Silver Lake Rd Plans Pump and pond building Cardinal Planta :
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ALP ND SECTION
T Y P I C_ O l40G� �,5 r/��Y
N.T.S roo "
111 i
CONTRACTOR TO F/EGD ZOCATE AAA9 { 47
I CONNECT TO EX%ST. /P/SERS.
vE�€(A f Mfg C1'� SEEN
COAlrRACTOR SRAGC FUR/ /SH F/TT/.UGS � J E e � �R 0 �- /�. ? L , 4S t�
Ar(/O ADAPTER AS ,c/ECESSARY TO � � ', • � '� � q•� � ��. ah .�G 6� 9 A �•�uc� � , , / 9 , ,
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i MAKE Co ,UECT/D.c/S. �, 5 SE�PI�� ' _ , PC/w BL15G'.
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k 0 \9 , _, sw..._. .,, L.44. � TYPE W "/.UGET
I 2. PROPOSED F/KE i'ORAN/ 1a.
> t :F ro/ 61�AGV6 �L �' �1€ _ GRATE E O
F.C.44.70 E.R•C.P.
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PROP. GRADE �,�, x�� ......,.,...-"..,.,, �
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8 Underdrain and Coarse •.••• a • � �K
o SEE NOTE 5
Aggregate Shall Be Wrapped
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oo ° __ ....._. _....._. ..._ ... _
�� ....... _ _ .. w ... 8 G. K, TEEs'PGUG FOR cArB v4Gci _ _. _.
W/Fi 1 ter Fabric (M� rafi 140 - _ _ , ._ l
I ; , FUTURE ExJ"ENS/U v � � � �
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S . Or Typa r Or Approved Equal) - !.� --.� � I � � ,� C---a� , v7 , ,' �,,,• ' ----- �;,����„,.
'6 Ss�� /'' b"T6E,Ci�TE{�i1Gl/E 'v; t lAyR�,§«t IL. i�„.�
0`PG!/C FOK
Filter ter Aggregate Shall Be Graded i CO/VTRACTOR SRALG RLMOIiE ACG I
j� a FvrveE Ec'rt;'.0
Per F,D,O,T, Section 901 , 1 1 i[/TRACTOR SRAGL ffCl � r THE ^ ` OX/-S/TE RA/GROAO Ti4ACyti tiS/1Ae-L
MATERIALS/GENERAL NOTES - EX/ST/,UCCRA//(/G/NKFENC&AS 3 '' D/SPOSEOFAGG RA/CS T/ES OFF'=5/TL; """ ' `'""`'
Coarse Aggregate
i /5 r ,UECESSARK TO COMPLETE T.�/E BG/T SHALL STOCK P/G E GRAVEL O.C/- S/TE
�� £
`� ...-•._,.�..._._._.__._,.. wo/?K UauoE/e raves coaUTRAcT ._,.,, FOR LATER USE Sr THE OWi(/ER. '
1. Gravel blanket shall be D -0.T. coarse aggregate Z_'"6 Z SBN.�S ��...� .�� .�.� .�•� .�.��.
- � 1 /2" to 1 1 /2" diameter i n size. .
f r
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I 2. Contractoris to flush all underdrains .after .• ��
INDEX F
pond construction and sodding. . •,' �_.� x -..,_ � ��„ � ....._..�...�...��,,,,� �,� � SHEETS
i` 3, .Wrap rock with polyester filter material 'TYPAR f�.._. a
or equal
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j 4. Installation of underdrain shall be ,in accordance �'
q _
1. OVERALL SITE LAY OUT
I� with manufacturers recommendation and ASTM :F449. �
2. GENERAL NOTE
( S 8� QUANTITIES
(. 5. Clean •select"sand filter shall ,be� l% silt, clay or _ ,. •.., ° -
I` organic matter, coefficient of uniformity of
3. ENGINE DRIVEN PUMP HOUSE t sand 1.5�Cu�4.0, and effective grain 'size of _,.. _ _ __ . ,
> 0,2 to 0.55 millimeters diameter; in conformance -
4..
with Chapter 4QC42.025.(2) a, b and c F.A.C. CARDINAL A D I N A E L E V A T I O N S& DETAILS
T A I L 'FUTURE L PLANT SITE S
U�t/®EROR.4 Sri,/ AE�''�4 /L '
�. 5. `MOTOR DRIVEN PUMP HOUSE'
�a AN RD DETAIL •
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STANDARD IL SHEETS
�p S_3 & S-6o
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%B n RC11Mrr/JM cSK//�MER C� �'
OWNER/
DEVELOPER: Cardinal Industries, Inc. u
�r
1 P.O. B o x U a € -_... a Sit
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ver
3701 S. Sanford Avenue ��l' Lake
U,ln .STEP/ Pr�,� o Sanford, Florida 32771 + __
P/P /PQP HEADWALL f
� (305) 321-0220 EM�
It
ENGINEER: Conklin, Porter & Holmes-
PLA/(/ Engineers, Inc. 0 .
r5. P.O. Box 1976 Jo
----- ---- �--67X/ST//t1G 6AAof 500 W. Fulton Street
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E l /�SEO GRAD" SURVEY B Y : V . Kelly Smith -
Land Surveyor _ o'- „
1807 French Avenue
Sanford, Florida 32771L 30 „' g �od125 °
(305J 322-2213
,elP RAP VICINITY, M A P
N .. M v � p EROS/D,(/PROTECT/O/c/
/0OZ.F SCALE: 1"- 2 00'
SITE PLAN
APPROVED 9/4/86 JUL 31 1987,`
PONDDESIGN3 FIRE
OC/T�QLL
MAIN SYSTEM & NOTES
DaT E
SCALE- 1 „= 50' DRAWING NO.
z.d7 CARDINAL'PLANT
2.87 3 7•Z�87 ADO &01E6 01 Sf/EET �5 ✓.,C///
DATE! NIAY,198T
1 of 5
IMPROVEMENTS
R,Q/SE BERM ELEY.tT/O.V AQ/UST- OUT—
./ 5' /S'S F.4GG P/PE, .�GATTEN C/,l/OE,P.oRA/.v ItJ. iV. H -• " r
JOB No.0 1 757.00 , a PHASE
N0. DATE REVISION APPROVED i AN FLORIDA
MNEWIMM
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GENERAL NOTES
, a
report prepared b Universal Engineering Testing 4. The Contractor shall furnish and install a Fairbanks Morse 6• ,A vertical _'hollow.shaft right angle gear with a 4 to 3 speed 14. All underground fire main piping shall have thrust
� 1. The soils rep p p y a g g g .
