HomeMy WebLinkAboutLA PORTE HIGH SCHOOL (2)Ii
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VINYL 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.
E
DIGITALLY PRIMED I o
DOUBLE SIDED I
VINYL BANNERS.
FINAL ARTWORK TBD
BY DISTRICT.
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.
POLE BANNERS 1291 LP SITE LOGO
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SITE PLAN
TOTAL QUANTITY. 6 (NOTE: NOT ALL LOCATIONS SHOWN BELOW.
COORDINATE WITH ARCHITECT BEFORE INSTALLATION)
1'-6.
SITE SIGN TYPE "E"
VISITOR
PARKING 6/A1.02
TOTAL QUANTITY: 8 (NOTE: NOT ALL LOCATIONS SHOWN BELOW.
COORDINATE WITH ARCHITECT BEFORE INSTALLATION)
V-6-
SITE SIGN TYPE "D"
— �— 30_ FRONT YARD BUILDING SETBACK —
LINE•
E. FAIRMONT PARKWAY
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TOTAL QUANTITY. 2 (NOTE: NOT ALL
LOCATIONS SHOWN BELOW.
WITH ARCHITECT BEFORE IM
SITE SIGN TYPE "C"
LEGAL DESCRIPTION —
LOT 1231 BLOCK 319-322
HCAD # 024-032-001-0016
LA PORTE HIGH SCHOOL
301 EAST FAIRMONT PARKWAY
LA PORTE, TEXAS 77571
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.
PROPOSED TREE LIST
Trees
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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 #
48201C0945L , Dated June 18, 2007.
CITY APPROVING
AUTHORITY CERTIFICATE
"LPISD - 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 thSOranices f the City of La Porte.
it
Director, Pla ng De artment
4111•
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.
AVAMra%%%�,
-�..��L OF
O* *j� Sean P. Ro ney
OF r * �� Texas Registration No. 91977
BEAN P..ROONEY
;, •., 91977 .;,,;t
440^ `•::BEN`.: ` ��C
PSK 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 "Af
1 POLE BANNERS; RE; SPECS
2 6'-0' WROUGHT IRON FENCE; RE: SPECS
3 REMOVE & REPLACE EXISTING LIGHT
FIXTURES WITH NEW; RE MEP/SPECS
(ALTERNATE)
O4 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 EXALT 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 WALKS AS INDICATED ON PLAN; CONTROL JOINTS 0
5'-0' O.C. MAX. AND EXPANSION JOINTS O 20'-0' O.C. MAX. UNLESS NOTED
OTHERWISE; RE CIVIL DRAWINGS. VERIFY JOINT LAYOUT WITH ARCHITECT IN
FIELD
5. REFERENCE MEP SUE PLAT FOR LOCATION OF SUE LIGHTING/PLUMBING
REQUIREMENTS
6. FIRE LANES: PAINT CURBS AT DRIVEWAYS ADJACENT TO BUILDINGS SOLID
RED WITH WHITE STENCILED LETTERING 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 SITE GRADING AND SUBSURFACE DRAINAGE
SYSTEM
8. REFER TO CIVIL DRAWINGS FOR LOCA71ON OF CONTROL JOINTS AND
EXPANSION JOINTS FOR CONCRETE PAVED AREAS
9. REFER TO CML DRAWINGS FOR DIMENSION CONTROL PLAN OF DRIVES, CURB,
RADIUS. AND BUILDING
10. REFER TO LANDSCAPING DRAWINGS FOR LANDSCAPING LAYOUT
11. PAINTED STRIPES AT PARKING LOT TO BE 4' WIDE, TYP.
12. ALL DISTURBED AREAS SHALL BE HYDROMULCHEO.
SITE PLAN TYP. GENERAL NOTES
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5)EOIi. TEXAS ]] 46-1104
96851--046]�I
Architecture
Engineering
Planning
Facility Consulting
11 G7eenway Plaza
22W Floor
Houston, Texas 77046-1104
Phones 713.965'0608
Far. 713.961.4671
PROJECT NO. 11231
DATE 5/21/12
DRAWN
CHECKED
REVISIONS
A1.01
SIB PLAN
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GENERAL NOTES
I THE CONTRACTOR SHAD: BE RESPONSIBLE FOR VERIFYING THE LOCATION 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 AFIEi WORKING HOURS, UNTIL PROJECT
COMPLETION.
