HomeMy WebLinkAboutBAYSHORE ELEMENTARY SCHOOLCWH Enalneer
GENERAL NOTES
I IM CONTRACTOR "LL BE RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL
EXISTING UTILITIES PRIOR TO CONSTRUCTION.
2 THE CONTRACTOR WALL BE RESPONSIBLE FOR FAMILIARIZING HIMSELF WITH IM
JOBSITE,
3 THE CONTRACTOR SHALL BE RESMIBLE FOR WES.MING AND WZECTING ALL
MATERIAL AND EQUIPMENT SIDRED CN THE JOBSITF- THE CONTRACTOR SHALL BE
RESPONSIBLE FOR THE STORAM OF MATERIALS IN A SAFE AND WORKMANLIKE
MANNER TO PWVW INJURIES. OWING AND AFTER WORKING HUM, LIM PROJECT
CaRITION.
4 WRITTEN DIM86IONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALE
DIMENSIONS. CDNTRACIDR SHALL VERIFY AND BE RESPMSIBLE FOR ALL DINIENSIMS
F AND CMITIONS 014 THE JOB AND THIS OFFICE MUST BE NOTIFIED OF MY VARIATION
ROM THE DIMENSIONS AND CONDITIONS SHOW BY THESE DRAWINGS. DIMENSIONS
S-100 ARE TO THE BACK OF CURB UNLESS NOTED 17THERNIM
5 THE CONTRXIM SRALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED PERMITS
AND CONSTRWrION INSPECTIONS WITH THE FRCIU REGULATORY AGENCIES, PRIOR
TO BEGINNING CONSTRUCTION. COPIES OF ALL PERMITS SKALL BE SENT To
ENGINEER,
6 OONTRACrOR TO OBTAIN ALL PERMITS REQUIRED PRIOR TO STARTING CONSTFMIC11ON
OF UTILITIES ANDVIOR CULVERTS WITHIN RISiT-OF-WAYS.
7 TOPOGRAPHIC -SURVEY BY: ARBORLEAF ENGINEERING 4 SURVEVING, INC.
16000 STEUBM AIRLINE ROAD, SUM 200
SPRING. TEXAS 77379
(281) 665-0678
8 BENCHMW4 HARRIS COUNTY REVE10a MARK W# 010370 - A BRASS DISC STAMPW 010370
ON BRIDGE AT HWY 146 MD TAYLOR BAYOU LOCATED ON UPSIPEAM CaICRM WALK,
ON N-BMD BRIDGE. SCUM OF STREW CENTMIK IN MW SSW IN THE CLEAR
CREEK WAT55HW NEAR STREW A104-00-M ELLY-13.57 (NAVD 88, 2001 ADJ.)
9 CONTRACTOR IS SOLELY RESPONSIBLE FOR CONTACnNG IM SURVEYOR AND VERIFYING
THE BENCHMARK AND ON SITE TBM'S IN THE FIELD.
10 THE MWINGSSM AS KCH INFORMATION AS CAN BE MkWWLY OBTAINED FROM
ON THE GROW OBSERVATION AND EXISTING CONSTRUCTION MWINGS REGARDING
THE ENTIRE TOPOSRAPW. CONTOURS. SUB-SWFACE SOILS. AS WELL AS THE
LOCATION AND NATURE OF PIPEUNES, STORM SEWERS, WATERLINES, NATURAL GAS
LINES, UNOEIZZWUND CABLES, ETC. HOWEVER, THE AMIRACY OF OR CaRETMW
OF 9" INFORMATION IS WT GUAPANW.
I I THE ExisTiNs UTILITIES SHOWN WERE PROVIDED BY THE &SNEYOR. THE CONTRACTOR
SHALL VERIFY THE LOCATIONS, SIM, AND OU'RiS OF ALL U11LITIES. THE WNTRACTOR
SHALL CONTACT TK CIVIL ENGINEER IF UTILITIES SHORN ARE NOT AS SPECIFIED.
12 CONTRACTOR WALL COMPLY WITH ALL O=PATION&, SAFETY, AND HEALTH ACT
(O.S.H.A.) RESLATIONS.
13 ALL WORK IS TO BE DONE IN ACCORDANCE WITH APPLICABLE NATIONAL. STATE,
MUNICIPAL� AND LOCAL CODES.
14 IT IS THE 00NTRArTORS FESPONSIBILITY TO SUPWISE AND COORDINATE ALL WORK
TO INSURE THE FROM MUITION. ALL WORK IS TO BE ACCOMPLISHED IN A NEXT,
WORKM LIKE MANMR. AND ALL MUM MATERIALS, TRASH AND DEBRIS. M..
SHALL BE WAMM f1M THE JOB BY THE CONTRACrOR, AT HIS EXPENSE-
15 THE CONTRACTOR SHALL INCLUDE IN HIS BID AS AN IN61DWAL ITEM FOR THE
REMOVAL OF ANY EXISTING SIGNAGE THAT 15 IN THE WAY OF THE FROPOSED NEW
CaBTRUCTION. IF REMOVAL OF SIG14AGE IS NECESSARY. THE CONTRACTOR SHALL
REPLACE SAID SICNAGF-
16 THE CONTRA= "LL KEEP ALL STREETS FREE OF DIRT. MUD, ETC. OWING THE
COURSE OF CONSTRILICTION.
17 THE WNTRACOR SHALL NOT LEAVE MY IRMHES M PITS OPEN OVER NIGHT.
THE CONTRACTOR SHALL ALSO Be RESPONSIBLE FOR KEEPING THE SCHOOL CHILDREN
OJT OF THE WORK AREk
18 CONTRACTOR SHALL NOTIFY ALL UTILITY COWMIES IN IM AREA PRIOR TO CMAMENCING
WORK IN ANY RMT-OF-WAY OR EXISTING EASEMM A VERIFICATION NUMBER FROM
THE ONF-rXL UTILITY COORDINATING COMMITTEE WILL BE REQUIRED. (800) 344-8377.
19 CONTRACTOR SHALL COORDINATE W11H APPROPRIATE LITILITY COMPANIES TO RELOCATE
EXISTING POW POLE(S) MD/OR UTILITY BCX(E5) M ANY OTHER UTILITIES AS DERM
NECESSARY BY THE ENGINEER. CONTRACTOR 94ALL COOMIRATE THE RUXATION
AND PAY ANY FEES.
20 STRIPING AND CROSS41ATCHING SHALL BE "TRAFFIC YUION" PAINTED LINES, fag
(4) INCHES WIDE UNLESS OTHERWISE NOTED,
21 ALL PAVEMENT KWINGS (Ona 7�!M STRIPING 4 allSS-HATC4110 Wa BE
THEOWPLASTIC.
22 REM TO ARCHITECTURAL SHEETS FOR HANDICAP SIGLAGE.
23 EXISTING PAMENTS, CWBS. SIDMALIPS, AND DRIVEWAYS DAMAGED OR REMOVED
OWING CONSTRLCflCN SHALL BE REPLAM TO CITY STANDARDS.
24 CONDITION OF THE ROAD ANDIOR RIGW-OF-WAY, UPON COMPLETION CF JOE. SHALL
BE AS GOOD AS OR BETTER THAN THE CONDITION PRIM TO STARTING WORK�
2S ADEQUATE DRAINAGE "LL BE MAINTAINED AT ALL TIMES DURING CONSIRLICTION.
MY DRAINAGE DITCH OR STRUCTURE DISTUIM DURiNG CONSTRUCTION SHALL BE
RESTORED TO THE SAT17ACTICN CF THE OWNING AUTHORITY.
26 MELCHAIR RAMPS SRALL BE INSTALLED IN AGCORDMM WITH CITY STMDARDS
AT ALL INTERSECTIONS WHEW SIDEPIALKS EXIST AND THE EXISTING CURB OR
SIOMALK 15 VAMAGM OR ffAM OURINri WNSTRUGTION.
TRAFFIC NOTES
W CONIRAMR SH&L PROVIDE MD $WALL TRAFFIC COWOL DEVICES IN WWORMANCE
WITH PART VI OF THE TEXAS MANUAL ON UNIFORM TRAFFIC CON11ROL MMaS (TEXAS
MUTCD, MOST RECENT EDITION WITH REVISIONS) OWING CONSTRUCTION.
31 NO LMIS SHALL BE CLOSED DURING THE HIM OF 7sOO AM TO 9jO0 AND 4;00 PM TO
6,00 PM MONDAY THRU FRIDAY.
32 NO LANES SHALL BE CLOSED IN RESIMWIAL AREA FROM 7tOO PM TO 7,00 AM.
33 CONTRACTOR 54" MAINTAIN ONE LANE OF TRAWIC IN EACH DIRECTION OWING
WORKING HOURS.
34 CONTRACTOR SHIALL MAINTAIN TRUM LANEW ACCMING TO TRAFFIC CONTROL
PLAN(S) OWING WORKING HOURS.
35 CONTRACTOR SHALL COVER OPEN EXCAVATIONS WITH STEEL PLATES ANCHORED
PROPERLY DURING NON-WMKING HOURS, AND OPO4 LANES FOR NORMAL TRAFFIC FLOW,
36 OFF-OUTY UNIFMAED POLICE OFFICR(S)/FLAGGER(S) ISARE REGUIRED TO DIRECT
TRAFFIC WHEN LANES AM BLOCKED.
37 CONTRACTOR SHALL PREPARE PLANS DRAM TO SCALE ON REIRMLIBLE
WLARS MO SEALED BY A LICENSED ENGINEER IN THE STATE OF TOM AND SUBMIT TO
PLAN REVIEW SECTION FOR APPROVAL TEN WORKING DAYS PRIOR TO IMPLEMENIATICN.
38 APPROVED COPIES CIF "TRAFFIC CONTROL MW' AND LANEISIDEWALK CILOSURE PERMITS
"LL BE AVAILABLE FOR INSKMON AT JOB SITE AT ALL TIMES. COMACTOR MUST
SECURE "LANEAIDDMX CLOSURE PERMITV' f1M CITYS TRAFFIC MANAGEMENT AND
MAINTENANCE BRANCH BEFOM CLOSING A LANE/SIDMALY THE REQUEST MUST BE
KAM AT LEAST THREE BUSINESS DAYS PRIOR TO THE DATE fM WHICH THE CLOSURE 15
SOUGHT. NOIE THAT WORKING HOURS MAY BE RESTRICTED OR THE RECKEST MY BE
DENIED.
U71UTY NOTES
50 THE CONTRACrOR WLL fURNISH ALL MATERIALS, EQUIPMENT, MD LABOR FOR
EXCAVATION, INSTALLATION, BACKFILUNG OF WATER AND/OR SBWR MAINS MD
RELATED APPUIMANCES AS SHOWN CW IM PLANS MWOR DESCRIBED IN THE
SPECIFICATIONS,
51 TK CONWOCIOR SHALL COMPLY WITH O.S.H.A. REGULATIONS MD SrATE OF TEXAS
LAW C40NCMING Dr-WATION. CONTRACTOR SHALL PROVIDE SHEETING, 94ORING
AND BRACING AS NECESSARY TO FRDIFZt MR13" AND EXISTING UTILITIES OWING
ALL PHASES OF CONSTRUCTION.
52 CONTRACTOR SHALL INCLUDE N BASE PROPOSAL ALL COSTS ASSOCIATED
WM DE-WA.11RING WELL POINTING. STABILIZING, ETC. THAT MAY BE
REWIRED TO INSTALL ANY AND ALL UNDERGROUND UrILITIES.
53 BEMING AND BACKFILL 94ALL BE SUBSIDIARY TO THE PAY ITEM FOR PIPE MD
SHALL NOT BE PAID FOR DIRECTLY, REFER TO MAILS. IF VIET SAND CONDITIONS
ARE D40OUNTUM, THE CONTRACTOR SHALL COWArT TK OHM AND ENGINEER
IMMEDIATELY.
54 NORMAL BEIMING AND BACKFILL FOR SANITARY SEVIER LINES "LL BE CLASS "C'.
BEIMING AND BACKFILL FOR SANITARY S15M LINES UNDER OR WMIN 11M (3)
FEET OF PAVEMENT OR STRUCTUZE5 SHALL BE CLASS "W.
55 TK CDNTRACrOR SHALL BE RESPONSIBLE FOR THE SHIPPING AND STORIUS OF ALL
WATER AND MYER MATERIALS. IT SHALL BE IM GONTRACTOR'S RE.SPONSIBILITY TO
EXAMINE RICH MATERIALS AT THE POINT OF DELIVERY AND TO REJEa ALL VISECTWE
MATERIAL. THE WNTRACTOR SHALL REPLACE THE DEFECTiVE MATERIAL WITH SOUND
MAJERIAL AT HIS OWN EOUSE.
56 THE LOADING AND UNLOADING OF ALL PIPE, VALVES, HYDRANTS, MANHOLES AND
DIM ACCESSORIES SH&L BE IN ACCORDANCE WITH THE MANUFACTURERS
FECOMIA&M PRACTICES MD SHALL AT ALL TIMM BE PERFORM WITH CARE
TO AVOID ANY DAMAGE TO THE MATERLAL THE WNTRACTOR "LL LOCATE AND
PROVIDE THE NECESSW STORAGE AREAS FOR MATERIALS AND EQUIPMT.
57 All STORM MYER TO BEREINFORM CONCRETE PIPE A.S.T.M. C-76 CLASS I I I
WITH RUBM GASKET JOINTS. OR HIGH DENSITY POLYETHYLENE CORRUrATW
WERIOR / SMOOTH INTERIOR PIPE AS MANUFACTURED BY ADS. HMCOR OR
APPWVED FMIVMW, MUSS 01HEMISE OR SPECIFICALLY NOTED.
58 HIGH DENSITY POLYET14WE PIPE SMALL BE INSTAUW IN ACCORDANCE WITH
THE RANUFACRIPER'S RBDOMMWATION OR THE RANS/SPECIFICATIONS,
WHICIiEM IS MORE WSTRICTIVF
59 ALL SANITARY SEW SHALL BE MUSTRIZITI) OF SM 26. P.V.C. PIPE AND SHALL
MEET A.S.T.M. SPECIFICATIONS D-3034 (MFE WITH MMM WSKEIS CONFORMING
TO A.S.T.K F-477) UNLESS OTHERWISE KIOW CN RMS; BELL ENDS OF PIPE TO
FACE UPSTREAM.
60 ALL SANITARY SEVVR MANHOLE COVERS MUST INCLUDE ONLY THE WORDS
"SANITARY BMW. MANHOLES SHALL HAVE STAINLESS STEEL INSERTS
ONFLOW PREMTERS).
