HomeMy WebLinkAboutLA PORTE HIGH SCHOOL SITE PLANVINYL BANNERS: PROVIDE DIGITALLY PRINTED BANNERS AT EACH POLE
LOCATION SHOWN ON THE PLAN. PROVIDE TOP AND BOTTOM ALUMINUM
BRACKETS AT EACH LOCATION, BASE SPEC. FROM CITY SITES TWO-WAY
BALL FINIAL STRAIGHT ARM BANNER BRACKET SET.
O
1�
E
DIGITALLY PRINTED
DOUBLE SIDED. \/ I
VINYL BANNERS.
FINAL ARTWORK TBD
Ili
BY DISTRICT. 1'
PROVIDE TOP AND
BOTTOM ALUMINUM
BRACKETS AT EACH
LOCATION.
QUANTITY: 5 (HIGH SCHOOL TOWER, WEST SIDE STUDENT CENTER, SOUTH
SIDE OF COMPETITION GYM, HOME SIDE PRESS BOX, BACK OF SCOREBOARD)
NOTE: CAST ALUMINUM DISTRICT SITE LOGO WITH INTEGRAL COLOR.
CONTRACTOR TO COORDINATE INSTALLATION WITH BUILDING SUBSTRATES.
SOME LOCATIONS WILL REQUIRE ADDITIONAL MATERIAL OR BLOCKING FOR
INSTALLATION. COORDINATE WITH ARCHITECT/DISTRICT BEFORE INSTALLATION.
NOTE: SCOREBOARD LOGO INSTALLATION REQUIRES INSTALLATION OF
PREFORATED METAL PANEL TO STRUCTURE FIRST.
TOTAL QUANTITY: 6 (NOTE: NOT ALL LOCATIONS SHOWN BELOW.
COORDINATE WITH ARCHITECT BEFORE INSTALLATION)
TOTAL QUANTITY: 8 (NOTE: NOT ALL LOCATIONS SHOWN BELOW.
COORDINATE WITH ARCHITECT BEFORE INSTALLATION)
1.—A.
TOTAL QUANTITY: 2 (NOTE: NOT ALL
LOCATIONS SHOWN BELOW.
WITH ARCHITECT BEFORE IN:
30POLE BANNERS 1291 LP SITE LOGO 1281 SITE SIGN TYPE "E" 1271 SITE SIGN TYPE "ID" 1261 SITE SIGN TYPE wC"
I LEGAL DESCRIPTION -
i I i I I LOT 1231 BLOCK 319-322
HCAD # 024-032-001-0016
o /
LA
ORTE HIGH SCHOOL
\\` 01P EAST FAIRMONT PARKWAY
LA PORTE, TEXAS 77571
1
e
e
�ROP TY LIE
SITE PLAN
VISITOR
PARKING 6/A1.02
i
30' FRONT YARD BUILDING SETBACK —
SCOPE OF WORK
Scope of work will consist of the following:
1. New 4,600 SF Building Addition located at
the front entrance of La Porte High School
2. New way finding signage identifying parking
area and building entrances to be installed
throughout the campus including five (5)
LPISD District Logos
3. New exterior student dining area in the area
between the front entrance canopy and
exterior wall of the student center
4. New free standing tower at the corner of the
existing front entrance canopy with the LPISD
District Logo
NO DETENTION REQUIRED PER PUBLIC
IMPROVEMENT CRITERIA MANUAL (PICM).
THE ADDITION IS IN FLOOD ZONE AE
WITH A B.F.E. AT 13 NOT IN THE 100
YEAR FLOOD PLAIN ACCORDING TO
THE FEMA MAP #48201CO945L, DATED
JUNE 18, 2007.
ZONING -MEDIUM DENSITY RESIDENTIAL
(R-2)
ALL EXISTING PARKING TO REMAIN. NO
ADDITIONAL PARKING SPACES REQUIRED.
NEW TREES TO BE DISPERSED ACROSS
HIGH SCHOOL CAMPUS. NO NEW
IRRIGATION SHALL BE REQUIRED.