4 WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALE
DIMENSIONS. CONTRACTOR SHALL 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 OF CURB UNLESS iSS NOTED OTHERWISE.
5 THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED PERMITS
AND CONSTRUCTION INSPECTIONS WITH THE PROPER REGULATORY AGENCIES, PRIOR
TO BEGINNING CONSTRUCTION. COPIES OF ALL 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 OBSQNATION AND EXISTING CONSTRUCTION DRAWINGS REGARDING
THE ENTIRE TOPOGRAPHY, OONTOURS. SUB-SIRFALE SOILS, AS WELL /S THE
LOCATION AND NATURE OF PIPELINES, STORM SEWERS, WATERLINES, NATURAL. GAS
LINES, UNDERGROUND CABLES. M. HOWEVER, THE ACORACY 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 DEPMS OF ALL UTILITIES. THE CONTRACTOR
SAL CONTACT THE CIVIL ENGINEER IF UTILITIES SHOWN ARE NOT A" SPECIFIED.
9 CONTRACTOR SHALL COMPLY WITH ALL OCCUPATIONAL, 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.
11 IT IS THE CONTRACTOR'S RESPONSIBILITY TO SUPERVM AND ORDINATE ALL WORK
TO INSURE THE PROPER EXECUTION. ALL WORK IS TO BE ACCOMPLISHED IN A NEAT,
WORKMAN LIKE MANNER, AND ALL EXCELS MATERIALS, TRASH AND DEBRIS, ETC.,
SHALL BE REMOVED FROM THE JOB BY THE CONTRACTOR, AT HIS EXPEISE.
12 THE CONTRACTOR SHALL INCLUDE IN HIS BID AS AN INCIDENTAL ITEM FOR THE
REMOVAL OF ANY EXISTING SIGNAGE THAT 15 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. MUG), 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 STALL NOTIFY ALL UTILITY COMPANIES IN THE AREA PRIOR TO COMMENCING
WORK IN ANY RIGHT-CF-WAY OR EXISTING EASEMENT. A VERIFICATION NUMBER FROM
THE ONE -CALL UTILITY C00WINAl ING COMMITTEE WILL BE REQUIRED. (800) 344-8377.
16 CONTRACTOR SHALL COORDINATE WITH APPROPRIATE UTILITY COMPANIES TO RE=ATE
EXISTING POWER POLE(5) AND/OR UTILITY BOX(E5) OR ANY OTHER UTILITIES AS OEENED
NECESSARY BY THE ENGINEER. CONTRACTOR SHALL ORDINATE THE RELOCATION
AND PAY ANY FEES. -
17 STRIPING AND CROSS -HATCHING SHALL BE "TRAFFIC YELLOW" PAINTED LINES, FOUR
(4) INCHES WIDE UNLESS OTHERWISE NOTED.
18 ALL PAVEMENT MARKINGS (OTHER THAN STRIPING E CROSS -HATCHING) SHALL BE
THERMOPLASTIC.
19 EXISTING PAVEMENTS, CURBS, SIDEWALKS, AND DRIVEWAYS DAMAGED OR REMOVED
DURING CONSTRUCTION SHALL BE REPLACED TO CITY STANDARDS.
20 CONDITION OF THE ROAD AND/OR RIGR-CF-WAY, UPON CCWWETRCN OF JOB. SHALL
BE AS GOOD AS OR BETTER THAN THE CONDITION PRIOR TO STARTING WORK.