Company in September, 1984 for this'site advised•that pond pump Model 13H-7000F, four (4) stage 1770 RPM, capable of reducing ratio and non -reverse ratchet that shall be protection. AlI above -ground piping shall have restrained
excavated material may not be suitable as fill under producing 1500 gallons per minute at 100 psi (Factory Mutual . furnished to match the mounting dimension of the discharge joints.
structures and pavement,areas. All structural and roadway and NFPA 20 approved) vertical water lubricated fire pump. head. Thetgear shall have adequate thrust and a 150
fill shall be tested and approved by the soils consultant The -unit shall include a bowl assembly, strainer, column and horsepower rating .to transmit the maximum thrust and 15. The Coptractor shall coordinate electrical service with the
I prior to installation. Unusable fill material shall be shaft, surface.dischar. a head vertical hollow shaft right horsepower required b the um power company.
F
p P 9 9 �� P q Y pump. - P P
-stockpiled on -site for u,se'in landscaping or other angle gear, flexible ge.ar engine shafting with guard, 1-1/2
d of off -site as automatic air' valve pressure 'record.in chart, 7. The diesel engine shall be a Murphy Model'MD-6T or approved 16. The Contractor shall disconnect the fire protection
nonstructural fill, or shall be'dispose � P 9 9 P Y � PP
directed by Cardinal Industries: 3-1/2"-dial discharge pressure gauge, a water level testing equal, rated at 145 horsepower at 300 feet above sea level. sprinkler system from all connections to the City's,potable
device and diesel:engine with+fuel and starting systems. and 77 degrees Fahrenheit at 2300 RPM and shall be Factory water system prior to connecting the sprinkler systems to
th he proposed berm shall be -sari` stripped of all The Contractor shall rovide and install a'standard control Mutual approved. The maximum BHP required by the pump shall the new pond and fire pump system: The Contractor shall
2. The area beneath t p op pp p
` surface muck organics, 'sand, roots, and•other deleterious panel with hands -off -automatic engine and pump controls and be increased to allow for losses through -the gear and the minimize downtime of the fire protection system.
material. The subgrade beneath the berm shall be compacted is to coordinate the authorized control panel with pump resulting maximum BHP shall be exceeded or equalled by the
to a density of atleast95% (ASTM-D1557). The fill for the manufacturer.` An audible alarm device shall be installed at usable horsepower. rating of the engine. The engine shall be 17. Installation of underground piping shall be performed by an
berm shall `be clean, select fill com Pacted in 6 lifts to at a point where constant attendance is available. (All provided with electric starting equipment, a charging underground utility contractor, but connections of this
least 95% (ASTM-D1557). Side slopes of the pond and berm to Factory Mutual and NFPA 20 approved). alternator and a heat exchanger cooling system. The system to the risers serving the building sprinkler system
i elevation 49.00, and all other areas disturbed by this work Contractor shall completely pipe the cooling water line with shall be performed only by a licensed fire sprinkler
shall be sodded. The Contractor shall submit dewatering The pump shall be rated at 1500 gallons per minute at 100 required strainers, pressure gauges, pressure reducing valve installer, who shall submit a copy of his license to the
plans to the Engineer for approval prior to construction. psi discharge head centerline. The maximum lift below and bypass line from the discharge head to the heat owner for verification prior to making this connection.
Dewatering discharge shall not be directed to the existing discharge head centerline to the low water level will not exchanger. The engine shall be furnished with two (2)
ditches without a siltation pond. exceed 13.1 feet. Depth of the surface rese"rvoir wi`Il be lead -acid heavy duty starting batteries, battery rack and 18. During final testing and start up, the Contractor shall
17.20 feet from the top of berm' to bottom of reservoir. The cables, battery charger, flexible exhaust connector, an notify and schedule attendance by representatives of the
3. Fire main standard specifications. Ductile iron pipe shall centerline of pump discharge shall be installed at elevation industrial type silencer, 'totalizing tachometer, temperature Sanford Fire Department, the pump manufacturer, the
be used above ground. The pipe shall conform'to ANSI 51.08""above sea level with an ambient temperature range of gauge., and a jacket water heater. Engine over speed underground utility contractor, the sprinkler system
A21.51, thickness Class 50 suitable up to 200 psi. Exposed 100 de•rees Fahrenheit maximum to 32 degrees' Fahrenheit shutdown and pressure relief protection shall be provided to installer, Protection Mutual Insurance Company, the owner,
fittings shall have mechanical joints and restrained minimum. The pump shall start at a minimum'operating design shut down engine at a speed approximately 20% above the and the engineer. The underground piping shall be
joints. Buried on-sitefire main shall be polyvinyl ressure of 90psi and stop at manual operation. The rated engine speed, and be provided with a manual reset in hydrostatically tested for 2 hours at 200 PSI. The pumps
chloride plastic pipe (PVC) after a minimum of 3' of cover Contractor shall also supply a concrete block'building, accordance with NFPA and Factory Mutual Standards. A short shall be tested for flows, pressures, and automatic startup
is obtained, and shall conform to Dept. of Commerce. properlyvented and all pumping equipment, including engine, couple flexible shaft, with engine and gear flanges, shall and operation of all systems. All testing shall be
P S - 2 2 / 7 0 . Polyvinyl chloride (PVC), ASTM-D2241 plasticy,pipe automatic startingsystem, appropriate electrical and be furnished to connect the engine to the gear. The shaft conducted in accordance with N.F.P.A. Chapter 13. The
(SDR-PR and Class T), ASTM-1784, Type I, Grade L, 2000 psi electrical supplyfrom',power source, fuel and starting .shall be adequately sized to transmit the maximum pump BHP Contractor shall provide As Built Drawings and signed and
L design stress, and be N.S.F. approved. This pipe shall be systems and automatic engine controller. The roof shall at the engine speed with a minimum bearing life of 2500 sealedcrosssections of the pond for verification of pond
Class 200, SDR-21 with markings on each section showing contain a watertight vent curb with hinged hutch cover hours. The shaft shall be protected by a steel shaft volume and depth.
