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'GENERAL NOTES
FOR IDENTIFICATION IN CONTRACTUAL AGREEMENTS, THIS SET OF DRAWINGS IS
DATED October 18, 1991. ANY REVISIONS THEREAFTER WILL BE NOTED AND
'DATED ON TH.E .AFFECTED •DRAWING(S) .
MATERIALS AND CONSTRUCTION METHODS FOR PROPOSED -ADDITIONAL PARKING"AND
DRIVE AREA SHALL BE IN ACCORDANCE WITH THE FLORIDA DEPARTMENT OF
TRArfSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION,
1986 OR LATEST EDITION.
A.PROPOSED PARKING AND DRIVE AREAS SHALL BE CONSTRUCTED OF 6" STABILIZED
SUBBASE FLORIDA BEARING VALUE 50 PSI, 6" CONCRETE 3,000 PSI SURFACE
COURSE.
BALL PIPES NOTED Orr THE PLANS_AS RCP SHALL BE REINFORCED CONCRETE PIPE
CLASS I.II WITH RUBBER GASKET JOINTS.
C.PAVEMENT RADII AT INTERSECTIONS SHALL BE AS SHOWN ON PLAN.
r VE BEEN
s sxoAr r Orr- THE PLANS HA
r UTILITIES
;THE LOCATIONS OF ALL EXISTING Ir T
GIVEN FOR THE
LABLE AND ARE I
;DETERMINED .FROM. THE BEST INFORMATION AVAI ,
!CONVENIENCE OF THE. CONTRACTOR. THE SITE SURVEY WAS PROVIDED BY V: KELLY
SMITH & ASSOCIATES, INC., SANFORD, FLORIDA. THE ENGINEER ASSUMES NO
;RESPONSIBILITY FOR THEIR ACCURACY. PRIOR TO THE START OF ANY
CONSTRUCTION ACTIVITY, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO
NOTIFY VARIOUS UTILITIES AND TO MAKE THE NECESSARY ARRANGEMENTS FOR ANY
RELOCATIONS OF THESE UTILITIES WITH THE OWNER OF THE UTILITY. THE
LITY
UNDERGROUND UTILITY,
rCROSSING AN,
CONTRACTOR SHALL EXERCISE CAUTIOPWHEN
TE D BY THE UTILITYCOMPANY. ALL
WHETHER SHOWN OrTHE PLAN OR LOCATED
r L
UTILITIES THAT INTERFERE. WITH`. THE PROPOSED CONSTRUCTION SHALL BE
.RELOCATED BY THE RESPECTIVE UTILITY•COMPANY, AND THE CONTRACTOR SHA�14
'COOPERATE WITH THEM DURING RELOCATION OPERATIONS.- ANY DELAY OR
INCONVENIENCE CAUSED TO THE CONTRACTOR BY THE RELOCATION Or VARIOUS
UTILITIESaSHALL BE INCIDENTAL TO THE'.CONTRACT AND NO EXTRA -COMPENSATIONS
' WILf BE ALLOWED.
ALL PAVING SURFACES ITT INTERSECTIONS AND ADJACENT SECTIONS SHALL BE
GRADED TO DRAIN POSITIVELY IN THE DIRECTION SHOWN BY THE FLOW ARROWS ON
THE,PLAf!$ ANDTO PROVIDE A SMOOTHLY TRANSITIONED DRIVING SURFACE FOR
VEHICLES WITH. NO SHARP BREAKS IN GRADE, OR NO UNUSUALLY STEEP OR REVERSE
'APPROACHES TO INTERSECTIONS AND ENTRANCE AND EXIT. GRADES
;CROSS-SLOPES.
'TO INTE SECTIONS WILL HAVE TO BE STAKED IN THE FIELD AT DIFFERENT GRADES
,THAN'THE CENTERLINE GRADES SHOWN ON,rTHE PLANS. IN THESE AREAS,:'IT MAY
ALSO BECOME ADVISABLE TO MAKE MINOR. LOCAL FIELD ADJUSTMEDITS IN THE
",CENTERLINE GRADES TO ACCOMPLISH :THE 1,?URPOSES,OUTLINED. IN ADDITION, •THE
STANDARD CROWN WILL HAVE TO BE•CHANGED IN ORDER TO DRAIN .POSITIVELY IN'.
THE .AREA. OF ItITERSECT.IONS. IT IS THE, CONTRACTOR'S RESPONSIBILITY. TO
O
ACCOMPLISH THE ABOVE AND THE ENGINEER SHALL BE CONSULTED SO THAT HE MAY
O
,MAKE ANY AND ALL REQUIRED INTER?RETATIOrlS OF THE PLANS OR GIVE
SUPPLEMENTARY INSTRUCTIONS TO ACCOMJ?LISH THE INTENT OF THE PLANS.
THE UTILITY COMPANY THAT OWNS AND OPERATES THE EXISTING WATER, SEWER,
AND DRAINAGE SYSTEMS IS THE CITY OFSANFORD WATER AND SEWER DEPARTMENT
AND THE PUBLIC WORKS DEPARTMENT. THE CONTRACTOR WILL BE EXPECTED TO-
MEET ALL REQUIREMENTS OF THE.UTILITY COMPANY.
`JI
:SANITARY SEWER SYSTEM
ALL SANITARY SEWER PIPE SHALL BE PVC SEWER PIPE CONFORMING TO ASTM D3034
SDR-35. INSTALLATION OF PVC SEWER ,PIPE SHALL CONFORM TO ASTM D2321.
