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GML LEGEND
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PRDPCfEO CATCH BASIN (GI)
®.
PROPOSED "A" INLET U-p
l7
PROPCGED "E" INLET (E-I)
®
sroRM MANHq.E wi GRATE toP
Q
PROPQ�FD MANHOLE
OO
PROP0."ED H-3 Rt JIR1CfION BOX INLET
w
GATE VALVE E BOX
FIFE rJ.EEVES
PP.OP. 45r EL
3r
TAPPING SLffVE E VALVE
TC
TOP OF CURB ELEVATION
iP
TOP Cf PAVEMENT ELEVAt10N
iG
TOP OF GRAZE ELEVATION
TR
TOP OF RIM (MANHOLE)
�+
FINISH GRADE ELEVATION
FL
FLOFA.INE FlEVATION
1ST.
T1NtOAt FIDNLINE FlEVATION ("E" INLET)
RI
FIRE HYDRANT
A91
MANHOLE
W
CLEAN OUF
OCA
DOLBLE CLEAN OUf
NIC
NQf IN CONTRACT
(�
ROOF DRAIN COLLECTOR
E7✓
GATE VALVE
srM
srDRM SFrsR
.SAN
SANITARY SEY'✓ER
REF
REINFORCED CONCRETE PIPE
HOPE
HIGH DENSITY PAYETHYLENE
Fff
FILLER FABRIC FENCE
RF8
REINFORCED FABRIC BARRIER
IPB
INLET PRINFL'fION BARRIER
X
EXPANSION JOINT
L
IDNGIIIIDINAL CONBIRUf.TION JOINT
LT
LONGf11IDINAL-nED CONsiRULTION JOfNr
�T
1RANSVER.iE CONTRACTION JOINT
B
SAAED PAVEAiFNT JOINT
LIE
unuTv EASFLIFNf
SSE
SANITARY SEWHZ EASEAffN'f
EP
EDGE OF PAVFAIENT
HB
HIGH BANK OF DITQi
CL
CENTERLINE OF DITCH
PP
� rolE
GW
GUY WIRE
GM
GAS METER
PB
PHONE eaX
FC
FENCE CORNER '
eB
eABiE erne
NG
NATIRAL Cit011ND
.d,�
EXISTING ELEVATION
�1P B7.39
PROPOSED ELEVATION
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ACKNOWLEDGMENT EXECUTION
IN TESTIMONY WHEREOF, THE LA PORTS INDEPENDENT SCHOOL DISTRICT HAS
CAUSED THESE PRESENTS TO BE SIGNED BY KATHY GREEN, ITS PRESIDENT,
7HEREUNTO AUTHORIZED, ATTESTED BY ITS SECRETARY (OR AUTHORIZED TRUST
OFFIG�R), BILL SNEAD, AND ITS COMMON SEAL HEREUNTO AFFIXED THIS
?� DAY OF � -l.�i , 2009
LA FORTE INDEPENDENT SCHOOL DISTRICT
BY: • ��
THY GREEN, PRESIDENT
::.I.
CITY APPROVING AUTHORITY CERTIFICATE
THIS IS TO CERTIFY THAT THE GIN PLANNING AND ZONING COMMISSION OF THE
CITY OF LA FORTE, 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 FORTE.
• � • i�i''�;�
ATTEST: �
RETARY, LA ORTE � ��
PLANNING AND ZONING
COMMISSION
%Mr'
DI EGTOR, LAP PLANNING
DEPARTMENT
CHAIRMAN, LA FORTE PLANNING
AND ZONING COMMISSION
VICINITY MAP
N.T.S.
BUILDING MATERIAL LEGEND/NOTE:
BRICK VENER, MODIFIED BITUMEN ROOF E ALUMINUM
WINDOWS.
IOOZ MASONRY/GLASS PRODUCTS (ALL SIDES)
NOTES TO GONTRAGTOR:
CONTRACTOR TO PROVIDE AND INSTALL 4" DOMESTIC WA1ER METER.. METER MUST
BE NEPTUNE TRU/FLO EQUIPPED W/ R9001 PI7 MIU. CONTRACTOR IS RESPONSIBLE
FOR WATER AND SANITARY SEWER TAPS. CITY OF LA FORTE TO INSPECT WA1ER
AND SANITARY SEWER TAPS. CONTACT MR. GURTIS HERROD A7 (281)-471-9650 TO
COORDINATE INSPECTION OF THE TAPS.
DO NOT CANNEGT 70 1011 WATER LINE NEAR STATE HIGHWAY 146.
DO NOT CONNECT TO 811 WATER LINE NEAR MGGABE.
THIS DEVELOPMENT IS SUBJECT TO A °DEVELOPER'S AGREEMENT° AND SPECIAL
CONDITIONAL USE PERMIT#SCU07-004 FOR THE LAKES Al FAIRMONT GREENS
SUBDIVISION.
OWNERS CERTIFICATE
I (OR WE), LA FORTE I.S.D., AS OWNERS OF THE ACRE TRACT DESCRIBED IN
THE ABOVE AND FOREGOING SITE PLAN OF BAYSHORE ELEMENTARY DO HEREBY
ESTABLISH SAID DEVELOPMENT OF SAID PROPERTY ACCORDING t0 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 INTD THIS EASEMENT EXCEPT 8Y MEANS OF AN
APPROVED DRAINAGE STRUCTURE.
SITE PLAN ACCURACY CERTIFICATE
I, JASON J, kULL, AM LICENSED UNDER THE LAWS OF THE STATE OF TEXAS TO
PRACTICE THE PROFESSION OF ENGINEERING AND HEREBY CERTIFY 1HAT THIS
SITE PLAN IS TRUE AND CORRECT; AND THAT ALL BEARINGS, DISTANCES,
ANGLES, CURVE RADIUSES, AND.GENTRA ANGLES TELY SHOWN ON
THE SITE PLAN.
JASON J HULL, P.E.
TEXAS LICENSE N0. 99189
FLOOD STATEMENT
THIS PROPERTY IS LOCATED IN ZONE "X" SHADED PER
FEMA LOMR-F CASE NO. 08-0¢-0634A DATED FEBRUARY
29, 2008.
LEGAL DESCRIPTION
TRACT IA ABSTRACT 30 W P HARIS SURVEY
HARRIS COUNTY, TEXAS
TYPE OF DEVELOPMENT: INSTITUTIONAL
NAME OF DEVELOPMENT: BAYSHORE ELEMENTARY
ZONING: PLANNED UNIT DEVELOPMENT (PUD)
OWNER/DEVELOPER: LA FORTE I.S.D.
ADDRESS:
LA FORTE, TX
PBK - Civtl Qroup
11 Or9Aa Plaza. SuH9 2210
HeuAbn, TK 77948
713.988.0808
713.981.4871
MEP Engineer
PBK-waMYEP Qroup
IbuAo�n, T7( nW83ulta 4210
713.983.0608
713.98fA871
Structural Engineer
PBK -Structural Qroup
it Bnwnnrav Plum. BuN� 22/0
NeuNon, TX 77048
713.965.0808
713.981.1371 ,.
Food Service Consultants
MNunzl 3 Associates
52S�183nop�r�N1To�
Y81.330.R323
281.330.3939
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3027 MertlaFla� �8glare� 210
League CMy, texas n573-7)00
PNolts 2N1.334�4757
F�ac 281.334.5072
08225
01/12/09
ISSUE DATE:
02/24/09
CIVIL AND STRUCTURAL PACKAGE
,ISSUE FOR CONSTRUCTION
C0.1
CML NOTES
AND LEGENDS
a9- 83od
CONSULTANTS
Civil En�nesr
PBpK�-��Cyivil Group
Li IbuNon. TX P71,,�� SuN• 2210
'.. 713866.0806
713,98L4S71
'! MEP Eno►nser
'PBK -MEP Group
11 Or••n PI•m. SUN• 2210
'i itss e°9s:oe�o9 n04B
'.. 713.981.1871
Structural Engineer
PBK-nwaSytructural Group
HeUdon.. TX 770�46 Suits 2210
713.963.0808
713.981AS71
Food Service Coneultante
Mdlunzl 6 Aesoeiatas
'. 2/83n0�T hNl Draw
2�1.330�23 389
281.350.3939
KEY PLAN
08225
01/12/09
ISSUE DATE:
02/24/09
CML AND STRUCTURAL PACKAGE
ISSUE FOR CONSTRUCTION
CO2
SURVEY (FOR
INFORMATION
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ii OnmMuy Pima, Suits 2210
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p1z�pe��ii39uoon..Ti 61 psms�ociates
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t.eaptle Clty, Texas 77573-2700
Ptwr>e: 2ei•�a°4ns7
Fax: 2ei•asa°sons
08225
0�/12/os
/ ', ISSUE DATE:
02/24/09
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CONSULTANTS
�Plti-a1T1LTT7i
SITE'S ADDRESS:
B00 MCCABE ROAD, LA PORTS, TEXAS
PARKING REQUIREMENTS
CHAPTER 106, ARTICLE V1. SEC, 106-836
CITY OF LA FORTE CODE OF ORDINANCES
PERMITTED USES
OFF-STREET PARKING SPACES REQUIRED
SCHOOL, PUBLIC
ELEMENTARY
I PER STAFF
I PER 20 STUDENTS
STAFF/FACULTY: 75
STUDENTS = 750 (MAx.)
