HomeMy WebLinkAboutGAS INNOVATIONS WATER & SEWER EXTENSIONAPPROVED:
DIRECTOR OF PLANNING
DIRECTOR OF PUBLIC WORKS
GAS INNOVATIONS, INC.
18005 E. HWY. 225
LA PO TE, TEXAS 77571
SEWER
WATER &SANITARY
LINE EXTENSION
,JANUARY, 2005
ENGINEERS PROJECT No. 3551-04
PREPARED BY:
H . CARLOS SMITH
ENGINEERS AND SURVEYORS, INC.
P.O. BOX 529 423 K HW'(. I L 6
LA PORTE, TEXAS 77571
PH. (281) 471—L226 FAX (281) 471-4228
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LA PORTE
VICINTY MAP
N. T. S.
INDEX
PLAN SHEET
WATER LINE PROFILE SHEETS 2 & 3
SEWER LI--NE PRnFIs 1 - NNE cf 1 - 4, T _ 4
_DETAILS SHEET __- _-- 5
�: ry
N. f,ARLOS SI'AW
..cm 13327
f
�P�\O DETENTION POND �Q�\
Qo1 DETAIL O�
Q
��Q o� END PROTECTION h o�
cb QP Q� N.T.S. Proposed 4' CONC. END PROTECTION G�2 �P Q�
\ Go,N 00`L
be
ry°' �� PSG' C, C1 OT-DIP GALVANIZED TRASH
12' HDPEACK REQUIRED.
C,'
�kry x ry°�b OQ_Q� G o� OQ-P'� G OP.�k• 2y2
?q T
FND. 5/8"IR
S85'04'WW-3.44' L,!-IFND.
8"IR FND. 1 /2" IR Y
2" BLOW OUT
W CA b \qq CAP N00'20 W-0.32' Y Z (DIST REED)
"IR_ _ ry �ry N 89' 8� 03" E-531.68' q?q �- °� ®��, ryo� 10' WATER EASEMENT -AND IR R,5 10 WATER EASEMENT y 1q '�' 0^ ® 2" LOW OUT
our
ry .13 WY W U w 0 0 .r POWER wb q ®��$%POLE
♦q' I I-Z D LIMESTONE DRI\I WAY �! p� w W ryo pp A� �OWER PROPOSED BT
15' Gate .1q LIMESTONE DRNEWAY \q 1gbo �O�ry ry ry� a� p?` ryo' /a ryx' �'o' ti°.;o ®�` o� NEW FENCE sweT q
l
x o o�
�bp L
ry ry°' 1100 0 q,� q qk1 .q`20.6 100 0 a EXISTING �O
Ha \' I o / / !P � SEPTIC FIELD Q GUY ®`°,� /
100.00, 100,00, \`�
c~i_1i 01 o a / P\ o_ ABANDONED x\g41 �o \
xl : ♦q Ld PROPOSED GO I �/U I / O `��� xry° FENCE TO PROPOSED / Q��� �1
\ tp w Z Ld / CONC. P KINf
♦ 110D CONC. PARKING O`a G�' CB2 x q x \q. >/o / FOG �O BE REMOVED ph O
,tiw ♦'• r- q• G� `\'Q-P h 6x 0�q I U t�, b
SHEET Q O `o / EXISTING \)P \ o, EXISTING
PROPOSED o ONE STORY �,. v�\� \ ASPHALT PARKING tij d
zJ4 DRIAN 20 2 Q _ o� QG •� • \ 20 / o F OO ry7 pc C9
_ -�_ _ N / CONC. BLOCK O �' Q O
t a x,q P \ �'�\ 100 BLDG. EXTENSION z x O Q-PQ ,, bq 0a ry
DITCH `ry G �� ��c, g� I O p BUILDING �h,OQ Q J MATCH g hp
b q P P U qq x o O' �,• O EXISTING PVMT.. \�
c/a w o , `I P<'O\ F.F.=20.80 `' F.F.=23.89 �O
a Z I O�<�� x ry°d 0o Go ,qAq Q b N 1vk\,)
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Cw .. P OP ,q.00, ♦q I / Z G QP OP w o� ;p
W R=2 C3 GQ Q\� ,q x I CB 1 q / L� O W V ry° N" EDGE CONC. oJ��
/�i oo (0.75' SOUTH)
��• x F�?; 1qo 000�\ x CALL & FNDI N 89' S8 03'' E-410.05 e4 Ft D. PUNCH ,ARK �^ ,o tic / ���
_ (REFERENCE BEARING gaq? xq. x qti 2o,s o 6 CH NK..FENCEJ -1 -I ♦, ♦q' %/ �� ry�^°
