HomeMy WebLinkAboutDrawings Model: I he l
Finish: Coppe
Available from: Coppe
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Address: Keller
Phone #: 1 -800
Fax #: 1 -817• -
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RIGHT -OF -WAY
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LINE
(� 2. ALL BACK FLOW DEVICES MUST BE INSTALLED AND TESTED UPON INSTALLATION AS
31 a I I _ - _ � z ` -�_ ___ L -- - f == � __ T T . t'( —L+:• I 7. LANDSCAPING AND IRRIGATION DESIGN &ANALYSIS WILL BE PROVIDED ON THE PER CITY ORDINANCE 2394. (n 0 n o i + LANDSCAPE & IRRIGATION PLANS.
f I ,� - -- UTY NOTES: � U � p
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\ 44 DETENTION P 48 I 4s 24 ( 48 F 8. ALL INTERIOR PARKING SPACES WITHOUT A CURB A ' ' T THE FRONT OF THE SPACE m W
AREA -_ _/ U E
u v ' ] ARE 9' WIDE BY 20 IN DEPTH. ALL OTHER PARKING SPACES ARE 9 BY 18.0 WITH 1. ALL OF THE 8' AND 6' DIAMETER PUBLIC WATERLINES WILL BE CONSTRUCTED WITH
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\ ' 48 ST — ST ST — ST — ST —� -- ST sr - r - sr - sT - sr - ST sr — ST- ST — ST — ST — — Sr — sr —� — ST sr - 2' OF UNOBSTRUCTED AREA PROVIDED FOR VEHICLE OVERHANG. PHASE 1. m 0
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- - - - - - - - �- - -� 9. THE TYPICAL f3ACK OF CURB RADIUS IS 4.5' UNLESS NOTED OTHERWISE. 2. PROPOSED PUBLIC UTILITY EASEMENTS SHOWN WILL BE CONVEYED BY PLAT OR W Z
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� 34 v -e v s 6 v 6 -6 - s v s s $ 26 22 SEPARATE INSTRUMENT. < >Q Q to /� 48 S � / r - - - - - - 1 I - - - - - �- - - - - T�� f�1 ' RECORDED VOLUME PAGE 62 THE I OFFlCIAL E RECORDS OF COUNTY. O
DRAINAGE NOTES:
1. THE DETENTION FACILITY AND THE STORM SEWER PIPING AND INLETS ARE PRIVATE
CURVE
GENERAL NOTES: ELECTRICAL NOTES
RADIUS
ARC LENGTH
CHORD LENGTH
1. CONTRACTOR IS TO VERIFY THE EXACT LOCATION AND VERTICAL POSITIONING OF 1, DEVELOPER INSTALLS CONDUITS AS PER CITY SPECS AND DESIGN.
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74'33'44"
129.00'
EXISTING UTILITIES AND SERVICE LINES WITHIN THE PROJECT AREA, WHETHER SHOWN
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S56'42'41"W
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ON PLANS OR NOT, AT LEAST 48 HRS. PRIOR TO ANY CONSTRUCTION. CONTRACTOR 2, DEVELOPER PROVIDES 30' OF #4 RIGID CONDUIT FOR RISER POLES. DEVELOPER
sn - - -- EXISTING SANITARY SEWER LINE
IS RESPONSIBLE FOR ANY DAMAGE DONE TO EXISTING FACILITIES. CALL INSTALLS FIRST 10' CITY INSTALLS REMAINDER.
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1- 800 - DIG -TESS.
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3. DEVELOPER POURS TRANSFORMER PADS PER CITY SPECS AND DESIGN.
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2. ALL RADII AND DISTANCES ARE MEASURED TO THE BACK OF CURB UNLESS
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WILL BE LOCATED IN THE STREET RIGHT -OF -WAY.
OTHERWISE NOTED. 4. DEVELOPER INSTALLS PULL BOXES AS PER CITY SPECS AND DESIGN. (PULL BOXES
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tE PROPOSED UNDERGROUND ELECTRIC
3. ALL PUBLIC INFRASTRUCTURE WITHIN STREET RIGHT -OF -WAY OR PUBLIC UTILITY PROVIDED BY CITY,)
EASEMENTS IS TO BE DONE IN CONFORMANCE WITH THE CITY OF COLLEGE STATION
5. DEVELOPER PROVIDES DIGITAL AUTOCAD 20001 VERSION OF PLAT AND /OR SITE PLAN.
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STANDARD SPECIFICATIONS FOR WATER & SEWER, STREETS & DRAINAGE.
