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x CED BY THE PROPOSED IRRIGATION SYSTEM.
W � BE SERVICED THE SCI TEXAS FUNERAL SERVICES INC
o 2. IRRIGATION CONTRACTORS SHALL BE A LICENSED IRRIGATOR BY THE STATE OF TEXAS AND REGISTERED WITH
LAKEVIEW ACRES, LOT 16 -Ar ACRES 2.072
N o CITY OF COLLEGE STATION.
.- � � _ _ BUILDING. THE ZONED C-1 H
3. THE SPRINKLER IRRIGATION. CONTRACTOR SHALL INSTALL A CONTROLLER LOCATED ON THE
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AND 60 MINUTES PER STATION AND SHALL HAVE AN ADEQUATE NUMBER OF STATIONS TO
BETWEEN 1 . MINUTE ,
OPERATE ALL LATERAL LINES AND THE MASTER VALVE. c� I w w
i GI PVC CLASS 200 OR BETTER. ALL SLEEVES SHALL BE SCH. '40 AND SIZED AS oO7 , A l i s '�� '�
4.. ALL WATER PIPE SHALL BE RIGID V j %� a/'�'�
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AS A COMPONENT IN THE INSTALLATION OF A RISER, NO Y2 PVC WILL BE ALLOWED:
z 5. EXCEPT WHERE REQUIRED
a E SHALL HAVE A MINIMUM COVER OF. TEN INCHES 10 t -'.
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6. ALL PIP ( ) /Y/,�-�� � /i G / 2 G L�/,�i;, n� �� ,� �.�el.'
z 7. ALL SPRINKLER EQUIPMENT WILL BE NEW EQUIPMENT AT THE TIME OF INSTALLATION AND WILL CONFORM TO THE %/° �/tp/�i° �,� �' ao o zo
LATEST SPECIFICATIONS AND CATALOG OF THE RESPECTIVE MANUFACTURER. ,;2 G.Uc a�fe�"X,; y��, �C� / F o ,_,
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° BACKFILLING WILL BE COMPLETED IN A MANNER TO COMPENSATE FOR SOIL SETTLING, AND THE TOP 4 OF BACKFILL_
IN ANY LANDSCAPE AREA SHALL BE TOPSOIL OR SOIL MIX TO MATCH THE FINAL LANDSCAPE PLAN REQUIREMENTS. G
In LINES ARE PLACED IN EXISTING LAWNS, SOD COVER SHALL BE NEATLY REMOVED BEFORE DITCHING, �Qc�erut. r�� r�;
z WHERE l 3�r�= y:« OWNER " a
STOCKPILED IN AN APPROPRIATE MANNER, AND REPLACED AFTER BACKFILLING AND COMPACTION IS COMPLETED: THE
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z ,: CORRECTED IMMEDIATELY. _ _ _ -._ - _. �_ .., -
D COLLEGE STATION, TEXAS 77845 '� o
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Y LANDSCAPE & IRRIGATION NOTES:
QSCHEMATICALLY. ALL NEW PLANTINGS WILL
V) z 1. IRRIGATION CONTROLS, LINES HEADS AND ETC. ARE SHOWN ARE SHOWN
x CED BY THE PROPOSED IRRIGATION SYSTEM.
W � BE SERVICED THE SCI TEXAS FUNERAL SERVICES INC
o 2. IRRIGATION CONTRACTORS SHALL BE A LICENSED IRRIGATOR BY THE STATE OF TEXAS AND REGISTERED WITH
LAKEVIEW ACRES, LOT 16 -Ar ACRES 2.072
N o CITY OF COLLEGE STATION.
.- � � _ _ BUILDING. THE ZONED C-1 H
3. THE SPRINKLER IRRIGATION. CONTRACTOR SHALL INSTALL A CONTROLLER LOCATED ON THE
N LTJ " n _ W
\ `t
CONTROLLER SHALL BE MOUNTED BETWEEN 42 AND 60 ABOVE FINISHED GRADE, IN A WATERPROOF BOX WITH
- _ CONTR '
\ �'- ALL BE DIRECT WIRED TO ALL VALVES MASTER VALVE, AND ELECTRICAL SUPPLY AS REQUIRED.