4s conformance to the above specifications. Fire mains shall suitable to remove and/or maintain the pumps and equipment. guard. The automatic engine controller shall be arranged to
be rubber ringsli on PVC. The fittings shall be cast iron The Contractor shall coordinate the architectural style, start the fire pump engine on a pressure drop below 90 psi 19. The sprinkler installer connecting the new um and piping
P 9 Y P 9 pump P•P• 9
. mechanical j of nt. Rubber joints shall be gasketed and roof type and color specifications with Cardinal Industries i n the system with a manual stop as standard. The system to the existing building system shall call and
conform to ASTM -1869R ASA-A21.11. Mechanical joint representatives. In addition, the Contractor shall controller shall be furnished with a built in battery_. coordinate his work with the Program Desk at the Factory
" fittings shall be cast iron fittings conforming to construct a second'pump house with inlets, ',wet wells, charger capable of restoring the battery from a fully Mutual District Office (404) 662-5700 prior disconnecting or
ASA-8-21.10 for the body and A21.11 for mechanical joint. piping, valves, etc for a future second pump: .(see Sheet discharged condition within 24 hours. Furnish an impairing the existing system.
PVC fittings and rubber gaskets shall be furnished by th'e #5). This house will parovide an enclosure'for a Fairbanks above -ground fuel tank.with a capacity equal to one gallon
plus 5% volume for expansion and 5% for
pipe manufacturer and meet the specifications for the PVC. Morse Model 13H-7000F four (4) stage 1770 RPM, 1500 gpm .per horsepower, p p
!.` g g p rating. motor driven vertical pump with all accessories to be sump. Furnish the tank with an indicating fuel level
pipe. Fittings shall be designed to have a pressure
r no less than that required for the pipe. 'All materials and installed at a later date. The Contractor shall submit to gauge. Provide flexible fuel lines at the engine and a
construction operation shall conform to the following ASTM the Engineer, with his 'bid, signed and sealed drawings of piping package between the fuel tank and the engine.
Specifications: Fittings - D2466, Procedure D2855, the pump house structure showing final equipment placement
N Installation - D2774, for review and approval: if any revisions are requested. 8. Storm sewer materials and construction method shall be in
n
accordance with Florida Dept. of Transportation Standard
k; Gate valves shall conform to AWWA C-500, with wrenchnut, The pump discharge head. shall be Class 30 cast. iron with a Specifications for Road and Bridge Construction, 1986, or
extension stems and other appurtenances as required. They separate cast iron foundation plate and shall be furnished latest revision thereof.
shall be iron body, fully bronze mounted, double disk, F with a grease lubricated packing box 'and an ANSI 250 pound
parallel seat, non -rising stern valves with 0-ring seals and standard discharge flan{.ge. The head shall 'be A. Reinforced concrete pipe (RCP)'shall�meet the
with end connection as called for on the drawings. hydrostatically tested ito 1-1/2 times the maximum working requirements of AASHTO M170. `
pressure but not less than 250 psi. The pump column pipe B. Unde- installed in accordance with the
Fire hydrants shall conform to the latest edition of shall be furnished in sections not exceeding`l0' in length,
rdrains shall be ,
AWWA-C-502 and shall be furnished complete with wrench and straight threads and sleeve type couplings, and pipe weights - requirements River
the Dept. ge Environmental Regulation,
other appurtenances. Manufacturer's certification of shall be not less than :specified in NFPA203 No. 20 198 St. Johns River Water Management District, latest
I compliance with AWWA-C-502 and tests listed therein wi11 be Edition. The lineshaft shall be open water lubricated Specifications.um slope shall be
• 0St20n%. The subcontractor shall arrange his work
required. All hydrants shall be of the breakable type, with construction and shall have renewable stainless steel shaft
K the breakable section located slightly above the finish 4 sleeves at bearing points with spacing not exceeding 10'. schedule so that the underdrain installation will
I' round line.. Hydrants shall agree in hose thread size w,ith� coincide with other operations on the project in a
I 9 Y g Bronze bearing retainera with rubber lineshaft bearings manner which will prevent conflict, damage, or
those now in use in the present water system, if shall be furnished at each 1 i neshaft sleeve. QUANTITIES '
infiltration of materials.
