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CONSTRUCTION DRAWINGS
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SEBASTIAN FLORIDA
MARCH 1989
INDEX OF SHEETS
1. TITLE SHEET
2. WATERMAIN
3. WATERMAIN
4. GRAVITY SEWER
5. GRAVITY SEWER
6. GRAVITY SEWER
7. WATER DETAILS
8. SEWER DETAILS
9. PAVING AND DRAINAGE DETAILS
10. OFFSITE UTILITY CONNECTION
OWNER
DR. HENRY A. FISCHER
P.O. BOX 68
SEBASTIAN , FLA 32958
(407) 589-5337
Masteller & Moler Associates, Inca
CONSULTING ENGINEERS LAND PLANNERS
Post Office Box 7B1045
Sebastian, Florida 3297B-1045
(407) - 589 - 4800
RECORD DRAWING
EARL H. MASTELLE R , P.E.
FL. 26658
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5
7/ /90
REVISED PER AS QUILTS
QAF/S F.
SHALL BE BLUE OR APPROVED EQUAL.
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CONSULTING
Post Office Box 761045
ENGINEERS
LAND PLANNERS
2
9-21-89
REVISED WATER MAIN CONNEC710N
Jv/R o.
1
7-17-85
REVISED SHEET NUMBERS
SWDRH
NO.
DATE
DESCRIPTION
DR/APP
REVISIONS
Sebastian, Florida 3297B
-'1045
(407) - 5®9 -
4BOO
mm
SEBASTIAN
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UTILITY PLAN
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CONSTRUCTION DRAWINGS
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I HEREBY CERTIFY THAT THE AS -BUILT
INFORMATION SHOWN WAS GIVEN TO US BY
JAMES A. FOWLER, P.L.S. #3435 AND IS
TRUE AND CORRECT TO THE BEST OF MY
RECORD DRAWING JUNEL�DGE . SURVEY WAS COMPLETED ON
1990.
N
DRAWN �.
CHECKED IVI. —7.
"Title to all documents which Dear the copyright
oC Masteller Moler Associates, Inc. 1■ seated
DATE
solely in Mut teller L Moler Msoc Ltes, Inc.
Thee docuunl are provide" to the owner
solely in connection with this pro]cct. Any
other use or reuse of these documents or any
W.D. 8131 S 5
reproduction display, sale, or other dispos l tlon
SCALE 1 �� = So'
FLORIDA
oC these documents by anyone Ss es p—sly
prohibited without consent of Masteller a
Moler Associstes. Inc. pursuant to the Federal
opYright l.w.
t
�" 7 U
.�.
EARL H. MA S EL L E R , P.E. FL. 26658
SHEET z O. to
DWG. NO. 8!E) 15 S
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SHALL BE BLUE OR APPROVED EQUAL.
5 790 REVISED PER AS GUILTS BAF/SFM
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Hosteller & Moler Associates, Inc.M
3 10�89 REV�SE� PER 1.R.Co_ PERMIT COMMEr�TS `MJp EH
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1 7-17-84 REVISED SHEET NUMBERS SRS/DRH
NO DATE DESCRIPTION DR /APP
Post Office Box 781045
REVISIONS Sebastian, Florida 02878-1045 (407) - 589 - 4B00
SEBASTIAN
M A.-rc. H Iw_ 1 N F- A— A
M/',-Tc.H L)tvE - SEA. ABovE
UTILITY PLAN
for
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CONSTRUCTION DRAWINGS
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I HEREBY CERTIFY THAT THE AS -BUILT
INFORMATION SHOWN WAS GIVEN TO US
BY
DAMES A. FOWLER, P.L.S. #3435 AND
IS
TRUE AND CORRECT TO THE BEST OF
MY
O D DRAWING
KNOWLEDGE. SURVEY WAS COMPLETED
ON
DUNE 4, 1990.
DRAWN C . �. ,7
'Title to all document. which hear the copyright
Of Me -teller L Mo
oler Aoclate.. Inc. fa vested
CHECKED
eolely in "..teller & Moler A..oclate., Inc.
DATE 3 8`D,
Threw document. are provided to the owner
eolely In connection with tom. project Any
other u.e or re uee of three do—mente or any
reproduct Ion dlepl ay, Bale, or other dlepoeltion
W.0. g5 1 "-2S ^�
of the.e document' by anyone 1. e.pre.e ly
SCALE I" =So
prohibited without con.en[ of Maaeller d
Moler A..oc1a[e., Inc. pursuant tc, the Federal
� ! i / .
