HomeMy WebLinkAboutDrawingSITE SPECIFIC NOTES:
UTILITY DEMAND
PARKING ANALYSIS JERRY C. AND SANDRA S. NOVOSOD. THE SUBJECT PROPERTY IS LOT 1, BLOCK 1
1. THE OWNER OF THE PROPERTY IS
WATER DEMAND OF THE NOVOSAD ADDITION. THE PROPERTY IS ZONED R4, MULTI -FAMILY.
REQUIRED PARKING: MINIMUM 0 GPM
14 7 @ 2-BEBROOM APARTMENTS AVERAGE 10.9 GPM 2. THE DEVELOPED AREA FOR THIS PROJECT IS 0.52 ACRES (22,840 SF).
TAMU SYSTEMS TRACT 1.5 SPACES PER BEDROOM MAXIMUM (PEAK) 43.5 GPM
3. THE DENSITY IS 13.46 UNITS PER ACRES (7 UNITS AT 0.52 ACRES)
21 SPACES REQUIRED TOTAL 1' DOMESTIC WATER METER
OILWELL v 4. REFER TO GRADING PLAN FOR PROPOSED CONTOURS.
PROPOSED PARKING:
DRIVEWAY ¢ SANITARY SEWER DEMAND A 5. DRAINAGE INFORMATION AND DETAILS WILL BE PROVIDED ON THE DRAINAGE PLAN & DRN
_-_ 22 TOTAL SPACES PROVIDED (@ 90% OF WATER DEMAND) 1AGE REPORT.
>
AVERAGE 9.8 GPM 6. LANDSCAPING AND IRRIGATION DESIGN & ANALYSIS WILL BE PROVIDED ON THE LANDSCAPE & IRRIGATION PLANS.
MAXIMUM (PEAK) 39.2 GPM
,
6" SANITARY SEWER LINE @ 1.04% 7. THE IRRIGATION SYSTEM MUST BE APPROVED AND INSTALLED PRIOR TO C.O.
95, I \ 20 10 0 20 MINIMUM SLOPE
,,,1 2 NO OPPOSITE+, EXISTING 16' FIXTURE UNITS - 77 8. PROPOSED BUILDINGS ARE TWO,
DRIVEWAY _: WATER MAIN u _ - TWO-STORY TYPE 8' BUILDING A IS 3,855 SF AND BUILDING B IS 5,140 SF,
UE E_- UE--- UE- --- UF_-- -�- Ue T DRIVi WAY OPPOSITE- UE UE - UE. VE -- UE UE 1 UE 11E SCA�E IN FEET LIE UE TIE UE FIXTURE UNITS ALLOWED - 700 BOTH BUILDINGS WILL HAVE AN EAVE HEIGHT OF 18 -6 WITH A MAX ROOF HEIGHT OF 28 -8 AND A FINISHED I
i � �- FLOOR ELEVATION OF 325.25.
- -- - PIPE SLOPE OK
9. THE MINIMUM REQUIRED FIRE FLOW IS 1,750 GPM FOR BUILDING A AND 2,000 GPM FOR BUILDING B. TWO FiRE j
�� _ \. I _ �. _ _ _ _ _ THE EXISTING HYDRANT & 1 PROPOSED HYDRANT WILL BE SUFFICIENT. THE BUILDINGS
W I W-1 6 - W-16 W-16 W-16 W-1 W-16 . --- W 16 W 16-. W 16- W-16 W- 16 W 16 W-16 - W 16 W-16- HYDRANTS ARE REQUIRED.
WILL NOT HAVE A FIRE SPRINKLER SYSTEM.
16"x8" TAPPING -
SADDLE &VALVE I �: IS NOT REQUIRED.
10. TRAFFIC IMPACT ANALYSIS Q
236'. I 255' LUTHER STREET WEST n
••� °J TO ADJACENT TO ADJACENT ►- ROW VARIES 33' PVMT 11. THE SUBJECT TRACT DOES NOT LIE WITHIN THE 100 YEAR FLOODPLAIN ACCO DING TO FEMA DIGITIAL FLOOD
( 'i \ EXISTING 6
DRIVEWAY DRIVEWAY - INSURANCE RATE MAPS DFIRM) FOR BRAZOS COUNTY, TEXAS AND INCORPORATED AREAS. MAP N0. 48041C0305E.
