HomeMy WebLinkAboutFlanders Creek & Rosa Subdivision Lift Station I
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LEGEND _
MARK A.
CHANDLER
—SS--- PROPOSED SANITARY SEWER MAIN 9518ES o
® �oy9� R
C-E 1/16 COR. SEC. 4 SOUTH OF POWERLINE. QUARTER-SECTIO
PROPOSED SANITARY SEWER MANHOLE EXISTING 30' EASEMENT N LINE
r
(44.20) PROPOSED SPOT ELEVATION FIND. 5/9' REBAR W/- (94 F 303)
PROPOSED DRAINAGE DIRECTION QUARTER-SECTION LINE YPC AS W.C. SOUTHERLY [N89'35'55"E] [N89'35 Sheet 1 of 6
(DIRECTION OF DOWNHILL FLOW) noi'° a'"`°`""mP1° RI 9.58' FROM TRUE CORNER. 089*3
_1 1 7 0 9*35'55" POWER 662.A �
W PROPOSED WATER MAIN % ^ �^'�a.°,s r 16" ^i rowE POD - c T
]slrr raw rn�].a.n no.n a.pa 4 ran a na nloep Ann wulol pn.run a ws aomp _ - -
-- --- mna more.o ww u.ewx cure _— - —_- - - mcp
PROPOSED FIRE HYDRANT - ------ ---- --- -- ---- - - --- -- - - - - ------ - - - - c
D4 PROPOSED WATER VALVE9�
' t
y
PROPOSED STOP AND/OR 11—_
..- '•n=•� - 15 WIDE STORM _
STREET NAME SIGN '// L01 3 `O PEE C
1 i SEWER EASEMENT c -
n vrtty r smell«r tT v J 1 � u r 4 _ N
�mm�� PHASE LINE I9 ini I 42 09586 F1 PROPII - :AEI_
ILO I '3 n I Inl; nll ,7 11 l _I n- / 0.9658 Acre / �:I� 38.056 Sp it F Q3)VOLU E=1 00 C S T� C
PROPERTY LINE a LG'i L I rei l �\ / � ^ e 4719oo
Q SD.240 sl I 6
PVI SYMBOL RK �� II ���///
- ----- SWALE °` n w] u f O,'``_ 1 C n
II ` t55,73e s1 _ ��I LOT 5 _
EXISTING SANITARY SEWER MAIN _ _ q '� L i Js Sp Ft W
F 17J86 Anew
(,_� EXISTING SANITARY SEWER MANHOLE OT 2 s g g g g s$
Iy,�
ell
B lly 40.950 Sq FI O J786 Sp
--W EXISTING WATER MAIN " _ __-___ %- I 09401 4�e` \ / ).rise Ae�< s s s s= Q
� '• P DE oUT�TY EASEMENT
-0 EXISTING FIRE HYDRANTCo - --
-- ---- ---------'- - ---- --) N
EXISTING WATER VALVE ID'Ulll
ily Ewamenl(Ty9) I .� i o� h
t71 -
LOT 1 i
75,771 el PR UWLI 30'WIDE
t—I I I G,V wl U1ILITY EASEMENT LC
T 7 _�_ ^
n �' T.5 7 Sq
o! P I,
Q� J L03 FI LOT
Sq R 0.58 0 V/
1 0.7200 Ane
a
0.7032 Aae Bt��
LOT 2 LOT 1
�J0 �L
LOT 1 ts.n4 sa Ft 21,397 sa r'�
LOT 2 I 31,427 Sq Ft 074aJ Ann 0.4912 AneQ
I 24,294 Sp Ft �0.7215 Acrr �• O
Iv I 055]]Am pDo
PROPOS ['AIDE
WIDE U Itt EASEMENT
- -- — -----------
IN 00.
