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325' Foul Line
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(Typical)
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Detention
Area
Detention Area
Pond / Lake
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Detentio ^Area
Jogging
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23,1
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CrossingBride
C4 1601.17
2 9
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01 SITE
PLAN
1 SCALE:
1„ =
60'-0"
COMPASS NORTH
J
GENERAL NOTE:
BUILDING NORTH
BASEBALL FIELD AMENITIES, BATTING
CAGES, TRAILS, PAVILION,
MAINTENANCE
BUILDING, PLAYGROUND
AND
WALKS NOT ADJACENT TO
PARKING AREAS ARE SHOWN FOR
REFERENCE ONLY AND ARE NOT IN
THE
CONTRACT.
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PROPOSE
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NORTH
CITY, TEXAS 77573
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RevisionsI�
�
• •.DESCRIPTION
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VINUNS FOR ADDENDUM #1
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• •ADDENDUM
• : •
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EXISTING
EXISTING ELEVATION
EXISTING
EXISTING
EXISTING
BUILDING
FF 51.13
BUILDING
BUILDING
/
BUILDING
/
ROOF TRUSSES TO BE 2X6 RECTANGULAR STEEL TUBING, COLOR BY OWNER. TRUSSES TO BE
8X8XI6 CMU WALL W!
,
ANCHORED TO 8X8XI6 CMU WALL WITH METAL ANCHORS TO BOND BEAM. ROOFING SYSTEM TO BE
HORIZONTAL REINFORCEMENT
q
AT EVERY OTHER COURSE ANU
METAL STANDING SEAM ROOF, COLOR AND STYLE BY OWNER.
:a
VERTICAL REINFORCEMENT TO
ALL CONSTRUCTION TO MEET TEXAS WINDSTORM REQUIREMENTS AND CoLP 120 MPH WIND LOAD.
30A
2 POLE NEMA
DE #4 REBAR AT EVERY 36'
o �
3R
DISCONNECT
2X6 STEEL TUBING, TYP.
WATER HEATER
swlTCH
LOCATED IN ATTIC
L- �- �
�-- �--
-- - __
WHOLE BUILDING I--�- _ �.__�_L L_....� �_--_1 __o _( .:-1:- _
` �
_
__._ __.I_ ._L_ _ L_.__i I ..
I I I I I I
I�
.. ____
--�- - - -L-- -----.--_L __l. .__.L:_
- -�-� - _�--- -
SHUT OFF VALVE _... _��, _
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,.._, F--��._-•
-
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co
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r
s1.1
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-- a -
j ,� ,• I TIE INTO EXISTING
�,.T/�®�,
WOMEN'S
FD�:�;� -'
��
- ---FD
I ?'' MANHOLE
N
-
�--- �
RESTROOM I
I
s1.1
=
TIE INTO EXISTING _._ p �" - -?_
-
-,-.�hlr`;I
Fp, ~ --F
i
TOILET
I
_ --- �
WATER LINE. � �� �
y ..,:
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PARTITIONS
'--�
3/
, . ,.•
_
- - --
s
i - ?*
INSTANTANEOUS
i ,'� �
01
�-
I MEWS
- --- � --- �
-- WATER HEATER � -- INSTANTANEOUS --
__-.___ .___-_ _ �_ -_._�
st1
°' '°
RESTROOM
-
I
LOCATED UNDER ° ° WATER NEATER
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-- SINK ?' LOCATED UNDER -
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,
_
'S�°i _ _I__I - - SINK
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I-- I L---
GFCI
_,_.-. --
_.-.._-. I I
'SI H8
I-- _ � I .._ /1 ,
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3°DOOR
HB
3° DOOR
HB
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/
I
i HT \
\
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STUB OUT F0�
� ' �'�'
O
� (/)
/
`�
� FUTURE ADA '-......
I
FUTURE DRAIN FOR
"'
_�-= ---
DRINKING FOUNTAIN,
..- I
1
WALKWAY
CAPPED.
_
-ADA DRINKING I
I FOUNTAIN, CAPPED. I
I8'-8"
�-^-3'-I%---�-t3'-1�6° 3'-I%6"�3'-I�6" 3'-I jb"--�3'-I�6'---
�,�,i'��lir��i11� C,1 il���i�
EXTEND SIDEWALK
'' `1 ���tj(l (� I IP Y'f-El APPROVED PLAfVS ARE
TO EXISTING
NOTE: �
��E�In�
� c:, 3(
�,�-�„tu''J
,.
<'It ,�� � ����f�IED, A PdEW SUBMITTAL
SIDEWALK
ALL WELDING TO USE E-7018 WELDING ROD
���� C^,>J�`1'!5 REQUIRED PRIOR
, � «:S � �� �; &^)A6I\?� OC 1
FLOOR.&
DIMENSION
PLAN
10
FRAMING 09
PLUMBING SUPPLY
08
PLUMBING
SANITARY 07
SCALE:1/4=1'
SCALE:1/4=,'
SCALE:1/4=,'
SCALE:1l4=,'
WATERLINE_ CONSTRUCTION NOTES
- - � WHERE �PP�icae�E �
-
-
SANITARY
SEWER CONSTRUCTION NOTES
4 : 12 26 GA
1. ALIGNMENT, CENTERLINE CURVE DATA AND STATIONING TO BE DETERMINED FROM APPROVED,
METAL ROOF,
RECORDED SUBDIVISION PLAT.
_
� WHER" APPLICABLE )
6' C PERLINS
COLOR AND
4 12 26 GA
4 : 12 26 GA
�
STYLE BY OWNER TO_P_OF ROOF_
2. PLACEhIENT OF UTILITIES IN EASEMENT SHALL BE GOVERNED BY THE "STANDARD EASEMENTS" AS
:
METAL ROOF,
METAL ROOF,
_ ___
I I I I ' I ' I I I I i I I I � I -�j-
' �I � � i 13'-31 2 PTF Y
� � ( � �
ADOPTED BY THE UTILITY COORDINATING COMMITTEE FOR THE JURISDICTION IN WHICH THE WORK
1.
ALIGNMENTS,' CENTER LINE CURVE DATA AND STATIONING TO BE DETERMINED FROM APPROVED,
COLOR AND
CHAIN LINK
COLOR AND
TOP OF ROOF
I � I I I I � I I
I 9 I I '
� � ��
IS TO BE PERFORMED.
RECORDED SUBDIVISION PLAT, OR ROAD RIGHT -OF WAY (WHEN APPLICABLE).
STYLE BY OWNER
FENCE
STYLE BY OWNER
_- ___.�
I( I I i j
12 '•
12
�A
13-3 I/2° AIF
, I s
�
3. ALL WATERLINE CONSTRUCTION IS TO BE ACCOMPLISHED IN ACCORDANCE WITH THE LATEST EDITION
2.
PL i�F UTILIU ES IN EASEMENTS SHALC BE GOVERNED BY 1HE "STANDARD EASEMENTS" AS
A�
� I � � I I I I � I I I I I
OF CITY GOVERNING CODE AND SPECIFICATIONS, 'MTH APPLICABLE AMENDMENTS.
DCEMENT
A OPTED BY 1HE TILITY COORDINATING COMMITTEE FOR THE JURISDICTION IN WHICH THE WORK
2X6 MTL TRUSS
2X6 MTL TRUSS `
I :
� EAVf HBCHT k TOP OF C61U �
IS TO BE PERFORMED, UNLESS OTHERWISE SHOWN.
SYSTEM
SYSTEM )
- -- - -
9-4, �
4. ALL 4" AND LARGER WATERLINES TO BE PVC, DUCTILE IRON OR STEEL PIPE AS SPECIFIED.
-FOR
'
EAff NBgIT &TOP OF CHU
-- _; .:,.
�--
ASBESTOS -CEMENT PIPI: WILL NOT BE APPROVED THIS PROJECT.' '
3.
a• ,
SEWERS TO,,,C CONSTRUCTED AND TESTED IN ACCORDANCE IWTH THE CITY GOVERNING PUBLC
--_-` -
9'-4° Pff ��"
- -
8 8XI6 MU W LL,
� � _.. .._., ., . ;---
WORKS DEPARTMENT SFECIFICATIONS, AND AMENDMENTS THERETO. COPJTRf,CTOR TO FURNISH TEST
1-'-4'-0"
(.
�-- - - O p N - -
5. 12" OR SMALLER WATERLINES TO HAVE A MINIMUM COVER OF t'-0" PER CODE.
PLUGS AP![T F;ISERS (NC ScPARFJE PAY). ALl SEWER LINES TO BE AIR TESTED IN
-
30A 2 POLE NEMA
VARY FLOW LINE UNIFORMLY FROM DEPTH AND LOCATION SHOWN IN PLANS.
ACCORDr1tyCE,WITH THE CONTRACT SPECIFICATIONS,
5'-0"
-
_
- - 3R DISCONNECT
-
SWITCH
6. WATERLINE FITTINGS TO EE CAST OR DUCTILE IRON OR PVC AS SPECIFIED.
4.
MAINTAIN 12'` MINIMUM CLEARANCE BETWEEN ALL WATERLINES, SANITARY SEWERS AND CULVERTS,
PER CODE OR UNLESS OTHERWISE NOTED.
. - e BXJ6-
ML�WALL,
7. MAINTAIN 24" MINIMUM CLEARANCE BETWEEN ALL WATERLINES, SANITARY SEWERS AND CULVERTS,
_ C0110
VINE _
AS RED. BY, TEXAS HEALTH DEPARTMENT REGULATIONS. FOR SPECIAL WATERLINE/SANITARY SEWER
5.