EXISTING ELECTRIC SERVICE TO BE
UTILIZED IN BUILDING ADDITION.
NEW BUILDING ADDITION TO BE 100%
KING SIZE FACE BRICK AND GLAZING
MATERIALS.
t'=40'-O"
FLOOD STATEMENT
This tract is in Flood Zone AE with B.F.E. at 13 and not
within the 100- year Flood Plain according to the FEMA Map #
48201 C0945L , Dated June 18, 2007.
CITY APPROVING
AUTHORITY CERTIFICATE
'1LPISD - New Building Addition & Improvements"
This is to certify that the City of La Porte, Texas has approved this
site plan and development of LPISD (HS Improvements) in
conformance with the Or ' ances of the City of La Porte,
IB
Director, PlannIng De ar4nent
SITE PLAN ACCURACY CERTIFICATE
I, Sean P. Rooney, am registered under the laws of the
State of Texas to practice the profession of en ineering (or
surveying) and hereby certify at bove sit an is true and
correct.
Sean P. Ro ney
*kAAj Texas Registration No. 91977
................................. I.......,
' SEAN P. ROONEY
191
44pS1;NA �E
PBK ENGINEERING
F-3709
TOTAL QUANTITY: 6 (NOTE: NOT ALL LOCATIONS SHOWN BELOW.
COORDINATE WITH ARCHITECT BEFORE INSTALLATION)
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14 SITE SIGN TYPE 71A7
POLE BANNERS; RE; SPECS
2 6'-0" WROUGHT IRON FENCE; RE SPECS
OREMOVE & REPLACE EXISTING LIGHT
FACTURES WITH NEW; RE MEP/SPECS
.. (ALTERNATE)
® LOCATION OF NEW CAST ALUMINUM SCHOOL
LOGO. RE 29/A1.01 AND SPECS.
SITE PLAN KEYED NOTES
1. FIELD VERIFY EXISTING CONDITIONS PRIOR TO CONSTRUCTION AND NOTIFY
ARCHITECT OF ANY DISCREPANCIES. REMOVE EXISTING TREES AND VEGETATION
2. IN BUILDING AND PAVED AREAS AS REQUIRED.; VERIFY EXACT CONDITIONS ON
SITE
3. EXISTING TREES NOT IN IMPROVED AREAS ARE TO REMAIN, UNLESS NOTED
OTHERWISE PROTECT FROM DAMAGE DURING CONSTRUCTION. VERIFY WITH
ARCHITECT TREES THAT ARE TO BE REMOVED
4. PROVIDE CONCRETE WAU(S AS INDICATED ON PLAN; CONTROL. JOINTS 0
5'-0" O.C. MAX. AND EXPANSION JOINTS 0 20'-0" O.C. MAX. UNLESS NOTED
OTHERWISE; RE CIVIL DRAWINGS. VERIFY JOINT LAYOUT WITH ARCHITECT IN
FIELD
5. REFERENCE MEP SITE PLAN FOR LOCATION OF SHE UGHTING/PLUMBING
REQUIREMENTS
6. FIRE LANES: PAINT CURBS AT DRIVEWAYS ADJACENT TO BUILDINGS SOLID
RED WITH WHITE STENCILED LEITEMNG TO READ 'FIRE LANE NO PARKING".