,... '.
FLORIDA
c opyrlght law..
1
`:
EARL H. MASTELLER , P.E. FL. 26658
[DWG.
SHEET 3 OF IO
I
NO. e!E-5 IS s
CONS TRuc r a"xe' f WET TRAP
Ti•IPv nG VALVE ! VALVE 9Alt
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VIEW DRIVE
ALL PVC PIPE FOR WATER MAINS SHALL BE
THICKNESS CLASS SDP-18 MEETING A►w,% C900 AND
SHALL RE BLUE OR APPROVED EQUAL.
M Masteller & Moler Associates, Inc.
M CONSULTING ENGINEERS LAND PLANNERS
1 11.90 ADDED-1RENYDRAN7- PEP X. R. CO. f7EQUEST c%/Hlz)RN
NO DATE DESCRIPTION DR /APP Post Office Box 7B1045
REVISIONS Sebastian, Florida 32978-1045 (407) - 5B9 - 4B00 SEBASTIAN
WATER MAIN
for
f�06_O lt�l—�Ii�jO l�4L-F--�
RECORD DRAWING
SAND LAKE PARK
FLORIDA
LEGEND
WATER MAIN TO BE CONSTRUCTED W/4Z" MIN. COVER (TYP)
W EXISTING WATER MAIN
04 PROPOSED GATE VALVE W/ VALVE BOX
EXISTING VALVE
FIRE HYDRANT, 6"0 GATE VALVE W/ VALVE BOX & HYDRANT
TEE W/ CONCRETE THRUST BLOCK
RESTRAINED JOINT TEE W/ CONCRETE THRUST BLOCK
RESTRAINED BEND W/ CONCRETE THRUST BLOCK
---�• PLUG, BLOW —OFF & TERMINAL CONCRETE THRUST BLOCK
REDUCER
1 "0 SERVICE LATERAL W/ METER BOX
2"0- SERVICE LATERAL W/ (2) METER BOXES
a EXISTING SOUTHERN BELL BURIED CABLE
C°TM EXISTING FLORIDA CABLEVISION BURIED CABLE
RIGHT—OF—WAY LINE
NOTE
EXISTING WATER MAIN INFORMATIONOBTAINED FROM AS-BUILTS PREPARED
BY H.P. ARIAS & ASSOCIATES.
CONTRACTOR SHALL RETAIN A LICENSED PROFESSIONAL SURVEYOR TO
PERFORM CONSTRUCTION STAKEOUT SERVICES ON THIS PROJECT.<
CONTRACTOR MAY ELIMINATE BENDS ON WATER MAIN AS LONG AS MAXIMUM
DEFLECTION ANGLES ARE NOT EXCEEDED.
"Title to all document• which Dear the copy
righC
of Masteller a Moler Maocfates, inc. 1s vested
solely Sn Masteller • Moler Associates, inc
Thcee document• are provided to the owner
solely o connection with this project. Any
other use or reuse of these documents any
reproduction dlapl ay. sale, or other diepo., t ion
of these documents by anyone is expressly
Prohibited without by
of Masteller t
Mole Associates, inc. pursuant to the Federal
opyright law."
EARL H. MASTELLER , P.E. FL. 26658
DRAWN
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CHECKED
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DATE
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Masteller
W4
rM CONSULTING
Post Office Box 7B1045
Sebastian), Florida 32876
& Moier
F NGINEERS
1045
Associates, Inc.
LAND PLANNERS
(407) - 5B9 - 4B00
DRH
JJN/DRAI
.MJp`DR H
DR/APP
SEBASTIAN
GRAVITY SEWER
for
,I&HD Pm,&K
CONSTRUCTION DRAWINGS
RECORD DRAWING
I HEREBY CERTIFY THAT THE AS -BUILT
INFORMATION SHOWN WAS GIVEN TO US BY
JAMES A. FOWLER, P.L.S. *3435 AND IS
TRUE AND CORRECT TO THE BEST OF MY
KNOWLEDGE. SURVEY WAS COMPLETED ON
JUNE 4, 1990.