EXISTING 6' PROPOSED SIDEWALK PROPOSED '' j �, SIDEWALK / EFFECTIVE DATE: MAY 16, 2012.
SIDEWALK TRENCH GRATE & DRAIN HYDRANT \ VLH = ; Jtl LF
__ -._ !!
00
n y „, _ a ;
e> 1..."+ M:.r, a 11 11;r i;:'Wv u"u CP4 E.... ...5 i,. 1_..al d,....f b14�' c..3+ um Lim luj Y....+ u....l uva, 1�.. ..v�7 i.... u...x.. _S.J s t-... Y a _..r7 Y.w 2.! hu4, 3r;a E1ltl !-:': l'.:L "..+.sd c :3 .::�, "e 41 iv'u ".moi •u.:3 ,;z,.l ti:s•.i S:',.�ti YiJ :i ..L 1.0 E x 1 a P=e.S .., I
321 PROPOSED 1" -- - �� _--_: a�? 12. ALL RADII AND DISTANCES ARE MEASURED TO THE BACK OF CURB UNLESS OTHERWISE NOTED.
a • - - _ - - - _ - 10 PUE �f
°a. LANDSCAPE & ' _ 74.00 , SEE SHEEP 6 --- - �_"-==--...
__.._. e ° a 13. ALL PAVEMENT SHALL BE CONCRETE TO MEET OR EXCEED MINIMUM CITY OF COLLEGE STATION REQUIREMENTS.
W-16 �' VIy-1'6 _ a a ..' -.-. - -.- - - - - _ _ 8843 87 v
-- a- a -. a DOMESTIC ° " a y FOR LANDSCAPING a ( ) •• a� REFER TO THE PAVEMENT PLAN FOR PAVEMENT DEPTHS.
a - WATER METERS e°ffl Iy. �. a n Q ° ° U - -- a /
-- --_ _ I
- -- - - - - - - - --7--�-- - - -
- 2_ -/ - - 14. ALL UTILITY LINES (WATER, GAS, ANITARY SEWER, VERIZON, STORM SEWER, ETC.) SHOWN ARE TAKEN FROM BEST
��- --.--- -- 3�.. EXISTING � •g'� ;' - � - ' �•
R� R25.00' I PROPOSED 1" `-- __ T� E RECORD INFORMATION BASED ON CONSTRUCTION UTILITY MAP DOCUMENTS OBTAINED BY FROM CITY &
1 I AVAILABLE
STREET q (TYP) ��+ ig� WATER SERVICE I PROPOSED / INDEPENDENT AGENCIES AND/OR ABOVE GROUND FIELD EVIDENCE. SHOWN POSITIONS MAY NOT REPRESENT
PROPERTY W W _ I C TRANSFORMER ( I I AS -BUILT CONDITIONS.
LIGHT
LINE
tl•.
W
____. _. PROPOSED _ _ UE UE_ _-_.
I- � 5. TB SH I ACCORDANCE T STATION UNI DEVELOPMENT
- v_ ___. =.; E .___ ____ UE. �y _ _ UE_ _ _ E, ._ _ l.�E _. _ 1 BUILDING SETBACK LINES ALL E N A OR WITH HE CITY OF COLLEGE ST TIO UNIFIED D ELOPM NT
I _ 15 FRONT SETBACK , < : , : I -
N FIRE LANE i 5' ORDINANCE.
- ' PROPOSED 20' PUE
i
SIGN Y E I FOR
ELECTRICAL / 901 59
BUILDING B: U (
3 2 BEDROOM, TWO-STORY 1 4- 2 BEDROOM, TWO-STORY
. ¢ SERVICES € 16. ALL ROOF AND GROUND -MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW OR ISOLATED SO AS
24.00 m / I - 6 NOT TO BE VISIBLE FROM ANY PUBLIC RIGHT-OF-WAY OR RESIDENTIAL DISTRICT WITHIN 150' OF THE SUBJECT LOT,
- 1.,
APARTMENTS w APARTMENTS � c i
C
» cry THE QUARTERS AT LUTHER STREET
" c.'_ 5 FEE ABOVE GRADE. SUCH SCREENING SHALL BE COORDINATED WITH THE BUILDING
I / EIGHT. 28 � - MAX -:_� - _ _ ._ _,_ _ - _va _ - _ MEASURED FROM A POINT
HEIGHT. 28 8 MAX , . m 78 � ._ _ --,.-_ _._ HEIGHT: _ _ -� ) ;
- - _ - - LOT 1 BLOCK 1 &.,.ASSOCIAT _ s
i� 1 Eb BPP o9 .�' - -
FF 325.25 , , FF 325.25 ARCHITECTURE AND SCALE TO MAINTAIN A UNIFIED APPEARANCE.
