40
120
4D 13V BALL VALVE
REM ELECTRICAL TRANSFORMER
.--
3
(12" ABOVE GRADE)
INDICA
MYRTLE
TREE
(COUNTRY RED)
BEDS.
,
QMH MANHOLE
B. ALL SINGLE TRUNK TREES ARE TO BE STAKED; HOSE AND GUY WIRES OVERLAPPED_ _-_-
PRUNED AT PLANTING; PRUNING TO GENERALLY REDUCE THE OVERALL CROWN IS NOT PERMITTED.
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9. COVER AREAS TO BE PLANTED WITH 3" APPROVED ORGANIC MATTER, 2" BARK MULCH, AND 13-13-13 FERTILIZER AT THE RATE OF 5 LBS./100 SQFT. OF BED AREA.
1
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CALIPER
ILEX
POSSUMHAVVL
(TREE FORM)
NON -CANOPY
30 GALLON
40
40
Oc.o. CLEANOUT
4511711-111 FIRE HYDRANT
NOT DESIGNATED TO BE BLOCK SODDED, SHALL BE SEEDED WITH EITHER. BERMUDA (2 LBS/1 000 SQ.FT.) FROM MARCH 15 TO SEPTEMBER. 15 OR. BERMUDA/RYE GRASS W/FERTILIZER
10. ALL DISTURBED. AREAS, ,
1
"
12 ABOVE GRADE)
DECIDUA
HOLLY
TREE
p
MIX (2 LBS/5 LBS. PER 1,000 SQ.FT.) FROM SEPTEMBER 16 TO MARCH 14. 8" DEEP (MIN.)
®T' TELEPHONE PEDESTAL
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14
5 GALLON
FRUTESCENS
GREENCLOUD
TEXAS
SHRUB
3' SPACING
(18" HEIGHT)
10
14G
-•-•- BUILDING SETBACK LINE
------- PROPERTY LINE
"GREENCLOUD"
SAGE
OPERATIONS.
-------- EASEMENT LINE
NANDIRA
COMPACT
3' SPACING
P.U.E. PUBLIC UTILITY EASEMENT.
18. BACKFILL AND TOPSOIL SHALL BE PROVIDED BY LANDSCAPE CONTRACTOR AND USED FOR BACKFILLING ALL PITS FOR PLANTS. AVERAGE MIXTURE SHALL CONSIST OF A SANDY LOAM SOIL WITH
14
5 GALLON
DOMESTICA
NANDINA
SHRUB
(18" HEIGHT)
10
140
B.L. BUILDING SETBACK LINE
A MINIMUM ORGANIC MATTER CONTENT OF 507...
"COMPACTA"
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SOLID SOD AREAS
IpNi Ii �I (TIF 419 BERMUDA)
++t++++ COMMON BERMUDA
+~ SEEDED AREAS
SHRUB, AND OTHER WOODY PLANT MAINTENANCE (ANSI A300 PARTS 1 THROUGH 6).
IRRIGATION NOTES.-
OTES:1.
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1.AN AUTOMATIC TYPE IRRIGATION SYSTEM SHALL BE INSTALLED FCR
ALL NEW PLANTED AND LANDSCAPED
_=
AREAS. THIS IRRIGATION SYSTEM MUST BE INSTALLED PRIOR TO
ISSUANCE OF CoCS-CERTIFICATION OF
OCCUPANCY.
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2. THE IRRIGATION SYSTEM MUST BE PROTECTED BY EITHER A PRESSURE
VACUUM BREAKER, A REDUCED
T
PRESSURE -PRINCIPLE BACK FLOW -DEVICE, OR A -DOUBLE CHECK BACK
FLOW DEVICE, AND INSTALLED PER CITY
7607 EASTMARKDR., STE.250F <7'
ORDINANCE 2394.