75/I = 75
750/20 = 37.5 = 38
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COUNTY FOR THEIR Pl.C�R SCHOOL ZONE FLASHER SYSTEM,
8, EACH COMPLETE SYSTEM SHALL INCLUDE THE FOLLOWING:
I. ONE (Q DC FLASHER BAGC PANEL;
2. ONE (i) OC NAZTEC CHRONOMAX TIMECLOCK WITH v3 .x SOFTWARE;
3. ONE (O OC TYPE NET WITH POLICE DOOR LOCK, CABINET MOUNTING
HARDWARE, AND'fWO (2) BUILT IN SHELVES;
4. ONE (O PROSTAR CHARGER WITH BUILT IN LCD DISPLAY AND METERS;
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 ONE POINT MOUNTING HARDWARE ASSEMBLY;
GALVANIZED POLE;
8. ONE (O PLA571C BELL COVER;
9. ONE (D TOP OF POLE MOI.PLTING HARDWARE ASSEMBLY FOR DUAL
50-WATT SOLAR PANELS-NAZTEC PART e8005-05101
10. TWO (2) 50 WATT SOLAR PANEL ASSEMBLIES - NAZTEC PART
88005-0500;
il. 1W0 (2) 12 VOC BATTERIES - NAZTEC PART #3900-128018;
12. ONE (O LOW -PROFILE PAGER ANTENNA;
ANTENNA CABLE ASSEMBLY;
14. ONE (D MOTOROA PAGER WITH PAGER MOUNTING BRACKET ASSEMBLY;
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THE
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713.961.4571
7/3.981
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11 On�nww Piam, SuN� 22/0
IIOUMen, TX no�9
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713.981.4371
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Hou•ta�i, TX P� � Suits Y2/0
713.885.0808
Structural Engineer
PBK -Structural Group
it Onronw9y Pl9m, SuNs 2210
NeuMon, TX 770'IB
713.985.0808
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3027 MHsrila 8sy Drlvet SUlte 210
LeaO(s City, Texas 77573-27W
Pi1ot18 281.334.4757
Falu 281.334.5022
08225
01/12/09
ISSUE DATE:
02/24/09
CIVIL AND STRUCTURAL PACKAGE
ISSUE FOR CONSTRUCTION
C1.1R
CML SITE
PLAN
713.961.4571
7/3.981
PBK -Civil Group
11 On�nww Piam, SuN� 22/0
IIOUMen, TX no�9
713.985.0808
713.981.4371
MEP Engineer
PBK - weMrEP Group
Hou•ta�i, TX P� � Suits Y2/0
713.885.0808
Structural Engineer
PBK -Structural Group
it Onronw9y Pl9m, SuNs 2210
NeuMon, TX 770'IB
713.985.0808
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3027 MHsrila 8sy Drlvet SUlte 210
LeaO(s City, Texas 77573-27W
Pi1ot18 281.334.4757
Falu 281.334.5022
08225
01/12/09
ISSUE DATE:
02/24/09
CIVIL AND STRUCTURAL PACKAGE
ISSUE FOR CONSTRUCTION
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CONSULTANTS
Civil Engineer
PBK -Civil Group
11 Oran PI"z". SuiFTX s 2210
713,99A808 ��
713.961.4871
MEP Engineer
PBK -MEP Group
t i OranwaY Plas", Suite2210
How1oM TX 77049
713.983.0808
713.961.1371
Structural Engineer
PBK - Structural Glroup
it OranwaY Plam S"8� 2210
xouMon, 77( 7704§
713.983.t1808
7t3.981.4571
Food Servles Conaultanta
Mlllutlzl tk Aasoetatea
SS2pp183nn0��..Tophlil��
ZBi.359.2323
28i.330S939
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3027 MertlaH BDsqmm
Nv4 State 210
Leaytb City, Texas 77b73-2700
PF10T1� 281.334.4757
F81c 28i•334.5022
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08225
01/12/09
ISSUE DATE:
02/24/09
CIVILAND STRUCTURAL PACKAGE
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CONSULTANTS
civil EnDineer
PBK - Civli Qroup
�� �z2fo
713.985.0808
713.981.4371
MEP EnDtnser
PBK - MF.P Qroup
11 0nonrray Plazo Suao 2210
Nowlon, TX 77048
713.995.0909
713.981.4571
Structural EnDlneer
PBK - SUuctural Qroup
11 thwmrar Piam, SuNe T210
Nowion, 7% 77048
713A95.0909
71ssa1.4s71
Food Service Consultants
Mlllunzl 6 Aeeoclates
S21&TO T hlil Dr1w
281.360.�2,i2 n�
231.3303869
JASON J.'TfULL ,'�,
ttllit'1LLLT.LLvL• -05
SqLwo
3027 MsrtlaH Bey rDrlvq SuRelue 21D, 00
Leappu�e��C�Ky, Texae 77573*m
.1M10 281.33444757
Fex 28f•334.5022
08225
01/12/09
ISSUE DATE:
02/24/09
CIVIL AND STRUCTURAL PACKAGE
ISSUE FOR CONSTRUCTION
C3.1 R
PAVING AND
GRADING PLAN
CONSULTANTS
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PBK -Civil t3roup
11 9lwnwm Pl�o, SUIM 2210
Paudal. TX nag
713.986.0909
713.981.1371
MEP Enpinser
PBK -MEP Droop
�w°ro�n"ix°r P�s�n. zzlo
713.963.9908
713.981.4571
Structural Engineer
PBK -Structural Droop
11 Ora��py Plaza. Su9s 22f0
xoa�lon, 7X 77a9
713.985.0809
713.991.4571
Food Service Consuitanie
Mmunzi 6 Associates
51930 Tophlln�
281.3507T.2X3X 23
2281.350.5939
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rIMGI�V' ��p�°y���'r°C4C%��V%n
!'M• !Ar°aAT�°iiVlf
08225
01/12/09
ISSUE DATE:
02/24/09
CIVIL AND STRUCTURAL PACKAGE
ISSUE FOR CONSTRUCTION
C3.2R
PAVING
THICKNESS PLAN
N0 30'
now
NOTES:
1MIRCIQE
INIEIC&(CR
i. SHALL ff. OF Sit IRONVULJIN, V-FRAME t CAST
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1. WALLS E BOTTOM SHAo BE CONSTRUCTED
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BE PROVIDED WITH Pik -FORMED
KNOCWIIS ONLY IN WALLS WIEtE PIPR 0000
KNOCKOUTS ONLY IN WALLS WHERE PIPE
BDIf I
IN
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STUN DIRD
SOLID 80O A MINIMUM OF 5 FEET NDUD Of�O�
2 6TRVNEID - - -
GRADING, THE CONTRACTOR SHALL PLACE
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NR
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RAN15'
TYP.
FLOWUNE OF PIPE GOUT 13MRE NOTION
OF INLET. RIFE INTO INLET AT
WIDENED GRAM BUONIS R ALL
S. WHEN HOPE PIPE IS USED, PROVIDE
LEAST Off W • I
FULL NO JOINT
Ap
6, CONEiiIOS m WNNKWE. (O.D.M" MAX)MAY) Ism SECTION
BETWEEN 4
F INW,p71GN.
WITHIN 6 FEET OF INIA'f. n11
LIFTING M SHALL BE MIND OF NL SECTIONS.
OF i)RTE1D PIPE IMTO NLCLEARANCE
FLOWLINE OF PIPE. GROUT ENTIRE BOT'TOA1 .
ETMAT
j
FINISH FLOOR
b• INBTARL FILTER FNREO oVet INLET RRRATE
7, USE SIMMD CAST IRON FRAM AND COM WITH INS
LEAST ONE FULL CORRUGATION. NO JOINT ((� iRON SFRAM E E GRATE
i
/
TO PREVENT SILTS FROM ENTEHNG INLET.
IRTdB n5 �",
WITHIN 6 FEET OF INLET,
RCCNCPFIEOLW M 6°�X 6 29 MNE I� 5, oR �
---LLLAND OM
OR IA XW I.4 T WM �
_ _ _ '., 1
_ - - - -
7. IF BOTTOM SECTION INSIDE DIM IS W4 BAR, •
mom° -
LNY�HR THAN 30°x30°. PROVIDE CONCETE PJMT.
8.. TWEE BM,TETW MNNKEBIIESPGFl®. IHVUfJN
W341bi CAST IRr1 FRAM MND BM1E 4-0° MIN.
6. INSTALL FIL113R FABRIC WHt INLET GRATE
TO PREVENT SILT5 FRLWT ENTERING INLET.
OR•3 BARS• 24. O.C. SRBDMDETNL
TTONBITIGNSECTIONTDACQSRA 6°MN.
EACH MY BN g
"
TOP OF EXTERRIOR 3
30°%30" PRONE E NOTE 3/4"X6" BOLTS ()
9• FREE WN6KLE NOT LXAI® IN PAV® AREA•. GROUT BASE
VNtIB I
PAVING
zar "
FM IN RACE WITH N01.51RIIR: BONE.
7, WBOITONSECTION INSIDEDIM IS
so=
'.,
m'a°' 6°MIN.
LAM THIN 30"X30°,PROVIDE /Ba °
� Br'NRDOL
Mn AS wi imcm
f' O]ILREmm
MIN.
04 6ATG • i2° OAR 9NN.)
10. ISBN HOW! PIPE IS ilSTO,IWYIGE 60GiJFN10; BBWM3311
M9RDTE BOROM E nmNe DF PINE G4ENT WE
TRANSITION SECTION 10 ACCEPT A ^ /,yJ ��a•
30"X30" FRAME 4 GRAIL I •4 REBAR AROIRRD PERIMETER
_r
'...
BOTTOM OF MWiBE DOW PIPE INTO MANNA AT
II. LEAST ME FlL. CORiSINTla.
I (TOP, BOTTOM, E SIDES)
RE ML
ID JOINT WITHIN 6 RED OF WMZDRE.
.
ALLIRB3D 3' LA
'.,,..
VARIES
Y4M'/ I
TOR 48 MP
� s
fStat
P, DESIGN
L VfiDGIY• AS F.PA MAX
'..,
12° MN,
NOTES:
Hr
PROFILL
It WHERE DQERRIOR PAVING PSUUTTS BUILDING, PAVING SHALL MATCH FINISH FLOOR AT ALL DOORS,
STORM SERER
III
2. PAVING SHALL SLOPE TO 3-INCHES BELOW FINISH FLOOR (WEEPS HONES) IS -FT AWAY FROM DOORS.
j
4 ' ` 4" 12
I �•l°
J
H.WF PNE 511824°m42° L, B'W' c7'-6"OLWRLETRIBDOE WID. u•m47° 0.is
�- �'
6n 8" MIN,
• '
/
\ �.
IN3' MAX. AID 1' WN. RIE A MOTE q,O! IqP. 46• ANO LIR;Bt • 3v
RR PIPE Bffi 46° AND LI%SR ORWEtiEENE WNJ
RWRV
'..
