HomeMy WebLinkAbout03-7101 PROP. S.S. BLK 12 PARK DR S NUGENT TO DEER CREEK0
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LOCATION MAP
Not to Scale
City of La Porte,, Texas
Planning Department
CLP Project No. 2003�7101
MAYOR
Norman Malone
Z011W0111_
Michael Mo5teit Charlie Young
Chuck Engelken Bruce Mei5mer
Howard Ebow Peter Griffiths
James Warren Barry Beasley
ACTING CITY MANAGER
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APPROVED BY:
01,1220.101.11.
SHEET SHEET TITLE
N0.
1 Cover Sheet
2 BLK#12 SURVEY
3 Sta. 1+00 TO 4+38.6
4 Detail Sheet
DATE: — ! 03
Doug e per, P.E.
PLANNING DIRECTOR
John Joern5
2003-7101
Sheet I of 4
CITY OF
LA PORTS
PARK WRNS
( ASPHALT)
Q
24 23
22
21 20
19 18 17 16
15
14
13
12
1 1 10
9
604 W. FAIRMONT PKWY.
LA PORTE. TEXAS
PLANNING
DEPARTMENT
ENGINEERING
HOUSE # 1507
DIVISION
PARK DRIVE
SURVEY OFFICE
,may
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V1711
DRAWN:
R.J.S.
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INE
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---
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REVISIONS
-
26
NO.
REVISION / ISSUE
DATE
1
ORIGINAL ISSUE
1/03
REVISION ISSUE
3
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2
5
016"OAK
28
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SERVICE
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B LK #
M.H.# 1153
2
SCALE. 1 ° - 20'
LOTS 9-15
N. RIM EL = .E.=13
W. 12" PVC I.E.= 4.10
BENCH MARK"
E. 5" VCP I.E.= 4.45
CHISELED "X" S.W. COR. CONC. BRIDGE
S. 10" PVC I.E.= 4.16
(S. LINE IS A 2' srua—our)
@LITTLE DEER CREEK &PARK DRIVE
1
ELEV.= 14.42 ('78 DATUM)
PROJECT:
SHEET:
2003-7101
n O c A
G 1- �F
DATE:
01 /03
SCALE:
1"=20'
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SEWER RELATED\7100
03-7101\2003-7101 1507 PARK pg2.dwg
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1 SPRAI
24 - 23 22 - 21 - 20 - 19 - 18 - 17 16
29
STA.1+00
SAN SWR-.-M H:#107
N. RIM EL.=14173
N.8" P.V.C. I.E.= 8.93
W6" P.V.C. I.E.= 9.03
5' CHMNUNK FENCE
6" P.V.
15 - 14 - 13 - 12 - 11 10
HOUSE # 1507
PARK DRIVE /
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STA. 1+93.1 2 5 PROPOSED 245.5 L.F. h\� STA. 4+38.6
EXIST. 6" PVC 6" SDR 35 @ 0.50% 6" SDR 35
I.E.= 9.57 I.E.= 10.80 ,w
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SCALE: 1" - 20'
BENCH MARK:
CHISELED "X" S.W. COR. CONC. BRIDGE
@ LITTLE DEER CREEK & PARK DRIVE
ELEV.= 14.42 ('78 DATUM)
20.001
16.00
14.00
12.00
M
,* � •
IS We
2.00 ; ; 2.00
1+00 2+00 3+00 4+00 5+00 6+00
R:\PROJECT FII.ES\7000-SAN SEWER RELATED\7100 03-7101\2003-7101 1507 PARK pg3.dwg
CITY OF
LA PORTE
604 W. FAIRMONT PKWY.
LA PORTE. TEXAS
PLANNING
DEPARTMENT
ENGINEERING
DIVISION
SURVEY OFFICE
DRAWN: R.J.S.
CHECKED: G.R.M.
APPROVED: D.K.
S
REVISI oN
NO. I REVISION / ISSUE DATE
1 ORIGINAL ISSUE 1/03
2 REVISION ISSUE
4
5
6
PARK DR.
• • • •
LOTS 9
PROJECT: SHEET:
2003-7101
DATE: 3 O F 4
01 /03
SCALE:
Lif =20'
PARK DR.
• • • •
LOTS 9
PROJECT: SHEET:
2003-7101
DATE: 3 O F 4
01 /03
SCALE:
Lif =20'
CITY OF
. LA POFZTE
- BELL ON BP P A A ..