1S
10
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DRAWN C J F
-Title to all documents which bear the copyright CHECKED "JD
or Mae teller a Moler Associates, Inc. is rested
! solely in
Mastel ley t Moler Assoc fates, tnc-
These document• are provided to the owner DATE 3 8`�
solely in connection with this protect. Any
other use or reuse or these documents any W•O• e p ` 1 S S
reproduction dlsDl+Y. sale, or other dteDoei[lon
or these documents er anyone 1s e: press ly I
prohibited without consent Or Masteller a $GALEvEK-T-. I
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I HEREBY CERTIFY THAT THE AS -BUILT
INFORMATION SHOWN WAS GIVEN TO US BY
JAMES A. FOWLER, P.L.S. #3435 AND IS
`A/
SEWER
GRAVITY E E R
TRUE AND CORRECT TO THE BEST OF MY
WAS COMPLETED ON
�7 d r
L4DG199p
RECORD DRAWING JUNE
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4
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& Moler Associates, Inc.
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all e.t lay Inc
DRA"
DRY G J F
Mao
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DATE 3 89
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CONSULTING
ENGINEERS LAND PLANNERS
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e e
el —lawaick
of 1y 1..r o IYt.r eNmolar., to ..:<
solely to iwteltl a 11, 1 e.e•ctet1 In<.
Ttoae Ncaments are p Trees to tie owner
solely in cetwcusn eui tits pvlsctAll
of Mr rN or reae of tieN eoc wwta or any
L'
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i
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w.D. c13 9 ) ....J S
7-1
R ISED SHEET (V MBERS
S
CONSTRUCTION DRAWINGS
np+•.ctton tlplay, sue, or otter Hspeatttoo
of tie.e ..c....�t.., M� t. .aft"rly
pottettss subset tewwnt ar wtetlor a
haler MMcletee, Iwc Mr.wwt to tie ►Neral
_
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/APP
SHEET 5 � 10
N0.
DATE
DESCRIPTION
DR
`.f, /� C
POaT Office I(�A �(iX �e�o-Fa 7
Sebastian, Florida 3287®-1045
(407) - 588 - 4800
SEB,ASTIAN
FLORIDA
t e.yrtsa t...- -
EARL H. MA ST EL L E R, P.E. F L. 2 6 6 5 8
REVISIONS
� ,�. �91 S S
THIS IS THE ONLY FLUSHING METHOD APPROVED
BY THE INDIAN RIVER COUNTY DIVISION OF
UTILITIES SERVICES AND FIRE DEPARTMENTS
SINCE OTHER METHODS DO NOT REMOVE LARGE
ROCKS, CANS, BOTTLES, AND OTHER DEBRIS FROM
MAINS. ALL FIRE HYDRANTS AND DETECTOR CHECK
VALVES MUST BE INSPECTED AND TESTED TO
ASSURE NO SUCH FOREIGN OBJECTS ARE IN THE
FIRE FLOW.
OTHER METHODS FOR FLUSHING MUST RECEIVE
APPROVAL FROM THE UTILITY.
VENT T0------,,,
ATMOSPHERE
CORPORATION STOP
EXIST. MAIN
BEND B1 PIPE MAY BE USED
FOR FULL FLOW
F LUSHING
i ANEW WATER MAIN
NEW GATE VALVE
(MAYBE REMOVED AFTER
EXIST. OR NEW ALL TESTS)
GATE VALVE LIMITS OF FLUSHING
NOTES:
I. 00 NOT REMOVE TEMPORARY CONNECTION AT CORPORATION STOPS ON NEW MAIN
UNTIL FILLING AND FLUSHING AND TESTING HAVE BEEN COMPLETED.
2. PROVIDE ALL NECESSARY THRUST BLOCKS AND OR OTHER RESTRAINTS.
3. PLUG CORPORATION STOP WITH PVC PLUG WHEN ABANDONED.
4. COUNTY PERSONNEL SHALL AFTER PROPER NOTIFICATION BE PRESENT FOR ALL
FLUSHING ACTIVITIES IN ORDER TO OPERATE ALL EXISTING VALVES. VOLUME OF
WATER USED DURING FLUSHING OPERATIONS WILL BILLED TO THE CONTRACTOR
AND TO VERIFY FULL PIPE FLUSH.
FLUSHING CONNECTION
)J.T-S.