61 ALL WATER MAINS TO HAVE A MINIMUM OF 4' MR FEET) OF COVER FROM
PROPOSED TOP OF CURB WHEN CONSIRUCTW IN STREET RIGHT -OF- WAY AND
4' MR FEM OF COVER FROM FINISIAW GRAM WHEN MISTRUCTED WITHIN
EASEMENTS. WATER LINES 4" AND LARGER SMALL OONFM TO ALL REQUIRaOM
OF AWWA C900 - DR 18, CLASS 150. 2", 2-1/2" AND 3" WATER LINES SHPLL
C40NFORM TO ALL REQUIREMENTS OF ASTM 0 2241 FOR M PIPE MD BE PRESSUM
RAM AT 200 P.S.I. WITH A STANDARD DIMENSION PATIO (SDR) OF 21 FOR CLASS
200 FOR BOTH BARREL AND BELL DIMENSIONS. WATER LINES SMALLER THAN 2'
WU CONFORM TO ALL REQUIREMENTS OF SCHEDULE 40.
62 PIPE SLEEVES AIM TO BE 6" PVC, SCHEDULE 40 PIPE CAPPED AT EACH END. THE
TOP OF THE PIPE SIEVE SHALL BE 1211 TO 18" BELOW THE WrrCM OF CONCFETE
PAVEMENT OR WALK. EACH END SHALL D(TW A MINIMUM OF TWO (2) FEET BEYOND
7K EDGE OF COXRETE PAVEMENT OR WALK. LOCATION OF EACH END TO BE MARKED
IN CURB OR PAVEMENT WITH BM BOLTS.
63 ROOF DRAIN AND DOWNSPWT COLLECTOR LINES SHALL BE M, SOR-26 PIPE CASTM
D2240 OR SCH. 40 PIK LAID AT A MINIMUM GRADE OF 0.50Z UNLESS NOW
OTHERWISE. COLLECTOR LINES "LL BE SIZE ON SIZE AND 6" MINIMA FOR DOWNSPOUTS.
ONCE TWO OR MORE ROOF DRAINS/ DOWNSPOUTS ARE CONNECTED THE COLLECTOR LINE
(RD) SHALL BE 12" UNLESS NOTED OTHERWISE. NO 90P BENDS SHALL BE USED. ALL
BENDS IN THE LINES SHALL BE MADE WITH EITHER "WYES" OR DOUBLE 45P BENDS. REFER
TO THE ARCHITECTURAL SHMTS FOR EXACT LOCATIONS OF GUTTER DOWNSPOUTS AND/OR
MEP SHEETS FOR EXACT LOCATIMS/SIZES OF ROOF MINS WIAERE DOINNSPOUr
CaLECM AM LOCATED IN PAVED AREAS, PROVIDE A 241-X241- BLOCKOUT AROUND
PIPE. FEFER TO DETAILS.
64 THE CONTRACTOR SHALL INSTALL DRIVEWAY CUOVERT(S), SET'S, ANDJUNCTION BUMS)
IN AXWMCF. MTH TEXAS DEPARTMENT OF TRANSPOWATION (TXDOT) CRITERIA,
TXDOT WILL ESTABLISH THE FLMINE AND SIZE OF THE CLLVEK.
65 CONTIR.ACIOR WALL PROVIDE A MINIMUM OF e (SIX INCHES) VERTICAL CLEARANCE
AT STORM SM AND WATER LIKE CROESINGS AND AT STORM SEWER AND SANITARY
SEWER CROSSINGS, AND A MINIMUM OF 12" (IMW INCHES) VERTICAL axARANcE
AT WATER LINE AND SANITARY SMER CRMINGS.
66 MARK LOCATIONS OF ALL CABLE AND MS+1ONE LINES EXTENDING BENEATH
PAVING BY SETTING A 60D GALVANIZED NAIL FLUSH WITH TOP OF CURB (OR TOP OF
PAVEMENT WERE THERE 15 NO 0M).
67 CONNECrION TO EXISTING MANHOLES / INLETS SHALL BE MADE IN A NEAT AND
WORKMANLIKE MANNER. NOWSHRINK GIRAIT SHAU. BE USED TO SEAL THE
CONWION ON BOTH THE INSIDE AND OUTSIDE OF EXISTING MANHOLES /
INIZIB. ANY DAMAGE TO EXISTING STRLCTURBS WM BE REPAIRED BY THE
CCNTWOR AT NO ADDITIOX COST TO THE OWNER.
6B THE CONTRX7OR NiALL BE FULLY REMSIBM FOR ANY AND ALL DAMII& TO
EXISTING PLBLIG OR PRIVATE UTIL11Y LINES, INCLLIDING BUT NOT LIMITED TO WATER
LINES, WASTEMM CaLS91ON SYSTEMS AND STORM SEWERS, DURING CONSTRUCTION.
ALL DAMAGES SHALL BE REPAIRED AT HIS EXPENSE AND IN ACCORDANCE WITH IM
AUTHORITY HAVING JURISDICTION MD/OR AS DIRECTED BY THE ENGINEER.
69 EXISTING LITILITIES SHAILL REMAIN IN SERVICE DURING THE WNSIRUCTION PERIOD.
UNTIL SUCH TINE THAT NEN UTILITIES CAN BE RAM OPERATIONN..
70 REFER TO THE M.E.P. SiMM FOR D(ACT LOCATIONS OF WATER, FIRE, CAB AND SANITARY
SM CONNECTIONS AT THE BUILDING.
71 REFERMCE M.B.P. SHEETS FOR REMOVAL ANDIOR REROUTING OF MY ELECTRICAL
SERVICES OR ANY UTILITY LINE WX ORAIN. SANITARY SM. ETC.) THAT LIES
UNDER A PROPOSED STR11MUE
72 UTILITY WWRACTOR SHALL PROVIDE TDAPORNRY SILT BARRIER Ma ON ALL NON -CURB
INLETS WHICH WILL MAIN IN PLACE AMR LNOERSUM C04TRACT 15 WNPLETE.
73 CONTRACTOR StALL PROVIDE SILT BARRIER FENCE ON ALL STAGE I CURB INLETS.
74 THE CONTRACTOR SMALL INULIDE IN THE PROPOSAL AN IMOWAL AMOUNT FORTHE
SM CUTTING. MWAL AND REPLACEMENT OF FAVEMEW AT ALL LOCATIONS WERE
FROPOSED UTILITIES ORCS5 EXISTING PAVEMENT, WHETHER SM ON THE DRAWINGS
OR NOT. IM CONTRACTOR SHALL MATCH THE EXISTING PAVEMENT TYPE, THICKNESS
AND GRADES.
75 WHEN CONNECTING TO EXISTING SANITARY SEWERS OR STORM DRAINAGE SYSTEMS,
THE CONTRACTOR "U START AT THE OMSTREAM END AND WORK UPSTREAM.
THE CONTRACTOR SHALL ALSO VERIFY 'THE ELEVATIONS OF THE UPSTREAM AND
DOWNSTREAM CONNECTIONS PRIOR TO STARTING WORK. IF ELEVATIONS ARE Nar
AS SHOWN ON THE DRAWINGS, CONTACT THE ENGINEER. UNDER NO
CIRCIAMSTANCES SiAtl THE CONTRACrOR START UPSTREAM MO WORK
DOWNSTREAM, PIPE S-1ALL BE INSTALLED WITH TfiE SM I ATTHF.UPSTREAM
END.
76 TELE14M COMPANY FACILITIES MAY EXIST ON THE FROPEInY. THE CCNTRAaOR SHALL
MENRIF THE Wa LOCATION BUM COMMENCING WORK, AND AGREES TO BE FLILLY
RESPONSIBLE FOR ALL DAMASS WHICH MIC44T BE OCCASIONED BY A FAILURE TO
EXAMY LOCATE AND PRESERVE THESE UNDERASROUND UTILITIES. THE CONTRACTOR SHALL
CAL (800) 344-8377 A MINIMUM OF 48 HOURS PRIOR TO WNSTRUCTION TO HAVE
LWWZROW UNES FIELD LOCATED. WHEN EX(AVATING WITHIN EIGHTEEN INCHES (18") OF
THE INDICATED LOCATION OF TELEPHONE FACILJTIES, ALL EXCAVATIONS MUST BE
ACCOMPLISHED USING NON-AIECHANIZED EXCAVATION PROCEWRES. WHEN BORING THE
CONTRACIVR SHALL DOM THE TELEMONE FACILITIES. VMM TE.E1+m FACILITIES
AM EMBED, IM CONTRACTOR SHOULD PROVIDE SLIPPMT TO PREVENT DAMAGE TO THE
CONDUIT DUCTS OR CABLES, YMM EXCAVATING NEAR TIELEWORE FOLES THE CaMCTOR
SHALL BRACE THE FOLE FOR SUPW.
77 CAUTION: UNDERGROUND CAB FACILITIES
GAS LINES (TO INCLWE UNIT GAS TRANSMISSION MD/OR INDUSTRIAL GAS SIMLY
CORPORATION MiM APPLICABLE) MAY EXIST ON THE PROPERTY. SERVICE LINES
ARE USUALLY Wr SHOWN. THE CONTRACTOR SHALL CONTACT THE LITILITY
COORDINATING COMMITrEE AT 811 OR (800) 669-8344 A MINIMUM OF 48
HOURS PRIOR TO COISTRUCTION TO HAVE MAIN AND SERVICES LINES FIELD LDCATED.
- WHEN GAS LINE MARKINGS ARE NOT VISIBLE CALL (m) 967-aO37 MOO Am-4:3o nQ
FOR STATUS OF LINE LOCATION REQUEST BEFORE EXCAVATION BEGINS.
a WHEN MAVATING WITHIN 1811 OF THE INDICATED LOCATION Of GAS FACILITIES,
ALL EXCAVATION MIST BE ACCOMPLISHED USING NON-WaIMIZED EXCAVATION
PROCWURES.
a VIS GAS FACILITIES ARE DO= SUFFICIENT SUPM VIUST.BE PROVIDED
TO IM FACILITIES TO PREVENT EXCESSIVE STRESS ON IM PIPING.
THE CONTRACTM IS fLLLY RESPONSIBLE FOR ANY DAK66M CAUSED BY HIS
FAILLIRE TO EXACTLY LOCATE AND PRESERVE THESE UNDERSO" FACILITIES.
78 WARNING. OVERHEAD ELECTRICAL FACILITIES
OVEIN[W LINES WAY EXIST ON IM PROPEM. THESE LINES ARE CLEARLY VISIBLE,
AND IT 15 THE CONTRACTOR'S FESPONSIBILITY TO LOCATE THEM PRIOR TO BEGINNING
ANY OONSTRMON. TOM LAW, SECTION 752, HEALTH 4 SAFM CODE, FORBIDS ALL
ACTIVITIES IN WHICH PERSONS OR THINGS MAY CDW WITHIN 6' OF LIVE OVERHEAD
HIGH VOLTAGE . -:14ES. PARTIES RESPONSIBLE FOR THE WORK. INCLUDING CONTRACTORS,
ARE LEGALLY RESPONSIBLE FOR THE SAFETY OF CONSTRUCTION WORKERS UNDER THIS
LAW. THIS LAW CARRIES BOTH CRIMINAL AND CIVIL LIABILITY. TO ARRANGE FOR LINES
TO BE TIMM OFF OR REMOVED CALL POMP COMPANY AT (713) 207-= (CUITERPOINT).
WARNINGi UNDERGROUND ELEMICAL FACILITI
UNDERGMURD ELECIVICAL FACILITIES MAY EXIST ON IM PROPERTY. AT LEW 48 HOURS
PRIOR TO CONSTRUCTION. CALL THE UCC AT 811. OR TOLL FREE AT
(WO) 669-8344. TO VERIFY THAT NO UNDMGROUND FACILITIES EXIST.
79 ALL. UNDERGROUND PIPE SHALL HAVE A 12 CAUSE METALLIC IRAM WIRE
RUNNING THE FULL LENGTH OF THE PIPE. TRACER WIRE SHALL BE TAPED TO
THE PIPE AT INTERVALS NOT TO EXCEED 15 FEET USING DLJCr TAPE.
PAVING & GRADING NOTES
80 THE PAVING JOINT PATTERN 15 A SUGGESTED LAYOUT. THE CONTRACTOR MAY ALTER
THIS LAYOUT BY SUBMITIING A OWING SHOWING THE PROPOSED JOINT PATTERN
CHANGES MWOR MODIFICATIONS TO THE CIVIL ENGINEER FOR REVIEW.
fil REFERENCE THE ARCHITECTURAL SITE PLAN FOR SIDEIVALK JOINT PATTERN.
82 THE INLEWMANHOLES SHALL BE COORDINATED W11H THE LOCATION OF PAVEMENT
JOINT PATTERN WITHIN PAVEMENT AREAS.
83 EXPANSION JOINT MATERIAL SHALL BE PLACED BETWEEN THE BUILDING AND PERIMETR
COM7E FAVING. MAL JOINT AS REWIRED FOR PAVING JOINTS.
84 REFER TO STRUCTURAL FOR ANY DMIS REQUIRED TYING IM BUILDING FOUNDATION
AND ADAAMff CONCRETE PAVING TOGETHER.
85 SUM JOINTS 4 TRANSVEM JOINTS ARE TO BE EQUALLY SPACED BETWEEN
WANSION JOINTS.
86 SWING OF JOINTS MUST BEGIN AS SOON AS THE CONCRETE HAS HARDENED
SUFFICIDITLY TO AVOID D(CESGIVE RAVELING. REFER TO SPECIFICATIONS FOR
ADDITIONAL INFOINATION.
87 THE CMW-70R "LL REPLAa ANY DAMAGED AND/OR REMOVED CDNCRM
PAVEMENT. CURB AMD/OR KALK TO EQUAL OR BETTER THAN EXISTING CONDITION.
IT SHALL BE THE COITRACTORS RESPONSIBILITY TO INCUDE ANY CIONCRM
PAVEMENT, CURB OR WALK REMOVAL AND RMACEWWT IN HIS BID AS AN
INCIDENTAL TO THE COST OF CONSTRUCTION.
88 C40NQZM FAVENIENT SHALL BE PLACED DIRECTLY ON 8H CMACTED STABILIZED
SUBGZAM. NO SMD CUSH1014 MAY BE USED. STABILM SUIGRAM SHAa DMD
A MINIMUM OF TWO (2) FEET BEYOND BACK OF CURB ANWOR EDGE OF PAVEMENT.