SEWER TRENCHES UNDER OR WITHIN 1' OF PROPOSED OR FUTURE PAVEMENT TO BE BACKFILLED
CLEARANCES, SEE SANFFARY SEWER CONSTRUCTION NOTES.
WITH CEMENT,SAND BACKFILL, AS SPECIFIED, TO WITHIN ONE (1) FOOT OF SUB -GRADE. BEDDING
WILL BE CLASS "AA" WHERE CEMENT SAND BACKFILL IS USED FOR SANITARY SEWERS. INCLUDE
-
8. WATERLINES SHALL BE SAND BEDDED IN ACCORDANCE WITH THE LATEST EDITION OF THE CITY
COST OF BACKFILL IN UNIT PRICE BID PER LINEAR FOOT OF PIPE.
_
€
GUI
� , _- TOP OF STAB
GOVERNING CODE AND SPECIFICATIONS, WITH APPLICABLE AMENDMENTS.
• cFcl qS���.p
�:
- -
- - _ - _
_
�V1}T
••...,,.. ••,�,,,�.;• •;., ,;.;.: •; ;,,,,,,,,,,,;,,;;,,,,,,...;.;;,.�...•�,,:. ,... - -�
- - -
-6.
WHERE A SANITARY SEW€& LINE CROSSES WITkIIN NINE (9) FEET OF ANY -WATERLINE, CONTRACTOR -
HB
OF
T
9. WATERLINE TRENCHES UNDER PROPOSED PAVEMENT OR WITHIN ONE (1) F00T FROM EDGE OF
TO FOLLOW THESE SPECIAL PROCEDURES:
- � •: < '
-� •-' ' �
TOP � -�
VENTILATION HOLES
PAVEMENT TO BE ENCASED IN BANK SAND 6" MIN. AND THEN BACKFILLED W/ CEMENT STABILIZED
••`'�"`�• `•"•-' '�•" •• •_• `•
`•" ''"' '•
SAND TO THE BASE OF PROPOSED PAVING SUB -GRADE.
A) If THE DISTANCE BETWEEN THE WATERLINE AND THE SANITARY SEWER LINE (MEASURED
BETWEEN THE OUTSIDE OF BOTH PIPES) IS LESS THAN NINE (9) FEET (BUT NEVER LESS
10. FLUSHING VALVES TO BE 1-OCATED AS SHOVM.
1HAN SIX (6) INCHES) USE 150 P.S.I. THK. CL. 52 DUCTILE IRON SANITARY SEWER PIPE
.AND CENTER ONE (1) EIGHTEEN -FOOT JOINT ON THE WATERLINE.
11. VALVES TO BE LOCATED OPPOSITE PROPERTY CORNER WHERE APPROPRIATE.
-
B) ff THE DISTANCE BETWEEN THE WATERLINE ABOVE THE SANITARY $EWER LINE (MEASURED
12. SERVICE CONNECTIONS W7LL BE CONSTRUCTED
BETWEEN THE OUTSIDE OF BOTH PIPES) IS TWO (2) FEET OR GREATER, AND ITEM 6.A IS
IN ACCORDANCE WITH T}IE LATEST EDITION OF CITY GOVERNING CODE AND SPECIFICATIONS
NOT FOLLOWED, THE INITIAL BACKFILL ZONE Of THE SEWER TRENCH IS BACKFILLED WITH
SIDE
ELEVATION
06
REAR ELEVATION
05
WITH APPLICABLE AMENDMENTS.
WELL MIXED TWO (2) SACK PER C.Y. CEMENT SAND BACKFILL FOR ALL SECTIONS OF
SCALe: 1/4=1'
SCALE: 1/4=1'
13. CONTRACTOR SHALL FOLLOW CONSTRUC110N DETAILS IF DRAWINGS DEVIATE FROM 1HE LOCATION
SEWEr WITHIN 9' OF THE WATERLINE. THE "INITIAL BACKFILL ZONE" OF THE TRENCH IS
DEFINED AS EXTENDING FROM A POINT 1/4 PIPE DIAMETER ABOVE THE BOTTOM OF THE
STANDARDS,
PIPE TO AN ELEVATION IN THE .TRENCH WHICH IS ONE PIPE. DIAMETER (OR MINIMUM 12"
14. All FLUSHING VALVES AND VALVE BOXES SHALL BE ADJUSTED TO FINISHED GRADE AFTER PAVINO
7.
BEDDING FOR ALL TYPES OF SANITARY SEWER PIPE SHALL BE CLASS "AA" AT ALL DEPTHS.
IS COMPLETE.
4 : I2 26 GA
15. ALL, IF ANY, DISCREPANCIES IN THE DOCUMENTS, SHAH BE ADDRESSED TO THE ARCHITECT AND/OR
8.
FOR ABS TRUSS, PVC TRUSS PIPE USE MANHOLE WATERSTOP GASKET AND CLAMP ASSEMBLY AT
METAL ROOF,
ENGINEER BEFORE COMMENCEMENT OF THE WORK AND ACCEPTANCE OF CONTRACT.
MANHOLE CONNECTIONS.
6' C PERLINS
COLOR AND
4:12 26 GA
4:I2 26 GA
STYLE BY OWNER
16. ALL DIMENSIONS, MATERIAL-S, AND CONSTRUCTION METHODS TO BE f1ELD VERIFIED PRIOR TO CONSTRUCTION.
9.
SANITARY SEWER MANHOLES SHALL BE STANDARD CITY JURISDICTION TYPE, OTHERWISE NOTED,
METAL ROOF,
METAL ROOF,
AND BACKFILLED WITH CEMENT SAND BACKFILL, AS SPECIFIED.
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COLOR AND
CHAIN LINK
COLOR AND
TOP OF ROOF
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17. TYPE "L' COPPER FOR AL_ WATER LINES ABOVE SLAB
STYLE DY OWNER
FENCE
STYLE BY OWNER
_ _
17-31%2•PFF �
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10.
ALL PRE -CAST CONCRETE, AND POURED -IN -PLACE CONCRETE MANHOLES SHALL HAVE THE TOP
12
4�
12
�A
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18 INCHES'CONSTRUCTED OF BRICK AND MORTAR.
2X6 MTL TRU
2X6 MTL TRUSS
SYSTEM
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11.
All DUCT1lE IRON PIPE SHALL BE 150 P51 THICKNESS CLASS 52. ALL PVC PIPE SHALL HAVE
SYSTEM
RUBBER GASKET JOINTS.
FAZE HBpii &TOP OF CNU
-----
9'-1' ffF �
GROUT FILLED
12.
MANHOLE RIMS ARE TO BE SET AT THE ELEVATIONS SHOWN ON THE PLANS INITIALLY. AFTER
__
4'-O"--1
_
CELLS FROM
WATER CL(tSET- WFIITE FLOOR MOUNT 1.2 WATER CLOSET, SUPPLY NUT
�� ��
PAVING AND GRADING IS COMPLETED, RIMS ARE TO BE ADJUSTED TO 3 TO 6 ABOVE FINAL GRADE
30A 2 POLE NEMA
=I
5'-0°-"-�
fL00R TO TOP Of - --- -- -
BOLTS &BOWL WAX COLOR AND STYLE BY OWNER.
FLUSH VALVES, STYLE AND COLOR BY OWNER.
AND BACK'. DRESS DIRT TO PROVIDE DRAINAGE AWAY FROM MANHOLE
3R DISCONNECT
=
BX�6 CM WALL
CMU WALL AT _ _
® o ®
SWITCH
-
C LOR Y OWN R
30A 2 POLE NEMA
DOOR JAMS (4), _ B 6 M W LL,
nP•
LAVATORY-- COLOR AND STYLE BY OWNER.
13.
SPECIAL NOTES: LOCATION OF SANITARY SEWER FACILITIES.
-- -
3R DISCONNECT
C LOR Y OWN R _
-
MIXING VALVES, STYLE AND COLOR BY OWNER.
�''•
�;,
-
SWITCH
4STEELRCOLUUMRNL siEEi � 4X4 STRUCTURAL
INSTANTANEOUS WATER (2) HEATER, SME AND COLOR BY OWNER
� '
A) THE UTILITY CONTRACTOR IS RESPONSIBLE fOR LOCATING AND MARKING ALL STACKS AND MAR � '
-
3°DOOR � STEEL COLUMN
� DooR
6
FAR -SIDE LEADS AFTER THE PAVING IN THIS SECTION IS COMPLETE. A 1/4" DEEP NOTC 2013
� a
"� -
=
FLOOR DRAINS- 3" P.V.C. FLOOR DRAIN W/6" BRASS TOP AND TRAP GUARD. --
SHALL BE CUT IN THE -CURB -AND PAINTED WITH A RED LINE ADJACENT TO THE STACK r�(/j
CMU SPLIT FACE • ' '.; CMU SPLIT FACE
OR LEAD.
- ' ' cFcl ;,
HOSE BIB- � WOODFORD HOSE BIB W/ VACUUM BREAKER, OR EQUIVALENT.
�c
r -
..
-
,•
B) IF STAKES ARE LEFT IN THE GROUND AT THE STACKS AND LEADS AFTER CONSTRUCTION
k ' ;..