�I I FND. 220.95' / FND. 189.10 `°�b21.53' q'^ -' ♦b °`ry xryo♦
ZN 150.00' C� FENCE CORNER
�I I I FND. 5 "IR o / o (0.4 INSIDE PROPERTY CORNER FENCE TO `bq♦ 4' - -
FND. 1 2" IR o (0.6� BE REMOVED a
x�0^ry PROPOSED PROPOSED I (o.s souTH) x
&I � � p Hr � S12'51'E-0.12 � b `L ryry'
aI I wl CONC. DRIVE x ♦ � CONC. DRIVE �q" R=25' \e
Double 20 a o qb ryq `o.w nne O
II J Eh x0,♦ ♦q' bI x`q' QOJIl�4 / R=25' ,ry .tmo�o•:�' iQ ,tip♦. q II I o b W `e ,eb. C) 2 EXISTIN ,o <
OOO20.5 Cd,
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1{=20 W r `V \ /
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Z:
o O to Z Z N x \0?� ♦q Q I� I z �' y �,. �Q \ o
:.. �' IW Z 0 1.420 ACRE TRACT w�, jso w ���� ,qti �•`L� �oQ �� �,�o� �P ,. Q�
`qq` • *'.� ^ • ♦ `� ♦°�q t� ;'.�' O\�G �� �P\F' o I ��O�p�OG r ryti ry 'tiryb,
Z I U ti K F Q G J 5 G ♦q v , x ryry' OQ
o �;: In a� P CO' to ��yJJ roe g z Gk. `fp \" u� Q e c
1 ^ to , N ryp O x.b '\ \�� pJ'\ J O• (`r1 'J G/ I- R=45' J J /
i o x ♦b Q O n t. GO O
♦b o 0. ; o of p N O \POPS`' �O° tK. 55 x ♦b 0.007
q 0 i.. !n ♦b' O F p Q F, .
Q. z C CO
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^S4 / 3 I ' 9F�M „ �O mE1 �OP� e • ' K\? ` e ryry
CAP I S ryy � \5 /
CALLED 0.0098 °' I I P TREE LINE , i• .\p F, J
H.C.C.F. S404378 U D. ij8 R
d I W A 20 1 � `° o� ,b� ye♦ ONG�GAN_ e : • mod' � GJ � x�'
' ' • ', 'II �1 °`' ..}.'•''- � `GQ�o�
N.�.. •�. CPC' .°
�:
20.5 .� C\
30 qA C) Proposed TECTID (O �j�C.r .� `p• , ` \\\ \ E1.aP J �e G V
' I'I � • • � , .,, oPOSE � Z .o \\\ qry � CARRIE NORVEL TO STATE OF TEXAS G.
Called ��;:v'� '� GE Qi\N �2� o ry� 1 VOL. 2768,PG. 586 H.C.D.R. b� GOB
Del: 13'40'43" ♦q I +i; .`.%- \� F�N �P��� Iq S\GP \\\ o n MARCH 23,1954 q
R: 38.00'I,: 1.. GAP\t� N�,0pry
CB: N 06'42'43" W I I o \
LC: 9.05 I I ti Z 6 ME S 6 J\\\\\ ' A Q� G
Non -Tangent Curve o. Po A
DEL: 13016'48 I I Gw ` F� GG N eE off .�a c0\G� I 1' ryry\ \\\a e Q P_FO 11G
L 8.81 11 20.5 �\• . �o 0 0 �r
o R 38.00' j vy ����" Get �� E 6. GGN\o\N ° °^`tio� e d a' J aa'•\�' d ry`J`O xry°o� t,� qq` �fO
CD N 06 42' 43" W �b j o PRO p
✓ /. U' q0 09 / 'ti° `0 '\ •♦ x ' I , \\ yt�< 'e IO
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♦bby 7 `qq
Q ♦q 130
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KATHLEEN BROWN CE TO STATE OF TEXAS
H.C.C. FILE No. 1 73319
APRIL 2,1954
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0
SCALE 1 "=30'
0 10 20 30 60 90
v' TX DOT
°ry Q= CIA
Go\v�� A= 150 x Frontage
1= 6.76 2yr 11.89 100yr
CIO C= 0.65 2yr 0.90 Imp.