SLBSWE CONTENT SHALL BE 6Z LIME BY WEIGHT.
89 THE CONTRACTOR SHALL SWE IM SITE AS INDICATED BY THE CONTCUR LINES.
DIRECTION& ARM AND ELEVATIONS SHOWN ON DRAWINGS. ALL SWING SHALL
VARY UNIFORMLY BETWEEN ELEVATIONS SHOWN.
90 DITCH MD SNALE SIDESLOPES -41ALL BE 4:1 (HORZzVERT) FROM FLOWLINE OF
DITCH OR SWALE TO THE TOP OF BMK UNLESS NOTED 171HERVIISF
91 AT ALL DOORWAYS, THE LANDING SHALL SLOPE AT A MAXIMUM OF 29 AWAY FROM
DOORWAY FOR A MINIMUM OF 5 FEET. MATCH FINISH FLOOR fIEVATICN AT FACE
OF DOORWAYS.
92 THE CONTRACTOR SHN.L BE RESPONSIBLE FOR CONSTRUCTING SILT FBU OR
PLACING SQUARE HAY &AM AT ALL POINTS WHERE STORMATER RUNOFF EXITS
THE 50400L PROPERTY. AND AT ALL SM SEVIER INLETS MD MANHOLES. TO
PREVENT SEDIMENT CONTAMINATION OF 1K EXISTIM DRMNAGE ARTERIES AND NEW
SrORM SEVIM DURING C04STRUCTION OF OF THIS PROJECT. REFERDa
"STOR4 WATER POLLUTION FREVENTION PLAN".
93 SITE TO BE CLEARED OF VEGETATION AND DEBRIS AS NECESSARY TO 00NUM
PWUSCT OR AS DIRB= BY ENGINEER. STRIPPINW, IF CILEM, ARE TO BE
STOCKPILED AND LISM AS ORMING FOR SWING, 01HERVIISE THE STRIPPOIGS
SHN1 BE DISP�ISM OF BY THE C04TRACTOR.
94 ALL EXCESS DEBRIS, TREES, AND/OR WASTE MATERIALS SHALL BE
REMOVED FROM THE SM AND DISPCSED OF PROPERLY. ALL ASSOCIATED
COSTS SHALL BE AT THE DMSE OF THE CONTRACTOR,
95 BACKFILL TO TOP OF NEW PAVEMENT OR CUREG WITH CLEM SOIL FREE OF U=.
ALL DISTURBED ARE* AND AREAS REQUIRING SWING StALL BE FINE GRAM.
RUM ALL TRASHIDEBRIS AND FROVIDE A SM=H SURFACE FOR PROPER TURF
MANAGEMENT, HYDRMLCH DISTURBED ARMS NOT NOW TO BE SOLID SM OR AS
DIRECTM BY THE ENGINEER.
96 WHERE NEW C40NCRETE PAVING MEETS EXISTING GONIuREI PAVING. INSTALL 3/41'
SMWM OCAMS, (18" LONG AND 18" rC), BY DRILLING 8" INTO THE CENTER
OF THE EXISTING SLAB AND FAVWDING WITH VOW. WHEN PAVING LIP TO
BUILDING FOUNDATIONS. ALSO INSTALL IMPREGNATED FIBER BOARD EXPANSION
MATERIAL WITH TOP FULL STRIP FOR CAULKING.
97 PAVEMENT GRADES SHNIL VARY UNIFORMLY BETWEEN ELEVATIONS SHOWN,
98 MASS ISLANDS SHALL BE BACKFILIM TO TOP OF CURB. PROVIDE MINIMUM 3Z
GRAM UP TO CENTER OF ISLAND TO PROVIDE ADEQUATE SHMFLON OVER TOP OF CURB.
99 MaM PRECAST WNCR�M *M STMS BY DRILLING AND SETTING #4 DOVES
INTO PAVEMENT.
100 FILL AREAS NOW ON PLANS SHALL BE FILLED IN LAYERS NOT memms a" IN mm
AND EACH LAYER COMPACMD TO NOT LESS THAN 95Z STANDARD PROCTOR DENSITY.
FILL AREA SHALL BE SEEM AND FERTILIZED WITHIN 10 WORKING DAYS.
101 CaPAaOR TO TAKE NECESSARY PRECAMIONS TO PROTECT ROOT SYSTEMS OF SHRUBS.
PLANTS, AND TREES ALONG IM AREA OF MWATION.
102 C04TRACrOR WALL INSTAU A GRASS SOLID SOD ADJACENT TO ALL CURBS, DRIVES
AND /OR WN.KS.
103 MATCH ALL ELEVATIONS WHERE PROPOSED PAVEMENT ADJOINS EAST4NG
PAVEMENT
I CIVIL LEGEND I
PROPOSED cwouR
PROPOSED CATCH BASIN (C-1)
PROPOSED "A" INLET (A-0
9
PROPOSED "V INLET (e-0
0
PROPOSED STORM WHOLE W/ GRATE TOP
0
PROPOSED KMHOLE
m
PROPOSED H-2 OR JAalON BOX INLET
rw
CATE VALVE 4 BOX
— — — —
PIPE Sam
-1"1\
PROP. 450 EL
m�
TAPPING SUM 4 VALVE
TC;
TOP OF CURB ELEVATION
TP
TOP OF FAVSW ELEVATION
TG
TOP OF GRATE ELEVATION
TR
TOP OF RIM (hMHOLE)
FG
FINISH GM ELEVATION
FL
FLOWLIM ELEVATION
TFL
THROAT FLaRLINE ELEVATION ("E" INLET)
FH
FIRE HYDRANT
MIN
MANHOLE
00
CLEAN OUT
DCO
DOUBLE CLEM OUT
NIC
NOT IN CONTRAL7
RD
ROOF DRAIN COLLECTOR
G/
GATE VALVE
SIM
STORM SM
SM
SANITARY SM
KP
REINFORCED CONCRETE PIPE
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ACKNOWLEDGMENT EXECUTION
IN TESTIMONY WHEREOF, THE LA PORTE INDEPENDENT SCHOOL DISTRICT HAS
CAUSED THESE PRESENTS TO BE SIGNED BY KATHY GREEN, ITS PRESIDENT,
THEREUNTO AUTHORIZED, ATTESTED BY ITS SECRETARY (OR AUTHORIZED TRUST
OFF%,�), BILL SNEAD, AND ITS COMMON SEAL HEREUNTO AFFIXED THIS
2� DAY OF 1AWW .1 2009
LA PORTE INDEPENDENT SCHOOL DISTRICT
BY: K��t -
TATHY GREEN, PRESIDENT
ATTEST: Aw.-e juz�
7-- � ILL SNE , SECRETARY
8
CITY APPROVING AUTHORITY CERTIFICATE
THIS IS TO CERTIFY THAT THE CITY PLANNING AND ZONING COMMISSION OF THE
CITY OF LA PORTE, TEXAS HAS APPROVED THIS SITE PLAN AND DEVELOPMENT OF
BAYSHORE ELEMENTARY IN CONFORMANCE WITH THE LAWS OF THE STATE OF
TEXAS AND THE ORDINANCES OF THE CITY OF LA PORTE.
v 0 wSt WRCIM.11-
m H�m
ATTEST:
yl;am
-SEtRtTAR�,'L"6RfE
PLANNING AND 70NING
COMMISSION
DIrECTOR, LSP" PLANNING
DEPARTMENT
CHAIRMAN, L-A PORTE PLANNING
AND ZONING COMMISSION
VICINITY MAP
N.T.S.
BUILDING MATERIAL LEGEND/NOTE:
BRICK VENER, MODIFIED BITUMEN ROOF 4 ALUMINUM
WINDOWS.
100% MASONRY/GLASS PRODUCTS (ALL SIDES)
NOTES TO CONTRACTOR:
CONTRACTOR TO PROVIDE AND INSTALL 4" DOMESTIC, WATER METER. METER MUST
BE NEPTUNE TRU/FI-0 EQUIPPED W/ R9001 PIT MIU. CONTRACTOR IS RESPONSIBLE
FOR WATER AND SANITARY SEW TAPS. CITY OF LA PORTE TO INSPECT WATER
AND SANITARY SEWER TAPS. CONTACT MR. CURTIS HERROD AT (280-471-9650 TO
COORDINATE INSPECTION OF THE TAPS. -
00 NOT CONNECT TO 10" WATER LINE NEAR STATE HIGHWAY 146.
00 NOT CONNECT TO 8" WATER LINE NEAR MGGABE.
THIS DEVELOPMENT 15 SUBJECT TO A "DEVELOPER'S AGREEMENT" AND SPECIAL
CONDITIONAL USE PFRMIT#SCU07-004 FOR THE LAKES AT FAIRMONT GREENS
SUBDIVISION,
OWNERS CERTIFICATE
I (OR WE), LA PORTE AS OWNERS OF THE AGRE TRACT DESCRIBED IN
THE ABOVE AND FOREGOING SITE PLAN OF BAYSHORE ELEMENTARY DO'HFREBY
ESTABLISH SAID DEVELOPMENT OF SAID PROPERTY ACCORDING TO ALL LINES,
DEDICATIONS, RESTRICTIONS AND NOTATIONS ON SAID SITE PLAN. I (WE)
FURTHER CERTIFY THAT ALL IMPROVEMENTS SHOWN ON SAID SITE PLAN SHALL BE
CONSTRUCTED IN THE LOCATIONS SHOWN.
FURTHER, OWNERS AGREE TO KEEP ALL OF THE PROPERTY WITHIN THE
BOUNDARIES OF THIS SITE PLAN AND ADJACENT TO ANY DRAINAGE EASEMENT,
DITCH, DRAINAGE WAYS AND EASEMENTS CLEAR OF FENCES, BUILDINGS,
PLANTING AND OTHER OBSTRUCTIONS TO THE OPERATIONS AND MAINTENANCE OF
THE DRAINAGE FACILITY AND THAT SUCH ABUTTING PROPERTY SHALL NOT BE
PERMITTED TO DRAIN DIRECTLY INTO THIS EASEMENT EXCEPT BY MEANS OF AN
APPROVED DRAINAGE STRUCTURE.
SITE PLAN ACCURACY CERTIFICATE
1, JASON J. HULL, AM LICENSED UNDER THE LAWS OF THE STATE OF TEXAS TO
PRACTICE THE PROFESSION OF ENGINEERING AND HEREBY CERTIFY THAT THIS
SITE PLAN 15 TRUE AND CORRECT: AND THAT ALL BEARINGS, DISTANCES,
ANGLES, CURVE RADIUSES, ANOCENTRA ANGLES MLY SHOWN ON
THE SITE PLAN.
JP
N ,
'JASON JPULL, P.E.
TEXAS LICENSE NO, 99189
FLOOD STATEMENT
THIS PROPERTY 15 LOCATED IN ZONE "X" SHADED, PER
FEMA LOMR-F CASE No. 08-06-0634A DATED FEBRUARY
29, 2008,
LEGAL DESCRIPTION
TRACT IA ABSTRACT 30 IN P HARIS SURVEY
HARRIS COUNTY, TEXAS
TYPE 0 F DEVELOPMENT: INSTITUTIONAL
NAME OF DEVELOPMENT: BAYSHORE ELEMENTARY
ZONING: PLANNED UNIT DEVELOPMENT (PUD)
OWNER/OEVELOPER: LA PORTE I.S.D.
I
ADDRE55:
LA PORTE� TX
PBK - Civil Group
11 0�v
77 P
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713.111ROWS
713.961.4UI
MEP EnglInser
PBK - MEP Group
11 0�way P[m. Suft 2210
"M 77048
713 MAL
713.961.4571
Structural En&eer
POK - Structural Group
11 Q�wqy Pl=. Sufto 2210
Ho"W"' TX 77046
713.965.0=
713MI A571
Food Service Consultants
MMunzl & Associates
21830 T#h1U OH"
RHO TX 77388
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211I.M.5939
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League, City, Tom 77573-2700
Phom 2111-334-4757
FaIr 281-334-SM
08225
01/12/09
ISSUE DATE:
02/24/09 1
CIVIL AND STRUCTURAL PACKAGE I
,ISSUE FOR CONSTRUCTION I
col
CML NOTES
AND LEGEN.E3.0.
6?- 830.,7
CONSULTANTS
City of LaPorte
Monument #62
4? A�
NOTES:
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1. The Surveyor has relied upon Title Commitment effective date January 04, 2009,
and issued January 19, 2009, prepared by Stewart Title Company, GF 09114538,
for title information in preparing this survey.
2. The Benchmark for the Elevations shown on this survey is Harris County Reference
Mark 010370, Elevation 13.57, NAVD 1988, 2001 Adjustment.
3. According to FEMA Panel 48201CO945L, dated June 18, 2007, this tract is
designated Zone AE with a base flood elevation (BFE) stated as 11.
According to LOMR #08-06-0634A due to fill, the cross hatched portion of this
tract is designated Shaded Zone X.
4. Underground lines shown are from both existing maps and surface features.
5. The basis for the bearings in this survey is the north line of McCabe Road
being N89*49'39"W as found in previous deed.
�O
.10
.10
Surveyor's Certificate
I haniby cwtWy Md I ftm prepamd M pkrt ilhovn = actiml
smW and OW ft kiriprovwnwift � = Mom havw. &oipt w
nvy be shom Imm thwe are w wwnxwhmw4s an ft propwiti,
7ft PWWW*nd MFWOR C*nft= ft TOM S"W Of RVftAiXW
&NWYON 071111119017 1A auxlIffan 11 &"W
WONW E Saft MILS 1962 ........