� I F'�r AO
cFcl
NOTE: _ALL EQUIPMENT TO BE EQUIVALENT OR DETTER
OF UTILITIES, THEN AN EFFORT WILL BE MADE TO PRESERVE THEM DURING PAVING
••CO 0
�. �
,, ;'°
:=:
S1l1ES AND COLORS BY OWNER
CONSTRUCTION. HOWEVER, IF THESE STAKES ARE KNOCKED OUT FOR ANY REASON,
i
a t
HB
L :. f• `• ••a "''+, '
-ALL PLUMBING FIXTURES, EQUIPMENT AND WORK TO MEET CURRENT CODES.
THE UTILITY CONTRACTOR REMAINS RESPONSIBLE FOR LOCATING AND MARKING THE
- '
•. � • :
<'
_._TOP Cf STAB �
CMU SPLIT FACE VENTILATION HOLES
FACILITIES AS DESCRIBED ABOVE
• •, .•• • :�, , ,;: ,; „ .,
•
14.
CONTRACTORS TO MAINTAIN A NEAT AND ORDERLY CONSTRUCTION SITE; ANY DEBRIS SHALL BE
DISPOSED OF IN AN APPROPRIATE AND ENNRONMENTALLY SOUND METHOD AND IN A 11MELY MANNER_
SIDE
ELEVATION
04
FRONT ELEVATION
03
PLUMBING NOTES &SCHEDULE
02
PL•UMBING
SANITARY NOTES
01
SCALE:1l4=,'
SCALE:,/4-,'
SCALE: NONE
SCALE: NONE
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- pianning -design - execution -
P O B o x Icl 6 4
Of/l°°/Fe°° (28t) BB]-8820 Celi; (]Y3) 408-]]60
www. proJectdesignpartners.com
PROJECT Mk1BER
PROJECT TITLE --
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PROFESSION41 SEAL � -
pF
=5•(P�E r�'Vgyfil
f
�
*: '.*I
j_ HASSAN MDGHADDAM
.q::.... 43233 ..... ;...�
ff�l
SSYONAL �NG��...
e�..�
3- �.- � �
ENGINEER OF RECORD:
MOGHADDAM ENGINEERING
TEXAS REGISTRATION N0. 43233
TBPE FIRM N0. I3508
2109 SAND MIGUEL DR.
FRIENDSWOOD,TEXAS 77546
REVISIONS
N0.
DATE
DESCRIPTION
1
z
4
5
SCOPE OF THE DOCUMENT
THIS DRAWING INDICATES THE GENERAL SLOPE OF THE
PROJECT IN TEANS OF ARCHITECTURAL DESIGN CONCEPT, THE
DIHENSIONS OF THE BUILDING, THE MAJOR ANCHITECTUflAI
ELEMENTS ANOTHE TYPE OF STRUCTURAL, MECHANICAL
ELECTRICAL SYSTEMS. AS SCOPE DOCUMENTS, THE
DRAWINGS DO NOT NECESSARILY INDICATE OR DESCRIBE ALL
WORN pEDUIRED fOR FULL PEflFORHANLE AND COMPLETION
OF THE REOUIREHENTS OF THE CONTRACT DOCUMENTS. ON
THE BASIS OF THE GENERAL -SCOPE INDICATED OR
DESCRIBED, THE CONTRACTOR SHALL FURNISH ALLITEMS
REQUIRED fOR THE pROPEfl E%ECUTION AND COMPLETION Of
THE WORK. THESE DRAWINGS SHALL NOT BE USED FOR
CONSTRUCTION UNLESS DATED AND NOTED AS ISSUED FOR
CONSTRUCTION WORK. THIS DOCUIENT IS THE PROPERtt
OF pisX.'�'d yr!'a�h+r ANO IS NOT TO BE USED, IN
WHOLE OR IN PART, WITNOU! THE WRITTEN AUTHORIZATION aF
J: c-B b si 7rr P�i-•tocr.•�
WARN�NCa.
IF THIS BAR DOES NOT MEASURE 1' THEN ORAWINO IS
NOT TO SCALE
DRAWN BY:
CHECIfFD SY:
GATE
DPUNEV
03/01/2013
SHEET TITLE � ,
FLOOR
PLANS &
DETAIL
DRAWING NUMBER
SHEET N0.
A1.1
C Day-Briie`'Lighting T5 SPECIFICATION INDUSTRIAL T5 SPECIFICATION INDUSTRIAL � Day-Brite�lighting
DIMENSIONS
E4-HKK mounting bracket
1 p 2r 3p or 4 Lamp 7/2/3 1amQ 41�mn with optional baffle 77a•dia. 2an6•
1" n¢le i'-7
T5 or T5H0 O O p ,
3-7/4' O O 3-i/4' 3-1/� z-tla'
E4-HKS mounting bracket
7-7/4• vas• z r zan6•
CONSTRUCTION/FINI51.1 FL-123-5' chain (w/S-hooks) set
- SpecBicallydesignedaroundT5/rSHOsolircestoprovideamuch CS-400-Rigid stem canopy - - A •2-1/a•
smallercross-sectionihanproductsdesigriedforT8Rt2sources. CS-500-Swiveistemcanopy � e
• Cross -sectional area of 1/2/3 lamp models is up to 75 % smaller CS series stems
I - - , „ I ,
than T8R12 products.. N-3380/3381 -Universal joint aligner, octagonal box, - -• •• 4' Unif 47-3/4' 44-t/4' ' 1 42-t/4'
• 4 lamp cross-section models are slightly wider than 1/2/3 lamp 1/2" / 3/4" LP.S. '
8'TandemUnil 95-12' 92' 90'
.models. N-3385 -Universal joint aligner, square box, 1/2" LP.S.. _ - 5' Unil 59-5/0' 56-7/8' 54-5/8'
• Choice of reflectors for application flexibility - 25 % uptight, 10 % ACH series aircraft cable hangers C 70' Tandem Unil it9-t/4' 775-3/4' 7/4-t/4'
• 5F-IJ-Hea du in-tinecou ter
upl(ght or solid top. Tt' h' P
5F-WG-4 - Wipe uard 4' use 2 for 8' 1/2/31am x-section -
• Painted after fabrication wkh high Teflectance white powder coat 9 ( L P
finish. 5F-WG-4-4L-Wire guard, 4' (use 2 for B'), 41amp x-section - PHOTOMETRIC DATA CATALOG I5F254H0-PP7-t/2-EB LAMPS=F54TSH0 INPUT WATTS= t21 -
'. Reflectors ale ietained by thumbscrews for installation or removal 5F-WG-5 - Wite guard, 5' (use 2 for 10'), 1/2/3 lamp x-section - _ TEST / 25369 S/MIk7.5 BALLAST= ELECTRONIC BALLAST FACTOR= 7.00 LER = 69 -
COMPARATIVE YEARLY LIGHTING ENERGY CO T P t -
- uH 9d !Hole 5F-WG-5-4L -Wire guard, 5' (use 2 for 10'), 41amp x-section S ER 000 LUMENS _ 53.46 GAGED ON 3000 HRS. AND E.08 PER KWH. FIXTURE EFFICIENCY= 94.9%
•' 25 %uptight models include a center "V" in the reflector for added 5F-BFP1-4 -Baffle for PPS or PP1 reflector, 4' (use 2 for 8'),
1/2/31am x-section
shelding. P
• Optional baffle provides additional shielding in both directions. 5F-BFPI-0-4L-Baffle for PPS or PP1 reflector 4' (use 2 for 8'),
ELECTRICAL 41amp x-section
• Spring loaded lampholders provide positive tamp engagement 5F-BFP13 -Baffle for PPS or PPt reflector, 5' (use 2 for 10'),
and electrical contact. 1/2/3 lamp x-sectiori
• 4' and tandem B' models utilize F28T5 or F54T5H0 lamps. 5F-BFP1-5-4L -Baffle for PPS or PPt reflector, 5' (use 2 for
• 5' and tandem 10' models utilize F35T5 or F30T5H0 lamps. 70'), 4 lamp x-section
'. t30H0 models provide more lumens per unit length than equivalent 5F-BFP2-4 -Baffle for PP2 reflector, 4' (use 2 for 8'), 1/2/3 -
„ 54H0 models. lamp x-section
• 5 - 3 - for 2 r fl ct r 5' use 2 for 10 1/2/3
F BFP2 Baffle PP e e o
, ( 9
• UL listed for damp locations. Unfts wfth emergency ballasts UL lamp x-section
listed for dry locations. 5F-DEK - reflector end caps (tor use with battles), 1/2/31amp
ACCESSORIES x-section, pair
r t with 7/8" hole one
• E4-HKK -Sliding hanger b acke ( ) � 5F-DEK-4L - reilectoT end caps (for use with baffles), 4 lamp
• E4-HKS -Sliding hanger bracket with 1/4" k 1"slat (one) x-section, pair
CANDLEPOWER
an01e
Eno 45
Crp49
0
I76 21]6
2176
5
,�'R
G(,'�!'R21fi1 2105
2p91
2165
15
ymT 2143
2151
�5
��765A4T; 197/
2092
45
b�'744�},1�1A20
1852
fi5
f(12T2�'�-�485
�' z4fl1{.f'�7'� HSB
/365
75
3�96
e5
3 •� �
s 13�i- oa
t w
105
yy
�/'�-175 "�,yt�8by5R„
238
ns
125
4, �"36 �- r to �-r
U 4 Kry �' }-N
tsz
2]0
1a5
� Y149er�933�„+'
392
145
ti9'�tYj„�J�
3A7
3y%
165
85`>'/'"a7 f38
189
iT6
3- �`"66 BJ
09
• Bo- 0-20 a eclances ei mg• a -oar
•LLF=099 4400 Lumens(Lamp (veryclean)
•Rpamwitlih divided by loam height=5 pr mpre,2or1
Flamm 6Ns Reem tY141A
B Opl tampe Room Nelghi�
Approa.