Allowable Runoff
FRONTAGE
Hwy. 225 484' = 1.67 Ac.
Strang Rd. 266' = 0.92 Ac.
Use Total Area of Tract = 1.42 Ac.
2 yr Q = (1.42)(6.76)(0.65) = 6.24 cfs
100 yr Q = (1.42)(11.89)(0.90) = 15.19 cfs
To Detain = 8.95 cfs
12" Restrictor 2.5' Head = 6.22 cfs
1 hr Detention = (8.95 cf/sec)(60 sec/min)(60 min/hr) = 32,220 cf
�q
LC 8.7 o O`' e c e J` bb ry r►� CONCRETE PAVI G
:q 1q1' 'END CONC. q .q /.� i R MN. Q ONG J a e v � Iv ♦q ryo. J
I g� 51 \G� oGE G J ry�o ay., °' d: nv ed ``'by yb a �pt� O G G0� P @ 28C DAYS 0 PSI #4 @ 24" DC -B/W
��� o \qbb• METER POLE p �tiq �1' J . G pJll"�a d c S` ry a 0�' ` d. a a Q GOC� ILZ
FND. TX -DOT CAP Z G GeN QO e ,� ♦" d v k?
y R G p` g�OR .y IN CONC. x ,� . I S��N . ryv c'\GCS a d e a A A A
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,o^ � • ^ p'1 • p,G`� / P S k •`•?' ♦q0 GOB bo`'
DETAIL
TYP. PAVING SEC ION
q♦ / LE o? N.T.S.
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GOXC' 20.5
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15'
20.5 _
-
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CONCRETE RIP RAP
N.T.S.
TI__._ 5' TRICKLE
CHANNEL
12't
DETAIL
DETENTION POND
N.T.S.
9'±
GAS INNOVATIONS
18005 E. HWY, 225
LA PORTE, TEXAS
NOTE: THIS SURVEY DONE WITHOUT BENEFIT OF A CURRENT TITLE REPORT.
5'
BERM
20.5
DA1
1,625
cf
DA2
874
cf
DA3
400
cf
DETENTION POND
32,000
cf
TOTAL
34,899
cf
NOTE:
x - SHOWS LOCATION OF ELEVATION EXISTING
00.0 - SHOWS PROPOSED ELEVATION
1. THIS TRACT SUBJECT TO THE CITY OF LA PORTE ORDINANCES.
2. LIES IN ZONE "X" AREA OUTSIDE THE 500 YEAR FLOOD
PLAIN FIRM NO. 48201 CO935 J, DATED NOV. 6,1996.
3. BEARINGS REFER TO PLAT NORTH.
4. IRON RODS SET WITH CAPS OR FOUND AS SHOWN.
5. ELEVATIONS SHOWN ARE BASED ON NGS 1929 MEAN SEA
LEVEL 1978 ADJUSTMENT.
I, H. CARLOS SMITH, DO HEREBY CERTIFY THAT THIS PLAT CORRECTLY
REPRESENTS A SURVEY MADE UNDER MY SUPERVISION, AND THAT THE FACTS
AS FOUND ON THE GROUND AT THE TIME OF THE SURVEY ARE AS SHOWN
WITNESS MY HAND AND SEAL THIS , DAY OF •�'�f `�
H. CARLOS SMITH
TEXAS REGISTERED PROFESSIONAL LAND SURVEYOR NiliLc�S SMI I -I
I
PROPOSED DETENTION
SURVEY ❑F-
1.420 ACRE TRACT
ENOCH BRINSON SURVEY, A-S
HARRIS COUNTY, TEXAS
ATE, H T H SCALE,
Ol/013/05 CARLOS 1"=30'
RAWN, ENGINEERS AND SURVEYORS, INC. CAD FILE,
JFB/BF P.O. BOX 529 423 N. HWY. 146 3551-04PP
ROJECT, LA PORTE, TEXAS 77571 SHEET
3551-04 PH. (281) 471-4226 FAX (281) 471-4228 1 OF 5
,
NOTES:
