HomeMy WebLinkAboutDocumentation_Regular_Tab 08B_10/10/2002 �
�
INTEROFFICE MEMORANDUM
TO: MR MICFiAEL R. COUZZd, JR., VILLAGE MANAGER
FROM: JEFFERY CARPENTER NEWELL, COMMUNITY DEVELOPMENG����
�CJ
SUBJEC'T: SIT'E PLAN REVIEW "LIFT STATTON LOCATED AT' DOVER CIRCLE"
DAT�: SEP'I'EMBER 27, 2002
An application submitted to the Village of Tequesta from Mathews Consulting Inc., agent, for
Loxahatchee River Envixonmental Contso� District owner of tlie praperty located on the corner of
Daver Road and Dover Circle far a"site plan review" of the li�t station site.
At present, there is an existing `�vet well" located at the site where the proposed 1ift station will be
refurbished and incorporated inta fihe proposed South Seabrook Road Sewer Syster�x (see attached
plans).
Staff has reviewed the site to determine if the lift staxion would create anq hazards to the surrounding
honne sites or interfere with the visibility trian�e to the intersection. Staff is of the opinion that a
hazard does not exist in the area of the lift station.
In conclusion, Staff recommends the approval of the "site plan" of the lift station.
� _ ._.-_THEWS
�� _ � ����JLTING IN`�
�'� Civil and F.nvironmental En�ineers
August 20, 2002
Mr. Jeffrey Newell
Directar of Community Development
VILLAGE OF TEQUESTA
250 Tequesta Drive, Suite 305
Tequesta, FL 33469
Soz�th Seabrook Road Sewer System
Site Plan Revaew
Dear Mr. Newell:
On behalf of The Loxahatchee River Environmental Control District (LRECD), Mathews Consulting is
pleased to submit an Applicatio�z for Site Plan Review for the landscaping and driveway for the existing
lift station that will be placed into service far the South Seabrook Road Sewer System. Included for your
review and approval are the following:
■ Two (2) sets of full size site plans (sib ed and sealed).
■ Eight (8) sets of full size site plans.
■ Thirteen (13) sets of half size site plans.
■ Written approval from LRECD that Mathews Consulting is their agent for this project.
■ Check in the amount of $1,500.00 (projects $50,000-$99,999.99).
Our schedule is as follows:
• 100% desib complete August 2, 2002
■ Advertise Bid August 4, 2002
■ Award Bid September 6, 2002
■ Start Construction October 2002
If you have any questions regarding the enclosed, please call us. We are also available to meet with you
in person if necessary.
Very Truly Yours,
MATHEWS CONSULTING, INC.
David L. Mathews, P.E.
Vice President
EncZostire
c: Paui Brienza, LRECD
Russell White, Village of Tequesta
File No. 1128
Ma�hei�.r Coitsultino, Inc�. • 1475 Centrepark Boulerarc(, Suite 250 • We.rt Paln1 Beach, FL 33401 • 561-478-79(1 • F'ax 561-478-7964
Sent By: ; 56t 7a7 gg2g� Aug �a 02 �3:38; Page 5/8
88/14/2882 01:d4 5615755224 TE(�ESTA pq�{ e5
. �
VII.I.AGE OF TEQUESTA
� D�Pi�R7I�+Nf OP CIC�M4�1tvX1Y OEV00E'1�II+NT
Post Of�ice 8pa 3273
250 Tequ�ata Drive • Suit�e 305
Ta4�, � 33465wn3
(S61) S7S�2Z0 • Fax: (56]) 575b224
SITE PLAN REVIEW s .
SHORT FORM �
(S�ull wd�kfau. �W.11�r r..l� 11Lo�MIe.Wu w'ix�� .t�) ....
�p,�,t,T South Sea.brook Road Sewer S stem
ADDi�S9: * See atta -hed Warrantv Deed
NE Cornex '
I.�GAL:�� 2�_ 15 �upiter in the Pines *See attached Warranty De�d
LOT dL0(,'IC SpSDMSION ltORl�Ty CONTI[OL NQ
3TwTEMEI�!? Ol� �11'iNpZD IISt: Wastewater Lift Station
G�iSRAL LpCATION MANSI'IZ ll.A,rl
�cerrrr�vw, s�vwnorrs
�.PIGII�IlIittD D�AWQ�IGS
tlIILpING 31'RUCI'�t�
�.AND6C p
23 COTY SET3 RZ',QUIRED AS FOLI.OW3:
2 3et�Ful1$ist, Lr�siaeer�d Sip�ed and Se�lod (Used tor per�itt�
t Set�Far Si�c
l3 Srb-RedMCeO to 11 i 17 ONLY it kEibk
Loxahatchee River
Environmental Control District
APPLICANT (Tka�e pri�t) APPLICANT 3TGNATUR�
2500 Jupiter Park Drive 747-5700 8-15-02
M�Lia= Addesw Pbone Number D�te
Jupiter FL � �� 747-9929
Cih' 3vt� Z1p Codt Fu Nur�ber
* See attached letter that provides written approval from LRECD that
Mathews Consulting is their agent for this project.
Ravrw wp«
iNn oocwowr r'•r.v.i •7
4Yi� �i.�,i�1 5. Y: ;:'..; ) ^
ATI::r:;:'_Y '.i l `.�!
V. t?. .0;: .' . i�
1.3'7'7:i
WARRANTY llEL•U i''•::�i'i,., Fi��,:°..'':`.�
�
T
r THIS IND�NTURE, made this �� �� day of ��'v`���� /
a
1976 between Lawrence J. Zielinski and Katliryn J. 2ielinski, t�is w fe.
c,
tlieir successors anJ assigns, herein called GRANTOR and tlie
m
���
"' LOXAf1ATCtIEB RIVER ENVIRONME-NTAL CONTROL DISTRICT, an Agency of
r
the State of florida, of the Counties of Palm Bcach and Martin
and State of Florida, tl�eir successors and assigns, herein
called GRANTCE.
WITNESSETN:
That the GRANTOR for and in considcration of thc sum of
TEN DOLLARS (510.00), to it in hand paid by the said GRANTGL•,
:,i
;g together with all other covenants made by GRANTEE and contained
� herein has granted, bargained and sold to the GRANTEE, thc
� following described parcel situate, lying and being in the
� Village of Tequesta, Palm Beach County, Florida TO-WIT:
`� � Commencing at the Northeast corner of Lot 23,
Block 15 of Jupiter in the Pines, Section B
; as shown in Plat Book 26, Page 18 of Palm Beach
`� �;�; County, Florida, proceed South 4.91 feet to
�-o;i ;°. the Point of Beginning; thence proceed South
- o��:c 15.00 feet to a point; thence West 15.00 feet;
"„'- "' thence North 15.00 feet; thence East 15.00
�-, << ;
_ -, feet to the Point of Beginning.
�t %
'=_ For the purposes of construction, use and maintenance
�•� c ��
c ' of a sewerage lift station, including lines, valves, pumps and
' appurtenances shown on those certain plans held in the offices
of GRANTEE and described as:
Loxahatchee River Environmental Control District
Water Management Program, Pollution Control
Facilities, Phase 2A, Lift Station �►2S, shown
on Sheet 66 of Barker, Osha and Anderson
' Engineers, Inc., Job 74-1042.
And it shall be lawful for the GRANTEE to operate, maintain
and repair said way as there shall be occasion.
And the GRANTEE, for itself, its successors anJ assigns
hereby covenants with the GRANTOR to:
�, �=;T,Q cir- FI.�(�FiIL�A � .� (/ ` U�I;IIMIfJTAR1' _=
1)�JC.UMF.NTARY ,.r,�,T,nMN rax I _ ` E;�;S� F �� A SU11 TI�X _
n�rF�or rt�rtiinE . I I `�� I -
- - - ' .,. � " -
„ „ - ': rEe•�•rr • - U I. 5 U I „' ... •�:� �n rr� �, �� 0 0. 5 5 I -
, ' �„i:� �;,• " 1 -
. .. _. _. .. "" '•' ' '" __'1 � a . �lf!�Vl IIIfS
II 4E�o,o2505 r�cE1402 _
(a) �..close the parcel conveyed ., a chain link fence ot _
good quality, adequate to restrain free and easy access by un-
authorized porsons.
(b) Provide adequate screening with landscape materinls.
(c) Restrict all electrical wiring to un�ergrouncl
installations.
AND THE GRANTOR hereby covenants with the GItANTGE that it
is lawfully seised and possessed on the aforedescribed tract or
parcel of land; tliat it has a good and lawful right to scll and
convey it; that it is free from all encumbrances; and ttiat it will
warrant and forever defend the title and quiet possession thcreto
against the lawful claims of all persons whomsoevcr.
IN WITNESS WHGRGOP, the GRANTORS havc hercunto set thcir
hands and seals the day and year first above writtcn.
Signed, sealed�and delivered
in the presence�of: / �
��, -� �I �� ���a., � -'L;✓��.�..� G L�-. i ` •
c.
Lawzence ' linski
, : %� ' l
� .f'l� �' rl ar�l ,(. --
`., As to Lawre J. Z�e na i
� �'. /
�
� \ --/ �•
\ ' ` ` • �'• °• <^ _. -( i�. l "' f. �i, 5 �.+t, .
`' �� _ �,
ath yn a• Zi linski
. , (; [ (,( � r.( (.' --
t-�
� z � s to Kat ryn .. ielins
� � �;. ..
:o• zi.
_i :•
' o T. :_
",� ' r• --�
��� rr
_ x z�.,� STATE OF FLORIDA
3 �� " ''' COUNTY OF PALM BGACH
Y3
� �, :: �
�� I HEREBY CERTIFY that on this day, before me, an officer
v
`—. duly authorized in the State aforesaid and in the County
aforesaid to take acknoaledgments, personally appeared LAwRENCE J.
ZIELINSKI and KATHRYN J. ZIELINSKI, his wite, to me know to bc
the persons described in and who executed the foregoing instrument
and they acknowledged before me that they executed the same.
WITNESS my hand and official seal in the County and State
last aforesaid this; � day of , A.U., 1976.
�,.s:; , 1 'l�e:,�,scl,""
nrru �ot8t � ' ' U 1�G��n� ..
_ �.�0�02505 PAtE1403 — state of FJ.�ti�a.;�aN.;�
.�i1,.•L .•� /„�i
�� ��� M e My commis�o�����s
��'�� oea VuMin� �0_��(m W� �'�
� N y ry �N�'!"�N .4 � . �
�� M�• S M commb �367l��
wdMr.iY� `'`^yi 1p1t16;��'�,f�','�'
� � '
��V�RON,�E�
�4 ��
J
L oxahatc hee River District � �°
. J� 4
W 4 � a
W �
O
2500 Jupiter Park Drive, Jupiter, Florida 33458-8964 �� ^
Telephone (561) 747-�700 Fax (561) 747-9929 �� ��~' `
e-mail: osprey@loxahatcheeriver.org y b "' 'v�'�
website: www.loxahatcheeriver.org xo � f �� � y � `
Richard C. Dent, Executive Director Award winning
August 14 , 2��2 RegionalA'astewaterFacility
Best in Nation, E.PA.
Best in State, D.E.P.
Mr. Jeffery C. Newell
Director of Community Development
Village of Tequesta
Post Office Box 3273
Tequesta, Florida 33469-0273
Re: Mathews Consulting, Inc.
Dear Jeff:
Please consider this letter as authorization for the firm of Mathews Consulting,
Inc., to represent the District in all matters concerning the design, permitting, and
construction of South Seabrook Road Sewer System, which is now under review
by the Village.
If you require any additional information, please feel free to call upon me.
Very truly yours,
l�`���
Paul P. Brienza, P.E.
Director of Engineering Services
PPB/Iml
Cc: David Mathews, P.E.
Vice President
Mathews Consulting, Inc.
Joseph O. Ellis L,oring E. "Sna�" Holmes Mau H. Rastock Rkhard C. S6ecLan S� r Thom
Board Member Board Member CLairman Board Member Board Mem�ber Jr.
LOXAHATCHEE RIVER
ENVIRONMENTAL CONTROL DISTRICT
SOUTH SEABROOK ROAD SEWER SYSTEM
DRAWING LIST
SHEET DRAWING TITLE
GENERAL
----
wa 1 G-1 TITLE SHEET, LOCATION MAP, & DRAWING UST
y 2 G-2 KEY MAP, SURVEY LEGEND AND NOTES
TEQUESTA ORI` 3 G-3 GENERAL NOTES
1 - 4 G-4 ROADWAY IMPROVEMENTS PLAN AND
Li i I", SOIL BORING LOCATION PLAN
CIVIL
5 C-1 SEABROOK ROAD —PLAN AND PROFILE SHEEP 1
q
z z STATION 10+00 TO STATION 14+00
6 C-2 SEABROOK ROAD - PLAN AND PROFILE SHEET 2
'� / �e of 3 ' L_' S 3 I • Y our s� �:,.' STATION 14+00 TO STATION 17+80
ooa noo e o ^*+ 7 C-3 SEABROOK ROAD - PLAN AND PROFILE SHEET 3
1r �� t y' .. STATION 17+80 TO STATION 23+00
m
w a n
Vl
�8 C-4 SEABROOK ROAD - PLAN AND PROFILE SHEET 4
m.ucc �' = STATION 23+00 TO STATION 28+00
9 C-5 SEABROOK ROAD - PLAN AND PROFILE SHEET 5
\ _ _ __ V STATION 28+00 TO STAT CN 33+00
a .17i Yd, = 10 C-6 NORFOLK ROAD - PLAN AND PROFILE SHEET 6
STATION 10+00 TO STATION 15+DO
tip ti \ �`� aI• :S 11 C-7 NORFOLK ROAD - PLAN AND PROFILE SHEET 7
y\ i, ^ STATION 15+00 TO STATION 20+00
i
Ri j h r 12 C-8 LANCE ROAD - PLAN AND PROFILE SHEET 8
STATION 10+00 TO STATION 14+00
!p / 13 C-9 LANCE ROAD - PLAN AND PROFILE SHEET 9
STATION 14+00 TO STATION 17+40
9r 14 C-10 LANCE ROAD - PLAN AND PROFILE SHEET 10
cyF S = f� SET 15
17+40 TO STATION 20+44
15 C-11 NORWOOD ROAD -PLAN AND PROFILE SHEET 11
STATION 11+00 TO STATION 15+85
AUGUST GUST 2002 16 C-12 DONALD ROAD -PLAN AND PROFILE SHEET 12
wm •+' STATION 10+00 TO STATION 14+20
17 C-13 DONALD ROAD - PLAN AND PROFILE SHEET 13
a • '° STATION 14+20 TO STATION 16+43
.� 18 C-14 BEVERLY ROAD - PLAN AND PROFILE SHEET 14
I STATION 11+00 TO STATION 15+00
LEGEND: 510_1. !� 19 C-15 BEVERLY ROAD - PLAN AND PROFILE SHEET 15
�'.'��'�'�' II STATION 15+00 TO STATION 19+00
PROJECT 20 C-16 BEVERLY ROAD - PLAN AND PROFILE SHEET 16
CONSTRUCTION LIMITS \ // / , CHAIRMAN: MATT tt ROSTOCK STATION 19+00 TO STATION 23+00
21 C-17 KINGSLEY ROAD - PLAN AND PROFILE SHEET 17
/ VICE CHAIRMAN: SAWYER TOMMY' THOMPSON, JR STATION 10+00 TO STATION 15+00
22 C-18 KINGSLEY ROAD - PLAN AND PROFILE SHEET 18
TREASURER: LE'SNAG' HOLMES srAnoN 15+00 TO sranoN 19+00
LOCATION MAP SECRETARY: RICHARD C. SHEEHAN
NTS ASSISTANT SECRETARY: JOSEPH 0. ELUS
EXECUTIVE DIRECTOR RICHARD C. DENT it
FOR INFORMATION REGARDING THIS PROJECT, CONTACT:
DAVID L MATHEWS, P.E.