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4. ALL UTILITY LINES (WATER, GAS, SANITARY SEWER GT.E., STORM SEWER, ETC.) 6. DEVELOPER PROVIDES TEMPORARY BLANKET EASEMENT FOR CONSTRUCTION PURPOSES.
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SHOWN ARE TAKEN FROM BEST AVAILABLE RECORD INFORMATION BASED ON
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CONSTRUCTION UTILITY MAP DOCUMENTS OBTAINED BY FROM CITY & INDEPENDENT 7. DEVELOPER PROVIDES EASEMENTS FOR ELECTRIC INFRASTRUCTURE AS INSTALLED FOR
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— ST — ST — ST — PROPOSED STORM SEWER LINE
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AGENCIES AND OR ABOVE GROUND FIELD EVIDENCE. SHOWN POSITIONS MAY NOT
/ ELECTRIC LINES.
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REPRESENT AS -BUILT CONDITIONS.
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IRRIGATION SYSTEM NOTES
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PROPOSED LANDSCAPE SLEEVES
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5. ELECTRICAL CONDUIT FOR PARKING LOT LIGHTING WILL BE SHOWN ON THE
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ELECTRICAL SITE PLAN. 1, IRRIGATION SYSTEM MUST BE PROTECTED BY EITHER A PRESSURE VACUUM BREAKER
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OR REDUCED PRESSURE PRINCIPLE BACK FLOW DEVICE AND INSTALLED AS PER CITY
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6. PAVEMENT DEPTHS: 6" CONCRETE PAVEMENT IN FIRE LANES AND IN TRASH ORDINANCE 2394.
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`� 4y -' -- 42 m / ; ) DUMPSTER AREA; 5 CONCRETE PAVEMENT IN ALL OTHER LO A C)
LINE
(� 2. ALL BACK FLOW DEVICES MUST BE INSTALLED AND TESTED UPON INSTALLATION AS
31 a I I _ - _ � z ` -�_ ___ L -- - f == � __ T T . t'( —L+:• I 7. LANDSCAPING AND IRRIGATION DESIGN &ANALYSIS WILL BE PROVIDED ON THE PER CITY ORDINANCE 2394. (n 0 n o i + LANDSCAPE & IRRIGATION PLANS.
f I ,� - -- UTY NOTES: � U � p
31 lIT1
\ 44 DETENTION P 48 I 4s 24 ( 48 F 8. ALL INTERIOR PARKING SPACES WITHOUT A CURB A ' ' T THE FRONT OF THE SPACE m W
AREA -_ _/ U E
u v ' ] ARE 9' WIDE BY 20 IN DEPTH. ALL OTHER PARKING SPACES ARE 9 BY 18.0 WITH 1. ALL OF THE 8' AND 6' DIAMETER PUBLIC WATERLINES WILL BE CONSTRUCTED WITH
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\ ' 48 ST — ST ST — ST — ST —� -- ST sr - r - sr - sT - sr - ST sr — ST- ST — ST — ST — — Sr — sr —� — ST sr - 2' OF UNOBSTRUCTED AREA PROVIDED FOR VEHICLE OVERHANG. PHASE 1. m 0
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- - - - - - - - �- - -� 9. THE TYPICAL f3ACK OF CURB RADIUS IS 4.5' UNLESS NOTED OTHERWISE. 2. PROPOSED PUBLIC UTILITY EASEMENTS SHOWN WILL BE CONVEYED BY PLAT OR W Z
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� 34 v -e v s 6 v 6 -6 - s v s s $ 26 22 SEPARATE INSTRUMENT. < >Q Q to /� 48 S � / r - - - - - - 1 I - - - - - �- - - - - T�� f�1 ' RECORDED VOLUME PAGE 62 THE I OFFlCIAL E RECORDS OF COUNTY. O
DRAINAGE NOTES:
1. THE DETENTION FACILITY AND THE STORM SEWER PIPING AND INLETS ARE PRIVATE
CURVE
DELTA
RADIUS
ARC LENGTH
CHORD LENGTH
CHORD BEARING
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Z
74'33'44"
129.00'
167.88'
AND WILL BE MAINTAINED BY THE DEVELOPER, EXCEPT FOR THE PUBLIC STORM SEWER
S56'42'41"W
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LINE FROM THE DETENTION POND TO THE EXISTING INLET ON LUTHER STREET. THIS PIPE
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WILL BE LOCATED IN THE STREET RIGHT -OF -WAY.