N
SEE ASTM C-12, LATEST EDITION, FOR CONSTRUCTION METHODS. A HORIZONTAL
�O
SEPARATION OF. AT LEAST 10' SHALL BE MAINTAINED BETWEEN WATER AND SEWER
�
LINES. WHEN THE WATER LINE CROSSES BENEATH THE SEWER LINE AT ANY DEPTH,
Z
THE SEWER LINE SHALL BE ENCASED IN CONCRETE OR THE SEWER SHALL BE
DUCTILE IRON. PIPE FOR A DISTANCE OF 10'. EITHER SIDE OF THE CROSSING..
DUCTILE IRON SANITARY.SEWER GRAVITY PIPE SHALL BE CLASS 52 DUCTILE IRON
POLYETHYLENE LINED.
BACKFILL FOR THE SANITARY SEWER SYSTEM UNDER ROADWAYS SHALL BE COMPACTED
TO 98% MAXIMUM DENSITY AS DETERMINED BY AASHTO T-180.. OTHER COMPACTION
OF BACKFILL SHOULD BE 95% MAXIMUM DENSITY AS DETERMINED BY AASHTO T-180.
WATER SYSTEM
BUILDING WATER SERVICE SHALL BE CONSTRUCTED OF 2" COPPER TUBING TYPE K,
PER CITY OF SANFORD SPECIFICATIONS. ONSITE WATER SERVICE LINE MATERIAL
SPECIFICATION SHALL BE PVC SCHEDULE 40 PIPE.
F I T'M FOR FIORCEMAI N SHALL BE MECHANICAL JOINS', uk TILE 1"
ALL PLUGS, CAPS, TEES, VALVES, BENDS, E'C. SHALL BE THRUST BLOCKED PER DETAILS CN THE PLANJ.,
THREE FM MINIMUM COVER OVER F'ORCUlI}1IN.
FDRCfl�AUf SHALL BE PRESSURE AND LEAKAGE `I£ TEI) -IN ACCORDANCE WITH AWWA STANDARD M23.
FORCEMAM SYSTEMS SHALL BE TESTED FOR TbO (2) HOURS AT 100 PSI. FORTY-EIGHT(48) HOURS
WRITTEN ADVANCE NUTIFICATICiN TO THE ENGINEER AND THE UPI M C CMPANY OF THE 'TESTING WILL BE
RETIRED.
EROSION AND SEDIMENTATION Off` ML
1. PRIOR TO ANY 0CNSTRUCTION ACTIVITY THE 0MRACIOR SHALL INSTALL EROSION AND
SEDIM NI'ATICN (zJNI'ROL MEASURES SHOWN AND PROVIDED FOR IN FD7T INDEX NO. 102. AS
CONSTRUCTION PROGRESSES, THE CCHIRACIM- SHALL PERIODICALLY GM THE SEI)IMQ` MnON r
Off` MLS AND REPAIR THEM AS NE MSSARY TO KEEP THFTI IN GOOD FUNCTIONING ORDER- THE
CONTTRACPOR SHALL ALSO PRC7I'EC:P INLETS AND UIM SIDE APPIMENANCES FROM SEDIIXENTATION
USING PRMECTION AS DETAILED IN OWSTANDARD INDEX N0. 102.
2. THE CONI'RACMR SHALL ODNWCT GROUND STABILIZING MEASURES (PAVING, GRASSING, ANLaM)G,
AND IUDDING) AS SOON AS PRACTICABLE FOULWING FINAL GRADDiG OF THE SITE.
3. FIOUDW ING OWLETION OF OONSTRUCTICN AND CUIPLETED STABILIZATION OF P(7IEKTIAL EROSION
AREAS, THE MMMCIDR SHALL REMOVE SED MENTATION CWFROL MEASURES AND CLEAN AND
REPAIR ANY AREAS AFFECIED BY THE OCNU1RUCRON ACTIVITIES
3
ALL STORM DRAIN STRUCIURES ARE REFFE�iENCI;D M FLORIDA DEPARTMENT OF TRANSPOMFIbN ,INDEX
NUMBERS AND SPECIFICATIONS. . THE CCN RACICiR IS TO OBTAIN A COPY OF, FLORIDA DEPARDI NT OF
TRANSPORTAuw ROADWAY AND TRAFFIC DESIGN STANDARDS, JANUARY 1988 OR LATEST EDITION. THE ;
CCk MCIOR IS TO ABIDE BY AND CONSTRUCT ACx WDiG TOTHE SPELTFICA'aONS CALLED Wr IN THIS 3
MANUAL. ANY VARIATIONS FROM THIS MUST BE APPROVED BY THE EICIl'JEIIt PRIG TO OOMSTIRUMON. 't
SOILS INVESTIGATIONS FOR THE SITE WERE PROVIDED BY L.`J. NODARq & ASSOCIATES, INC. THE
CJONI'RACMR IS `IO OBTAIN A COPY OF `THAT SOILS REPORT FOR REVIEW PRIOR TO CONSTRUCTION; AND THE
0CNSTRUCTION IS TO CONFORM WITH THE RE00MMENDATIONS IN THAT REPORT.
{
Conklin Porter '.and Holmes
ENGINEERS, INC.
O POST OFFICE BOX 1976
500 W. FULTON STREET DAT E
SANFORD, FLORIDA 32771
TEL 407 322-6841 TEL 407 831-57.17.
,...
1. CONCRETE PAVEMENT CONTRACTION: AND EXPANSION JOINTS SHALL BE .TO 1P�
NOTE: RECLAIMED WATER SYSTEM
STATEMENT
M _
: 1:. T, C SS C S NDARD SPELL ICATIONDETAILSANDPORTLAND EMI;NT A O IATION TA F Q•PHE OWNER S AGREEABLE TO THE USE OF CITY OF SANFQRD RECLAIMED WATER =_ Lake
AND ESTIMATED THE AMOUNT TO BE 4 781 GALLONS PER WEEK TO B U IZ D RECOMMENDATIONS. THE CONCRETE INSTITUTE OF FLORIDA INC "IS ) II• �,. Monroe.