applicable.- Hydrants must haveoilreservoir or other „
satisfactory device above the water line to afford 5. The pump bowls shall be Class 30 cast iron with bronze bowl
} lubrication to all working arts of the hydrant each time 9. The Contractor shall supply and install an intra-pond
'• 9 P Y wearing rings, bronze enclosed impellers and ,:steel impeller ,
the hydrant is operated. Hydrants shall be of the "0" ring lock bushings. The pump shaft shall 'be 416 stainless steel floatation and Airo-2-aerator system, including pump,
construction type. All hydrants shall be provided with supported by bronze bowl bearings. The bowl assembly shall
mounting, and electrical connection. FIRE MAIN STORM SEWER
bronze nozzles, with caps and chains. Hydrants shall have a be hydrostatically tested to 1-1/2 times the maximum working �� �� ��
6" mechanical joint base show, two 2-1/2" hose nozzles, and pressure but not less than 250 psi. The bowl assembly.shall 10• The Contractor shall furnish and install, as a temporary 10 605 LF Type H Inlet 1 EA
one pumper nozzle. The main valve shall have a-5-1/4" valve be performance tested and certified performance curves measure, a 2" polyethylene water line from the closest water 11 1, "
8 310 LF 24 x 38 RCP 100 LF
P 9• Y P operating PP 9 ated bronze
service outside of the factory and an automatic agricultural �� ,, „
6 35 LF Type B Headwall 1 EA
o enip'n P The hydrant shall have a positive o eratin drain supplied to the Engineer,. A cast or fabric float valve assembly for maintaining a pond water service YP
r valve so located as to drain all water from the stand pi p.e basket strainer with free area of at least 4 times the 2 Field d Determine Length 8" Underdrai n 760 LF
t when the main valve is closed. openings to the
elevation at 45.50. 9
`Hydrants are: to be installed suction connection area; and with o ens n s t 1 0" G • V. 4 EA Rip-RapSplash Pad 1 EA
k with suitable bury or extensions so that the finish ground passage of a 1/2-inch sphere shall also be supplied.
11. A.Fairbanks Morse vertical jockey pump Model #D7512, 3/4 HP 8" G.V. 4 EA 8��C1 eanouts 3 EA
line is at the point indicated by the manufacturer. on the and all accessories and connections shall be furnished to
barrel so that nozzles are at a suitable height for Fi re Hydrant w/G. V. 2 EA
provide a minimum of 10 gallons per minute at a pressure
attachment of hoses. The direction of the opening of the ,
main valve shall be counterclockwise. drop between 100 psi and 90 psi. The jockey pump shut-off
pressure shall not exceed the rate system pressure or 125 Automatic Float Assembly 1 EA
All fire hydrants, fire main, and fire pumps, installation psi' Engine Driven PumpHouse, Equipment & Inlet 1 EA
r and testing shall conform to the City of Sanford and u
12. All equipment furnished and complete installation shall be Motor Driven Pump House, Equipment & Inlet 1 EA
Protection Mutual Insurance Company requirements. All n accordance with NFPA 20 1 983 Edition ' and Factory Mutual 36 Reinforced Concrete Pipe 210 'LF'
F, testing materials and equipment shall be furnished by the approved Standard Class #1 3l 2. Pump and controller shall Special Screen Structure 2 ' EA
subcontractor. bear the FM label and the fire um controller shall be
pump Coordinate w/Cardinal Industries Number of
f marked "Fire PumpController".
. Aerators (Additional Units May Be Required) 1 EA
- - Pond Construction LSum
- _•. - 13. The Contractor shall furnish as -built drawings for all Lump
' underground utilities and physically mark bends, tees, and
valves.
JUL 9 G
i
ACTIVITY NAME DATE
- u SCALE AS SHOWN DRAWING NO
",
Conklin Porter, and Holmes DESIGNED BY 1 0 l �s CARDINAL PLANT
ENGINEERS INC.
DRAWN BY: PM R11?0Vo5r 7.87
m DATE! MAY 1987
CHECKED BY: z 7-2 -e CI-IAVCE-,uor, S e aVA,C/. ✓.,t/.S/ �
¢ �2 of 5 ,t
POST OFFICE BOX 1976 t.� .s �� �l o IMPROVEMENTS
00 FULTON STREET
TO FOR APPROVED BY / 515,87 /,UCR ASE E•R.C•P• SIZE ../..C/.y.
DATE ;
PHASE
- SANFORD, FLORIDA 32771 JOB No. C1767.00
_ REGISTRATION NO N0. DATE REVISION APPROVED SANFORD , rLORI)A
m
TEL 305 322-6841 TEL 305 831 5717 PROJECT 0 J EC T CONTROL N T,R 0 L r_ w . �_ u ,t� ,
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7 -C/
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Z 9" �/5 "994. floe E FOR
ENG/"l/E OR/f/E.(IPVMP
5 ""D/d. L10G E F
� JOCKEY PUMP
4' NOD E
FOR (/TUBE
I /.PR• �/PE
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„
Z.. PRESSURE GREAIER IHAN,UtSIGNtU NINt NRtJJUttt.
2, PRESSURE RELIEF VALVE SHALL BE PIPED TO POND
FOR DISCHARGE.
loflo`3. ENGINE BASE PLATE SHALL BE SECURELY ATTACHED TO
THE FOUNDATION AT THE PROPER ELEVATION TO INSURE
o/ PROPER PUMP AND DRIVER SHAFT ALIGNMENT.
O O 4. FUEL TANK SHALL BE SET TO GRAVITY FEED TO
i l DIESEL ENGINE FUEL PUMP.
?�- { �l >5
5 ALUMINUM GUTTER SHALL BE PIPED TO POND,
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BRACEIL;3'-4"'
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FLAMABLE
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5 BARS, cEn/TER�O 4g
6' OIYERGAP
6. USE BLOCK-LOK OR DURA WALL TYPE HORIZONTAL JOINT
::
5 B,4RS q Ile " 0.C.E.W.
MASONARY REINFORCEMENT ON EVERY OTHER BLOCK
T/ /i/
t/SOL A OGUTTER
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cEA 71E7R4f /lV 5'CAB
MASONARY -COURSE, TYPICALLY.
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5TO Bon'O� OF a,4R
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7. PROVIDE PRECAST LINTELS OVER ALL DOORS AND
OPENING
LOUVER S•
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8. PROVIDE HORIZONTAL BARS AS SHOWN IN TYP. SECTIONS.
r
o.
y
b
* i E TROT CO"l/TRAC'%OR
/(/OTE. /�(/ PGACE OF 4 EAI� s ,
MAY USE 4""x4'- Pf- STEEL ANGLE w� %""'Y4"
f� "
' •
o
p
N T E PGATE w CO"(/T/"f/!/OCIS
. G ENGT S E L 14
EGO 'TO MAKE -C L/ANAt/EL:
F/GGEI- /d C
IZ
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3 1 987
JUI. t
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�
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ROOF RZAA/
H iwz Er coma roP
SCALE
CALE 318
"
•
-
PUMPBUILDING
1
STRUCTURAL
ACTI V I TY
NAME
DATE
AS SHOWN
DESIGNED BY:
J, pol'6C5
:3 -87
SCALE.