JQ'
LOT 4 I LOT 6 1 + ,` OT 1OD= OT 1A LOT 168 IA
19,033 nr LOT 5 21,636 ar I °� J ------ --
22,081 sl ( I I AR LOT 5 - �OT-------
I �� � 9�2 rl esm sp FI LOl 1 ,< LOT_iB r-
rt 01951 A— - - -w --Zb)
I I \ I OBel LOT 1C---- 4 +
1 ---el-- - L--- 1�10A. LOT ID--
--
I LOT 4 I:' --� o- LOT 1-4A T
. O
---- _ I 1
i I
+}!�/ W LOT 2A -�--�
Lo-n2x5giA LOT2C LOT 28 Fit----------
s ` I - -
III 7,501 54 F1 -LJ 90 0-- --------- -- ---- -----
+ LbT3L O
uCNi ---_._--� 00
} LOT _f VV =`^ iiD - �» LLOT OT 3E 0i 12A LOT 2TS _`Z
frm.) \ -- r - ---- - L
0.1]22 A
1
Scale In Feet ` .P 7` I I 7, sa FI VJ LO 38 ___
n. � - -T-ScC + LbT 3C U "O al
t00 0 100 ` I', ci 5 f1
- -------- -- - 0
--- -�CbT 1t]A----- LOT 3D
LOT 3D y
30 0 30 I 1 lew Z� ---- - .; tv Z O Scale In Meters I ` D PARK 6 +'� �� LOT 4A - I ----d
11 OQ LOT 4B ----.
LOT 1 �, 'I Pe, i+r4 \QPE T I--= SLOT 4C ---- + TOT 4C
195.705 V -
1i ------
-1, - -
T 4E------
Q u
LO L
- 1
I I O LOT Ire --- `, f1^ ---- .------ a LOT 5A --- w/ o
O W`R3
OVERALL PLAN
N
SCALE- 1"=100' z
O N
VICINITY MAP
DRAWING LIST �
17 _ "fT;T RD1.0 - OVERALL PLAN
7,77 a°, n .r, -I I � I II I RD2.0 - SANITARY SEWER MAIN PLAN & PROFILE/DETAILS (OAK STREET)
TE
RD2.1 - SANITARY SEWER MAIN PLAN & PROFILE/DETAILS (LAUREL PARKWAY/SAXON WAY)
���� I I`^•' i r RD2.2 - SANITARY SEWER MAIN PLAN & PROFILE/DETAILS (LAUREL PARKWAY/SAXON WAY)
n _ _ 0 R03.0 - LIFT STATION MODIFICATIONS PLAN & PROFILE
��"e RD3.1 - LIFT STATION MODIFICATION PROFILE/DETAILS
a 1 yl�pn i J i t -
S
Drawing Date: 016109
NOT TO SCALE
AS-BUILT R D .
n/6/09
#05189/05230
I
QUARTER SECTION LINE 2 YPC AS N
15' BY 20'CONCRETE PAD WITH LAY DOWN CURB ���9.58' FRO
(TO BE INSTALLED WHEN PH.3 OF LAUREL GLENN IS COMPLETE)
WCUT EXISTING PAVEMENT. USE NON SHRINK
"� INSTALL 71
BACKRLL TO 3' BELOW ASPHALT SURFACE. MATCH �#
EXISTING ASPHALT THICKNESS WITH BITUMINOUS 36' 58.;
�t2 AT 1.56%
ASPHALT PATCH PER DETAIL 2,SHEET R02.0. - TURE CURB(NOT A PART OF THIS PROJECT) .:", INVERT IN
RE ROAD LOCATION (NOT A PART OF THIS PROJECT) mw�- INVERT OU
20' BY 20'CONCRETE PAD WITH LAY DOWN CURB ---
12'WIDE GRAVEL ACCESS ROAD
- — — — — — EXISTING CURB&GIRTER— — — — _ --- � — — -- -- — — — — — — — — Sheet 2 of 6
0 --_ _ _
IXISTING o _-- - _ f - n 3
ID
FRI
✓ ♦ \ m2
IL,of
,11 /rf r
II Y Y 111 fl/1 ; Ln II IpI m$N
19.s' I 0 i II IIIIIIrllrrr u y A
1
I nI
�w IICI �lrll / A
�� � t III rrll g�gB Bag
_ I�• � ' 111 �l)rrl
�I� I /1T d i�l r Illl l �i I ) s�a8886- S ♦