E T I L E `�� _'' } I tI •r .
C DIN O N O FL R DA `TELEPHONE 407) 423-8279 • ` EXECUTIVE sM ���•
FOR SITE LANDSCAPING IRRIGATION AND WILL HAVE ON SITE IRRIGATION LO ATE RLA D 0 I ( ; �j �J
SYSTEM AVAILABLE FOR USE. DIRECTOR IS JACK PATNE.
\Z�
RCtSSUS :._ t1�! AVE 9� i ON -SITE"-
AREA AVAILABLE' FOR LANDSCAPING IRRIGATION IS 2,200 S. - r = -- r'°-;r- �•c �1 -`'`l! F 2. INFILTRATION TESTING OF rEiE SANITARY SEWER SYSTEM WILL .BE
ADDITIONAL IRRIGATION AREA WITHIN SEMINOLE COUNTY R.O.W. IS 1,560 S.F.INFILTRATION,
AREA REQUIRED TO BE PERFORMED BY THE CONTRACTOR . SHALL �;•: 7: • , m I f �Q, �'�
FOR A TOTAL IRRIGATION AREA OF 3,760 S.F.
,,
z, 'NOT EXCEED 150 GALLONS PER DAY PER INCH OF DIAMETEitw PI,R MILE OF
r . BM
r r , 1„ r r - LENGTH. IN THE EVENT THAT GROUND
WATER IS NOT ENCOUNTERED' DURING
WE ESTIMATE THAT THE TO WASTEWATER
TOTAL AMOUNT OF A IEWATER' FROM .THE PROPOSED CAR
SANITARY SEWER CONSTRUCTION OR IF THE GROUNDWATER.' ENCOUNTERED •_
25
WASH TO BE 28,000 GAL.- PER/MONTH. THERE IS 3,760 S F. TOTAL OF a r
„ T N TESTING G 'OF :THE .. 2 i I 26 . W!,_II L1�'�, {�- a.�a, ll. {
it
AVAILABLE LANDSCAPING IRRIGATION AREA ON -SITE AND ADJACENT RIGHT -OF- IS NOT 24 ABOVE THE TOP OF PIPE, EXFILTRAL'10 N I t >,� _-{_ ,`
:WAY. WE HAVE ASSU D "- SANITARY SEWER SYSTEM WILL BE NECESSARY. THE PELTING WILL BE t , ",I: QISC^.•1Cy. --h�••-:AIL
ME 2 MAXThfUM APPLICATION RATE PER S.F. PER/WEEK - - -r
ON AVAILABLE LANDSCAPING AREA. THIS CALCULATES AS FOLLOWS: THE RESPONSIBILITY OF THE CONTRACTOR, BUT WILL BE WITNESSED BY °•; I ; i t I C
1 REPRESENTATIVES. EXFILTRATION I °3
THE ENGINEER AND THE UTILITY REP I I o
3,760 S.F. X 0.17 X 7.48 GAL. PER/WEEK 4,781
SHALL NOT EXCEED 150 GALLONS PER DAY' I?ER INCH OF DIAMETER :PER
GAL. PER/WEEK 4,781 X 4.33 = CAL PER/MONTH 20 703----o'I' i1="
MILE OF LENGTH INCLUDING MANHOLES. ALL TESTING SHALL' BE
WASTEWATER 28,000 GAL. PER MONTH = 74.6 REUSE RATE •-T u t to �. 7, 1 w-
/ E
D G I rY OF SANFORD UTILITY. . , ,;FORTY � p „ - ..:, � � f 1
WITNESSED BY THE, ENGINEER AN
1 V WILL. "BEREQUIRED. __--
EIGHT (48) HOUR WRITTEN .ADVANCE NOTIFICATION I 'I rH �� sr
u 39 ..--�----- t w(�
e r A :. u ° y• J Z z5 a L�lhu
L�N®SLATING LEGENDBIA
If
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• C7 I 01 r 'r- tTs"11.
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(lo EA WA-reV L10 . THE CONTIZACTo� I i { --- -- -f..,..�
5HA111_ CONNECT TO EXIT. I4" I I�= 35I�TE I -_-- �UL7 _ 9
,. 8TH ,s _ _ ,..,_ ••
QNU UNG NS 171. 12.W.M. LOG. ON 5. 5lIJE Ot= -
SIt_vE12-I'NoI2N (ELAGA 5 p E ) � il:r ,,a :� :I� •;; , _ �:`' :; �"
O COUNTRY CLUB r 2 CONNECTION °
AbJACENT To STET t2/W- 30 M.IN. 1-IEIGH'i, ALL 8� MAM W 14'•xG TAPMN(�
NCrt AtOJACEt�1T -TO t2/W 24 M1N. 1-IEIGNT, SLG�Vc VALVE ANb &t2EQ. � • { -
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CITY itv 1 \ I,_a,
8 I
ACTIVITY
NAME
DATE
DESIGNED':BY:
J.MrD,
0/9
SCALE 1T'a20'"
DRAWN BY:
D . E aF °
O/9
3-//
E-NT2MCE InrrO BAVAQEA4 E RELOCQrED (2-) ER
VACUUM AREA6. A5 REQUESTED BY OWN.
J.M.D.
DATE:
CHECKED` BY
,. N s.;
0l 9
2. G •.92
EIZ CIFN OF SANPOP v 6 <�twot.
GoUNN CAMM E 5
J.M.D.