CONTRACTOR TO NOTIFY CITY OF LA PORTE DEPARTMENT OF PUBLIC WORKS Tj
AT 281-471-9650 AT LEAST 48 HOURS PRIOR TO STARTING CONSTRUCTION. �C, .' 1-8X6 TEE
2. CONTRACTOR SHALL NOT OPEN OR CLOSE AND WATER VALVES. THE CITY OF ,p 6' 1 -6" GV&B
LA PORTE DEPARTMENT OF PUBLIC WORKS WILL LOCATE AND OPEN AND CLOSE +18.33 PILE ro +
1 DEBRIS / Q /ti��c ��� 2i:'�3 �A 4'�i 20.37 S'QpA0 �C 1-F.H.
ALL WATER VALVES. �-rA ti S�
�-f ^� 19.03 18.66 A S/OCR - ��/G
3. CONTRACTOR SHALL NOTIFY THE UTILITY COORDINATING COMMITTEE AT LEAST 48 J `-� + C' �O F'Ao�, 0.1 pOp 2().0 20� S�IO 1g87
HOURS PRIOR TO STARTING CONSTRUCTION AND SHALL COMPLY IN ALL RESPECTS + �Q ti Gy
WITH O.H.S.A., SECTION 1926.651 GENERAL EXCAVATION REQUIREMENT. O 1a.a5 1a.a2 '9C +18.a2 p� 0�C' 0,F ocF,Q 196 6 3'89 21 95 s o�F,Q
4. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CITY OF LA PORTE STANDARD M ACRES �,�\ + o�,o �o�ti� ��� cy 20.0�0 1g94 c� O,Q A �Q
SPECIFICATIONS AND DETAILS. + CALLED 420 LTD INC. ` �o� 1a.93 �(%, s So co O� A 0QO C'� lid, /ST
T �- -ENS ON YOUTH %,p I SCy
APPROVED FOR CONSTRUCTION BY CITY A 78 HEAD 1g.29 T �� �9%� ,
OF LA PORTE. V GRANTOE: EE '9 ,� / R + �/V Fp ..� Cry (��oc , +20 p4 60' f BORE & 20.05 00 �
GRANTE F 54043 7 h A, OVE �iJ s• S O
N C G. RIL 14, 199 METAL SIGN 19.46 C1�� 19.91 "9 Scott JACK 8 W.L. AFp J
Q � GATED � AP p'p /mow
�' �� o&T'�J FENCE LINE 9'Q�9.56 EXISTING 1 1 FORD MAIN
DATE THE �'�� V ��_- PROPOSED SE N F,pSAN. S_ _-
CITY ENGINEER E LINE O 19.a7 E °.3 T
WA PRO- P�p Is. / TREE LINE s 10 WATER LIN_E_.._. 1 . 6�� ELF• EXISTING 8 W.L.
EASESM ` S�� 19'.�lg�� �o.�`
``` cNT 1 A-34 \ 19.53 -7
C 1+Y��' PROPOSED +�.+�'* �1�9 GTE: 19.99 19' }9.69
� LINE EASEMENT 19 87 19.82-. - 5, oar ® }9.4a F �
�-� 10 WATER 20.16 43 W 157.5
/ '020.13 �O F S 50• 3 }9.40
FND. S 50' 36' 38" W-272.06' ; 19.94
O 'z 1� 17.74
19.9 9.34
\D 8.47 + n n O
TREE LINE
PQ TOP TREE LINE 19.30 O O 20.07 18.60 0 Q
�� REMOVE EXISTING BLOW -OFF &
I G SLOPE -p 19.05 17.35
� 1a.89 TOP SLOPE
C 1- X 1a.6 19.01 0.20
L. pIT 8„ 6 TEE o 0.3�8.6 s.4 6C2 END RELOCATE AT WEST PROP. LINE
CH 1-6 GV&B � o _ _ - P. ,a.84 C NTECTION CONNECT TO EXISTING WATER LINE
16.63 1-F.H. - - - �. 69- 20 �4' R• RO
_ 18.91
-_ - - - 16.59 0.36 PROPOSED 225' f 8" PVC
.- C.L. DITCH C.L. DITCH 17'0� - OSED C-900 CL. 150 WATER LINE
op
,6.25 _ _ - -.