♦ W
cd')a
Con
WEST OAK STREET $a �' �`�° 5`'° k1L�♦ �°
4730 1 y 1 ♦9 p00 Q' 4'4 y yo�o
�P by `' 9x h1�1♦♦♦° h O
1, ° , ♦ off,a1 ya' ,�
� ♦, ♦yx a1 k1° 'IKV
� k♦�, tib ��,a1
0,9 J 5 w1 6 �•�.�4
1,Vp0'L1'6 tip♦ hx k1♦1°g 1'h
♦,yx Al♦��^♦♦ ♦ i�,y�y1 FU RE f X
�i4q^ FlNISH 0 GRADE —
47
- —'-- -- ---- -- -- ------ --- ---- --- - - -
-------- -------- 1.07 E ISTING GRA --------- -- --- --- -
- -
-`— INISHED GRAD - � •--- -
------ -
i. -- 27PVC SS 0 0..4400%35 1Q O
i MIN. 396 0 LF B" SD X-35 y
4710 - - _ _ P CS5�0.42
39PVC SS 0 0.5 5 3
64.59 LF 8 SDR-35
PVC SS URECON INSULATED PIP
®0.42X
26. B l B" SD -35
C S 1 ' SDR 35 PVC - I n.�ruv e1.F
SS ®0. X 30 FEET, - ` ►7
49(I5.00
o O
�a a
O
1.+`�n Iilnn 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+50 26+00 + y
ASPHALT PATCH
F�1
SANITARY SEWER MAIN PLAN AND PROFILE EXISTING STREET SURFACE MATCH EXISTING SECTION VERTICAL TRENCH WALLS WITH O
SHORING TO CONFORM TO O.S.H.A. Gild
RD2.0 SCALE (1"=50'-O' HORIZONTAL) (1"=5'-O" VERTICAL) REGULATIONS-
+ SUBGRADE OR GROUND SURFACE O NOTE: BACKSLOPE AS SPECIFIED TO SLOPING BENCHING OR SUPPORT
SYSTEMS IN THIS AREA TO
WHERE TRENCH PASSES THROUGH EXISTING PAVEMENT CONFORM TO O.S.H.A.REGULATIONS
CONFORM TO O.S.H.A. REGULATIONS
THE PAVEMENT SHALL BE CUT ALONG A NEAT VERTICAL
LINE A MINIMUM OF 12"(30cm)FROM THE EDGE OF THE i
TRENCH OPENING. WHERE NEAT LINE IS LESS THAN 3'(0.9m)
1�T FROM EDGE OF EXISTING PAVEMENT OR CURB AND GUTTER SECTION.
REMOVE AND REPLACE ENTIRE PAVEMENT SECTION BETWEEN
TRENCH AND EDGE OF PAVEMENT. - TYPE 1 BEDDING MgqTERIAL
FLOWABLE FILL �. - � PLACED IN 6(10 LAYERS AND
COMPACTED A SPE FLED IN
SECTION 02221
NOTE:
SEE CONTRACT SPECIAL PROVISIONS FOR ANY
MODIFICATIONS TO STANDARD TRENCH MATERIALS V('—)
AND/OR OTHER TRENCH DESIGN FEATURES TYPE 1 PIPE BEDDING PLACED IN
6'(15 cm)MAX.LAYERS AND
COMPACTED THOROUGHLY
� ` r
Drawing Date: 11/6109
TYPE 2 PIPE BEDDING WHERE 4'(—
REQUIRED FOR SOFT OR — -
UNSTABLE FOUNDATION -
TREN =0 D.OF Pf PLUS )
T MIN.TRENCH WIDTH=15 1,1 m
AS-BUM-IT
RD2.0
TYPICAL UTILITY TRENCH/ASPHALT PATCH DETAIL H/6/09
RD2.0 SCALE: NTS #05159/05230
= Lj L_ .J V I\ V`r
Y�a m �* ��
Z Z
_ z� 1
O U o 1O
s z
��w
� 1
H dNJ 31 I _
pp x , -� ----•,- — -r0--i:�tility-1-6semenf (TYP,�--- -;I. h �
W 6Y� aQ W
--- - BLO K 19 -- II 1 0 " I Sheet 3 of B
" LOT 2
-- -8= 50,248 sf
I
— a oo
EX. 6' 0" LD,
PARK 6
b 'I" � .T�5!
W �m
WET WELL
"� no lv EXIST NG 8'-0" I.D.