OCT, •19 91':
APPROVED BY:
B,IC.CONKLI,N
0/9
(
I7-011
EY.ICTIAIG c Pwp,06E0 U!(RTFRdI1 a
JOB NO. VIE01 Q4gOt7
REGISTRATION NO:
11092
N 0.
DATE
REVISION
APPROVED
7•" �Gofherti deto'itos desired
TOP EL. 4�.30 .�
-1===t---
Bnnd Beom-2 - No Q Do's 31 15moX'J
=1 2.112"
inlcrmedlaieBoldBeams ---I-
p' 16'0C with I•No 5 Dor
I
in each bond Deom.
CV
�• I I I
3 i3AR2 @ 32"
• I �r q II ij II
I I
No.3 boys of 12'o.c. -YI
7 po+els #9B9k5@ 37 \L ff 3
LNo 3 brns
CROSS SECTION ELEVATION
NOTE AIL COV2E7F HLLJCK 494LL SE FILLED
WfT-u 13Q0 P.S.I. CONCFE7F.
RETAINING WALL
ALONG WEST PROPERTY LINE,
S.5 i
PROP• 12X18'
E 2.G.P
�J '
PrOP 4'-T' HANV)2AIL
5EE DETAIL TWC2 5NT.
3 (0' 2`
PPop TYPE "E" INLET
DoT INDEX �232 W/
ALUM. OIL T2A5H
1.5'
SKIMMEt2; GRATE
1.5'
EL A-4.0 , TI-I E20A-f
BOTTOM OF SKIMMER
EL.43.23, TOP -OAT
pr2op Ga __AVG
W1nTN 035'
EL.45.o0
(
N' t
r�1101?
5' CONC. SIDEWALK
SHALL BE 6" BELOW T
INLET OR LOWEST MI
44
�+,
I' OFF 12/W LINE
F2Vpp
3
`
EX I5T 612Aoe (T\(P.)
3
f11,�TTI=i,
0 N
12N.W.E. 44.0I
ALLIM. OIL � TI2A5N
fii
4
YES SEM. CO. REQ.
SKIMMER -(op EL 44.50 -_
50TToM EL. 4?3-3 Q
__-
I Q
2
EX157r. rVMT
SEE DETAIL k71CNT
1
prop IZET�r-T.
rV_ Op 12" X 18'
1 EL.41.30
/
BOTTOM EL.41.(0
R C r
\
FL 41.40
EX)ST. g11 WQ"r�I2 MAIN, GoNTf2 o��NA 4L
1
PROP U-7. 1 be-: rONI9
SEC-'l ON
►,A, -,.A,.
I
I2EGRADE EXIST �,
?�
SCALE • Hot2lz- I"=10'
Vtrf2Y I"=2'
+ f +
�! 44.5
ij
4.5
8"PU.C.
®I.0°/o MIN.(TYP)+
EQUIPMENT
44.6
+ +
44.
+
44.141
L-
/ �+
G4.8 447 t i I H/'7 V1IUtr_ hV11 H 1 HG LI I Y /1HI L-K
h Q4.5 3 TfPE "E' INLET" t q%
U � �0 pf e CONC. E. FLow ' Imo• � � ; cemITI-41 T AND OWNEfZ. #¢
h I 4s.o 44Q f; INI(4P�13 INV. �1.4 t , n INV. ,4I.: ,, 2. 2. %df2 MQINTi4 N N 3' GO
i' �pr.�NDEX 0 ~t T i�� l Ca V>✓�2 C1Yf?)
PROPOSED FLOVI/. ®iSSiP;ATOR DETAIL 44.6 ,4 44,7 �., ;. • ' �5 , . 44.4 ,
- .1 dV�I2 IrjCISTIN� 8 WATlr12 MAIN
. k = � fl ; SHALL, �tr i H� I2�t�oNSIl3ILITY
1 :�� ; of "Tt-}E CoNTtzAGTo>� oWN1r I
pl2opo5E0
12ETAININCa
bA/ALL
mop G12Ane
T EL. 46.0
r
ELEV. 44-M
TOP OF INLET FOR INLET W/ THROAT C.-I "d
PLACE ANGLE BAR 2' BELOW
OUTFALL STRUCTURE WEIR ELEV, 4J.Z3 Aluminum R 8' x 6' x 2' Alloy 6061-T6
a" 6"
/i' 5- 14' I'-6'41'�f Equal Panels 6'-6" Mo! x.
�r. For Bicycle Facilities-� � �-_ •1
2%2'x1/4- ALUM. ANGLE i Tap Of, Retaining Woll
(TYP) G Handroi!
8� FIT AND WELD
'Nole
(TYP)
0 0 0 0 0 0 0 - Handrail Ex ns!on Joints r
ARSE PLATE Shall Be Located In Panel
Above Wall Joint ELEVATION
Additional Rail When Plans_.\_ _ -
I 12" I ATTACH BOTTOM OF 1/4' r o" Indicate Handrail Adjacent i 1
LAC BOLT ALUM. ALUM. BA To Bicycle y c 8" Galvanized Steel Anchor Boll
FFI�, 2' BELOW 6' 6" y e Foc'hl (Galvanized 0-Bolt Permitted; Exponslon.8oll Not Permitted,
ANGLE' TO INLET 'I'-1`- " `O
P� () BOTTOM OF FIT nEIA r., Galvanized Cluster Plate At Top Of Wall Permitted)
OP OF (�') I TO . BAFFLE %tc �� Aluminum Roils And Posts _ _ -
R ELEV. 43.23 I r -__ ___- ----- 2"�0 Schedule 90 Pipe Or _ Galvanized Hex Nut & g'Golvonized washer
----L-- __ ---- Al 0 6" Wall Tube iD
- - Alloy 6061-T6 - Bose Plate ;
-te Aluminum Sleeve _ _ _ g" Thick Resilient Pads In Accordance With
4"x i' Aluminum Set Screw Section 932 Of The Standard Specifications
EXPANSION JOINT concrete
- Sidewalk Or Bikeway
Handrail And Gravity Wal! Required
When Oropoff Bock Of Sidewalk Is
More Than 10" Exponsion Joint
NOTES l Seal With Poured Rubber r
1. All fixed joints to be either welded all around "x 8" Anchor Bolts
and ground smooth or standard pipe rail fittings
at the contractors option. Posts shall be connected
10 base by weld only. Weld filler to be alloy. ER5356,
ER5556 or ER5183.