MATHEWS CONSULTING, INC.
1475 CENTREPARK BOULEVARD, SUITE 250
WEST PALM BEACH, FL 33401
561/478-7961
, MATHEWS
361 CONSULTING INC.
Civil and Environmental Engin�rs
1475 CENTREPARK BLVD., SUITE 250, WEST PALM BEACH, FL 33401
TEL (561)476-7961 LICENSE No. E.B.-0007929
SHEET DRAWING TITLE
23 C-19
WINDSOR ROAD - PLAN AND PROFILE SHEET 19
STATION 10+00 TO STATION 13+75
24 C-20
WINDSOR ROAD - PLAN AND PROFILE SHEET 20
STATION 13+75 TO STATION 17+00
25 C- 21
DOVER ROAD - PLAN AND PROFILE SHEET 21
STATION 10+00 TO STATION 14+D0
26 C-22
DOVER ROAD - PLAN AND PROFILE SHEET 22
STATION 14+00 TO STATION 19+00
27 C-23
DOVER ROAD - PLAN AND PROFILE SHEET 23
STATION 19+00 TO STATION 24+00
28 C-24
DOVER ROAD - PLAN AND PROFILE SHEET 24
STATION 24+00 TO STATION 28+00
29 C-25
DOVER ROAD - PLAN AND PROFILE SHEET 25
STATION 28+00 TO STATION 30+29
30 C-26
EVERGREEN AVENUE - PLAN AND PROFILE SHEET 26
STATION 10+00 TO STATION ' 4+60
31 C-27
BEACON STREET -PLAN AND PROFILE SHEET 27
STATION 10+00 TO STATION 12+00
32 C-28
MAPLE AVENUE - PLAN AND PROFILE SHEET 28
STATION 10+00 TO STATION 13+00
33 C-29
ELM AVENUE - PLAN AND PROFILE SHEET 29
STATION 10+00 TO STATION 13+30
34 C-30
OAK AVENUE - PLAN AND PROFILE SHEET 30
STATION 10+00 TO STATION 13+40
35 C-31
CEDAR AVENUE - PLAN AND PROFILE SHEET 31
STATION 10+00 TO STATION 14+60
36 C-32
BEACON STREET - PUN AND PROFILE SHEET 32
STATION 18+80 TO STATION 24+00
37 C-33
DOVER CIRCLE - PLAN AND PROFILE SHEET 33
STATION 10+00 TO STATION 12+00
38 D-1
STANDARD DETAILS - SHEET 1
39 D-2
STANDARD DETAILS - SHEET 2
40 D-3
STANDARD DETAILS - SHEET 3
41 D-4
STANDARD DETAILS - SHEET 4
MECHANICAL
42 M-1
LIFT STATION No. 143 - EXISTING AND PROPOSED SITE PLANS
43 M-2
LIFT STATION No. 143 - PLAN, SECTION AND DETAILS
ELECTRICAL
44 E-1
LIFT STATION No. 143 - ELECTRICAL RISER AND SITE PLAN
45 E-2
LIFT STATION No. 143 - ELECTRICAL CONTROL PANEL &
DETAILS
LANDSCAPING
46 L-1
LIFT STATION No. 143 - LANDSCAPE PLAN AND DETAILS
TITLE SHEET, LOCATION M
AND DRAWING LIST
SHEET: 1 of 46
DAVID L. MATHEWS, P,E. RENE L. MATHEWS, P.E. DALE WALKER, P.E.
No. 48242 (GENERAL, CIVIL) No. 49298 (MECHANICAL) No. 39481 (ELECTRICAL) DRAWING: G-1
11+00 10+00
�,,
X0
SCALE: E 1C o0
HORQ. 1"=20' �
sm
L mNmAF.hOR ,ALL FTELC VEFSY LOCATION OF
ALL UIInY Q1086NB4 NCWUEN PARAL_ING OF
SPRIOR TO 00140TIFILCTION OF PROPOGED
BEY/E{ APOLIFT 110WFOFICE MAN
SYSTEM
L NEOATFON SYVMW NOT D MR CONTRACTOR
NLVL FE PLACE ALL D/MN® PSEBATION PEAFEA
NEA08 AND OONRROL LNES N 004
E CONTRACTOR SNALL BE RIIPONOW FOR
EBGLLNS NEW SEWEI 8EIVM 0014149 ONS
MI M" QENON9 NEI NL.MPO: ANC
eAA[.� LDOATI016 BIYML BE SETEY®N T!E
FEC AND COOIOENTm SEIW®I CONTRACTOR
NO LEW. THE CONTRACTOR SMALL AM BE
TEAPONBELE FUR Coo1gNTm 11PNI sMeNTS
CONCEES110 TFE LOCATIONS OF ALL SEPTIC TANK
LOCATIONS PFEOR To PAS THE WORN
4 CONTRACTOR SHALL REPO TO OETAEB eWft ON
OMMNB No%D•17HIgUTN 04 FOR STANDARD
DETAL CONXTRUCODN ESOFSNTIDM
a oORrRAcroR E R®PaweTE FOR REMOVAL AND
FE MOTALLATION OF LIASSOeE& ETC As FEODnED
NE TO oowemTCTION ACTNMM
A CONTRACM SMML REPLACE 900 N IM AS
F90A*D DIN To CONMPawN ACTMFES, AL TIES SO
UJ NCES FEKACIEL ANY LANDSCAPES+ M N THE
WEO-0E-WAY ONRAE W OWING CONSTRUCTION
LEGEND
PAVEMENTOVERLAY
Q PAVEMENT RECON6TRUCITON
E] CONCRETE SIDEWALK REPLACEMEM
in ASP14&T ORNEWAY REPU ENT
ED CONCRETEDRIVEWAYREPLACEMENT
SCALE: o 25 3
VERT. 1'=5'
Call 48 hours
before you dig
Ire the Lawl
1-800-432-477AmdkLb.
ate"t swo ON
NO.
I DATE
I ISSUED FOR
APRV'0 BY
DESIGNED: D.L.M.__LOXAHATCHEE
DRAWN: T.A�J.W_T.
CHECKED: _B.E.C.
APPROVED: R.LM.
—
DAVID L. MATHEWS,_ P.E.
—
MAT H E W S
�J ` ONSVLTIIVG INC.
Civil and EOvnv=enWEngineers
1475 CENTREPARK BLVD.. SUITE 250, %EST PALM BEACH, FL W401
TEL (561)478-7981 UCENSE No. E.B.-0007929
VERIFY SCALE
I ENGINEER NO.: 1128
CLIENT
PROJECT NO.:
CAD REF.: 112SC33
ENVIRONMENTAL CONTROLDISTRICTDATE:
SOUTH SEABROOK ROAD SEWER SYSTEM
AUGUST, 2002
1.
BAR IS ONE INCH ON
ORIGINAL DRAWING.
ADJUST SCALES
AS NECESSARY.
SHEET: 37 Of 46
DOVER CIRCLE
PLAN AND PROFILE SHEET 33
STATION 10+00 TO STATION 12+00
DRAWING: C-33
No. 48242
6'WOOD FENCE
. .
REMOVE AND DISPOSE
OF EXISTING WOODEN m�
FENCE AND SHRUBS /
AS REQUIRED
(BY OTHERS)
lI
II j
i 5'� T \ 15
ABANDONED WET WELL TOP E2
BOTTOM ELW.20 UNDER WATER I I� 'I1gJ.
INVRTS
I ��
G
EXISTING SITE
BOUNDARY /
/ � + OLEANDER
z
Q
YUCCA a
BUSH a
EXISTING SITE AND DEMOLITION PLAN
1"-5.
6' HIGH BOARD ON
BOARD WOODEN
FENCE
CONVERT EXIST. CONCRETE
STRUCTURE INTO VALVE VAULT
SEE DETAIL DWG. M-2
(BY OTHERS)
6'WOOD FENCE 8
v � �
BY OTHERS
CONC.
PUMP STATION
CONTROL PANEL /
(BY OTHERS) /
CONSTRUCT NEW 8'0
WETWELL SEE DETAIL /
DWG. M-2 /
(BY OTHERS) /
I
}/ 3/4" RPZ, WATER
AN
METER AND HOSE
BIBB ASSEMBLY -
{Y OTHERS)
(�r�f OLEANDER
' + YUCCA
BUSH L
23 L.F. OF 8" PVC
SANITAR� SEWER
+h
PROPOSED SITE PLAN
1 "e5'
1m
1. THECONTRA% sNALE PROPERLY COORDNATE WORK DONE BY OTHERS
N A nMEI.r MANNER TO ENSURE PROPER TE-N WITH WORK REO<ARED IFOER
THIS CONTRACT.
4" WIN FORCEMAIN
SEE DWG. C-24
FOR CONTINUATION
— GRASS PAVER
BLOCK DRIVEWAY
n�
SA/E7#4
RIM
(S)
(N).17
O(W).01
NO.
DATE
ISSUED FOR
APRVD BY
IDESIGNED:
_ R.L.M.
VERIFY SCALE
ENGINEER NO.: 1128
LOXAHATCHEE RIVER
MAT
H E W S
ENVIRONMENTAL CONTROL DISTRICT
DATE: AUGUST, 2002
DRAWN:
J.W.T.
CONSULTING INC.
1' _
CLIENT
SOUTH SEABROOK ROAD SEWER SYSTEM
SHEET: 42 46
CHECKED:
B.E.C.
cSVu�e'���o,»a„�E„e;,,�
BAR IS ONE INCH ON
PROJECT No.:
LIFT STATION No. 143
of
APPROVED:
D.L.M.
RENE L. MATHEWS. P.E.
1475 CENTREPARK BLVD., SUITE 250. NEST PALM BEACH, FL. 33QI
TEL. (561)476-7961 LICENSE No. E.B.-0007929
ORIGINAL DRAWING.
ADJUST SCALES
CAD REF.: 1128M01
EXISTING AND PROPOSED SITE PLANS
DRAWING: M-1
_
No. 49298
AS NECESSARY.
ALL BARS N TOP SLAB
'J 1. %PEMID M TOP Zm TO
BE VOWED By DESIGN
ENGINEER WITH REOUMEMFNT
OF PULP NINUFAGTUREN.
2 :, uNUF.CNRm
1 I 24 T Ij
JJ I I1,II II
e�eTJ7�l # * I']161e1 W'e'AtA1
WIVE BOA TO BE
CONVERTED AET WELL
TOP SlAQ DETAIr.
N.T.S.
DIO>f„9:
1. ALL DISCAVADE PIANO SHA. E 4 NTSRS
2. ORIFNEATON OF INFLUENT SEALER AND FORCE MAN MAY E
DIFFERENT THAN SHOW SEE PLOT THAN FOR DETAILS.
1 PER NAP I90AIFACM1NFR HATCH
SHAL OPEN AWAY FROM ELECT. CONTROL PANEL
t
VALVE Pff
N.T.S.
A
NAWNNN CLEARANCE BETWEEN WURIIR'
PIMP CONIECIpN AND EDGE OF IIATGI
IMST. 3e'.Ne' MNGED
CONC, SLAB AU W, HATCH COAT
NA o.\q
b AQ
`
s�caRP. caGc
T NNIG Gw
6 1a
—pp�
9\, ,
I.a•. � CIQSE NPPLE� ��•
4'. 13 MOLLS-�
..
" 10 NOLES�/
1'. 4 HOLES
OPG.NG
2'. a HIGES J
1/4' NAHODE CIYP.)
(30 HOLM TUN.)
VENT HOTS PATTERN DETAIL
T
O
WEMLL HATCH
N.T.S.
1! a
I _ a
ELEVATION SCHEDULE
ELEV. "A"
5.00t
ELEV. 'B'
-10.06
ELEV. 'C"
-10.56
ELEC. "D"
-11.06
ELEV. 'E"
-11.46
ELEV. 'F'
-10.06
ELEV. 'G"
-12.54
ELEV. 'H'
-18.54
2' O iOOC9 l CORM-
r (WILT tsR7
S/e'.1 1/2' S A (VTR.)
30.
PL
STEEL IRATE
WITH
CptT WITH BrTUMA(".)STV
HOE (TYP.>
RETAINER
STRAP DETAIL
N. T.S.
PUMP DATA
MANUFACTURER: FLYGT SEWAGE PUMP
MODEL: C-3127 SERIES: 485 IMP.
MOTORS: 7_5 HP, 48O VOLT, 30 WIRE, 60 HZ.
PUMPS DELIVERING 100 G.P.M. AT 58 FT. T,D.H.
ONIP OFYF.
PUMPS DELIVERING=G.P.M. AT = FT. T.D.H.
DATE I ISSUED FOR
8-14-02 PBCHD WASTEWATER PERMIT RFI No. 1
� :� I I�I.I�f I�I •
T t.y �Y- • T 'L@
APRVD BY
DESIGNED: R.L.M.
DRAWN: T.A.F./J.W.T.
CHECKED: B.E.C.
APPROVED: - D.L.M.
D.L.M.
TOP Sim
M. COVER
. CONCRETE
!' CONc. SLAB
N.T.S.
TD (2) FLWT LINGERS TO E INSTMI.kD ON 5DEI
OF CN OPENNG.-HNIGEPS SWL � MFG. 8f
91RNEY' PUWS MIO. M.. /3T1-304, COSTAL
ON SNORT BIDES OF HATCH OPENING _T
304 SS TINS. INK ICE
_B. RALS ARE
20 R.
FUNGGE CHEM VALVE CORE HOLE AND S
W/OLISIOE SPRINT AND LEVER =lrtssNRNK-
C-PEN DR-14 PVC PPE
VANTAGE PIPING SYSTEl6
' — eo
P... GRAN
RETAIER STRAP
SEE DETAIL THIS ORO.
CERFA-UDR ~ CONK.
B( VANTAGE PIPING SYSIEWS
ADAPTER C-m TO SCH BD
BY VANTAGE PIPING SISID/s.
DISCHARGE CONNECTION
BASE, PLATE
(SEE OEDkil.)
(THIS SHEET)
S PER
A
TYPE 'A• DROP BOWL
MG. BY RORER-DIWUN
M. FRASAICA Fl1 NRO�A55
(MACH W !SSA BLOTS)
DRILLED VENT HOLES
3rw xum
MATCH COVER
e'w REIN. COWDOL
LAR
LLAR
W/1 a BAR CONTINUOUS
mmom
wadim
f e.77-7
FILET AROUND
SASE GRGNFEARNCE .. - . .
a000 P51 STRUCT. PE11S. '
CONC. FLOOR
.REV. 'H' .
4 EPH OF CONC. To E
oEIalBY DESIGN VET T VEIL
f.0I10UI4 TO (UNDER le NP PUMPS
COMNDL PARR {(USE 2' P.V.C.
MSG`
CONCUR
10, MINIMUM
LIMAS C-4711CD/DR
HER wslM C-4Te
a' COMCREre
WET -WELL
PVC SDR-2e
GENERAL SPECIFICATIONS
A IS ME INTENT OF THIS STANDARD TO SPECIFY A TWO PUMP W8-
MCRSEUE U% STATION COMPLETE IN EVEiO RESPECT WHEMER OR NOT
COVERED BY SPECF"TON OR THESE CONSTRUCTION DETAILS
ME SURFACE OF THE UI7 STATION AND PAVED ACCESS ROADWAY SHALL
BE SET AT PROPER ELEVATIONS BO THAT FUTURE ACCESS TO THE
STATION WILL NOT Be NPQRED BY AMONG. EWCESSIVE ROAD
GRADES, SWAfES, WAU.$ OR LANDSCAPING N *TT NANNER. A SITE
PLAN OF ME OFT STATION WE (PLm PLMIT NOIGTNO ME
TOPOGRAPHICAL FEATURES. RANNT-OF-Un AND EAG IND SILL BE
SUMMED TO THE DISTRICT FOR APPNOIAL OF ME SITE ARID ADION-
NO CONTIGUOUS AREAS
THE WETWELL DRIVEWAY 6 INCLUDED WITH ME UOB, R WILL BE
CONSTRUCTED PER LOCAL CODE REQUIREMENTS.