ST 'l0N WELLo
-
�___,__
13
- I C
BL - --- -— ----
I R
-� --- iI 2 ° 0 �m
2
I' "
- - c.
a"w &
W
C 8' o ---- - ---- 8'55
e
3 ----------- ______
--------------i_______ __
10' Utility Eosemen TYP•)O oJ Lf WP
II LOT 1 ; o
1 ° I" I „ 75,771 sf I I pC
ao4
��
z a �
LAUREL PARKWAY
4750 — - - -
�x�°��;h�a0� SAXON WAY 4730 � �
FF �. N ry.�x 9�ti'S• h.�9
4740
o
70%
FINISHED GRAD ■CENTERII,E v,
_ - ---
be 4720 __- -- ---- _O 0cj
4730 �i; 6'r ZP --- - ---- r x ry�oyA q EW 1. " WA TER SE CE CROSSING
Ic
• _.. _ ..
O x A• .. 73%. ...
ya M1 01
�� 4k1 NE 2, 4710 EX. SE ER F CE M IN
ENSE
4720 OE® - ---- 0-
N15
Q I. .
19P C SS ®0 4 0%5
d
I.E. = 4701.76
4700
4710FL=4'10 81 ..
ESL FLOW LINE= -1 S
X. 8" SEWER MAIN DATUM ELEV
ST. F OW LI IE=09 28 4695.00
w rn rn ro r\ ro N e o M e Ib
DATUM ELEV P C SS ®0.41% ro ro tti ro ro m ai o 0
4705.00
0 0 o cv v to m In m I� n In m c, v v v v v v v o a v v v v
01 a, Oi 6 .1 Oi Of 0 O
v v v v v v v v a v v v a v v 18+50 19+00 19+50 20+00 20+50 21+00 21+50
_ Drawing Date: 1116109
0+00 2+00 3+00 4+00 nSANITARY SEWER MAIN PLAN AND PROFILE
RDZ1 SCALE: (1"=50'-0" HORIZONTAL) (1"=5'-0" VERTICAL)
SANITARY SEWER MAIN PLAN AND PROFILE R D 2■1
RD2.1 SCALE: (1'=50'-0" HORIZONTAL) (1"=5'-0" VERTICAL)
AS-BUIILT
11/6/09
#05189/05230
"=rt6'-17fflif--E +I ------ 0`-Utilify-Fosemenf (Typ.) �i" h A
BLOCK 19 y BLO K 19 " " sheet 4 °,
1s.s'
LOT LOT 2 m m E
50,24E 50,248 sf
II a2
I
PARK 6; EX. I PARK �I EX. —G" LD. I-
Sf jl - wE Ij 15,725 sf iI WET WE
N II EXIST NC 8'-( N II II EXIS NG 8'-0" I.D.
IILIFT S TION ij ii LIFT ST T10N WELL
—_—---IJ L_------1J I 2 0
----------------
-tom O 8"W W n`
---------- --- — --------- ----
10' F o
--- ---------------------------------
I
Util ty sement (Typ.) 10, Utili y Ease ent (Typ.) W
0 1 L T 1
7 ,7 1 f 771 ;{ 3 E a
1 I
f-1
V
x•S�` k1`L�01 p1• � ��.�JQQ�2�F��
4725
dO O O
4720 4720 r
O
WATER MAIN CROSSING
F.L=12.89 O
ao? y
4710 CUT EXISTING 10" 4710 28.27 LF 10" SDR-35 F-i rTl
PVC SEWER MAIN PVC SS ® 1.03% O F+1
I.E. = 4707.42
I.E. = 4707.09
4705
I.E. = 4704,17
I.E. = 4703.84 �
4700
m 0+ 0.4
n
a
DAi'UA/ELEV _
4695.00 0+00 0+50
�Z NEW MANHOLE TO NEW WET WELL PLAN & PROFILE
RD2.2 SCALE: (1"=50'-0" HORIZONTAL) (1"=5'-0" VERTICAL)
EXISTING WET WELL & 10- SANITARY SEWER MAIN PLAN & PROFILE Drawing Date: 1116109
RD2.2 SCALE: (1"=50'-0' HORIZONTAL) (1'=5'-0' VERTICAL)
,AS_BlJn,T R D 2.2
ll/6/09
#05189/05230
I I
N
NEW 4" SEWER
SERVICE Sheet 4 of 5
c °mr
EXISTING
REMOV� EX. PUMPS CONTROL BUILDING EXISTING 8" PVC SDR 26 NEW 1.5—INCH I
CONTRAICTOR SHALL FORCE MAIN WATER SERVICE m mLL
CLEAN ;PUMPS AND D �E
WINCI , I-AND '
RETUgN TO C.O.B.