DRAWN BY:
P. M• R,?4>V<9ST
4.87
3
TZ4,6
MOD/F/CAT/O(/S PER R. GAUER
✓.lV. y
DATE' MAY,1987
CHECKED BY:
c J��
4.87
APPROVED BY:
/
8
N /sE o sc,PE CEn/c 5/
✓. "v.tl
•,
JOB NO. C 1767.00
REGISTRATION NO:
N0.
DATE
REVISION
APPROVED
m
i
x
i
r` 1
O
THE CONTRACTOR SHALL, INSTALL ARMCO ROOF VENT CURB
WITH, A 3'X4' CLEAR OPENING AND HINGED HATCH COVER
MANUFACTURED OF'THE SAME MATERIAL. THE COVER AND
VENT ('IIRR CNAI I RG CGAI Gfl LI7TL1 TAnC rAil rnnurun rn
PR/MED tPA/.(/7"EO � �--6��%Lfii✓r�%i��. Z' i _
ARMCO BRO(/ZE
1 �1
, 4
� R Y
• Ty,PE�yoLO
rr0icAL :L11YrFL oFr,-1L �.
F
SCALE NONE 3— „
• O `O 9 \ F
�—
scecEN
-57"jeUG rVeF
SEE: JIf cT 3 of'S
- FOR DFTA/L
• _ WEST
SMAIDIAIC SEAM ROOF(rYr) L OF
00 .PC.P.
/D ' O" CUTTE�QU�C/DAT/D�(/
I
/ no ■ . ..
GUTTER
cQsr/,uPLACE AS PART OF THIS CONTRACT THE CONTRACTOR 'SHALL .4L;,000liER
BO.c/OBEAM ', CONSTRUCT THE SECOND PUMP HOUSE SHOWN 014 THIS A
i i A(/EMA
3'x6' 8" SOC/D SHEET INCLUDING BUT .NOT LIMITED TO ALL PIPING, +
/6' CO�(/TROG
F/LLEOACUM/.t/UM CO�/C,�ETESLOG,C� VALVES, AND RELATED APPURTENCES. THE PUMPS AND
PERSOAVAc/ELDOOR GOX45re!/CT/ONW/TH EQUIPMENT TO BE HOUSED IN THIS PUMP HOUSE WILL BE LsEcriovAa _, PANEL ■ p
o "/ 2^ �4'X24"LOUI�ERS F/LLE�2. PR/MED ORDERED AND INSTALLED AT A LATER TIME AND ARE NOT CO.VT,Q�IGTOR SHALL /it/STALL
loz
® 7Yr. FLoRESGENI
1!�/D PA/NTH-D PART OF THIS CONTRACT. THE CONTRACTOR SHALL '�--u�HrFInn�eEs FLORESGE/VT L/GNTF/XTURESAT
X//TH .4RMCo SUBMIT SHOP DRAWINGS SHOWING THE PUMP EQUIPMENT GOGATiONS sN0101/ 41t/P SyALL
— _ BONZE CTYP. J I GOOAT/OAIS PROVZOE XIV OA1103, Slit//TGN OV
+ IN PLACE. SEE GENERAL NOTE 4, SHEET 2. ® ■ S/DE ,9LL .t/h'A.P TNEDOO�P:
/ !�
04114
N
LL O S/ E'S
�—Ir3"AL ODOR
D'.
/D "STAB/L/ZED 'DR/iIE / /�VO/� �+ A,
TO EDCE OF PAVEMENTG RG A /V
EAST SOUTH -
,SCALE" • %4 d " / '- '
k"L''C reIG PUMP 84114o we eze�.4r/ows
SCALCr
s
W �?
ALL ABOVE GROUND PIPING SHALL BE MECHANICAL JOINT ,�a� W 411';v
WITH RESTRAINED JOINTS (TIE RODS).' THE PIPING Qu
SHALL BE PAINTED WITH ONE COAT OF TNEMEC 37-77CHEM-PRIME UNIVERSAL PRIMER AT 2:0 MIL. DRY
THICKNESS, AND FINISHED WITH TWO COATS OF TNEMEC q
SERIES 2 TNEMEC-GLOSS 'AT 1 .5 MIL. DRY THICKNESS ; �� vat �� �j
z PER COAT. COLOR SHALL MATCH THE BUILDING. QQ Qvpo� 0. W1�13 4�
�y
N 43 h ` `� :act ° W Q TYPE �E " /.vt !v/ GoA16- Tof ,
N to. 4 Q01Q 0 PRECAST M"awUFf1GTU�PElZ s
�� ' • • J SPEC/F/GAT/O�cIS.
1 , N
' o I ,. SEE DETA/L TN/S S leer
VENT GUM/3 -1 C01 j FO.e CONCRETE TOP
47Z' ED /.'ATCH COliER 90 ° ELBOh/ IJETA/L.
.SEE DETA/L SHEET 4 a� 5
SEE DETAIL A " ARMCO STAA1011V6
o rap ELG' V.
SHEET 3 0� 5 SEAM ROOF Ce
PROVED EQUAL
1/54/10e ,94RB/E2
J .o u u :. • ° p a
GONG. P/PE SUPPO,�rS
• • •
.,
/O2-
As NEE'oEo
=Pe
eI61P /NSULAT/oN
n9.�
4I BEAM
I 5!z"
���rYP
/4 6XPANS/ON MATER/AL
v
3/4 "' O/A. HOLE
/-'j"
5
c`1
ALL s/DEs
_w
f1TER EL 38.0 .
w E�/9
b
-
I FOR MOTOR
o.P/vEN Puy.