stop 15.a1 PRO P
2 4„ 20.50
CO COIDTECT ON RCP
20 79
SIGN POST
20.22
20.63
+ 20.90 v
� c
v
22.19 V
22.1 '
® SIGN POST
22.33 22.70 +�
1`
J
P NC END PR \ 20.54
v
ROTECTION �'.�
�
19.14
1 a.92 g`S'
19.06 20.66 v
18.84 19 TOP S - 20.73 J +21.04 V
20.70 20.76 o V (�
I I 19.51 20.71
I20.68 v ` J
� J . +21.01 V \ �I� .•
.V 20.72 J
' � EDGE CONC. p VM'TI S, A�
V V
I 20.92 \ v C01\IC. P D
_ \/ V. v v y \ \ J v 22.22
22.71
I I I I n V v o CONC. PVM'S. v o V V V
0 o V BA K CURB +NOTE:
\ / 22}III 22.12
v v 7 v �o \' V p `i 22.61 +22.43
v 22. 4 �' 2.21 �' 22.12 +27.49
22.64
p �Op S
. • . . I I I I � 22.02
IIII
I I I I *CONTRACTOR TO VERIFY
15.65 `' 15.60 LOCATION AND DEPTH OF
EXISTING 8" WATER, LINE SCALE 1 "=20'
& EXISTING 1 1 /2 FORCE MAIN
5
50
5400
4450
4+
0
3+50
34-00
2450
2
-00
I
50
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0
-50
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JACK
/�
8
BORE
V.L.
&
ISTI
W.L.
E
G 8"
O
d-
Lv
12
=
U
PROPOSED
C-9
0 C
43
. 150
' f
WA
PVC
ER L.INE
4-0-
told
H. CARDS
r
3m!� ]
r
5-4-50 5+00 4+50 4+00 3+50 3+00 2+50 2+00 1+50 1+00
0+50 0+00
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DATE: 12/31 /04
JOB NO. 3551-04
SCALE:
HORIZ:
1
" = 20'
VERT:
1
" 2'
DRAWN:
BF
CHECKED:
CHS
CAD FILE:
3551-04PP
SHEET:
2
of 5
NOTES:
1. CONTRACTOR TO NOTIFY CITY OF LA PORTE DEPARTMENT OF PUBLIC WORKS
AT 281-471 —9650 AT LEAST 48 HOURS PRIOR TO STARTING CONSTRUCTION.
2. CONTRACTOR SHALL NOT OPEN OR CLOSE AND WATER VALVES. THE CITY OF
LA PORTE DEPARTMENT OF PUBLIC WORKS WILL LOCATE AND OPEN AND CLOSE
ALL WATER VALVES.
3. CONTRACTOR SHALL NOTIFY THE UTILITY COORDINATING COMMITTEE AT LEAST 48
HOURS PRIOR TO STARTING CONSTRUCTION AND SHALL COMPLY IN ALL RESPECTS
WITH O.H.S.A., SECTION 1926.651 GENERAL EXCAVATION REQUIREMENT.
4. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CITY OF LA PORTE STANDARD
SPECIFICATIONS AND DETAILS.
APPROVED FOR CONSTRUCTION BY CITY OF LA PORTE:
CITY ENGINEER DATE
9
w
k2p�1 ,�9pk -
80
iV�B•�' ,\ c�2� PZO�� �\A
F S2 OTCp GP\-V�9 PDPNS ON a
S� Q 3 � ISRPN-�pR
61 O F F3 ��° GRP \A
0 �/C Q S k`a�p OP��p•.
CO
ry l' 202 R �a 2� CD
0
/, V^ ,
E
/ z0) o
7 ►—t
7 p ,a 63 6 � ' '' 6 EE L1NE
GUY �95, 40 -T TR
N 91 8 GUY N9 g8 = S ' U 1
19 I 6•
C.
-Al
2p � FND. 5/8 IR PROPOSED �10, wp,�E� ---'�
— ` v ,9� 9a6 �uy—wl CROACHMENT 10' WATER LINE EASEMENT
_ �c� °� GUY WIRE H.C.C.F. No. J285701
2p22 00 �8A1
— ` = aQ GUY D. S 64' 1 1' 13 W-212.7 op SLOPE
2°3, 2°35 FN LINE — T
<' STORM M.H. �s9^ �850 TREE
2°52 RELOCATED , �9�6® R C.P-
C.L. DITCH �663
2°61 BLOW —OFF 20a5 /VQ METER p �9 PONC. END LPROTECTION
4 /C ClA oTOP SLOPE1-8" GV&B
1-8X6 TEE 2099 02°6° SIGN POST 'a�R
1-6 GV&B v -� 2g SIGN POST III I
,Lp g9 20 • ® I I I I 2p 6B
1—F.H.