SUBMITTED TO THE CoCS DEVELOPMENT SERVICES DEPARTMENT FOR REVIEW AND APPROVAL. 2. PLANT SO THAT TOP OF ROOT BALL
POST OFFICE BOX 9253
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FAILURE TO INSTALL PLANT MATERIAL PER THIS PLAN WILL JEOPARDIZE ISSUANCE OF FINAL CERTIFICATE OF OCCUPANCY. PRIOR TO ISSUANCE OF A CERTIFICATE OF OCCUPANCY ALL LANDSCAPING
COLLEGE STATION, TEXAS 77842
3. ALL BACK FLOW DEVICES MUST BE INSTALLED AND TESTED UPON
INSTALLATION AS PER CITY ORDINANCE
EMAIL: civil(i Jrmengineerxom
2394.
�-
OFFICE - (979) 764-0704
4. INSTALLATION PVC (SCH 40) SLEEVING SHALL BE COORDINATED WIH
THE CONTRACTOR AND ALL SLEEVING
FAX - (979) 764-0704
SHALL EXTEND A MINIMUM OF 24" PAST THE CURB OR SIDEWALK WHERE
APPLICABLE.
TEXAS FIRM REGISTRATION No. F
3. 100% COVERAGE OF GROUND COVER, DECORATIVE PAVING, DECORATIVE ROCK, OR A PERENNIAL GRASS 1S REQUIRED IN PARKING LOT ISLANDS, SWELLS AND DRAINAGE AREAS, THE PARKING LOT WIRE ENCASED IN 1".0
5. THE CONTRACTOR'S IRRIGATOR SHALL SUBMIT AN IRRIGATION PAN
TO THE OWNER FOR REVIEW AND
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APPROVAL_ THE IRRIGATION PLAN. SHALL DEMONSTRATE THAT THE
IRRIGATION. SYSTEM. WILL SUFFICIENTLY
SUPPLY ALL WATER NEEDS TO THE NEWLY PLANTED LANDSCAPING AN
GROUND COVER AND MEET ALL INITIAL
4. ANY ADJACENT PROPERTY AND RIGHT-OF-WAY DISTURBED DURING CONSTRUCTION WILL BE RETURNED TO ITS EXISTING CONDITIONS OR BETTER.
WATERING NEEDS FOR VIABLE ESTABLISHMENT AND GROWTH OF PLANT NGS.
6. THE CONTRACTOR SHALL COORDINATE ALL SLEEVING REQUIRED FOR
PUBLIC AND PRIVATE UTILITIES AND
IRRIGATION AS DIRECTED BY THE DEVELOPER.
=
5. ALL CONSTRUCTION DEBRIS SHALL BE REMOVED FROM THE PROPOSED PARKING ISLANDS PRIOR TO PLACEMENT OF TOPSOIL AND PLANTING, INCLUDING CONCRETE, ASPHALT, LIMESTONE BASE 6' METAL "T" POSTS
7. THE LANDSCAPE CONTRACTOR SHALL INSTALL AN IRRIGATION
SYSTEM SUFFICIENT TO MEET LOCAL
V
JURISDICTIONAL REQUIREMENTS OR SHALL BE SUFFICIENT TO PROP
RLY IRRIGATE THE LANDSCAPING AND
GRASS AREAS LOCATED IN THE FRONT YARD AND SIDE YARDS ADJACE,T
TO THE PARKING LOT.
-
TREE PLANTING NOTES•
I 1 - 3/4" DOMESTIC
WATER/IRRIGATION METER "---"- _
1 - DOUBLE CHECK VALVE
( (METER SET BY CoCS)
I
SILVERTHORNE LANE
I (50' RIGHT-OF-WAY)
I
(27' CONCRETE w/CURB)
LANDSCAPING REQUIREMENTS
SITE AREA METHOD:
SITE AREA=0.177 acres or 7,505 sq.ft.
30 pnts./1000 sqft.:
(7,505/1000 x 30) = 225 pnts.
ADDITIONAL STREETSCAPE:
SILVERTHORNE LN. (67 LF.)
300 pnts./50 L.F. of frontage:
(300 x 67/50) = 402 pnts.
TOTAL LANDSCAPE POINTS REQUIRED = 627 Ants.
MINIMUM REQUIRED LANDSCAPING = 800 pnts.