M
' KEYLOCK, AND SH
• 0' 5' 10' 20' . 40' I
•
H
z UNLESS. OTHERWISE IDENTIFIED ON THE PLAN, THE CONTROLLERSHALL BE SOLID STATE, CONTROLLABLE FROM
AND 60 MINUTES PER STATION AND SHALL HAVE AN ADEQUATE NUMBER OF STATIONS TO
BETWEEN 1 . MINUTE ,
OPERATE ALL LATERAL LINES AND THE MASTER VALVE. c� I w w
i GI PVC CLASS 200 OR BETTER. ALL SLEEVES SHALL BE SCH. '40 AND SIZED AS oO7 , A l i s '�� '�
4.. ALL WATER PIPE SHALL BE RIGID V j %� a/'�'�
0 I SHOWN ON THE PLANS. �� C, �1�`':.� y`g 'Cdr' ��U c5'/-?,�?a,!/e/ :. / �ti .^' �,�^„�:.� ,�
AS A COMPONENT IN THE INSTALLATION OF A RISER, NO Y2 PVC WILL BE ALLOWED:
z 5. EXCEPT WHERE REQUIRED
a E SHALL HAVE A MINIMUM COVER OF. TEN INCHES 10 t -'.
5 .� ddl /�' D�,�, 3 w,i-T� r
6. ALL PIP ( ) /Y/,�-�� � /i G / 2 G L�/,�i;, n� �� ,� �.�el.'
z 7. ALL SPRINKLER EQUIPMENT WILL BE NEW EQUIPMENT AT THE TIME OF INSTALLATION AND WILL CONFORM TO THE %/° �/tp/�i° �,� �' ao o zo
LATEST SPECIFICATIONS AND CATALOG OF THE RESPECTIVE MANUFACTURER. ,;2 G.Uc a�fe�"X,; y��, �C� / F o ,_,
E OF ROCKS GREATER THAN 1 IN DIAMETER, TRASH: AND OTHER DEBRIS.
8. BACKFILL MATERIAL WILL BE FRE( H
r,
4-r—_ -� D�1K -l5 �� / � �.� O' / W�;lf ewe h• /tet .,�`'STi%�' lfi�
° BACKFILLING WILL BE COMPLETED IN A MANNER TO COMPENSATE FOR SOIL SETTLING, AND THE TOP 4 OF BACKFILL_
IN ANY LANDSCAPE AREA SHALL BE TOPSOIL OR SOIL MIX TO MATCH THE FINAL LANDSCAPE PLAN REQUIREMENTS. G
In LINES ARE PLACED IN EXISTING LAWNS, SOD COVER SHALL BE NEATLY REMOVED BEFORE DITCHING, �Qc�erut. r�� r�;
z WHERE l 3�r�= y:« OWNER " a
STOCKPILED IN AN APPROPRIATE MANNER, AND REPLACED AFTER BACKFILLING AND COMPACTION IS COMPLETED: THE
'. SPRINKLER IRRIGATION CONTRACTOR SHALL REMOVE ALL DEBRIS AND LEFT OVER EXCAVATED MANNERS AND DISPOSED - O WILFRED P JACINTO & o
/.< otic o
-SITE. �✓���"�� EI�I '�✓� � _ - �.L., JULIE C H�RRERA-JACINTO- v
o OF APPROPRIATELY OFF i 4189 E3EN OOD DR o
9: AFTER COMPLETION, THE SYSTEM SHALL BE SUBJECTED TO A 72 HOUR PRESSURE TEST. ALL LEAKS AND OTHER , iST/N TW r
z ,: CORRECTED IMMEDIATELY. _ _ _ -._ - _. �_ .., -
D COLLEGE STATION, TEXAS 77845 '� o
PROBLEMS SHALL BE RR
ROCK OR A `PERENNIAL GRASS IS "REQUIRED IN PARKING L0.