Arm liq. ¢)ppr
Fiatun
7plt-c 30
-c
c
Tp fro
1W N<
4' S
2-lamp 2
TSHD i
- -
-
120
750
f00.
72
101
71
51
75
50
36
MAINTAINED ILLUMINATION TABLE- Square FBBUFillture'
' -Obmrre Flxlme S/MMRequhemenb
1p 6pailk ADDlkallom
_
AVERAGE LUMINANCE
CD .M
BQ
WITN 4400 LUMEN LAMPS
ANGLE END 45' CROSS
45 12787 1527/ 15539
55 12651 15361 14119
65 12340 /3575 13126
75 t/301 1207/ 9070
05 9462 7352 7080
tm.A9(IF•tWmLO65FaC10A lti.ltp%l1D%BF l00•VENYCIEW094C(FPN099
1L6.0956m%PA]EC VM mE Bi.t.W EtfCmOMC&LU51a IS UMP9pEUMPR1 mYUMPIRD
COEFflCIENi OF UTILQATION
p9
tD
re
ro
]p
sp
r•
]o
so 30
]p so
Jo
so ]o
Rc11
0
Im
t10 9m
p6 906106
91 9]
t
IW
99 91
95 9Z
Aa
A5 Bi
2
91
02 1fi
66 AD
IJ
IJ 69
3
01
]9 64
]9 69
63
65 aB
1
]5
69 5A
11 bt
54
5] St
5
6fi
56 9I
6fi
96
5f d
fi
fi3
5/ 11
a5
60 fi
4p
I6 ]9
7
50
96 ]6
56 1
]6
If ]1
A.
A4
It J3
52 90
33
Jfi ]0
9
51
]0 m
d6 J6
a9
7d 28
m
Is
J4 n
ds 7a
zr
Jz 26
LIGNT DISTRIBUTION
DECREER WMENs
%UMP
%Fl1tfVRE
b30
1762
20.0
21.1
6-00
2981
33.9
35.7
0.60
556p
63.2
fi6.6
D•90
720E
0/.9
A6.3
90.1A0
1196
13.0
13.7
0-tA0
b353
94.9
tOGO
CATALOG NUMBER PHOTOMETRIC DATA CATALOGJ5F254H0-PP2-1/2-EB LAMPS=F54T5H0 INPUT WATTS= 121
r'-j ('-j �j _ �j _ �j _ TFST025370 S/MIk1.3 BALLAST= ELECTRONIC BALLAST FACTOR= 1.00 LER = 67
IT'I I`_T_'I 'IT. I I`I_-I I'T'I COMPARATIVE YEARLY LIGHTING ENERGY COST PER 1000 LUMENS = Si.58 BASED ON 3000 HRS. AND E.OB PER KWH. FIXTURE EFFCIENCY= 92.0
9 I 1 '
PPS -Painted Potyester t CM -Canadian Market
Inm mdudetll Solid Tap 12-One 24amp balast (electronic dr Hon -standard)
2/1 -Two 7-lamp ballasts (electmnic or Hon -standard)
t PP7-Painted Potyester I80H01
" - � � 10% UDliphl -_ tl3-One 3-lamp balks! leleclronlc or Hon -standard) _ _. _ _ _ _, _ _
-- --_ -._ _. - 1 � itandar
3 PP2-Painted Polyester 1/21-2.1amp8 -kmp ba asts (elecaonlcor non �
-7 re Ha hat k electronic or Hon -standard
9/1 h e m las
p 1 )
25% U�li hI .... _. _... _. _.
4 ezce t80H0 ._... .p g....: .... _. ..... ........._..... . _. _. .__.. .. _.._ ......... ___ -_ _.. .. .. ... ...._. ... ._... .._ _...-
_...:...:..... - - - D
' I 114- ne4-lampp ballast (electronic or Hon -standard)
. - I 1/42-44am082-kmp hallasts (electronic or Hon -standard)
' EB-Electronic halkst
' Sf-T5 Turret lnduslrial 20-28wT5 (46') 120 E810R-Electronic ballast progmmrapid skn, <10%THO
- TSF-Tandem 5f 35-35wT5 58') '-. 277 E7LP-DE&7LP emerg. balks! 600.7001omens. Ul dry lac. -
( E6LP-DEBfiLP emerg. ballast t2301Umens, UL dry bc.
54H0-54wT5H0 (46') 347 OLRM-FOsinp, fast hlow ld=numberol ballasts
80H0-80wT5H0 (50') UNV-Universal Power -Connect modukrwi ng-see sheet t604.OA
Voltage,
- � 120-277 volt See Section l600-OA for Option Information.
' � See Page 1455.3-IF for Mounting Hardware.
MAINTAINED RLLUMINATION TABLE- Square FAet/Fizture•
• 8U- -
•LLF=0.75
■Aopmwil
e eclances el ing- a - par
2050 Lomens/Lamp (veryclean)
tl h divided by mom hnghl - 5 pr more, 2 or 1
'
Flrtnn Elm.
A Osl tamps
appm Widm
Appm.Ama lap.lWr
Flalun
appal Helehl-
ON•t 30 nc
50 N•c
70 Mt
7p0 N•c
.. A'.__
2-LamO
TSHO
_ 5
2
i
__.... ..
- -
-117
.. ..
142
97
70
102.
69
50
-7i -
40
35
'ObseM Fl91me S/MH Faquiremena lot spedli[ Applitali0ns
AVERAGE LUMINANCE
CD/SQ.M
WITN 4400 LUMEN LAMPS
ANGLE ENO 45' CRD66
65 12720 13073 113t9 '
55 12754 10902 842D
66 12537 0044 6739
75 It8D6 703A 7702
A5 953D 15793 21703
U3. A9 Uf.t499rt 1065 FAC1pR uP. Looxuo xaF tG6•VFAx CIFall0.91 CLWl090
' ttG.¢95ba0%MifGLMAPHfE eF.f.mEtEGIROMt&lV5ib r5 UAIPIAEUMPMm%UMPmD
��■
®
;m+ .1� ,
®-
�`ri�
3i+:, �11'LfG'�? i
®
t
"4x5
x'
r Y� <
COEffIC1EMr OF UTILITATION
p[
p
p[[
ao
]p
so
m
]0
ae 30
IB 50
30
50 30
RCR
o
ms
1os ms
too 9aa
roD
s9 sl
t
94
91 As
90 B6
n
]9 i6
2
e6
79 I2
01 ]6
69
69 66
--J''19
69 61'
Is'61.
59
60 afi
/
71
61 5!
60 SA
5 Z
54 /]
5
66
55 46
63 53
46
dB /f
6
60
50 .11
5] qI
40
44 JB
1
56
96 36
N 42
30
40 31
A
51
90 33
SA 39
]2
35 29
9
9A
36 39
I6 35
2A
33 2]
10
46
>4 27
49 33
2]
3a _ 26
LIGHT DISTRIBUTION
DECREES LUMENS
%LAMP
%n%IURE
0.30
1720
/9 5
21.2
0-00
2050
725
35.3
460
495:
563
61.1
0.9p
6244
]0.9
71./
9btAp
IA55
21./
22.9
0./8p
6099
92.0
10p.0
CONSULT FACTORY FOR DATA ON OTHER PHOTOMETRIC COMBINATIONS
.,
' " - _ .T /TO�.��IF OAY-BRRE LIGFRING•www.tl ybri9 tlghlln9�com o2poranYARrtEllnttilNO (^`
' Ic} •7765oulhGreenBtreel•TvpebMsskigp,308W•PN:)662)842d212•FA%:)B62)041•SSDf Got2ar v Da ^BFLIC®Li h
cANAotaR Dmstou paY.aaRE R6a6m.66 iR6 Ama9 9p Yr 9 11Rq _, , � � ;,
_ - fA9Bubd Dme•MaAlam,On•do WP iW4•PN: 19051294957p•FAX: 190512949A17 w"a mu,m[R mmpvrrp aGenlyle Ocmpany {, I ,�I.-j 1 I•,,-�,.7
-__.__ __. _____ _-___.-_. ._ -.._. ..-___ rKE_
�. -_ - � `-
LIGHTING FIXTURE SPEC (EQUAL OR BETTER)
SCALE: NONE �2
EXISTING
BUILDING
',, I / /
TIE INTO EXISTING PANEL UNDERGROUND
"LV I" LOCATED IN CONDUIT TO BE
MAINTENANCE SHOP, 175A I NON-METALIC
UNDERGROUND I 30A 2 POLE NEMA 3R
ELECTRICAL DISCONNECT SWITCH
SUPPLY
- �% �-_J IP' TiiC APPROVEiD PLANS ARE
1490DirlEp, A NEiW SUBMITTAL
� '" \ TO 1-HET CITY to RE:OLIIRED PRIOR
�� - ��`�� \ FIXTURE TO THE CHANCE OOCURRINO.
I FIXTURE / �--�' �--
.. � _ -
I NOTE
��f , i � , -SINGLE BREAKER LOCATION FROM
-- -- _ EXISTING PANEL LOCATED IN
-} MAINTENANCE BUILDING.
� -SWITCHES TO BE AUTOMATIC MOTION
I -- DETECTION.