/. S//BGOAvrz.1GT4�2 S//QLL
°
4
I/E!Z/FY (/,4L V, P/PE
a
Ko>
LENGT/!'PD/�f PUMP TO
o
,,
/5 �k /.V ALL
I
rNE WALL PRIOR ro
8
3
�,
°
b
F/LLED CELLS (LOCATION/
Z.Z„
J
SHOww ov FLOor L
P AN)
90° ELBok/
2. PV. G. PIPE SNACL BE
p
"
;:.
s
5 BARS, 3"CLEAR, .
D. /.
US EO 'AFr, ",e .3 ' M/.V
' • .
a •
E L Eli
33. 0
O "OVERLAP
GOVEP /S DBrAI/VEd..
°
05 BARS Of /Z
O.C.E.W.
°
n y
OlERLAP
:. •
PUMP BUILDING,#2.'i
TRUCTURAL �
ACTI V ITY
NAME
DATE
SHOWN
DESIGNED BY:
L/..V. /-/
7-87
SCALE -AS
DRAWN BY:
PM PROVOST
7-87
An
'
�VIAY, 1 987
CHECKED.BY�
DATE-
APPROVED BY:
/
7.24.87
ADD SHEET 5-1,snvG, PLAXI
C1.767.00
REGISTRATION NO:
21798
N 0.
DATE
REVISION
APPROVED
JOB NO.
INLET
TYPE
DIMENSION SCHEDULE
A
B
G
D
C
1 _ 411
.21- 011
41- 511
31- 111
E
^1_ 11
0"
317
,5�_1"
0
4'_ 6'
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III- / . . ..I ._� .. �. -\� .. I - .I . , I
. � .I FI4 4I E .�I�I =
I I I . —a 2AC3.Z�
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I 1NI X� I .'
. 1. k t. .
I I-- .:I . ,I ,: �
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:,. .. >, ,, ..:. I
,. _ Exlstin avement
, 9 P
r. Existln cast ran_
,. , ,,
I 9
2/3D 8 min.
3 . _ ,.. ( ` water main.
I.
Saw cuts to remove exrstin avin where
.�, � �> ._. � ,.. 9 P 9, Pro osed cast Iron 44
,.
,. P h
s, I
�. o n utt n I n 9
., ._ � .. ., , ,: e c Proposed cast ro
P 9 , water main .
, P
kfl to e Untam d boc II founded r
_G II
r• _. _
Pg r .
t in - _- wa er ma
t• -_,._ f - - �/
I_ f t . com ensate r settlemen R In nr Indicated elsewhere
,,, , o esur ac Exte
,. P g t
.,' II ,
- _ ,III
_ ,
,: >. r a n ,
on these I s. s _
,, , . ,,
__
I,".. ., .
G _ A
<� { . r t I .
y d 1 v
o V
,,,,,, . . _ - — - s ill= - IIa =
Ill
1.• / _ t
Cate Valve —�-' _ �i,
.�_ _ - - _ _ I <_ G A. _r %,a, -111-III-I( ,_-,. .,,:. I � i�j' . I I , To In sleeve _and -�, .'x:, , 1 III I _ _ PP 9 -
- Cuttin in sleeve or = -
= r - 9 ,
TIE valve
__ITlu ► _ II III _ =U II I I 0 n oncrete slabI 0 £ee and sleeve., _ UIJII-111-111E1I_III III_111=11
- _ _ _ -
11 1 - I, 11 1 C
r III I lI /
_ - - -
, , _ �- a
I. 'J _ _ F — III [ -� _ �. ..
l Exist in cast Iron NI
III 111 117 I I - I 9
w
_ = = _ ' — PLAN 1il=w 1 =l Ill_,=I1=_11- :
ul t +' water `main: U II U
II Ul Tfl Ill it
. - PLAN , Carr concrete'to
_ - ul Y
Carr on r t o
II Il ul ui y c ceet i r n PLAN
_ 1 l PLAN sold g ou d
BACKFILL = , i, BACKFILL ul BACK FILL - 11 i PLAN
Ill + I - I1 I sold ground A
L -
r _ _ _ Gate Valve Exlstin cost Iron
!, - (See Specs) - - (See Specs) a °/' 9 A
II II ul .it Composted to 100 o ul
1 I I - water main D/4 -D '
_ = ul maximum density as 3 - 6 D/4 E
II 1 lu II II O I p ii
1} I . II - determined b A A min.I B
= ITf y Proposed cast LronAl—Iv . _
II it I A
- tl - - II 51,
' - E'
II h _ 1 S.H.O. T 99 I water main. F; lu _ o P. = "- _ I 1 =III_UI-11=l11 •q _
•
l Ill ill II II + -III= - a• Ill_
E2 -0 min. II ii 2 -0 min: 2-0 min.
1 , Ill I I II _ I - /4
A roved ranular backflll F III D I _ = 1= _I t�
I' . I I li PP „ g E L E VAT I O N ► III —t
Ei u — - III in 12 layers and tamped..: ELEVATION SECTION V V
. _ Ill - _ =1 _I =II=u D/4
1. ,. Ill ill -' _n I I _ I SECTION W—W .