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PROPOSED LANDSCAPE SLEEVES
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CURVE TABLE
CURVE
DELTA
RADIUS
ARC LENGTH
CHORD LENGTH
CHORD BEARING
Cl
74'33'44"
129.00'
167.88'
1 156.28'
S56'42'41"W
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PROPOSED STORM SEWER INLET = V) m
43 m� (
v v v — / / / �FH PROPOSED FIRE HYDRANT
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12 N / .0- PROPOSED GATE VALVE
38 - - -- 20 r^
3 FDC I tiF O PROPOSED SANITARY SEWER MANHOLE. v J
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2 ^ ® �P ! 1 1 / t- FLOW DIRECTION �..D F'
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PROPOSED ELECTRICAL E� i ! P9 ���j O
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SIDEWALK
P CAL IRAN OR
— — — — — —"� o CURB - �.,
st OPENING 1 EXISTING 8' SANITARY SEWER LINE HANDICAP RAMP CL -_ L {� 2 —� Z —
26 20 25 / : / > w
".. 1 / 2 EXISTING SANITARY SEWER MANHOLE ` CO+ �
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26 /s� 31 3 3 EXISTING 8 WATERLINE a HANDICAP SIGN r • { • , IA11UN �
CURB` t SI / sj '' 4 EXISTING 16" WATERLINE 6 O
OPENING, 39 8 5 EXISTING 30" RCP STO RM SEWER � > O
TION • �� _..
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` i' 10 EXISTING WATER VALVE �.
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--mo ;� 12 EXISTING CURB AND GUTTER �a� " r VJ
\ �J •.:: . ' ; w - -w A , �`w 13 EXISTING STREET LIGHT
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r +• 20 PROPOSED 4' WATERLINE y NIXbWAY
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J � 3 , - ,•_.- ,.w-- -= ,•`.' -' -_ '' ,�,n»t ----- j � \ r - 22 PROPOSED 2' FIRE SPRI NKLER SYSTEM SUPPLY LINE
to
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23 PROPOSED 6' WATERLINE
w � e �..• -- sAr+ J , ' ' �, 24 PROPOSED 8 WATERLINE PROJECT �. ,PAW970 � ■ �/ J � J
25 PROPOSED 8 - 1' SERVICE LINES LOCATION r
26 PROPOSED 8 - 5/8" WATER METERS `' Lu
27 PROPOSED 28 PROPOSED 6 SANITARY SEWER R SANIT �n y MELROSE W A Y
PROPOSED 8" SAN--"' `\ ' O
ARY�SEWE M NHOLE
30 PROPOSED SANIT
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:' ' 31 PROPOSED STORM SEWER PIPE (PRIVATE)
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%� 31A PROPOSED STORM SEWER PIPE (PUBLIC) m
/ 32 PROPOSED STORM SEWER JUNCTION BOX y
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34 PROPOSED IRON FENCE o ��
35 PROPOSED CHAIN LINK FENCE
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L $ / r` i 37 PROPOSED HANDICAP PARKING SIGNS 2818 W SHEET
1 ; j VVV 38 PROPOSED UNDERGROUND ELECTRICAL CONDUITS FM
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r� -•1`• y c, J , 42 PROPOSED 2" IRRIGATION W ATER METER CRY M1TS
�' 43 PROPOSED WATER GATE VALVE
� y - v 44 PROPOSED CONCRETE FLUME N r; ou>arreue�s ��
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I r 45 PROPOSED SLIDING GATE 4 F ro
46 PROPOSED BUS STOP �i my t
47 PROPOSED 8' SCREEN FENCE r�
40 20 0 40 48 PROPOSED 2 -3" PVC IRRIGATION SLEEVES
49 PROPOSED DETENTION POND OUTLET STRUCTURE
E J 50 PROPOSED 1 -1 /2" WATERLINE �'A TAW VICINITY MAP
I SCALE IN FE NTS
_.....__. r \ ! 51 PROPOSED 1 -1/2 WATER METER FOR POOL Raw" meervc
maw �m W= PHASE LINE
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PROPOSED_ SANTiARY SEWER LINE
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— ST — ST — ST — PROPOSED STORM SEWER LINE
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— - - - PROPOSED PUBLIC UTILITY EASEMENT (PUE)