`7
GRADE
30" MIN.(DI.P)
36" MIN (PVC)
OBSTRUCTION
J
RESTRAINED JOINTS F
2-3/4" 0 GALV �._ i
TIE ROOS (TYP )
45' OR 22 1/2'
ENCASE AS REQ'D. BENDS ( M. J. )
SPECIAL UTILITY CROSSING -FITTING TYPE
# 18" MIN. CLEARANCE REQUIRED FOR WATER AND SEWER MAIN CROSSINGS 12" MIN. CLEARANCE
REQUIRED FOR OTHER TYPE UTILITIES CROSSING. SEE ENCASEMENT DETAIL IF MIN.
CLEARANCE CAN NOT BE OBTAINED.
GRADE —
SLOPE UP TO
30" MIN. (D1.P)
OBSTRUCTION 36" MIN. (PVC.)
a � 1
SEE NOTE NO. 2 1
FOR ACCEPTABLE
DEFLECTION CENTER A FULL LENGTH
ENCASE AS REO'O OF PIPE AT THE
POINT OF CROSSING
STANDARD UTILITY CROSSING -DEFLECTION TYPE
NOTES
L THE DEFLECTION TYPE CROSSING SHALL BE USED WHEREVER
POSSIBLE. ONLY UNDER SPECIFIC ORDERS BY THE ENGINEER
SHALL THE FITTING TYPE CROSSING BE ALLOWED.
2. CONSTRUCT STANDARD CROSSING USING 75% OF MANUFACTURERS
MAXIMUM JOINT DEFLECTION (MAX.).
3. COAT TIE RODS WITH A COAL TAR ENAMEL AFTER ASSEMBLY.
1 2 COATS MIN.)
4. TIE RODS MAY BE OMITTED WHEN OTHER APPROVED METHODS OF
RESTRAINING ARE UTILIZED.
UTILITY CROSSING
N-T.5.
v
FIN GRADE
PROpbSTZj S1AN
I- F_- PARK
S
GONNeGT 7-o s7vjs o -
/'0V - = /U. as \
37
!WATCH L /NE
SEE SHEET 4 OF /0
C.00-97 BY :57-AWRs
MH et /-A 2 / • 3 3
E R C CIRCLE _ I /Al✓. _ X� w> /a . / z
9. 44 C
9•g/ L5�
C6n6T. BY orNsies 1 SS L . /Z " Gt� PROPOSE L� ZO' W l D>=
PVC �o_o0zs %, �, UTi�ITY EASEMENT
PARK PLACE I -1 F A Z A
RAM �-8-� +- Zo • ceo
�A0
PRO SED PHA IV -A
P K PLAN-E I
(tee On/5T. SY
O.00 Z 5 X
NOTE
CONC ENCASEMENT
1. OFF -SITE WATER TO PARK PLACE MOBILE HOME PARK IS BASED
6" MIN AROUND 0 0
Of PIPE(TYP
UPON "AS -BUILT STORM AND SANITARY SEWER AND WATER MAIN - PHASE
I" PLANS FOR VILLAGES OF LAKE DOLORES. PROJECT NO. 84-106 AS
PREPARED BY H.P. ARIAS & ASSOCIATES CONSULTING ENGINEERS, DATED
_
S E wER
DULY 23, 1985.
WATER
NOTE 2
MAIN
2. OFF -SITE WASTEWATER CONNECTION TO PARK PLACE (A.K.A.
VILLAGES OF LAKE DOLORES) IS BASED UPON AS -BUILT STORM AND
SECTION A -A PROPOSES CoNMF_C_T\Ot,) TO PAR1� PLAcE
SANITARY SEWER AND WATER MAIN PREPARED BY H.P. ARIAS AND
WASTE WATER S`� T EM
ASSOCIATES CONSULTING ENGINEERS.