. _ ;I-0 E ,£ II a (No Scale)
1-0 11 11 TYPICAL INTERCONNECTION DETAIL TY E B INTERCONNECTION DETAIL
UI 6 6 - P
" SECTION X-X
in. In. lu — THRUST BLOCK FOR CAPS THRUST BLOCK FOR
III III (No Scale ) I ( No Scale )
I'_o' =l ui (No scale) HORIZONTAL BEND`
, , t9J , Il1 I
NOTE: Blocking shall be provided for all fittings
II l ;'p D lu D 11 D as shown elsewhere on this sheet. THRUST BLOCK FOR TEES
�j II (No Scale)
- III = 11
. D' - lilDresser Style 62 coupling
II III I Cast Iron pipe '
„ - �- I Steel pipe D/4 I�
T: , 6 J ----Existing water main �I
_ _ ------ -- _
• m r ul ,, i
Over excavation Ii + I i
. -
i -,I Y Y
r• , j11j - -�-- —_ I Ill Approved granular backfill placed in III I ', al G J I •
x 6 layers and tamped by hand - i Proposed water main + -I i
I 'I
i ' Over excavation to be filled with ih Z II I , ° ' Z
approved tamped .material. Typ. _ I I • ii G -
i Tamped fine or granular material " 1 2G ill I 2A I A:
to spring line p p T__ ° .. Ill -�_
P LAN
' of I e. I _
- � Untam ed -fines or ranular mat F = -tll
P 9 i Al Clow F 1.290 cutting in tee Dsteell wetdge "
2/3 D (8 min.) •
• erial. TRENCH UNDER EXISTING = or approved equal, tee
TYPICAL DESSER COUPLING CONNECTION E
and cutting in sleeve.
•'TRENCH IN EARTH TRENCH IN•ROCK DRIVEWAYS AND STREETS CAST IRON PIPE TO STEEL PIPE PLAN
Ui r--
•,` _ Carry concrete to tI . __
NOTE: I. Trenches shall be I narrow as possible to allow' for safe and proper water main installation. Trench ,sides shall be solid ground. /I- .
I, �1-I,I,1I �'I, I .� � 1, L1.1 I�
' - vertical to a point I-0 above the top of the pipe. Above the point sloped sides may be used if conditions permit but - A //
should be kept; as .nearly verti`,ca`l as possible. ' PLN D/4 I.-O //
. D _
2. For trench In cinder fills, garbage dumps; sRlt marshes, muck soils , or places where harmful) corrosive conditions //
Pro osed ate valve
exist pipe shall be protected with at least 10 of sand or Iimest,one screenings on all sides and tamped by hand \ P g ; ° p E III ll //
r d Concrete thrust block to be inserted II - 11
in 6 layers. See Specifications. No additional compensation for corrosion protection of a pipe will be allowed. - + III //
r IE II II // /
. 3. For open -cuts of existing pavement,, where permitted, the pavement replacement shall incorporate 6 thick Iconc - A i v v E K III U U x
"2� rete slab bridge on not less thgn 'I-0 of undisturbed sub -grade on either side of trench and constructed to Gate valve ,•• ° O I' I 61 -
III D
I,.i provide for type and thickness'-qf wearing surface to match existing oovement. u1=I1=111 =III=p1=AI -
Existing water main Existing water main
- Ih -111=14= - I = 11=III_11_I
I F = :� 6 ,- .
- o - ELEVATION
. TRENCH DETAILS F ill a t, L
T ""lu1 _ I_lif Di4 ( No Scale) SECTION Y-Y
• — T
fit,. o. • • Concrete foundation black. HRUST BLOCK FOR
## D/4 Concrete foundation block - (No Scale) .
Conc. Collar: 6" Thick with 4 Bars all around i' lll3 =1 -III=1 _I
- _ - =111 Minimum thickness of 3 for
minimum thickness of 3' VERTICAL ELBOW
SECTION Z-Z for fall width of valve �' ' i^Iow F'-220 cutting n sleeve THRUST BLOCK FOR ,
3 Clearance Ground surface - full width of valve
, I .V-I / �1. �;1, , , � I�� - - I, , , �. - .
" ,..., "'I,I �...�;I11... ';: ,I I .I . 1 I "I��. I. � I.. II II I 'III, II
4
, t )r ved eq al appro u
VERTICAL 1/16 a I/8. BEND
-111� I-11=: -'o;. b. _ = _ } (No Scale) .
.� INTERCONNECTION;' OF EXISTING
(No Scale)
, . ,. I NOTE Embed6 bors- 22 and point exposed
DETA L FOR INSERTING GATE
t r AND PROPOSED MAINS . bars with two coats of approved Bi- •
VALVE IN EXISTING WATER MAIN
Cast iron service box I ? I tuminus paint
? t .
Goose neck if required by City or
i , e f i
Utility Co. or called for on general " ;I' Removable 1/2" goly pipe.
II
water notes -Conc collar 6 thick with 44 bars all around
D A B C E F G H J K L `' ``II
I .. .
11
-II
. .
1,
. . .
I
I:
Threaded cap-- i r:
\ I.
Cost ion or concrete meter box
.
II
Corporation stop Mueller; connec-
Minimum depth as
I 3
I
I..,
Lion shown is to a cost iron main.
' specified for main I
_ +I
I_ii_I
Clearance
a I
_
12 maximum
r ,
,,::
;,
Double strop noddles or r
I,,,
- !'
II
• _
_ Finish grade a
-ii.
_
- -
-
,;.,I1
clamps are required on
Service box
it ill
2 goly casing pipe
I
2 EAD CA P
H Fi EDP
= I=.1=
_Il=illy i= -tl�
l.
-ill=
,I
,
n
1:,I..II.1,tI
-PV.C. or A.C. mains
n
Ili
t/
I. 1�,
I;
-I,1
. I
Water main
I,
II
��
Cast .iron -
-:-I -
°D o
-0
_
0 0• • o
,' 0A
T.6
.
T
'," .,, . I ,
,':-
Service fpipe
,.,
I
valve box
s
°I oo° j
01 •o
I ; •o.
Dr well rocks
Y
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,:II�II,I;
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4„& 6
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I I••
1,_ 3I,
8"
81.
8EE
-3„
2E-6„
2' 6Er
3.,_0££
8"
9„
IE-2,E
I'- 8"
9"
10,E
-9E£
3"
3'- O'
2'- 9"
4'-0"
10"
10
I'-6"
2�-1"
10"'
I-0'
1'-0"
3'
4=0"
3'-0 11
4-6"
1.2I
I - 0"
1'- 8.1
2'-6.1
I I..