i
2. Nuts, washer, and bolls to be hot dip galvanized In
conformance with ASTM A-153. After- the -nuts hove TYPICAL SECTION AT POST
been lightened, the anchor boll threads shall be
/A�D TAI distorted or the nuts and bolts spot welded and
NL. T"\
I I I coated with zinc compound.
NOTE: ALUMINUM HANDRAIL ON GRAVITY WALL
I SEE GRADING PLAN FOR
OUTFALL STRUCTURE LOCATIONS. F RO T. INC�EX # 220
I
ej
!, NOTE
..- _ RETENTION DETENTION RETAINING WALL TOOTER
rl� REQUIREMENT: THE CONTRACTOR, AS PART OF FP,01P ALUMINUM NANORAIL
THE .CONSTRUCTION QUALITY CONTROL PROGRAM, PEP- 00-f. INbEX_t�_s20
- SHALL CONTACT THE SOILS ENGINEERING FIRM ADDITIONAL UE115141^ IFE- LUlkED
TO PERFORM AUGER BORINGS ON A 10 FOOT FIN151AE-0 Cr2 UG ADJU,5T TO P20P06ED S' S10EIA/A(K.
�- - _ -SPACING ON THE • PREPARED FOOTING SUBGRADE EL. 4S.Oa 3° ffE DEo41L AE6VFJ
45 T, ��� TO ,ASCERTAIN THE DEPTH TO HARD PAN OR,
EL:45.0
44.E { . . n I :-:,::;::;t:'. ::o;::;.::.::•:.;::.;:. P
C� f 4. Y OTHER CONFINING LAYER. SEE SOILS REPORT `l/= = t' WEEP NOtES FORMED BY
4 44. �\:,..s:
�t �
4-
Tp
�J Y
d t� tt � i <::^�:: 't i •FOR RECOMMENDATIONS FOR DEALING... WITfi ' U a .� ) EMBEDDING 4" MIN. DIA.
/ t t
i
,
r
44. I 6
8 `: PIPE AL.SPACE
IN L P W 44. -r P
RE
a.-
4 CONFINING LAYER, IF .FOUND . J . NO
S ' �`' NIN A L. N )✓ ..
44y f' a 44. �'� _ o 0' O 8" ABOVE RET.
.....:...:..:: r o" At2EA l C I2 T
1
t; � a�r,nr-rnrr?� Tut pRn.T>~rm ita��n•1Ot; •"ICI i1r.- I f.II.FT. -� �� � r
44.
-TYPE "V' INLET
p12o1P 12ETAININCa� INV.41,5 (T(P•)
WALL (iYp) _.` O O
C1ZEMoVE) l # 21 L/
rO
i a
-
t nsns
2'
-F_ P I1
• -rApE12En ENI� A5.1 �
SECTION 61 ' Gt2r r tove) (qq �_
PROP 12 f. I g'
l0 ifI�"';cue-
(REMovE)
e
�O P.S.I. Ca�IC,eETE
/// �-
_ 5- I z+4 (,#1 44 G1 ,
Conklin Pa0
Po
u 24 LF- 12"xIS" I �ti 5 E�51�r Fo12 I'' 1 THE SITE CONTI2AC`TO12 `3HALL_ CON5TI2UGT 0 18" O.C.
I i PI20P 65 4 I?YG• t2.C.P @ 0.40 /0 1 ' Sr lPrt�l ' l PrZOV. ' { CONCRETE FLOW I�I�IPA'COr2 AT OUTFAL (Typ) 35"
FM. CLA59 7C1� ` I I
1.14' - 4q•21 PLOP. LIFT 5TA,ION ' OF P120i- I2'x18' EI?G.r, SEE VeTAIL T1-115
P�,-O- RETAINING WALL SEE 5HT. d �DPZI I. CONT TL
,GMEL IU-) ALL. /NAWNIS ` IT, Y_t 61
TAPE 1N71ZE�lCN OVER. i I1 t i I EL. IZ.C.t? 3p
F0� E MAIN NA�F
EL. 40.E
SEE 5NT. 3 Foal lu_ . •
OFF -SITE lMr'12oV.
PtZOP 35" x 3-Q" WINDOW IN ;Z TA(NING WALL..
LLGEN[� COMPACT piles t3EDDING aAcKr-IL-l. To A
S
DENSITY of AT LEAST IAl3% MOD. i� ocroR
OP {-tIyT. ��G EX15T SI�Ur.ELEV.
NIAX • ol2Y GENSI-fY 1=ot2 A PISTAt�1c>C OF
5' E ITl-tE12 6IOE Or- WALL.
5' 20' 22' 52' 20' 401 I a3a pI2oP SPOT ELEV
VZOP05ED PIZ01013AY PIZOtP05ED '�� EXI5T CONTOUR
PAI2KINCa
j Ex1�rING/In/ WINDOW IN WAL_..A INLET
'ZO' Z0' 2o' 6.33' S.33 8.33` 2o' 2o' 20' Aft? /W� 1O� CoNTOCIYL
" SCALE : I"= Z'
t ® PROP `TYPE "V INI.E T 1=n.o.T INIec#221 '
NOTE: U5E SAME DETAIL FOt2 WINDOW 4T ELOW pISS1PAT0�'.