A-b~ &V&Wwft & C ONE
16000 Sb~ ANOW R=4 200
*ft Tom 77=0
Revised January 23, 2008 to show
LOMR Information
BBinga2D.1191 acre (called 20-119 acre)tract of land located IntheW. P. Harrisairvey Abstract 30, La
Porte, HarrisCounty, Texas and being known as pbrcel 10 in that certain deed recorded in HOF
L798941 of the Deed Fecordsof HarrisODurity, Texss� and being more particularly described by mates
and boundsasfollows:
BMNNINGat the southwest corner of the called 2D.119 acre tract, said point being the Intersection of
the east fine of the right of wayfor Sate Highway 146 (based on awidth of 352 77) and the north line
of McCabe Road (based on a width of BY), said point being a 5/8' iron rod found for comer,
TH34M N237T22'Ealong the west line of the called 20.119 sare tract and the east line of Rate
H"ay 146 a distance of 70B.52 feet to a 518" Iron rod with COP Set for the point of airve of a curve to
the left, from which the remains of a crushed concrete right of way marker were found 04 northeast;
THNQE along said curve to the left, along the east line of Sate Highway 146, sold curve having a central
angle of 03'31'2:r, a radius of 5,9W.03 feet, an are length of 363.15 feet, and a chord which bears
N21'4(Y0Ir E363.10 feet to a 518" iron rod with cap ad for the northrimost comer of the tract herein
described, said point being the Intersection of the east line of sale Highway 146 and the southwesterly
line of that certain 1 10foot wide easement granted to HardsOciunty InWIume6542, PtIW439of the
Deed Fecordsof Hards0bunty, Texas; from which a 518" iron rod with cap starripec!"5buth Texas
Sirveying'wasifound bearing N11W464TWO.25feet;
TKNOEST1918'Ealongthe northerly line of the called 20.119 acretract End the southerly line of the
Hanis(bunty easement referenced above a distance of 562.61 feet to a 51fr Iron rod with cap set for
corner at an w4e point In the said easement:
TH34CES35W35'Emntinuing along the northeasterly line of the called 20.119 acre tract and the
southwesterly line of the Harris0ounty, easement a distance of 651.96 fed to a 5/8' iron rod vvith cap
set for comer at an angle point In the said easement;
TFENCEM0*41"! 6'Ealong Ihe east line of the called 20.119 acre tract and the west line of the said
Harris County easement a distance of 269.97 feet to a W iron rod found for the southeast comer of the
called 20.119 acre tract and the southwest corner of the Harris County easement, said point falling in
the north line of the afore said McCabe Poad:
TKNCE M94937W along the south line of the called 20.119 acre tract and the north line of McCabe
Fbad a distance of 1,3Z7.60 feet to the place of BMNNlhrA containing 876,389 square feet or 20.1191
of land, more or less.
The basisfor the bearings in this description lathe north line of McCabe Road as called for in the prior
deed.
Mention Is made of a drawing which accompariles thisclescription of this same date
A
Boundary and Topographic Survey
of a
20.1191 Acre (Called 20.119 Acre) Tract
out of the
W. P. Harris Survey, A-30
LaPorte, Harris County, Texas
January 20, 2009
GF 09114538
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713.961.4571
MEP Engineer
PsK - MEP Grou
11 6�7 qn. ZUE22110
713.9614571
Structural Engineer
PBK - Structural Group
11 or""
R'u T7 M Sulto 2210
713M.-O"s
713.961.4571
Food Service Consultants
MMunzl & Associates
21181230 T
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11daia 77358
1 111
28UW.5939
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08225
01/12/09
ISSUE DATE:
02/24/09
WL AND STRUCTURAL PACKAGE
ISSUE FOR CONSTRUCTION
CO,2
SURVEY (FOR
INFORMAMON
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11 Gmnvg PI= SuW* 2210
713.91111AW1
MEP Endnoer
PBK - MEP Group
11 Oiwiiriway Pim. Suft 2210
Structural Enalneer
PBK - Structural Group
11 Gmnway film. Suft 2210
H"I" 770"
713 ga.,Q&
71&961"t
Food Service Consultants
MUlurW & Associates
2030 T#hW Drf"
77358
5r 3
2 120232
281 XMI.5959
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Archffectire
Engheering
..................
JASON J. HULL
..................
99189
ILI
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�,,41
One Harbour Square
3D27 Marina Bay Drim Sufte 210
ow City, Tons 77673-27W
K#orw 281-334-4757
Far. 281-334-5022 00
08225
01/12/09
ISSUE DATE:
02/24/09
CIVIL AND STRUCTURAL PACKAGE
ISSUE FOR CONSTRUCTION
C0.3R
CML DEMOLMON
PLAN
H�T
E�VATIM 13.57 200, Aw,,,�
CONSULTANTS
Civil Enalneer
SITVS ADDRESS�
800 MCCME ROAD, LA PORTE, TEXAS
PARKING RMARE100"S
CHAPTER 106, ARTICLE Vt. SEC. 106-836
CITY OF LA PORTE CODE OF ORDINANCES
PERMITTED USES
OFF-STREET PARKING SPACES REQUIRED
SCHOOL, PUBLIC
ELENIENTARY
I PER STAFF
I PER 20 STUDENTS
STAFF/FACULTY: 75
STUDENTS - 750 WAX.)
75/1 -75
750/20 37 5 38
TOTAL
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ACFUAL
[it
1166
363,10'
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2 3/8' O.Do .055" WALL THICKNL58
SCALE: 1" = 50'
1-119110rialff, IR
REQUIRED EQUIPMENT AND PRICING
A. SYSTEM MUST BE 100T COMPATIBLE 50TH IN THE DATABAE AND
PROTOCOL TO THE EXISTING SOFTWARE CURRENTLY BEING UTILIZED BY THE
CZIUNTY FOR THEIR PAGER SCHOOL ZONE FLASHER SYSTEM,
B. EACH COMPLETE SYSTEM WALL INCLUDE THE FOLLOWING:
1. ONE (1) DC FLASHER BACK PANEW
2. ONE (1) DC NAZTEC CHRONOMAX TIMECLOCK WITH V3 x SOMARE,
3. ONE (1) DC TYPE CABINET WITH POLICE DOOR LOCK, CABINET MOUNTING
HARDWARE, AND TWO (2) BUILT INSHIELVES;
4. ONE (1) PROSTAR CHARGER WITH BUILT IN LCD DISPLAY AND MErfIES;
5. TWO (2) TWELVE (12) INCH YELLOW BALL LED 12 VDC TYPE SIGNALS:
6. TWO (2) TWELVE (12) INCH YELLOW POLY SIGNAL WITH TUNNEL VISORS
WITH SPECIAL ME POINT MOUNTING HARDWARE ASSEMBLY,
7. ONE (1) 4-1/2" GALVANIZED POLE:
8. ONE (1) PLASTIC BELL COVER;
9. ONE (1) TOP OF POLE MOUNTING HARDWARE ASSEMBLY FOR DUAL
SO —WATT SOLAR PANELS-NAZTEC, PART 48005-05101
10. TWO (2) 50 WATT W—AR PANEL ASSEMBLIES - NAMM PART
#8005-0500,
11. 'TWO (2) 12 VDC BATTERIES — NAVM PART #3900-1280IB:
12. ONE (1) LOW -PROFILE PAGER ANTENNAt
13. ONE (1) PAGER ANTENNA CABLE ASSEMBLY,
14. ONE (1) MOTOROLA PAGER WITH PAM MOUNTING BRACM ASSEMBLY;
15. ONE (1) RS232 CABLE ASSEMBLY FROM CHRONOMAX TIMWI.= TO
MOTOROLA PAGERs
16. INSMUCTION AND TRAINING FOR C"TY PRESONNEL—
I`
PBK - Civil Group
H11d11.V P717GM Sults 2210
713.965.11608
713.961AS71
MEP Engineer
POK - MEP Group
I I GroenT ft Suft 2210
No
VORA
713.91011AS711
Structural Engineer
PBK - Structural Group
11 Grmway Plan. Suite 2210
Houston. TX 77048
7113.005.00011
713.961.4571
Food Service Consultants
MUlunzi & Associates
2t830 T
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3W Marks Bay Drim Suite 210
Ism M Tons 77573-27W
Phone: 2M-334-4757
Fez M-334-SM
08225
01/12/09
ISSUE DATE:
02/24/09
CIVIL AND STRUCTURAL PACKAGE
ISSUE FOR CONSTRUCTION
CUR
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CONSULTANTS
Civil Engineer
PBK - Civil Group
11 Omnway P[m. SuHb 2210
Hougon. TX 77046
713.265.000
713.901.471
MEP Engineer
POK - MEP Group
11 O�way Pim. Suffs 2210
nor 110 770"
71 q5t.0T
6
713.961.4571
Structural Engineer
FBK - Structural Group
11 Omnw PflamSuff* 2210
H* 7
71MROL
713.961.4571
Food Service Consultants
Millunzi & Associates
21830 ToPhIll Od"
adlip TX 77338
A4323
281.350.5959
A2 sHEET issuED As
A=UM #2
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ErGtieeft
Pbnr*U
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....................
JASONJ.HULL
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t4� 99189 J
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Ow Harbour Square
3W Maits Say Drfm Suite 210
League M Tom 77573-2700
Moro 261-334-4757
F�W- 201-334-51M
08225
01/12/09
ISSUE DATE:
02/24/09
CIVIL AND STRUCTURAL PACKAGE
ISSUE FOR CONSTRUCTION
C2.1R
DRAINAGE AND
unLn,YPLAN
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CONSULTANTS
Civil ftineer
PBK - Civil Group
I I 0�7 M SUWG 2210
Houdon.
713.965.OWB
713.981AWI
MEP Engineer
PBK - MEP Group
11 Q�way Sulli 2210
No Mn..OZS 7M
71
713.9814VI
Structural Engineer
PBK - Structural Group
11 2210
H1U=1q,nT P717CM Su"s
713.965.OWS
713.961.4571
Food Service Consultants
Millunzi & Associates
218M T
U"hIII DrIve
77M
23
281-W.5959
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JAS . ON J. HULL
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99189
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Ona Harbour SqJI"
SW Marine, Bay Drim Suite 210
Laws CRY' Texas 77573-VW
Phow 291-334-4757
Far- 2BI-334-5= .100,
08225
01/12/09
ISSUE DATE:
02/24/09
CML AND STRUCTURAL PACI(AGE
ISSUE FOR CONSTRUCTION
C3,1R
PAVING AND
GRADING PLAN
js�. �"
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CONSULTANTS
Civil Engineer
PBK - Civil Group
11 0-M Suft 2210
watol. 7 P7174%
713.965.0608
713.96IA571
MEP Engineer
PBK - MEP Group
11 Qr"nr M Suft 2210
M"a Wn,
OVEMS
71&961.4571
Structural Engineer
PBK - Structural Group
11 Gmnway Pim. Suft 2210
WOM 770"
713 OWOTO'06
713.961A571
Food Service Consultants
MMunzi & Associates
21630 T.7hill Drf"
UK. TX 77388
,_&MI3
281.350.5959
-4
w -% *
%
........................... ....
.1-1 L
.............................
On a Harb mur Square,
OW Marina Say Dft Suite W
W Texas 77573-270D
Phone; 291-334-4757
Fa)r 281-334-5022 .00,
08225
01/12/09
ISSUE DATE:
02/24/09
CIVIL AND STRUCTURAL PACKAGE
ISSUE FOR CONSTRUCTION
C3,2R
PAVING
THICKNESS PLAN
Nk
> I NOTES: VULCAN. V-48150-3. CAST 301, NOTES,
> IUzrSAm VULCAN V-3,118-1 MAIROLE GRATE I. WALLS t BOTTOM 94ALL BE CONSTRUCTED
m WALLS SKALL BE CONSTRLICTED OF 01 IRON INLET FRAME t GRATE
I io- mlwm=. aAw .,A. Woo mi) OF 6" REINFORCED. CLASS "A" (4000 PEI)
CONCRETE. STANDARD 23-1/1' MANHCLE CONCRETE.
RRIFINAIMIL COVER 4 FRAME
2. PRECAST � INUEr "SINS SI(Aw. SEE NOTE 10 2. PRIECAST CONCRETE INLET BASINS 94ALL
IS PROVIDED WITH PR54VWM BE PROVIDED WITH FRE-FORAMED
KNOCKOUTS ONLY IN FALLS WHIRS PIPE
co�m ARE TO be NI'm KNOCKOUTS ONLY IN WALLS WILSEE PIPE
11M. CONNECTIONS ARE TO BE MADF-
INERT tffi� 4
48MMIN KNOOXUIS &MU. BE PIPE O.D. . 4- MW
LARGER) IEMIL AND r1RO" SHAPED. ,ADJUSIMENT RINGS (2 MIN.) KNOCKOUTS SHALL BE PIPE O.D. - W- WX
1. FWAST CMICRETE NUMHUES TO MSEI` AM CATS. AND CIRCULAR SHAPED.
A 22-
3. IN GRAW AREAS, fOU.CWING FINAL
GRADING. THE CONTRACTOR SHALL 9-44Z MIL JDIRES SHALL BE TERM RHIN -MAM4IEOQ- OR 3. IN GIFA55 AREAS. FOLLOWING FINAL
XUD SM A MINIMUM 0' 5 FEET ARM= I PREAPAWMED IMURVAM. GRADING. THE CONTRACTOR SHALL PLACE
AUS1TV3 90, PERIMETER OF TOP OF INLET. IMPTH OF MINNIKILE SFVU DETERMINE THE NUMBER OF CAME SMID SORT A MINIMUM OF 5 FEET AROUND
CRAM= FIL 4- IF THE BASS SECTION 15 PWZW WITH A 3. REEIR SECTIONS AIV ADASTMENT RINGS REOURRIM. (CONCENTRIC OR ECCENTRIC) PERIMETER OF TOP OF INLET.
EXTERRIOR DOORS BOTTOM. A 12- THIM CEMENT STABILUM
%ND BASS SHAU. BE REOUIRED BVEATH IF lie BASE SECTION is Sir" WITH A wrok A Ir 4. IF THE BASE SECTION IS PRECAST WITH A
CGUMP. mauum OR ASEVILT \'RETWOMOUXAM TRIM CEMENT STABILIZED SW SAM SHAUL 09 05MMED Baritom. A i2l' THICK CEMENT STABILIZED
szemorkWASMUFlm THE SHWTURIL EXTENDING- 12" PAST THE 4. BEREAT"THESIMUCIUM, SUED BASE SHALL BE REQUIRED B04FATH
BRIM FREE IRr.PJ OUTER FACE PLAN VIEW THE STRIACTURIE. EXTENDING 121' PAST 11E
S. WHIN HOPE PIPE 15 UMD. PROVIDE 6- IACKFILL ARM MAIMS WITH 1.5 BOOK PER CUBIC
YAW cam SIANUZED SAIRD. OUTER FACE.
CLENANCIE BETWEEN INUIT BOTTOM 4 S.