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PROPOSED LANDSCAPE SLEEVES
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PROPOSED STORM SEWER
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D JUNCTION BOX
=
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PROPOSED STORM SEWER INLET = V) m
43 m� (
v v v — / / / �FH PROPOSED FIRE HYDRANT
®
12 N / .0- PROPOSED GATE VALVE
38 - - -- 20 r^
3 FDC I tiF O PROPOSED SANITARY SEWER MANHOLE. v J
+, < r / EXISTING LIGHT POLE W
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2 ^ ® �P ! 1 1 / t- FLOW DIRECTION �..D F'
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PROPOSED ELECTRICAL E� i ! P9 ���j O
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SIDEWALK
P CAL IRAN OR
— — — — — —"� o CURB - �.,
st OPENING 1 EXISTING 8' SANITARY SEWER LINE HANDICAP RAMP CL -_ L {� 2 —� Z —
26 20 25 / : / > w
".. 1 / 2 EXISTING SANITARY SEWER MANHOLE ` CO+ �
1 `, r+� i z
26 /s� 31 3 3 EXISTING 8 WATERLINE a HANDICAP SIGN r • { • , IA11UN �
CURB` t SI / sj '' 4 EXISTING 16" WATERLINE 6 O
OPENING, 39 8 5 EXISTING 30" RCP STO RM SEWER � > O
TION • �� _..
I T 1 � - �••�' �, _, � BOX ��•� - Q —
T e CURB sr st '; SE "^"+- _
5g ., sr st T 7 EXISTING STORM SEINER INLET 9 OPE ING 6 ti ® sr / si / '' \' - - ` r
r
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` i' 10 EXISTING WATER VALVE �.
_w --� ~ 3 ( r 11 EXISTING STORM SEWER PIPE ZEUS (� Uh
--mo ;� 12 EXISTING CURB AND GUTTER �a� " r VJ
\ �J •.:: . ' ; w - -w A , �`w 13 EXISTING STREET LIGHT
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r +• 20 PROPOSED 4' WATERLINE y NIXbWAY
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J � 3 , - ,•_.- ,.w-- -= ,•`.' -' -_ '' ,�,n»t ----- j � \ r - 22 PROPOSED 2' FIRE SPRI NKLER SYSTEM SUPPLY LINE
to
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-
23 PROPOSED 6' WATERLINE
w � e �..• -- sAr+ J , ' ' �, 24 PROPOSED 8 WATERLINE PROJECT �. ,PAW970 � ■ �/ J � J
25 PROPOSED 8 - 1' SERVICE LINES LOCATION r
26 PROPOSED 8 - 5/8" WATER METERS `' Lu
27 PROPOSED 28 PROPOSED 6 SANITARY SEWER R SANIT �n y MELROSE W A Y
PROPOSED 8" SAN--"' `\ ' O
ARY�SEWE M NHOLE
30 PROPOSED SANIT
LL
:' ' 31 PROPOSED STORM SEWER PIPE (PRIVATE)
— N 2
- - - -- - -- -- - . - - -- N
%� 31A PROPOSED STORM SEWER PIPE (PUBLIC) m
/ 32 PROPOSED STORM SEWER JUNCTION BOX y
r/. •
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34 PROPOSED IRON FENCE o ��
35 PROPOSED CHAIN LINK FENCE
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j w 36 PROPOSED TRASH DUMPSTER
/ \
L $ / r` i 37 PROPOSED HANDICAP PARKING SIGNS 2818 W SHEET
1 ; j VVV 38 PROPOSED UNDERGROUND ELECTRICAL CONDUITS FM
r ;
i 39 PROPOSED ELECTRICAL TRANSFORMER A�xaAr
__.._..__ i _ j f " j SED BRICK WAL
ft
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ur�msn
r� -•1`• y c, J , 42 PROPOSED 2" IRRIGATION W ATER METER CRY M1TS
�' 43 PROPOSED WATER GATE VALVE
� y - v 44 PROPOSED CONCRETE FLUME N r; ou>arreue�s ��
i I
I r 45 PROPOSED SLIDING GATE 4 F ro
46 PROPOSED BUS STOP �i my t
47 PROPOSED 8' SCREEN FENCE r�
40 20 0 40 48 PROPOSED 2 -3" PVC IRRIGATION SLEEVES
49 PROPOSED DETENTION POND OUTLET STRUCTURE
E J 50 PROPOSED 1 -1 /2" WATERLINE �'A TAW VICINITY MAP
I SCALE IN FE NTS
_.....__. r \ ! 51 PROPOSED 1 -1/2 WATER METER FOR POOL Raw" meervc
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General Notes
01. All Plant Material shall be pruned / shaped as per Landscape Architect
after installation to remove any broken or damaged branches and to give
uniformity of shape.