TOTAL LANDSCAPE POINTS PROVIDED = 1,040 puts.
FRONTAGE TREES:
SILVERTHORNE LN. - LOCAL STREET @ 32' SPC:
67 L.F. FRONTAGE/32 = 2.1 TREES
REQUIRED = 2 TREES
PROVIDED = 2 TREES
(2 CANOPY & 0 NON -CANOPY)
CANOPY REQUIREMENTS:
50% CANOPY TREES: (800 x 50%) = 400 pets.
REQUIRED = 400 puts.
PROVIDED = 600 puts.
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LANDSCAPING NOTES:,,
1. STAKE ABOVE FIRST BRANCHES OR
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1. THE .LANDSCAPE PLAN PRESENTED .WAS PREPARED .BY .RME CONSULTING ENGINEERS .(R.ME). RME .IS .NEITHER A LICENSED .LANDSCAPE .ARCHITECT NOR IRRIGATOR. THIS PLAN WAS PREPARED
AS NECESSARY TO PREVENT SLIPPING
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FOR THE SOLE PURPOSE TO MEET THE CITY OF COLLEGE STATION (CoCS) UNIFIED DEVELOPMENT ORDINANCE AND OBTAIN DEVELOPMENT PERMITS. ANY CHANGES MADE TO THIS PLAN SHALL BE OF RUBBER HOSES.
--I
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SUBMITTED TO THE CoCS DEVELOPMENT SERVICES DEPARTMENT FOR REVIEW AND APPROVAL. 2. PLANT SO THAT TOP OF ROOT BALL
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FAILURE TO INSTALL PLANT MATERIAL PER THIS PLAN WILL JEOPARDIZE ISSUANCE OF FINAL CERTIFICATE OF OCCUPANCY. PRIOR TO ISSUANCE OF A CERTIFICATE OF OCCUPANCY ALL LANDSCAPING
THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF QUANTITIES. IN. THE PLANT LIST.- ANY DISCREPANCIES. BETWEEN QUANTITIES. ON THE PLAN. AND THE PLANT LLST IS EVEN WITH THE FINISHED GRADE.
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SHALL BE INSTALLED.
SHALL BE BROUGHT TO THE ATTENTION OF THE INSPECTOR AND ANY FIELD ADJUSTMENTS OR QUANTITY ADJUSTMENTS MUST BE AUTHORIZED PRIOR TO PLANTING. 12 GAUGE GALVANIZED
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3. 100% COVERAGE OF GROUND COVER, DECORATIVE PAVING, DECORATIVE ROCK, OR A PERENNIAL GRASS 1S REQUIRED IN PARKING LOT ISLANDS, SWELLS AND DRAINAGE AREAS, THE PARKING LOT WIRE ENCASED IN 1".0
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SET BACK, RIGHT-OF-WAY, AND ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION. RUBBER HOSE
4. ANY ADJACENT PROPERTY AND RIGHT-OF-WAY DISTURBED DURING CONSTRUCTION WILL BE RETURNED TO ITS EXISTING CONDITIONS OR BETTER.
I
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5. ALL CONSTRUCTION DEBRIS SHALL BE REMOVED FROM THE PROPOSED PARKING ISLANDS PRIOR TO PLACEMENT OF TOPSOIL AND PLANTING, INCLUDING CONCRETE, ASPHALT, LIMESTONE BASE 6' METAL "T" POSTS
CROSSING, PH 1
J
V
MATERIAL, OR COMPACTED STABILIZED EARTH. -(MINIMUM OF -3)
-_
_
7
-
13. ALL SAUCERS SHALL BE SOAKED WITH WATER AND MULCHED IMMEDIATELY FOLLOWING PLANTING.
6. THE CROWN OF ALL PLANTS SHALL BE SLIGHTLY HIGHER, AFTER SETTLING, THAN ADJACENT SOIL. PINE BARK MULCH
2" THICK (MIN.)