15, TYP. FLOWUNE OF PIPE. GROUT 13MRE BOTTOM PRIUMMED C4wlA NOQUILITS RIOUIRIW fOR ALL S. WHEN HOPE PIPE 15 LEM, PROVIDE 0
R-M OF INUTT. WIND PIPE INTO INIZ AT ONICE105 ED IMMIME. (O.D.-4- WIX) CLEARANCE BETWEEN INLET BOTTOM 4
LEAST ONE FILL CORRUGATION. NO JOINT 6. --- RISER SECTION
WITHIN 6 MWr OF INW. FLOVILIME OF PIM GROW ENTIRE BOTTOM
UFFING. EM SAILL BE ItIQUIRIM OF 91 SECITW. OF INLET. MM PIPE INTID INLET AT
to LEAST ONE FULL CORRUGATION. NO JOINT CAW IRON FRAME- 4 GRATE
3 _/FINISH FLOOIZ 6, IRSTALI- FILTER FAIRM OVER '"LET GRATIS 1. UZ STANDIRD CAST IMM FM AND COVER WITH THE WITHIN 6 FEET OF INLET. MIL&AN V-5720)
RE TO PREVENT SILTS FROM ENTERING INUET. WMZ-SMSDW.
"Rn3om m STAINAM) KNEW 7. IF BOTTOM SECTOR INSICE DIAL Is 6. INSTALL FILTER FABRIC OVER INLET GRATE
Ommm WITH 6- X 6. 04 BAR, 6. *M GIZATIE TOP IMIMMES AIM SPECIFIED. USE VULAN
LARGEST THAN 301GO', PROVIDE CONCRETE 41-ir MIN. TO PREVENT SILTS FROM ENTERING INLET.
'got < otz!,T",�
V44IS-1 CAST IRM FRkit 90 GRAIL
CR*35AES#24-MQ TRANSITION SECTION TO ACCEPT A 6- MUN.
KOCH MIY 30')(W FRAME 4 MAIL
W - 2E5wDff)jL Lvi
VARI;.
T-A
WILL
� AIRIUND W,
T 1 3 TOP OF EXTERRIOR 314--Xfi� IM13 9- RISE WINIM NOT IJXA1W IN PAM Nit GIOUT �BASE 7. iFBOnUMSECnON INSIDE DIML IS
PAVING FM IN FACE WITH ICH-SHIRIME GM.
54M SIX W�v 6- MIN LARGER THAN 30"X30", FWADE
ON 11 him (30" MIN.. 10- KM HDR PIPE 13 UIED, PIRAIM e CIENRANCE MMM TRANSITION SECTION TO ACCEPT A
F, T-A 84 M 0 12� OM DUN.) �w=tfumwwm _wxw TRAM! 4 MAIL *4 REBAR AROUND PERIMETER
IVIUM OF MANIHOUL EXTEEM) Pft INTO MAMWj%T
TM N`1 - It. LEASr ME FULL CORRIM110m. (Top. BOTTOM. 4 Sim)
CE =I NO JDINT WITHIN 6 FEET OF ROME.
AU. 31 L-A VARIES
P. DESIGN
L Is F.PA OR. 12- WIL
rr1-Li I
I. 11�!� 1��MG AZU775 VUILDiNG, FAViNG SHALL MAiCH FjNjSH FLCtik KI � �. I
2. PAVING SHALL SLOPE TO 3-INCHES BELOW FINISH FLOOR (WEEPS HOLES) I.S-fT AWAY FROM DOORS.
I "'
I
I
I
I -. ':L-r.-` �- .- 49.
r
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t
81, MIN.
"'IFUR L I WWI :S 7�-W 0 LIM.L. Striev cm
w3r� A; TU � IV
. ART, MR. OR FROI.41TIAMIJAWSM A-30- 055950 1001*1 $4 SAM 0 12P OCEN ��CONCEETE EASE (C�LPJ
PIPE SUIS 46- NO LNUER 12- OCEN (MIN.)
MAK AND MR. i
V-60 GAIN.)
I= B.W 11HICH190 NCN-SHIRIMK GROLIT 2" KNOCK OUT PAMEL� TYP., LOCATED
15 MAW SECTION "All ONLY AT PROPOSED PIPE CONNECTIONS.
20 JOU7ALL TO DRAINAGE CHANNEL 19 IPAVING AT DOORS N-T-s- 18 [rYPE "Aw INLET 17 [NFE *Cw STORM MANHOLE 16 ICATCH BASIN N.T.S.
RING 4 COVER
PER CITY STSCS 505 SIRES.
STM SSW um
T� 6ftX4" PREFINISHED
TIFE I SI-e 3/8" X 3" BRASS STOVE BOLT IN TOP OF CONCRETE CURB
TfflE 2 10-0 AT EACH END OF SLEEVE
mw NOTE 4
D RECT PAYMENT FOR "am m SPEC
CEMENT STABILIZED SAND
3/4" REDWOOD JOINT (SrPAIGHT SeamsNTS)
NOTE
JOINT SEALANT 3/4" FIBER BOARD (CURVED SEGMENT51 IN.) %
#3 FO ED
SEE PLANS 18" LONG. 18" (M
ANCHOR AS REQUIRED 0. CIE DR WILL 4 0=1 SI I NE0 FIVIET.
W/ EPDXY CEMENT
SLOPE SURFACE 1140 PER FOOT IN
21-011
NOTE 2 'm DIRECTION OF GENERAL DRAINAM 6" CONCRETE CURB, E)CIPLECIED
50.0 Ivt "X42' C*T ALUMMUM "MIT BOOT
E CONCRETE PAVING
SUMS' SHAP CEMENT STABILIZED BARRYCRAFt B25A (800) 524-1809 0 (REi PAVING DETAILS)
BOTTOM OF PIPE 611
SAND TO CONFORM TO
0)(6
'-*3 ws 0 le om
IRCIOT TZAESITIONS TO 6" ROLIND
STANUUM)
WINOMU.
AT FINISH GRADE
FROM 11111114 NOTES.. 6" PVC (SCH.40)
PIPE SLEEVE
1. 1. ALL REINFORCED CONCRETE PIPE OICP) STORM SENSES SHALL HAVE NEOPRENE OR RUBBER Ban
GASKET JDINTB OR BE EITHER BELL 4 SPIGOT OR TOUNGE 4 GROCINIE WITH EITHER
�m �A MR" 00,111 w S. two THE MUTT CONNECT TO PVC PIPE 1. DFANSION AND CONTROL JOINT RAMENT WIL ALIGN WITH PAVEMENT JOINTS.
NEOPRDE47ASM GA-%ETS PVC AND HOPE PIPE SIORN1 SEEWERS SiALL
W/ fERNC0 Conn. TYR 2. REDWOOD AND FIBER ERPANSION JOINT MATERIAL SHALL
BE BELL AND SPIGOT TYPE AM SHALL CONFORO TO PROUI SPECIFICATIONS.
Sir f0w SIAGIL HAVE A 3/40 MWABLE TOP STRIP TO PROVIDED A CLEAN,
3. INUMNOTIL. �w cam 31NIMUZEDSM111010111CUPW
2. 1.5 SACK PER CUBIC YARD CEMENT STABILIZED SAND PLACED BEFORE PIPE IS LAID (111 MINI". STRAIGHT GROM TO INSTALL JOINT SEALANT.
1.5 SIICK PER CUBIC YM CEMENT STABILIZED SAND PLACED BEFORE PIPE 15 LAID (121 MINIMUM FOR RE: CIVIL V' 90* ELL PVC CAP AT EACH END OF SLMVE
INUTI. IaM.4- MIX), 420 AND LARGER PIPE).
S. MMW minim IS Um � 6- �� MUST &RU31 3. 1.5 f0a PER CUBIC YARD CEMENT SIABILIZED BAND THORMIGIiLY ROOM, PLACED AFTER PIPE IS LAID.
VITENE'mim
A. SM SEWERS UNDER OR WITHIN ONE FOX OF EXISTING OR FUTURE PAVEMENT/STRIMIAM, SHALL
BE. 5AC171UM WITH LS BACK PER CUBIC YARD CEMENT STABILIZED SW TO BOTTOM OF
FAVEMENTISTRUCIIIIZE. STORM SMM NOT IN= PAVEMENT OR SIRUCTUF1-: SRAU BE BACKFILLED
WITH CLAW IVA, OR BETTER SOIL AS SPECIFIED IN AM 02321.
"'OL WM=WW"6fwmlw.
15 2 INLET N.T.S. 14 �TORM SEWER BEDDING + BACKFILL N.T.S. 13 IDOWNSPOUT COLLECTOR N.T.S. 12 FONCRETE ISLAND 1PIPE SLEEVES
CONCRETE WALK 3/4.1 REDWOOD JOINT (SEALED W/ SILICONE SEALANT)
131 ff 174ft�
INjoill" LONG, 18" O.C.;
11-ev, 11-04 TOP OF CUM 24" TOP OF CURB 2f TYP. C40NCRM CURB PVWT. W/ EPDXY CEMENT.
1 1 L -94 CtWINUOUS1 7 1.-- - / ,
1*,�:i�'.�.�,�--:.�:L.-.!,::J.:.:.�..:,.��-- :..-- � I 1-� i I I
1 4- 61, 1 CONCRETE PVm1r. REFER TO CONCRETE
21--r M R� I 77,77/w.- -7� -Tvi I I r I -SInEWALX DETAIL I
411--�- I . I - THIS SHEET,
I kx I CONSIDERATION OF A 6" CZNCRETE CURB SHOULD
Top #4 BAR ON 2'4" CENTERS W/ A.S.T.M. 03 W/ASTM BE GIVEN WITH REGARD TO PAVEMENT DIMENSIONS
DESIC41ATION A-615. GRAM 60 DEFORMED A-305 REP.
21, TYPE I'D" H.KAr- SUBw.AvE
TACK COAT 55-1 & 0.15 GAL/E.Y.
ALTERNATE CURB REINFORCING NOTEI, W STRAIGHT CURB MIES ALLOWED (OVERLAY ONLY) 0 0 25 C411S.Y. CoKv� 51 31, RADIUS
MPAMPOINLY), SID "D TDAMINO MWMI JOINT SEAL
FE0 EXPANSION
T WIL 71$M&Re"4NG'ON
0 0 0 1019 MAMI
2" 6" EXTF CURB 0 0 0 r�IOR CRUSHED STONE BASE COUIM rtJOINT CONCRETE PAVING OREFERTO PAVING
W. GWTECR41CAL REFORT) SEE PLANS DETAILS FOR REQUIRED REINFORCING)
0 1
04 BAR C40UTINUOLIS W/ 10" LAPS
04 BAR ON ;P-04 CENTERS, 0' LONG BV I SEEP DETAILS
2"R JOINT SEAL (SILICONE SEALAIM
, - . *4 . 1. . . I- lr-� V'STABILIZEDSUBGRAVE 41/2" MIN. 04 B: :J\ T
0 , I . . . UNIFORMLY COMIRACTED TO 95Z TE M241- T&
STANDARD PRXTOR DENSITY W/*3
TZ2
4 D (REF. GMTECHNICAL REPORT)
. lt�
4 .
.. . ..............
E ERP 0
WANSIONVINT
WITH LOAD TRANSFER DEVICES
NOTES ON 12 INCH CENTERS.
WHEN THE CURB 15 NOT FIXED BY MACHINE, THE DIED, SiALL BE PLACED 16 WHEN CONCRETE OURS IS TO BE PLACED ON EXISTING C40NCRM DAM #4 BARS
BY HAND OF THE SW DIMENSIONS SHOWN (UNIMS OTHERWISE APPROVED ON 21-0" CENTERS, 10" LONG, S+VU BE ORILUED AND SET IN ouicK SET CEMENT. NOTES,
BY THE ENGINEW. BY FLOATING, STEEL TRICIMELLING AND FINISHING BY HAND 1. SLOPE TRANSVERSE SURFACE 1/4" PER I= IN DIRECTION OF GENERAL SITE AM DRAINAGE.
BRUSHING. 2. FINISH TO BE ACCOMPLISHED BY FLOATING. STEEL TROWELLING AND THEN BRUSHING. 26 FLOAT EDGES 1/4" MAXIMUM AT 014TROL JOINTS,
HAND FINISH NOT REQUIRED WHEN CURB 15 NOT POURED BY A MACHINE, BUT CAM 3. USE REDROD) BOARD EARANSION JOINT W #4 SMOOTH BAR W LOAD KEY (100 LONW.
WILL 14AVF THE SWE OUTSIDE DIMENSIONS. AND HAVE A BRUSHED FINISH. 4. REOWOOO BOARD EXPANSION JOINTS ON 15 FOOr CENTERS MAXIMUM.
S. CONIVZL JOINT SPACING NOT TO E4OEED FIVE (5) FEET. SCORED, TOOLED OR SAM
JOINTS 9*1 BE 114 THE PAVEMENT T14ICKNM MIT NOT LESS TIM ONE (1) INCH.
10 IMOUNTABLE CONCRETE CURB N.T.S. 9 ISTA DARD CONCRETE CURB N.T6S. 8 JASPHALT SECTION N.T.S. 7 ICONCRETE SIDEWALK SIDEWALK ALONG CURB N.T.S. 6 �IDEWALK PAVEMENT HEADER N.T.S.
1/811 To 11411 SAACUT
D14 jD/-1 11 SEALANT
D
%4 BARS 18-1 OOEW
13/32ft
161,
JOINT 1/2'.11viv
SCORIE GROOVE IN SURFACE REMOVEN)LE CAP REMOVEABLIE CAP I SAWCUTS 114" WIDE ARE TO BE SEALED. SEE SPECIFICATIONS FOR REQUIRED JOINT SEN-ANT.
FROM INIZT CORNER TO EDGE 04 BARS 0 1811 OCEIN ENLARGEMENT
1 81. OVERLAP I (TIF TO DOWELS) 18 GA. STEEL KEYWAY
JOINT SEALANT TYP. PROVIDE REMOVEABLE STRIP 2A PAWED JOINT (a)
18 CA. STEEL KEYWAY 411 JOI I UT SEALANT 1/8" To 1/4" MqKUT) N.T.S.
PROVIDE REMOVEABLE STRIP -A 1 14-d #4 BAR$ 0 18" DOM LUBRICATE ONE END LUBRICATE THIS END 4SX18" SMOOTH DOWELS 0 121, Oc
PAVEMENT XINT PAVEMENT JOINT 0 LD/2 .4
PLASTIC DOWEL
MANHOL�/ ... 4 . 014 D SCREW TYPICAL COVER (3/4" X 99
INLET / rCr 1 D/2 7/2
90` -777
m
RkRA�E .. - " , , , - \114 SAM a
r� 46XIS11 SMOCiTH DOWELS 0 12's OC Is" Oc DOWEL 0 12" OC
#6XI811 DEFORMED DOISELS 0 12 - OC, . . . OVIELN"
Q/2
jL B. "XI,
LONG ON (NO LUBRICATION0 . DOWEL SUPPORT PLATE, TYP.
SIM. "GRADE.
B,
NOTES.