THE CONTRACTOR SHALL COORDINATE WITH AND PAY ALL FEES. DFPOSRS.
AND SELMCE CO515 TO HDRIOA POam Iwo UGHf CORP.. 10 DII/IG
rHtEE (s) PHASE. FOLw (4) W+RE 230 lzo wLr (Aeo wLTs wNER
REGII UNOFAGRWND POWER 10 THE LIFT STA110N SIF.
THE AST STATION NO APPURTENANCES SAu. NCLUE ALL COUPLINGS,
=COIBTEIE WO aA R�6T DJXT . AL EQUIPMENT. ETC.. REOUNED
A LIST OF EQUIPMENT INCLUDING UNDER THIS REM 6 GIVEN BELOW.
TADS UST 6 NOT ALL INCLUSIVE AND THE CONTRA.•+OR SHILL SUPPLY
ALL OTPR EQUIPMENT NECESSARY FOR COMPLETE WORIMG NSTAU--
ATIONS. THE LOT SFATION SHALL NCUICE
1YD (2) STAIN ESS STEEL COW PARS LAND ALL
ACCESSORIES.
TWO (2) DISCHARGE DINES WITH BWWD CHEC, VALVES.
OE2UWK PLUG OR PESR.IEI1i SEAT GATE WLVES
NSMLLED WIMN MODIFIED CONCRETE VALVE BOOL
(SEE STANOARD DETAIL THIS SHEET)
ONE (1) LLP��UVVMMDPP/LALE0`VEL CONTROL SYSTEM FOR PUMP
ELECTRMIL PCO=SETCm(SZLSELIF 6Nr•
ONE (1) WET -WELL STRUCTURE WTIN ACRSS HATCH
-CORE TOLE AND SEAL ANLAIb WfTM
-- Piowmw TYPE F CEMENT AID
FIE GAINED GAT/ (NICK
L- 'RANNECK'
S.S. PUFF ANCHOR BOLT LOCATOR,
3/4' ss. STUD FPOKY INTO SI2E A lENGM TO wRN PUMP
CONCRETE WET WELL ROOK W/
N S,. (TIP.)
A11GIg1 BOLT SPACING (TEN.)
3/4' ss lEVE1.tlO NUT" TOP
—Y S.S. STRAP WITH
AND BOROM OF PLATE (TW+J
1/2' 0 sS ANCHORS
1'. HDDE (TIP) RUSE PULE
�-e• P.VG PIPE SDA. 2e
WET WELL FLOOR r2
IN
��
-LENOM AS RE..
.. .. HIGH STRENGTH GROUT
SDR
EN, ME��'mm
WELD S.S. STUDS TO BASE PLATE (TYP.)EL
n PIGGED /ANGER PLATE
WENATE AWAY HTDM c OF PUMP VOUAEs
PUMP BASEPLATE SECTION DETAIL
04 • 12' O.GEW.
N.T.S.
3 - 2•.6• RNG ALLY n REGUMED
�I
r RNS
�B
g
gPUii DQCAiNN
EIT PERPU/P
4
EE 1
E
•. IDLE (TAP) ,
+ /4• THICK STEEL PUTS
ILLUSTRATIVE
MAT H E W S
VERIFY SCALE
ENGINEER NO.: 1128
I.
CONSULTING INC.
�=
CLIENT
Civil q,o
BAR IS ONE INCH ON
PROJECT NO.:
1475 CENTREPARK BLVD.. SUITE 250, VEST PALM BEACH, FL. 33401
ORIGINAL DRAWING.
RENE L. MATHEWS, P.E.
TILL. (561)478-7901 LICENSE ND. EB.-0007929
ADJUST SCALES
AS NECESSARY.
CAD REF.: 1128MO2
No. 49298
BASE PIAIE0
NQM-
LEVEL BASE PLATE AS NEL'ESSNY N WET WELL
PUMP BASEPLATE PLAN DETAIL
N. T.9.
LOXAHATCHEE RIVER
ENVIRONMENTAL CONTROL DISTRICT DATE: AUGUST, 2002
SOUTH SEABROOK ROAD SEWER SYSTEM
SHEET: 43 of 46
LIFT STATION No. 143
PLAN, SECTION AND DETAILS DRAWING: M-2
FPL PAD MD'JNTED 7ANStGRMEF
co*ITPAC'OR SHA'- INSTA- PAC,
PER FPL STANDAFDS. SEE RISER
DRAM
I
Y
Z
c
m
OO
DOVER ROAD
U
b-
28+00
20 0 10 20
SCALE: 1 • - 20'
PLAT BOX PROVIDED BY FPL, SHALL
BE INSTALLED BY CONTRACTOR
II
DOVER ROAD
ELECTRICAL SITE PLAN
BY CONTRACTOR BY OTHERS
FUTURE ANTENNA (BY OTHERS)
PLC/ITN PANEL Fl11URE -
JP-100/100, 318 S5, NEAIA 4X, -- \ ('Li _�i - FPL PAD MOUNTED
100KAiC LMYfX4C FUSES FPL
TRANSFORMER
SURGE ARRESTOR SOD \� 1 II
METER CAN PER POWER -. 1 30014,1-1/4`C C05
COMPANYS REQUIREMENTS. TO FPL POLE
480/277V, 30, ONTROL 4W PADMOUNTED { CPAN
EL
TRANSFORMER. PROVIDED A 001 FPL % SEE E-3 J I I ,- �'-�
AND INSTALLED fil CONTRACTOR. I
AVAILABLE FAULT B
CURRENT T
FPL ENT10639A
I I C04 `
TO FPL POLE SEE VALVE VAULT - - -
ELECTRICAL SITE PUN i VALVE
`r— VAULT WET
WORK RY
4/3,2'C CA1 WELL OTHERS
41�3,1'•C CO2 CO2 4/3.Yc ; L
' j��'�i DucT sDu
LOAD CALCULATION (z) 3/4 K 10' COPPERCIAD STEEL / TYPICAL
480'V, 3e 1-/4, 1/2•C, V MART. TYPICAL / / j ___//—i/—/,� G' ;✓—/
\\ /
DESCRIPTION AMPS '/
PUMP i 7-1/2 HP X 1.25 14 2�' FUTURE
� ��� '\
PUMP 2 7-1/2 HP 1 2'C, PUMP CA1Xi5 CO6B '- EQUIPMENT RACK, SEE
CONTROL TRANSFORMER 10 `- FUTURE ANTENNA SHEET E-2 FOR DETAIL
Misc. LOADS 5 2"C, FLOAT QABLE C07 / AND RTU LOCATION PROVIDE 3'-6• CLEARANCE
TOTAL 4G — / �FRPMENT F ELECTRICAL
2•C, SPARE �- NOTE: ALL CONDUITS SHALL _
SERVICE PROVIDED: 1C/e /3 Cu 100A BE SCH 80 PVC
5 0 5
SCALE: 1• 5'
ELECTRICAL RISER DIAGRAM
ELECTRICAL WELL SITE PLAN
NEW POWER POLE BY FPL
NO.
DATE
ISSUED FOR
APRVD BY
DESIGNED: CD
C&W engineering 51018
ELECYRNSAL CONSULTANTS
1f
MAT H E W S
VERIFY SCALE
ENGINEER No.: 112a
LOXAHATCHEE RIVER
ENVIRONMENTAL CONTROL DISTRICT
DATE: AUGUST, 2002_
DRAWN: GH _
CHECKED: CD
APPROVED: DGW
�L+ �+. ,%,
'�22'
- —
CONSULTING 'NC'
Civil a dEnvironmentalHngioaen
1601 BELVEDERE RD, SUITE 2155. WEST PALM BEApI, 11. 3340e
TEL. (361)4]8-]961 LICENSE N. E4-0007920
1•
BAR IS ONE INCH ON
ORIGINAL DRAWING.
ADJUST scALts
As NECESSARY.
CLIENT
PROJECT NO.:
REF.: 112BE01
SOUTH SEABROOK SEWER SYSTEM
SHEET: 44 Of 46
REGISTRATION NUMBERS
LIFT STATION No. 143
ELECTRICAL RISER AND
SITE PLANS
DRAWING E-1
C � w EN6wEERIHc EB0oo6214
uuE D. WALKER ELECTRIGL PE J6S14
CHARLES DEai ELECTRICAL PC nns
—
k
13
GF
120V
NOTE: POWER TO MAIN BREAKER 48OV, 30
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WHEELLIGK
INFORMATION AND SERVM_6 W BE FURNISHED BY
MANUFACTURER OF EOUPMENT
. Hx'A1 LLVO ALwM LCH1. 1mY K. 1. � N1H ILASFiA,
OUTDOm TYPE MOUNTED ON TOP OF THE CONTROL PANEL.
ALARM W/P BOX
WWB SILVER
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AWN BREAKER
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THE RAP MNIXACRRG ALALL WARRANT THE DIMS PER A MUDDD OF
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MRMWUM —AR DPENRIG AT M' • 4I'. TK FRAIE SHALL K
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T
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f.00VmTIDC THROUGH M Illll 1VJ1.
,AUyO4,y
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FORDED BRASS OR STNNLEW STEEL HNDES R STAM6M STEEL
PAS, HASP AND STAPLE LOOK, PLUSH TYPE HNIGEl, UPPU OWDE
W/DRIP SHIELD
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FORCED TO FASENSOR T ANU A (SAE LOAD R. THE
Hi—
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MOTOR STARTER NEAR SIZE
3 OR ABOVE
PANp, BDTS 13T5!
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IfT PANEL (SUB)
SIZED TO ENCLOSURE
24 VAC 1 PRA FAN.
fLCATS
ALARM LIGHT
BASE VP -I IGR
STONCO
RI-1 2 WGII LEVEL
FLAT (4) 24 VG.T LEVEL CONTROL FuuT SRfC S K NSTALID
N 111E ro CONTROL TE OPERATION OF THE PUMPS RIH
NS OWEIR
VNGTXNS OF TIMID LLYEi N TE WET-WDL TIE "'AT SWITCHES
FLASHER
F5128
SSAC
II OL FIAT 3 PIEMP I1 FAA
SHALL K Oi 44OAY BY ANGIDR SLTdRRC WC. SWTIENFS MERAEMWLY
SOLID M A POLYPACPY1flE CASMO WIIH A FTtlILY IGIOED VLECIRKAL
GAF II40IPUDING.
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AGU-5
BUSSIUm
F2 OL AUx 4 PUMP /2 FAIL
GEM. ADAPTER
AA100
APPLETON
E1 Im MX s PUMP RUN /,
m0f r
CnRORDER THE
GEN. RECEPTACLE
N ORDER TO ASSUIRE THE PROPER PERIORYVDE A2D WHPATI9LIIT OF
w
N,3RwrMC EOMPDFFNiS MTIIRM THE INTENT OF TIE WCOFKJAT.W,
W CREW CAP
IS
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APPLETON
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TM, PTNIPS. LcMTROI /GC65 wld MD WAfIIAMTY SMALL K
SUPPLED IF, TE SM1E YEN
OR
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AR-1048-S22
GROUSE -HINDS
sPAFE I vAAE
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SIR-15-(V
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DIVERSIFIED
ALTERNATOR
ARS-120-AEA
DNERSIFIED
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008-120-135P
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NOTE: • SIZED BY HORSE
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NO.
DATE
ISSUED FOR
APRV'D BY
DESIGNED: CD
DRAWN: GNLa�oR
CHECKED: CD
-- --
APPROVED: DPW
engineering
CdcW en ineerin slme
ELECTRICAL CON9ULTAMTS
93lS [ DGiIlfl ELAR iP
CMM imun w r
AT H E W S
INC•
CONSULTING
CivilmMlFnvvonm—WEngineers
1601 BELVEDERE RD. SUITE 215S, WEST PALM BEACH. FL 33405
TEL. (561)476-7961 LICENSE NO. E.B.-0007929
VERIFY SCALE
ENGINEER NO.: 1128
CLIENT
PROJECT No.:
CAD REF.: 1128EO2
LOXAHATCHEE RIVER
ENVIRONMENTAL CONTROL DISTRICT
SOUTH SEABROOK SEWER SYSTEM
DATE: AUGUST, 2002
�~
BAR IS ONE INCH ON
ORIGINAL DRAWING.
ADJUST SCALES
AS NECESSARY.
SHEET: 45 of 46
REGISTRATION NUMBERS
LIFT STATION No. 143
ELECTRICAL CONTROL PANEL
AND DETAILS
DRAWING: E-2
C k W ENGINEERING E80006245
BALE G. WALKER ELECTRICAL PE 36914
CHARLES DERI ¢ECTRICI PE I'll
W4161M
i
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i
CONTRACTOR TO WDW 11111114 /
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itlawr w TNt 14A/.fi FOR AIDMQ)I,n eR,nGaAl
IBAND
j FtYxA.,os•) WOOD &Ain"
f
M uYMM aueAP
f't\AOH
S' MAR114 GAUnM
— I
SACK FILL WITH OP MNAL, am
I
Tan aaewAOM
w Tit tom Q Root MALT (rTr) I 1 I
wTN a Raor BALL
PALM PLANTMG DETAIIA
DATE I ISSUED FOR
N
Lai
SYM
CITY
BOTANICAL
COMMON
SIZE
SPACING AND SPEC.
NATIVE
Bs1
12
BOUGAINVILLEA SPECTABILIS
BOUGANVILLEA PURPLE
#10 TRELLIS VINE, 3-4' HT.X 3-4' SPRD.
5' O.C.
Ci2
42
CHRYSOBALANUS ICACO'HORIZONTALIS'
DWARF COCOPLUM
#3 FULL
24" O.C.
YES
QV
1
QUERCUS VIRGINIANA
LIVE OAK
16' HT X 7' SPRD, 8.5' C.T., 3"CAL. MIN.
AS PER PLAN
YES
SB
3
SABAL PALMETTO
SABAL PALM
10-18' O.A.,Boated
AS PER PLAN
YES
Td
10
TRIPSACUM LACTYLOIDES
FAKAHATCHEE GRASS
#3 FULL
4' O.C.
YES
Floratam Sod Contractor shall replace all sod that is damaged
during construction and a 5' width along new plantings
Sq. Ft.
VERIFY CITY
,Cypress
Mulch 1
3" Thick
VERIFY CITY
JOB CONDITIONS:
MATERIALS LIST:
Any building construction material or foreign ratarls anal be removed from Penang zees
Landscape Contracs shall be reeponable for verifying NI quantities for materiel shown on
and replaced "" acceptable by sod
drawings prior to e.bnetting a bid. Planting plan shag ence take precedover the plant F.I.
Care Mal be Laken not to dieb d, or damage any underground canstruchw or ubktiea. My
Final quantity of sod and rraldh shelf he verified.
m daage to these facilities during the planting operefi ne will be tweaked at the expense of
SUBSTITUTIONS'
it" Landscape Co tit— in a manner api—ed by tiro Owner. Where underground underground
No sub.#W— shall be made vallhout me aPp—I from the landscape Architect and/or
obstructions w9 not permit the planting mateiais n accordance wait the plans, new
the Owner. Intended substitutions shelf be indkated on the bid.
locations shall be approved by the L—cl c.Qo Ax hlsci
MEASUREMENTS:
Landscape work shad be coordinated with thelandscape irrigate, work. landscape
Canopy Trees- Height shag be measured from Me ground to the average height of canopy.