' 10. 100% -COVERAGE OF-GROUNDCOVER, DECORATIVE PAVING, DECORATIVE.
r � -
ISLANDS, 'SWALES AN DRAIN
AGE AREAS THE PARKING LOT SETBACK, RIGHT-OF-WAY, AND ADJACENT PROPERTY DISTURBED DURING
, n I
- FIRMLY DRIVEN METAL 'T BAR
STAKES CONSTRUCTION. , : �. V /
" " " 1.IRRGATION SYSTEM WILL BE PROTECTED BY EITHER A PRESSURE VACUUM BREAKER, A REDUCED PRESSURE PRINCIPLE BACK FLOW
I �' � LEGE D
40x4Ox3x250mm 1 .1 2x1 1 /2.x1 /8 x10) 1
r " DEVICE, OR A DOUBLE-CHECK BACK FLOW DEVICE, AND. INSTALLED AS PER CITY ORDINANCE 2394. s
-0 O.C. ORDINANCE 2394. ��GtC<'�tay ►']�r)��ii,1' � ?<�SF/N�!
o OR EQUAL 1 200mm (6 ) 12, ALL BACK FLOW DEVICES WILL BE INSTALLED AND TESTED UPON INSTALLATION AS PER CITY
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EX I O PR J ERTY ECT SITE E BOUNDARY
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Y LANDSCAPE & IRRIGATION NOTES:
QSCHEMATICALLY. ALL NEW PLANTINGS WILL
V) z 1. IRRIGATION CONTROLS, LINES HEADS AND ETC. ARE SHOWN ARE SHOWN
x CED BY THE PROPOSED IRRIGATION SYSTEM.
W � BE SERVICED THE SCI TEXAS FUNERAL SERVICES INC
o 2. IRRIGATION CONTRACTORS SHALL BE A LICENSED IRRIGATOR BY THE STATE OF TEXAS AND REGISTERED WITH
LAKEVIEW ACRES, LOT 16 -Ar ACRES 2.072
N o CITY OF COLLEGE STATION.
.- � � _ _ BUILDING. THE ZONED C-1 H
3. THE SPRINKLER IRRIGATION. CONTRACTOR SHALL INSTALL A CONTROLLER LOCATED ON THE
N LTJ " n _ W
\ `t
CONTROLLER SHALL BE MOUNTED BETWEEN 42 AND 60 ABOVE FINISHED GRADE, IN A WATERPROOF BOX WITH
- _ CONTR '
\ �'- ALL BE DIRECT WIRED TO ALL VALVES MASTER VALVE, AND ELECTRICAL SUPPLY AS REQUIRED.
M
' KEYLOCK, AND SH
• 0' 5' 10' 20' . 40' I
•
H
z UNLESS. OTHERWISE IDENTIFIED ON THE PLAN, THE CONTROLLERSHALL BE SOLID STATE, CONTROLLABLE FROM
AND 60 MINUTES PER STATION AND SHALL HAVE AN ADEQUATE NUMBER OF STATIONS TO
BETWEEN 1 . MINUTE ,
OPERATE ALL LATERAL LINES AND THE MASTER VALVE. c� I w w
i GI PVC CLASS 200 OR BETTER. ALL SLEEVES SHALL BE SCH. '40 AND SIZED AS oO7 , A l i s '�� '�
4.. ALL WATER PIPE SHALL BE RIGID V j %� a/'�'�
0 I SHOWN ON THE PLANS. �� C, �1�`':.� y`g 'Cdr' ��U c5'/-?,�?a,!/e/ :. / �ti .^' �,�^„�:.� ,�
AS A COMPONENT IN THE INSTALLATION OF A RISER, NO Y2 PVC WILL BE ALLOWED:
z 5. EXCEPT WHERE REQUIRED
a E SHALL HAVE A MINIMUM COVER OF. TEN INCHES 10 t -'.
5 .� ddl /�' D�,�, 3 w,i-T� r
6. ALL PIP ( ) /Y/,�-�� � /i G / 2 G L�/,�i;, n� �� ,� �.�el.'
z 7. ALL SPRINKLER EQUIPMENT WILL BE NEW EQUIPMENT AT THE TIME OF INSTALLATION AND WILL CONFORM TO THE %/° �/tp/�i° �,� �' ao o zo
LATEST SPECIFICATIONS AND CATALOG OF THE RESPECTIVE MANUFACTURER. ,;2 G.Uc a�fe�"X,; y��, �C� / F o ,_,
E OF ROCKS GREATER THAN 1 IN DIAMETER, TRASH: AND OTHER DEBRIS.