I'- 3'1
I'-0.1
3"
4�-6"
3 -6"
4,-9"
16"
I - 2''
2'-4"
3'-4"
. I'-.3"
IE_8EE
II-4E£
••4"
5E-2EE
4,-0E.
6E_6EE
1/2 ell . - - - - gill=
, • k Curb sto f =Ill -11 -i t- _
Brie
p v Ga I -0„x 1,-0„x 6„ ' I . Concrete boc 12' maximum
(No I § • .
t .thrust I k
Scale) concrete block 111 ' o ''' 2" Gate' valve ..
I "\ =►u�u�rlJ PLAN .
CURB STOP DETAIL —curb >topBrick •
Water main (No Scale)
NOTES: I. This t e must be used where meter is located in, buildin BLOW - OFF DETAIL Corporation stop Corporation stop
Y - YP , 9 .
IfIl
Meter :is to be furnished with adaptors.' (No Scale) Service line (See notes 1 8E4) Service line (See notes 18i4 ) }
M U
TA, (No Scale ) stet and __
2.' Service boxes ' to be C.I. of Mueller Hays, Ford or equal. AIR RELIEF VAL-V E DE I L
, Y
Ili- u' - - tn_UI Water main meter box 11. Water'moin I 0 (See note 3)
' Type Manufactured. _ __- - - NOTE See detail of Corporotion stop, on Curb � iIF „ -!I •I
,,, I
" � e STANDARD HYDt mw W/ S•1/14," OPENING - stop d e t a i I = i c 6 = nt - - R i i
t / nl-31 =-1 i-II =t1.-111�` 1=1it Curb sto Cu
.I -I.I . —. . I ,.,��I1.. .. I. . II/,-In=� _, F�
„. AINT SYSTEM 10 - - s .I.
pp P rb top
12-2•I/2 HOSE / .SPEC No 09900 # Meter box; Cost iron or concrete G-r 2p
I NOZZLES ;_ - I, Meter a n d
t . , I. ' , ,: . Roadwa surface ► _ 0 (See note 3) meter box E
G ONE PUMPER NOZZLE_ + Y S E C T I O N T T
..- BREAKABLE
ON STREET, SIDE a
. ,,
. )' CONNECTION s _ I=(1_J1 - h tl -1(1=
/I.
.. , m� �. , Ill - DOUBLE SERVICE SINGLE SERVICE
:I PROVIDE CONC COLLAR �1- - - - - - - - r t
MAXIMUM BELL HOLE ELEVATION
INpUNP�4VE� AREAS - I =11 _ 11- I=Iliz- E-I = _ =I1- H_ Ell =1 =1 111
I8 I - :; i III III I
x8x6 J
= TYPICAL' UTILITY S WATER SERVICE LINE
_'- : ill 1 NOTE Pipe shall be continuously supported following
- :: - = kfill th maximum bell hole xcavation will .
II boc e o e e NOTES If water services are to he a part of the construction, _
, CI 80X LI
IiIIII�� ii,I4�IIiIII .iItI� 1I.�tI�iIIj,'1, :.�4V1.,,�t-11:';X1'-�I-1�,r�1�,1x�?".t;1��,I. ;,Y,,Zl-.�'#, k,q �,:�,,;�"t1-"l�IIV1,1,t-.4�--,
, *, �'I � ,��:I,.� �,��,.� -,_1_1 �_. I_I� I'_tI . _. ,`�_,I , 'I���I_.IJ, I-.I.1,I,_I, 1;,I: _'� . I , I �,. _1_�:_I�`1 .. I. � � '_I ,_ I -1��1. �Ii I I�- � i-._. --:-I� I',,��r ..I�.'-'tI ,,I-.'-�I _"-W=1.,l---�-:, I -*-I.-I-",'17I -1-'� 4I -. . :—1"- , I I I 11 � I ,- ---I---� � .I� � , -I . -.�--II --.,- --I I — I I . ,.I, -�-,. .�
,;,,:, Z#4 BAR Standard concrete thrust _ _ be os shown the service Ilne materials and location'I s Eo
will be
�`,X,,I . 1,__,.,'1���" _14i�,t-',-_,i,�., .1'I�. ��,,,.,,-11,�'",,l,",,-i1��,,�I,',-.�-I`.,- I,,�r4I�-� , 1�Ii',.�i b, ,g_`-,,',4_0, '"*,�_'�-�t,. -.- " V,, ,I1 -,i�'*- r,,�-,�,�1�,- ��_-',,�I,�,.,.,'�,-1�"",14_��_ .,,�t-,,I,-.,1�e1 'I."
, I� ,, _I.,� :�',z-,�_ ,,��� ,, ,,f:I��1, ,.�.1 , tIII -.,-� �, ', ,I � . ,',,:- .II . "''I.'I ,1t��,'fI 1"-,�1.!';;�.. - I ., -,.. �I�-I ,,L,7�,,1,I ,. : ',"I�I"�I_!-_:I,
'�1LI-��,,:_��'�. �,__,'I,. I,��I ;I,t�I� I,��� .,I _.�.,I I1. y� , 1� ,- I,,1�,II��1 1�iI,1. �.1� ,�, I. " __,��� 1", I 1, ., "�I ",:r� II I -; . . I.1z�
I ' �
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DRAIN SUMP, 4 GATE VALVE 6 V 3 _ _ 2. Limits of :construction shall be from water main to -I III
1 I Water morn
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T . D O o Concrete foundation block
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f. for full width of valve. 9 9 in water mains and are not resented as a solution to all construction J'
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' OTES 1. In order to kee lacement of Fire H rdront between
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M: NOTE Meter 'and meter boxes are not Inc) ded in this work
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Conklin ®�'tt�l' ��� n® IE� DESIGNED BY;
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# POST ICE BOX ,1976 CHECKED BY �9 94AED E ,P r r�i J
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SANE OAD FLOAOA 32771
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