XTSTTNG CONCRETE
_ PAVEMENT r
4'•0"M/N. B B
" 3
3
-elfin_
314T EPI ,t
MnI CLASS AA nr CLASSA " s `-
4 BARS BOTH WAYS ,
W CEMENT STABILIZED SAND PLACED BEFORE PIPE ISLAID UP TO FLOW - - AT 12 C.0 ,
LINEOFPIPEORABOVE-MINIMUMDEPTHY. - 1:2:3H,$SCONCRETE SECTI N B-8
"B" CEMENT STABILIZED SAND, THOROUGHLYRODDED, PLACEDAFTER
PIPE IS LAID. PLAN - - I -
CLASS B "C" EARTH FILL PLACED SAME DAYAS PIPE IS LAID.
"D" EARTH FILL PLACED NEXT DAY (OR LATER) AFTER PIPE IS LAID. STANDARD CAST /RONMANHOLE -_ _ 604 W. FAI RM O NT PKWY.
FRAME & COVER A I
NOTE: CLASSA BEDDING USED ONALL SEWERS 15"AND LARGER UNLESS CEMENTSTABILIZED SAND LA PO RTE. TExAs
? - _ OTHERWISE SPECIFIED. COMPACTED BACKFILL Y
---- ____-- TAMPED IN6"L4YERS
COLD JOINTCOMPOUND - ` - r CONCCAP °.
MIN OD +12PJAX. UV " ICC r r FRAME &COVER
PRIMER PRIMER BEDDINGS FOR PIPE SEWERS
OF COVER
d N.T.S.
HRU7
N.T.S2"s2-1/2"RECESS - - - - -: PLANNING
OAKUM BELL AND SPIGOT TONGUEANDGROOVE CONCRETE PAVEMENT
NTS SEE DE A/LECESS a a DEPARTMENT r
DETAIL OF PIPE JOINTS 314"HOLES TEE
(� - /�
N.T.S. - AND2"ERSTOB HIGH RAISEDSIl4"WIDE _ ENGINEERING
LETTERS TO BE RAISED Il8" r
s CLASS "B" CONC. DIVISION
a GROOVES 3116" DM. z 3132" DEEP _ - _ - _ _ _ -
APPROX. 314" TO ]"SPACES
`- 6 r xi i
2
W z
in So
10-011+/ SECTION A - A
O m E�+1 '. _ %ti/ 167 781511 3'-0' a -
t�
z = Z a LIMITOF AYMENT rra rz,la 3176 t tt3/ 11/8 3116-=N4 SHALLOW SAN SWR MANHOLE
s _ EXIST/N RCS t' Y LI
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t
N.T.O.
�l8 T
90"BEND '
SECTION B - B
uJ OFTHEIN-LINEWYE ' t. -
p { t / COMPACTED BACKFILL ® j
. U x i. 4 . :ri-.>r ; .+ a. / TAMPED IN 6"LAYERS "' _ -F._ S/ \N ITARY'
z 4
NOTES.,
a I.DEPMOFMANHOLEDEERMNESSECTIONS -• HFRME SUCRDEw WTaSEWER
W A y REQUIRED. - / r _,_c - NTS.
_ a
-.-... O a N ¢ (- 2 PRECAST CONCRETE RINGS SHALL BE PROVIDED / -----___-- _ _ — - PLUG Yr,._i - - —
w FORA COMBINEDADJUSTMENTHEIGHT OFAT --- - —-�>. *NOTE WHERE TOP OF UPPER BEND WILL ' �' D E TA I S
04 o _ LEAST 12". THE TOTAL HEIGHT OFTHE _ :•7: ; ; • EXTEND MORE THAN SFEETABOVE RANDOMBACKFI R ° „ }
m IN .
a low ( ADIUSTMENTRINGSSK9LLNOTEXCEED - : �._:�,,:.: t;;•:-._p�,y. _ ,•�:,, FINISHED GROUND _ _ L
p, O °- 3.MANHOLE WALL THICKNESS FOR DEPTHEXCEEDING - - `• ' • ° - �" ""' r ""' `- - 3' --� `' ���'�" WILL BE 2112" OR 3 , LD. SPECIFICATIONS -.
(� H 12'-0" SHALL BE TETERMINED TO MEETLOADING
w CONDITIONS. MIN. THICKNESS5". ELEVATION END VIEW ~~ `
eel bran 4.MANHOLEDROPANDINTERSECTINGPIPESSHALL
o BE INSTALLED ONLYWHENCALLED FOR INPLAN
N w A"°PROF'LEDIu"'Ac CLEANOUT DETAILS WATER PROOF MANHOLE WITH VENT
5.SE4T MANHOLE FRAME IN SEALANT PER - -• : r -` » : - - -' • - -
0 o d p COHSTANDARDSPECRUCATION. N.T.S. N.T.S.
vi c m 6.ECCEN7WC PRECAST CONCRETE MANHOLE .