UTILITY OTHER
CONCRETE THAN SEWER
3. CONTRACTOR SHALL MAKE CONNECTION TO EXISTING LIFT STATION
SANITARY
ENCASEMENT
WET WELL BY MEANS OF CORING A PENETRATION IN THE STRUCTURE,
SEWER
IIC
RATHER THAN PUNCHING. THE CONTRACTOR SHALL TAKE POSITIVE
CONCRETE
z
MEASURES TO PREVENT ANY CONSTRUCTION DEBRIS FROM ENTERING THE
z
z
ENCASCMENT
WASTEWATER SYSTEM.
lil
o
I
I
.I
-
WATER MAIN
4. CONTRACTOR SHALL VERIFY THAT ALL OFF -SITE UTILITY
waTER
to
N
EASEMENTS ARE IN EFFECT PRIOR TO STARTING ANY OFF -SITE
MAIN
ji
-0
-0
CONSTRUCTION.rA
5. ALL CON:,','I�UCTION STAYF',_'U-' AND AS-BUILTS SHALL BF PREPARED
A
1'I
A /\
1
A
FAY A FI.I R I D A LI(FINI .ED St�RVEY.-)R.
P�
N
NOTE:
CLASS I CLASS 2
FXISTINC GI ADF. BY MASTEILFR 6
A. ;-c-H-WTFS, I1.�.- F
ROADWAY
ROAL>wAY I_• �Nl�t,'N C?N PR"�F;L.:- A.
ENCASEMENT DETAILS
TC'P OF H," STAP•ILIZED S',IP-GRADE.
T11F:REF'(-,1, , PROPUSED R,-)Ai WAY
No SCALE
FIN S ;'F--,,,.,, ; - AF, VF
NOTE:
F. X,
1. SEWERS CROSSING UNDER WATER MAINS SHALL BE LAID TO PROVIDE A (MINIMUM VERTCAL
OISTANCE OF IS INCHES BETWEEN THE NtNERT OF THE UPPER PIPE AND THE CROWN OF
THE LOWER PIPE. WHERE THIS MINIMUM SEPARATION CANNOT BE MAINTAINED,THE
CROSSING SHALL BE ARRANGED SO THAT THE SEWER PIPE JOINTS AND WATER MAIN
JOINTS ARE EQUIDISTANT FROM THE POINT OF CROSSING WITH NO LESS THAN IOFEET
BE TWEEN ANY TWO JOINTS ALTERNATIVELY, THE SEWER MAIN MAY BE PLACED IN A
SLEEVE OR ENCASED IN CONCRETE TO OBTAIN THE EQUIVALENT OF THE REQUIRED
10-FEET SLEEVE.
WHERE THERE IS NO ALTERNATIVE TO SEWER PIPES CROSSING OVER A WATER MAIN,
THE CRITERIA FOR MINIMUM SEPERATION SETINEEN LINES AND JOINTS N THE ABOVE,
6NALL DE REQUIRED
LMAINTAIN 10 FEET HORIZONTAL DISTANCE SET WEEK WATER MAIN AND SEWER AS A
IANIMUM,
W FOR'CE MAIN CROSSING WATER MAIN SHALL SE LAID TO PROVIDE A MINIMUM VERTICAL
MTANCE OF le INCHES BETWEEN THE OUTSIDE OF THE FORCE MAIN AND THE
OUTS DE OF THE WATER 1i
2 /2/85; REV/SEb /z"o 0R.4V/TY SEV✓EA' aK D77si9rs J_JN/ORN
I 9-21-09 REVISED WATER MAIN CONNECTION JV /Ro.
NO DATE DESCRIPTION DR / APP
REVISIONS
M Masteller & Moler Associates, Inc.
CONSULTING ENGINEERS LAND PLANNERS
OFF SITE UTILITY CONNECTION
for
�q °M
LAKE
P
m,&x
NJ
CONSTRUCTION DRAWINGS
PRoPE RT'�' L1t\�E
DRAWN MJD
-Title to all Oocuaents which bear the copyright CHECKED DRl4
a( "..teller L "oler Associate., Inc. is vested solely In "astel ler A "ol er Associates, Inc. DATE 8/go
` The s< so—ent. are provided to the owner
eoleIY to connection with this proilct- Any
other u.e or reuse of these doc.sent . or any W.O. \iS C
reproduction display, sale, or other d[eposltlon V t1 J
of these docusent. by anyone r....nt or "..teller 4 1. expressly
prohlbl tld without SCALE 1 = So
/ _ �
No ter Associates. Inc. pursuant to the Federal
copyright law.'
SHEET I o OF to
EARL H. MASTELLER , P.E. PL. 26658 DWG No. 8gISS
Post Office Box 7E31045
SebaS_ ter, Flor,cIa 2207e-1045
(407) - 51519 - 4BOO
SEBASTIAN
�T• a