8. BACKFILL MATERIAL WILL BE FRE( H
r,
4-r—_ -� D�1K -l5 �� / � �.� O' / W�;lf ewe h• /tet .,�`'STi%�' lfi�
° BACKFILLING WILL BE COMPLETED IN A MANNER TO COMPENSATE FOR SOIL SETTLING, AND THE TOP 4 OF BACKFILL_
IN ANY LANDSCAPE AREA SHALL BE TOPSOIL OR SOIL MIX TO MATCH THE FINAL LANDSCAPE PLAN REQUIREMENTS. G
In LINES ARE PLACED IN EXISTING LAWNS, SOD COVER SHALL BE NEATLY REMOVED BEFORE DITCHING, �Qc�erut. r�� r�;
z WHERE l 3�r�= y:« OWNER " a
STOCKPILED IN AN APPROPRIATE MANNER, AND REPLACED AFTER BACKFILLING AND COMPACTION IS COMPLETED: THE
'. SPRINKLER IRRIGATION CONTRACTOR SHALL REMOVE ALL DEBRIS AND LEFT OVER EXCAVATED MANNERS AND DISPOSED - O WILFRED P JACINTO & o
/.< otic o
-SITE. �✓���"�� EI�I '�✓� � _ - �.L., JULIE C H�RRERA-JACINTO- v
o OF APPROPRIATELY OFF i 4189 E3EN OOD DR o
9: AFTER COMPLETION, THE SYSTEM SHALL BE SUBJECTED TO A 72 HOUR PRESSURE TEST. ALL LEAKS AND OTHER , iST/N TW r
z ,: CORRECTED IMMEDIATELY. _ _ _ -._ - _. �_ .., -
D COLLEGE STATION, TEXAS 77845 '� o
PROBLEMS SHALL BE RR
ROCK OR A `PERENNIAL GRASS IS "REQUIRED IN PARKING L0.
' 10. 100% -COVERAGE OF-GROUNDCOVER, DECORATIVE PAVING, DECORATIVE.
r � -
ISLANDS, 'SWALES AN DRAIN
AGE AREAS THE PARKING LOT SETBACK, RIGHT-OF-WAY, AND ADJACENT PROPERTY DISTURBED DURING
, n I
- FIRMLY DRIVEN METAL 'T BAR
STAKES CONSTRUCTION. , : �. V /
" " " 1.IRRGATION SYSTEM WILL BE PROTECTED BY EITHER A PRESSURE VACUUM BREAKER, A REDUCED PRESSURE PRINCIPLE BACK FLOW
I �' � LEGE D
40x4Ox3x250mm 1 .1 2x1 1 /2.x1 /8 x10) 1
r " DEVICE, OR A DOUBLE-CHECK BACK FLOW DEVICE, AND. INSTALLED AS PER CITY ORDINANCE 2394. s
-0 O.C. ORDINANCE 2394. ��GtC<'�tay ►']�r)��ii,1' � ?<�SF/N�!
o OR EQUAL 1 200mm (6 ) 12, ALL BACK FLOW DEVICES WILL BE INSTALLED AND TESTED UPON INSTALLATION AS PER CITY
TEND STAKES TO DRIPLINE
EX I O PR J ERTY ECT SITE E BOUNDARY
--
srr,+ PR VI WED, FOR
i
BARRICADE _ f
z 48" BARRIER FENCING -
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EX T BARBED WIRE FENCE
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TOP=270.71 TOP=270.71 ( r, W 0) rn
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PROP 5' SIDEWALK SERVICE 0-2.00% MIN. m._...