Contracts ehel mauve then no plantips w\ interfere with the proper coverage. Landscape
Spread shag be measured 0 the and of branching equally
y around the croFrom is
Canbactor shag point out situ atone, where manor led)uetmenis er rsncaaon err addition of
comer of the trunk. Capper (d.b.h.) wil be measured 4'fi' ,bore grede.
,ekten heads may be moat beneficial for ne Landscape work ea a whole.
Shrubs- Height shag be measured from the ground. Spread shall be measured W the end
PLANT MATERIAL:
of branching eq.1y a.urd the shrub mass
Plant species and size shag conform to those indicated can the drawings. Namenclawre
Palme- Clear trunk (C T) shag be measured From the ground to the point wisre the mature
shot conform to STANDARDIZED PLANT NAMES, LATEST EDITION. Al plant materiel
aged bunk )oats the immature a green pen of me sunk or head.
.hall be ah accordance with GRADES AND STANDARDS FOR NURSERY PLANTS, Laker
Overall height (OA.) shad be measured from the ground to the tip of the unopened bud.
.daion published by the Florida Department Agriculture and Consumer Services. AM plants
IRRIGATION.
not otherwiee specified as Florida Fancy. or :,qed men, shelf be Florida Grade Number f or
CONTRACTOR SHALL PROVIDE 100%irrigation coversge-
bett. ae determined by the Florida Grade Plant Industry. Specinsn moms an
GUARANTEE'
exceptionally heavy, symmetrical, tlghtiya nit Mant, so trained or farmed in is dwelopment
N navy plant met.ia% shad be guaranteed for one year from the time of acceptance and
that Eta appearance is wquestionable and outstandingly superior in form, number of
shag be aloe and in salisfactoy growth for each specific kind of plow at the and of fox
branches, —past.. and aymmeby. Al plants shag be sound, ha fthy, Oil—, wag
guarantee period. The Landscape Contractor shag not be responsble for damage caused
branched and free of of —se and insect eggs and larvae and shag have adequate roof
by vandalism, violent wand Marrs or other eM of Ged beyond control. Replecemml drag
systems. Trees and shrub. for pbntng rows vh.1 be unifom in size and shape. AN
occur within also weeks of rejection and guaranteed six menthe from date Vomited —
materials shaft be abject to approval by the undscape A dhkeet. VNhere artyrequirements
Landscape Contractor shall repair damage b other plants or Laws during plant
are emitted from the Plant List, the plants funshed shag be normal for the variety.
eplai-men% at no addhimal coat.
Al container grown material shag be healthy, dgorow, wail+Doted plan% and established
M LCK
in the colntener. The planes shag have top%vtlkh are good quality and be n a healthy
MtAch ahaN not canlan sacks t!l" n diameter or etmea. Trees shall be rralched v ffm 24
growing condition. An established carts%liter grown plant shag be tramphnled into a
hours with 3' of mulch covering more root ball.
cmtaner and grown in that container long an •-iph for the new Shrove rco% to have
SOD:
developed enough W hold the root mass together when removed From the container. Root
Al sod shale be estaled an such a manner dust there es m ism surfer a staggered paten.
bound plants will not be accepted.
Sod will be green in color and n good heath. NO everlp, gaps damage insect. disease
Water for planting shall be available at the si, and will be provided by the Owner. Site
and lacer then 10% cfhlorre us will be pormited. AI gaps well be filed with clean natNe soli.
water shall be venfed by Contractor prior to cbmisalon of bits,
The use of natural material is strongly encouraged for balled and burlapped plants. AI
synthetic material shag be c.npletay removed From root bat PRIOR to planting.
At time of bid, Contractor shall submit a wrltm schedule of all sources for coconut Pasha
as well ere seed eourw. for wconu%. C—Aa shag be c..Med M..yan Green v.8h a
carolledad source from Jamsna.
h
TREES.
The moat factor for selecting • healthy Fbrda Number t tree % agempetin re. 7hw
wm SMOOTH, FLEXIBLE.
STSIDY PLASTIC CR P&MOMR
.... f... competing /, e,
one central than bunk and Freda: Danwnp
are cwn may
To PleoTo= TO T16/K
are 2i3 me olametm of the leader a graaw Corr9etrh9 brandhes they be accePtaok g
2,3 a t1n. a ac a
they, occur above 50% of the owra l height of the bee. Caliper of tree should meal
aft SPaONt w KXE I ff��dd
.pscMwUons. Lead. (center trunk) may h.ve slight (-15 degree) bow (Tabelwk canoe
exduded). but must be Intact with spka 0e..I ng) bid.
STUIDY, PLASTIC OR FMM
4Y71gM MATERIAL. AS e v
Brsrafies should be spread wenly (staggers', aaema%g) through the tree brands
fMCa'TorDm by THE ��
os
.paced - doss than 4'.
UNtYMNORY OF PLORDA �2a a y
Canopy should be Ng to sPe tfhcetiors with little or no openings or hobs. A alarming canopy
ND STTMM OF FeCe AND
�'b
willbe taken into consideration well, field dug plant material,
•a'dIRICILLMAL •.sA
'
Trees should have ne open wound. or damage, term ctAs, ddorosp, ahodw w teller in.
specified height, girdling roots, undere¢e 1— root ball, crossing branches, smaller than
n
normal leaves.
D' MJLCN '
AM trees shal be installed sligilly above grade (1 to 2") and. —sly Nakao n such a
ner as not to damage the bee. Mulched vdn 3-4" Inches quality -A.h, stem wil be
1�'IOr! TOP N �
hoe of mulch within the fast 4". Root ball tying rope& removed tom trunk and top of root
ball.
MULTIPLE TRUNK TREES:
S - T % 2' WOW STAiU*,
Trees he_ no distinct leader. Trunks on these trees should not be touching and tee of
EC L CM% OR 3 - GALVANUED Sid
damage and similar in size. Canopy should bs NJ and tahiforrrh.
RELOCATE TREES'
TREES
ITAWt71s, 74' LCaAq t7>e! a1TH 1TAMLDUOS
The.e tracer may not d:onrorm to grades and ebrdards, yet der have quality inciter w+dm
M,Hls atRutMR ti4gN 2'4O' N DUPMtee
effect the health, bngevty and safety of the tx (and perm which may contact tree). Th"s
SHALL M ON Ham CT INDMTUM® am
is NOT meant to be a guideline for transplanting ease, but rather the criteria by which
TO P NE~ OKMNA MLLS EH ALLM R TMAN '4Re
relocated tees will meet Town, County, State or governing agency guidelines. Trees which
2'-d MAY M ON COFPACIW EARnt
revere excesme prunahg should NOT be used. Damaged or dead relocated trea%w# be
STAKING:
Landscape Contractor to suggest skemate means of staling for approval with Landscape Architect 9 staking methods ehavet are not feasible due
to aka c-ditoes.
FFRsjT LIZEW
Manubctur" Specification. Submit manufacturers speak.tim aheega) for approval of product. Submit tags From bags of kerbfzer used m wile
to the Architect Submit copees of the manufaewrer'e .poeficetions or analysis of all tethers for approval.
New Trees, Transplanted Trees, Paints, Shrubs and Ground Cover (Con%hw): Unless otherwile pacified m the plane, fertkze with Agrfform
planting tablets, 20-1 M formula, 21 gram or equal per manufachaefs recommendation.
Fertilizer for Examhg Trees to be Transplanted: Shall be a water soluble fertilizer having a 20-20-20 analysis such as 'Perm, Professionar or
equal.
Cornpoerbon and Quality, All fenezer shag be uniform in compoNfim and dry. Granular kffilize, shal be tee flaaing and delivered an unopened
bags. Tadet lerdizsr shall be delivered in unopened containers or boxes. AI bags, containers or boxes shag he fully Labeled with the
manufacturers analysis.
At shag comply with the State of Florida rerbf¢er laws
Landscape Con7acten shag at al times keep job site clean and free from accumulation of waste material. debt% and rubbish.
INSPECTION.
Upon wigm request from the Contractor, Owner and/or Landscape Architect shell perform nspectlm to determine completion of Contrect.
ACCEPTANCE:
Following inspection. Contacnr will be notified, in writing, by Owner and/or landscape )vchnect of acceptance of complabm with regards M plant
material and workmanship according b Contract.
TM MAN LEADERSTO PENCE S14 BMGIINCAL TIES AND STA
INLESS
O P
TRELLIS
9
AdPW40 M TABLEf(S)
- laO•IO 4 PMIt R ASM OR 4"AL
n TO 9) VERIFY
C� `-�, CONTANEt TWAT MAY M AMIM7
y ROOTS'
plomMATION WITN
�
hSPEOgOATIONIM
r
g m
SACK PILL 1'DCnM CFAM44L SOL
TOP Ole BALL EVEN NTTH GRADE
SOIL. IS TO ME LMMLY TAMPED
11I AINDS, PLANT M TO MM
''
t1'®IA11LLY YAWN O APnM
I .. EAOM SAUCBR
MESH PLANT= TO Priove
Ala POCKET i
' GRADE
I
v DdSTDO IIImRACe
\
MALLS GREATER THAN 2'-W N DL4PU R
tatOltT S NICsI IxIFI®OVERALL
AT Y
Tie NItSU M FEBCPW
M AID
1' 1114 fT'MGAL) SMALLON MOP UNDISTURBEDUNDISUNDISTURBEDL
fM To P'PNMW SMMM MALLS
7R CAL PM SHALL BM t'EAMSR® S
M4YLEt TM NI r MAY M ON CC"PACTED
�NC hem FROM THE OMROUO ON TQS I!r
SOIL DLA-Enm OP 140.11 SHALL M MIN.
TO AND IMMAC NS 4 140M N CALLIPER
r-w Wimam TL94 DL4enT It Cle MALL.
AND O NOMS ABOVE TWO 4PWLM F9OER�}�g
Eye �gMk���aMI �E y1R�� �N•}�
LAR1Mt TTRhM ♦= O i0 CE PLwL\iJIlEG DZ Alt.
r-A' EARN SUNfr."M
DMTIdO Ran GRADE
BACK FILL ISXNRS CLEAN DGWNS RILL
tlLU OTNEP ME 6rocr MD lay L..A.
,gORIFOP4l TAMWM I
VERIFY Rev replaced with appropnd. nubs of capper riche. and speck, eael to rekncatod or dead DIAPETER OF HGLt SMALL EE for SP TTk)W 1�\
tree, as Moved by the Landscape Ardhited THE CgAPZTM OP ROOT BALL. �Kts �}/yts 1Sy� D
No m.e man 20% of tine lolage mould be removed for erry reasm B xduGrq Sabel Ma�♦tEM DE A 17a1R1TG DCI l� NOT l l V
Palma). Trees should be consoled for any structural defec%, touching banchea, dead a l APJC J�LU Jk1L�
rotting woad. V-shaped branching or branching which may effect human safety issues Post ,Ad WtFC 1 TAMLEWS) O TO S)
relocation. Topping a relocated tree Is not acceptable. Allsoler FORMtrATION
Damage to the hunmbranches will not exceed 1D%of the trunk diameter and 2" in height. p
Any major tab or canopy pwrng will be ,ytalfled and performed by a Certified Arborior. ATE~ d ? o
APRV'D BY Dcvl—r a�rarrJc
DESIGNED: S.F.H. Assocf.'-rasa **1c.
1ermerwr>3
DRAWN: S.F.H.
CHECKED: J.R.C.
I � A LTMm
APPROVED: C.R.F. _ 7M 77413M H7B
MATHEWS
CONSULTING INC.
Civil and Environnkeatal Enginetcra
1475 CENTREPARK BLVD., SUITE 250, NEST PALM BEACH, FL 33401
TEL. (56947""1 LICENSE No, E.B.-0007929
SCALE: AS SHOWN ENGINEER NO.: 1128
r
---� CLIENT
AR IS ONE INCH ON PROJECT NO.:
ORIGINAL DRAWING.
ADJUST SCALES CAD REF.: 1128LO1
AS NECESSARY.
BACK PILL VMCR M. CLEAN X"TNO PILL
MILE" CTM MM SPBDWW BY L.AMWAI7 ARGNTECT
R MC)'A PAIFES PLASTIC, OR MTAL
COWA 40R TM4T MAY MM AROUD
ft=M IF "LAM M N BURLAP, LEAVE
MJRAP N MADE AT "LANTNO.
b' MLCH
TOP OF BALL I' TO 2' AMO IR GRADE
'MxUTINS 6M GRADE
,..4' 6Yls SIMATER TLNN le u N DIAP' o
SMALL M ON rkJlJO OF tNDM11seD®
GO L TO "WADiT 69MMB MALLS
0 I i tE411.LBR 71N41 Y MAY M ON COMPACT®
S' tBA (iTTlf 4L) SOL DIAM MR OF MOLE SMALL MM Mk
1--& 9I904M TMN! DL,PW" OR BALL.
