HomeMy WebLinkAboutLA PORTE HIGH SCHOOL SITE PLANGENERAL NOTES
I THE CONTRACTOR SHALL 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 AFTER 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 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.
ENGINEER. D! DIES OF A pEgh&ITS SHALL BE SENT TOTHE
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 SEWERS, WATERLINES, NATURAL GAS
LINES, UNDERGROUND CABLES, ETC. HOWEVER, THE ACCURACY 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 THE CIVIL ENGINEER IF UTILITIES SHOWN ARE NOT AS SPECIFIED.
9 CONTRACTOR SHALL COMPLY WITH ALL OCCUPATIONAL, SAFETY, AND HEALTH ACT
(O.S.H.A,) REGULATIONS.
10 ALL WORK IS TO BE DONE IN ACCORDANCE WITH APPLICABLE NATIONAL. STATE,
MUNICIPAL, AND LOCAL CODES,
11 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 SIGNAGE THAT IS IN THE WAY OF THE PROPOSED NEW
CONSTRUCTION. IF REMOVAL OF SIGNAGE IS 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 -CALL UTILITY COORDINATING COMMITTEE WILL BE REQUIRED. (800) 344-8377.
16 CONTRACTOR SHALL. COORDINATE WITH APPROPRIATE UTILITY COMPANIES TO RELOCATE
EXISTING POWER POLE(S) 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 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 RIGHT-OF-WAY, UPON COMPLETION 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 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 INTERSECTIONS WHERE SIDEWALKS EXIST AND THE EXISTING CURB OR
SIDEWALK IS DAMAGED OR REMOVED DURING CONSTRUCTION.
PAVING A GRADING NOTES
45 THE PAVING JOINT PATTERN IS A SUGGESTED LAYOUT, THE CONTRACTOR MAY ALTER
THIS LAYOUT BY SUBMITTING A DRAWING SHOWING 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 REPLACE 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 STORMWATER RUNOFF EXITS
THE SCHOOL 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 PROJECT. 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 CLEAN, ARE TO BE
STOCKPILED AND USED AS DRESSING FOR GRADING, OTHERWISE THE STRIPPINGS
SHALL BE DISPOSED OF BY THE CONTRACTOR,
52 EXCESS SOIL FROM CONSTRUCTION SHALL BE REMOVED FROM SITE. ALL. EXCESS
DEBRIS, TREES, AND/OR WASTE MATERIALS SHALL BE REMOVED FROM THE SIZE 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 CLODS,
ALL DISTURBED AREAS AND AREAS REQUIRING GRADING SHALL BE FINE GRADED.
REMOVE ALL TRASH/DEBRIS 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, M-IEN PAVING UP 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 DRILLINGAND 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 CONSTRUCTION JOINT
LT
LONGITUDINAL -TIED CONSTRUCTION JOINT
T
TRANSVERSE CONTRACTION JOINT
S
SAWED PAVEMENT JOINT
-4
PAVEMENT GRADING ARROW
NOTES AND LEGEIW--D
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SITE PLAN ACCURACY CERTIFICATE
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PRACTICE THE
NEY ," EGISTERED UNDER THE LAWS of 7HE STATE of TEXAS TO
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P. ROONEY /
PROFESNGIN'
AND CORRECT
G AN EREBY CERTIFY THAT THE ABOVE SITE PLAN IS TRUESEAM
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#3 BARS ® 16" OCEW
'REDWOOD EXPANSION JOINT
WITH LOAD TRANSFER DEVICES
ON 12 INCH CENTERS.
NOTES:
I. SLOPE TRANSVERSE SURFACE 114" 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 (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 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
10" O.C., W/ PLASTIC SLEEVES
RE: CONC.
WALK C.J.
3/4" EXPANSION .
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RAMP SHALL
NOT EXCEED #3 BARS ®16" OCEW
1 IN 12 SLOPE PREPARED SUBGRADE - TYPICAL
N.T.S. 1 ACCESSIBLE RAMP
N.T.S.
ARCHITECT
PBK
11 GREENWAY PLAZA. 22NO FLOOR
NOU N TEXAS 77046-1104
(713 9615-0608 •&
13 961-4571
STRUCTURAL
PBK ENCMINEERS
11 GREENWAY PLAZA, 22ND FLOOR
HOU�TON TEXAS 77046-1104
(713) 98§-0608 •93
13 961-4571
@MEP ENGINEERS
PBK ENGINEER$
11 GRMAVAY PLAZA, 22ND FLOOR
NOU ON TEXAS 77046-1104
(713�961-0608 '!
(713 981-4571
CIVIL
PBK ENGINEERS
�1I1 GREENWAY PLAZA, 22ND FLOOR
(713) 9N6fi-0603 046-1104
L713) 961-4571
TECHNOLOGY
PBK ENGINEERS
�1I1 GREENWAY PLAZA. 22ND FLOOR
{713) 9615-ODS 77� -1104
713 961-4571
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11 Greenway Plaza
22nd Floor
Houston, Texas 77046-1104
Phonv 713°965° 0608
Fax 713°951°4571
PROJECT NO. 11231
DATE 4/20/12
DRAWN VGC
CHECKED SPR
REVISIONS
90% REVIEW
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SITE PLAN