TOC=270.74 46
GENERAL NOTES - - 270 Q
1. ALL colvsT SPOT ELEVATION LEG ND:
RUCTION WILL BE IN CONFORMANCE WITH BCS UNIFIED DESIGN GUIDELINES,
�' SPECIFICATIONS AND DETAILS LATEST EDITION
x` z 2. P.U.E. PUBLIC UTILITY EASEMENT. OWNER TOC TOP OF CURB
`'a o 3. FLOOD PLAIN INFORMATION TAKEN FROM F.LR.M. MAP, COMMUNITY PANEL N0. WILFRED P JACINTO & SCI TEXAS FUNERAL TOP = TOP OF PAVEMENT
o = 48041 CO144 C. DATED JULY 2, 1992. JULIE C HERRERA-JACINTO SERVICES INC
4. BUILDING SETBACK LINES PER CITY OF -COLLEGE STATION U.D.O. 4189 BENTWOOD DR LAKEVIEW ACRES, LOT R�vfED FIRE FLOW LEGEND:
'd' C 5. SUBJECT PROPERTY IS CURRENTLY ZONED "C-1 ". COLLEGE STATION, TEXAS 77845 16-A, ACRES 2.072
N L`• 6. IT SHALL' BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXACT LOCATION ZONED C-1 CO A�LIAR
ICE BUILDING SQUARE FOOTAGE 3,750 SF q E'
OF ALL EXISTING UTILITIES, EITHER UNDERGROUND OR AERIAL, PRIOR TO � �9 I.B.C. TYPE OF CONSTRUCTIO TYPE IV W
CONSTRUCTION. FIRE FLOW REQUIRED 1,5 0 gpm � 5m o
7. CONSTRUCT ALL CURB AS PER DETAIL ST1-01 OF THE LATEST B -CS STANDARD MAI X12 MINIMUM N0. OF FIRE HYDRA TS 11 a d'
STREET DETAILS. CULLta w ir�l ItJN U
8. ALL CURB RADII IS 2 FT UNLESS OTHERWISE NOTED. WATER AND SANITAR SEWS ' LEGEND' H
9. ALL ROOF AND GROUND-MOU14TED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM DEVELOPMENT SERVICES . �+ a o
VIEW OR ISOLATED SO AS NOT TO BE VISIBLE FROM ANY PUBLIC RIGHT-OF-WAY OR , r- PLAT FILED: MIN. WATER DEMAND 0.1 m E"4
RESIDENTIAL DISTRICT WITHIN 150 FT OF THE SUBJECT LOT MEASURED FROM A FIRMLY DRIVEN META. 'T BAR STAKES
9P H
' 40x4Ox3x250mm (1 1/2"x1 1/2"x1/W'x10") MAX. WATER DEMAND 1.25 gpm W i� m m
! POINT FIVE FEET ABOVE GRADE. SUCH SCREENING SHALL BE COORDINATED WITH THE AVE. WATER DEMAND 0.31 gpm p.., a W
BUILDING ARCHITECT AND SCALE TO MAINTAIN A UNIFIED APPEARANCE. OR EQUAL 1 200mm (6 -0) O.C. 0' 5' 10' 20' 40' v 5 a o z
LANDSCAPE
I 10. ALL SIGNS SHALL BE PERMITTED SEPARATELY. --EXTEND STAKES TO DRIPLINE E WATER DEMAND �O.Qp gpm z E o
_ - 11. TRAFFIC IMPACT ANALYSIS NOT: _REQUIRED AS SITE WILL NOT GENERATE MORE THAN Z ''/� , W o w
DOMESTIC WATER METER SIZE
I : ,5/81 [-+ d, Q? r4
5,000 TRIPS PER DAY. ,RRIGA T ION WATER METER SI
48" BARRIER F' -LACING w . ,� m
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13. BECAUSE THE BUILDING IS NOT PROJECTED TO PRODUCE MUCH "SOLID WASTE, SOLID w COMPLIANCE MAX. SEWER LOADING 1800 gp i � •-+ �
WASTE CONTAINERS ARE TO BE MULTIPLE RESIDENTIAL WASTE CONTAINERS ROLLED OUT a p4 -
ON . COLLECTION DAYS. MAR 15101 2 each end SITE SYNOPSIS:
it° m 0 o
14. CONTRACTOR SHALL LEAVE WATM SERVICE CONNECTION FOR THE METERS AT A MAX 1
FT BURY AND TERMINATE IN AN ANGLE BALL VALVE. FIRE LANE MARKINGS r,H,y Fk �`_''_ �'
O LLEGE ST TI N, t , . [fly z No. OF BUILDINGS o .