0.15 EDGE CONC. 2°'2?J .,
h l l l 2°92
v ' 7 \ , }2% 1p J v \ .
V / v , k2� pp 20 0
V. v
< 4 '1
Y v CONC. vPVM4'T. ° v
v
**CONTRACTOR TO VERIFY
LOCATION AND DEPTH OF
EXISTING 8" WATER LINE
& EXISTING 1 1 /2" FORCE MAIN
7+ o I I 1 1 7- 00 1 1 1 1 6-4-P0
v v.
BACK CUR
,i f •
/�\ r /, \ x T //,
MAI
/ < vIIII
v
,5 v `' I I I/ I1 2 '
22 `
22 �9 c
68 2 g4
22 SIGN POST 22�° a' a I I I I 2 a a 22p2
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IN. 14
PROj'OSEp 21' t�8" C
C-900 qL. 150 WATER INE
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SCALE 1 "=20'
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DATE: 12/31 /04
JOB NO. 3551-04
SCALE:
HORIZ: 1" = 20'
VE RT: 1 " = 2'
DRAWN: BF
CHECKED: CHS
CAD FILE: 3551-04PP
SHEET:
3 of 5
1 1/4' DISCH. FLANGE
STRUCT. PLASTIC
SLIPSOCKET
PUMP TO BE MEYER WGL 20-21 GRINDER PUMP
SYSTEM, 2 Hp, 120-240V, i PHASE, 3450 RPM
C APABLE OF DELIVERING 20 GPM 0 40' TDH
COMPLETE WITH SIMPLEX SUSPENDED SYSTEM
BASIN, PIPING AND ALL CONTROLS.
J
illm1w
JT '-CONTROL MTG.
LBRACKET, SST
SIMPLEX JUNCTION BOX, ANTI -FLOTATION
STRUCT, PLASTIC COLLAR
(SHOWN OUT OF LOCATION)
24' BASIN COVER,
1 1/2' NPT CONDUITA STRUCT. PLASTIC
FLANGE
CONNECT TO CONTROL EY CONDUIT SEAL %SST FASTENERS
BOX ® BULDING (RED'D• BY OTHERS) /
LIFT -OUT ROPE,
i6 3/B' POLYETHYLENE le
1 1/2' DISCHARGE PIPE,
BALL VALVE,
VE
Ob TRUE 1/4'
UNION, BLOCKED YPE
O`1 DISCHARGE LEVEL
ti
1 1/2, CONDUIT
REO'D. REDUCE TO 1 1/2'
54 FLOW FROM BLDG. 1 1/4' DISCHARGE PIPE,
PVC, SCH.BO
—y �1 1/4' HALL TYPE CHECK
4' ADAPTAFLEX INLET VALVE, PVC
FTG. FIELD INSTALLED
HIGH WATER 'ALARM' LEVEL
WGL20-21
°p GRINDER PUMP PUMP 'ON' LEVEL
70 yDk�°. (WITH FEET)
PUMP 'OFF' LEVEL
FND. 5/8"IR
24' FIBERGLASS REINF, POLYESTER
S 8 5° 0 4' W — 3.4 4'
RESIN, GELCOATED SURFACES T❑ CONCRETE ANTI -FLOTATION BASE REQUIRES SET 5 / 8 "I R
0� SEAL FIBERS, 120 PCF LOAD RATING 2 CU. FT. FOR EACH FOOT OF BASIN DEPTH,
SET 5./ "IR 6 AT S.F.2, 1/4' MIN, WALL THICK. W7ZCAP�
:. .'W / CA 0— ,� 10' WATER EASEMENT �o�� ���eFN D. N 89-
�� LIMESTONE DRIVEWAY °6° °y
ry°: x �O ° pro I gyp• "� �� ytoo/
00 0 ��h0 •° 10�,
in _ 6 100.00' u, 100.00,
Ld
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�• ° °° CONC. PARKING ° O G� x\Cb' x o/o�
ci .III
Q: Q (bop ,°� It—
x°y PG�O�P� cam°` x 6 PROPOSED
'�Q' 100 BLDG. EXTENSION
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SERVICE FROM BLDG.