ASNS 1. DOWELS AND REIWORCING BARS TO BE 55INURELY ANCHORM
ICk'.84 . . STAB.
TO PREVENT MOVEMENT DURING PAVING OPERATIONS. 1.1-REOWOOD,
I . .4 EAPAMStO� BOARD . .
JOINTi
NOTES:
''d
BELOW THE TOP OF PAVEMENT. I. DOWELS AND REINFORCING BARS SHALL BE SECURELY ANCHORED ...6 8 fonn ;IUBIGRA�e
DOWEL BASKETS MAY BE USED
2. STAKES TO SUPPORT FORM SHALL BE DRIVEN A MINIMUM OF 2" P,
TO PREVENT MOVEMENT DURING PAVING OPERATIONS.
2. STAKES TO SUPPORT FORMS SHALL. BE DRIVEN A MINIMUM, OF 2" NOTES. IN LIEU OF OPTION SHOWN.
PAVEMENT JOINT BELOW THE TOP OF PAVEMENT 1. SMOOTH DOIMEI�S 4 REINFORCING BARS TO BE SECURELY ANCHOREDTO PREVENT
MOVEMENT DURING PAVING OPERATIONS. NOTES,
1. PROPERLY ANCHOR BOARD JOINT TO PREVENT MOVEME14T
2. SMOOTH DOWELS SHALL BE Off TO LENGTH IN A MANNER TO PROD" A SMOOTH. DURING PAVING OPERATIONS.
STRAIGHT AND EVEN BAR DIAMETER THROUGHOUT THEIR FILL LENGTH. 2. MAXIMUM SPACING TO BE 45 FEET UNLESS APPROVED OTHERWISE.
3. MAXIMUM SPACING TO BE 15 FEET UNLESS PREAPPROVED. 3. STAKES TO SUPPORT FORMS SHALL BE DRIVEN A MINIMUM OF V'
BELOW THE TOP OF PAVEMENT.
4. SWCUT JOINT WITHIN 6 TO 12 HOURS OF CONCRETe PLACEMENT.
S. SAWCUTS 114" WIDE AIRE TO BE. SEALED. SEE SPECIFICATIONS FOR REQUIRED JOINT SEALANT.
JINLEr MANHOLE BLocKour N.T.S. 14 jwwrTuINALAIED CONSTRUCTION JOINT V) N.T.S. 1 3 1LONMUDINAL CONSTRUC-nON J01W U N.T.S 2 [MANSVERSE CONTRACTION J01W M N.T.s. I 1BOARD EVANSION JOINT W N.T.S.
CONSULTANTS
Civil Endnoer
P8K - Civil Group
11 QniiIriwcqj rim, 3um zzie
vmkowwe 77044
713MI A57I
MEP Engineer
PBK - MEP Group
11 (Imniq PI=, Suft 2210
Himartaft. 77046
713.965.0606
713.961.4571
Structural Engineer
PBK - Structural Group
11 2=.m
M7 M Suft 2210
11-3.09P.060
713.901.4571
Food Service Consultants
MR[unzi & Associates
21830 T#hI1I Drive
77388
Wl-&.2323
281.350-U59
ArchAtechre
........... ................
J. LL
.............................
../C
0140,
One Harbour S-mw- e
3W Marine, Bay br�Suftm 21D
I em City, Texas 77573-270D
Phorm 281-334-4757
FaX: 281-334-5=
08225
01/12/09
ISSUE DATE:
02/24/09
CML AND STRUCTURAL PACKAGE I
ISSUE FOR CONSTRUCTION I
C41
CONSULTANTS
CW0 En&eer
POK - Clvfl Group
NOR=
q SM Suft 2210
713.963.06"
713.111114571
MEP Engineer
PBK - MEP Group
P71;M SlIfil 2210
71&965.008
71M61.4571
1. SET Poor AN) EXCAVATE rx4' 1 sum WE FENCINI, M POSTS Structural Engineer
TREXH UI`SJL0PE ALONG UK (SEE NOTE 2). 1: SIF POSIS AT L �Tt A 4-14- NtOXN
OF METE (SCE Noo� 1). MURM SPMNO. AUNCHIENOOHMARCS P8K - Struchwal Or
I (NNartV Pk= GAINS 220up
ENCINO SADISM So, MN PUSUC 10
'No X 7704
D,=..0T
ASCII 713.981AS71
SEPERAMN 'ECTEXINUE W MH
FRAW MR FUll RUTH CRADCO TO PREVENT Food Service Consultants
AND LeRm or Ear AUH-Or, FROM LENARD Sm Mllunzl & Assoclates
PROFILE
Ar 21930 T#hUI Delve
3. AMCN FILTER MATERIAL TO WE 3. AITACH FILTER UATERI M 44k RRINVE APPROPRIATE TRANSITION a"n 77M
BARES AND EXTENO a m FACT BITNt 1& 1323
EXCAVATES SOB. THE TRIONCH. CO. -7
SCOM THE KTN�
4. BUCKFULL AND ST
FENCE MD OTI IT RIM ENTRANICE Z PUSUM.. .1--WAl
THE TIMOR NONE 3). VCXVATM OIL Str MR
ENSTING
ORCHAID
W,- -f"4j
My W MR IS PUBLIC
4) f NONE 2) HT -OF -MY
FLON
W., i - W, FlUN PLAIN VIEW
A
INTO EXTENSION OF FABRIC -P EVERSON OF FABRIC 8 CONSTRUCTION NOTES:
PERCH WE RIM TIMOR ALTE7nX_,mENCH I. USNOTH SHAUL BE AS SHORN ON THE DRAWC,, BUT no LESS; THAN
SIANIE EXTENSOR OF MEMO NO FEET.
THIM FABRIC NIC, TRENCN, 2. MCNHI SHALL BE NOT LESS THAN a NCHES.
FILTER mm mmc 3. MEN SHAUL SE NOT LESS THAN FULL WDTH OF AU_ MAIN OF NORESS OR OHM,
Fi�
US, 4 EAMECHA
Fla- Y" WgLN=ffEGA IINESSAND
_f CON LNITH
WIN REQUIREMENTS AS THE SEA S
IM OTHERMSE
4 �
SM)AR ON THE CONSTRUCTION M.NGS.
WASILUED ARCA RAY BE MENED OR LEACTIMM TO ACCO.00CE A TRUCX WASHWO
SECTION I,\ AREX AN OUTLET SEEMENT MAF` MVV BE PRONDED FOR THE TRUCK WASHING AREA,
s NONV@ SEE SECTION G150 - UNDILUTED CONSTRUCTION M.
Lq� RSTERNATTE 7. SINSLIZED CONSTRUCTION ENT SMALL BE UANNAMED ME OF
CONSTRUCTION NOTES: - FFF SEXMI MR THE COMION Of THE PROJECT.
1- 2 HIM INCH BY 2 INCH VIOCOEN VANES To BE SEt AT MBOL
UAX SPACING OF 3 MET AND ERSEVIDED A UIN OF 9 ACRES.
w FREASNIIS�� MINCE VITH SUPPORT NETTING M USED,
6 PLAN ZnLACSIT PLAN SPACNO or �y BE mcnom TO a FEET � mm
-7 1 TO BE HONEST THAN 2. ATTACH FILTER FABRIC M RXIODEN SMAXES. MOM FAZASC STABILIZED CONSTRUCTION EXIT
I. OF RAN: c") MAX SIou HAW A RUN HERMT OF Is MCHES AND MAX
HOCK or 35 KINDS MAIN NKTURA� GROUND. %OOD OR KIAL SONE
B A A 3. WEN M SECTORS OF FICTER CLOTH ALSON EACH MM =2,21 BY 2 INCH
THEY SHOULD BE MIEFILAPPED 6 NCNB AT THE POSF5,
N
ARE romm.
4" t 4. SEE sErmim olse, FILTER FABRIC FENCE. ISLET
U MISS FABRIC
r""A r I
-V-DRCH- SECTON/E�ATDN FILTER FABRIC FENCE FILTER "'Hoo WE 4-24 WCHE&
TRAPEZOI� SECTIONIELEVATION EXTEIRION OF FABRIC
POST
TENERCH
CONSTRUCTION NOTES: 7 FLA,
v
1. SET 2 INCH BY 2 MCH WIDEN BARES SPACES A Mo Imm Ipa
(3) 24 NOR OFS 12INCINES. SALE 4-24 INCKS D
Fax 2. M)VER WE FENCE To a FASTENED SECURELY TO Mom RUST
LLY SR=AL LOD ,r" 3. FILTER CUHII To BE FASTERIT, CFARNI TO RCKN WE \Bm
IF mw 4 MAIN. FENCE POSTS %1N, SmPIm I
MORAL PLAN CONSTRUCTION NOTE:
FEK4 ANN VIES SPACED � 24 RICHES AT MP AND 1. SEE CNm"OH NOTES
MOSECISON, SILT FENCE INLIET PROTECTION BARRIER FOR RAL
x:_ Ir MR. 1. "SUM HOONT OF FALMER SHOULD BE IS INCHES AID
-3 BASS 0 121. Dam MIN. A .UM OF 38 VICHES Aoo� MINAL INCURS. CQHUACTED SOIL -2 WON BV` 2 RON ROOD
77�1 To BE== 2CHES
TURF S. "EIR TAD SECTORS OF FILTER CU7% ADJOIN EACIN INNER PIPHIC
THEY SMALL SE ONUSAMED 0 SHINS AT THE POSTS, F,, -T
SECTION "A -A" MD TOURED. A-
NDS, "EZ ROW' GRASSROAD PAVER S. SEE SECTION 01562 - REIVIFORCEII FILTER FABRKI BANNER. FLON MUST
L SALES vKC IPB
I" STRIPPING - TOP SOIL E-1
mom MOOL
REINFORCED FILTER FABRIC BARRIER
CLEAN WASHED C0NCRETE STRAW BALE DROP INLET PROTECTION BARRIER
6 THICKNESS 'Ll ,I I
LIMvx FIFE GO MIN. FAINI ISL&&W SHALL BE A 6" CLASS H WAD BASE (MIN.)
CONSHOLICTED TO SPECIFICATION OF REGIONAL SOILS EWINEMING,
PE FIRE AUDICRITY OR OM APPLICABLE COVERNMENT OR MIXICRAL CODES,
DMCH WHERE APFUIA014
ISO.
F CO � ""C"
END VIEW
13 lCONCRETE SLOPE PAMNO N.T.S. 12� J`EZ ROLL' GRASSROAD PAVER I �TORM WATER POLLUTION PREVENTION N.T.S.
111READED PLUG (SLOITED) SWILL BE BROM PIP
Ifia LOCATED IN PAVED Amos am THAN wAUPs
PLUS PVC NDIT111)
Dm
3 XC4TWR
91, 4 �T� -
_Zt77 5 RQm
6 MISS
7 =m
RAC, PIPE M a DR
11,C41ONS
mom
IV Cav- PVIAT,
w 6>06ASSIA. "All 23.6A
PRECAST CM.
4" CLEANOUT AND THREAM PLUG.
wa Box Ir CORP. GLASI� 5
COMPACrIACKFILL
46-IM C.
------ 14 BOX
IN & INCH LIFTS 47, 9 .
aumn MILL LINE 5124 SID. al FRAME 4 COVER L2"/r) MUST. AN SECTION
_T
A
I IN SOIL - M*OA4 7
EKRENSICN RINGS4 4
MIN_
2 IN PvMT himli M0104 48-
3
4" PVC PIPE NOTES, ADJUSTMENT RINGS GLASS AA CLASS C
4 L PRECAST CONCRITE MK40M TO MEET ASNI C-475. 4^-
2. ALL JOINTS SOLL W SIALED Brill -MeWW OR PRIAPPRIDAW SCIUNAIZRT
m
o, Mli =fICN
48-
3. WIN or SHAIL Mnmm THE MAW OF RISER SEI no +
AM� Rim; IWPIW. Rim St." NOT BE I=. "A" I.S S,6CP/CY CEMENT STABILIZED SAO PLACED BEFORE PIPE I$ LAID UP TO FLOW
4. Air INIMONERnr LINE OF PIPE OR ABOVE
. .. � z
SANITARY SEMER V� �.o
1.6 SAI CEMENT STABILIZED SAND, THORDIMLY PODDED, AND PLACED AFTER
'L S. IMCEFILL MOM MMHCIZ WITH 1.5 SACK PER CLSIC YAW aim PIPE IS LAID.
LONG SWEEP EL" SlAblunD SAND,
SEWR A. ;4
"C�- - 1.5 SAWCY CEMENT STABILIZED SAND PLACED SAAAE DAY AS PIPE 15 LAID. INSIST
T-YIVE 05uwcxwmtAwmc-m
7, 7. Urnma Vds,&KL BE wam OF ALL samm. I'D" - CLASS IVA, OR BETTER SOIL AS SPECIFIED IN ASlM 02321.
-SANITARY Archifectire
8. MON
FARE! 41 cm MIN THE IKRX
KkYE smsam sam wimm Lmav PmemBi. N� CLASS RAN 8011' OR ALL 4ENESS III" AND UNLESS Er6t)eeft
MN,
ONOWE BASE.
L 9. Ammumm Box Pil Commim TO BE two PER =-INIPLAM
BRICK SLEPORTS (TV.) % 04 aimm a Iri OCEN 10. GRAIN, INSIDE AM CUREIVE OF EXIDNOR PIWA AM FRAME.
STO. DROP STO. SAN. 11. MR TO SPEMPICA11011 SECTOR ON TIMX ININHOLE REQUIREMENTS
MANHOLE MANHOLE 11 RMW�Flali=FOR�IMUMKkIM�
TARY SEWER DOUBLE CLEAN OUT N.T.S. �ANITARY SEWER CLEANOUT N.T.S. ISAWARY SEWER MANHOLE
N.T.S. 7 EsANrrARy SEWER BEDDING + BACKFILL HYDRANT ASSEMBLY
IFIRE N.T.S. .............. ?
...........
J.
............... .. . .. ....
All
'41 4-.&,* x ?1- 4*
EEF 7.,. 7.1.1.1.1.1 vo.
mar.-W cancirm MILT
OCIMMEMC 551 LINE AND
a NMM
1) REFROKE RAMS PER TVPE OF 5ACKRON AMMER.