21 ADEQUATE DRAINAGE SHALL BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION.
ANY DRAINAGE DITCH OR STRUCTURE DISTURBED OWING CONSTRUCTION SHALL BE
RESTORED TO THE SATISFACTION OF THE OWNING AUTHORITY.
22 WHEELCHAIR RAMPS SHALL BE INSTALLED IN ACCORDANCE WITH CITY STANDARDS
AT ALL INTERSECTIONS WHERE SIDEWALKS EXIST AND THE EXISTING CURB OR
SIDEWALK IS DAMAGED OR REMOVED DURING CONSTRUCTION.
PAVING S 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 10 THE CIVIL ENGINEER FOR REVIEW,
46 SAWED JOINTS E TRANSVERSE JOINS 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 SPECFICATIONS FOR
ADDITIONAL INFORMATION.
48 THE CONTRACTOR SHALL REPLACE ANY DAMAGED MID/OR RDNOVED CONCRETE
PAVEMENT, CUM AND/OR WALK TO EQUAL OR BEITFR THAN EXISTING CONDITION.
IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO INCLUDE ANY CONCRETE
PAVEMENT, CURB, OR WALK REMOVAL AND RFPIX,EMENT 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 STALL BE RESRONSBLE FOR CONSTRUCTING SILT FENCE OR
PLACING SQUARE HAY BAITS AT ALL POINTS WHERE STORMWATER RUNOFF EXITS
THE SCHOOL PROPERTY. AND AT ALL STORM SEWER INLETS AND MANHOLES, TO
PREVENT SEDIMENT CONTAMINATION OF THE EXISTING ORAINACE ARTERIES AND NO
STORM SEWERS OARING CONSTRUCTION OF OF THIS PROJECT. REFERENCE
"STORM WATER POLLUTION PREVENTION RAN".
51 SITE TO BE CLEARED OF VEGETATION AND DEBRIS AS NECESSARY TO COMPLETE
PROJECT OR AS DIRECIFD BY ENGINEER, STRIPINGS. IF CLEAN, ARE TO BE
STOCKPILED AND USED AS DRESSING FOR GRADING, OTHERWISE THE STRIPINGS
SAL BE DISP);ED OF BY THE CONTRACTOR.
52 EXCESS SOIL FROM CONSTRUCTION SHALL BE RBA04M FRCP SITE ALL EXCESS
DEBRIS. TREES, ANO/OR WASTE MATERIALS SHALL BE REMOVED FROM THE SITE AND
AND DISPOSED OF PROPERLY. ALL ASSOCIATED COSTS SHALL BE AT THE EXPE1,15E
OF THE CONTRACTOR.
53 BACKFILL TO TOP OF NEW PAVEMENT OR CAS WITH CLEAN SOIL FREE OF CLODS.
ALL DISTURBED AREAS AND AREAS REQUIRING GRADING SAL BE FINE GRACED.
REMOVE ALL TRASH/OEBRIS AND PROVIDE A SMOOTH SURFACE FOR PROPER TURF
MANAGEMENT.
54 WHERE NEW CONCRETE PAVING MEETS EXISTING CONCRETE PAVING, INSTALL 3/4"
SMOOTH DOWELS, (18" LONG AND 18" C-C), BY DRILLING 8" INTO THE CENTER
OF THE EXISTING SLAB AND EMBEDDING WITH EPDXY. WHEN PAVING LIP TO
BUILDING FOUNDATIONS, ALSO INSTALL IMPREGNATED FIBER BOARD EXPANSION
MATERIAL WITH TOP PULL STRIP FOR CAULKING.
55 PAVEMENT GRADES SHALL 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 SOLID SOD ON ALL DISTURBED AND GRADED AREAS.
58 SECURE PRECAST CONCRETE WHEEL STOPS BY DRILLING AND SETTING #4 DOWELS
INTO PAVEMENT.