•5 BAPS •
12° (MIN.)
•4 SAM•IV'OCDY [OlL7ZETE BA'£(GI.P.)
AT:
RVL AND WN.
YU
B.N ap-6°•e L664LRWNF-6•
lafl'Wt
3'-6°(ANAL
NON -SKUNK GROUP
2" KNOCK OUT PANEL, TYP., LOCATED
1INTO 5 MAIN!
_
SECTION "All
ONLY AT PROPOSED PIPE CONNECTIONS.
20
UTFALL TO DRAINAGE CHANNEL IoI
19
PAVING AT DOORS
18
E WAR INLET
17
W e
E C STORM MANHOLE
16
CATCH BASIN
N.T,S,
N.T.B.
N.T.B.
N.T.S.
SPA CAST I;"
'.
"RWtl�x,1E�IBi88
BRRIA SE,Bf°
P21 aTY SPTiS
Wrr.NTmonc
-
'
RLE a
IT1iEII
6"p0N
••• :tm M. o•nT S,O,M
15RTUIT 1114 �toos
3/811 X 3° BRASS STOVE BOLT IN TOP OF CONCRETE CURB
' TYPE 2 Id-0• G+1P6.'R°
Is to ..a ..� ..� ry4° r
AT EACH END OF SLEEVE
.�. 3a
NOTE 4
Rc
I10 to to It 11
.` + .d6Tenrt r .. r
E
. ' • °
toor, NA .y` NO DIRECT PAYMENT FOR
R^'.t CEMENT STABILIZED Sow
too
'
Imuz
�, {
3/4" REDWOOD JOINT (STPAIGHT SEGMENTS)
2'-6"
]4'•Ost rouI R6M•lL4Wt DPNda
NOTES
T
JOINT SEALANT 3/4" FIBER BOARD(CWAV SEGMENTS)
UM iN.)1.
,00r TOPornRe
SEWER
ANCHOR u REiIIRED
Sg PANS •3 OffORMED DOMES. 18" LONG. 18"
, . ,
'.
a
O,C.1 DRILL E EARNED 6" INTO PVMT.
y_p1' M1y'
_ 6 . 6 ..
.,: ":: '°a. ;;`'
too. I too
" EiTXY CEMENT.Is
SWPE SUFACE i/4 PFR FORT IN
• ;. +'~ L:: ;•y; i+v: v: • •.•NOTE
2 ?f','`'F;' .yiO:,,\1
DIRECTION OF GBIEiAL ORAINAM 6" CONCRETE CURB* DORIMEDrd
a E4 a r.aNGl110R0
4"X6"X42° CAST ALUMINUM DOWNSRJUf BOOT
CONCRETE PAVINGBARRYO
CEMENT SiA81Ll�
IT B25A (800) 524-1809
(RE PAVING DETAILS)SAND
. .GORKISENORS so [ •. : . •%' ..•:
'.
TO CONFORM TO.:....,:':"::.
?•
:" .' •,BOT'TOA
CF RIFE
'
6u .. fNE!lT,STABIIt WffJS'SVNb.-�!
Rwo
•38ARSel6°O�V
a WBGSTcb INET
'..
BOX TRANSITIONS TO 6" Ratio
.1 1 It lot.. +• , r . ::'•.'
RaenbW6NN� DIITN IgERRWNB
o
o AT FINISH GUUE
--
SND6IOPILL
�.
mm
�jj
'40);
PVCIPE
NOTES:
P6"
SLEEVE
i. INETKWSMY 6EDfIB[m 181IGi1SA^rf NS@ELnEN
1, ALL REINFORCED CONCRETE PIPE(RCF) STORM SEWERS SHALL HAVE NEOPRENE OR RIBBER
Ban
.
t INETIW3 YWT490J'IDTOMINM WNLIHNGKOOIB9
LRINIDIN) fiDiW®A WNIWI OEIII LF Y INfOM INLiM1L
GW°KET JOINTS OR BE EITHER BELESPIGOT OR 7DUFf EGM70VE WITH EITHER
NEOPRDE41U ER GRSKE(5, PVC ANo f♦Dff PIPE STORM SBYP6 sHAL.
CONNECT TO PVC RIFE
L MANSION AND CONTROL JOINT PLALFAEIf SHALL wGN WITH PAVBVFNf JOINTS.
.' �, _, '. . to
• III
�..t '..;
3. INBTNDTRL9PL.BE CUM NAIMUZEDSNDro.IIETRPRF
BE BELL AND SPIGOT TYPE AND SHALL CONFORM TO PROJECT SPECIFICATIONS.
W/ FHBNGO CDIAER, tYP.
2. REOWDOD AND FlBEt D�ANSION ,.DINT MATERIAL SFW1
HAVEA3/A"RUA7VABLE TOP STRIP TO PEDJIDEDALLEAN,
. • I I .'
.` .. '. ... •:. ... .
INt7FiQ;isTAG�
2, LIS SOCK PER CUBIC YARD CEMENT STABILIZED SAND PLACED BEFORE PIP! IS LAID (7" MINI"*
STRAIGHT GROOVE TO INSTALL JOINT SEALANT,
A. RBOIA®aWLNRBUIOAR6 NDNRD TOR ALLc N =MAN
1,5 SACK PER CUBIC YARD CEMENT STABILIZED SAND PACED BEFORE PIPE IS LAID (121 MINIMUM FOR
RE: CIVIL 6" 90° FJL
- PVC CAP AT EACH END OF SLEEVE
INET, (O.a.4° wX) .
42m AND LARGER PIPE).
5. NBl1A4 PIR N Ir®, {•')NICE 6• aFibNl2BEn®I INET BOTIDY
3, LS BACK PER CUBIC YARD CEMENT STABIUZED SW THOROUGHLY ROOM., PLACID AFTER PIPE IS LAID,
WLWUIEWPIFE GDRRBRITBBODRY OF MET. tX1ED PIPE INTO
Ix.erAr vN4RWEFw.RD•NrMnaL
A, STORM SEWA6 UNDER OR WITHIN ONE FOOT OF DUSTING OR FUTURE PAVE.ENi/SIRUCTURE, SHALL
IF11E Blff E[.iDN L511D24T WHH ABOROL A 17
BE BACKFILLED WITH ).5 BUCK PER CUBIC YARD CEMENT STABILIZED BAND TO BOTOM OF
B nao:a3eZrsvnll.l>mavDBARWwLBBNabND
PAVE,ENTIMRUCIIRE STOW SEEM NOT BIDER PAVEMENT OR STRUCTURE, SHN.L BE BACKFIUM
-
BWEATx TIesNILiIR FxremiM IY wsnlEaDIWR
WITH CLAW IVA OR BETTER SOIL AS SPECIFIED IN AM 02321,
FlOL. iDflIE,KXMTWHHWbf6f RIVET.
'..,
15
H2 INLET N.T.S.
14
TORM SEWER BEDDING + BACKFILL N,T,B,
13
DOWNSPOUT COLLECTOR
12
ONCREfE ISLAND
11
PIPE SLEEVES
N,T.S.
N.T.S.
N.T.S.
CONCRETE WALK 3/4" REDWOOD JOINT (SEALED W/ SILICONE SEALANT)
e3 DEFORMED DOWELS, 18" LONG. IB" O.C.;
\
. I'-0" i'-0"
24" TOP OF CURB
DRILL E EMBED 6" INTO FVMT, W/ EPDXY CEMENT,
TOP OF C RBtoss
Zs TYP. \\ CONCRETE CURB
CONTINLIDUS
/6"
• •• •Y. ....of
.. ..
/•A
6u
CONCRETE PVMT.
4" _n
ots:
TO+pF
nR CONC. SLAB y1
•SIDEW/JX
tfff'T
DETAIL
4"
THIS SHEET.
_...r__„_,_
• CONSIDERATION OF A 6" CONCRETE CUB SHOULD
•4 BAR ON 2'-0" CENTERS w/ AS.T,M
6"
BE GIVEN WITH REGARD TO PAVEMENT DIMENSIONS
TOP OF STREET PVMT.
03 w/�fM
DESIGNATION A-615, GRADE 60 DEFORMS)
A-305 REF.
2" TYPE I'D" H,MAG
STABILIZED SIBGRADE
ALTERNATE CURB REINFORCING
��Y �Y• 0.15 GALrs.r.
NOTE, No smiGHT cum Downs A Lmm
3" RADIUS
INTER COAT SS -I a 0,25 GAL/S.Y.
CONCRETE SIDEYwC TO SEAT.
PAVBAENT ONLY)
SIDEypLK pgAIL F REWIRED ,JOINT
6
REINFORLINW ENDOETO
01FWANSION
I/2"
REEXPANSION
JOINT
RESHEET)
2" 6n
EXiRI1DED CUB
10 CRUSHED STONE BASE COULSE
GGJOINT
CONCRETE PAVING (REFER TO PAVING
(REF, GEOTEOINIGJ. REPORT)
BE: PUNS
DETAILS FOR REWIRED REINFORCING)
•4 BAR C;OtTINUOIB w/ 10" ZAPS
6u I SEE PAVEMENT DETAILS
5"
m
2"R 04 BAR ON 2'-0" CENtERS, 6" LONG
•4 CONTINUO115
JOINT SEAL (SILICONE SJ=NATNT)
�
,00st. .4 1"
8" STABILIZED SIBGRADE
4 1/2" MIN. 1/2" TR.
_ T
4" 1"R
*.; :_
UNIFOPM.Y COM°ACTID TO 95i
04 COAT. TEB
•i
.. •
STANDARD PROCTOR DENSITY
w/o3 TIES o 2q° OC T/2
. too to'•"• :.
.y
lot..
•.,�:._•Apoommo D
(PEE GEOTBOHNICAL REAM
on ummW
..
so to:.. Its
'• a
;:y;;°:: •..6; :y; is°': y;',:� c 'y
•3 BARS a I6" CORN
..a .
:''':
4 BARB a I8" OCEW
ANSION
1.5E
WITH IRANISFERDEVICESDEI
NOTES
.