W '�
8 STORM DRAIN 1.583 AC
r ' 10 PUE
5 o s o m .
3,855 SF .14 F 3.73
15 PUE . , .. , . _ ) I � APR
, , .. � 2013
I : , :.. :. 70 UT S WEST � ::
:- � 1 LUTHER T T
<,,. .. ,..(8843/87)
l
I
C
7 PROPOSED PERMITTED SEPARATELY IN ACCORDANCE WITH THE UDO.
:. .. , . , - ' : 1 P SED SIGNS SHALL BE PER RATE
8843 87 ; : , :. . ; -- . _, .: - , . , ,• . ... , , LUTHER DARTERS LLC.
. R4, MULTI -FAMILY
.. .... - ... � rlr•,� ION
( COLLtut 5
.5.00 S ;' ;'. S -5.00' -6 S- S, 6 18. ALL ELECTRICAL IMPROVEMENTS S ;ALL BE PER COLLEGE STATION UTILITIES SPECIFICATIONS AND PER THE COLLEGE
O , . - : a, �- _ EXISTING
U, I 7.5 PUE DEVELOPME SERVICES STATION UTILITIES ELECTRICAL DESIGN FOR THIS PROJECT. ,
-__ " 10.00 I : HYDRANT •yam CSU ELECTRICAL CONTACT:
PROPOSED 6 i (9017/159) �i FLED.
1 I cn 10 STORM DRAIN SEWER SERVICE PROPOSED ELECTRIC PROJECT COORDINATOR
m - I - r� CITY OF COLLEGE STATION UTILITIES
I 6' CONCRETE
MELROSE » PAVEMENT ,1 23.00, -, ! P 979-764-6314
LOT 3A, BLOCK t 23.00 10 STORM BRAIN 8 STORM DRAIN 8 STORM DRAIN ' I . S 6 S 6 --- I :
9.184 AC � I -- � /- ,
,
SHALL BE 6 TALL WOODEN FENCE THE DUMPSTER AREA SHALL BE 10 x 10 NOT
801 LUTHER ST WEST ST - sT= S - �r ST - ST - ST > i �`19. THE DUMPSTER ENCLOSURE 0
D ® _ T L S ST - -- ST - T ST --10-- ST -•�-- ST ST lul I ( < i .� S� REVIEWED �0
m R2.00 11.00 I INCLUDING ANY BOLLARD A 6" C
FOX RUN CONDOMINIUMS PROPOSED 6 1 /.
» n CLEARANCE FOR CURB SHALL BE PROVIDED. SINCE THE ENCLOSURE 1S WITHIN AN
R4, MULTI FAMILY SEWER SERVICE I I - FIRE LANE --1 (TYP) _;i _ I EXISTING/ COMPLIANCE EASEMENT, IF IT MUST BE REMOVED IT WILL REPLACED AT THE PROPERTY OWNERS EXPENSE.
�' 9.00 - - l��i _ _ - 20' REAR SETBACK - - -- --. _ 1 c SEWER MH \
TY _- -- 257 SF
230 JF�--(P)- - -.- - = -- I X97 SF m y 20. ANY EXPOSED CONCRETE OVER 6') 1N HEIGHT WILL BE SCREENED FROM VIEW OR TREATED TO LOOK LIKE A STONE,
1 11.30' 10.60 1 r I r�iY/�i �P�Q�`� BRICK, OR OTHER ALTERNATIVES A APPROVED BY THE ADMINISTRATOR.