SEMM PLAMWG DETAM NOT TO SCALD
LOXAHATCHEE RIVER
ENVIRONMENTAL CONTROL DISTRICT
SOUTH SEABROOK ROAD SEWER SYSTEM
LIFT STATION No. 143
LANDSCAPE PLAN AND DETAILS
DATE: AUGUST, 2002 1
SHEET: 46 of 46 I
DRAWING: L-1
i
LOXAHATCHEE RIVER
ENVIRONMENTAL CONTROL DISTRICT
SOUTH SEABROOK ROAD SEWER SYSTEM
DRAWING LIST
SHEET DRAWING TITLE
ooa "om
GENERAL
80° 1 G-1 TITLE SHEET, LOCATION MAP, do DRAWING LIST
2 G-2 KEY MAP, SURVEY LEGEND AND NOTES
TEQUESTA DRIV 3 G-3 GENERAL NOTES
4 G-4 ROADWAY IMPROVEMENTS PLAN AND
I ] I I- I I I I I i SOIL BORING LOCATION PLAN
CIVIL
9cnw aam
s NT 5 C-1 SEABROOK ROAD — PLANAND PROFILE SHEET 1
y STATION 10+00 TO STATION 14+00
6 C-2 SEABROOK ROAD — PLAN AND PROFILE SHEET 2
STATION 14+00 TO STATION 17+80
oou eon 7 C-3 SEABROOK ROAD — PLAN AND PROFILE SHEEP 3
t, 1 .r; STATION 17+80 TO STATION 23+00
11 ui 8 C-4 SEABROOK ROAD — PLAN AND PROFILE SHEET 4
STATION 23+DO TO STATION 28+00
9 C-5 SEABROOK ROAD — PLAN AND PROFILE SHEET 5
:. STATION 28+00 TO STATION 33+00
a 1 8 6i 10 C-6 NORFOLK ROAD — PLAN AND PROFILE SHEET 6
STATION 10+00 TO STATION 15+00
y0 \ "�' ':' �� 11 C-7 NORFOLK ROAD — PLAN AND PROFILE SHEET 7
Ply STATION TO
19 7 12 C-8 LLNCEROAD 00 STATION PLAN AND SHEET 8
*1 i STATION 10+00 TO STATION 14+00
0 13 C-9 LANCE ROAD — PLAN AND PROFILE SHEET 9
STATION 14+00 TO STATION 17+40
14 C-10 LANCE ROAD — PLAN AND PROFILE SHEET 10
BIDSET STATION 17+40 TO STATION 20+44
Fp 15 C-11 NORWOOD ROAD — PLAN AND PROFILE SHEET 11
STATION 11+00 TO STATION 15+85
y AUGUST 2002 16 C-12 DONALD ROAD —PLAN AND PROFILE SHEET 12
STATION 10+00 TO STATION 14+20
17 C-13 DONALD ROAD — PLAN AND PROFILE SHEET 13
STATION 14+20 TO STATION 16+43
18 C-14 BEVERLY ROAD — PLAN AND PROFILE SHEET 14
STATION
5+00
LEGEND: 510E DRIVE 19 C-15 BEVERLYPLAN AND IROAD 1+00 T O STATION IPROFILE SHEET 15
PROJECT GOVERNING BOARD STATION 15+DO TO STATION 19+00
CONSTRUCTION LIMITS \\ CHAIRMAN: MATT H. ROSTOCK 20 C-16 BEVERY ROAD — PLAN AND PROFILE SHEET 16
I � 1 STATION 19+00 70 STATION 23+00
VICE CHAIRMAN: SAWYER 'TOMMY' THOMPSON, JR. 21 C-17 KINGSLEY ROAD — PLAN AND PROFILE SHEET 17
1 STATION 10+00 TO STATION 15+00
TREASURER: LE. 'SNAG' HOLMES 22 C-18 KINGSLEY ROAD — PLAN AND PROFILE SHEET 18
STATION 15+00 TO STATION 19+00
LOCATION MAP SECRETARY: RICHARD C. SHEEHAN
NTS ASSISTANT SECRETARY: JOSEPH 0. ELLIS
EXECUTIVE DIRECTOR: RICHARD C. DENT II
SHEET DRAWING TITLE
23 C-19
WINDSOR ROAD - PLAN AND PROFILE SHEET 19
STATION 10+00 TO STATION 13+75
24 C-20
WINDSOR ROAD - PLAN AND PROFILE SHEET 20
STATION 13+75 TO STATION 17+DO
25 C-21
DOVER ROAD - PLAN AND PROFILE SHEET 21
STATION 10+00 TO STATION 14+DO
26 C-22
DOVER ROAD - PLAN AND PROFILE SHEET 22
STATION 14+00 TO STATION 19+00
27 C-23
DOVER ROAD - PLAN AND PROFILE SHEET 23
STATION 19+00 TO STATION 24+00
28 C-24
DOVER ROAD - PLAN AND PROFILE SHEET 24
STATION 24+00 TO STATION 28+00
29 C-25
DOVER ROAD - PLAN AND PROFILE SHEET 25
STATION 28+00 TO STATION 30+29
30 C-26
EVERGREEN AVENUE — PLAN AND PROFILE SHEET 26
STATION 10+00 TO STATION 14+60
31 C-27
BEACON STREET — PLAN AND PROFILE SHEET 27
STATION 10+00 TO STATION 12+00
32 C-28
MAPLE AVENUE — PLAN AND PROFILE SHEET 28
STATION 10+00 TO STATION 13+00
33 C-29
ELM AVENUE — PLAN AND PROFILE SHEET 29
STATION 10+00 TO STATION 13+30
34 C-30
OAK AVENUE — PLAN AND PROFILE SHEET 30
STATION 10+00 TO STATION 13+40
35 C-31
CEDAR AVENUE — PLAN AND PROFILE SHEET 31
STATION 10+00 TO STATION 14+60
36 C-32
BEACON STREET — PLAN AND PROFILE SHEET 32
STATION 18+80 TO STATION 24+00
37 C-33
DOVER CIRCLE — PLAN AND PROFILE SHEET 33
STATION 10+00 TO STATION 12+00
38 D-1
STANDARD DETAILS — SHEET 1
39 D-2
STANDARD DETAILS — SHEET 2
40 D-3
STANDARD DETAILS — SHEET 3
41 D-4
STANDARD DETAILS — SHEET 4
42 M-1
LIFT STATION No. 143 — EXISTING AND PROPOSED SITE PLANS
43 M-2
LIFT STATION No. 143 — PLAN, SECTION AND DETAILS
ELECTRICAL
44 E-1
LIFT STATION No. 143 — ELECTRICAL RISER AND SITE PLAN
45 E-2
LIFT STATION No. 143 — ELECTRICAL CONTROL PANEL k
DETAILS
LANDSCAPING
46 L-1
LIFT STATION No. 143 — LANDSCAPE PLAN AND DETAILS
FOR INFORMATION REGARDING THIS PROJECT, CONTACT: MATHEWS TITLE SHEET, LOCATION MAP
DAVID L_ MATHEWS. P.E. AND DRAWING LIST
MATHEWS CONSULTING, INC. CONSULTING INC.
1475 CENTREPARK BOULEVARD, SUITE 250 Civil mdEnvironmental Fngineen SHEET: 1 of 46
WEST PALM BEACH, FL 33401 1475 CENTREPARK BLVD., SUITE 250. WEST PALM BEACH, FL 33401 2A11L. MATHEWS, P.E. RENE L. MATHEWS. P.E. DALE WALKER, P.E.
561/478-7961 TEL (561)478-7961 UCENSE No. EB.-0007029 No. 48242 (GENERAL, CIVIL) No. 49298 (MECHANICAL) No. 39481 (ELECTRICAL) DRAWING: G-1
l9
� OT / 'T
10
\ \ g O �T /� i 'm.-•A' ` �a�' cry (`.
%AI
SCALE: +
HORIZ. 1 °=20' f r
T CDNrncTOR SHALL FEUD veWFY LDCATKN OF
ALL UTILITY CROSS*M YlCumm PNULLELM CF
UTIUTI PRIOR TO CONSTRUCTION OF PROPOBFD
SANITARY SEWER AND Ul STATIOWFOROE MAN
SYSTEM
z WWYnATSTEMS ION SYNOT SHOWN CONTRACTOR
MALL REPLACE ALL DAMAGED WWWOATKN PWWO
H1ADa AND wrTTROL LA+Es w InrO.
a CONTRACTOR SHALL BE RESPONSIBLE FOR
NSTALu+O NEW SEWER SERVICE CONNECTIONS
W crows c1PAa+OVTa, Alm Au APPUTIENANCE91.
EIACT LOC ooRo TED aE OETE COATI N THE
AM RB THE CONTRACTOR
BETWEEN SHALL ALSO BTOR
RES ONSIB TIE CONTRACTORWIALSO BE
OONG RESPONSIBLE FOR COATIONS OF WITH SEPTICTRESIDENTS
LOCATIONS
O ATIONSP THE LOCATIONS OF ALLWORK
TANI(
LocATTONS PRIOR ro PEIEOR.No TIE WORC
a CONTRACTOR SHALL REFER TO DETAAS SHOWN ON
DRAWm N4oA D-I THRouaH Da FOR STAN
DETAIL CONSMMON NPORIAATK»i
S. CONTRACTOR IB RA SPONs®LE FOR FEMOVAL AND
RE-NBTALLATION OF MALISMEA ETC. AS REOLfRED
ME TO CONSTRUCTION AcTmTES
6 CONTRACTOR SNNL REPLACE SOD N TRO AS
REOLam VIE TO CONSTRUCTION ACTWrrE& THIS ALSO
NCUmES REPUCPA3 ANY LwmscAPNO THE
PEWr-OF-WAY DIUTURBED DURNG CoN8TRIC7M
LEGEND
® PAVEMENT OVERLAY
®'l PAVEAIENTRECONSTRUCTION
CONCRETE WDEWAUt REPLACEMENT
® ASPHALT DRVEWAY REPIACEMENT
ID CONCRETEDRVEWAYREIIACEMENT
I -
P"M{OE c"
SIM
10 - .. RN I EL 04 { S T toe NODE DROP) 10
_- — --—STADwCLF).
A 1MM & NYL :. DUM G P.GaL47
-
E 11# 5
24" RCP 4' F - I — — —.
LE. 090# , IE 0. -#-� i �.
I{I
0 VI t/ 0
. I PYC • -'f PVC . Ql11 '
5 0 .ELww wONVa « .a-Hm
5
— - - -w w EL alssS
-10 -- 10
on W EL (
ae W s. tam SCALE: o IL
- - Own Htll_ - A•VERT. 1 °=5'
-15 So Nv a ca
-15
40-rC=.oAa -----
-20 -20
- --- --- - - - --- -- -- --------- Call 48 hours „ $:
- before you dig .I*F
It's the Law!
25 25 1-800-432-4770
T;.
11+00 10+00 SWANN sm. 0. Cd o1 FIorM., In,
NO. DATE ISSUED FOR APRVD BY DESIGNED: D.L.M. VERIFY SCALE
_ ENGINEER NO.: 1128 LOXAHATCHEE RIVER
AT H E W S ,. ENVIRONMENTAL CONTROL DISTRICT DATE: AUGUST, 2002
DRAWN: T.A_F1J.W_T. INC. CLIENT SOUTH SEABROOK ROAD SEINER SYSTEM
CONSULTING SHEET: 37 of 46
CHECKED: 8.E.C. Civil and Environmental Engineers BAR IS ONE INCH ON PROJECT NO.: DOVER CIRCLE
1475 CENTREPARK BLVD., SUITE 250. NEST PALM BEACH, FL 33401 ORIGINAL DRAWING.
DAMD L. MATHEWS, P.E. TELL (561)475-7961 LICENSE No. E.B.-0007929 ADJUST SCALES PLAN AND PROFILE SHEET 33
APPROVED: R.LM. No. 48242 AS NECESSARY. CAD REF.: 1128C33 STATION 10+00 TO STATION 12+00 DRAWING: C-33
1 b O
6'WOOD FENCE\-
REMOVE AND DISPOSE
\ \
OF EXISTING WOODEN
FENCE AND SHRUBS / \
AS REQUIRED e
(BY OTHERS)FTTT
i5'� I15..� d
I \
ABANDONED WET WELL
TOP E2 1 �
BOTTOM EL=-9.20 UNDER WATER— - -
NO INVNVERTRTS. / I o`
EXISTING SITE V
BOUNDARY / /
/ � + � OLEANDER
YUCCA 4
� \ BUSH o
GQ 1 0 0 +a
EXISTING SITE AND DEMOLITION PLAN
1••= 5'
6' HIGH BOARD ON
BOARD WOODEN
FENCE
CONVERT EXIST. CONCRETE
STRUCTURE INTO VALVE VAULT
SEE DETAIL DWG. M-2
(BY OTHERS)
6'WOOD FENCE
\
—
BY ON ACTO
BY
CONC.
PUMP STATION
CONTROL PANEL /
(BY OTHERS) /
CONSTRUCT NEW 8'0
WETWELL SEE DETAIL /
DWG. M-2 /
(BY OTHERS) /
I7ASSEMBLY
M
3TER
MOSE
BIY(''
)
APO�0h23
L.F. OF B" PVC
SANITAR� SEWER
PROPOSED SITE PLAN
1 •'=5'
NSITP
t THE CONTRACTOR SHALL PROPERLY COORDINATE WORK DONE BY OTHERS
IN A TIMELY MANNER TO ENSURE PROPER TIEIN WITH WORK REQUIRED UNDER
THIS CONTRACT.
4" WW FORCEMAIN
SEE DWG. C-24
FOR CONTINUATION
Z1, U
O
O
GRASS PAVER
\ BLOCK DRIVEWAY
\
\\ \ vR
\
\
SAN. M.H. ,48
RIM EL 4.74
CS
) INV. EL 0 8
(N) INV. EL. )9.17
O(W) /INV.EL(-)9.01
N0,
DATE
ISSUED FOR
APRV'D BY
DESIGNED:
R.L.M.
��(
VERIFY SCALE
ENGINEER NO.: 1128
LOXAHATCHEE RIVER
DATE: AUGUST, 2002
�ylA�TTTHT�E7�WT(S±
( lCONSULTING
'
ENVIRONMENTAL DISTRICT
DRAWN:
J.W.T.
Q I O S lJ L I G INC.
— �
��
CLIENT
SOUTH SEABROOK ROADRSOEWER YSTEM
SHEET: 42 Of 46
B.E.C.
`/ Civil and Environmental Fs irims
s
BAR Is INCH ON
PROJECT NO.:
LIFT STATION No. 143
CHECKED:
1475 CENTREPARK BLVD.. SINTE 259, HEST PALM BEACH, FL 35401
ORIGINAL DRAWING.
AL
DRAWING: M-1
RENE L. MATHEWS. P.E.
TEL. (561)475-7961 LICENSE No. E.B.-0007929
ADJUST SCALES
CAD REF.: 1128MOl
EXISTING AND PROPOSED SITE PLANS
APPROVED:
D.LM.
No. 49298
1 AS NECESSARY.
/ ' Y
•
riDRS
1. ALL 5 V TOP S
�I ••
TO BEE #5 LOCATION OF
OF,IN TOP SLAB TO
BE VERIFIED BY DESK
ENGINEER WITH REQUIREMENT
LL
OF PUMP MANUFACTURER.
2. A _ PER PUMP MANUFACTURER
RECONMENOATNIN.
I I I II I I I I I I I
_ /
— I 4
TOP SLAB DETAIL
N.T.S.
4-
b
01
6
Y0 A d
p Q fl d 9L{—
410 15 ROLES
3'1 10 HOLI
1/4' DIAHOLE (TIN.)
2'W a HOLES (38 HOLES M..)
VENT HOLE PATTERN DETAIL
WETWELL HATCH
N.T.S.
ELEVATION SCHEDULE
ELEV. "A"
5.00t
ELEV. "B"
-10.06
ELEV. 'C"
—10.56
ELEC. "D"
—11.06
ELEV. "E"
—11.46
ELEV. "F"
—10.06
ELEV. "G"
—12.54
ELEV. "H"
—18.54
VALVE Box TO BE
CONVERTED WET WELL
I
f.IIfllff . .�
�1
1 •�1rfi1 if .%
f•i'f^`f�f
r
Y
0h
O
(M NU
5/8'xl 1/2• SLOT (M.)
]0•
1 /2' TWCK STEEL PLATE
COAT WRH BRUMASTIC
HOLE
RETAINER STRAP DETAIL
N. T. S.
PUMP DATA
MANUFACTURER: FLYGT SEWAGE PUMP
MODEL: C-3127 SERIES: 485 IMP.
MOTORS: 7_5 HP, 480 VOLT, 30 WIRE, 60 HZ.
PUMPS DELIVERING 100 G.P.M. AT 58 FT. T.D.H.
awl DwEA
PUMPS DELIVERING[G.P.M. AT FT. T.D.H.
AafxAE AW,aI
DATE I ISSUED FOR
8-14-02 PBCHD WASTEWATER PERMIT RFI No. 1
j
G
APRVD BY DESIGNED: R.L.M.
D.L.M.
DRAWN: T.A.F./J.W.T.
CHECKED: B.E.C.
APPROVED: D.L.M.
P.0
N.T.S.
EKISTING TOP SLAB TWO (2) FLOAT HANGERS TO BE INSTALLED
ON SIXESiMINUM HATCH COVER OF HATCH OPpING.—HANGERS SHALL BE NEC. BY
LMRNEY PUMPS OTC. NP. /Ga371-304, INSTAL
ON SNORT SIDES OF HATCH OPENING
EKIST. 6' I CONCRETE PROVIDE CUSP
WET WELL FOR PADIDDN
a• caRc sLAe � tY IIA1L
JM A RALLS PROVIDE
IMERIIEDMIE 20 F Y
-Sr RAILS ARE OVER 20 FT.. W. SEX.
CORE HOLE AND SEAL 8' V APPR
N/W1GROUT (T
E SPRING AND LEVER WITH NON—SHiNNK
GROUT I ... -
C-000 DR-14 PLC PIPE
VANTAGE PIPING SYSTEMS
OP
2' SCAN. Np
P.V.C. GRAN
NOTE
CONTRACTOR SNN.L S
FASUREO DISTANCE TOO
VANTAGE %PING SYSTEMS
FOR RISER ASSEMBLY
RETAINER STRAP
SEE DETAIL iHB TWO.