02. All Plant Material must be approved by the Landscape Architect before
installation.
03. Verify all quantities before installation.
04. Broken pieces of sod (smaller than 8" square) are not acceptable.
05. All Crape Myrtle Trees are to be pruned up to expose 6' clear trunk(s).
06. Landscape Contractor is responsible for clearing any dirt or mud from
public roadway. Landscape Contractor is also responsible for keeping the
site clean during construction and plant installation.
07. All proposed "New Canopy Trees" shall be containerized and have a
minimum trunk diameter of 2y2'.
05. This site contains no existing on -site plant material.
Oq. An automatic irrigation system will cover the entire landscaped areas.
10. Typical Dumpster Screen Fencing is to be a 6' Ht. Wood Privacy Screen.
II. Bedding Soil (flowerbeds) shall be prepared to a depth of B inches.
12. Five pounds of fertilizer (3 -2 -1 ratio) per 1006 Sg, Ft. shall be
incorporated into bedding soil.
13. Bedding Soil mix shall be 60% sandy loam topsoil and 40% black humus
bark mulch and top dressed with a 3" layer of composted pine bark mulch.
14. Install 3' diameter mulch rings ,(3" thick) around ail trees in lawn areas.
15. All plant material is to be guaranteed for I full year.
16. Erosion control is regpired as needed and clean -up is included.
17. Refer to SITE PLAN for adjacent land uses, existing and proposed
utilities and easements.
Plant List - Streetscape Only
Luther Street (Maj Collector)
Key Q W Ut six. Cam-on Nome (SoknW Nome Reoyirod A'q+aed
Required Streetscape Canopy Trees 685 -158 / 32 = 17
Mvposed Neluly Plaited Caapy Tram
1 65 Gal. Live Oak (Quercus virginiona) I
_(2y Cal. Min.)
16 45 Gal. Drake Elm (Ulmus parvifolia 'Drake') 16
(2" Cal. Min.)
Landscape Calculations
POINT CALCULATIONS
Landscape Buffer Area
RI:R5 Buffer = 1 Sq, Ft.
TOTAL Property Area Requirements
400,07q.25 - 1,221 / 1000 x 30 = II,cl66 Points
Streetscape
Major Collector
685' (frontage) - 158' (driveways and visibility triangles)
/ 50 x 300 = 3 Points
TOTAL POINTS REQUIRED 0 160 i�
(Regyired Canopy Trees 15,128/ 2 = 7,564 Points)
(Regyired Streetscape Canopy Trees 685 -158 / 32 = 17 Trees)
TOTAL AREA PHASE I
Ig5,658 - 1,221 / 1000 x 30 = 5,833 Points
TOTAL AREA PHASE II
204,421 / 1000 x 30 = 6,133 Points
TOTAL POINT REQUIREMENT FOR PHASE I
5,533 + 3,162 = S, gcI5 Points
TOTAL POINT REQUIREMENT FOR PHASE 11
6,133 = 6,133 Points
Existing Landscaping
No existing Trees are located within the site that will be claimed
as credit toward satisfying the regpired landscape points.