P20t? T%lpE "E" INLET 1=r70T. 1Nt71c"X 232 WINDOW 01MC-NSIONS 5NbLL BE 35' WIDE X 33" MEP v}
W/ ALUM. 01L d, Tt2ASN SKIMM1r�
EXI5TINC, ��' war I'.VC. WASTE•WAT-12 UIZAINAG�PIPE,
TDPOF PQOP. IZETA(NING MALL l.l.' U.45:30 4y.1 6;ZAUE WYE 8" GLE4t1-OUT
44.8 A4.5 44.6
83 73 .63 �4 I I7120P OI2AINAGk FLOW 01t2ECT10NA.L
CLEAN SAND FILL ° ° v� - z ' • ' , ° 0 4426 444 AI2120W
MATERIAL
To 90% MAX. DENSITY
PEP- ASTM h-IC,57 �� _- t 3.t ATCN (9
M
GONCzETE SUtZFACE COU125E, CLEAN-
pI2U1�O5Et� l2ElN�Ot2GE1� -TYPE „V, INLET oUT pVMT• k 1(� `�
300o P5.1. CAPACITY Z
GONGI2ETE MASONt2Y (TYt2) Ebb' /d ASPHALTIC CONCRETE TYPE 5-I
1ZETA.WING WALL (75/8' WALL) EL.41.�1 " 5TAt31LlZED SUB BASE INhEX#221 , - 2"±1 "
5EE DETAIL AP�OVE -' GD CAMpAGTEiO SU8C�12Abt;
Fa.V 50 ps.1. 8�00 �ENb - 8° 5EE SOILS ENGINEEtZ_>
I?V.C. - 8" LlMEi2OCK BASE COUIZSE COMPACTED TO
INV. 41. _ C�' 1.0%MIN. i2ECOMMENbATIONsP.) qg% MAX. DENSITY t�Et2 AASN to 1-180
10" STAB' ILIZGP Sl1B-EASE, FgV. z5 PG.I. COMPACTED
SITEGRADING PLAN''.
EL.40.0 MIN. SCALE. I (012IZ I'=20' TO 15% MODIFIED MAXIMUM DENSCCY PER AASNTO 1-180
/ A
VERT• I
SECTION 'y� B \' FIEf O VE21 FV�LOCARD-41 F
ACTIVITY NAME DATE _- SCALE 1":20' DRAWING NO•
and Holmes DESIGNED BY J.M.D. 0/9 PROPOSED CAR WASH.
DRAWN BY D , E , F , 0/9 3-I%�Z ENTRANCE INFO 81V A2EA5 -RELCCATE1XZ_)VAC(IM J. D.
AREAS d SEWE2 ALIGN. TO L.S. SLIM. MAf CO. DATE OCT. 1991
F O R
ENGINEERS, INC.
POST OFFICE BOX 1976 CHECKED BY Pete SEMINOLE Go. cIT{ of
J.H.S. �0/9 2-ro 92 GoMME S.tv1.t7. 2
Of 5
500 W. FULTON STREET DATE TO FOR APPROVED�B.Y B,C.CONKLIN 0/9 I 17101 PROP LTM e � WET. WALL LEWIS EDWARD WHITE
SOB NO W0104.00 R
SANFORD, FLORIDA 32771 FLORIDA
TEL 407 322-6841 TEL 407 831-5717 PROJECT CONTROL REGISTRATIONNO: 1 1092 N0, DATE REVISION APPROVED CITY OF SANFORD,
FIAR ;. 110,92 ;r
a!,
It1IM
i
t
R1-1 RS-1
,30" x 30" 30" x 30"
AFMOX. 30o WEST of AIKrOK I t:;LVt7
MEt2 SC-M. Co. t2eQU112eMENTS. 120 OT ENTER „ 4'x „
NO-tE: ANY CONSTRUCTION PE12Po12MEC� IN -f"IE �`lGN Ck�-U M Op GoNNEGT To EX15T. t4"
I SEM. CO. 12/W 6NAUL 12EQUIRE A CON- 2EI�UGE12 t7.1. 12EGLATAPP W.M.
3$ 2. W/ 14"X 6 TAPPING
5T12UCTION ZONE PLQN/ PERMIT ANI2 PQOD05ED LIFT
F ApptZOYAt_ PROM TRAFFIC ENGINEEi2lNG tiTATla�l 9EE morioSev 4" SLEEYE VALVE-
ApNWx LOCO -f� -' 12EGLAIME-V
i AT LEAST 5 OA`(S PIZIOR To START OF - ENTRANCE 616,11
�� } EX15T- r-M- KYe�ANT z GoNSTI�UCTION. 6l'T. {� 2
r
rat �+ � 1ZEGt2AbE EX15T• SWALE FOI2 --
r I p051TIVE FLOW 1=12oM PP-Oi? _� v', It
4 } - —
4 GAi2 WASH t�I2AINACaE CULVERTS 4
' { TO N012TN C-NI� O� 12 fl8" 1Z•C.I? !terS1TE VISIBILIT (LINE pE12 /
`" _ -= AASNTO / 35 M.I?N. STOI°I'ING
# 0peN-GUT I2EI�AII2 11Nb 12 7-ll nt21VEWAY. MAINTAIN �XlST �,,, _ f '-- c SITE P15TANGE 25o' (TYp)
EXIST. 4SI�I�ALT D121VE Id ecr WvTN,.<i24-1 510E `MOPES. �jOD 2
- - D A�_..