_ 20.00' - 20.00 ,'�'�
/\' 21. THE STORM WATER RUNOFF FROM THIS DEVELOPMENT WILL BE DISCHARGED INTO THE STORM WATER COLLECTION
j E_,_ -.,,� /,�?'., COLLEGE STATION
12.00'- 5-6
S 6 _ �S_ o --.-'- � � SYSTEM OF LUTHER STREET.. I
PROPOSED -6 5-6 235 SF -- - I vx�,/
i' ���'I1al
8. 2' SS - c TRASH ENCLOSURE W/ ��ISv PROPOSED �, / / 0� 22. THERE ARE N0 INTERIOR PARKING SPACES.
5.79' -uS - _,h{;i _..t IIS.. 1 300 GAL RECEPTACLE 1�iS _
-- - -- -•-1 PARKING I
i- _ 20' PUE (6' WOODEN FENCE) 9'x20'-TYP 2.00' �'��y �\GENERAL NOTES:
EXISTING - EXISTING 6 ( )
_ � 8843 87ISEWER LINE PROPERTY � � �, -
SEWER MH ( / ) LINEti NOTICE! 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE EXACT LOCATION OF ALL EXISTING UNDERGROUND
ri )/ UTILITIES. NOTIFICATION OF THE UTILITY COMPANIES 48 HOURS IN ADVANCE OF CONSTRUCTION IS REQUIRED.
cn T THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT 2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO USE WHATEVER MEANS NECESSARY TO MINIMIZE EROSION AND
MELROSE ( T� cin THE LOCATION AND/OR ELEVATION OF THE EXISTING PREVENT SEDIMENT FROM LEAVING' THE PROJECT SITE. THIS INCLUDES THE INSTALLATION OF A CONSTRUCTION EXIT
LOT 4A, BLOCK 1 & rX/ �f/< , rn UTILITIES AS SHOWN ON THESE PLANS IS BASED AND SILT FENCE AS NECESSARY.
- ASSOCIATED BPP ON RECORDS OF THE VARIOUS UTILITY COMPANIES
_-
r ..; •� %� --- _ _ T a ,, APr IiA..I�. nvu.o
< - : 601 LUTHER ST WEST .5. THc „�?RIT:,AC_�IZ I� RESPCIdSIB E F R i . � I Ir.f_ �rz r�SlJN r�VD .�cD[AIE�1T COtsT[<U�
THE FIELD. THE INFORMATION IS NOT To BE
CCAL 601 LUTHER ST LLC. c DEVICES. ` INSPECTIONS SHALL B� � DONE EVERY 14 DAYS AND AFTER EVERY RAINFALL EVENT OF 1/2
OR MORE.
rn
/.? >';, R4, MULTI -FAMILY _. , RELIED UPON AS BEING EXACT OR COMPLETE. IT THE CONTRACTOR SHALL REMOVE ALL MUD DEPOSITED ON THE ADJACENT STREETS AS A RESULT OF THE
>.; IS THE CONTRACTORS RESPONSIBILITY TO AVOID
I n �/ ,�� /,` ALL EXISTING UTILITIES AND REPAIR ANY DAMAGED CONSTRUCTION OF THIS PROJECT.
LINES, AT HIS OWN EXPENSE, WHETHER THE UTILITY
10 PUE STEEL REINFORCING BARS * 4. THE CONTRACTOR IS REQUIRED TO MAINTAIN THE TPDES GENERAL PERMIT N0, TXR 150000 REQUIREMENTS FOR
IS SHOWN ON THESE PLANS OR NOT. THE CONSTRUCTION SITES.
(8843/871 CONTRACTOR SHALL NOTIFY THE APPROPRIATE
CONCRETE PAVEMENT 24 UTILITY COMPANY 48 HOURS PRIOR TO ANY
N 43'59'20" E .253.79' EXCAVATION. (ESTABLISHED ON THE DISTURBED AREAS AFTER CONSTRUCTION IS COMPLETE BY I
DISTURBED AREAS.
5. PERMANENT VEGETATION WILL BE
iT (8843 87) „ CONTACT INFORMATION:
10' PUE HYDROP�IULCHING AND SEEDING ALL1
6
-15" 6. ALL CONSTRUCTION SHALL BE 114 ACCORDANCE WITH THE 2012 CITY OF BRYAN/COLLEGE STATION STANDARD
Z e TEXAS ONE CALL: 800-245-4545 SPECIFICATIONS AND DETAILS, AL CONSTRUCTION SHALL BE COORDINATED WITH THE CITY ENGINEERS OFFICE.
ao LONE STAR ONE CALL: 800-669-8344
•'
......................