EXISTINP 4-INCH 34
-�- i ° Nt
BY-PASS LINE i I O I .00'
W 8a
8'-0" I.L. AIN
EXISTING 6' I.D. CONCRLT_ WET WILLgsg$ag
CONCRETE 'WET WELL
II \ s'oo 'se a ,
II
II I ,
o
CONNECT TO EXISTING I I W
6" DI DISCHARGE PIPE I I I
8" Z -LURK ('TYP.) Z Z O I .
O O
10" SDR 35 PVq SEWER MAIN i I I l EXISTING GAS
29.77 Lf @��, 7.96% SLOPE i i I I INS1ALLCD LINE
I ' i BOLL AR )S(3 TYP) EXISTING L CS �
EXISTING §EWER MAIN
I i z
LINE— — � Q
CUT AhD CAPPED
I — — — — — — — — — - O
NEW , ANHOLE I cona
FL NE = :4707.38 1 i
--------- ----- - -------1-0—" -Z- L-O--K ---------------------
�
f ------
FL S 8? 7 - - I
CONNECTED TO; EX 10" SD 35 FUTURE SIDEWALK EXISTING WATER
PVC SEWER MAIN TO MANHOLE-----
SS I SERVICE
--T-F-
SHEE
T PILE
l I FORCE MAIN EASEMENT 0
I I I
l i I I I
- F�1
l i WATER MAIN z O
II - - - ---- - -- j--------
- -- -------- -- -- - --- - --- - ------- -- ------ ----------- + ------ --- �r--- --- ----- - rr
65
I l i I I I
iI
EXISTING 10" SDR 35I l i O
PVC SEWER MAIN SAXON WA Y N A � �
�R3
II I 0
I I I O
------ ---------------- -
EXiSTING SANITAR I i l I EXISTING 8" SDR 35 i i O O N
SEWER MANHOLj i I l i PVC SEWER MAIN i i O O
I I I I I I I
I
I
EXISTING SEWER FORCE MAIN --- -+------
I - - - -------- ------- ------------- ----- ------
------------------ --------
I I I
I I I I
I I
EXISTING SEWF-7 EXISTING SEWER I I
��-SERVICE SERVICES I I Drawing Date: 1116109
EXIS li'�IG WATER �'� I .I�
I
SERVICE
I I I I
I I
I I
RD3.0
I II I
LIFT STATION MODIFICATIONS & SEWER MAIN - PLAN VIEW j AS-BLMT
- u/6/o9
RD5.0
, I SCALE: 1" = 5'
#05189/05230
i
FLYGT SAFE-HATCH
3'z5' ACCESS HATCH
3" PVC VEN T
8' DIAMETER
CONCRETE WET WELL
GRATE- -
Q X*,I 8'PVC IN
WINCH STAND Sheet 6 of 6
i
I EXISTING CONTROL BUILDING a (PER C.0.8. STD.
m� o
I mmmm
(2), EXISTING 6" DI
EXISTING 4" GATE VALVES. FL q� 10
BY-PASS LINE CONNECT CABLE TO o N E
CH EXISTING , DI
CHECK VALVES, FL ONTROL PANEL PER � � m o MANUFACTUERER'S
RECOMMENDATIONS 3'x5' DOUBLE
( O FEET IN LENGTH) ACCES DOOR so
--- �TOP VIEW - WET WELL
- — ---- - REMOVABLE METAL STAIRS - o, u
EXISTING e!p7js RD5.1 SCALE: NTS _t
3" PVC VENT 01 Q1°
GENERATOR WINCP STAND
WD�
�(PER
C.0 B. STD.)