', �MCS - � MCS -LIGHT FIXTURES TO BE CHAIN HUNG
_ - � / FROM ROOF STRUCTURE.
-- HEi � FF�I�_...It LEGEND
� t FIXTURE= T5 FIXTURE (SEE DETAIL)
/
- � � � �
'�.,- MCS= MOTION CONTROL ON/OFF SWITCH
I
-------------- LIGHTING
__------- ------ --- ��� E
MAR 0 6 2013
LIGHTING PLAN
SCALE: 1 /4 = 1' O
/ / ��CTi
iq�
d�s��
�r��rs :�
- planning - design -execution
P O B o 8 43 4-
t-za Porte- Ta a 77lTi72
giRea/Fez: (2e1) ea7-a920 Cell: ('r13) 4047760
www, projectdesignpartners.com
PROJECT NIR•iBER
PROJECT TITLE
z
O
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Q
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Cn W
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-
Z
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W � Q F"
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`(MO,
PROFE5510NAL SEAL
',,fit\\\t�
5.�p'�E �F T�kgsilir
� HASSAN MOGHADDAM 1
�......43233..,..;,..�
111�
��~~�~
�L
e �
3- � - i
ENGINEER OF RECORD:
MOGHADDAM ENGINEERING
TEXAS REGISTRATION N0. 43233
TBPE FIRM N0.13508
2109 SAND MIGUEL DR.
FRIENOSWOOD,TEXAS 77546
REVISIONS
N0.
DATE
DESCRIPTION
z
4
SCOPE OF THE DOCUMENT
TNIS DRAWING INDICATES THE GENERAL SCOPE OF THE
PROJECT IN TERMS OF ARCHITECTURAL DESIGN CONCEPT, THE
DIMENSIONS OF THE OUILDING, THE MAJOR ARCHITECTURAL
ELEMENTS AND THE TYPE OF STRUCTURAL, MECHANICAL
ELECTRICAL GYSTEMS. AS SCOPE DOCUMENTS, 7NE
DRAWINGS 00 NOT NECESSARILY INDICATE OR DESCRIBE ALL
WORK REQUIRED FOR FULL PERFORMANCE AND COMPLETION
OF THE REOUIREt1ENT5 OF THE CONTRACT DOCUMENTS. ON
THE BASIS OF THE GENERAL SCOPE INDICATED OR
DESCRIBED, THE CONTRACTOR SHALL FURNISH ALL ITEMS
REQUIRED fOR THE PROPEfl EAECUTION AND COMPLETION OF
THE WORK. TNESE DRAWINGS SHALL NOT SE USED FOR
caasTRucrloN uNLEss DATED AND Norm As ISSUED FOR
CONSTRUCTION WORK. THIS DocutENr Is THE PROPERTY
Of Pn�n`/7es[pf'p�iaay AND IS NOT TO BE USED, IN
WHOLE OR IN PART, WITHOUT 7NE WRITTEN AUTHORIZATION OF
f�i-aJcct L�c�/c7n f �r-�7-]crs
.��ad ■ rare G
IF THIS BPR DOES NOT MEASURE t' THEN DRAWING IS
NOT TO SCALE
DRAWN BY:
CHECKED BY:
GATE
DPL/NEV
03/01/2013
SHEET TITLE
ELECTRICAL
LIGHTING PLAN
& NOTES
DRAWING NUMBER
SHEET N0.
E1.1
3
0
w
w
2X6 RECTANGULAR
TUBING, AS TRUSS OR
FILLER PIECE.
WELD CLIP TO
TRUSS OR TUBING
EMBED CLIP INTO
CAULK JOINT BOND BEAM
- - „L,I CLIF -_ "L" CLIP - 2X6 � .. �r:-( �
2 #5 REBAR � � m
CONTINUOUS IN � z
.BOND BEAM
.,.
GROUT FILLED 8" CMU BLOCK,
BOND BEAM EVERY OTHER
-- — CONTINUOUS � ' COURSE
2X6
6X6X.25 MTL 6X6X.25 MTL HORIzoNTAL � '�
- — N 0 REINFORCEMENT
L CLIP --- NL�' CLIP - _ 2X6 ,
I I � 'I I
MORTAR JOINT
8" CMU BLOCK,
,>
ENLARGED WALL SECTION scALe: NONE 03
4 : 12 26 GA METAL
- ROOF, COLOR AND
CLIP LOCATIONS scALe: �i2„ = r-o° 04' "C" CHANNEL STYLE BY OWNER
RECTANGULAR STEEL
/ TUBING CLIP WELDED
TO ANCHORS IN BOND
2X6 GAL. MTL TRUSS BEAM
EXISTING EXISTING ELEVATION
' '� SYSTEM -
BUILDING FF 51.13 % �
i
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///' /� //L ///��_�__W�/�-�. ���__.L�L1�-��/__�� CMUBOND BEAM W/ 2 TUBING CLIP WELDED _ ;<;• c
#5 REBAR CONTINUOUS TO ANCHORS IN BOND '
FOR ENTIRE BEAM, � '', � BEAM s "'' >'
14 X 20 INTERIOR GROUT FILL WCONCRETE � � CMU BOND BEAM W/ 2 }
GRADE BEAM, 14 X 20 EXTERIOR s ` #5 REBAR CONTINUOUS 4
(,I NO SHEET LEDGE r (v, GRADE BEAM; z FOR ENTIRE $EAM' C
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o �, � in ND SHEET LEDGE t I GROUT f ILL W/ 3000 PSI � d
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14 X 20 EXTERIOR 14 X 20 EXTERIOR _ — — _ — _ — __ —§ _ — — — — —
GRADE BEAM, GRADE BEAM, ) � {
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REINFORCEMENT @ � REINFORCEMENT @ E
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�'. - i MORTAR JOINT � MORTAR JOINT
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W/ #3 REBAR @ 16" BOTH WAYS '
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o� ? IF TF3Ei AI3PROVEiD PLANS AR'E
Di �'' � 02 - `�-VERTICAL REINFORCEMENT NiODtFIED, A NE:VU SUESMlTTAL
' TO BE #4 REBAR @ 36" � TCi THE CITY IS REQUIRED PRIOR
st.2 7'-4�" , � j'-� s�.2 � TOLTO� OFOWALLLL CELLS � TQ 'FHE CHANCE �CCt;RRIP7G.
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N � N NOTE:.. SYSTEM IN PARTITION
4 0 � o � -FINISH OF SLAB TO BE SMOOTH FINISH _
_ AND SEALED. DO NOT BROOM FINISH. I WALL
"' D0 NOT LEAVE SLIPPERY.' EXTERIOR CONCRETE I # INTERIOR CONCRETE � �
IS'-8" -SURFACE OF SLAB TO SLOPE I/2 FROM GRADE BEAM � =° GRADE BEAM
EDGE OF SLAB TO FLOOR DRAINS.
----- '-FINISHED FLOOR OF SLAB TO BE _ #� 1
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CONTRACTORS MUST -FIELD VERIFY ALL .CONDITIONS REINFORCEMENT �,•>���
� �T'.: MAXIMUM DEPTH.
OF WORK PRIOR TO COMMENCEMENT OF ANY WORK. =: �. of GRa�E BEAM ��
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ANY DISCREPANCIES MUST BE NOTED IN WRITING LL E ION PARTITION WALL �rr�"`�°•"�--�"�`--
TO THE OWNER .AND APPROVED IN WRITING. EXTERIOR WA S CT
_ DETAIL #I SECTION DETAIL #2
BEAM -PLAN scale: pia„ = T,_o„ 02 WALL SECTION scALe: NONe 01
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www: projectdesignpartners.com
PROJECT NUMBER
PROJECT TITLE
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HASSAN MOGHADDAM
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ENGINEER OF RECORD:
MOGHADDAM ENGINEERING
TEXAS REGISTRATION N0. 43233
TBPE FIRM N0, 13508
2109 SAND MIGUEL DR.
FRIENDSWOOD, TEXAS 77546
REVISIONS
N0.
DATE
DESCRIPTION
z
4
a
SCOPE OF THE DOCUMENT
THIS DRAWING INDICATES THE GENERAL SCOPE OF THE
PROJECT IN TERMS OF AflCNITECTURAL DESIGN CONCEPT, THE
DIMENSIONS Of tHE BUILDING, THE MAJOR ARCHITECTURAL.
ELEMENTS AND THE TYPE OF $TflUCTURAL, MECHANICAL
ELECTRICAL SYSTEMS. AS SCOPE DOCUMENTS, THE
DRAWINGS DO NOT NECESSARILY INDICATE Ofl DESCRIBE ALL
WOflK REQUIRED fOR FULL PEflFORMANCE AND COMPLETION
OF THE REOUIRENEMS OF THE CONTRACT DOCUMENTS. ON
THE BASIS OF THE GENERAL SCOPE INDICATED OR
DESCRIBED, THE CONTRACTOR SHALL FURNISH ALL'ITEMS
REQUIRED FOR THE PROPER EXECUTION ANO COMPLETION OF.
THE WORK. THESE DRAWINGS SHALL NOT BE USED FOR
CONSTRUCTION UNLESS DATED AND NOTED AS ISSUED FOR
CONSTRUCTION WORK. THIS OOCIR1ENi IS TIiF PROPERTY
OF PigeetOa�Patn>s AND IS NOT TO BE USED, IN
WHOLE OR IN PART, WNHOUi THE WRNTEN AUTHORIZATION OF
f i- J ct b �iqn. � r-ti�esr.�
' BeamDelall3
W/QsRN ■ R�/ G
IFTHIS BAR DOES NOT MEASURE I'THEbL�RAWING IS
NOT TO -'SCALE
DRAWN BY:
CHECKED BY:
DATE - -
DPLINEV
02/26/2013
SHEET TITLE
FOUNDATION
BEAM
DETAILS
DRAWING NUMBER
SHEET N0.