CERTA-LOX JOINT CON..
BY v N AGE PIPING SY51OW
ADAPTER C-OW
ro SCH BG
BY VANTAGE PIPING SYSTEMS
PVC CLASS 150 FIANCE
WRAP PLABTK; Sow RING
USE 4"S.S BOLTS NUTS
h WASHERS (TIN.)
DISCHARGE CONNECTION
ELEV. 'G"
a'
LEVEL NANM)
D EV. TB•
G_ A
PUMP
TYPE 'A' DROP BOWL
.EC. BY REUNER—DURAe
INC. FPABRKAIEp IN
(ATTACH WADE FBE
/4 SS 8LOTS
4'I DRILLED VENT HOLES
36148' A.UNHUM,
DOLLAR
INTCH CODER
W/1'#5 BUR CONTINUOUS
ELEV.
m
S TYP.
• (DEAL)
`- CONDUITS TO (TRADER 11 HP PUMPS
CONTROL PANEL (C USE 2' P.V.C.
SCH 80 CONDUR
10' MINIMUM
NININUN REINFORCEMENT
PER ASTIR C-478
CONCRETE
WET WELL
.-8' PVC SOR-28
QFNFRAI SPECIFICATIONS
T IS THE KIM OF THIS STANDARD TO SPECIFY A TWO PUMP SUB -
'ME LIFT STATION COMPLETE IN EVERY RESPECT WHETHER OR NOT
COVERED BY SPECIFICATION OR THESE CONSTRUCTION DETAILS.
THE SURFACE OF THE LIFT STATION AND PAVED ACCESS ROADWAY SHALL
BE SET AT PROPER ELEVATIONS SO THAT FUTURE ACCESS TO THE
STATION WILL NOT BE IMPAIRED BY FLOODING. EXCESSNE ROAD
GRAMS, BNNM WAILS OR LANDSCAPAN ING IN ANY MANNER. A BRIE
PLAN OF THEFT SATON USIZE (PLOT PVN) BNGNGPNO ALL
TOPOGRAPHICAL FTEATURES, RIGHT-OF-WAYS AND EISEMQNIS SHALL BE
BUBMTRFD TO THE DISTRICT FOR APPRCVA OF THE SRE AND AGX)M
Im CONTIGUOUS ARAS.
THE WEIWELL DRIVEWAY B INCLUDED WITH THE JOB. IT WILL BE
CONSTRUCTED PER LOCAL CODE REQUIREMENTS.
THE CONTRACTOR SHNL COORDINATE WTM AND PAY ALL FEES, DEPOSITS,
AND SERVICE COSTS TO FLORIDA POWER AND LIGHT CDRP., ro BRING
Ni EE (3) PRASE, FWR (4) WIRE 230/120 COLT (4B0 VOLTS WHEN
REWIRED) UNDERGRWNO POWER SERVICE To THE LIFT STATION SITE
THE LIFT STATION AND APPURTENANCES SILAL INCLUDE AL COUPLINGS.
ANCHOR BOLTS, % TN PING, VALVES. U.ECCAL EOUIPNEM, ETC., REQUIRED
FOR A COMPLETE WORKING RNSTAL mN.
A LIST OF EQUIPMENT INCLUDED UNDER THIS REM IS GIVEN BELOW.
THIS UST IS NOT ALL INCLUSIVE AND THE CONTRA4T'OR SHALL SUPPLY
ALL OTHER EWIPMEHT NELFSSWY FOR COMPLETE WORKING INSTAl-
ADONS THE UFT STATION SHALL INCLUDE
TWO (2) SUBMERSIBLE TYPE SEWAGE PUMPS WRH 3Qe
STAINLESS STEEL GUIDE PALS AND ALL
ACCESSORIES.
TWO (2) DISCHARGE UN ES WITH SWING CHECK VALVES,
DEZURIK PLUG OR RESUENT SEAT GATE VALVES
INSTALLED WITHIN MOMFIED CONCRETE VAVE BOx.
(SEE STANDARD DETAIL THIS SHEET)
ONE (1) PUNP//IVILGCONTROLVEL CONTROL SSTEM FOR PUMP
. LEVEL
BEC7RIOAL�P.EL. ETC. (SEE LSDE BMA) M•
GIVE (1) WET -WELL STRUCTURE WITH ACCESS HATCH.
_cmNou AW SEAL ANNULUS WITH
_ PORTLAND TYPE II CEMENT AND
S.S. PUMP ANCHOR BOLT LGC.ATIIXL
FIRE CURED CLAY BRICK 3 a' S.S. STUD EPO%1' INTO 512E k LENGTH ro HATCH PUMP
CONCRETE WET WELL FLOOR W/
M6T. TRAANECK' (TIN.) ANCHDIR BOLT SPACNNG (T1P.)
3/4' S.S. LEVELING NUTS TOP
2• S.S. STRAP WITH AND BOTTOM OF PLAT/E�r(eT\IN.)
1/2• A S.S. ANCHORS 1'I HOLE \•'/ BASE PLATE
WET WELL _ I�t•
•• P.V.C. PIPES.D.R. 26
LENGTH AS REQUIRED
SE PLATE
•.� •. .. - '.HIGH
LE DETAIL)
A . -
STRENGTH GROUT
IIS SHEET)
ST EL SDR 26 P.V.C. WELD S.S. STI TO BASE PLATE (TYP) �. PLACED UNDER PLATE
LENCASED IN RUE7).
PER
ROTATE Aw4r FRou cETNiER of PUHP wLurFs PUMP BASEPLATE SECTION DETAIL
N
j4 O 12' O.GEW. N.T.S.
1f
3 - 2' a* RING KEYWAYS REWIRED
a• G1*I
FB-LET AROUNDe
MO
BASE CIRCUMFERENCE ,. e ' T)LT
�L ti
40W PS SIRUCT. REINF. A• . O G.
CONC. FLOOR SLAB
,•. HOLE (IMP) '1113/4• THINI EL K SPLATE L
4ELEV. 'H' •' [ IB� A 4
VALVE PIT ' DE— OF CONC. ToLE
I ERED ENGBY DETNWN
_WET WELL
ILLUSTRATIVE
SECTION
(INSTALLATION
BY
TREMIE METHODI
N.T.S.
MAT
VERIFY SCALE
ENGINEER NO.: 1128
H E W S
1
INC.
CONSULTING
r—'1
CLIENT
Civil and Environmental Engineers
BAR IS ONE INCH ON
PROJECT NO.:
1475 CENTREPARK BLVO., SUITE 250, WEST PALM BEACH, FL 33401
ORIGINAL DRAWING.
RENE L. MATHEWS. P.E.
TEL. (561)478-7961 LICENSE No. E.B.-0007929
ADJUST SCALES
AS NECESSARY.
CAD REF.: 1128MO2
No. 49298
0
BASE PLATE
hmL
LEVEL BASE PLATE AS NECESSARY IN WET WELL
PUMP BASEPLATE PLAN DETAIL
N.S.S.
LOXAHATCHEE RIVER
ENVIRONMENTAL CONTROL DISTRICT DATE: AUGUST, 2002
SOUTH SEABROOK ROAD SEWER SYSTEM
SHEET: 43 of 46
LIFT STATION No. 143
PLAN, SECTION AND DETAILS DRAWING: M-2
FPL PAD MOUNTED TRANSFORMER
CONTRACTOR SHALL INSTAL PAD
PER FPL STANDARDS. SEE RISER
DIAGRAM
BY CONTRACTOR BY OTHERS
3P-1DO/100. 316 SS, NEMA 4X,
100KAIC UMMNG FUSES
SURGE ARRESTOR SQD
METER CAN PER POWER �.
COMPANYS REQUIREMENTS.
480/277V, 30. 4W PADMOUNTED
TRANSFORMER. PROVIDED BY FPL
AND INSTALLED BY CONTRACTOR.
AVAILABLE FAULT CURRENT BY
FPL 1D639A
TO FPL POLE SEE
ELECTRICAL SITE PLAN
LOAD CALCULATION
48OV, 30
DESCRIPTION
AMPS
PUMP 1 7-1/2 HP X 1.25
14
PUMP 2 7-1/2 HP
11
CONTROL TRANSFORMER
10
MISC. LOADS
5
TOTAL
40
SERVICE PROVIDED: IC/0 #3 CU
100A
4}'3,2'C C '
4#3,2'C CO2 i/
(2) 3/4'K 10' COPPERCLAD STEEL,-
11-14, 1/2'C, 6' APART, TYPICAL
ELECTRICAL RISER DIAGRAM
Y
m
z
c
m
PULL BOX PROVIDED BY FPL, SHALL
BE INSTALLED BY CONTRACTOR
20 0 10 20
Om
SCALE: 1' - 20'
DOVER ROAD
NEW POWER POLE BY FPL
ELECTRICAL SITE PLAN
FUTURE ANTENNA (BY OTHERS)
PLC/RN PANEL FUTURE Ii - FPL PAD MOUNTED
C06R TRANSFORMER
4SH.PR,1#14,1-1/4'C C04 \ II 1 C07�,
30#74,1-t/4'C COS �'� 11
1
r � I I �., —� — -� TO FPL POLE
CONTROL I ill
PANEL
SEE E-3 (I � CABLE HANGER C01
� A
O
VALVE VAULT
�77Ij-"— �A.JLT WEAL VAZIVE WORK BY
_ R OTHERS
CO2 403,2'C 1%
TYPICAL
TYPICAL
ACE -----
A /
i
L_4
2'C, FUTURE PT C09 / �
/f� EQUIPMENT RACK, SEE
2'C, PUMP CABLES C06A C068 FUTURE ANTENNA SHEET E-2 FOR DETAIL
2'C, FLOAT CABLE C07 AND RTU LOCATION W FRONT 30F ELEC
CAL
EQUIPMENT
2'C, SPARE C08
NOTE: ALL CONDUITS SHALL
BE SCH 80 PVC
5 0 5
SCALE: 1' - 5'
ELECTRICAL WELL SITE PLAN
NO.
DATE
ISSUED FOR
APRV'D BY
DESIGNED: CD
DRAWN: GH
-
CHECKED: CD
APPROVED: DGW _
C&W engineering 51018
ELECTRICAL CONSULTANTS
�°"2
WI= M7-9M Im (661) Y06-TA]
_MAT_H E W S_
CONSULTING mrc.
Civil M EnvironmentalEngineers
801 BELVEDERE RD. SUITE 215155WEST PA BEACH, FL. 33406
TEL (5G1)478-7961 INCENSE No. E.8.-0007929
VERIFY SCALE
ENGINEER NO.: 1128
CLIENT
PROJECT No.:
CAD REF.: 1128E01
LOXAHATCHEE RIVER
ENVIRONMENTAL CONTROL DISTRICT
SOUTH SEABROOK SEWER SYSTEM
DATE: AUGUST, 2002
,.
BAR IS ONE INCH ON
ORIGINAL DRAWING.
ADJUST SCALES
AS NECESSARY.
SHEET: 44 of 46
REGISTRATION NUMBERS
LIFT STATION No. 143
ELECTRICAL RISER AND
SITE PLANS
DRAWING: E-1
C & W ENGINEERING E80006245
DALE G. WALKER ELECTRICAL PE 36914
CHARLES DERI ELECTRICAL PE 17774
GR
120V
NOTE: POWER TO MAIN BREAKER 48OV, 30
MAIN L,-t.�.J MB1 Ns1 a
TO
CONTROLS
ENT p� �E�E�}�L Epp
EBVM ai VaL38lY7
PL PL PL Pl.
O (D O
RLl az
O O
O Q
KM HOA
AT
oR
cEN. ADAPTOR
ORB MCB EC8
00 0
CCB MITI M82 CR
00 0
EIM ALL PARE TO E 14 GAUGE MINIMUM.
4s0 V 1 0 NVA
XMR CONTACT
OPTIONAL LwE
I.
V .1
TO
CONTROL _ J
5 A BEHNO
BRWERS
N-BUS
�
S
MAIN i ' EMpt.
ATS-4
FLASHER
YBi N82
O O O
24 V ALT PM
%MR
RI R2 R] As
MS1 N52
RATS-12
Li
FTS-B TTS-4
NmF. WIN -0 ENTER. BAILS. SHAL E MECHWICALLY INTERLOCKED.
INFORMATION Au_D SERVICES To RE FURNISHED BY
MAUUFAC'T R R OF O IPM NT
DETAILED WUNG DIAGRAMS OF THE ENURE wsMLATION INCLUDING
NON POWER SUPPLY. PUNP MOTORS, CONTROL CIR IB. AIARN
CNWIT9 AND
C_p— "c.ONwlwDlm. HEE
DAGHAMS SwL. I�'WDESGNMM AND NECTION
IxAOMALs.
HOUR (4) COPES M DEWIED NETILATION ORNIND9 —DING
wRNIG DVDRAMS, PUMP CURVES AND NAINTENIIDE AND DPDMIING
MASONS SHALL BE susNITTFD TO THE DISTRICT AT THE TIME OF
Bw`w START UP.
THE SEANCES OF A g TOM-1RNNED REPRESENTATIVE SHW. BE
FURNISHED FOR THE LIFT STATION START UP. THE REPRESENTATIVE
SHAL CHECK ALL ELECTRIGL COMPONENTS, WRING AND PUMP
OPERATIONS.
BEBBAtBT
ME PUMP MAN UF NER SNvd1 WANBANT DHE PUNPS FOR A PODED OF
FTIE (S YEAIK _I
DME OF PUMP NUIU'A T"W'S START TE UP.
NAILfNUFRERS SHOP TABOR AND p"IIARIS IFOR THE FIRST EIDITEEII
ADNMs, THEN sox COIERAGE THRouGH THE THBD YEAR. AND zsx
OJIOLWE THROUGH THE PIRH YEAR.
PANEL
BAIL
fa
24 VAC
1
PWR FAIL
2
NIGH LEVEL
11 O.L ALA(
S
PUMP 11 FAIL
/2 OL AUX
{
PUMP /2 FAIL
#1 MSB AUX
S
PUMP RUN /1
02 MW AUX
B
PUMP RUN /2
2. NEUT
)
24Y NEUT
SPARE
B—SPARE
SPARE
R
SPAS
CPO
10
RN ORO
12VI NEUT
11
RN HEIR
I RTU SUPPLY
12
RTU SUPPLY PYIR
ALARM BELL
43T-G4-1155
WHEELOCK
R IH%RH LEVI AARH LIGHT. 1—K, 1. W Wmt M9HER.
OUTDOOR TYPE MOUNTED ON TOP OF THE CONTROL PANIC—
ALARMW/P BOX
WWB SILVER
WHEELOCN
THE PAN¢ NWL NCLUOE BwK-UP clRcunRr rG PERMIT aE PUMP TO
OPERATE I A NOPwL DwWDOM1 IN THE EVENT OF FMWRE (OPENCMOM
ALARM SIL BUTTON
90015KR3U
SOD
OF THB10P' LEVELE IEDUUTOR.
ARE PARrs N � ��� vn1H TNHf PANil NCLVOE.
BREAKER STANDOFF
I _ µaWWATOW
CONTROL BREAKER
FAL 12015
SOD
I ' PRASE NKNIrOR
DUPLEX RECEPTACLE
A COPY OF THE PAN¢ DRING DMGRAM sHAMl RE AITADHED TO THE
BREAKER
FAIL 12015
SOD
lI TOO THE 011 OUTER PN1EL DOOR. AN EXTRA COPY SHALL BE 6NEH
MAN BREAKER
KHL 36 •
SOD
SU95RTLRDNS D THESE COMPONENTS m E PE INDiID FOR
APPROVED EOML INERGMNGFABLE PRODUCTS UPON OBTNNWG
EMERGENCY BREAKER
KHL 36 •
SOD
SPECIFIC WRITTEN APPROIAL FROM THE DSIIRCT.