Proposed Landscaping
(Proposed Landscaping does not include Buffer plantings.)
NEW CANOPY TREES (container)
73 @ 150 Points (2%2 Min. Cal.) = 10,850 Points
NON - CANOPY TREES (container)
43 @ 40 Points (I %2' Min. Cal.) = 11720 Points
Shrubs (container)
382 @ 10 Points (5 Gal. Min.) = 3,620 Points
TOTAL PROPOSED LANDSCAPING 16,490 Points
PHASE I LANDSCAPING
NEW CANOPY TREES - 41 @ 150 = 6,'150 Points
NON - CANOPY TREES - 25 @ 40 = 1,000 Points
Shrubs - 34B @ 10 = 3,480 Points
TOTAL =10,c`170 Points
PHASE 11 LANDSCAPING
NEW CANOPY TREES - 44 @ 150 = 6,600 Points
(Does not include Buffer plantings.)
NON - CANOPY TREES - 3 @ 40 = 120 Points
(Buffer shrubs not counted.)
TOTAL =10, c170 Points
NOTE:
Trees located in end islands "A ", "B" and "C" will be Installed during Phase II landscape
installation. Islands to receive sod only at time of Phase I installation.
Lawn
A ■
W P1,
-MON01 11M rld
00
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(Pad 12'x12')
(10'x10' Container)
A ■
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Plant List - All (Includes Streetscape)
QuallltY
an Cannm Morn mieff" Nnw) I" Vag.
P ft
Carn ift
38
QnW Tmm
65 Gal. Live Oak (Quercus virglniana)
150
5,700
14116' Ht., 4 Sp., Matched
(3" Col. min.)
0 -0" Clear Trunk Min., Container
�] 22
45 Gal. Bald Cypress (Taxodium distichum)
150
3,300
10/12' Ht., 2Y 5p., Matched
Q(�y'
(2Y2" Cal. min.)
�N
0 -0" 1 Clear Trunk Min,, Container
(BUFFER 4
45 Gal. Drake Elm (Ulmus parvifolla 'Drake')
00
00
10/12' Ht., 4& Sp., Matched
���,,,,���``���
(2Y Cal. min.)
6' -0" Clear Trunk Min., Container
0 { + 3 13
�,,,,�'
45 Gal. Drake Elm (Ulmus pavifolia 'Drake')
150
1,950
10/12' Ht., 4 &' Sp., Matched
6' Clear
(2Y2 Cal. min.)
rF
-0" Trunk Min., Container
0 12
Non - C nW TIM"
30 Gal. Bradford Pear (Pyrus calleryma 'Bradford')
40
480
8/10' Ht., 2' Sp., Matched
(2" Cal, min.)
4' -0" Clear Trunk Min., Container
> 2
n
30 Gal. Chinese Fringe Tree (Chlonaithus retusus)
40
80
10/12' Ht., A' Sp., Matched
(2' Cal. min.)
6' -0" Clew Trunk Min., Container
0 t_ ° 6
45 Gal. Little Gem Magnolia (Magnolia grandiflora 'Little Gun')
40
240
10/12' Ht., 4&' 5p., Matched
W
(2Yz" Cal. min.)
0 -0" Clear Trunk Min., Container
B R 3
15 Gal. Crape Myrtle (Logerstroemlo indica 'Bashorn'd Pink')
40
120
8/10' Ht., 2/3' Sp., 3 -5 Canes,
(3" Cal. min.) -
Matched, Min. Cana Dia - Ike"
N O 20
15 Col. Crape Myrtle (Logerstroemia indica 'Natchez')
40
800
8/10' Ht., 2/3' Sp., 3 -5 Canes,
(3" Cal. min.)
Matched, Min. Cana Dia - 1➢'
53
5 Gal. Dwf. Youpon Holly (Ilex vomitoria 'Nana')
10
530
15" Height Min., Rooted, Full
G / � 16
15 Gal, PYRAMID Wax Leaf Ligustrum ( Llgustrum Japonicum)
10
160
5' Height Min., Rooted, Full
(BUFFER)n* 37
5 C.I. Wax Leaf Ligustrum ( Ligustrum japonlcum)
00
000
24' Height Min., Rooted, Full
General Notes
01. All Plant Material shall be pruned / shaped as per Landscape Architect
after installation to remove any broken or damaged branches and to give
uniformity of shape.