- _
ZONED: PDD
14. ALL PRUNING SHALL BE DONE IN ACCORDANCE WITH THE TREE TECHNICAL MANUAL, SECTION 3.8 "PRUNING NEWLY PLANTED TREES." ONLY BROKEN, DISEASED OR RUBBING LIMBS SHALL BE
.--
7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING OR ADDING_ TOP SOIL, AS NEEDED, FOR THE INCLUSION OF THE SOIL AMENDMENTS, AS NEEDED, IN THE PREPARED GROUND COVER
I
BEDS.
,
W
B. ALL SINGLE TRUNK TREES ARE TO BE STAKED; HOSE AND GUY WIRES OVERLAPPED_ _-_-
PRUNED AT PLANTING; PRUNING TO GENERALLY REDUCE THE OVERALL CROWN IS NOT PERMITTED.
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9. COVER AREAS TO BE PLANTED WITH 3" APPROVED ORGANIC MATTER, 2" BARK MULCH, AND 13-13-13 FERTILIZER AT THE RATE OF 5 LBS./100 SQFT. OF BED AREA.
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NEW TOPSOIL
LOCATLON WHERE THE TRUNK AND ROOTS MEET SHOULD BE VISIBLE AFTER PLANTING IN ACCORDANCE WITH THE TREE TEC HN►CAL MANUAL SECTION 3.7.6.
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NOT DESIGNATED TO BE BLOCK SODDED, SHALL BE SEEDED WITH EITHER. BERMUDA (2 LBS/1 000 SQ.FT.) FROM MARCH 15 TO SEPTEMBER. 15 OR. BERMUDA/RYE GRASS W/FERTILIZER
10. ALL DISTURBED. AREAS, ,
_ _ _ __ _ _ _ _ __
_ __ _ _ __: __ - ___ __ -. COLOR SPECIFIED BY I
p
MIX (2 LBS/5 LBS. PER 1,000 SQ.FT.) FROM SEPTEMBER 16 TO MARCH 14. 8" DEEP (MIN.)
I 1 - 3/4" DOMESTIC
WATER/IRRIGATION METER "---"- _
1 - DOUBLE CHECK VALVE
( (METER SET BY CoCS)
I
SILVERTHORNE LANE
I (50' RIGHT-OF-WAY)
I
(27' CONCRETE w/CURB)
LANDSCAPING REQUIREMENTS
SITE AREA METHOD:
SITE AREA=0.177 acres or 7,505 sq.ft.
30 pnts./1000 sqft.:
(7,505/1000 x 30) = 225 pnts.
ADDITIONAL STREETSCAPE:
SILVERTHORNE LN. (67 LF.)
300 pnts./50 L.F. of frontage:
(300 x 67/50) = 402 pnts.
TOTAL LANDSCAPE POINTS REQUIRED = 627 Ants.
MINIMUM REQUIRED LANDSCAPING = 800 pnts.
TOTAL LANDSCAPE POINTS PROVIDED = 1,040 puts.
FRONTAGE TREES:
SILVERTHORNE LN. - LOCAL STREET @ 32' SPC:
67 L.F. FRONTAGE/32 = 2.1 TREES
REQUIRED = 2 TREES
PROVIDED = 2 TREES
(2 CANOPY & 0 NON -CANOPY)
CANOPY REQUIREMENTS:
50% CANOPY TREES: (800 x 50%) = 400 pets.
REQUIRED = 400 puts.
PROVIDED = 600 puts.
kRKI DATE I DESCRIPTION
SUBSTANTIALL,(
COMPLETE
N.T.S.
4' OR 6'
ti PINE
2" T
W
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NEW TOPSOIL
6" THICK (MIN.)
N.T.S.
SrYOO ! t
CALL BEFORE YOU IG
TEXAS ONE CALL SYSTE
1-800-245-4545
(AT LEAST 72 HOURS PRIOR TO DIGG NG)
{DARNING!!: THE CONTRACTOR IS TO LOCATE ANY AID ALL UTILITIES
PRIOR TO CONSTRUCTION AND IS SOLELY RESPONSIBI, FOR ALL DAMAGES
TO EXISTING UTILITIES DUE TO ANY CONSTRUC ION ACTIVITY.