SIZE AND SPACE LETTERING AS REQUIRED BY LOCAL AUTHORITY HAVING
JURISDICTION AND COORDINATE W/ ARCHITECT
7. REFER TO CIVIL DRAWINGS FOR SHE GRADING AND SUBSURFACE DRAINAGE
SYSTEM
8. REFER TO CIVIL DRAWINGS FOR LOCATION OF CONTROL JOINTS AND
EXPANSION JOINTS FOR CONCRETE PAVED AREAS
9. REFER TO CIVIL DRAWINGS FOR DIMENSION CONTROL PLAN OF DRIVES, CURB
RADIUS. AND BUILDING
10. REFER TO LANDSCAPING DRAWINGS FOR LANDSCAPING LAYOUT
11. PAINTED STRIPES AT PARIONG LOT TO BE 4" WIDE, TYP.
12. All DISIURSED AREAS SHALL BE HYDROMUWHED.
SITE PLAN TYP. GENERAL NOTES
ARCFNrECT
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1113 991-15]t
Architecture
Engineering
Planning
Facility Consulting
11 Greenway Plaza
22nd Mw
Houston, Texas 77046-104
Phorw 713.965.06M
Fax 713.96E"4571
PROJECT NO. 11231
DATE 5/21/12
DRAWN
CHECKED
REVISIONS
ISSl1E FOR CON87RLCTION
GENERAL NOTES
I THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATICN OF ALL
EXISTING UTILITIES PRIOR TO CONSTRUCTION.
2 THE CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING HIMSELF WITH THE
JOBSITE.
3 THE CONTRACTOR SHALL BE RESPONSIBLE FOR SAFEGUARDING AND PROTECTING ALL
MATERIAL AND EQUIPMENT STORED ON THE JOBSITE. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR THE STORAGE OF MATERIALS IN A SAFE AND WORKMANLIKE
MANNER TO PREVENT INJURIES, DURING AND AFTER WORKING HOURS, UNTIL PROJECT
COMPLETION.
4 WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALE
DIMENSIONS. CONTRACTOR `HALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS
AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATION
FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. DIMENSIONS.
SHOWN ARE TO THE BACK CF CURB UNLESS NOTED OTHERWISE,
5 THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED PERMITS
AND CONSTRUCTION INSPECTIONS WITH THE FROM REGULATORY AGENCIES, PRIOR
TO BEGINNING CONSTRUCTION. COPIES OF AL PERMITS SHALL BE SENT TO THE
ENGINEER.
6 CONTRACTOR TO OBTAIN ALL PERMITS REQUIRED PRIOR TO STARTING CONSTRUCTION
OF UTILITIES AND/OR CULVERTS WITHIN RIGHT-OF-WAYS.
7 THE DRAWINGS SHOW AS MUCH INFORMATION AS CAN BE REASONABLY OBTAINED FROM
ON THE GROUND OBSERVATION AND EXISTING CONSTRUCTION DRAWINGS REGARDING
THE ENTIRE TOPOGRAPHY. CONTOURS, SUB -SURFACE SOILS. AS WELL AS THE
LOCATION AND NATURE OF PIPELINES, STORM "EWERS, WATERLINES, NATURAL GAS
LINES, UNDERGROUND GABLES, ETC. HOWEVER, THE ACO&ACY OF OR COMPLETENESS
OF SUCH INFORMATION IS NOT GUARANTEED.
8 THE EXISTING UTILITIES SHOWN WERE PROVIDED BY THE SURVEYOR. THE CONTRACTOR
SHALL VERIFY THE LOCATIONS, SIZES, AND DEPTHS OF ALL UTILITIES. THE CONTRACTOR
SHALL CONTACT 1HE CIVIL ENGINEER IF UTILITIES SHOWN ARE NOT AS SPECIFIED.
9 CONTRACTOR SHALL COMPLY WITH ALL OOCRATIONAI., SAFETY, AND HEALTH ACT
(O.S.H.A.) REGULATIONS.
10 ALL WORK 15 TO BE DONE IN ACCORDANCE WITH APPLICABLE NATIONAL, STATE,
MUNICIPAL, AND LOCAL CODES.
It IT IS THE CONTRACTOR'S RESPONSIBILITY TO SUPERVISE AND COORDINATE ALL WORK
TO INSURE THE PROPER EXECUTION. ALL WORK IS TO BE ACCOMPLISHED IN A NEAT,
WORKMAN LIKE MANNER, AND ALL EXCESS MATERIALS, TRASH AND DEBRIS, ETC.,
SHALL BE REMOVED FROM THE JOB BY THE CONTRACTOR, AT HIS EXPENSE.
12 THE CONTRACTOR SHALL INCLUDE IN HIS BID AS AN INCIDENTAL ITEM FOR THE
REMOVAL OF ANY EXISTING SIGNACE THAT IS IN THE WAY OF THE PROPOSED NEW
CONSTRUCTION. IF REMOVAL OF SIGNAGE 15 NECESSARY, THE CONTRACTOR SHALL
REPLACE SAID SIGNAGE.