WHEN THE ORB 15 NOT PACED BY. MACHINE, THE CURB SHALL BE PACED
I, WHEN CONCRETE DIM IS TO BE PACED ON EXISTING CONCRETE BASE. •4 BARS
BY HAND OF TK: SAME DIMENSIONS SHCMN (UNLESS OTHERWISE APPROVED
ON 2'-0" CENTERS, 10" LONG, SHALL BE DRILLED AND SET IN QUICK SET CEMtEIT.
.�ZZ
BY 1HE ENGINJEQO• BY FLOATING: STEEL TIZOMELUNG AND FINISHING BY HAND
I. SLOPE TRANSVERSE SURFACE i/4" PER PoOT IN DIRECTION OF GENERAL SITE P1ffA DRAINP['E,
BRUSHING,
26 FINISH TO BE ACCONERJEHED BY FLOATING, STEEL TROWELLING AND THEN BRUSHING.
2, FLOAT EDGES 1/4" MAXIMUM AT CONTROL JOINTS•
HAND FINISH NOT REWIRED WHEN CURB 15 NOT POURED BY A MACHINE, BUT CURB
3. USE REDWOOD BOARD E�ANSION JOINT W/ •4 SMOOTH BAR W/ LOAD KEY (100 WNW.
WILL HAVE THE SAME OUTSIDE DIMENSIONS. AND HAVE A BRUSHED FINISH,
4, REDWOOD BOARD EXPANSION JOINTS ON 15 FOOT CENTERS MAXIMUM
. .
...
5, CONTROL JOINT SPACING NOT TO EXCEED FIVE (5) FEET. SCORED, TOOLED OR SAWN
JOINTS SHALL BE 114 THE PAVEMENT THICKNESS BUT NOT LE S" MAN ONE (1) INCH,
10
MOUNTABLE CONCRETE CURB N,T.B,
9
STANDARD CONCRETE CURB N.T,S,
$
ASPHALT SECTION N.T.S,
7
ONCRETE SIDEWALK / SIDEWALK ALONG CURB N.T.S.
6
IDEWALK / PAVEMENT HEADER
N.T.S.sot
.
�-1/8" To 114" SAWCUT
D14
JOINT SEALANT
o • •T • • D •
4�\
also
XF4 BARS s 18" OCEV
-
13/t 32°to
13/* 32" -
I •.. i :. • '
�STABILIZED,SIBC•RAOE
_
AVEMFM JOINTS/I6"3/I6"
�
' \y117
• . . , "" '' ' . ' . .. . .
NOTE
REMOVENkE LAP
I, SAWCUTS 1/411 WIDE ARE TO BE SEALED, SEE SPECIFICATIONS FOR REQUIRED JOINT SEALANT.
,�R• SCORE GROOVE IN SURFACE
RFMDYEBUE GAP
, FROM INLET CORNER TO EDGE
04 BARS a 18" C1:EYP
ENLARGEMENT
4
`p
Bn wERuP (TIE TO DEFORMED DOWELS)
JOINT SEALANT 7YP.
18 GA, STEEL KEYWAY
lossoosts PROVIDE MOVEABLE STRIP
2A
AWED JOINT (S)
.
JOINT SEALANT
N,T.S,
IB GA, STEEL KEYWAY A"
1/8" To 1/4" MARCUT)
PROVIDE REMOVFABLE STRIP TYP. D/2
•4 BARB a 181, OCEY LUBRICATE ONE END
LUBRICATE THIS END
lir
•6X18" SMOOTH DOWELS a 1211 OL
PAVEMENT JOINT PAVEMENT JOINT
• I. D
• D
4
Ise
INLET /
Is
0/4
TYPICAL PLASTIC DOWEL
77
4" Into
D/2
D/2 SCREW y COVER (3/4" X 9")
MANHOLE
D/2
a DI
lot
� e600Y
too Am
3TAB(LIZED SIBGt2ADE
.: .. .. r .. ....,1.
•6Xi8" DEFORMED DOY}ELS a 12!'•Lti: �; ,_
• X
. OVE&V 6 19" SMOOTH Dwass a 12'I Oc
•4 BARS a IB" O:EW 61, fN_ a IM
0/2 I �DOW'FJ_
•6, SMOOTH DOVFJ.S, IB" LONG ON
(NO LUBRICATION) , ..: " ' .., ..
ABILIZEOS wp.ADE
\'jR T,
. , .:.
,�. .. ..
SUP FORT PATE, tYP.
L 04 BARS a 18" aEYI
IZ" CEN1ER51 TYPICAL. 4 SIDES.
NOTES'
.. •. -
STAB, SIBGUDE. �
. .. .. to .
BOARD E7�ASSI[N JOINTI
1, DOWELS AND REINFORCING BARS TO BE SECURELY ANCHORED
.: . .. .. ' '
..., .,
'
TYT"ICN.., 4 BIDES.
TO PREVENT MOVEMENT DINING PAVING OPERATIONS.
NO1F5:
, '.., ...:. •
' I"•REDWOOD EXPANSION• BOARD .
2. STAKES TO SUPPORT FORMS SHALL BE DRIVEN A MINIMUM OF 2"
BELOW THE TOP OF PAVEMENT,
I. DOWELS AND REINFORCING BARS SHALL Be SECURELY ANCHORD
TO PREVENT MOVEMENT DURING PAVING OPERATIONS.
.
RACE CHAIRS AT 36" O,L.,
DCW I L BASKETS MAY BE USED
.. .. ' . 1 1: to 11• • 6i1 - an \ - _ _: . ..
. ' • . ,VVSRLAP : ABILI2ED 91BGRPDE
2. STAKES TO SUPPORT FORMS SHALL BE DRIVEN A MINIMUM OF 2"
NOTES: IN LIEU OF OPTION SHOWN.
.
• . .. .. . •� ... .
• • ' ' '
BELOW THE TO' OF PAVEMENT.
I. SMOOTH DOWELS E REINFORCING BARS TO BE SECURELY ANGiORFD TO PREVENT
PAVEMENT JOINT
MOVEMENT DURING PAVING OPERATIONS,
NOTESi
1. PROPERLY ANCHOR BOARD JOINT TO PREVFM MOVEMENT
2. SMOOTH DOWELS SHAM BE CUT TO LENGTH IN A MANNER TO PRODUCE A SMOOTH,
DURING PAVING OPERATIONS,
STRAIGHT AND EVEN BAR DIAMETER hIROUSHOUT THEIR FULL 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 2"
BELOW THE TOP OF PAVEMENT.
4, SAWLUT JOINT WITHIN 6 TO 12 HORS OF CONCRETE PLACEMENT.
5, SAWLUTS 114" WIDE ARE TO BE SEALED. SEE SPECIFICATIONS FOR REQUIRED JOINT SEALANT.
5
INLET / MANHOLE BLOCKOUT N,T,B,
4
LONGITUINAL-TIED CONSTRUCTION JOINT (LT) N.T.S.
3
LONGITUDINAL CONSTRUCTION JOINT (L) N.T.S.
2
NSVERSE CONTRACTION JOINT (T) N,TS,
1
BOARD EXPANSION JOINT (X)
N,T.S,
CONSULTANTS
Civq Engineer
PI - Gvq Qroup
1Heu•1�n° Tex i7°2Ootb Su11. 2210
7/3.988.0808
7/3.981.4B71
MEP Engineer
PBK -waMYEP Group
1Hou�n�T1( Pno485uM• 2210
71s.99B.oeoe
7fE.981.4871
Structural Engineer
PBpKF.•-�WS�trP e� �el� �10up
'.. 71Nesu9 n�, 77046
715.881.4571
Food Service Coneultnnte
Mgiunzi 6 Aseoclates
21830BpRF�1RTgq��Taohin�
281.350.2323
281.580.5959
••••JASON 1. HULL
�/AA+,�SSMONF�ENG
08225
01/12/09
ISSUE DATE:
02/24/09
CIVIL AND STRUCTURAL PACKAGE
ISSUE FOR CONSTRUCTION
CFI
CML DETAILS
CONSULTANTS
Civil Engineer
PBK gel 01vil Group
110u61o, TX PM Sum 2210
713,965.090E
7136NIA571
MEP Engineer
PBK - MEP Group
11 O=17 Flew, SuE� 2210
71N 3AE3. T�OBX 770/6
7tU$le4571
Structural Engineer
T. IN ER U SU EXCAVATE K 2 (SEE m n: 2 FmpNO ro POS¢ g
TRENCH S ISM
AIA 1) UM (SEE NOTE 2), is SEE POSTS AT
OF PoSTs (SEE xoTE q. RmuRm sPwwG. WE uxT of smaS PBK -Structural Group
EMSRNO GRWxD l I PUDLIC ] Hi 6FNilwar Pk=770 $TIED zz/o
1 ^!RNx o-WA N9uNBn. TX 7704�
i 713,,9981 �1
µTM ro FULL CIN R MW Food Service Consultants
ungem of EXIT AM- TO FROM
11T
PUN-oif FROM LFANNO SItE
PROFILE 92MIA�nTi 61 DrIve ea
FLnx "U." SBrIn9,. 77SEe
3. ATTACH FlLTER MAtERUl TO MARE 3. ATTACH FILTER MATERIAL M4k OUNCE VMON M TRANSITION 28t.350 1323
FBCE AND EXIFND Ir INTO 4. SACNNLL MD CONPACIi THE MANES AND ENTI NO R m 4. BACHMI AND C MPACI THE BETWBN MANIIZm CONSTRUCTION 2E1,359.5959
THE TRENCH (SEE NONE 3). E%GVAMI SOE THE TRENCH' EXCAVATED SOIL �^ ENHANCE AND PUEAC RIGHT-OF-WAY
� A T� �
. ;BLE, E%ISTMO
`Sm ACHE 4) rl ' NNE 2) OROUxo OHr-oFVNY
CWRSE NORECATE 1
P AN V EW
Fmw FIDW ftow CONSTRUCTION NOTES:
EmmpD15NNµi FABPoC W� A F%RNSIINTO O Of FAHtlC BENCH T. UE CIH SHLLL BE AS SHOWN ON ONE CONSRNCNbx DRAWINGS DO NO LESS MAN
FLDN WIFEN FABPoC STANE EX�TEI REIN OF FABPoC
2 xHES SHALL BE NW LESS THAN B IxCNES. --
T FttTm iABNC _FlLTER pBPoC 3. MOM SHALL BE NOi cce 1WN FULL MD1N OF ALL PoB(R OF INGRESS OR ERf55.