15. EXTERIOR BUILDING AND SITE LIGHTING WILL MEET THE STANDARDS OF SECTION 7:10 '� "i�'�`�1��� Wo
~- EXISTING -•-' N�N N T'� +k �' r t'� TO BE CONSTRUCTED: 1
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OF THE UNIFIED .DEVELOPMENT ORDINANCE. THE LIGHT SOURCE SHALL NOT PROJECT �, / -
GRADE _
BELOW AN OPAQUE HOUSING AND NO FIXTURE SHALL DIRECTLY PROJECT LIGHT -
�2•0>«�w , BUILDING HEIGHT
HORIZONTALLY. FIXTURES WILL BE MOUNTED IN SUCH A MANNER THAT THE PROJECTED T ml, 1: PER UDO SECTION 7.1.H.2 15 TO 20.5
CONE OF LIGHT DOES NOT CROSS ANY PROPERTY LINE. T 1/3 BURIAL OF I1118-ill
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PR ,•- a ...._. FENCING ..•- - •-� DRIPLI E ! _
,3o-cm�a> Ls SAM J NVERNON
- - - - PROPERTY LINE i
Imlift!' -►1 PARKING AREA: 862 SF I «....J...VERN.«.«„/
EXIST BARBED WIRE FENCE% 99353
/ PARKING REQUIRED: I �"' 0*: SCE N54.�.•'•.c��
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EIRELAM KOPARKR7G TOW.AWAYZONF. FIRR,ANP- NO PARKING - I _ OFFICE: 3,750 SF OF O FICE SPACE 1 �`` AL �'!
EXIST SANITARY SEWER LINE WiudsiiFcpainWondrivesurluccwith 4•Ww,c,atmstar;,,o Q ,.9^ �1 SPACE PE 250 = 5 SP CES i?\�
M W EXIST WATER LINE FIRELANE 140 PARKING - TOW -AWAY ZONE \ as• 1j
/ T -BA t3 � TOTAL SPACE REQUIRED = 15 SPACES
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262 EXIST CONTOURS i TREE i STAKE
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-- -265 - - PROP MAJOR CONTOURS - I--�
''.01 PROP. VAN ACCESS SPACE
-
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576
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• ••••••••••.••••.•®••• • LANDSCAPE BARRICADE FIRE LANE DETAILS BARRICADE DETAIL BICYCLE RACK DETAIL FILE NAME:
VICINITY M A P - --- , 0576-SITE-Puw.DWG
NOT TO SCALE NOT TO SCALE NOT TO SCALE 1 SHEET:
NOT To SCALE SUBMITTAL DATE: MARCH 5, 201201 OF: 01
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Lo D. ,g p - D m POMAR PRS PERTIES L N w
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TOC=270.46 ; TOC=270.73Do D n > x
° D Yr/ , N N
PROP 4 PVC SAN SWR
TOP=270.71 TOP=270.71 ( r, W 0) rn
I Q.
PROP 5' SIDEWALK SERVICE 0-2.00% MIN. m._...