+ IF NO SACIFICIR PREVERTER 15 SWIPED. USE MITIS RIM GAVE
\r2,4Z 0 & LARGER 909 SERIES,
V/w� One Herbour Sqnm
18' KM- tV L SIAAU.ER 41 0 INSULATE INACITTO PMVENNER AND " AM 2 mamm Bay Oft aft w
A GRICUND PIPING RITH film DENSITY XLYUPERIAME FOAM
BEND & TEE _41
"k MIS TOM 77570-VW
FLAN VI
CUD AM AN ALUMMMIMACGI OR OM ARPRINED
PLUG
. . . . . . Phom-
SIZE A
ON"
..........
�3 4r VIEVI
4' 55A
ALL BELL go- BEND 6. A
ALL BID 1 AS- EEND,,,� BACKILDIN PM94%ffFR PIPE
VINLT ........... -F.V� PIPS
10 93'
3
?1=018TIOI MOW
cATE vxvE m?.) PROJECT NO. 08225
DATE 01/12/09
2 DRAWN
CHECKED
smaisfam 1. 101M UM 4' AND LAM SUM OWOM TO ALL RMRMM
DIP MUbfl. ELUI OF ARM ONE, . OR Is. a -As iso.r. �w AND 3. WATER Um REVISIONS ISSUE DATE:
BEND Dam BUM TO GAS SHALL corm TO N I �flo�m OF MR D =1 FOR rx PIPS
AND BE PREXAME RAIED AT 200 FILL BOTH A SIANCIARD OVENNON
02/24/09
DUCTUS INCH PIPING PATIO M OF 21 FOR CLASS 200 FOR BOTH &IMREL AND BILL
ommon whim U95 spun THIM r SNALL Omm TO ALL A. SERVICE FEW
r
THRUST BILDMICS AT TRENCH FACE RUST
HAVE A ISIGNIAN SUMUNG SURFACE OF I ALL FLUNING. VALVES AND AIM VAIJAE5 TO X KKKA, SANDAM,
LO SQ, FEET AND THE LEAST DINENSION COUNITR-ClOiCIMSECIPENING,
SMALL BE NO SMALLER THAN US TIMES
EUEVATI PIPE DIAMETER, MIT NOT LESS THAN LO FT. ALL BELL TEE 3. IAPPIW SLEIM AM NOT ALLOW MHERE THE TAP 15 TK GAME CML AND STRUCTURAL PACKAGE
SIZE AS 1HE MAIN. DOMESTIC PE - RAIN W
comam T, =-"wmjz=r. SIZE 90* ]ENDS 45* BENDS BE 5* BEND I TEES I PLUGS 4. A1.001MAIMMATERIA.01114AP.1.1712OR LESS MY BE USED METER VAU ku . MECHANICAL JOINT ISSUE FOR CONSTRUCTION
A 11 A I E A B A I R IC I D DIP EUS, kRui As BADOM.L. AMR FEW wwv& BY THIS ENRIMISR. FITTING. SCHEDULE
2 1/2' 12' 7' 6' 7' S' 6' 7- 8' 8' 14 1 No. ITEM
4' 14' 8' 7' 9' 6'
Ill 81 18 THRUST IN DID: TV. 1 4- &V. ml O.S. 4 Y.. PE
61 al 2 14' SFICCL, FEE 4 AS
MEOHIRAY, I6FRRRWWHHUSRH,An,ANN. 6' 16. IF 9, OF -6. B. 10' 12' IV 21, NIK WATER LI 3 4-1011
C4.2
22- 13' 12' 13' 0' 10' 13, IV Ia. 29 ELEVATION NE BEQQ IN NOTES:
4 4- CCNIPOUND MEM R
. ....... 5 4- BUND RANGE N/ r BRASS PLUG
12' 29' 21' 16' 2V 11' 16' IS- 24- 116' F4r 1. VALLT COVERS TO BE TRAFFIC Dily.
2. VAULT CONFIGURATION SLALL MEET CITY
16, 20- 154' TEE CML DETAILS
VAULT N.T.S.14 "RUST BLOCMNG N.15,1 3 IPACKFLOW PREVENTER (BFP) N.T.S. �NATER LINE BEDDING + BACKFILL __77T tS IDOMES11C WATER METER N.T.5 )
CONSULTANTS
Civil Enninser
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PBK - Civil Grou
PIOM SuOp
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713 SEE
713.961.4571
MEP Engineer
PSK - MEP Group 2210
11
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713.90&OWB
713.961.4571
Structural Engineer
PBK - Structural Group
11
HOU=TP
Ift Sun 2210
713.965.0=
713.961.4571
Food Service Cortsultants
MMurW & Aesociates
21WO T#h111 Ott"
WZ03212PW
251.=.5959
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Oro Hwtour Square
wV MaIta Bay Drim aura 210
Leaguis City' Tons 77573-2700
Phorw 281-M14-4757
RW 281-334-SM
000,
III- -
+1
+
NO 112" IR
CRizmv SAWfTINiZY M14
C�ue Box RIM 10�AS C�LS
INV(-)A 15
08225
01/12/09
ISSUE DATE:
02/24/09
C5,1
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Pr
CONSULTANTS
Civil ftlneer
PBK - Civil Group
H11 PrO411 SuRb 2210
7ML 77
713.28IA571
MEP Engineer
PBK - MEP Group
11 Omn
"Otmon'T P7170MIS"Ifis 2210
713.995.0608
713.961.4571
Structural Engineer
- Structural Ora
PBK up
11 011111117 III=. Suffs 2210
Houdo". 77049
713.905.01008
713.961.4571
Food Service Consultants
Milunzl & Associates
21830 T#IIIII Orliss
77=1
1 .2323
Ass
dk
'67
-III Ala
Ala Aft
Is
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�Jw
ArCtiffectEre
Eraheffira
phiYliv
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.........
.......
0 ...........................
:Z JASONJ.HULL
99:L89 .,z
40
'SIONA',
WV Marine, Bay Drim Suits 21D
One Hartsour Scluare
ow M Texas 77573-27W
PhOW 21111-W14-4757
Fifur 281-334-5022
08225
01/12/09
ISSUE DATE:
02/24/09
CIVIL AND STRUCTURAL PACKAGE
ISSUE FOR CONSTRUCTION I
C61
DRAINAGE
AREA MAP
LANDSCAPELEGEND
SYMBOL
NAME/ DESCRIPTION
SIZE
QUAN.
COMMON: LIVE OAK
30 GALLON
SCIENTIFIC: QUERCUS VIRGINIANA
3"cal.
V-00 H. min.
48
MEDIUM DECIDIOUS TREE
;E
z
L
Pk,
X
0
z
t /
/V//
�44'
V-O"HIGH BERM
10
ff 6--V HIGH VINYL COATED CHAIN
LINK FENCE - TYP.
4" r/
40 / 4'-W HIGH BERM
#/
6'-0* HIGH VINYL COATED CHAIN
LINK FENCE - TYP.
/ / , 1, /
NEW SOD. INSTALL 5'-G'WID E
STRIP MINIMUM - TYP.
Z,
. . . . . . . . . . . . . . . . . . . . .......
1 220 sf
F347 sf
.......... . . . . . . . . . . . SERVICE YARD
b, AREA
0:
1,Uv
X - -
X F708-5 s-fl-,
hp
4'-W HIGH BERM
X
A. ,
a. x
212 sf
29� Sf
4�-O- HIGH BERM 653 sf
co'! . . . . . . .
343 sf
1,358 sf
0
1,091 Sit 1,187 sf
N,
'O"WIDE
4'0" HIGH BERM NEW SOD. INS L 5-�O"VVIDE
STRIP MINIMU
P.
4- O'HIGH BERM
530 sf
-Z7
505
I
MCC -Me ROAD
'WIDE CONC. SIDEWALK -
CIVIL DVVGS.
6`-V HIGH VINYL COATED CHAIN
LINK FENCE - TYP.
FIRE LOOP — RE., CIVIL DWGS.
a 0
Sam!
'NEW SOD. INSTALL 5'-G'WIDE
STRIP MINIMUM - TYP.
V-0"HIGH VINYL COATED CHAIN
LINK FENCE - TYP. �
FW-6.64
R�5.42
NOTES:
1. ALL GRASSED AREAS OF THE SITE DISTURBED BY CONSTRUCTION
AND NOT SCHEDULED FOR SOD OR LANDSCAPING ARE TO BE
HYDROMULCHED.
2. AN IRRIGATION SYSTEM WILL NOT BE PROVIDED AT TIME OF
PROJECT COMPLETION. IRRIGATION SLEEVES WILL BE INSTALLED
UNDERGROUND TO ALLOW FOR A FUTURE IRRIGATION SYSTEM.
LANDSCAPE CALCULATIONS
AREA OF SITE DEVELOPED: 876,392 SF (20.12 ACRES)
ZO NING: R-1 (LOW DENSITY RESIDENTIAL)
LANDSCAPING REQUIRED: 6% OF DEVELOPED AREA PER
CITY OF LA PORTE ORDINANCE
106.333 (A); TABLE B, RESIDENTIAL
AREA REQUIREMENTS
AREA OF LANDSCAPE REQUIRED: 46,642 SF
PROVIDED LANDSCAPING; 53,203 SF
NOTE: SYMBOL INDICATES AMOUNT OF PROVIDED
LANDSCAPING AT EACH INDIVIDUAL PLANTING AREA
ICONSULTANTS
Civil Enalneer
MK - Civill-Group
1, 01" Suft 2210
7 muftn'v wa
13.965.06011-1:
713.211f."71—
MEP Engineer
PEK - WP (Ira
Ila W22111
H=nT "77% Su
713,9115.01108
71&9$tA5,71
Structural Enalneer
PBK - Structural Group
11 or" Suft 2210
71&995.080
713A$1.4571
Food Service Consultants
Mlkmzl & Associates
2100 TqW Odn
I
VI Yhl 21""
L7
PROJECT NO. 08225
DATE 01/12/09
DRAWN
CHECKED
REVISIONS ISSUE DATE:
03/10/09
SITE REVEW
ME
A 0 A
W
iu
PAVING
1. DESIGN THICKNESS OF PAVING 2.5" ASPHALT
11. STABILIZED SUBGRADE TO A DEPTH OF
Ill. DESIGN STRENGTH OF CONCRETE N/A psi
IV. TYPE AND PLACEMENT OF STEEL: N/A
I - IV TO BE COMPLETED ONLY IF PAVING IS TO BE ACCEPTED BY HARRIS COUM
DRWEWAYS
1. NUMBER OF DRIVEWAY APPROACHES PROPOSED: 2
11. HARRIS COUNTY STANDARD DRIVEWAY DETAIL APPEARS
ON SHEET
NOTES4
I - 11 'TO BE COMPLETED ONLY IF PROJECT ENTAILS CONSTRUCTION OF DRMAYS
AT TIME OF DEVELOPMENT I
FIRE APPARATUS ACCESS ROAD
0 REQUIRED AND SHOWN ON SHEET(S)
El NOT REQUIRED DUE TO
CUR]BING_
1. ISLANDS AND MEDIANS REQUIRE STANDARD 6" CURBING
11. 0 STANDARD 6" CURBING PROPOSED
0 4" x 12" CURBING PROPOSED
0 6" OR 4" x 12" ALLOWED EXCEPT AT MEDIANS AND ISLANDS
TRAFFIC CONSIDERATIONS
1. MEDIAN CUT
9 NO MEDIAN CUT OR RELOCATION IS PROPOSED
El MEDIAN MODIFICATIONS ARE SHOWN ON SHEET
11. LEFT HAND TURN
0 NO LEFT TURN LANE IS PROPOSED
El LEFT TURN LANE IS SHOWN ON SHEET
111. 'TRAFFIC CONTROL PLAN
[I NO WORK IN THE RIGHT OF WAY IS PROPOSED THAT
WOULD INTERFERE WITH TRAFFIC FLOW
0 TRAFFIC CONTROL SHOWN ON SHEET 4
IV. EXISTING TRAFFIC CONTROL
[I DEVICES SHOWN ON PLANS (T.C. BOXES AND LOOPS)
NOTES
I I - III TO BE COMPLETED FOR ALL PROJECTS
STORM WATER QUALITY
"�bQNSTRUCTION PROTECTIVE MEASURES.
El S`W�P SITE PLAN AND DETAILS ON SHEET(S)
M EXEMPT NEW-Q&VELOPM
El EXEMPT REDEVEC MEN
�j
TOTAL IMPERVIOUS j RI
El EXEMPT "GRAND FATHE
F-1 "STORM WATER QUALITYY
SEPARATE SUBMITTAL El
"STORM WATER QUALITY
SHEET(S)
SUBDIVISION DRAINAGE
LJ STORM SEWER
\OOADSIDE DITCH
El CITY C
OTHER
FREQUENCY
El TO DETENTION PONI
DETENTION POND MAI INED BY
M
TO HCFCD DRAINAGE I H UNIT NO.
t
El TO HARRIS COLIN XROAD E DITCH
S
ME:
ROAD INA .
[]STATIC W.S.E. 0 TFALL IS
M SEWER IS SUBMERGED.
�D ST M SE
y
El PROPOSED
STORM WA /ROUTFALL
/CAPAC ALLOCATED TO TRACT FROM D . A. M \AP: (CFS)
0
FRODRAINAGE AREA MAP DATED:
P E
P ARED BY.
T TU L 0
UAL OUTFALL RATE: (CFS)
FLOW PRIOR TO DETENTION: CFS
FLOW AFTER DETENTION (IF REQUIRED): CFS
NOTES
I - IV REQUIRED ON ALL SUBDIVISION Tt?E PROJECTS INCLUDING MANUFACTURED HOME PARKS.
4T
OF LESS THAN
5 ACRYPARCEL.
OF
A 5 ACRE OR
LA��R PARCEL
WHERE
CE
(EXISTING PLUS
IS
LESS THAN 1 ACRE.
D"
,/FrROPOSED)
BY AN EXIST t
STORM SEWER
LINE.
� I
A
GEM ENT
HAS BEEN/WILL
BE INCLUDED IN A
//PZN-
ITLED
IA%NAGT PLAN"
INCLUDED. SWQMP SITE PLAN ON
E3 VEGETATIVE CONTR S USED: (FILTER STRIP, G SY SWALE, URBAN FORESTRY)
I �� _r
DETAILS AND C ULATIONS APPEAR ON SHEEI S
El POND STRU RE USED (WET, DRY, WETLANDS) DETAI AND CALCULATIONS
EGETAT'VE CONTR
E A L AND
T ' S C UU
ND STR RE US
APPEAR SHEET(S)
TY
El HYD /DYNAMIC TYPE SEPERATOR MODEL: --------
(S).