13 THE CONTRACTOR SHALL KEEP ALL STREETS FREE OF DIRT, MUD, ETC. DURING THE
COURSE OF CONSTRUCTION.
14 THE CONTRACTOR SHALL NOT LEAVE ANY TRENCHES OR PITS OPEN OVER NIGHT.
THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR KEEPING THE SCHOOL CHILDREN
OUT OF THE WORK AREA.
15 CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES IN THE AREA PRIOR TO COMMENCING
WORK IN ANY RIGHT-OF-WAY OR EXISTING EASEMENT. A VERIFICATION NUMBER FROM
THE ONE -CNN UTILITY COORDINATING COMMITTEE WILL BE REWIRED. (800) 344-8377.
16 CONTRACTOR SHALL COORDINATE WITH APPROPRIATE UTILITY COMPANIES TO RELOCATE
EXISTING POWER POLES) AND/OR UTILITY BOX(ES) OR ANY OTHER UTILITIES AS DEEMED
NECESSARY BY THE ENGINEER, CONTRACTOR SHALL COORDINATE THE RELOCATION
AND PAY ANY FEES. -
17 STRIPING AND CROSS -HATCHING SHAD. BE "TRAFFIC YELLOW" PAINTED LINES, FOUR
(4) INCHES WIDE UNLESS OTHERWISE NOTED.
18 ALL PAVEMENT MARKINGS (OTHER THAN STRIPING 4 CROSS -HATCHING) 5HN1 BE
THERMOPLASTIC.
19 EXISTING PAVEMENTS• CURBS. SIDEWALKS, AND DRIVEWAYS DAMAGED OR REMOVED
DURING CONSTRUCTION SHALL BE REPLACED TO CITY STANDARDS.
20 CONDITION O THE ROAD AND/OR RIGHT-OF-WAY, UPON COMIUTICN OF JOB, SHALL
BE AS GOOD AS OR BETTER THAN THE CONDITION PRIOR TO STARHNG WORK.
21 ADEQUATE DRAINAGE SHALL BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION.
ANY DRAINAGE DITCH OR STRUCTURE DISTUBW DURING CONSTRUCTION SHALL BE
RESTORED TO THE SATISFACTION OF THE OWNING AUTHORITY.
22 WHEELCHAIR RAMPS SHALL BE INSTALLED IN ACCORDANCE WITH CITY STANDARDS
AT ALL INTOLTL IONS WHERE SIDEWALKS EXIST AND THE EXISTING CURB OR
SIDEWALK 15 DAMAGED OR REMOVED WRING CONSTRUCTION.
PAVING & GRADING NOTES
45 THE PAVING JOINT PATTERN IS A SUGGESTED LAYOUT. THE CONTRACTOR MAY ALTER
THIS LAYOUT BY SUBMITTING A DRAWING SHOVING THE PROPOSED JOINT PATTERN
CHANGES AND/OR MODIFICATIONS TO THE CIVIL ENGINEER FOR REVIEW.
46 SAWED JOINTS E TRANSVERSE JOINTS ARE TO BE EQUALLY SPACED BETWEEN
EXPANSION JOINTS.
47 SAWING OF JOINTS MUST BEGIN AS SOON AS THE CONCRETE HAS HARDENED
SUFFICIENTLY TO AVOID EXCESSIVE RAVELING. REFER TO SPECIFICATIONS FOR
ADDITIONAL INFORMATION.
48 THE CONTRACTOR SHALL REFACE ANY DAMAGED AND/OR REMOVED CONCRETE
PAVEMENT, CURB AND/OR WALK TO EQUAL OR BETTER THAN EXISTING CONDITION.
IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO INCLUDE ANY CONCRETE
PAVEMENT, CURB OR WALK REMOVAL AND REPLACEMENT IN HIS BID AS AN
INCIDENTAL TO THE COST OF CONSTRUCTION.