DIGTESS 800-344-8377 7. THE CONSTRUCTION SHALL COMPLY WITH OSHA STANDARD 29 CFR PART 1926 SUBPART P FOR TRENCH SAFETY
0 15' PUE ( 3 ,,� y R 5" COCS ENGINEERING 979-764-3690 REQUIREMENTS.
(8843/87) NOVOSAD ADDITION
w '�A COCS UTILITIES 979-764-3660
ILOT 1, BLOCK 1 _ 8" LIME STABILIZED SUBGRADE BRYAN TEXAS UTILITIES 979-821-5865 8. THE CONTRACTOR SHALL REMOVE HE EROSION CONTROL MEASURES ONCE GRASS IS ESTABLISHED.
(ii- 0.52 AC iv 1 2 -r► 11 �- /, ATMOS ENERGY 979-774-2506
(EXTENDS V OUTSIDE THE EDGE OF PAVEMENT) ' 4 VERIZON 979-821-4300
1/ 9. INLET PROTECTION TO BE INSTALLED AT ALL PROPOSED AND EXISTING INLETS ADJACENT TO THE PROJECT SITE.
I 20' PUE
O 6 7 SUDDENLINK 979-846-2229
C° (8843/87) Lo * X=6" OR 8" AS SHOWN ON THE PLAN o� 311 3" 311 ° 2" 10. CONTOURS SHOWN ARE FROM FIED SURVEY DATA.
N
- ____' ----= --- -' v, * 6,. PAVEMENT -USE #4 REBAR @ 18" O.C.E.W. r - 2 (1
"'- * 8" PAVEMENT - USE #4 REBAR @ 12" O.C.E.W. 11. EXTERIOR BUILDING AND SITE LIGHTING WILL MEET THE STANDARDS OF SECTION 7.10 OF THE UNIFIED DEVELOPMENT
ORDINANCE. THE LIGHT SOURCE I,SHALL NOT PROJECT BELOW AN OPAQUE HOUSING AND NO FIXTURE SHALL
- ; , DIRECTLY PROJECT LIGHT HORIZONTALLY. FIXTURES WILL BE MOUNTED IN SUCH A MANNER THAT THE PROJECTED
.� -- 3 ` CONE OF LIGHT DOES NOT CROSS ANY PROPERTY LINE. PLEASE NOTE THAT COMPLIANCE WITH THIS SECTION WILL
7.5 PUE SECTION ( J B VERIFIED THE TIME OF BUILDING PERMIT AND CERTIFICATE OF OCCUPANCY,
ollt4o anning
» '+ S 42'40'00", W 126.41 TYPICAL CONCRETE PAVING C _ ,, E RI E AT E T M
S 42'47 24 W 108.49
W--•- 4
__S -43'15'15"- _ _. 9017 159
( / ) _ -_�_ -- ---. - - _ _ L 1 4 BARS, _
S GNATED AS FIRELANES ON
15.32ALL CURBS AND CURB ENDS DEI .,
N.T.S 0
_ 3/a X 18 SMOOTH
EXPANSION DOWELS PLANS SHALL BE PAINTED RED WITH 4 WHITE LETTERING STATING
"FIRE LANE -NO PARKING -TOW AWAY ZONE". WORDING MAY NOT WIL •� ®AK RA � CTT APARTMENT
PA •T-� T � E � TT
BE SPACED MORE THAN 15' APART. /LJ 1 v .��•1/- •�/-�m lt/1 1 v
CURB DETAIL ® FIRE LANE ® NO PARKING ® TOW AWAY ZONE ® COLLEGE STATION, TEXAS
N.T.S
8" GATE FIRE LANE STRIPING
VAVLE
NOVOSAD ADDITION
w -s -s 0 BLOCK 1, LOT 1, VOL. 8843, PG. 87 - 0.52 AC
,2
NOTES: TOTAL BUILDABLE AREA - 0.52 AC
8x2 TAPPING � i
1i - ' BUILDING A 3,855 SF
SADDLE 1" DOMESTIC 1. THE SIGN INHALL BE HEIGHT 1AND WIDE
BE BUILDING B 5,140 SF
WATER METER MOUNTED IN THE LOCATION ' 13.46 UNITS PER ACRE
2" GATE
SHOWN. 709 LUTHER STREET WEST
VALVE 2. SIGN SHALL BE PAINTED ON COLLEGE STATION, BRAZOS COUNTY, TEXAS
1 " DOMESTIC 1 g" DESIGNATED
WM WM WHITE BACKGROUND WITH
WATER .SERVICE PARKING MARCH 2013
1» IRRIGATION TO BLDG.