4, SU BINAW N MR ONNER AREAS SWUL NEW THE SAME NCCREGTE nxCNMSS AND
ii 'r STORM REC RENENR AS THE STABRQm CONSML•CIIpY M, Whim mM SE
'(' SX ION THE CONSTRUCTION CHOSINGS.
,... 4• NL- T"•';^tf"' I1 A M AREA W.Y 0E MDENED OR tEx WMM TO ACCOUOMTE A TRUCK WASHWO
SECTION -]� AREAL URET B M M TRAP MUST BE PROAM FOR I ME INCH WASHING AREA
A SECTION B SECTION B B SEE SECSOH G150 - SDBILRED CDNSIRUCIroN ENI
>� I ALTERNATE SM M�ABIIf)ID M NINE OURN EXJT F THE
BE EJECT, FREE OF
CS CONSTRUCTION NOTES: E ouRmox of THE PROJECT,
IIIIIIIII
i W BY 2 INCH WOODEN STA ES M BE BLT AT FFim
LJOY WALING OF 3 FEET AND EMBmDCO A MIN OF 9 NCHII SC
MF��RfASSmBLFD FENCE WITH SUMOM NERINO IS USED, yyM
0 OF POST ANY BE MNCw Sm TO a FEET MA.
B PUN PEWITS A SHOULD BE HINOR THAN PAN ATTCH FI FABRIC TO WOODEN STARES. FlLTB FAawc STABILIZED CONSTRUCTION EXIT
FENCE BRIM. HIVE A NO HEIONT CA TB INCH¢ AND ONE
i PoNT B, OR AL TOP OF e/.VN LTYP) Z MICRO of 35 INCHES ABOVE MTU GROUND, R"KI& SOME
B B 2L m m SECTIONS OF Mom CLOTH NELSON EACH mm Oul( N 2PMj B'' 2 INCH
711 BOARD BE O RUUMD S NCNB AT THE POST, MOO
.•is A AND FORDED.
4, Sm SECT TB FABRIC FENCE. 'N'� FILTER FwRW
N
B iEIIDH£RPE ALOY 9IPE •�••••• u QN 0A58A - .
wom,
o Y-DRCH- SECTION/ELEVATON TRAPQOIDAL SECTION/ELEVATION FlLTER FABRIC FENCE m'� FARE WIRE I I I I I 4-24 NCHB
INN IMEENC(TENSIONCH OF �C FE
F10 Y
CONSTRUCTION NOTES: s
SU 2 INCHSo 2 RICH WOOOpM OUNCE SPACED A N.AX - IPB
(3) 24 HONI70NTAL BARS I I.
D FED AM AND ENBEmm A NN OF a wcH6. NxBT • • BALE � INCHES ❑ ( D
Fax 9A® U° MIN, 1 WWm MRE FENCE TD a FASTDMED SECURELY TO SECTION
94 MVO PIPE O X I.5 imGE CLAN TO E fA51ENm SECURELY ro WWm WWE -OD sNAAmt PLAN CONSTRUCTION NOTE:
logo ]' MiFw� n¢ svA<m EVEM z4 R+cx¢ AT Tov .Ho I I I I I SILT FENCE INLET PROTECTION BARRIER A' s� M rnox xoA¢
goo
uW'MUUM OFM]e W lER SNollm BE A5 R'CX¢ IRO mMSACTED SOIL 2 WONEE EAN 2 R a Mg
12' MR, `' CAM¢ ABOVE NATUPNL oRMND. C PPEVEHT PIPING
x3 BARS 12" CLT1N NIN. (ilea 6° LVN. S. m Two SECTIONS OF FHTm CLOTH ADA N EACH OTHER ���.../// SONfFD sTxAw BAE
TURF TW V SHAL BE DhAIAPPED B LYGES AT THE POST,
SECTION "A -A" \ AND PoLDm. • I
NDS "EZ ROLL' G05 ROAD PAVER - �+ \ S. SEE SEHON 01562 - REWFORCED FILM FABRIC BARNS. PB Now ` WLET
I" STRIPPING -TOP SOIL r _ Ms- E s FROM BNE S AEo ❑ � r -
YY WITH 2 MATES PER BNE 4: PAL
fE;Ei r x . (F,1. Nil H,Ir)rN?••i$N;:'p:,i sxued. PWd SYMBOL SECTION yV-
REINFORCED FlLTER FABRIC BARRIER
. r ;:; jx• r{3 ,IN I STRAW BALE DROP INLET PROTECTION. BARRIER (Ey GLEAN WASHED CONCRETE '�5'Ee; jri��llx�,T'•�.,J3'T:.i'j.��;•"'t,.♦N.,�,,`.�,.•`�L.` ;'Ia FINmt'
SE¢ PAVING t GRIMING PLAN iCR VD304i
6" THICKNESS - `_'•'•.�.�.�'; ivx:?vE• :?i?•+!MID LIMA OF PICONNO IFIBIS 5ILPE PAV(SI8.9A E °SOUL SE A 6° CLAM H WAD BAT (MIN.)
(3 N) CCONSTRUC ED TO SPECIFICATION OF 1✓EGIONAL SOILS ENGINEMING,Mellon RFE DO I'•o^P•o°FlRE AUTHORITY OR OM APRACABLE COV MMM OR MUNICIPAL CODES,
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13 ONCRETE SLOPE PAVING N.T.B. 12 'EZ ROLL" GRASSROAD PAVER N.T.S. TERM WATER POLLUTION PREVENTION F�wjy Fit
RIEN DEDLOCATED
PLUTED ( PAVED) SHALL BE BRRlff L N IN 0 m 12'3O0PFIOI Aq uiTIID 6l8 W
7B6:T7 LOCATE7 IN PAVED AREAS OIFBt MAN YUAYS.
71HE141E0 PLAY PVC (50iTED) 41
6• 66• ago
:M`Ijrr or MIS xMIAMI w
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am
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PRECAST CM, O9 - 15.5° _.........._...... _ _ W
LL METBZ BOX \ 4" CLEANOUT AND THREADED RUG, 120 CONIC, Im/
IN & INCH
nN s®awe
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�+������� -_ Oil
biD.GI. FRAME <ONB (19.1/r) EXIST. W15EGTICN ... CLFIADUT iR.I. LINE 51ik7 - _.._ ......_ . •,
235" DnEN41ON RING% 4 _414,:'••:'
i IN SOIL - MIN-1. M 0:4
2 35.5° IN PVMT - MIN°2, MAX=4 484 -
0 WN CdB
! AYAB
ADJUSTMENT RINGS aAss AA GLASS G�
�411 PVC PIPE 34" FKfAST CONGRESS MAN7d8 TO MST AS�M"70. GATe VN.ME` 6•LBD ., ::.: logo
.:: 9j s 4
Z AL JOINTS ELALL BE SFAID WITH •RANNEWOR 'IWl7f�?D �HVABIT* e: e••e. •: e.
4B° 5 3. OBTH a1wRRM5EWL06T®ifINE TFENNFita Rl5a 3cRgE NO nAn-1.5S+LYJLY I�A1QtT STABILIffOSMIDR.ACED BEPOf✓E PIPE I$ LAID UP TO FI1717 Ago
AMBTI@1TON3 REOBI®. BICSEWIMD BE IIgD. LINE OF PIPE OR ABODE. + 'tt l:' •,��:�'
1. IPTIEBeg S'CilOI UflD.LST NIiHASBTION, All TNICEaB 91 �,•
SANITARY SEAEE SANITARY BEN& 6 SDBIUICDYlDBAg NVL.BEAIIBI✓FO SBRARI IFESIEDII@ yy�e .� :t?:
"B" - I.5 SACK/CY CEMENT STABILIZED SOD. THORIMMLY PODDED, AND PLACED AFTER 'N%!: ; 0•" !
SEWER
5. MGTflLL AUM WNIUEMTH LSVa PER CHIC YAW aim PIPE IS LAID. � !•4•. ' T �• ) -
WINER
logiggloggo LONG SWEEP ELBOW u 7 5Tw1U7'ID "C" - 1.5 SICK/LY CEMENT STABILIZED BOND RACED 54ME DAY A9 PIPE IS LAID. hODt°'�10 TIgST MDp•]N2 ey T--AYE s 6. PL91LI&f CLHK7lW (A5iN L93R �IB3DUBBNLD CONETIONNADE
s B 7. UPTING BlB SHALL BE MONIED O' ALL = rim, \
,I in B. USE STAIVA D CIST MON FM t CO/B ART" THE PEGS °SANITARY NO" - GLASS TVA: LR BETIER SOIL AS SPECIFIED IN ASTM 02321. •• • : • • • `-UDIbn61�501L
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9EDP, MMIOlE 9VU. MVE SON895TBl.II�cB (ASIDE PfEVBNi&51. Norm Cus9 "A" BEOON A USED ON ALL SIWPJt5 18" AND LAAC�R, EIUESS OfMBt IM SPECIFIED. ApIn FlIelABlATf Smr. SOAeF. lNDf135lVLtE FNNTID IN AI.819.4WE IIRN E�e�eft
k�� -y},2 TleEmnw mMSTIS AmvMTx lwA:,AWsrcTlw. wee:lo.Aarvlcna 90 mmm ti0o P51 f0lfAeiH TO K Il9D FLIT CAST-IN411GE (C.I.PJ
NNCRTE BA,•L OOSIS. MNATION.iREGB OAMIOA 511ANL M IJm.
BRICK SIPRDRTS (TYPO) . e4 BARS • 12" Q'EN 10, (MAR INSIDE AM OUTSIDE OF FXIEBICN RINGW AND PRIME.