LIGHTNING ARRESTOR
AG6503
INTERMATIC
ACCESS wreH
THE WET-_ ACOESS HAT. S E SINGLE YEA DESKNN IRTH A
CONTACT BLK
91
SOD
WWMUM CLFM OPFNNG AT 30' .:N THE FPALE Swill E
3' . ]' , 1/♦' ALUMINUM ANGLES AHD TE LDYEA SITAR E 1/{'
DEADFRONT
ALUM
ALUMINUM OVpND PATTERN. THE LATCH SHALL E COMPLEIE YAM
ANCHOR STRAPS. ALIOw1G HOLD OPEN ARM AND COVER RELEASE.
ENCLOSURE
FORDED BRASS aR STANLE45 LIE¢ wNOES R H STAINLESS STEEL
Pus. HASP AND STMLE LOCK, RUSH TIPS HANDLES, UPPER WIN
W/DRIP SHIELD
A36H30 10" SSLP
HOFFMAN OR EQUIV.
HOLDERS AND SENSOR CABLE HOLDD¢ TE COVER SISAL BE RI(NOTE)
FORCED TO WTHSTAID A LIVE LOAD OF 300 LBS/SD. Fr, HINGES
48"x36'xt2' FOR
ROTOR STARTER NEMA SIZE
3 OR ABOVE
SNAI. E OF THE INTERIOR TYPE
INT PANEL (SUB)
SIZED TO ENCLOSURE
FL9G75
ALARM LIGHT
BASE VP-11GR
STONCO
FOUR (4) 24 COLT LEVEL CONTROL FiMT SWNTCHES 5HN1 E WSV'Im
N THE WET -WELL ro CONTRW TIE OPERATION OFTHE PUMPS WON
VARMTDNS OF LIQUID LEVEL N THE NET -WELL THE FLOAT SWITONES
FLASHER
FS126
SSAC
SHALL E WOTD-RLAY RY ANCHOR SCRNIIFC NC. SNITCHES HERMETICALLY
SEARED IN A POLYPROPYLENE CASING WIIH A FNMLY BONDED EIECTWQ L
FUSE
AGU-5
BUSSMAN
CN]lE PROTRUDING.
ITHE
GEN. ADAPTER
ALI
APPLETON
N ORDER TO ASSURE PROPER PERFORMANCE AND COMPVDWNLM OF
INTERACTING COMPOEHTS WMXN THE INTENT OF THE SPEGF1G110N5;
GEN. RECEPTACLE
W/SCREW CAP
ACR1034RS
APPLETON
THE PUMPS. CONTROL CENTER. ADC Ess MICH AND WARRANTY SHw. E
SUPPLIED BY THE SAME VENDOR.
OR
ALTERNATE
AR-1048-S22
GROUSE -HINDS
XESUM
CFI -RECEPTACLE
SIR-15-N
SLATER
ED F
RUN THE PUMPS CONTNUDUCU WITH ME MOTOR NOT SUBMERGED TOFU 30
RUNT PLUMPS IDONN TGN INTO SEANCE THE NOT SUBMERGED
UNNR FULL LOAD ro THE
WITH NO DAHFOE RTHE
CFI -RECEPTACLE
68991
LEVITON
PUMP SH— DE
MID Moron. THE PUMPS SHUT ALSO E TESTER FOR THE OISON ow
AND TON CONWn0IN5 AND SHVL IXPEAIENN A NUT POSE OF NOT MORE
MAN BREAKER
TNw 45 oFDREEs c .Boe AMBEi+r TEMPETLVLIIIE
MECHANICAL
MECHANICAL
EMERGENCY B FAKER
IND. LAMPS
1819
SYLVANIA
AMBER -LENS
710-AN
LITTLELNE
R'
MmJ
RED -LENS
710-RN
LTTTLEUTE
LUG KIT CB
PDC6FA6
SOD
4' I.M.C.RDUIO WE SUPPORT F.P.NL
T
I
MOTOR STARTER
8536 •
SOD
/RED LIGHT HIGH
/ WATER ALARM (TYP)
lIYPJ DISCONNECT METER I
CLASS TYPE
yj
OVERLOAD MODULE
9999 SO-4
SOD
ELECTRICAL INTERLOCK
9999 SX-6
SOD
�1/2"x1" GAL NIPPLE
4' we p PAN¢
4' P✓c SLEEVE
PHASE MONITOR
SLA-230-ASA
DIVERSIFIED
1-1/2" MYERS HUB
3 Ac
PHASE MONITOR
SLA-440-ASA
DIVERSIFIED
ALTERNATOR
ARB-120-AEA
DVERSIFIED
ALARM LIGHT DETAIL
PLAN VIEW
ALTERNATOR
008-120-135P
STA-CON
ELECTRICAL PANEL
CONCRETE PAD
CONTROL RELAY
SAE-A204-0-24v
AA ELECTRIC
ROUND 4' PLC CM
METER DAN G
FUSED OLSCONNECi.
WATER AAAM' IE.7 POSITION ro BE
DETERMINED ON STTE
CONTROL PAN¢
f-U.—UT SRMP (T9.1
FALL— ENDS Iry SEXED)
33— CEIERATOIi ANPTER
4' I.M.C. PRE SUPPORT
olJ MOUNT METER AND
CAN ON REAR.
NEGNT M PER CON AND-2
F.Pb W. STAHDVtD
PAN ¢ TG REST ON UNI ONI
Nm ro IIVNG FRDIM PAN¢ TABS
.3' P.0 CONDUIT ro E USED
FOR LARDER — 1BNP
.3" LAC CONDUIT TO BE USED
FOR LARGER THAN 19HP
i' PVC —IT BE USED
FOR 1W1 OR LE9x
4'
12 R PNC SLE
e ¢ �PWMEU MNCPEIE BASE
DO E
T/2 (2) 1' PVC CONDUIT A REE (1
1/2' PIC COIF TELEMETRY
FOR ENURE
(RTU.) REMOTE DSIE R UNIT.
OFCO 1Y BEYOND SIDE OR IVDK
OF cODlEE LAB.
FRONT ELEVATION
�11�I�1
ONE is �
/ L1�LJ 1GRDUNo LANE L_I__L_I
D PONm
2 - B 6 GIDUID Roos TGP
ENO TO.E 6" THROUGH
SLAB
SUEEMI POSTDHIN CONCRETE
t' P10
SIEEWS M CONCRETE
♦CLAMPED CONN. ON GROUND ROD, TO E 4' ABOVE SLAB.
AT NO TIME 6 GROUND NINE M PENETRATE CONCRETE SUB.
N.EC. REWIRES V SFPARAIDN OF DRDUND RODS
REAR ELEVATION
CONTROL RELAY
KRPAI IAN-24V
POTTER h BRUMFIELD
8 PIN SOCKETS
SR2P-O6
[DEC (TYP)
> 4' PVD OAP LAMP SOCKETS INC.
31099
IJTnZLITE
(I P.)
SURGE CAPACITOR
908-BBB-301
C.E.
BE11 HOA
9001SKS438
SOD
ALARM TERM STRIP
CLASS TYPE
SOD
DANEEDT STRAPS. FLOATS TERM STRIP
9080 GR6 (4 SEC)
SOD
THERMAL TERM STRIP
9080 GR6 (8 SEC)
SOD
RATS TERM STRIP
9080 GR6 (4 SEC)
SOD
THERMALS OVERLOADS
9080 GR6 (12 SEC) SOD
CONTROL TRANSFORMER
KF75D23
SOD
-4' TK. COD. CONTROL TRANSFORMER
B075LP7JK
MICRON
FLOATS (NORMALLY OPEN)
50 FT. ROTO-FLGAT
ANCHOR SCIENTIFIC INC.
>
FUSED DISCONNECT
{STAINLESS STEEL)
NEMA 4X12401600)
SOD
DISCONNECT
OOAMP MIN.
WITH SOLID NEUTRAL ASSY,
SOD
A.I.C. RATED D
TO F.P.L. SUPPLY DISCONNECT
NEMA 4X (240/600)
CUTLER HAMMER
{' MaF.vr
(STAINLESSSTEEL)
TRANSFORMER
T-2-53010-S
ACME
48Ox1 0 1.0 KVA
ELASPED TIME METER
MODEL 7-10
STEMCO ENGLER
NEUT 8LK
NOTE: • SIZED BY HORSE POWER
NOTE: ALL CONDUITS SHALL BE SCH. 80 P.V.C.
NO.
I DATE
I ISSUED FOR
APRV'D BY
DESIGNED: CD
DRAWN: GH
CHECKED: CD
—
APPROVED: DGW
C&W engineering 51018
ELECTRICAL CONSULTANTS
(� CONCRESS A ("°x,B „x,
MAT H E W S
� CONSULTING INC.
CwilmidHnvimnmenudEngineen
1601 BELVEDERE RD. SUITE 215S, WEST PALM BEACH, FL. 33408
TEL. (561)478-7981 UCENSE ND. E.B.-0007929
1
VERIFY SCALE
I ENGINEER NO.: 1128
CLIENT
PROJECT No.:
CAD REF.: 112BE02
LOXAHATCHEE RIVER
ENVIRONMENTAL CONTROL DISTRICT
SOUTH SEABROOK SEWER SYSTEM
DATE: AUGUST, 2002
1"
��
BAR IS ONE INCH ON
ORIGINAL DRAWING.
ADJUST SCALES
AS NECESSARY.
SHEET: 45 of 46
REGISTRATION NUMBERS
LIFT STATION No. 143
ELECTRICAL CONTROL PANEL
AND DETAILS
DRAWING: E-2
C k W ENGINEERING ESOM6215
DALE G. WALKER ELECTRICAL PE 36914
CHARLES DER! ELECTRICAL PE 17774
0
Scale: 1 /8"=X
•N1•
O
CONTRACTOR TO WOW WITHHGFEGW YU O has A1E N2 /
EXISTNG TUCGAIF GT/
Td
ANYAN / l
/ FENCE
12 PINE 9CCA
BUSH
aPALM 16 PINE
I-ALM ALLAte OTHER
R P STRILMS T MAD P 1, BAL
Wr
NATURAL
ALL On®t PALMS TIE Fld?DS glr
HATIRAL anti ttCFE.
3
�• i STEEL GAD! TO HOLD CT. 00 N N PLACE
:✓ I "IT"
TO 11A b PROJECT. , DO NOT NAIL
SHALL E TO LOCATED
100111 A tYTTGM
141111 a L 6 PAL N RELATION TOTHE
\ 181OINT OF THE PALM FOR ADEQUATE SMAGNG
I &TEEL BAND
Iix S-n'x4,469 WOOD e%Tn"
j I LAYERS Wall
— s' MULCH
e' GSR111 AAuq!R
S� BACK NLL asiH QeI6frUL SOL
Tali 0.1-FoADE
NO SCRAPED OR ` T,
MHL 1-ON 49 WOOD BRACES —
NAL RrO BATTWE aV 2" NAIL,
It Noi TO' US OF DUSLANa
F P U NT
2Ox4'124' AB0vil!
D STAKE
S' IRB'IAN M CE A OvL
THESURFACESFACE
In TE aaD'TN cT la?OT MALL (TTP) I I I
=1 O IdOr BALL
PALM PLANTING DETAIL
IN
SYM
QTY
BOTANICAL
COMMON
SIZE
SPACING AND SPEC.
NATIVE
Bs1
12
BOUGAINVILLEA SPECTABILIS
BOUGANVILLEA PURPLE
#10 TRELLIS VINE, 3-4' HT.X 34' SPRD.
5' O.C.
C12
42
CHRYSOBALANUS ICACO'HORIZONTALIS'
DWARF COCOPLUM
#3 FULL
24" O.C.
YES
QV
1
QUERCUS VIRGINIANA
LIVE OAK
16' HT X T SPRD, 8.5' C.T., 3-CAL. MIN.
AS PER PLAN
YES
SB
3
SABAL PALMETTO
SABAL PALM
10-18' O.A.,Booted
AS PER PLAN
YES
Td
110
TRIPSACUM DACTYLOIDES
FAKAHATCHEE GRASS
#3 FULL
4' O.C.
YES
Floratam Soli Contractor shall replace all sod that is damaged
during construction and a 5' width along new plantings
Sq. Ft.
VERIFY QTY
Cypress Mulch 1
3" Thick
VERIFY QTY
JOB CONDITIONS:
MATERIALS LIST'
Any building construction material or foreign material shag be removed from planting areas
Landscape Conre trector, shall be responsible 7w verifying all quantities for materiaown l shon
end replaced with acceptable top IW.
drawings prior to submitting a bid. Planting plan shall take precedence over the plant list
Care shag be taken not to disturb or damage any underground construction or utilities. Any
Final quantity of sod and mulch shag be verified.
damage to these facilities during the planfing operations will be repaired at the expense of
SUBSTITUTIONS'
the Landscape Contractor in a manner approved by the Owner. Writers underground
No sube*utions shall be made without the approval from the Landscape Architect -dim
obstructions wgI not permit the planting materials in accordance with the plans, new
the Owner. Intended substitutions shag be indicated on the bid.
locations shall be approved by the Landscape Achaect
MEASUREMENTS:
Landscape work "hall be coordinated with the landscape inigation work. Landscape
Canopy Treas. Height shall be measured from the ground to the average height of canopy.
Contractor shag ensure that no Paintings with interfere with the proper coverage. Landscape
Spread shag be measured to the and of branching equally around the Gown from the
Contester :hap point out situations where minor adjustments or relocation or addition of
center of the trunk. Caliper (d.bh.) will be measured 4'i' above grade.
sprinklers heads may be most barefoot for the landscape work as a whole.
Shrubs- Height shall be measured from the ground Spread shall be measured to the end
PLANT MATERIAL.
of branching equagy around the shrub mass.
end size shall conform to those indicated on the drawin Plant species its Nomenclature
Palms Gear trunk (C T) shelf be measured from the pound to the point where me mature
h M f to STANDARDIZED PLANT NAMES LATEST EDITION at At plant materiel
aged sunk joss the immature or green pan of the trunk or head.
h N be -in accordance with GRADES AND STANDARDS FOR NURSERY PLANTS, latest
Overall height (DA) shag be measured from the pound to the tip of the unopened bud
edition Published by the Florida Department Agriculture and Consumer Services AN plant
IRRIGATION
not otherwise specified as Florida Fancy, or Specimen, shag be Florida Grade Number 1 or
CONTRACTOR SHALL PROVIDE 100% irrigation coverage.
better se determined by the Flodde Grade Plant Industry. Specimen means an
GUARANTEE:
metrical htI -knit lam so trained or favored in It development
exceptionally heavy, symmetrical, Oil y p P
All new plant materuls shell be guaranteed roc one year from the time of acceptance and
mat its appearance is unquestionable and outtandingly superior in form, number of
shall be aWe and in satisfactory growth for each specific kind of plant at the and of the
branches, comparclneas and symmetry. AI plant shall be sound, hearty, vigorous, well
guarantee period. The Landscape Contractor shag not be responsible for damage caused
of disease and insect eggs and and shag have adequate root
branched and freelarvae
by vandalism, Violent wmd slorrrw or other acts of God beyond wnhol. Replacement shell
Trees and shrubs for planting rows shag be uniform in size and shape. AM system.tl
ysp 9 o Pe
six 1fR from date o(instagation.