SYMBOLS, LETTERS, AND BORDER
(PRIVATE) IN RED.
WATER METER ONLY OWNER/DEVELOPER & APPLICANT: ENGINEER
3. SIGN SHALL COMPLY WITH THE Jerry & Sandra Novosad Schultz Engineering
COB FIRE SERVICE STANDARDS.
4007 Safford Pt. 2730 Longmire, Suite.,,., A
T"RICAL WATER SERVICE DETAIL FIRE LANE SIGN DETAIL Bryan, TX 7780$ College Station, TX 77845
(979) 255-6729 (979) 764-3900
N.T.S N.T.S
THE SEAL APPEARING ON THIS /00,p . OF TEy,�=
chultz Enaineering, , :• WILD OAK RANCH
... qDOCUMENT WAS AUTHORIZED 8Y �,* :..... ..*o
JOSEPH P. SCHULTZ, P.E., LICENSE
2730 Longm;.e, Suite A N0. 65889 ON APRIL 12, 2013.
............................. APARTMENTS
College Station, Texas 77845 �,••• 65889 ��
ISSUED FOR CONSTRUCTION
J4E 04/15/13 979.764.3900 TBPE NO. 12327 0'• ;?e....T •. 709 LUTHER STREET WEST
SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE / Q'L1 4 L 11
J4E 03/18/13 � COLLEGE STATION, TX
BY DATE KERB JPS J4E JPS 12-233 APRIL 2013 FIRM SCHULTZ ENGINEERING, LLC
4`I T17 � PN
SCALE
VERTICAL
HORIZONTAL 1:20
PLOTTING SCALE: 1:1
FILE NAME: 12-233
REVISIONS PER CITY COMMENT
REVISIONS PER CITY COMMENT
MARK
REVISION
"FIRE LANE -NO PARKING -TOW AWAY ZONE". WORDING MAY NOT WIL •� ®AK RA � CTT APARTMENT
PA •T-� T � E � TT
BE SPACED MORE THAN 15' APART. /LJ 1 v .��•1/- •�/-�m lt/1 1 v
CURB DETAIL ® FIRE LANE ® NO PARKING ® TOW AWAY ZONE ® COLLEGE STATION, TEXAS
N.T.S
8" GATE FIRE LANE STRIPING
VAVLE
NOVOSAD ADDITION
w -s -s 0 BLOCK 1, LOT 1, VOL. 8843, PG. 87 - 0.52 AC
,2
NOTES: TOTAL BUILDABLE AREA - 0.52 AC
8x2 TAPPING � i
1i - ' BUILDING A 3,855 SF
SADDLE 1" DOMESTIC 1. THE SIGN INHALL BE HEIGHT 1AND WIDE
BE BUILDING B 5,140 SF
WATER METER MOUNTED IN THE LOCATION ' 13.46 UNITS PER ACRE
2" GATE
SHOWN. 709 LUTHER STREET WEST
VALVE 2. SIGN SHALL BE PAINTED ON COLLEGE STATION, BRAZOS COUNTY, TEXAS
1 " DOMESTIC 1 g" DESIGNATED
WM WM WHITE BACKGROUND WITH
WATER .SERVICE PARKING MARCH 2013
1» IRRIGATION TO BLDG.
SYMBOLS, LETTERS, AND BORDER
(PRIVATE) IN RED.
WATER METER ONLY OWNER/DEVELOPER & APPLICANT: ENGINEER
3. SIGN SHALL COMPLY WITH THE Jerry & Sandra Novosad Schultz Engineering
COB FIRE SERVICE STANDARDS.