CIVIL LEGEND
®
PROPOSED "A" INLET (A-1)
FFF
FILTER FABRIC FENCE
IPB
INLET PROTECTION BARRIER
X
EXPANSION JOINT
L
LONGITUDINAL CCN57LICTION JOINT
LT
LONGITUDINAL -TIED CONSTRUCTION JOINT
T
TRANSVERSE CONTRACTION JOINT
S
SAWED PAVEMENT JOINT
—>
PAVEMENT GRADING ARROW
NOTES AND LEGEND
p�E•.��•.. ��� SITE PLAN ACCURACY CERTIFICATE
1 *c':• SEJ1N &GA'�54
DUNDERTHEELAWS OF THE STATE OF TEXAS TO
.*.:................................*.Z PRACTICE THEPROFE5512tF
RESY CERTIFY THAT THE ABOVE SITE PLAN IS TRUESEAN P. ROONEY AND CORRECT TO THE B T.......91977......:�C/CENS�� ��t�
••..........•• G�TEXAS REGIsTRATIoN No. 91977
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DRILL E EMBED 6" INTO PVMT, W/ EPDXY CEMENT
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3/4" REDWOOD BOARD A#3 BARS ® 16" O.C.E.W.
VARIES 6
SEE
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0
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\ti \ti. j rl
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TYP.
s
#3 BARS 0 16" OCEW
`REDWOOD EXPANSION JOINT
WITH LOAD TRANSFER DEVICES
ON 12 INCH CENTERS.
NOTFSI
I. SLOPE TRANSVERSE SURFACE 1/4" PER FOOT IN DIRECTION OF GENERAL SITE AREA DRAINAGE.
2. FLOAT EDGES 1/4" MAXIMUM AT CONTROL JOINTS.
3. USE REDWOOD BOARD EXPANSION JOINT W/ #4 SMOOTH BAR W/ LOAD KEY (10" LONG).
4. REDWOOD BOARD EXPANSION JOINTS ON 15 FOOT CENTERS MAXIMUM.
5. CONTROL JOINT SPACING NOT TO D(CEED FIVE (5) FEET. SCORED, TOOLED OR SAWN
JOINTS SHALL BE 1/4 THE PAVEMENT THICKNESS BUT NOT LESS THAN ONE (1) INCH.
6. SIDEWALK JOINTS SHALL ALIGN WITH PAVING JOINTS WHEN SIDEWALK IS ADJACENT TO PAVING.
2 1 CONCRETE SIDEWALK
CONTRASTING COLOR WITH
COLOR ADDITIVE TO CONC.
AS SELECTED BY ARCHITECT
CONCRETE PAVING
RE: SITE PLAN
RE_ CONC.
WALK C.J.
=,III=„I I II i it l l I I I
RAMP SHALL
NOT EXCEED
1 IN 12 SLOPE
�ESSIBLE RAMP
TOOLED EDGE
.3t.
4 X 10" BENT DOWELS
10" O.C., W/ PLASTIC SLEEVES
3/4" EXPANSION
JOINT
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- PREPARED SUBGRADE - TYPICAL
ARCFHTTECT
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11 GNQlM'AY PUT.I 2]NO iLDOfl
13 9M�-0TE 07�/6-1104
13 951-071
STRUCTURAL .._.
PBK ENGINEERS.
11 GREFNWAY PUSA. 218O i R
13 9R6§-0606 �046-1104
13 961 071
MEP ENGINEERS
PBK EMEE NGRS-
11 GREUMAY PLAZA. MD FI"OR
13 9"6§-0�808 I104
R 901—,371
CIVIL.
PBK ENGINEERS .__. ..
11 GRE1111WAY PIMA 3L10 NAOR I
N TEXAS 77 1104
-.1. M.7,
13 961-4371
TECHNOLOGY
PBK ENGINEERS _
11 GREDIWAY PLAZA, REND ROAR
N01V 91A10TE6m 774 TROT
13 961-4671
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Architecture
Engineering
Planning
citify -on
\
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* �V
....................
SEAN P. ROONEY
....................................:.....
�� �`•.. 91977 f
11 Greenway Plaza
22nd 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
907. REVIEW