MAYBE USED. COAL -TAR COAT
7.0111IT CEMENT MORTAR WHENMANNOLE IS - =` >, - • (SEE NOTE 4)
LOCATEDINPAVEDAREAS.
I - &MIN. REINFORCING INTHE PRECAST CONCRETE UNDER PAVEMENT NOT UNDER PAVEMENT
BASE SHALL BE # 5 @ 8 EW. NG ` - }- • e
�.
9. PROVIDED BACKFILL TO MATCHADJACENT PIPE 32" DL9. STANDARD MANHOLE DRAWN BY: J.R.
_ '
TRENCHBACKFlLL PER COH STANDARD FRAMEAND COVER SEE SEENOTE3
- _ - _ -
SPECIFICATION. COH STANDARD DETAIL
a - a CEMENT STABILIZE - - EARTH - CHECKED BY: B.S. i -
- CEMENT `" A = SAND BACKFILL RACKFILL _
MORTAR APPROVED BY: C:M.
i
(NOTE 7) _.. _ _. - _ cry-- q _ :.i : Q s.
FL
(NOTES) - - _ :; - 9" N Cy 9"-
MEN77C4L _ �"' �: t ,� 6" MI _ __'t y 2 •-.i '=. _� : _ ,.t
BELL ON - -
B&SPIPE ............................. .....- -"--
� W BELL O A y W " (_ � t • `
_ _ BELLG F t REVISIONS
: =iii:• •-�: Zq •.%'.• '• -- �
COMB ----------
ADJUSTMENT AIFCES'OBE :::_, rrtitm -.__• m ' , NO. REVISION /ISSUE DATE
q NDAS NECESSARY .. • _
AND SEALED WITH _ 0 ORIGINALISSUE 3J02
K _ _ -
APPROVED SEALANT
4 PRECAST CONCRETE �:_-; ....-•---• ' - MIN. MIN. 'MIN."- - •,"MIN.
BASE SECTION _ _ ..
PRECAsroRP2EEMIX ----= -- = = -": TYPICAL CROSS -SECTIONlZ
y CONCRETE I MR • • • •--• • RESILENT 4" MIN. UNDER STREET OR DRIVEWAYPAVEMENT NOT UNDER STREET OR DRIVEWAYPAVEMENT
eS� CONNECTOR (TYP.) •-I" MIN: -
RESILIENT z.manN. NOTES: N.T.S. h
CONNECTOR (TYP.) a
r + 1"1FT MINSLOPE A - CEMENT STABILIZED SAND BEDDING PLACED BEFORE 1. "CEMENT STABILIZED SAND" FOR BEDDING OR BACKFILL SHALL BE COMPACTED INACCORDANCE - PROJECT: SHEET:
q (TYP.) PIPE IS LAID UP TO FLOW LINE OF PIPE ORABOFE. WITH SECTION 02221 AND SHALL MEET THE REQUIREMENTS OF SECTION 02229 OF THE SPECIFICATIONS
B - CEMENT STABILIZED SAND BEDDING, THOROUGHLYRODDED, U
'7 a FOUNDATIONPLAN PLACED AFTER PIPE IS LAID. 2."EARTHRACKFILUSHALLBECOMPACTEDINACCORDANCEIIITHANDSHALLMEETTHEREQUIREMENTS
I s D- EARTH FILL PLACED NEXTDAY(OR LATER)AFTER STANDARDS
C - EARTH FILL PLACED SAME DAYA);
S PIPE IS LAID. OF SECTION 02221 OF THE SPECIFICATIONS N
_ PIPE IS LAID. - 3.6INCHES OF "CEMENT STABILIZED SAND" BEDDING SHALL BE PLACED IN THE BOTTOM OF THE TRENCH - DATE:
_ ,f�-On Tl T ,1 7) U L"!'+ ,f p7* !'+O7�Tl+�y*TE. E - CEMENT STABILIZED SAND COMPACTED TO 95% BEFORE LAYING THE PIPEAND MAKING UP THEJOINTS.
-:-:: `t 1J1C1 PRECAST CONCRETE
"'• ';'-'••'" "'"'"'••"•-'-•••-••• - STANDARD PROCTOR DENSITY. �.
r PROVIDE6"BASE MANHOLE MARCH. 2002 � OF � -
BEDDING FOR SANITARY SEWERS
SE TI N A DEPTHS FROM R�HOLE N.T.S. - 'A A" BEDDING . .
FOUNDATIONMATERL9LASPER SMWRF SFT. - N.T.S. SCALE:
COH STANDARD SPECIFIC 7TON SANITARYLINE BEDDING &
BACKFILL DETAIL
N.T.S.
N.T.S.
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