STD. DROP STD. SAN, III MBroEVlnunaSECTIawIN=Mwn M=Mem ;�:,
MANHOLE MANHOLENMDE�ozmnu®Nn°OLDS.FOIMIDR, UN.fSS NOTED 04MM'ISE, P� At lee
ARY SEWER DOUBLE CLEAN OUT 9 ANITARY SEWER CLEANOUT $ SANITARY SEWER MANHOLE 7 SANITARY SEWER BEDDING + BACKFILL 6 FIRE HYDRANT ASSEMBLY 4*0 ......°
N.T.S. N.T.S. N.T.S.
N.t.S. N.T.S. XtIm
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'�v a i)RIFEDUPLAIS FOP TOE OF IMCKPICIN REVMM itlR attic LLL'+ooll T�4 � J
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DATE 01/12/09
•' LLL CINDL VAL4 ' •:::. I
2
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"`°"`�B ^ / ^`\ o �•o o x.. o MTEUNSAN•AmLvaeEEw:caralrow RBwPEDas i CHECKED
EDP ALI E35 smssvcm OF ARM OW -IRIS, CUSS ISO. 218 2-I/7 AID 34 METER UM REVISIONS ISSUE DATE:
BEND Dam BUM TO SW 94W. t01 m m ALL RHLmmm OF MR D=1 FOR PLC PITS
.;A OTT) AND FrZSU RATE) AT 200 PILL RHN A STAKVLD OLDEIOI
,•„r ., PATIOGOOD LP 2I FOR CLAY 200 FOR BOTH BeAFI. AMA BELL02/24/09
dIDE1O9. whim UIB spun INAN 7" NWLCOIfOr]I TO ALL AN" SERVICE TEED
. .I%Eo 'I ; S' "i•!': .''• ..%•"%•:.•' DICHLE IR31flflNG RP4111DE111S EF 9CL811E 40.
NO E
::GV.VANIangam, T reSY DWIYIIH, THRUST MDCKH AT TRENCH FACE MUST
BF�TDwa rATt14'auR HAVE A MMKM HEMUNG SURFACE OF 2 ALL FlJBIING VN.VO AND GATE VA.IB TO BE AIUI ffiNBND
LO SW FOOT AND THE LEAST MOM= CONDFCLLC019E OPENING.
g � SIMU. HE NO SNAAER THAN US TOES THAN ° n.A SW END CIVIL AND STRUCTURAL PACKAGE
PIPE DIAIETER, HUT NOT LESS TUI FTSly AM ALL HELL TEE 3. TNFING SlAM NOT ALWW It68 TIE GAME TAP I5 Tsue DOMESTIC PE°fl.IJN °'°
9g"'THE H"" III aMECHANICAL JOINT ISSUE FOR CONSTRUCTION
90* ]ENDS 41 BENDS METER VAU
A. A DOWAIMMkM MMAP.LEF12tNLMSMYBEUSM
LT
' DWI Aim wrb'N"�llMiewMc SIZE A CPLUGS A56eCA1LL NRH Maw/A1iDVA. BY TIE BGII�f. FlTRIYa SLFBDILE
2 1/2. 12 7' 6' 7' 6' Be 7' Be 8' 140 I 4" GV. IV D.S. t Y., ff
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MTOMY, VeA AAsuwacMxTxonecnw. 6' 16' 10' 9' 10' 6' 8'10e 12' IV 2l' ' NOL 3 4° 1ff, FE
1pM°e11E•1f1"TM° ELEVATION NOTES: 4 44 f1 fMW N87B, RE Wm,6NM.FAeTTAmAw 12 22• 13' 12' 0It 8' 10' 13' 16' 12' 29' I. VALLT COVERS TO BE TRAFFIC DUTY, CML DETAILS
IwwLiwMATo W9xoola / A A / 5 40 SLIM) RANGE W 1" BRISK RJYa
12' 29' 21' I6' 21' He 36' 18' 24' 16' 41'
�eAnwalNwarewu.enmrAeeBmapuTAMnTawonwAr 16' 38' 27' 23' 27' 12' RANI RANI 30' 20' SAN' 2, STATION SHALL AffET CITY
ANaNIA]nrT.
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01/12/09
ISSUE DATE:
02/24/09
CIVIL AND STRUCTURAL PACKAGE
ISSUE FOR CONSTRUCTION
C5.1
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PLAN (SWPPP)
100-YEAR STORM DATA
Sub
APSA
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loss
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STREAM
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fill
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TOTAL
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LEGEND
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2-YEAR STORM DATA
Sub
AREA
no.
w
STtEAM
NEf
001101
STEAM
NET
LENGTH
(11)ACREAGE
SuSAREA
TOTAL
At33AGE
Tc
GBNTvg
RFF
cart.
12e
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02
Rill
(cis)
670FO4 S E1NHi °ATA 2-YR
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(%)
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M.)
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OP3)
GR1/0IY
Ws)
U;LR
(Or.)
Ali
C1
at
0
0.14
0.14
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0.75
6,55
OSS
025
18
28]
525
7-2
leetA•3
J61
ffi
"Iti70
0.3'7
0.51
16.40
0.@
IIII6.48
220
020
24
322
10.12
0
ffi
25
0.19
IS.W
0.15
am
0.79
am
IB
297
525
leelm
ffi
90
0.00
am
15.90
ON
5.39
3.03
till
020
24
322
10.12
A-4
0
In
W
p.42
6.42
ism
0.65
5,65
1b2
025
18
297
525
A-5
H1
"IlAt
At
39
0.1E
1.�
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5.35
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020
24
322
10.12
A•B
Et
74
024
l W
164E
eell0.7D
528
5.64
D.13
30
3.01
14.78
I
A-7
U
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89
0.41
0.41
15.00
O85
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025
18
207
$25
A-8
H2
A2
34
0.1E
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15.18
0.71
6.62
22]
020
U
322
10,12
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A2
Et
74
023
0.81
15.W
0.75
6.45
320
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24
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0.11
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B-1
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0.75
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0.76
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297
525
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MG
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16.65
0.82
6.45
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0.44
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15.00
am
am
1.60
025
18
297
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M4
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O.W
f.00
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0.75
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426
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0.24
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15.0
0.70
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0.83
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297
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9.6
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4.43
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298
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61
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0
0.W
IBM
W.51
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23.59
0.05
72
3,35
94.70
10-YEAR STORM DATA
hub
AREA
no.
U+
SiRFAM
PI.Ei
W1001
NEf
6ria'
1 (to
(f9
BuOAPM
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T4
1FF92
ann.)
GMB
RIW.F
coif.
W
R"0
R.Ns)
1
(cis)
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(%)
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(cfr
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at
25
0,14
1 0.14
I6.W
0.75
7.72
0.51
am
18
297
625
A-2
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ffi
78
0.3E
1 0.51
15.40
082
7.61
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24
322
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0
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25
0.19
0.19
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0.76
7.72
III 1,f0
lif 025
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297
525
,62
HI
0
I O.W
0.70
15.0
080
7.49
421
020
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322
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00
0.42
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322
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1.0
10.40
0.70
TW
786
0.13
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3.01
14.79
A-7
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10
09
0.41
0.41
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15.58
0.75
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4.69
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24
322
10.12
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0.11
0.11
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7.72
0.72
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290
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480
21.90
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290
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297
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78
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10.51
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71
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10.12
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4.43
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0.40
621
13.18
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4.46
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290
21.09
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CONSULTANTS
Civil Englneer
PBK - Civil Group
11 G7ee,1 Ph1u SuRb 2210
11 Or'n, TT 7704§
713.965.0909
713.961.4571
MEP Engineer
PBK - MEP Group
11 Omnw Pleze, SuBe 2210
1711r3w9fo95:� 77046
7139961.4571
Structural Engineer
PBK - Structural Group
11 Gres T Piez9, Suft 2210
HDuebn, TX 77049
713.969.0808
713.991.4571
Food Service Consultants
Mlllunzi IL Associates
21830 Tr9h111��
281 '�SO.TT%%=
281JW4959
MINE �aim
ArCIiffeCtEre
Eraheeft
P<CN
a g P9, got �' TFkgip 4,01
dog / o : * r°
•• r
r JASDN J; HULL• •• r.
r.............. 7.... M
¢ 99189
WV Merl Bto to
ow Hray rDrim &ft 20
L.Ism City, Texas 77573-2700
PhOW 281. W 4757
F0W 2SloW4.5022
08225
01/12/09
ISSUE DATE:
02/24/09
CIVIL AND STRUCTURAL PACKAGE
ISSUE FOR CONSTRUCTION
C601
_ DRAINAGE
AREA MAP
LANDSCAPE LEGEND
SYMBOL
NAME/ DESCRIPTION
SIZE
QUAN.
COMMON: LIVE OAK
30 GALLON
SCIENTIFIC: QUERCUS VIRGINIANA
3" cal.
8'-0" H. min.
48
MEDIUM DECIDIOUS TREE
al IF.
/
\
f jj f f%i; 1111
/�/ II III
if
rt / V/
It
44
/l/f/// /
4'-0" HIGH BERM
/ R
f
/ 10
/
If IF,
r /P 6'-0" HIGH VINYL COATED CHAIN
14
Fee *14LINK FENCE Fe III
a.
It
f /% ����
' j
f' ; 40
/ 1/ / / /
/ IF , i ` / $/ / // 4'-0" HIGH BERM
/
j %/ I 6'-0" HIGH VINYL COATED CHAIN
/ III LINK FENCE -TYP.
NEW SOD, INSTALL 5'-0W WIDE
1 / / ; �I � % I STRIP MINIMUM -TYP.
//7
dd
j /ji 347 sf . .
f/ f / SERVICE YARD
/ F\ AREA
l�
1141 �/ II 11 o e
Ile
If i
/
//j/l
i' •'l jf�l//
if I / File1 ���
It
if
If �i/ �j�f,
are ile ar j, %�I.