-... _. - - -- - _....._.__....._.__...._ ALL .. I°�T�1ZP�EIb -AIzE -...__ .
CD SEE LO _T _ - -
_.
:
3
_ 402 0 N
r
c9
.+ .J ,may
l T
EX 1�
I COfs1 EGT PROf4 4 {?V.C. KM. _
I`I f n IELb LOCH E EXIST W.M r "'•-~
. c
x 4 _,
u TO XlST• t / 2 AVoR0 CONFLICT STwN. _ - _ _ 6 7 --~
l .
E a= L �_
T111'plNCa VALVE 5LEEVE f �; -' 1 13K01? 4 FM. EXIST. Vltt `� r ' _ ._- r' �., �o * I
t/ ze '" ,u _ ts, = - 12XV (M. I^ }
i -00 TIZUCT FM UNt7E12 \ _ - -- v• i _---
4
`� ` �� WATER IN --_ - - �� `'' _ �T� IpELEL�W I�OUP�L� Q rya }
_-. -
_ �.
' P-4' F.t"h: '--" _....m--. >' "1~.J � �' � f-w„`-„'""' ".d• Ya ...--,•--~`~`....---....--- _ _....--
_�
- - - - '- �.. _,_..._._. _.... _.� �_..,,,_,_ /• _.__ . -__ ._.. , _ _.r �0' r - � ! ..�•-'r'� .,,-..,""`.•......... __.l ' - tilt .-. I i 4 -- _''^. -. _ _._ .......... __ ... __..... _ _-__. _•- . - . %�i }
,
., OF? " t V.C. -I - _ - ..� -". t « C - n r
} CLA55 200 �--Pt2of? bBL SoLln• n
, FoI2 CE MAIN r� .._ _. __....�....__..__. ,f" ..-'�""' � , ,,�'.✓,- � I �- � ` ;� .� � .. -, fix. y .� � •� . _ « ,
s 1
pao OL t� ILVI-tI-TE`"" 1r
--- rr
C b.N OUT E S .._ ...~ --•''` . , _
� \,\\•. ,.. a \ r . ....: ;. r.- ....- LANE --LINE y l_.._ � •.-' r3 ! `i ' w" - =� ' - _ ,
_ a
�� 12x18 j2.G.p
EX 1ST. 12 pV. C. FM. � ..---- •.~..' - -- 4
LIB LdC4TE #> Y- _ __, __. _ _. __ . _ ._ _ _. �= ~MO -- 1 `� t
v _ _...._ _,_.. __-.w_ Y
_ _... _ -
FlE . i I '� 1 � �:,.___ __..._ ...._...___ .._
•
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, _..._ ... _...-.. .. ........... _. r'",, - ...____....... ...... .. may..,,,, -'°^"'°. `f J-
!
./ ...._ .. _._ _ 1 • ..
:
L. ✓ %, OAS EXIST 5T121 ING u _ - -LI
«••�-.,.,, Yj i "� � . -, z C�J � p• D`C .,, .... ..__.._. .... .. ..... __.. ....._'. - .. .... _. _ , 1 f'1 - .... �/ ) —_ ._ � _ -- (h g _ '-' �,�` - i'� �- .i .� < I {
-
� � tl
, /
r —
/ ... _......._. TNERMO PLASTIC 24 NN/TE
U r _ 1"t R US
r� _. / ra",j
I,- BA
STOP
4' 5'SIDEWALK
gTOKACa �—
. O'
3 '
i F 1 <A:` `{ , V r�•�E; 30, HI INTENSITY. }
l E C12
STOP SIGN
I
�lG-BHT-OF-W,AY IN1f�V�M�NTs RIGHT-OF-WAY nlr.s.
NoT+Y
GoN�-(i2UGT�P IN AGC61Kt2ANGr W1TH st✓miNoL� 4 DOUBLE
CovwrY ��G1 IGATIOt XW212 YELLow
42MO
1iaHT- O�—WAY P� F-MIT 1Z�QUl�2�� �12oM LASTI
r 'PLASTIC
' 2�MINOL� COUNTY•
s EN. A. O. u.r? SIDEW LK /STOP LOCATION DETAIL
NOTE -ALL MAI2KING5 HALLbE �'Ei2 NEW W ( 12 )
G" GOGE LINES, LANE LINES SINGLE CENTERLINE (SICIp) comcArio/�/ As REOu/REO
12.hM.'5 @ 2D' CENTERS WITHIN UD' OF INTEI25EC-TION, " 9. 'D Y 0 EA151 /APE-ROP
ryJ,q,�', '0.4Y DENS/TY PER AA5NT0 T-ISO `
4D' 5PAC1NCa OTHERWISE-. PEVeST121AN C1205SING5 TO
BE MIN. OF 2' wive. \ III IFS IIII r lllJ=ulll /
�� Ilil III 2 i
\� f' 46.8
V. � / : - VE12TlGAL SITE V151BIUTY LINT= (TYr?) 4
Bl •0ireclion41 Mbei \ /
- \ D.� 24' MAX.
Ralsed Reflective N°nter
40' GENTEIZG
-- 3
u 44
Lurie Lines "4 N `� � -�-- �
/ 2'- a' � q►�- d IIII
3.3
BE VERTICAL 1�hOt=1L� 43
Bf-olrecl;o.:al.f„ter O!/ER EXCs�lifl-T/O/Y Tb
/5' F/LG ED W�APP�?OI/ED �-J/JIER/4L
• � . /SEE Sf'E'C/F/CA7-/GWSI _
6'- 7'
42
16 s.f.