GUA
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STARTER UNDER BRKR STAND
1 1-1 1 RUN
® CAP TERMINAL
START BLOCKS
• O o ' RELAY
' O O
CRD LUG
ALUMINUM BACKPLATE
NEMA 4X FIBERGLASS MOUNT CONTROL PANEL ON SIDE OF OFFICE BLDG.
LIFT STATION DETAIL
11 1/2" LONG SWEEP ELLI
FND. 1 /2" IR
8'1NOO'20'W-0.32'
—3" E-531.68'
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F.F. =23.89
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NOTES:
1 . CONTRACTOR TO NOTIFY CI
OF 'LA,',P0RTE DEPARTMENT OF PUBLIC WORKS
AT 281 —471 —9650 AT LEAST
48.' HOURS PRIOR TO STARTING CONSTRUCTION.
2. CONTRACTOR SHALL NOT CPEN
OR CLOSE AND WATER VALVES. THE CITY OF
LA PORTE DEPARTMENT OF
PUBLIC WORKS WILL LOCATE AND OPEN AND CLOSE
ALL WATER VALVES.
3. CONTRACTOR SHALL NOTI
THE UTILITY COORDINATING COMMITTEE AT LEAST 48
HOURS PRIOR TO STARTING"
CONSTRUCTION AND SHALL COMPLY IN ALL RESPECTS
WITH O.H.S.A., SECTION 1
26.651 GENERAL EXCAVATION REQUIREMENT.
4. ALL CONSTRUCTION SHALL
BE IN ACCORDANCE WITH THE CITY OF LA PORTE STANDARD
SPECIFICATIONS AND DETAILS.
APPROVED FOR CONSTRUCTION BY CITY OF LA PORTE:
CITY ENGINEER
REMOVE EXISTING SEPTIC TANK
INSTALL NEW LIFT STATION
L�7�i
INSTALL 1—„ 1/2" 45' TEE
1—h 1/2 CHECK VALVE
/
2" BLOW —OFF
10'
WATER EASEMENT
EXISTING
8"f
� POWER �° PROPOSED 1
—T
1/2" PVC CH 40
POLE ry
.
SAN. SEWER
FORCE MAIN
O•
h0
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a_ti°
�
x �O'
EXISTING
ASPHALT PARKING
EXISTING 1 1/2" PVC SCH 40
SAN. SEWER FORCE MAIN
Z
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SCALE 1 "=20'
FND. 5/8' IR
DISTURBED
EXISTING
1 1/2" LONG SWEEP ELL
°'b� R VALVE
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EXISTING �Pw
SEPTIC FIELD �� GUY
ABANDONED x�°lp
PROPOSED ,gyp �
CONC. P KING
0 0
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° 2BLOW—OFF lk
®�.PO�WLER .��
®,
SWBT
1 1/2" CHECK VALVE �\
1 1/2" 45' TEE
1 1/2" LONG SWEEP ELL
"CONTRACTOR TO VERIFY
LOCATION AND DEPTH OF
EXISTING 8" WATER LINE
& EXISTING 1 1/2" FORCE MAIN
5
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ELL.
NOR
H SIDE
OF
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oil
EXISTING
I 1
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SCH
40
ER FORCEMAIIJ
11.
SAN
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1 1
2"
HEC
VAL
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1
1/2
' 45'
TEE
PRO
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1
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SCF
40
SAN.
SEWER
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DATE: 12/31 /04
JOB NO. 3551-04
I II `ICI,': I V
VLRI: I"
DRAWN: BF
c 111 ('I'd 1), (:I 1'
CAD FILE: 3551-04PP
S1-1FFT;
SHALL BE
DOUBLE -WRAPPED IN
PLASTIC PRIOR TO
BACKFILL
FIRE HYDRANT TO BE
AMERICAN DARLING OR
MUELLER CENTURION
GRAVEL OR
BROKEN STONE
CONCRETE THRUST BRACING
CLASS "B" CONCRETE
18" X 18" X 4" CONC. PAD
PLAN
^'OLOCK REQUIRED
TO STREET
OL0016" GATE VALVE
CONCRETE THRUST
BRACING
CLASS "B" CONCRETE
e•
e
.. WATER .