49 THE CONTRACTOR SHALL GRADE THE SITE AS INDICATED BY THE CONTOUR LINES,
DIRECTIONAL ARROWS AND ELEVATIONS SHOWN ON DRAWINGS. ALL GRADING SHALL
VARY UNIFORMLY BETWEEN ELEVATIONS SHOWN.
50 THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONSTRUCTING SILT FENCE OR
PLACING SQUARE HAY BALES AT ALL POINTS WHERE 511ORMVATER RUNOFF EXITS
THE 501001. PROPERTY, AND AT ALL STORM SEWER INLETS AND MANHOLES, TO
PREVENT SEDIMENT CONTAMINATION OF THE EXISTING DRAINAGE ARTERIES AND NEW
STORM SEWERS DURING CONSTRUCTION OF OF THIS PROYCT. REFERENCE
"STORM WATER POLLUTION PREVENTION PLAN".
51 SITE TO BE CLEARED OF VEGETATION AND DEBRIS AS NECESSARY TO COMPLETE
PROJECT OR AS DIRECTED BY ENGINEER. STRIPPINGS, IF CLEM. ARE TO BE
STOCKPILED AND USED AS DRESSING FOR GRADING, OTHERWISE THE STRIPPINGS
SHALL BE OIS11MED OF BY THE CONTRACTOR.
52 EXCESS SOIL FROM CONSTRUCTION SHALL BE REMOVED FROM SITE. Al EXCESS
MERLE, TREES, ANO/OR WA57E MATERIALS SHAD- BE REMOVED FROM THE SITE AND
AND DISPOSED OF PROPERLY. ALL ASSOCIATED COSTS SHALL BE AT THE EXPENSE
OF THE CONTRACTOR,
53 BACKFILL TO TOP OF NEW PAVEMENT OR CURBS WITH CLEAN SOIL FREE OF G1DS.
EAS ALL DISTURBED ARAND ANDS REQUIRING GRADING SHALL Be FINE GRADED.
REMOVE ALL TRASH/OESRIS AND PROVIDE A SMOOTH SURFACE FOR PROPER TURF
MANAGEMENT.
54 WHERE NEW CONCRETE PAVING MEETS EXISTING CONCRETE PAVING, INSTALL 3/4"
SMOOTH DOWELS, (1811 LONG AND I8" C-C). BY DRILLING 8" INTO THE CENTER
OF THE EXISTING SLAB AND EMBEDDING WITH EPDXY. WHEN PAVING UP TO
BUILDING FOUNDATIONS, ALSO INSTAL. IMPREGNATED FIBER BOARD EXPANSION
MATERIAL WITH TOP PULL STRIP FOR CAULKING.
55 PAVEMENT GRADES SHAM VARY UNIFORMLY BETWEEN ELEVATIONS SHOWN.
56 CONTRACTOR TO TAKE NECESSARY PRECAUTIONS TO PROTECT ROOT SYSTEMS OF SHRUBS,
PLANTS, AND TREES ALONG THE AREA OF EXCAVATION. -
57 CONTRACTOR SHALL INSTALL =0 500 ON ALL DISTURBED AND GRADED AREAS.
58 SFLURE PRECAST CONCRETE WMHEFI. STOPS BY DRILLING AND SETTING 04 DOWELS
INTO PAVEMENT,
CIVIL LEGEND
®
PROPOSED "A" INLET (A-1)
FFF
FILTER FABRIC FENCE
IPB
INLET PROTECTION BARRIER
X
EXPANSION JOINT
L
LONGITUDINAL CONSTRUCTION JOINT
LT
LONGITUDINAL -TIED CONSTRUCTION JOINT
T
TRANSVERSE CONTRACTION JOINT
S
SAWED PAVEMENT JOINT
—j
PAVEMENT GRADING ARROW
NOTES AND LEGEND
M •
�• �E OF . 1�' SITE PLAN ACCURACY CERTIFICATE
' � * �' ''•. * � I, SEAN R NEY .' EGISTERED UNDER THE LAWS OF THE STATE OF Texas TO
............. ........................... -'PRACTICE THE PROFES51 N FACIAL G AN EREBY CERTIFY THAT THE ABOVE SITE PLAN IS TRUE
SEAN P. ROONEY AND CORRECT TO THE B T MY K o LET
�. ...............:
91977
�i0�''•..</CENSFO:`�,<v-G P. R NEY
+,hiS�ONAL E�•OTEXAS REGISTRATION No. 91977
01 I -
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FL=10.47E N
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CUT AND PLUG EXIST. PIPE
CONNECTTO
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FL=9.11 t
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FL=9.19
CONNECTTO
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FL=9.04t
20'-12" HDPE
@ 0,44%
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18"-#6 DEFORMED DOWEL 0 18" O.C.;
DRILL E EMBED 6" INTO PVMT. w/ EPDXY CEMENT SEE PLAN
EXIST. CONCRETE PVMT.