Lands within Mo weeks of rejection and guarantee pan
materials shall be subject to approval by the Landscape Architect . More any requirement
Landscape Contractor shag repair damage to other plant or lavms during plant
e omitted from the Plant List, the plant furnished shall be normal for the variety,
replacement at no additional cost.
All container grown material shall be healthy, vigorous, wegtooted plant and established
MULCH:
in the container. The plants shall have tops which are good quality and are in le healthy
In shall not contain stick, 1/4" in diameter or stones. Trees shall be mulched within 24
growing condition. An established container grown plant shall be transplanted into a
hew. with 3" of mulch covering enure root ball.
container and grown in that container long enough for the new fibrous root to have
SOD:
developed enough to hold the root mass together when removed from the container. Root
Aj sod shell be installed in such a manner that More is an even surtaCe, staggered pattern,
bound plant will not be accepted.
Sod will be green in color and in good health. NO overlap, gaps, damage, Insects, disease
Water for planting shall be available at the site and will be provided by the Owner. Sae
and leas than f D % chlows's will be permitted. All gaps will be filled with dean native soil.
water shall be vedfed by Contractor prior to submission of bids.
The use of natural material to strongly encouraged for balled and burlapped plant. AN
synthetic material shall be completely removed from root ball PRIOR to chilling.
At time of bid, Contractor shall submit a wnaen schedule of all sources for coconut palms
a wag as seed sources for coconut. Coconut shall be ceNfied Malayan Green with a
certified seed source from Jamaica.
TREES:
WIDE, 01007K P .,n.i p
`
The most critical factor for selecting a healthy Florida Number 1 has is the structure. This
STURDY PLASTIC Olt 1rgaggagaighat
h.
consists of one central main trunk and leader. Branches are considered competing a they
TO PROTECT THE "FILM a
re 213 the diameter of the leader or greater Competing branches may be acceptable a
999�}}qqq+++yyyE °
they occur above 50% of the overall height of the tree. Caliper of tree should meetWIM
specifications. Leader (center trunk) may have slight (�l5 degree) bow (Tabebub caraibe
excluded), but must be intact with apical (leading) bid.
E.yKF1.111KIBLE,
STUDY, PLASTIC Opt R Es'l t 9
allYM MATERIAL, AS
Branches should be spread evenly (staggered, alternating) through the tree branches
IffCOFM'@D® BY THE o�
spaced no dotter than 4".
WIVERSRT Or RORDA o
`-T
Canopy should be WII to specification, with little or no openings or holes. A thinning canopy
INSTITUTE CP FOOD AND
will be taken into consideration with field dug plant material.
AGRICULTURAL 6CMI CES
Trees should have no open wounds or damage, flush cuts, chlonoeis, shorter or taller man
L d,
fled height, girdling t underarm rose root ball, crosein branches, smaller than
specified gh , fit g roe s, un g
ormal leaves.
S' Ma.CH
AI tries hag be Installed slightly above grade (1 to 2") and ,acutely staked 0 such a
manner s not to damage the tree. Mulched with 3-4" inches quality mulch, stem will be
RGn�I/S � E TOP 4P
free of mulch within me first 4'. Root ball tying ropes removed from trunk and top of tool
ball.
MULTIPLE TRUNK TREES:
3 - 2' X T gDW STAGS,
Trees having no distinct leader. Trunks on these tress should not be touching and free of
EO' LONG, OR S - GALVANIZED STEEL
,IMF
damage and simtiler in size. Canopy should be fug and uniform-
STAGS, 24' LOIO, WITH STA9ILMER DUCE
RELOCATED TREES:
These bees y not conform to grades and standards, yet do have quality criteria which
1
GAYS OEATM THAN 2'-O' N DIAI'ETER
effect the health, longevity and safety of the tree (and person which may contact tree). The
EHALL SIT ON MOUND OF UNDISTURBED SOIL
�
is NOT meant W be a guideline for transplanting trees, but rather the criteria by which
TO PREVENT SETTLNG GALLS AMALLJI R T"AN
-
relocated trees will meet Town, County, State or governing agency guidelines. Trees which VAY MAY SR CN COMPACTED EARTH.
iequte excessive pruning should NOT be used. Damaged or dead relocated trees will be
STAKING'.
Landscape Contractor to suggest alternate means of staking for approval with Landscape Architect If staking methods shown are not feasible due
to she condlgons.
FERTILIZER:
Manutcwrer's Specilicabon: Submia manufacturer's specification sheets) for approval of product. Submit lags from bags of ferigizer used m site
to the Architect. Submit copies of me manufacturer's specifications or analysis of all ferW¢er for approval.
New Trees, Transplanted Trees, Palms, Shrubs and Ground Cover (Container): Unless otherwise specified on the plans• ferWlze with Agdform
planfing tablet, 20.10-5 formula, 21 gram or equal per manufacturers recommendation.
Fenikzer for Existing Trees to be Transplanted: Shall be a water soluble fertilizer having a 20-20-20 analysis such as "Peters' RoWi sionar or
equal.
Composltlon and Dusky, All fertilizer shall be uniform in composition and dry. Granular lath( er shall be see flowing and delivered in unopened
bags. Tablet fertilizer shall be delivered In unopened containers or boxes. All bags, containers w boxes shall be fully labeled with me
manufacturer's analysis.
All shall comply with the State of Florida fertilt— laws.
CLEANUP
Landscape Cc bactor shall at all times keep job site clean and tee from accumulation of waste material debris and rubbish
INSPECTION.
Upon carman request from the Contactor, Ovarer andlor Landscape Architect shall perform inspection to detemdne completion of Contract.
ACCEPTANCE:
Following inspection, Contractor will be notified, in writing. by Owner andlor Landscape Architect of acceptance of completion with regards to plant
material and workmanship according to Contract.
TIE T1AM LEADERS TO PENCE
WTEAND ETAEaESS
STEEL 111V EYE MOLTS
(WILE
LEAVM TES LODGE TO ALLOW
FOR O OWT,4 OF GRiIIW
TRELLIS
O OGtT
y
O
AGRFORT TAGLET(S) �-` "
REMOVE P APIM PLASTIC OR METAL
it TO S) L'ERPT O
CONTAIER THAT MAY BE AROUND
FERTILIZATION WITH N7
/PEC49CATIONS
'tea
o
6sIX PILL MDCTU E, ORIGINAL SOIL 6
0
TOP OF DAL. E481 WT1 GRADE
INCH. 0 TO GE LKWLT TAT=
WITH HADS, PLANT MIN TO OE
l' MgY.OH
IMMEDIATELY WATERED AFTER(1, �,
' EARTH SAUCER
MENG PLANTED TO PMIIO E
AR PCCKSM
•• . /�
ORADE
mOSTPYi S{EtlRaDE
\
BALLS OIRBATER THAN 2'4V N DIAMETER
POW AT WHIGH SPECFED rOYERALL —
MULL On ON MCIND OF UNDISTURBED
TR@ MEIM{T IS MEASURED NTYPIGAU
WW TO PREV187f SETTLNO, MALLS
TIP$ CALIIalR GWALL BE MEASURES
NOES FROM THE GAO'VD ON TIttlES UP
SMALLHt THAN 2' MAY MT ON GO'TAGTM
SOIL DIAMETER OF HOLE MULL BE MIL
TO AND NGLIDEki 4 NCIES N CALIPER
I'-0' 154CaER THAN DIAMETER OF GALL
AND 12 INCURS ABOVE THE MROUND FOR
TRIBE
VII1E TO FENCE PLANTING DETAIL
—S' EARTH SAUCER
EXISTING Sim diRAGE
PACK PILL MIXTURE. CLEAN 11461`143k FILL
INLEM OTHERWISE SPEGFIE GT LA.
a4OR1aOR'i TABLETS
VERFT FERTILIZER Wr a,.
raplecetl with appropriate number of caliper inches and species equal to relocated or dead DL4PUTM OF HOLE SHALL NEC 2a SPECIFICATIONS
tree, as approved by the Landscape Architect, THE D W'ETER OP ROOT BALL D
Na more than 20 %of the foliage should bit removed for any reason (excluding Sabel TREE PLANTING DETAIL NOT TO SCALE
Palm). Trees shouts be corrected for any structural detectbor, touching branches, dead �+b p
ratting wood, V-shaped branching w branching whip they effect human Safety Issues post Ala1RE'ORT TABLET(SJ TI TO E)
relocation. Topping a relocated free ls not acceptable. VERIFY FERTILIZATION
Damage to the trunkrbmnchea will not exceed 10%of the trunk diameter and 2" in height ULSPECFICATICNS. 4�4
Any major limb or canopy pruning will be qualified and performed by a Certified Arburlst. d a 1 0
GACX FILL -1 1 CLEAN EMSTNG PILL
b UNLESS 0Ti4EfaLI6E SPECPW BY LADSGAPE ARCHITECT
1t@'IC'A PAPER PLASTIC OR META_
CONTAINER THAT MAY GE AROUND
ROOTS F PLANT IS N EIYRAP, LEAVE
BURLAP N PLACE AT PLANTNI
S. M1UN
-S' EARTH SAUCER
-FINISH CORADE
-TOP OF BALL V TO 2- ABOvE GRADE
-DUSTING Suits GRADE
15ALLE COMATER TWIN 2'-C' IN DIAMETER
" f -� BI1N1 SIT CN MOUND OF UDIST REED
l SOIL TO FRIEVENT SERLRYa GALLS
SMALLER THAN 2' MAY SIT ON COMPACTED
S' MR. !TYPICAL) SOIL DIAETER OF HOLE SHALL BE MR
I'-0' Br tii1 R THAN DIAMETER OF MALL
SHRUB PLANTING DETAIL NOT TO SCALE
NO.
I DATE
I ISSUED FOR
APRV'D BY
DESIGNED: S.F.H.
ROY-FTSE-IER
wssocures. sac.
MATHE
SCALE: AS SHOWN
ENGINEER NO.: 1128
LOXAHATCHEE RIVER
DATE: AUGUST, 2002
twrmscw>3
1AXDlt:.cltlu
smLAND
W S
1•
ENVIRONMENTAL CONTROL DISTRICTARCHT
DRAWN:
S.F.H.
PiLkNNING
CONSULTING INC.
CLIENT
SOUTH SEABROOK ROAD SEWER SYSTEM
SHEET: 46 of 46
- -- -- --
CHECKED:
J.R.C.
Civil and EfivilonmentalEngineers
BAR IS ONE INCH ON
PROJECT NO.:
LIFT STATION No. 143
---
3E TBOURYTA MM
FL
1475 CENTREPARK BLVD.. SUITE 250, WEST PALM BEACH, FL 33QI
TEL (561)47e-79E1 LICENSE No. E.B.-0007929
ORIGINAL DRAWING.
ADJUST SCALES
CAD REF.: 1128L01
LANDSCAPE PLAN AND DETAILS
DRAWING: L—t
- - -
APPROVED:
C.R.F.WOWT��
747 340
AS NECESSARY.
N89° 42' 54" E 119.
0'
1. 9'
2. 0'
20'
v
I —
CD
_I
w
z
3
WOOD
POWER
POLE'
MAIL
BOX
fD
WATER
METER
N
Q
Lri
N
9-71
N890 42' 54" E 120. 00'
ALSO FOUND
* 5 IRON ROD
( 0. 18' N. 0. 29' W)
ASPHALT P I VEPS I DE DRIVE
BST MA I L CONC.
WATER BOX DRIVE
METER
COPPER
VALVE
WOOD
POWER
POLE
MAIL
0`BOX
PVC
BRICK
SSCO DRIVE
D ❑
WATER 6--COPPER
VALVE VALVE
2. 3'
6C'
''Q
L-6
`V
I"
�;
0
co
N
Q3
z
2. 0'
FENCE
0. 7' NORTH
J
w
LEGEND
N ZERO LOT LINE SIDE OF UNIT
FOUND 5/8" IRON ROD/CAP LB + 2799
SET 5/6' IRON ROD/CAP LB 2799
0—) POWER POLE & GUY
CL CENTERLINE
P. C. POINT OF CURVATURE
COV. COVERED
CONC. CONCRETE
ELEV. ELEVATION
N F. F. F I NI SH FLOOR
FP&L FLORIDA POWER & LIGHT
WM WATER METER
C. B. S. CONCRETE BLOCK STRUCTURE
SSCO SANITARY SEWER CLEAN -OUT
BST BELLSOUTH TELEPHONE
CTV CABLE TELEVISION
CHB CHORD BEARING
CHD CHORD DISTANCE
X— WIRE FENCE
WOOD FENCE
LEGAL DESCRIPTION
LOT 2, LESS THE WEST 20.00 FEET THEREOF
AND LOT 1. LESS THE EAST 60.00 THEREOF,
ACCORDING TO THE REPLAT OF RIVERCREST AS
RECORDED IN PLAT BOOK 21, PAGE 97, PUBLIC
RECORDS OF PALM BEACH COUNTY, FLORIDA.
SUP VE YOP' S NO TES:
I NO ATTEMPT WAS MADE TO LOCATE BELOW GROUND SURFACE IMPROVEMENTS.
SUBSURFACE AND/OR AERIAL ENCROACHMENTS IF ANY, WERE NOT LOCATED.
2) NO TITLE POLICY OR COMMITMENT AFFECTING TITLE OR BOUNDARY TO
THE SUBJECT PROPERTY HAS BEEN PROVIDED. IT IS POSSIBLE THERE
ARE DEEDS AND EASEMENTS, RECORDED OR UNRECORDED, WHICH COULD
AFFECT THIS SURVEY AND BOUNDARIES.
3) BUILDING TIES AND BUILDING DIMENSIONS SHOWN HEREON SHOULD NOT BE
USED FOR THE PURPOSE OF DETERMINING THE PLACEMENT OF FUTURE IMPROVEMENTS
4) CONTAINING 14975 SQUARE FEET OR 0.344 ACRES, MORE OR LESS.
EDWARD R. GLENDINNING
THE SPEAR GROUP
I HEREBY CERTIFY TO EACH OF THE ABOVE THAT A SURVEY OF THE PROPERTY DESCRIBED
HEREON WAS MADE UNDER MY SUPERVISION AND THAT THE SURVEY MEETS THE
MINIMUM TECHNICAL STANDARDS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL
LAND SURVEYORS IN CHAPTER 61G17-6, FLORIDA ISTRATIVE PUR ANT TO
SECTION 472. 027, FLORIDA STATUTES. ' ►i
OCTOBER 15. 2001
DATE OF FIELD SURVEY N W. DAILE 7-----
DAILEY AND SOCIATES, INC.
FLORID NO SURVEYOR NO. 2439
THE PROPERTY DESCRIBED HEREON IS AS FURNISHED AND NO SEARCH OF THE PUBLIC
RECORDS OR DEVELOPMENT REGULATIONS HAS BEEN MADE BY THIS OFFICE. THIS SURVEY
IS NOT VALID UNLESS SEALED WITH AN EMBOSSED SURVEYOR'S SEAL.
DRAWING
INTER- REVISIONS:
USE SURVEY 10/15/01--
IINTER-OFFICE USE ONLY)
FtYPE OF SURVEY: BOUNDARY
ELEVATION DATUM: N. G. V. D. i929
FLOOD ZONE: aB' 120192 0106 8 DATE 10/15/82
BASIS OF BEARING: SOUTH LINE OF PARCEL
BEING N 69' 42' 54" E
DAI L.EY
AND ASSOCIATESINC.
SURVEYING S MAPPING
112 N. U. S. H I GHWAY No. 1
TEDUESTA, FLORIDA 33469
PHONE' (561) 746-8424
SCALE: 1' - 20'
DRAWN BY:
FIELD BOOK: ATT. TO WORK
JOB No. 87-41714