MAIN
4
ALL THREAD TIES
ELEVATION
STANDARD INSTALLATION OF FIRE HYDRANT
(USE MECHANICAL JOINT FITTINGS)
2" HMAC TYPE "D"
HARRIS CO. MIX DESIGN
a
0
U
Z
0o " MIN. 6' MIN.
a
PROP.
WATER MAIN
CEMENT SAND
@ 1 112 SACK/TON
COMPACTED TO 95%
ASPHALT DRIVEWAY CROSSING DETAIL
STAKE PROPERTY LINE
FINISHED GRADE
NOTE: A 2X2X2'-0" STAKE
BENDS NOT TO EXCEED SHALL BE PLACED IN THE
MANUFACTURERS SURFACE DIRECTLY ABOVE
TAPPING COLLAR OR RECOMMENDATIONS WYE, STAKE SHALL BE
SADDLE (STAINLESS STEEL) EXPOSED 6" & PAINTED BLUE,
VC MAIN
NIPPLE, REQ'D. LENGTH, WITH ADAPTER,
CURB STOP & STEEL INSERT
DAPTER (SINGLE SERVICE)
1" I.D. FOR SINGLE SERVCE 1"X 1"X V X 7112' SPREAD "Y" BRANCH WITH
CORPORATION 1 " I.D. FOR DOUBLE 2 CURB STOPS, ADAPTER, & STEEL INSERT
STOP 81NSERT SERVICE (POLYETHYLENE) (DOUBLE SERVICE)
SERVICE CONNECTION
AS REQ!
BY VALE
#4 RE
EACH WAY
900 (1 /4) BEND
(USE MECIL4NICrtL JOINT F17TINGS)
221 /20 (1 /16) OR 450 (1 /8)
HORIZONTAL BEND
(USE MECHANICAL JOINT FITTINGS)
SECTION "A A"
(USE MECHANICAL JOINT FITTINGS)
CASING LENGTH CALLED FOR ON PLAN AND PROFILE SHEETS
3'
(MIN.)
WELDED STEEL PIPE CASING I.D. OF
CASING PIPE TO BE A MIN. OF 2" LARGER
THAN O.D. OF BELLS ON SANITARY
'OMPACTED
ACKFILL
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D
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I
5' DITCH
MIN.)
i
i
VARIES
CASING SKIDS AT BELL AND
SPIGOT ENDS OF CARRIER
MALONEY �_PIPEANDATMIDSPANOR 10'
MULTIPLEX O.C. OR WHICHEVER IS LESS
(MOLDED END
OR STEEL CASING OR SLEEVE DETAIL
EQUAL) EACH
END (N. T. S. )
AS
REQ'D.
BORE PIT (IF
SHOWN ON
PLANS)
TEE
(USE MECHANICAL JOINT FITTINGS)
i
CROSS
(USE MECHANICAL JOINT FITTINGS)
FAI
SECTION "B-B"
(USE MECHANICAL JOINT FITTINGS)
COMPACTED
BACKFILL
3" THRU 6" VALVES V-3" SQ. i
8" THRU 14" VALVES V-6" SQ.
4RS AT 18" O
EACH WAY
SET VALVE IN
CEMENTGROUT
PRECAST
BLOCKING FOR GATE VALVES
14" & SM4LLER - USE MECHANICAL JOINT FITTINGS
WYE
(USE MECHANICAL JOINT FITTINGS)
NOTE: Fittings, valves and pipe joints shall be
secured with mechanical joint restraints. These
restraints shall be EBAA Iron 2000 PV for fittings and
EBAA Iron Series 1500 for pipe joints or approved
equal.
U/8) VERTICAL BEND
(USE MECHANICAL JOINT FITTINGS)
TE PAD
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6" FULL WRAP
BANK SAND BEDDING
VALVE BOX
71170-PIECE SCREW TYPE
NATURAL GROUND
VALVE -J
0
N
GALV. PIPE
WATER MAIN
TURAL BACKFILL
TAPPED PLUG
BLOW OFF DETAIL
(USE MECHANICAL JOINT FITTINGS)
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DATE; 12/31 /04
JOB NO, 3551-04
SCALE1
NOT TO SCALE
DRAWN FLH
CHECKEDI
CAD FILE3551 -04PP
SHEET
5 OF 5