S1.1
s
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NOTES TO DRAWINGS (COTES TO DRAWINGS NOTES TO DRAWINGS des/
GENERAL NOTES AND PROCEDURES SITE WORK SLAB AND PAVEMENT AND DRAINAGE
- planning - design -execution -
1. THE SCOPE Of WORK IS TO IMPROVE THE PROPERTY AS SHOWN AND/OR AS NOTED, WHERE THE 1, CONTRACTOR'S SHALL PROVIDE ALL THE LABOR, MATERIAL AND EQUIPMENT NECESSARY TO COM- 1. ALL CONCRETE FOR PAVEMENT SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 3 - #5 TOP a a o n 8 B 4
CONTRACTOR FINDS CONDITIONS NEEDING ADDITIONAL WORK NOT SHOWN OR NOT NOTED, HE PLETE ALL THE 511E WORK AS REQUIRED AND AS SHOWN ON THE PLANS. 28 DAYS. CONCRETE DESIGN MIX SHALL BE IN ACCORDANCE WITH 'THE ACE BUILDING CODE j � 3 - #5 TOP
SHALL NOTIFY THE ARCHITECT/ENGINEER IN WRITING AND GET AN APPROVAL BEFORE PROCEEDING. OfHoe/Fox: tzD» eaT-sesD toll: pTS> 40e-rr60
REQUIREMENTS (ACI 318 LATEST EDITION). # 16' O.C. EACH WAY w
2. ALL UNWANTED OBSTRUCiONS, CONCRETE SLABS, FENCES, ETC., WILL BE DEMOLISHED AND DIS- �; - #3 @ 12' O.C. EACH WAY E w NO www.projectdesignpartners.com
2. REFER TO THE SURVEY DRAWING FOR THE BOUNDARY AND ANY DESCRIPTION OF ANY EXISTING POSED OF OFF THE SITE BY CONTRACTOR, UNLESS SPECIFIED OTHERWISE, VERIFY WITH OWNER #4 DIAGONAL '� O 5i' -
2. ALL CONCRETE SHALL BE DESIGNED, MIXED, TRANSPORTED, AND PLACED IN ACCORDANCE WITH E g #4 DIAGONAL f g LEDGE
IMPROVEMENTS WITHIN THE SITE. REGARDING THE DEMOLITION OF WORK PRIOR TO CONSTRUCTION. THE LATEST SPECIFICATIONS OF THE AMERICAN CONCRETE INSTITUTE (ACI). '� GE PROJECT NUMBER
3, THE DIMENSIONS, LOCATIONS, AND DETAILS SHOWN ARE BASED ON THE BEST AVAILABLE INFORM- 3, DIMENSIONS, BUILDING LOCATION AND GRADING OF THIS SITE ARE BASED ON AVAILABLE INFORM-
AlION AT THE TIME OF PREPARATION OF THESE DRAWINGS DEVIATIONS WHICH ARE NECESSARY ATiON AT THE TIME OF LAYOUT. DEVIATIONS MAY BE NECESSARY IN THE FIELD. ANY SUCH 3. MAXIMUM SIZE OF COARSE AGGREGATE SHALL BE 1-i/2 INCHES AND lNE AGGREGATE SHALL
BE CLEAN WITHOUT ANY CLAY PARTICLES.
OR WHICH CONFLICT SHALL BE REPORTED TO THE ARCHITECT AND/OR ENGINEER, CONTRACTOR CHANGES OR CONFlJCT58ETYIEEN THESE PLANS AND FIELD CONDITIONS ARE TO BE REPORTED N '"
SHALL HAVE FULL RESPONSIBILITY FOR DEVIATIONS NOT AVAILABLE TO OR APPROVED BY THE TO THE ENGINEER AND/OR OWNER, PRIOR TO STARTING CONSTRUCTION. 4. MINIMUM CONTENT OF CEMENT TO BE FIVE (5) SACKS PER CUBIC YARD, � w
ARCHITECT AND/OR ENGINEER. I� PROJECT TITLE
4, REMOVE ALL VEGETATION, ROLL AND COMPACT AREAS BEFORE REPLACING WiTH FILL MATERIAL MAXIMUM SLUMP FOUR (4) TNCHES. 2' SAND CUSHION%
4. ALL DIMENSIONS OF THE EXISTING SITE CONDITIONS AS SHOWN ON SITE PLAN ARE APPROXIMATE, EXISTING SUBGRADE SHOULD BE SCARIFIED TO A MINIMUM DEPTH OF 8•. 2' SAND CUSHION
5. ALL CONCRETE SHALL BE AIR ENTRAINED CONFORMING TO ASTM C260, MINIMUM AIR CONTENT FOUR a
AND ARE FOR GENERAL GUIDELINE PURPOSES ONLY. CONTRACTOR TO VERIFY ALL DIMENSIONS OF 6 MIL POLY VAPOR BARRIE o
THE EXISTING SITE CONDITIONS PRIOR TO BIDDING AND/OR CONSTRUCTION, ANY DISCREPANCIES 5, THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING OWNER AND GEOTECHNICAL ENGINEER (4) PERCENT. ANY OTHER ADDITIVES SHALL 8E SUBJECT TO PRIOR APPROVAL 6 MIL POLY VAPOR BARRIER fit'r
vt
SHALL BE REPORTED TO ENGINEER IMMEDIATELY, IMMEDIATELY OF ANY SPECIAL SOIL OR WATER CONDITIONS THAT ARE PRESENT ON THE SITE. DO 6, ALL CONCRETE SHALL HAVE A MAX. WATER/CEMENT RATIO OF 0,53 (6 GALLONS/BAG) #3 STIRR @ 24
NOT PROCEED WiTH FURTHER WORK UNTIL CONDITION IS CLARIFIED. #3 STIRRUPS @ 24
5. THE CONTRACTOR SHALL VISIT AND EXAMINE THE SITE OF THE WORK, THE QUANTITY OF WORK,
7. STIRRUPS AND TIES: ASTM A-615, GRADE 40, UNLESS NOTED OTHERWISE #5 BOTTOM n w
AND CONDITION OF SITE PRIOR TO SUBMITTING THE BID PROPOSAL AS SUCH, THE CONTRACTOR 6, FILL MATERIAL SHALL BE CLEAN EARTH, FREE OF ALL OBJECTIONABLE FOREIGN OBJECTS. 3 - #5 BOTTOM o
SHALL ASSURE HIMSELF THAT THE WORK CAN BE COMPLETED AS SET FORTH IN THESE PLANS PLASTICITY INDEX SHALL BE LESS THAN 10 AND MAXIMUM UQUID LIMIT SHALL BE 25, Q
8. LAPS AND SPLICES: MINIMUM 30 BAR DIAMETERS OF LARGER DIAMETER BAR.
AND SPECIFICATIONS, I �
7. FILL MATERIAL, BASE AND SUBGRADE SHALL BE COMPACTED TO NOT LESS THAN 95 PERCENT OF - 9. REINFORCEMENT SHALL BE SECURELY SUPPORTED TO PREVENT BOTH VERTICAL AND HORIZONTAL II .44 ."
Be64
THE CONTRACTOR SHALL COMPLY WITH ALL LOCAL STALE, AND FEDERAL LAWS AND REGULATIONS MAXIMUM DENSITY AT OPTIMUM MOISTURE CONTENT IN ACCORDANCE W/ ASTM DENSITY TEST NO, MOVEMENT DURING PLACING OF CONCRETE, PARKING AND DRIVE AREAS TO BE REINFORCED W/ 1'-2' Q
IN LOOSE LIFTS NOT EXCEEDING BeIN THICKNESS.
PERTAINING TO THE HEALTH AND SAFETY OF EMPLOYEES, AND HOLD HARMLESS THE OWNER, D-698, METHOD A, (STANDARD PROCTOR TEST), ALLOWABLE VARIATION IN MOISTURE CONTENT �4 BARS AT 16' O.C. EACH DIRECT ON. EXPANSION JOINTS SHALL BE PLACED AT A MAXMUM I' 2' O
ARCHITECT AND ENGINEER REGARDING SUCH ACTIONS. SHALL BE t3 PERCENT OF OPTIMUM MOISTURE CONTENT, THE FILL MATERIAL SHALL BE PLACED OF 40' O.C.. PLACE ,4 BARS AT 16' O.C. FOR Be THICK CONCRETE, 0
BEAM @ BRICK LEDGE 03 BEAM @SHEET LEDGE 01 O �"
Lo
7. THE CONTRACTOR OR HIS SUBCONTRACTOR IS RESPONSIBLE FOR ANY ADDITIONALAFO PERMITS, 10. CONCRETE SIDEWAUCS TO BE 3000 PSf CONCRETE, 4 INCHES 7HICK W17H 6X6 -6 GA. O
WSPEC710NS, STATE AND/OR LOCAL THAT ARE REQUIRED, AND MUST PAY FOR SAME. 8. THE CONTRACTOR SHALL BE REQUIRED TO STABILIZE SLOPED AREAS. THE CONTRACTOR SHALL WELDED WiRE MESH REINFORCED, UNLESS NOTED OTHERWISE - O
GRADE AND SEED OR SOD THE AREA WITH THE PROVISION THAT HE SHALL MAINTAIN THE SODDED - -
8. 1T SHALL BE REQUIRED THAT ALL MATERIALS AND WORKMANSHIP COMPLY WiTH THE REQUIRE- AREA AS REQUIRED UNTIL SUCH TIME THAT THERE IS SUITABLE GROWTH TO ADEQUATELY PROTECT MENTS OF THE APPROPRIATE STANDARDS AND CODES, LATEST EDITION, INCLUDING ALL ADDENDA, THE EMBANKMENT, THE MAXIMUM SUITABLE SLOPE SHALL BE 2:1. CONTRACTOR SHALL MATCH 11, ALL CONCRETE CURBS TO BE CONSTRUCTED OF 4000 PSI CONCRETE.