4007 Safford Pt. 2730 Longmire, Suite.,,., A
T"RICAL WATER SERVICE DETAIL FIRE LANE SIGN DETAIL Bryan, TX 7780$ College Station, TX 77845
(979) 255-6729 (979) 764-3900
N.T.S N.T.S
THE SEAL APPEARING ON THIS /00,p . OF TEy,�=
chultz Enaineering, , :• WILD OAK RANCH
... qDOCUMENT WAS AUTHORIZED 8Y �,* :..... ..*o
JOSEPH P. SCHULTZ, P.E., LICENSE
2730 Longm;.e, Suite A N0. 65889 ON APRIL 12, 2013.
............................. APARTMENTS
College Station, Texas 77845 �,••• 65889 ��
ISSUED FOR CONSTRUCTION
J4E 04/15/13 979.764.3900 TBPE NO. 12327 0'• ;?e....T •. 709 LUTHER STREET WEST
SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE / Q'L1 4 L 11
J4E 03/18/13 � COLLEGE STATION, TX
BY DATE KERB JPS J4E JPS 12-233 APRIL 2013 FIRM SCHULTZ ENGINEERING, LLC
4`I T17 � PN
SCALE
VERTICAL
HORIZONTAL 1:20
PLOTTING SCALE: 1:1
FILE NAME: 12-233
_ r
BAR E SOIL
. .
B
Points Provided
3
Symbol
Size
TYPICAL TREE IN SOD AREA, SEE LANDSCAPE
PREPARED BEDDING SOIL BACKFILL (TYP)
Quantity..
PLANS FOR LOCATIONS GROUNDCOVER PLANT MATERIAL, (TYP) EVENLY
PLANTING BEDS..
AREA (TYP)
DISTRIBUTE THE SPECIFIED QUANTITY OF PLANTS
Live
GUY WIRE THROUGH GARDEN HOSE (TYP) WITHIN EACH DESIGNATED AREA. MAINTAIN
REVISIONS PER CITY COMMENT
J4E
EDGE AND SEPARATION SEPARATION DISTANCES
REVISIONS PER CITY COMMENT
•
TOP OF ROOT BALL SHALL BE 3". HIGHER BETWEEN PLANT TYPES.
TURHERE
virginia)
3
„ »
2— T
POSTS
(TYP)
THAN FINAL GRADE
3" DEPTH 3" MULCH LAYER. NO GEO—
BARE SOIL AREA (TYP)-NO TURF HERE 3 TEXTILE WEED BARRIER FABRIC -
BAR E SOIL
. .
B
Points Provided
3
Symbol
Size
Name!&T
PREPARED BEDDING SOIL BACKFILL (TYP)
Quantity..
Point Value
PLANTING BEDS..
AREA (TYP)
Live
12
REVISIONS PER CITY COMMENT
J4E
04/15/13
REVISIONS PER CITY COMMENT
•
PREPARED BEDDING SOIL BACKFILL (TYP)NO
TURHERE
virginia)
3
150
450
1.
FULLY REMOVE NATIVE SOIL TO THE SIZE
O
OF CONTAINER.
Iw!
�\\� �\/\,\\�\\\�\�y\ \��\ \y ��\j�
1. FULLY REMOVE NATIVE SOIL TO THE SIZE
Live
Oak
2.
FULLY REMOVE ALL CONSTRUCTION
— — _ — _ — —
OF CONTAINER.
(Quercu'vi
virgrnia)
5`
150
750
DEBRIS, TRASH, ROCKS AND ANY OTHER
11=1L — 1=
2. FULLY REMOVE ALL CONSTRUCTION DEBRIS,
Canopy
Streetscape
p
MATERIAL GREATER THAN 2" IN DIAMETER.
8" DEPTH �I—II I II— I I I I —
TRASH, ROCKS AND ANY OTHER MATERIAL
3.
INSTALL PREMIXED SOIL CONTAINING
GREATER THAN 2" IN DIAMETER.
40% SANDY LOAM TOPSOIL, 40% BLACK
Biggerthan 1.25" CAL.
3. INSTALL PREMIXED SOIL CONTAINING 50%
NOTES
10
HUMUS AND 20% SHARP SAND.