02. All Plant Material must be approved by the Landscape Architect before
installation.
03. Verify all quantities before installation.
04. Broken pieces of sod (smaller than 8" square) are not acceptable.
05. All Crape Myrtle Trees are to be pruned up to expose 6' clear trunk(s).
06. Landscape Contractor is responsible for clearing any dirt or mud from
public roadway. Landscape Contractor is also responsible for keeping the
site clean during construction and plant installation.
07. All proposed "New Canopy Trees" shall be containerized and have a
minimum trunk diameter of 2y2'.
05. This site contains no existing on -site plant material.
Oq. An automatic irrigation system will cover the entire landscaped areas.
10. Typical Dumpster Screen Fencing is to be a 6' Ht. Wood Privacy Screen.
II. Bedding Soil (flowerbeds) shall be prepared to a depth of B inches.
12. Five pounds of fertilizer (3 -2 -1 ratio) per 1006 Sg, Ft. shall be
incorporated into bedding soil.
13. Bedding Soil mix shall be 60% sandy loam topsoil and 40% black humus
bark mulch and top dressed with a 3" layer of composted pine bark mulch.
14. Install 3' diameter mulch rings ,(3" thick) around ail trees in lawn areas.
15. All plant material is to be guaranteed for I full year.
16. Erosion control is regpired as needed and clean -up is included.
17. Refer to SITE PLAN for adjacent land uses, existing and proposed
utilities and easements.
Plant List - Streetscape Only
Luther Street (Maj Collector)
Key Q W Ut six. Cam-on Nome (SoknW Nome Reoyirod A'q+aed
Required Streetscape Canopy Trees 685 -158 / 32 = 17
Mvposed Neluly Plaited Caapy Tram
1 65 Gal. Live Oak (Quercus virginiona) I
_(2y Cal. Min.)
16 45 Gal. Drake Elm (Ulmus parvifolia 'Drake') 16
(2" Cal. Min.)
Landscape Calculations
POINT CALCULATIONS
Landscape Buffer Area
RI:R5 Buffer = 1 Sq, Ft.
TOTAL Property Area Requirements
400,07q.25 - 1,221 / 1000 x 30 = II,cl66 Points
Streetscape
Major Collector
685' (frontage) - 158' (driveways and visibility triangles)
/ 50 x 300 = 3 Points
TOTAL POINTS REQUIRED 0 160 i�
(Regyired Canopy Trees 15,128/ 2 = 7,564 Points)
(Regyired Streetscape Canopy Trees 685 -158 / 32 = 17 Trees)
TOTAL AREA PHASE I
Ig5,658 - 1,221 / 1000 x 30 = 5,833 Points
TOTAL AREA PHASE II
204,421 / 1000 x 30 = 6,133 Points
TOTAL POINT REQUIREMENT FOR PHASE I
5,533 + 3,162 = S, gcI5 Points
TOTAL POINT REQUIREMENT FOR PHASE 11
6,133 = 6,133 Points
Existing Landscaping
No existing Trees are located within the site that will be claimed
as credit toward satisfying the regpired landscape points.
Proposed Landscaping
(Proposed Landscaping does not include Buffer plantings.)
NEW CANOPY TREES (container)
73 @ 150 Points (2%2 Min. Cal.) = 10,850 Points
NON - CANOPY TREES (container)
43 @ 40 Points (I %2' Min. Cal.) = 11720 Points
Shrubs (container)
382 @ 10 Points (5 Gal. Min.) = 3,620 Points
TOTAL PROPOSED LANDSCAPING 16,490 Points
PHASE I LANDSCAPING
NEW CANOPY TREES - 41 @ 150 = 6,'150 Points
NON - CANOPY TREES - 25 @ 40 = 1,000 Points
Shrubs - 34B @ 10 = 3,480 Points
TOTAL =10,c`170 Points
PHASE 11 LANDSCAPING
NEW CANOPY TREES - 44 @ 150 = 6,600 Points
(Does not include Buffer plantings.)