„ #3 BARS 0 16" O.C.E.W.
\ / 3/4 REDWOOD BOARD I r4 I/2" MIN.
VARIES
611
3 EXISTING TO PROPOSED PAVEMENT
SEE
BAR 0 16" O.C.
N.T.S.
1/211 TYP.
#3 BARS 0 16" OCEW
NOTES:
I. SLOPE TRANSVERSE SURFACE 1/0 PER FOOT IN DIRECTION OF GENERAL SITE AREA DRAINAGE.
1. FLOAT EDGES 114" MAXIMUM AT CONTROL JOINTS.
3. USE REDWOOD BOARD EXPANSION JOINT W/ #4 SMOOTH BAR W/ LOAD KEY (1011 LONG).
4. REDWOOD BOARD EXPANSION JOINTS ON 15 FOOT CENTERS MAXIMUM.
5. CONTROL JOINT SPACING NOT TO EXCEED FIVE (5) FEET. SCORED, TOOLED OR SAWN
JOINTS SHALL BE 114 THE PAVEMENT THICKNESS BUT NOT LESS THAN ONE (1) INCH.
6. SIDEWALK JOINTS SHALL ALIGN WITH PAVING JOINTS WHEN SIDEWALK 15 ADJACENT TO PAVING.
2 CONCRETE SIDEWALK
)ENE SEALANT)
/ICES
N.T.S.
CONTRASTING COLOR WITH
COLOR ADDITIVE TO CONC.
AS SELECTED BY ARCHITECT
�CONCRETE PAVING
RE: SITE PLAN
WALK C.J.
RAMP SHALL---J
NOT EXCEED
1 IN 12 SLOPE
ESSIBLE RAMP
TOOLED EDGE
\z a..
ILL=1 I 1=III-111=1 11=7 I-�
I_ I-
4 X 10" BENT DOWELS
10" O.C., W/ PLASTIC SLEEVES
3/4" EXPANSION
JOIN'-
_.....
-
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i,(�Ii-T)IIiIIIIII 11-11 FiI
- #3 BARS ® 16" OCEW
- PREPARED SUBGRADE - TYPICAL
N.T.S.
ARCHITECT
PBK .
11 GRZFNWAY PLAZA, 22NO FLOOR
13 9N91}-O�ID�E gW�ItOA
13 961-43)i
STRUCTURAL
Pik 1646 HB
11 O1IEENNAY PL1IA. 221D MOR
.77N 104
10,
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PSK PLAZA. MD �D ii ORON�ATOG3 ]]OM110{FLDOR
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11 GRIMhAT PLAZA, 22ND FLOOR
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TECHNOLOGY
PBK ENGINEERS
11 ORMWAY PLAZAaw22ND R
104
((713 "1H @
]961-A]1
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Architecture
Engineering
Planning
IN ons'
o aaa
F.. F 111
:.....:................................*...�
F SEAN P. R00NEY
A. .....:
91977 ...............::,�Y l
0
I
19 Greenway Plaza
22n1O1 Floor
Houston, Texas 77046 1104
Phone. 713.965.0608
Fax 713.961.4571
PROJECT NO.
11231
DATE
4/20/12
DRAWN
VGC
CHECKED
SPR
REVISIONS
1 907 FiEVIEVII
C1.1
SITE PLAN