HER . _ N�
EI HER(S):
NOTES:
I - 11 REQUIRED ON ALL PROJECTS, III IF NOT EXEMPT OR 'GRANDFATHERED"
9. WHEEL CHAIR RAMPS / SIDEWALK
WHEEL CHAIR RAMPS PROPOSED YES0 NOD
SIDEWALKS PROPOSED YES 0 NOE]
NOTE: IF A MAJOR CATEGORY ON THIS
SHEET IS NOT REQUIRED FOR THE PROJECT,
"X" THROUGH THAT ENTIRE SECTION.
CATEGORY (6) MUST BE COMPLETED.
7. FLOOD CONTROL DISTRICT C RITI
N 0 SU
0
STORMWATER DETENTION BASIN ROUTIN 7 TABLE
0
OEETENTION IN DRUAINAACE AREA ACRES
SITE DRAINAGE
( ER THAN
0
OTHER THAN SUBDIVISION TYPE PROJECTS)
G
PROPOSED DRAINAGE A EA
D
V Lo T I
NEW DEVELOPMENT AREA:
Lop PM
M T
RE -DEVELOPMENT AREA (AMOUNT INCREASED
I JOUS
I ERVIOUS AREA):
NEW ARE 0. 65 =-ACRE-FEET
DETENTiO;l REQUIRED
n
vl\ r
PROPOSED VOLU�E ACRE FEET/
Ill. OUTFALL
OUTFALL TO El ROADS1 NEITCH
0 STORM SEW
0 OTHER
STATIC W.S.E. @ OUTFALL IS
@ OUTFALL IS
ROADSIDE DITCH OUTFALL:
X .0088
ROAD FRONTA E '5 (CFS) ALLOWABI F OUTFALL
G - X .0088
TFALL RATE.
)UTFALL
CATED M;TRACT F OM D.
,'; P
PROPOSED OUTFALL RATE:
0STORM SEWER OUTFALL
AT
CAPACITY ALLOCATED TRACT FROM D. MAP: (CFS)
FROM DRAINAGE A MAP DATO:
PREPARED BY:
ACTUAL OUTFA RATE: (CFS)
IV. PUMPED DE%ION FACILITIES
/ENTEVOLUME GRAVITY FLOWS: ACRE FEET
VOLUME AT IS PUMPED: ACRE FEET
LU
VELOCITY INTO ROADSIDE DITCH
NT C
OR ORM SEWER:
I
0 p Sp I
I
P SPECIFICATIONS AND OPERATING PLAN
PPEAR ON SHEET
FLOW RESTRICTOR SIZ
OUTFALL PIPE SIZE:
RESTRICTOR PIPE SIZE:
VI. E]PROPOSED STORM SEWER IS SUBMERGED.
NOTES:
1. REQUIRED FOR ALL PROJECTS OTHER THAN SUBDIVISION TYPE PROJECTS. DEVELOPMENT AREA INCLUES
ALL AREA WHERE BUILDING, PAYING OR GRADING WILL OCCUR. AREAS NOT INCLUDED BUT WITHIN
THE PROPERTYS BOUNDARIES MUST BE DELINEATED AS A "NO WORK' AREA ON THE DRAWINGS.
11. - V. REQUIRED WHEN PROPOSED FACILITY WILL INCREASE THE AMOUNT OF RUNOFF INTO A COUNTY
DRAINAGE DITCH, ROADSIDE DITCH OR STORM SEWER. IF ANALYZED AND THE RECEIVING DRAJNAGE
STRUCTURE HAS CAPACITY IN THE FULLY DEVELOPED CONDITION OF THE AREA IT SERVES,
NO DETENTION IS REQUIRED.
RAINFALL EVENT PRObkq1�1Y
I PRE -DEVELOPED PEAK
RUNOFF (CFS)
POST -DEVELOPED PEAK
RUNOFF CFSj
PED ON
A K OW
IN
&S
S UMRAFyj'l M U M WATER
kCE ELEVATION
EAK SfT
lV!0LU AC!FT)
Mg
STORAGE RATE
I (Ac-Fr PER Ac)
10% EXCEEDANCE (10-YE�&
lz
I
1% EXCEEDANCE (100-YEAR)l
I
ADDITIONAL CRITERIA FOR PU !D DETENTION BASINS:
VOLUME OF PUMPED 1% EXCEEID!�CS ORAGE VOLUME = ___AC -Fr - % OF TI TAL VOLUME
MAXIMUM DESIGN
DRAIN TIME FOR BAUINFLO! -VELOCrry INTNOCRDS =EOLN= CFS
ST%ORM TER DRAINAGE DESIGN REPOR
REPORT TITLE
REPORT DATE ENGI
DATE OF ACKNOWLEDGEMENT BY HCFCD OR FLOODPLAIN
STORMWATER DETENTION FOR
PLAN TITLE
ENGINEERING FIRM
WORK CONTAINED IN T
- DATE SIGNED BY HCFCD
"FCD STANDAR-6 NOTES: SEE SHEET OF THESE PLANS.
QFCD NDARD DETAILS: SEE SHEET OF THESE PLANS.
EFP�/TO PLAN SHEETS - FOR EXISTING AND PROPOSED I
KY DELINEATION AND COMPLETE RECORDING INFORMATION TO IN,
K'S FILE NUMBERS, TYPE OF ESTATE (e.g., DRAINAGE EASEME14T
STRIP, ETC.) AND GRANTEE (e.g. COH , HCFCD, PUBLIC, TXDOT, I
NOTES,
1. COMPLETE ONLY IF HCFCD OR HARRIS COUNTY IS REQUIRING DETENTION.
11. COMPLETE ONLY IF PROJECT HAS WITHIN IT OR IS IMMEDIATELY ADJACENT TO AN EXISTING
PROPOSED HCFCD MAINTAINED CHANNEL OR DETENTION BASIN.
Ill. COMPLETE ONLY IF PROJECT INCLUDES NEW OUTFALL, BACKSLOPE INTERCEPTOR OR OTHEI
RELATED WORK WITHIN AN EXISTING OR PROPOSED HCFCD MAINTAINED CHANNEL OR DET
IV. COMPLETE ONLY OF PROJECT HAS WITHIN OR IMMEDIATELY ADJACENT TO IT AN EXISTING
OR PROPOSED PUBLIC DRAINAGE CHANNEL OR DETENTION BASIN.
F-T_"_i
HEAD CONDITIONS.
IS PROVIDED BY OTHER PLANS:
WATER AND WASTEWATER
5. DESCRIPTION OF.PRO)ERTY
1. TYPE OF SERVICE PROPOSED
1. LEGAL DESCRIPTION / PLAT :D OR RECORDE
McCABE ROAD RIGHT-OF-WAY
MUNICIPALITY:
HARRIS COUNTY, TEXAS
El
UNICIPAL UTILITY DISTRICT:
1771
0 ER DISTRICT:
[:]NEW PLAT LOCATED IN THESE SURVEYS:
EF-11
PRI E WATER AND WASTEWATER SYSTEMS
El
PRIVAT WATER SYSTEM AND INDIVIDUAL SF
El
INDIVIDUA WATER WELL AND OSSF
0 REPLAT OF RECORDED SUBDIVISION OR RE! ERVE
KNOWN AS
El
OTHER:
El
NO UTILITIES E PROPOSED
11. ADJACENT ROADS McCABE ROAD
11. PROOF OF CAPACITY
STATE HIGHWAY 14(
LETTER FROM DISTRIC iORIZING SERVICE
AND CONNECTION
171
TCEQ APPROVAL FOR ATE SYSTEM AND
'j 'J' '-'v' "'
111. JURISDICTIONS
PERMIT FOR WASTE ATER SY EM.
T`
0 CITY OF HOUSTON
E]
TCEQ APPROVAL R WATER S TEM AND
CITY OF LA PORTE
Ll I
OSSF FEAS�/IBILIREPORT
El ETJ, CITY OF
EI
31 ITY I C Sl
OSSF FEASI ITY REPORT Wf\HICHC SIDERS
INDIVIDUAL ELLS
171 UTILITY DISTRICT:
El R.81DENTIAL:
11 /60MMERCIAL:
1�d OTHER:
OMCOMPLEIE FOR ALL PROJECTS
11. COMPLETE FOR ALL PROJECTS.
Ill. COMPLETE ONLY IF TCEQ DISCHARGE PERMIT IS PROPOSED
FLOOD PLAIN STATUS
CITY OF LAPORTE IS THE
1. GENERAL
INFORMATIO FLOODPLAIN ADMIN.
FIRM
PANEL(S) FOR PROPERTY- 48201CO945L
FIRM
PANEL(S) DATE: JUNE 18-2007
STATUS OF PROPERTY ON MAP
El
LOCATED IN UNSHADED ZONE "X"
0
ENTIRE��CATED IN SHADED AND UNSHADED ZONE -X"
I-]
L D PARTIALLY IN ZONE "AE" DELINEATE
ffNCONSTRUCTION DRAWINGS (DRAINAGE LAYOUT)
0
LOCATED ENTIRELY IN ZONE 'AE' (INDICATE
BASE FLOOD LEVEL ON CONSTRUCTION DRAWINGS)
El
OTHER
ED
SITE REMOVED FROM FLOODPLAIN BY LOMR-F
CASE NO. 08-06-0634A DATED FEB. 29, 2008
FLOOD HAZARD RECOVERY DATA
[I
FLOOD HAZARD RECOVERY DATA AVAILABLE AND UTILIZED
(PROVIDED INFORMATION BASED ON 1973 AND 2001 ADJUSTMENTS).
0
FLOOD HAZARD RECOVERY DATA NOT AVAILABLE.
ELEVATION INFORMATION
BENCHMARK USED
11
FEMA RM benchmark
0
HARRIS-GALVESTON COASTAL SUBSIDENCE DISTRICT
BENCHMARK (FOR COASTAL AREAS)
19
OTHER
DESCRIPTION OF BENCHMARK INCLUDING ELEVATION, DATUM AND
YEAR
OF ADJUSTMENT HARRIS COUNTY REF. MARK 010370, ELEV 13.57
NAVD 1988, 2001 ADJUSTMENT
El --S(OPER7 LIEE%�NT�RELY ABOOVE THE BASE FLOOD EL
NO ZON HADED R UNSHADED=
S PA �ALLY PELOW THE FLOOD
PRO S A 7
LEVIET tMUST UN ATED 0 - r5GRAPHIC SURVEY)
FLOODPLAIN STORAGE SUMMAR AP ONLY TO PORTION OF LAND LOCATED WITHIN
PLAIN AS DE3JNEATED BY FIRM PANEL).
A. TOTAL VOLUME OF IIAL PROPOS BE PLACED WITHIN THE FIRM
DELINEATED F LAI �Fl I , ASPHALT, ETC.):
i.e., BE ELEVATION (2001 AD. 1 ) CUBIC YARDS
B. L VOLUME OF MATERIAL PROPOSED TO BE REMOVED THE FIRM
DELINEATED FLOODPLAIN:
i.e., BELOW ELEVATION - (2001 ADJ.) CUBIC YA
NOTES
1. COMPLETE FOR ALL PROJECTS
II. COMPLETE ONLY IF PROJECT, IS ADJACENT TO 100-YEAR FLOOD PLAIN
IV. EILOMR REQUIRED
VERIFIED BY-SAWU,41L_�q�T
HAR-RIS CO ITY
PUBLIC INFRASTRUCTU DEPARTMENT
E -%7-nD U S S D -0
.A.rivil R.EVIEPSHEET
El OTHER:
IV. HCAD ACCOUNT NOS. (ALL)
N/A (ADJACENT PROPERTY 040-244-003- )036)
LOTS UNITS
AVERAGE AILY FLOW
NOTES:
L, Ill., IV., COMPLETE FOR ALL PROJECTS
11. COMPLETE ONLY IF PROJECT IS LOCATED ADJACENT TO A PUB C OR PRIVATE ROAD.
HCPID SIGNATURE BLOCK
PROJECT KNOWN AS:
McCABE ROAD RIGHT TURN LANES TO SERVE BAYSHORE ELEMENTARY
McCABE ROAD AND S.H. 146
WAS ACCEPTED BY THE FOLLOWING GROUPS FOR THE PURPOSES LISTED BELOW:
ENGINEERING DIVISION
By INTERPOSE NO OBJECTION DATE
DATE
DATE-1
Gv;ew Alo-1
BY z fn 4OAMAW Q DATE
HARRIS COUNTY FLOOD CONTROL DISTRICT
INTERPOSE N"ECTION
ffy A i = - DATE
FOR riEMs LOCATED OUTSIDE OF HCFCD RIGHT-OF-WAY
APPROVED:
By DATE
FOR ITEMS LOCATED WITHIN EXISTING HCFCD RIGHT -OF WAY
APPROVED:
BY DATE
FOR ITEMS LOCATED WITHIN PROPOSED HCFCD RIGKT-OF-WAY
ADDITIONAL COMMENTS:
THE PROJECT WAS REVIEWED, HOWEVER, THIS DOES NOT MEAN THE ENTIRE PROJECT, INCLUDING ALL SUPPOR11NI DATA
AND CALCULATIONS HAVE BEEN COMPLETELY CHECKED AND VERIFIED. THESE DRAWINGS ARE SIGNED, DATED AND EALED
BY A PROFESSIONAL ENGINEER LICENSED TO PRACTICE IN THE STATE OF TEXAS, WHICH THEREFORE CONVEYS TH ENGINEER'S
RESPONSIBILITY AND ACCOUNTABILITY. THIS DOES NOT RELIEVE ANY PARTY FROM COMPI.YING WITH ANY OTHER LE ALLY
OPTED REGULATION OR ORDINANCE RELATED TO LAND DEVELOPMENT. IF THE CITY SIGNATURES ARE REQUIRED Y ORDINANCE,
C UNTY PERMITS WILL NOT BE ISSUED UNTIL SUCH SIGNATURES ARE OBTAINED. THESE SIGNATURES ARE VALID F R A MAXIMUM
F YEARS.
ENGINEER!S CERTIFICATION
JASON HULL
A LICENSED PROFESSIONAL
... ..... ENGINEER IN THE STATE OF TEXAS DO HEREBY CERTIFY THAT THE INFORMATION
PRESENTED ON THIS SHEET IS TRUE AND CORRECT TO THE BEST OF
.. ................
99189 MY KNOWLEDGE.
. d 1 THRU
THE COMPLETED PROJECT CON I S S OF DrG
SEAL I R
I SF
R E 1 0 N S
DATE SHEET NO. DESCRIPTION A KNOWLEDGMENT
IEET NUMBER
REQUEST NO.:2c)09054 APPLICANT NO. OF
VERSION 1