g g g g g g e g
RIM_EL V.= 4720.9Wr',O
I'VC SLEEVE
SAFETY GRATE(CAST IN CONCRETE)MG CONTROL PANEL FORl.ARMS/CONTROL PANEL TIMERS
NCTION BOX
PVC
SLEEVE -L/POWER CABLE TO EXPLOSION CONCRETE SHELFOOSLOPING TO HOPPER
WN,aION BOX IN CONTROL BUILDING BOTTOM AT A 1:1 SLO�C I N LENGTH) h 0
o-8"PVC IN U
EXISTING 8" ^^\\
FORCE MAIN - jNML•1SIHIE LEVEL TRANSDUCER
90'DI BEND Ai3lE 10" Z-LOK ,♦ 8" Z-LOK
6'DI PIPE GASKET pJ GASKET
-- - GL11L't KA LS (TVP.) O (7YP.)
—IIFIINC CAPLE
O 6
L�
GROUT 10• A (TYP. •, -�6'• Z-LOK GASKET
(TYP.)
� v" DI DISCHA �
1. PIPE Li)lc 23.74'
EX.6"01 DISCHARGE PIPE'l :A 9,C
"`T EXPOSED VIEW - WET WELL
� . 3
EX,LE - h)C7d0 8" L-I UK�' GASKET RD5.1
SCALE: NTS
(TYP,)
I.E. 4705.01 o- O
E% LE = 4704 55 ICH NATER A A M
+ 4704.46 cY
n]
/ •LA PUMP Frame and cover to be either D&L A 1172 with 1' cover,MCI 305 frame,
E%1511NG G'YET Wfll� a 703.46 .5 Y 3054 cover,or IFCO 772 frame 772 B cover,or Deeter 1025. ^
:7.P MP Ml Covers shall have two 1• pick holes. F+wl
702.46 I.E.=4701.76, S - L R�cns of
b ` nab
D011UM F N`- ENLI 1 xr. r NON SHRINK Adjustable rings, NOTE All fonts between manhole sections,manhole ring& Slope 0 f per toot.
47013 'A PTER FI-OWABLE FILL 2" m 12" } top section,and around sewer pipe into manhole shall be cnannel to full O
watertight.Jointing material shall be"Ram NeV or equal pe depU fw.i
1—� for all joints except between sewer pipe and manhole wall.
w • PUMP#1 FF g9.46
REMOVE EXISTING PUMPS PRIOR REDUNDANT OFF&LOW WATER AL,RM 698.96 2'-0_�I a
U
FLYGT PUMPS 5"
i0 CONNECTING TO EXISTING 6" (°), plpe
DI DISCHARGE PIPE. MO 1'.I NP3171.180 5 LLI w O
4_p Precast reinforced concrete manhole riser L
BOTTOM and eccentric cone top manufactured in A
4697.46 ��_- Mahole steps at accordance with ASiM designation C 478. O
r UURED SLOPED CONCRETE
AT A I-.1 MOPE ts" centers SECTION A A
4"x6•' L - 8.�ZX 00' :l
REDUCER, FL
G ooN invert to springline
f pipe it gap between z
pipe and cloven u
SUBMERSIBLE LEVEL greater thou 1/T. NOTE Storm drain manholes shun O
TRANSDUCER pre-poet cha W not have brined channels and the
lowest bottom
invert shall 9" higher P O
Ilaw4r than bottoom of manhole..
Variable q• 0" - V,
n LIFT STATION N WET WELL - PROFILE I n
RD5.1 SCALE: NTS ?8 6 sneu-ewpe 1'per root F
bword cnannel.See L7aq
� o onne cnl d.toa_ Flexible gosketed joint(typical J
5
for precast bases-see detail)
A
Channel = dia of pipe
A Precast or poured-in-place base.
#4 bars - 1'-lY' c-c Poured-in-place base,minimum
concrete thickness below pipe is
5'-47 di..
8 inches.Precast base,minimum
(min.) thickness is 6 inches.All bases
reinforced as shown. Drawing Date: 1116109
��SANITARY SEWER EL STORM DRAIN MANHOLE
RD5.1 SCALE: NITS C.O.B. STD. DWG.NO. 02720-3,DEC. 2003, REVISED APRIL 2005
AS-BUR,T R D 3.1
ll/6/09
#05189/05230