// j f i
iI 8 /� / jal
/i'/ a
(' 4'-0"HIGH BERM lee,
i
/a /ad
Ile
i//'led av�z;/Zl
;ad
11 atall
/ i
/ , /IF
i to /
I all ea lea, -
Fr IF all Feef IF, IF+ e
f 4A ;I�eaaeze/, le el IF Fare
41 /,,/
09
/ / IF: IF 212 sf /%i'lee Fee
i
Fari/
le
m.292 sf 139 sf / i �/
// I (I 4'-0"HIGH BERM 653 Sf
if "IF
/ ' ✓/ 343 sf
%� a/
/- 11358 sf
�1,005 sf
/Fd IF
/,- :
r 6,442 sf
11091 sf 1,187sf
/. F / /
a it
/at IF
+ / I I \ \\`\,� 4'-0"HIGH BERM NEW SOD, INSTALL 5'-0" WIDE
. ai STRIP MINIMUM -TYP.
4'-0" HIGH BERM
\ / —��\_IFIF/
__—_ �i \ / \ _ 530 sf
�/FFFFFF/ 505 sf
�.,...■�. � � � — "'� � � � � '°°` °° � � � � gym` m ..—m— _ _
'WIDE
x
0
z
FlRE LOOP — RE: CML DWGS.
CONC. SIDEWALK-
CIVILDWGS. �
8'-0"HIGH VINYL COATED CHAIN
LINK FENCE - TYP.
G�
0
•NEW SOD. INSTALL 5'-0"WIDE
.STRIP MINIMUM- TYP.
6'-0"HIGH VINYL COATED CHAIN
LINK FENCE - TYP. �
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)
ZONING: 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
CONSULTANTS
Civil Enartesr ,
PBK Civil Group
7,a.oee oeoe
7,ese,.es7, .
MEP EnaNrosr
roc -MEP Groin
�'sv
7,5.905.0l0/
Structural Enainasr
PBIC - Structural Group
',I�wn°ioin"Ore 7r io 6 wv. rem
71A90S.OWt
7sae,.ra�,
Food Service Can
M611unzi 6 Associates
g2,�0.7n0p�ToohN OEM
IF
461.300T.2bY3 �
2e,.seo.ert5o
PROVIDED LANDSCAPING 53,203 SF
x,xxx sf NOTE: SYMBOL INDICATES AMOUNT OF PROVIDEDIF
LANDSCAPING AT EACH INDIVIDUAL PLANTING AREA
B:
IF
Fa
\ IF `\
453 sfFa
2,019 sf
1,352 sf
Fe
IF
Ida
IF
we I
IF I
IF
IF
i
r
6'-0" HIGH VINYL COATED CHAIN i
LINK FENCE -TYP.Fe
1Fe
FIr5.49 -
PROJECT N0,08225
DATE 01/12/09
DRAWN
CHECKED `
REVISIONS' ISSUE DATE:
10/09
SITE REVEW
L1.01
LAANDSCAPE PLJAN-
PROJECT N0,08225
DATE 01/12/09
DRAWN
CHECKED `
REVISIONS' ISSUE DATE:
10/09
SITE REVEW
L1.01
LAANDSCAPE PLJAN-
1, PAVING
I. DESIGN THICKNESS OF PAVING 2.5" ASPHALT
11. STABILIZED SUBGRADE TO A DEPTH OF
III. DESIGN STRENGTH OF CONCRETE N/A psi
IV. TYPE AND PLACEMENT OF STEEL: N/A
NOTES:
I - N TO BE COMPLETED ONLY IF PAVING IS TO BE ACCEPTED BY HARRIS COUMY
DRIVEWAYS
I. NUMBER OF DRIVEWAY APPROACHES PROPOSED: 2
Ii. HARRIS COUNTY STANDARD DRIVEWAY DETAIL APPEARS
ON SHEET
I - II TO BE COMPLETED ONLY IF PROJECT ENTAILS CONSTRUCTION Of DRNEWAYS
AT'T1ME OF DEVELOPMENT
❑ REQUIRED AND SHOWN ON SHEETS)
❑ NOT REQUIRED DUE TO
CURBING
1. ISLANDS AND MEDIANS REQUIRE STANDARD 6" CURBING
II. ❑STANDARD 6" CURBING PROPOSED
❑ 4" x 12" CURBING PROPOSED
❑ 6" OR 4" x 12" ALLOWED EXCEPT AT MEDIANS AND ISLANDS
TRAFFIC CONSIDERATIONS
I. MEDIAN CUTS
® NO MEDIAN CUT OR RELOCATION IS PROPOSED
❑ MEDIAN MODIFICATIONS ARE SHOWN ON SHEET
II. LEFT HAND TURN
® NO LEFT TURN LANE IS PROPOSED
❑ LEFT TURN LANE IS SHOWN ON SHEET
III. TRAFFIC CONTROL PLAN
❑ WOULDRNTERFERE WTH TRAFFIC FLOWROPOSED THAT
® TRAFFIC CONTROL SHOWN ON SHEET 4
IV. EXISTING TRAFFIC CONTROL
❑ DEVICES SHOWN ON PLANS (T.C. BOXES AND LOOPS)
STORM WATER QUALITY
NSTRUCTION PROTECTIVE MEASURES.
❑ S P SITE PLAN AND DETAILS ON SHEETS) _
❑ EXEMPT NEW EVELOPM
❑ EXEMPT REDEVEL MEN'
TOTAL IMPERVIOUS RI
❑ EXEMPT "GRAND FATHE
❑ "STORM WATER QUALITY
SEPARATE SUBMITTAL Ei
❑ "STORM WATER QUALITY
SUBDIVISION DRAINAGE
U STORM SEWER
U `ROADSIDE DITCH
❑ CITY C
❑ OTHER
FREQUENCY
❑ TO DETENTION PON
❑ DETENTION POND MAI INED BY
❑ TO HCFCD DRAINAGE I H UNIT N0.
❑ TO HARRIS COON ROAD E DITCH
ROAD NAME:
❑STATIC W.S.E. ® TFALL IS
❑ PROPOSED ST M SEWER IS SUBMERGED.
STORM WA R OUTFACE
CAPAC ALLOCATED TO TRACT FROM D. A. MAP: (CFS)
FRO DRAINAGE AREA MAP DATED:
P ARED BY:
TUAL OUTFACE RATE: (CFS)
OTHER:
FLOW PRIOR TO DETENTION: cFs
FLOW AFTER DETENTION (IF REQUIRED}: cFs
NOTES:
i - N REQUIRED ON ALL SUBDNISION TYPE PROJECTS INCLUDING MANUFACTURED HOME PARKS.
JT OF LESS THAN 5 ACR PARCEL.
OF A 5 ACRE OR LAR R PARCEL WHERE
CE (EXISTING PLUS ROPOSED) IS LESS THAN 1 ACRE.
J" BY AN EXIST STORM SEWER LINE.
iA GEMENT N" HAS BEEN/WILL BE INCLUDED IN A
9ANAG T PLAN" INCLUDED. SWAMP SITE PLAN ON
❑ VEGETATIVE. CONTR S USED: (FILTER STRIP, GR SY SWALE, URBAN FORESTRY)
DETAILS AND C ULATIONS APPEAR ON SHEETS) _ _���
❑ POND STRU RE USED (WET,, DRY, WETLANDS) DETAIL AND CALCULATIONS
APPEAR SHEETS) __�N_��
❑ HYD DYNAMIC TYPE SEPERATOR MODEL: ___�_ ________
❑ HER(S):
I�-�11 .REQUIRED ON AI,L, PROJECTS, III IF NOT EXEMPT OR "GRANOFATHERED"
9, WHEEL CHAIR RAMPS /SIDEWALK
WHEEL CHAIR RAMPS PROPOSED YES® NO❑
SIDEWALKS PROPOSED YES ® NO❑
NOTE: IF A MAJOR CATEGORY ON THIS
SHEET IS NOT REQUIRED FOR THE PROJECT,
"X" THROUGH THAT ENTIltE SECTION.
CATEGORY (6) MUST BE COMPLETED.
'], FLOOD CONTROL DISTRICT TI
N 10 SU
STORMWATER DETENTION BASIN ROUTiN TABLE
DETENTION IN DRAINAGE AREA = 0.9269 ACRES
� SITE DRAINAGE.
(OTHER THAN SUBDIVISION TYPE PROJECTS)
PROPOSED DRAINAGE A EA
NEW DEVELOPMENT AREA:
RE —DEVELOPMENT AREA (AMOUNT INCREASED
1 ERVIOUS AREA):
NEW AREA 0.65 = ACRE—FEET
DETENTIO REQUIRED
PROPOSED VOLU E = ACRE FEET/
.III. OUTFACE
OUTFACE TO ❑ ROADSIDE ITCH
❑ STORM SEW
❑ OTHER
STATIC W.S.E. ®OUTFACE IS _ _ _ _
ROADSIDE DITCH OUTFACE:
ROAD FRONTAGE X .0088 = (CFS) ALLOWABLE OUTFACE.
PROPOSED OUTFACE RATE:
❑ STORM SEWER OUTFACE
CAPACITY ALLOCATED TRACT FROM D. .MAP: (CFS)
FROM DRAINAGE A MAP DATED:
PREPARED BY:
ACTUAL OUTFA RATE: (CFS)
IV. PUMPED D 0 FACILITIES
VOLUME T GRAVITY FLOWS: ACRE FEET
VOLUME AT IS PUMPED: ACRE FEET
ENT CE VELOCITY IN'f0 ROADSIDE DITCH
OR ORM SEWER:
P P SPECIFICATIONS AND OPERATING PLAN
PPEAR ON SHEET
. FLOW RESTRICTOR SIZE
OUTFACE PIPE SIZE:
RESTRICTOR PIPE SIZE:
VI. ❑PROPOSED STORM SEWER IS SUBMERGED.
NOTES:
I. REQUIRED FOR ALL PROJECTS OTHER THAN SUBDMSION TYPE PROJECTS. DEVELOPMENT AREA INCLUES
ALL AREA WHERE BUILDING, PAVING OR GRADING WILL OCCUR. AREAS NOT INCLUDED BUT WITHIN
THE PROPERTYS BOUNDARIES MUSi BE DELINEATED AS A "NO WORK' AREA ON THE DRAWINGS.
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 DRAINAGE
STRUCTURE HAS CAPACITY IN THE FULLY DEVELOPED CONDITION OF THE AREA IT SERVES,
NO DETENTION IS REQUIRED.