NON - CANOPY TREES - 3 @ 40 = 120 Points
(Buffer shrubs not counted.)
TOTAL =10, c170 Points
NOTE:
Trees located in end islands "A ", "B" and "C" will be Installed during Phase II landscape
installation. Islands to receive sod only at time of Phase I installation.
Lawn
A ■
W P1,
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00
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01114104 KTT
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01114104 KTT
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(1211) Plastic Valve Box
IV' Master Valve
Flow Out \ Meter
(to sprinklers) \ \\ ., . _ , =k ,,.r .a.. / r
\ \ \
\ \ \ \ \
Double Check Valve Assembly
2" Irrigation Mainline (Install as per Gity Ordinance #23CI4.)
all Pea Gravel (for Drainage)
Enclosure -As Per City o- College Station's Requirements
02 Pres ure Vacuum
Breaer Assembly
Ref: None Scale: None
03 Remote ontrot Valve
Rain Bir PEB
Ref : None Scale: Not to Scale
a
Water Proof Connection "Typ. )
Valve Box With Cover:
Finish Grade /Top of Muth
Remote Control Valve:Rain Bird PEB
(all IV')
Lateral Line
'VC Main Line Pipe
(12 ") Plastic Valve Box
Plastic Ball Valve
Plastic Meter Box
Water Meter (Size Varies)
Compacted Native Soil
Undisturbed Native Soil
Copper Flow Line
From Tap
Phase 1
4s
TORO GREENKEEPER
IRRIGATION CONTROLLER
SEE PLAN FOR NUMBER
OF STATIONS.
ANCHOR SECURELY TO
WALL.
CONDUIT FOR 115V POWER
CONDUCTORS PER LOCAL
AND NATIONAL CODES
314" CONDUIT FOR
REMOTE CONTROL
VALVES AND SENSOR WIRES
SECURE TO WALL WITH
APPROPRIATE PIPE CLAMPS
FINISHED SURFACE
FRONT RIGHT -SIDE
SECTION /ELEVATION SECTION /ELEVATION
05 Exterior N it-Mount Controller
Coro Greenkeeper
Ref: None Scale: Not to Scale
Irrigation Symbol Key
A Vacuum Breaker Assembly (Refer to 02AR -1)
El IV' Water Meter
O Master Valve
Electric Valve (Refer 03AR -1)
10 Toro 570 - Sprinkler Head
2" PVC Irrigation Mainline
PVC Irrigation Pipe (Size Varies)
® Irrigation Controller (Refer to 05AR -1)
SLV
— — 4" SCH 40 PVC Sleeve
V WN09956MEMA016
General Irrigation Specifications
01. All main lines, are to be 5CH 40 PVC pipe.
02. All lateral lines are to be class 200 PVC pipe.
03. All fittings are to be schedule 40 PVC.
04. All wiring is to be 14 gauge.
05. All sleeves to be Schedule 40 PVC pipe.
06. All valves are to be Rainbird PEB series automatic valves.
07. All valve boxes (plastic) shall remain flush with finish grade for a
period of one year or will be raised /straightened at no cost to the Owner.
08. All irrigation components shall carry an unconditional one year
guarantee (materials and labor).
09. Installation of all irrigation components shall be approved by
Landscape Architect, Owner or Owners' Agent before pipes
are covered.
10. All irrigation ditches shall be backfilled and tamped. Clods and debris
unearthed during trenching shall be removed from the site.
II. IV' Water Meters shall be provided by the Irrigation Contractor for the
irrigation system in the area indicated on the Plan.
12. The Irrigation.` Contractor is responsible fcr complying with the City
of College Station codes and requirements,
Maximum Design Flow per Zone: Not to exceed 45 GPM.
MEMO
01 irrigation Plan
Luber Street
Ref: None Scale: I " =20'
North
Note; Verify all dimensions before construction.
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01114104 KTT
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Location Map
Bldg. 8 of
Phase 2,
Bldg. 8 of
Phase 2
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Buillin 8 ( 0
Ref: None Scale: 0 = 10' North
Note: Verify all dimensions before construction.
Note: Irrigation controller located on temporary pole,
final irotallation will be wall mounted an Building 10
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