< MULCH
(MIN.) -
FINISH
GRADE
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11. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING TREES AND SHRUBS THAT WILL MEET BOTH MINIMUM SIZE AND SPACING FOR TREE AND ZONING ORDINANCE COMPLIANCE.
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FAILURE TO INSTALL PLANT MATERIAL PER THIS PLAN WILL JEOPARDIZE ISSUANCE OF FINAL CERTIFICATE OF OCCUPANCY. PRIOR TO ISSUANCE OF A CERTIFICATE OF OCCUPANCY ALL LANDSCAPING
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12. ALL NEW PLANT MATERIAL SHALL MEET THE LATEST REQUIREMENTS OF THE AMERICAN STANDARD FOR NURSERY STOCK (ANSI Z60.1).
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CROSSING, PH 1
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13. ALL SAUCERS SHALL BE SOAKED WITH WATER AND MULCHED IMMEDIATELY FOLLOWING PLANTING.
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- _
ZONED: PDD
14. ALL PRUNING SHALL BE DONE IN ACCORDANCE WITH THE TREE TECHNICAL MANUAL, SECTION 3.8 "PRUNING NEWLY PLANTED TREES." ONLY BROKEN, DISEASED OR RUBBING LIMBS SHALL BE
I
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NOW OR FORMERLY
PRUNED AT PLANTING; PRUNING TO GENERALLY REDUCE THE OVERALL CROWN IS NOT PERMITTED.
MONTE VERDE
15. THE TOP OF ALL ROOT BALLS SHALL BEAR THE SAME RELATIONSHIP TO FINISHED GRADE, AS BORN TO PREVIOUS GRADE AND GROWING CONDITIONS. THE ROOT FLARES ON ALL TREES (THE
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DEVELOPMENT INC.
LOCATLON WHERE THE TRUNK AND ROOTS MEET SHOULD BE VISIBLE AFTER PLANTING IN ACCORDANCE WITH THE TREE TEC HN►CAL MANUAL SECTION 3.7.6.
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VOL. 9490, -PG. 296 --
_ _ _ __ _ _ _ _ __
_ __ _ _ __: __ - ___ __ -. COLOR SPECIFIED BY I
16. ALL ROOT BALLS REMOVED FROM CONTAINERS SHALL BE SCARIFIED PRIOR TO BACKFILLING.
(OPTIONAL, EXCE
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17. THE LANDSCAPE CONTRACTOR SHALL VERIFY EXISTING UNDERGROUND UTILITIES PRIOR TO PLANT INSTALLATION AND SHALL BE RESPONSIBLE FOR ANY DAMAGES DUE TO LANDSCAPE
OPERATIONS.
18. BACKFILL AND TOPSOIL SHALL BE PROVIDED BY LANDSCAPE CONTRACTOR AND USED FOR BACKFILLING ALL PITS FOR PLANTS. AVERAGE MIXTURE SHALL CONSIST OF A SANDY LOAM SOIL WITH
A MINIMUM ORGANIC MATTER CONTENT OF 507...
i
19. ALL NEW PLANT MATERIAL SHALL BE PLANTED AND MAINTAINED IN ACCORDANCE WITH THE LATEST EDITION OF THE AMERICAN NATIONAL STANDARDS INSTITUTE REQUIREMENTS FOR TREE,
SHRUB, AND OTHER WOODY PLANT MAINTENANCE (ANSI A300 PARTS 1 THROUGH 6).
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20. ALL PLANT MATERIAL SHALL BE MULCHED WITH A MINIMUM 3" LAYER OF HARDWOOD BARK MULCH (UNLESS OTHERWISE SPECIFIED). PROVIDE MINIMUM 10' DIAMETER MULCH RING AROUND
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EXISTING TREES TO REMAIN, TYPICAL.
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21. MINIMUM TREE SIZE AT PLANTING IS SPECIFIED ON THE PLAN (FOR SINGLE STEM TREES). ALL MUTLI-STEM PLANTS MUST BE TREE FORM, MAXIMUM 3 TO 5 TRUNKS, AND BE THE MINIMUM SIZE
'
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SPECIFIED ON THE PLAN,
�" ' '•:
22. ALL STRAPPING MUST BE CUT AWAY AND REMOVED FROM ROOT BALL PRIOR TO BACKFILLING PLANTING PIT, AND THE TOP 1/3 OF THE BURLAP MUST BE REMOVED FROM THE ROOT BALL.