400
NATIVE SOIL, 25% HUMUS AND 25% SAND.
Non -Canopy
4. DIG PLANTING HOLE WIDTH 1.5X LARGER
1. TREES TO BE BALLED AND
4.
DIG PLANTING HOLE WIDTH 12" LARGER
THAN ROOT BALL ON ALL SIDES.
BURLAPPED OR CONTAINER
Myrtle
THAN ROOTBALL ON ALL SIDES.
NOTES:
5. SCARIFY ROOT BALL.
GROWN.
5.
SCARIFY ROOT BALL.
1 CONTAINER GROWN PLANTS ONLY
MAKE SURE THAT PLANT ROOT
Points Required
Landscaping Requirements
22,804 Disturbed Area (sf)
(22804 sf /1,000) x 30 Points = 800
(Min of 800 Points)
Additional Landscape Points for Streetscape
Luther St West - (221'/50) x 300 Points = 1326
Total Points Required = 2126
ALL IS FULLY
2. IF CONTAINER GROWN, REMOVE 6. ROOT FLARE SHALL BE EXPOSED. PLANTED TO THE DEPTH OF THE CONTAINER IN
CONTAINER FROM TREE 2. REMOVE CONTAINERS FROM PLANTS BEFORE PREPARED PLANTING MIX. -
BEFORE PLANTING. INSTALLING.
DO NOT PLANT GROUNDCOVER IN MULCH LAYER
3. TOP OF ROOT BALLTO BE 3" ROOT BALL TO REST ON NATIVE SOIL 3. PLACE PLANTS IN PREPARED BED AS SHOWN. ONLY.
.
HIGHER THAN FINAL GRADE. NATIVE SOIL 4. Fnr;F SPACING FnR PI ANTC VARIF4 WITH NATIVE SOIL
Points Provided
Required
Symbol
Size
Name!&T
yp e
Quantity..
Point Value
Total Points
�II
Live
'Oak
REVISIONS PER CITY COMMENT
J4E
04/15/13
REVISIONS PER CITY COMMENT
J4E
2.1" -3.4" CAL.
(Quercus
virginia)
3
150
450
Canopy
O
Live
Oak
2.1 -3.4" CAL
(Quercu'vi
virgrnia)
5`
150
750
Canopy
Streetscape
p
Crepe
Myrtle
Biggerthan 1.25" CAL.
(Lagerstroemia
indica)
10
40
400
Non -Canopy
Crepe
Myrtle
Bigger than 1.25" CAL.
(Lagerstroemia
indica)
I,
4
40
160
Non -Canopy
Streetscape
Waxleaf
!igustrum
Min. 5Gallonli
(g ustrum
'aonicum
p )
40
10
400
Sh'ub
Total Points Provided = 2160
HIGHER THAN FINAL GRADE. NATIVE SOIL 4. Fnr;F SPACING FnR PI ANTC VARIF4 WITH NATIVE SOIL
a
w
WILD OAK RANCH
APAR T1�IENTS
709 LUTHER STREET WEST
COLLEGE STATION.,. TX
Streetscape
Required
Provided
Luther St West Streetscape: 221'/32 = 7 Canopy Trees
Required
5 Canopy Tress Provided &
4 Non -Canopy Trees Provided*
REVISIONS PER CITY COMMENT
J4E
04/15/13
REVISIONS PER CITY COMMENT
J4E
03/18/13
MARK REVISION
BY
DATE
a
w
WILD OAK RANCH
APAR T1�IENTS
709 LUTHER STREET WEST
COLLEGE STATION.,. TX
LA ND S CA PIN c"; PLA N
SCALE
VERTICAL
HORIZONTAL 1:10
PLOTTING SCALE: 1:1
FILE NAME: 12-233
Streetscape
Required
Provided
Luther St West Streetscape: 221'/32 = 7 Canopy Trees
Required
5 Canopy Tress Provided &
4 Non -Canopy Trees Provided*
* 2 NON -CANOPY TREES COUNTAS 1 CANOPY TREE
LA ND S CA PIN c"; PLA N
SCALE
VERTICAL
HORIZONTAL 1:10
PLOTTING SCALE: 1:1
FILE NAME: 12-233