ANY MATERIAL OR ITEMS NOT SPECIFICALLY INCLUDED IN THESE SPECIFICATIONS SHALL ALSO EXISTING GRADES AT ALL PROPERTY LINES AROUND THE SITE, UNLESS OTHERWISE SHOWN ON MEET SUCH 12. THE CONCRETE TRASH ENCLOSURE APRON SHALL BE SIX (6) INCHES THICK OF 4000 PSI CONCRETE, ry
REQUIREMENTS OF THE ABOVE STANDARDS AND CODES. GRADING PLAN: L REINFORCED WITH NO* 4 BARS AT 18 INCH CENTER EACH WAY,
9, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DEMOLITION OF EXISTING IMPROVEMENTS, - 9. CONTRACTOR SHALL FINISH SURFACES TO SLOPES INDICATED ON THE SITE PLAN TO OBTAIN - 13, PROVIDE CONTROL' JOINTS, EXPANSION JOINTS AND CONSTRUCTION JOINTS FOR CONCRETE
UNLESS NOTED OTHERWISE, ON THE SITE INCLUDING THOSE ABOVE AND UNDERGROUND, THE POSITIVE DRAINAGE OF SURFACE WATER. PAVEMENT AS SHOWN AND SPECIFIED IN RELATED DETAILS. Q %�
CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR THE REMOVAL FROM THE SITE OF ALL OEM -
GUSHED MATERIALS, THE FILLING OF ALL DEPRESSIONS CAUSED BY DEMOLITION AND THE
am
GRADING Of THESE AREAS, 10, ALL POCKETS OF SOFT CLAY, ORGANIC MATERIALS, WET MATERIALS, AND/OR OTHER UNSUITABLE 14, REFER TO SITE PLAN FOR THICKNESS OF REINFORCED POURED IN PLACE CONCRETE PAVING SURFACE 3 - #5 TOP
MATERIALS SHOULD BE REPLACED WITH SELECT BACKFlLL AND COMPACTED AS REQUIRED, Will LONGITUDINAL COLD KEY JOINTS 20' O.C. MAX. W/ LATERAL WET PRESSED CONTROL JOINTS 20' #4 @ 16' O.C. EACH WAY -,,,E �w�, 3 - #5 TOP Z
O.C. MAXIMUM OVER 95% STANDARD PROCTOR COMPACTED SUBSOIL BASE OR AS RECOMMENDED BY #4 DIAGONA � o B �
10. CLEAN-UP SHALL BE PERFORMED CONTINUOUSLY DURING WORKING DAYS TO KEEP BUILDING AND 11, THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ARE AS PER RECORD DRAWINGS AND SOIL ENGINEER. GE #3 @ I2' O.C. EACH WAY W Q .,
PREMISES FREE FROM ACCUMULATION OF WASTE MATERIALS AND RUBBISH AND UNUSED SURPLUS HAVE NOT BEEN VERIFIED BY ACTUAL FIELD CHECKS. CONTRACTOR TO VERIFY EXACT LOCATION #4 DIAGONAL #4 DIAGONAL O W
MATERIALS FROM AND ABOUT THE SITE AND PREMISES, AND LEAVE THE SIZE CLEAN, OF ALL EXISTNG UTILITIES PRIOR TO CONSTRUCTION. 15, DRIVEWAYS TO BE CONSTRUCTED IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS OF THE
CITY, COUNTY, OR STATE HIGHWAY DEPARTMENT, WHICHEVER APPLIES. - O
it. COORDINATON OF ALL WORK BETWEEN DIFFERENT TRADES IS THE RESPONSIBILITY OF THE GENERAL 12, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO EXERCISE EXTREME CARE IN REGARDS TO p r �,i
ee
1
CONTRACTOR ALL EXISTING UTILITES, TRAFFIC SIGNS, STREET MARKERS, SHRUBBERY, DRIVEWAYS, WALKS, ETC., 16. FINISHES FOR PAVEMENT, SIDEWALKS ANO.DRIVEWAY SHALL BE SKID -RESISTANT FINISH UNLESS s A'
WHETHER SHOWN ON THE DRAWINGS OR NOT. THE CONTRACTOR SHALL EITHER REPAIR THE NOTED OTHERWISE, r _ a -�I
12 AT THE END OF CONSTRUCTION, THE CONTRACTOR AND/OR SUBCONTRACTOR SHALL DELIVER TO DAMAGE OR MAKE RESTITUTION TO THE OWNERS OF SUCH PROPERTY �,
THE OWNER A COMPLETE SET OF (AS -BUILT DRAWINGS) SHOWING LOCATIONS OF WORK 2' SAND CUSHION ` 'I- O
INSTALLED, INCLUDING CHANGES TO ALL UNDERGROUND UTILITIES, CERTIFICATIONS, AFFIDAVITS, 13. GENERAL CONTRACTOR I$ TO INCLUDE IN BID ALL UTILITY COSTS NECESSARY TO PROVIDE COMPLETE 17, CATCH BASINS TO BE CONSTRUCTED OF 3000 PSI CONCRETE. PRECAST CATCH BASINS ARE
THATOPERA ALL
INSTRUCTIONS, PROPER
MANUFACTURER'S INSTRUCTIONS ON ALL EQUIPMENT AND DEMONSTRATE COSTS AND WATER SERVICE AS REQUIRED BY LOCAL CODES AND UTILITY COMPANIES. ALLOWED WHERE PERMITTED BY LOCAL CODES � cs • q 2• SAND CUSHION 44 ? ` O
6 MIL POLY VAPOR BARRIER ♦ ^
THAT ALL IS IN PROPER WORKING ORDER. 18, ALL CONCRETE PIPE 12 INCH DIAMETER OR LARGER SHALL MEET THE REQUIREMENTS OF ASTM C> ( 6 MIL POLY VAPOR BARRIER V ,J O
14. CONTRACTOR TO PAVE AS SPECIFIED, PAINT STRIPING, ARROWS, ETC., AS SHOWN ON SITE PLAN. DESIGNATION C-76 (CLASS III. WALL TYPE 8) UNLESS O7HERWSE NOIEU ON PLANS #3 STIRRUPS @ 24' (\ W / Q
13, CONTRACTOR TO PLAN AND PERFORM HIS WORK IN A MANNER THAT WiLL PERMIT SAFE PUBLIC
TRAFFIC ON ALL STREETS. 15, PAINT FOR PAVEMENT MARKING SHALL BE WHITE OR YELLOW AS CALLED FOR AND SHALL BE NON- 19, FLEXIBLE TYPE PAVING, IF CALLED FOR, SHALL BE TWO (2) INCH ASPHALTD CONCRETE SURFACE HAUNCH ONLY; #5 @ Be G ` #3 STIRRUPS C 24' REFLECTIVE PAINT CONFORMING TO THE REQUIREMENTS OF FEDERAL SPECIFICATIONS. PAINT SHALL COURSE, BASE TO BE 6 INCHES THICK CRUSHED ROCK OR OTHER SUITIJTLE MAIERIAI APPROVED 0. C. E. W. , H. 8 V. ` \ "'
14. WHERE REWIRED CONTRACTOR SHALL PROVIDE AND INSTALL TRAFFIC CONTROL DEVICES IN CON- BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, 8Y LOCAL CODES, COMPACTED AND SH ED TO LINE AND GRADE AS NOTED AND SHOWN ON THE 3 - #5 BOTTOM
FORMANCE WITH THE TEXAS MANUAL UNIFORM TRAFFIC CONTROL DEVICES, (MOST RECENT ADDITION PYLg 3 - #5 BOTTOM I>
AS REVISED) DURING CONSTRUCTION, 16, PRIOR TO APPLICATION OF PAINT, THE SURFACE TO BE PAINTED SHALL BE CLEANED OF ALL DIRT, dA
GREASE, OIL, ACID OR ANY FOREIGN MATERIAL, WHICH WOULD REDUCE THE BOND BETWEEN THE 20, RESURFACING OF EXISTING ASPHALTIC P KING, IF CALLED FOR, TO BE FU:XIBLE TYPE. -14
15. CONTRACTOR SHALL PROVIDE PROTECTIVE DEVICES SUCH AS SIGNS, LIGHTS, AND SIGNALS FOR � 30' THE SAFETY OF THE PUBLIC AND WORKERS, AS REQUIRED. - PAINT AND PAVEMENT, ASPHALTIC CONCRETE SURFACE TO BE kPPLIED AS FOLLOWS: EXISTING ASPHALTIC PAVEMENT P 2'
TO BE CLEANED, ALL HOLES TO BE C ANED AND COMPACTED WiTH CRUSHED ROCK OR
16, IN ORDER TO BLOCK ANY PORTION OF THE ROADWAY, A SEPARATE PERMIT ISSUED BY THE LOCAL SUITABLE BASE MATERIAL A TACK COT SHALL BE APPLIED AT A RATE OF .05 GALLONS PER HAUNCH @BRICK LEDGE 04
AUTHORITY MAY BE REQUIRED. - SQUARE YARD OVER ENTIRE AREA TO E RESURFACED. RESURFACING SHALL BE COMPLETED INTERIOR GRADE BEAM OZ
WiTHIN 24 HOURS OF TACK COAT APPICATION. THICKNESS OF SURFACE COURSE TO BE AS
17. CONTRACTOR SHALL COVER EXCAVATIONS WiTH ANCHORED STEEL PLATES DURING NON -WORKING SHOWN ON PLANS, MINIMUM THICKNESS TO BE ONE (1) INCH.