TOC=270.74 46
GENERAL NOTES - - 270 Q
1. ALL colvsT SPOT ELEVATION LEG ND:
RUCTION WILL BE IN CONFORMANCE WITH BCS UNIFIED DESIGN GUIDELINES,
�' SPECIFICATIONS AND DETAILS LATEST EDITION
x` z 2. P.U.E. PUBLIC UTILITY EASEMENT. OWNER TOC TOP OF CURB
`'a o 3. FLOOD PLAIN INFORMATION TAKEN FROM F.LR.M. MAP, COMMUNITY PANEL N0. WILFRED P JACINTO & SCI TEXAS FUNERAL TOP = TOP OF PAVEMENT
o = 48041 CO144 C. DATED JULY 2, 1992. JULIE C HERRERA-JACINTO SERVICES INC
4. BUILDING SETBACK LINES PER CITY OF -COLLEGE STATION U.D.O. 4189 BENTWOOD DR LAKEVIEW ACRES, LOT R�vfED FIRE FLOW LEGEND:
'd' C 5. SUBJECT PROPERTY IS CURRENTLY ZONED "C-1 ". COLLEGE STATION, TEXAS 77845 16-A, ACRES 2.072
N L`• 6. IT SHALL' BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXACT LOCATION ZONED C-1 CO A�LIAR
ICE BUILDING SQUARE FOOTAGE 3,750 SF q E'
OF ALL EXISTING UTILITIES, EITHER UNDERGROUND OR AERIAL, PRIOR TO � �9 I.B.C. TYPE OF CONSTRUCTIO TYPE IV W
CONSTRUCTION. FIRE FLOW REQUIRED 1,5 0 gpm � 5m o
7. CONSTRUCT ALL CURB AS PER DETAIL ST1-01 OF THE LATEST B -CS STANDARD MAI X12 MINIMUM N0. OF FIRE HYDRA TS 11 a d'
STREET DETAILS. CULLta w ir�l ItJN U
8. ALL CURB RADII IS 2 FT UNLESS OTHERWISE NOTED. WATER AND SANITAR SEWS ' LEGEND' H
9. ALL ROOF AND GROUND-MOU14TED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM DEVELOPMENT SERVICES . �+ a o
VIEW OR ISOLATED SO AS NOT TO BE VISIBLE FROM ANY PUBLIC RIGHT-OF-WAY OR , r- PLAT FILED: MIN. WATER DEMAND 0.1 m E"4
RESIDENTIAL DISTRICT WITHIN 150 FT OF THE SUBJECT LOT MEASURED FROM A FIRMLY DRIVEN META. 'T BAR STAKES
9P H
' 40x4Ox3x250mm (1 1/2"x1 1/2"x1/W'x10") MAX. WATER DEMAND 1.25 gpm W i� m m
! POINT FIVE FEET ABOVE GRADE. SUCH SCREENING SHALL BE COORDINATED WITH THE AVE. WATER DEMAND 0.31 gpm p.., a W
BUILDING ARCHITECT AND SCALE TO MAINTAIN A UNIFIED APPEARANCE. OR EQUAL 1 200mm (6 -0) O.C. 0' 5' 10' 20' 40' v 5 a o z
LANDSCAPE
I 10. ALL SIGNS SHALL BE PERMITTED SEPARATELY. --EXTEND STAKES TO DRIPLINE E WATER DEMAND �O.Qp gpm z E o
_ - 11. TRAFFIC IMPACT ANALYSIS NOT: _REQUIRED AS SITE WILL NOT GENERATE MORE THAN Z ''/� , W o w
DOMESTIC WATER METER SIZE
I : ,5/81 [-+ d, Q? r4
5,000 TRIPS PER DAY. ,RRIGA T ION WATER METER SI
48" BARRIER F' -LACING w . ,� m
• R�V
WE® -FC?
- _ 00
12. FIRE HYDRANTS MUST BE OPERABLE AND ACCEPTED BY THE CITY OF COLLEGE- .STATION.
13. BECAUSE THE BUILDING IS NOT PROJECTED TO PRODUCE MUCH "SOLID WASTE, SOLID w COMPLIANCE MAX. SEWER LOADING 1800 gp i � •-+ �
WASTE CONTAINERS ARE TO BE MULTIPLE RESIDENTIAL WASTE CONTAINERS ROLLED OUT a p4 -
ON . COLLECTION DAYS. MAR 15101 2 each end SITE SYNOPSIS:
it° m 0 o
14. CONTRACTOR SHALL LEAVE WATM SERVICE CONNECTION FOR THE METERS AT A MAX 1
FT BURY AND TERMINATE IN AN ANGLE BALL VALVE. FIRE LANE MARKINGS r,H,y Fk �`_''_ �'
O LLEGE ST TI N, t , . [fly z No. OF BUILDINGS o .