RAINFALL EVENT PRO ILJTY
PRE -DEVELOPED PEAK
RUNOFF CFS
POST -DEVELOPED PEAK
RUNOFF CFS
DETENTION
PEAK OUTFLOW
IN
CFS
MAY.IMUM WATER
SUR54CE ELEVATION
PEAK ST GE
VOLU AC-
STORAGE RATE
AC-Fi PER AC
10% IXCEEDANCE (10-YEAR)
i% EXCEEDANCE (100-YEAR)
ADDITIONAL CRITERIA FOR PUM D DETENTION BASINS:
VOLUME OF PUMPED 1% EXCEEDANCE ORAGE VOLUME _ _AC-fT % OF T TAL VOLUME
MAXIMUM DESIGN OUTFLOW VELOCITY INi HCFCD CHANNEL = CFS
DRAIN TIME FOR BASIN = URS BASED ON
STORM TER DRAINAGE DESIGN REPO
REPORT TITLE
REPORT DATE ENGI
DATE OF ACKNOWLEDGEMENT BY HCFCD OR FLOODPLAIN
STORMWATER DETENTION FOR
PLAN TiTLE
ENGINEERING FlRM �
WORK CONTAINED IN T',
_ DATE SIGNED BY HCFCD
;FCD STANDA 0 ES: SEE SHEET OF THESE PLANS.
C DAD ALS: SEE SHEET OF THESE PLANS.
TO SHE S FOR EXISTING AND PROPOSED I
DELINEATION AND COMPLETE RECORDING INFORMATION TO INi
K'S FlLE NUMBERS, TYPE OF ESTATE (e.g., DRAINAGE EASEMENT
STRIP, ETC.) AND GRANTEE (e.g. COH, HCFCD, PUBLIC, TXDOT, I
Imo. COMPLETE ONLY IF HCFCD OR HARRIS COUNTY IS REQUIRING DETENTION.
II. COMPLETE ONLY IF PROJECT HAS WttHIN R OR IS IMMEDIATELY ADJACENT TO AN IXISTING
PROPOSED HCFCD MAINTAINED CHANNEL OR DETENRON BASIN.
III. COMPLETE ONLY IF PROJECT INCLUDES NEW OUTFACE, BACKSLOPE INTERCEPTOR OR OTHEI
RELATED WORK WITHIN AN EXISTING OR PROPOSED HCFCD MAINTAINED CHANNEL OR DET
N. COMPLETE ONLY Of PROJECT HAS WITHIN OR IMMEDIATELY ADJACENT TO R AN EXISTING
OR PROPOSED PUBLIC DRAINAGE CHANNEL OR DETENOON BASIN.
HEAD CONOTDONS.
IS PROVIDED BY OTHER PLANS:
WATER AND WASTEWATER 5, DESCRIPTION OF PRO'ERTY
I. TYPE OF SERVICE PROPOSED I. LEGAL DESCRIPTION /PLAT NAME (PROPOS 'D OR RECORDED):
MUNICIPALITY: McCABE ROAD RIGHT—OF—WAY (80')
❑ UNICIPAL UTILITY DISTRICT: HARRIS COUNTY TEXAS
❑ 0 ER DISTRICT: ❑NEW PLAT LOCATED IN THESE SURVEYS
❑ PRIV E WATER AND WASTEWATER SYSTEMS
❑ PRIVAT WATER SYSTEM AND INDIVIDUAL SF
❑ INDIVIDUA WATER WELL AND OSSF ' ❑REPEAT OF RECORDED SUBDIVISION OR RED ERVE
❑ OTHER: KNOWN AS
❑ NO UTILITIES E PROPOSED
II. ADJACENT ROADS McCABE ROAD
IL PROOF OF CAPACITY STATE HIGHWAY 14E
❑ LETTER FROM .DISTRIC U ORIZING SERVICE
AND CONNECTION
❑ TCEQ APPROVAL FOR ATE SYSTEM AND III. JURISDICTIONS
PERMIT FOR WASTE ATER SY EM. ❑CITY OF HOUSTON
❑ TCEQ APPROVAL R WATER S TEM AND ®CITY of LA PORTS
OSSF FEASIBILI REPORT
❑ OSSF FEAST ITV REPORT WHICH C SIDERS ❑ ETJ, CITY of
INDIVIDUAL ELLS ❑UTILITY DISTRICT:
❑ IDENTIAL:
❑ OMMERCIAL:
OTHER:
COMPLETE FOR ALL PROJECTS
II. COMPLETE FOR ALL PROJECTS.
ill. COMPLETE ONLY IF TCEQ DISCHARGE PERMIT IS PROPOSED
$ , FLOOD PLAIN STATUS
CITY OF LAPORTE IS THE
I. GENERAL INFORMATION FLOODPLAIN ADMIN.
FIRM PANEL(S) FOR PROPERTY: 48201C0945L
FIRM PANEL(S) DATE: JUNE 18-2007
STATUS OF PROPERTY ON MAP
❑ LOCATED IN UNSHADED ZONE "X"
❑ ENTIRELY CATED IN SHADED AND UNSHADED ZONE "X"
❑ LN CONSTRUCTION DRAWINGS (DRAINAGE LAYOUT)
❑ LOCATED
OOD�REVEL ON CONSTRUCTIONDRAWINGS)
D OTHER
® SITE REMOVED FROM FLOODPLAIN BY IOMR—F
CASE N0. 08-06-0634A DATED FEB. 29, 2008
FLOOD HAZARD RECOVERY DATA
❑ FLOOD HAZARD RECOVERY DATA AVAILABLE AND UTILIZED
(PROVIDED INFORMATION BASED ON 1973 AND 2001 ADJUSTMENTS).
❑ FLOOD HAZARD RECOVERY DATA NOT AVAILABLE.
ELEVATION INFORMATION
BENCHMARK USED
❑ FEMA RM benchmark
❑ HARRIS—GALVESTON COASTAL SUBSIDENCE DISTRICT
BENCHMARK (FOR COASTAL AREAS)
® OTHER
DESCRIPTION OF BENCHMARK INCLUDING ELEVATION, DATUM AND
YEAR OF ADJUSTMENT HARRIS COUNTY REF. MARK 010370, ELEV 13.57
NAVD 1988, 2001 ADJUSTMENT 14606
❑ OPERTY LIES ENTIRELY ABOVE THE BASE FLOOD EL
AN ONE "X" (SHADED OR UNSHADED
❑ PROPER S PARTIALLY BELOW THE FLOOD
LEVEL (MUST UNEATED ON GRAPHIC SURVEY)
Fl00DE'LAIN STORAGE . A AP ONLY TO PORTION OF LAND LOCATED WTMIN
PLAIN AS DELINEATED BY FlRM PANEL).
A. TOTAL VOLUME OF IAL PROPOS BE PLACED WITHIN THE FIRM
DELINEATED F LAIN (FILL, BASE, CON ,ASPHALT, ETC.):
BE ELEVATION (2001 ADJ.) CUBIC YARDS
B. L VOLUME OF MATERIAL PROPOSED TO BE REMOVED THE FIRM
DELINEATED FLOODPLAIN:
BELOW ELEVATION (2001 ADJ.) CUBIC YA
lL4IE5:
1. COMPLETE TOR ALL PROJECTS
il. COMPLETE ONLY IF PROJECT IS ADJACENT TO 100-YEAR FLOOD PLAIN
JV_ ❑LOMR /RJnEQUIRED
vERIFlED BY:SaiAWEL.-lf!'+SY s�714
HAR.RI S C O TTY
PUBLIC INFR.A.STRUCTU .DEPARTMENT
EXP�:ESS REVIE SHEET
❑ OTHER:
IV. HCAD ACCOUNT NOS. (ALl)
LOTS UNITS N/A (ADJACENT PROPERTY 040-244-003- )036)
AVERAGE ALLY FLOW
.N4.ff.S:
I., III., N., COMPLETE FOR ALL PROJECTS
II. COMPLETE ONLY IF PROJECT IS LOCATED ADJACENT TO A PUB C OR PRNATE 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
T�1:f
INTERPnOSE N _0 OECTION //_ q
FOR ITEMS LOCATED OUTSIDE OF HCFCD RIGHT -Of -WAY (�
APPROVED:
BY DATE
FOR NEMS LOCATED WITHIN IXISNNG HCFCD RIGHT-OF-WAY
APPROVED:
BY DATE
FOR REMS LOCATED WITHIN PROPOSED HCFCD RIGHT-OF-WAY
ADDITIONAL COMMENTS:
THE PROJECT WAS REVIEWED, HOWEVER, THIS DOES NOT MEAN THE ENTIRE PROJECT, INCLUDING ALL SUPPORTINI 'DATA
AND CALCULATIONS HAVE BEEN COMPLETELY CHECKED AND VERIFlED. THESE DRAWINGS ARE SIGNED, DATED AND'IEALED
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 COMPLYING WfTH ANY OTHER Lt JJ.LY
OPTED REGULATION OR ORDINANCE RELATED TO LAND DEVELOPMENT. IF THE CRY SIGNATURES ARE REQUIRED' Y ORDINANCE,
C UNT1' PERMITS WILL NOT BE ISSUED UNTIL SUCH SIGNATURES ARE OBTAINED. THESE SIGNATURES ARE VALID f R A MAXIMUM
f YEARS.
�ti �E o r�k.3� ENGINEER'S CERTIFICATION
•*�`' '`:�s*°err I JASON HULL A LICENSED PROFESSIONAL
.*.:. ' �':'. ENGINEER IN THE STATE OF TEXAS DO HEREBY CERTIFY THAT THE INFORMATION''
J SON J. HULL ;; PRESENTED ON THIS SHEET IS TRUE AND CORRECT TO THE BEST OF
,o?;. 99189 ,;'� � MY KNOWLEDGE.
rr�oaSSioNF E�Gt���b ~ ,cfffAAA THE COMPLETED PROJECT CON S OF D G HE � THRU E _ .
TAT+RD22
U ,✓1 V SEAL I R �{/
R E I S O N S
DATE SHEEP N0. DESCRIPTION AI KNOWLEDGMENT
HEST NUMBER
REQUEST NO.ZO��a3� •APPLICANT N0. ' - OF 5
VERSION 1