HOURS.
PROFESSIONAL SEAL
18. ALL WORK SHALL BE PURSUED IN ACCORDANCE WiTH LOCAL REGULATIONS. NO WORK SHALL BE
GONE ON ROADWAY BETWEEN THE HOURS OF 6:00 A.M. TO 9:00 A.M. AND 4:00 P.M. TO
7:00 P.M. 0F Tckil
vveevv
P�
19. CONTRACTOR SHALL MAINTAIN AT LEAST ONE LANE OF TRAFFIC IN EACH DIRECTION DURING - - _ _ _ _ _ - Jews 0 /
WORKING HOURS z
� � w z S w
Lot)X o #4 DIAGONAL 1/2' EXPANSION cY� a Y -
HASSAN MOGHADDAM
N _ c� SLOPE 1/8 #4 BARS @ 12' 6N� _ 43233
20, CONTRACTOR SHALL RESTORE THE RIGHT-OF-WAY TO THE SATISFACTION OF THE LOCAL AU TH- Lo 3 #5 TOP JOINT MATERIAL d o O.C. EACH WAY T` ¢ , q , r
PER FT l��'o� �Fc/s R�� we ��.o
ORITY. ANY DAMAGE TO EXISTING PAVEMENT, ROADBED, DITCHES, DRAINAGE OR OTHER STRUCTURES, Lit
+ 23
OMER
SHALL BE REPAIRED TO PRE -CONSTRUCTION CONDITION AT THE CONTRACTOR'S OWN EXPENSE :---a-- FS G
21, OWNER SHALL NOT BE RESPONSIBLE FOR THE PROTECTION AND/OR SAFETY OF THE CONTRACTOR'S - - :-• • A. •! : "'-"- -
'�?t S/GNAT, ENti
e"�„
WORK, WORKERS, SUBCONTRACTORS, MATERIAL AND/OR EQUIPMENT. GRADE
__ 3 Am,
j 3
CITY
22. OWNER RESERVES THE RIGHT TO REQUEST A COMPACTION TEST AND/OR A CORE SAMPLE If TESTS 2' S D CUSHION BASE ENGINEER OF RECORD:
PROVE SATISFACTORY (PER REFERENCED SPECIFICATIONS) THE TEST LIABLE
BE AT OWNER'S EXPENSE. #3 @ 12' EACH WAY ENGINEER O ENGINEERINGMe
OTHERWISE CONCRETE CONTRACTOR SHALL BE RESPONSIBLE AND LIABLE FOR COST OF TESTS AND o -
ANY AND ALL REPLACEMENT OF PAVING AREA, N
6" TEXAS REGISTRATION NO. 43233
6 MIL POLY VAPOR BARRIERAi
210 ESAND MIGUEL DR.
FRIENDSWOOD, TEXAS 77546
#3 STIRRUPS @ 24" O.C. ' IF THE APPROVED PLANS ARE
MODIFIED, A NEW SUBMITTAL REVISIONS
3 #5 BOTTOM TO THE CITY IS REQUIRED PRIOR N0. DATE DESCRIPTION
a0 THE: CHAINGF OCCURRING. 1
- 14° 2
FOUNDATION SLAB (SEE DETAIL) r TYPICAL ALL C014CRETE FLAT WORKeve
4
S
(STOOP, SIDEWALK i, DRIVEWAY, ETC.)
SCOPE OF THE DOCUMENT
THIS DRAWING INDICATES THE GENERAL SCOPE OF THE
FOUNDATION TO FLAT WORK CONNECTION I05 PROJECT IN TERMS OF ARCHITECTURAL DESIGN CONCEPT, THE
O DIMENSIONS OF THE BUILDING, THE MAJOR ARCHITECTURAL
ELEMENTS AND THE TYPE OF STRUCTURAL, MECHANICAL
ELECTRICAL SYSTEMS, AS SCOPE DOCUMENTS, THE
DRAWINGS 00 NOT NECESSARILY INDICATE OR DESCRIBE ALL
WORK REQUIRED FOR FULL PERFORMANCE AND COMPLETION
Id u. .,.I ..,a I I .. _. I}•`L OF THE REQUIREMENTS OF THE CONTRACT DOCUMENTS. ON
THE BASIS OF THE GENERAL SCOPE INDICATED OR
I,. ,r DESCRIBED, THE CONTRACTOR SHALL FURNISH ALL ITEMS
I .. .� REQUIRED FOR THE PROPER EXECUTION AND COMPLETION OF
` „ , •-� „ , _ THE WORK, THESE DRAWINGS SHALL NOT BE USED FOR
:r..,. ,_ rya _
g _ CONSTRUCTION UNLESS DATED AND NOTED AS ISSUED FOR
NOTE: Rt„s �P IA, p•:� CONSTRUCTION WORK, THIS DOCUMENT IS THE PROPERTY
NL I OF Prs td p�pyiy AND IS NOT TO BE USED, IN
PAVING CHAIRS OF APPROPRIATE HEIGHT TO BE USED UNDER SLAB REINFORCING. APPROPRIATE ��R O 6 p{e WHOLE OR IN PART, WITHOUT THE WRITTEN AUTHORIZATION OF
2019 P' Jcct d sign p E �crrs
EXPANSION JOINT MATERIAL TO BE PLACED BETWEEN BUILDING FOUNDATION AND OUTSIDE � so"mO"ton"
PAVING WHERE THEY ARE CONTIGUOUS. CEDAR OR REDWOOD MAY BE USED.I��`+M1`L'
WWANkM ONG
- _ - NOTE, IF THIS BAR DOES NOT MEASURE IsTHENLL�AWINO IS
NOT TO 'SCALE
5/8" x 24"0 15° O.C. REBAR OPT. A -HAND TOOLED JOINT CONTRACTORS MUST FIELD VERIFY. AL c� PREFORMED KEYWAY OPT. B - SAW CUT WITHIN EIGHTEEN HOURS L CONDITIONS
DRAWN B1': CHECKED BY: DATE-
#3@Iz E/w opr. c -CEDAR OR REDWOOD INSERT #3cIz e/w OF WORK PRIOR TO COMMENCEMENT OF ANY WORK. WNBY:EV
OPT. D - PLASTIC INSERTDPUNs ? o X e e _Q2/26/20I3
- SHEET TITLE
NOTE: FOUNDATION
ANY DISCREPANCIES MUST BE NOTED IN WRITING BEAM
_
TOTHE OWNER AND APPROVED IN WRITING,DETAILS
. '
BEAM DETAILS
DRAWING N &18ER SHEET N0.
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IF THE APPROVED PLANS AP;E
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ENGINEER OF RECORD:
MOGHADDAM ENGINEERING
TEXAS REGISTRATION N0. 43233
TBPE FIRM N0. 13508
2109 SAND MIGUEL DR.
FRIENDSWOOD, TEXAS 7754E
REVISIONS
N0.
DATE
DESCRIPTION
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SCOPE OF THE DOCUMENT
THIS DRAWING INDICATES THE GENERAL SCOPE OF THE
PR0.IECT IN TERNS OF ARCHITECTURAL DESIGN CONCEPT, THE
DIMENSIONS OF THE BUILDING, THE MAJOR ARCNITECTU(tAl
ELEMENTS AND THE TYPE OF STRUCTURAL, MECHANICAL
ELECTRICAL SYSTEMS. AS SCOPE (1000MENTS, THE
DRAWINGS DO NOT NECESSARILY INDICATE OR DESCRIBE ALL
WORK REOUIREO FOR FULL PERFORMANCE AND COMPLETION
OF THE REOUIREHENTS OR THE CONTRACT DOCUMENTS. ON
THE BASIS OF THE GENERAL SCOPE INDICATED OR
DESCRIBED, THE CONTRACTOR SHALL FURNISH ALL ITEMS
REDUIREO FOR THE PROPER EXECUTION AND COMP(ETION OF
THE WORK. TNESE DRAWINGS SHALL NOT BE USED FOR
coHstSUci(oN IaltEss DATED AND NDTED as ISSUED FOR
CONSTRUCTION WORK. THIS DOCUIENT IS THE PROPERTY
OF HgEetd /p%a-aiivr ANO iS NOT TO BE USED, IN
WHOLE OR IN PART, WITHOUT THE WRITTEN AUTHORIZATION OF
fir J � p �/vn f�arYw•icre
WARN�Ni.�.
ff TI11S BAR DOES NOT MEASURE t' TNEN DRAWING IS
NOT TO SCALE
DRAWN BY:
CHEC. D BY:
DATE
DPL/NEV
03/OI/2013
SHEET TIRE
.PLUMBING
RISERS
DRAWING NUMBER
SHEET ND.
P1.1
3
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