15. EXTERIOR BUILDING AND SITE LIGHTING WILL MEET THE STANDARDS OF SECTION 7:10 '� "i�'�`�1��� Wo
~- EXISTING -•-' N�N N T'� +k �' r t'� TO BE CONSTRUCTED: 1
'k� ,+ii
OF THE UNIFIED .DEVELOPMENT ORDINANCE. THE LIGHT SOURCE SHALL NOT PROJECT �, / -
GRADE _
BELOW AN OPAQUE HOUSING AND NO FIXTURE SHALL DIRECTLY PROJECT LIGHT -
�2•0>«�w , BUILDING HEIGHT
HORIZONTALLY. FIXTURES WILL BE MOUNTED IN SUCH A MANNER THAT THE PROJECTED T ml, 1: PER UDO SECTION 7.1.H.2 15 TO 20.5
CONE OF LIGHT DOES NOT CROSS ANY PROPERTY LINE. T 1/3 BURIAL OF I1118-ill
�DESIGNATED , ,
_f OVERALL POST f- -
., PROPOSED USE OF �•�����
PARKING =���� SECTION 900mm` (3) MIN. I �n :. ,��� "t' BUILDING. 0 ERCIAL .OFFICE "P� �.......•.F� 11
LEGEND
,,arC, "z e�, x GROSS BUILDING AREA: 3,750 SF i �;.•' '•.; sll
ONLY :�E�� BARRICADE r �; =t� �. �.; *:
...
PROJECT SITE BOUNDARY =� rt �k# � � i4T�i PARCEL SIZE: 0.404 Acres' j * -
PR ,•- a ...._. FENCING ..•- - •-� DRIPLI E ! _
,3o-cm�a> Ls SAM J NVERNON
- - - - PROPERTY LINE i
Imlift!' -►1 PARKING AREA: 862 SF I «....J...VERN.«.«„/
EXIST BARBED WIRE FENCE% 99353
/ PARKING REQUIRED: I �"' 0*: SCE N54.�.•'•.c��
--- ,
UE uE UE EXIST UNDERGROUND ELECTRIC. -LINE - - 1 - -� - - - --, \ - _ 1 F ••..,.•...•
OE OE EXIST OVERHEAD ELECTRIC LINE _. -' - I 1 Ci t1• s/ E dW
EIRELAM KOPARKR7G TOW.AWAYZONF. FIRR,ANP- NO PARKING - I _ OFFICE: 3,750 SF OF O FICE SPACE 1 �`` AL �'!
EXIST SANITARY SEWER LINE WiudsiiFcpainWondrivesurluccwith 4•Ww,c,atmstar;,,o Q ,.9^ �1 SPACE PE 250 = 5 SP CES i?\�
M W EXIST WATER LINE FIRELANE 140 PARKING - TOW -AWAY ZONE \ as• 1j
/ T -BA t3 � TOTAL SPACE REQUIRED = 15 SPACES
9NtM1Yd0\ 9NYT 3KL9 BNOZAVAIY-MQL 'JNINIi�:d ON 9NYT 3NLa 'i
262 EXIST CONTOURS i TREE i STAKE
NOT REQt- rEn PARKING PROVIDED: 13 PROP. STD. SPACES
-- -265 - - PROP MAJOR CONTOURS - I--�
''.01 PROP. VAN ACCESS SPACE
-
_262- -- - PROP MINOR CONTOURS 24' ,.�• 14 TOTAL
.� �.. �. PROP FIRE LANE
PLAN �.,.>m-(M
576
\r-) EXIST UTILITY POLE BUILDING WILL NOT BE SPRINKLED.
O
• ••••••••••.••••.•®••• • LANDSCAPE BARRICADE FIRE LANE DETAILS BARRICADE DETAIL BICYCLE RACK DETAIL FILE NAME:
VICINITY M A P - --- , 0576-SITE-Puw.DWG
NOT TO SCALE NOT TO SCALE NOT TO SCALE 1 SHEET:
NOT To SCALE SUBMITTAL DATE: MARCH 5, 201201 OF: 01
1
Bleyl & Associates
5