_ .23. THE LANDSCAPE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE CODES, ORDINANCES, AND THE TREE TECHNICAL MANUAL GUIDELINES, REGARDING LANDSCAPING, TREE PLANTING AND
IRRIGATION.
(
24. IT IS THE RESPONSIBILITY OF THE LANDSCAPE CONTRACTOR TO ESTABLISH A HEALTHY STAND OF GRASS ON ALL SEEDED AREAS.
25. IN THE EVENT THAT PLANTING BEDS AND MULCH ARE REQUIRED, THE LANDSCAPE CONTRACTOR SHALL INSTALL BLACK FABRIC MESH UNDER THE MULCH TO PREVENT WEED GROWTH.
I
26. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR THE WATERING AND THE MAINTENANCE OF ALL LANDSCAPED AREAS UNTIL THE LATER OF: (i) THIRTY (30) DAYS FOLLOWING THE
PLANTING OF THE GRASS AND SHRUBS, OR (ii) THE DATE THAT THE FACILITY TO THE PUBLIC FOR BUSINESS.
(
27. NO TREE SHALL BE PLANTED CLOSER THAN 5 FEET TO AN UNDERGROUND UTILITY OR WATER LINE, AND NO MEDIUM OR LARGE TREE SHALL BE CLOSER THAN 15 LINEAR FEET FROM AN
-.- _ ETT IMPERVIOUS COVER AND NO SMALL TREE SHALL BE CLOSER THAN THREE FEE TO IMPERVIOUS COVER AS
_ BE CLOSER THAN FOUR FE 0 P
OVERHEAD -UTILITY. - NO__LARGE OR MEDIUM TREE SHALL (
MEASURED FROM THE BASE OF THE TREE).
28. 100% COVERAGE OF GROUND COVER, DECORATIVE PAVING, DECORATIVE ROCK (NOT LOOSE), OR A PERENNIAL GRASS IS REQUIRED IN PARKING LOT ISLANDS, SWELLS AND DRAINAGE AREAS, THE
PARKING LOT SET BACK, RIGHT-OF-WAY, AND ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION.
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SUBSTANTIALL,(
COMPLETE
N.T.S.
4' OR 6'
ti PINE
2" T
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6" THICK (MIN.)
N.T.S.
SrYOO ! t
CALL BEFORE YOU IG
TEXAS ONE CALL SYSTE
1-800-245-4545
(AT LEAST 72 HOURS PRIOR TO DIGG NG)
{DARNING!!: THE CONTRACTOR IS TO LOCATE ANY AID ALL UTILITIES
PRIOR TO CONSTRUCTION AND IS SOLELY RESPONSIBI, FOR ALL DAMAGES
TO EXISTING UTILITIES DUE TO ANY CONSTRUC ION ACTIVITY.
< MULCH
(MIN.) -
FINISH
GRADE
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CLIENT INFORMATION
MONTE VERDE DEVELOPMENT, INC.
c/o ANDY VELA
809 UNIVERSITY DRVIE EAST, STE. 101B
COLLEGE STATION, TX 77840
a� ANDRESV94@YAHOO.COM
pi _ t�. t PH: (979) 268-2692
1 j � 1
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FILENAME: 0386LP1A I SCALE: 1"=10'
SUBMITTED DATE: 3/9/11, 3/28/11
&V60 ^A. V. DRAWN BY: R.A.M.
' CHECKED -BY: R.A.M.
FOR
___. _ FIELD BOOK: N/A PAGES. N/A
RME CONSULTING ENGINEERS
„ � � � CLIENT NO. PROJECT NO.
E ii
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APR 07 2-011 0386
OXWU
BEVEL^� �. f �Li N1
PLAT I:b; SHEET 3.:_,.''or .,.,3..
an ing ile Copy
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