EACKFILL DETAIL
41
NTS
.mow �rrTEx/sr .�+w cvr Fx�r.
Broken While Lone Llne -While 5URF4CET0/NT �SUF�F�10E P/Ir/�Zb
SURF4CE REf�ACEM...EN1 R�Moti�i C. VERTICAL
° Y/ E (�
Yellow Edge Llne _1_. �„ � .. Y C�•R ! I�A� SITE VISIBILITY ®G�AI�
— virc// w/OrH,/w) f q
30'-- -lp 30'---Ip -- 30'-^l0'^ { �l � E F EMFwT SCALE' I CIZZ.
TO BE SAME MATER/A(, .
r Broken Yell6%- Center Une }AS EX/S7 g4 VE12T 1"=2'
Dolled Llne (Turning Guide Llne 1 1 i- � I •
6"
�., _T_
4-2-1 4, ,�, Q, ,® 4, I® 4, I® q IZ', T Flo' } .30' } 10' 1 30 _I _ reltow IIII®►}► cv _}u}_nnl
While LS' W wn,
Solid While Edge Line Or Lane Llne COMPACT i0 98% 3G"MIN. COVER
MOO/F/Eta FYZOCTOR pe;t SEM. CO.
Two -Lone Possl Prohlblled (Yellow 1 �" III{
�I MAX. bi2Y t7EfVSl7Y =
® 4, T pEP AA6E-1T0 T-/8o
6• 5olld White Channellzing Llne
T _L I►III
IZ• '
Double Solid Yellow (Or While 1
PROP 4' p.V.G. FoI2GE MAIN
G' Exlenslon Of Edge Lire Through Cross -Over Area
I
FOR BACKFILLING BENEATH RIGID PAVING, INCLUDING ASPHALT WALKS, DRIVES
T # 6 # l0„6 # !0' 6 Ip ;6, lO' 6'I /0 '6'I T PARKING AREAS, ETC.: AND IN OTHER LOCATIONS WHERE SO INDICATED: THIS - 1
INCLUDES BENEATH PROPOSED PAVING. OFF —SITE UTILITIES
• �` White Or Yellow
TYPES OF PERMANENT LONGITUDINAL LINES
I
OPEN-CUT & REPAIR
(FOR ASPHALT) $cSTRIPING PLAN
ACTIVI TY NAME DATE
I_„I r)DAUUlnlKir) A A ^ `■N A ^I O f
I--. -- - -
Z NOTE GoNT12AGTo# , 5HAL GLEAN oUT EX►5T•
V12AINAGe 5\(STEM p1pE� 54VALES
1
A3 b
s N �.
-GU NOT ENTER 1
616A1 Cl!? 7 /)
v 4
G
*NOTE:
SEAL ELECTRICAL WIRES TO WET WELL
IN CABINET WITH "DUCT SEAL" OR AN
APPROVED NON -HARDENING SEALING
PUTTY. ALSO PROVIDE SEAL -OFF
IN CONDUIT AS SPECIFIED IN THE
N.E.C. FOR CLASS 1 DIVISION 1
HAZARDOUS USE. (PLIABLE DUCT SEAL)
j
�i
f
SWING CHECK VALVES W/OUTSIDE LEVER ,MLIELLER OR EQUAL (TYP)
& ADJUSTABLE WEIGHT (2) I
ORIENT HATCH IN WETWELL TOP PLUG VALVES "DEZURIK" SERIES 100 (3) OR EQUAL _ �, �, _ #6 DIA. REBARS
PER PUMP MFG. RECOMMENDATION. '
MJ 1 /4' BEND (BURIED) /
AS REQD. -4
y •�-
CST Mf li. V MJ f'LVV V/1LVG YY/ V.I. VHLVG DVA /
g & 18" X 3" CONC. PAD
4" X 4" MJ WYE BRANCH
CONC. FOOTER - - A 12"
/ 4" P.V.C.
CONTROL PANEL / Oo z L
12 � -0 - I
MAIN DISCONNECT 1� 0 4° D.I.P � \
ELEC. METER \ O � � � 45' BEND �\-i
I
ACCE S
DOOR
3b�
15"
6 -0 MIN. FP T FLANGED D.I.
2-4" NOM. SCH.40 GALV. STEEL\
PIPE,9'-0"LONG W/CAPPED ENDS
EMBEDDED IN CONCRETE I #6 DIA. REBARS
PLAN
"UNI-STRUT"SUPPORT
ELEC. METER
N.T.S. � '
J
z
= CONTROL PANEL (NOTE 4) ACCESS DOOR (NOTE 3)
ENTIRE ASSEMBLY SHALL BE PRI- Q FLAN
MED AND THEN 3 FINISH COATS OF °- 3 -0
DARK GREEN EXTERIOR METAL PAINT o " 8" CAST CONC. TOP W/ INTEGRAL HATCHWAY (NOTE 10) !
SHALL BE APPLIED WITH THE EXCEP- �- FLANGED 4 D.I.P. VENT r
APPLIED(WITH UPPER GUIDE RAIL 2 -0 SQ. X 3 THICK CONC. PAD
TLON OF THE STAINLESS STEEL o SEAL CONDUIT ENDS BRACKET x. W/No.3 REINF. DIA. REBARS 09"O.C. E.W. CONC. TOP
ENCLOSURE) I I IN WETWELL SCREEN (SECURE W/ COMPANION FLG.)
0
6" (TYP.) TOP ELEV. 4� Z 1
. ° . PI1�'T. ELEV. 44.7 � o . ° . . ° . . ° . _.L.
° ' `a •° • ° '° °'• °• •'• 1 • . 4-(MIN) ,
2' DIA.CONC.BASE ao
o
4
(TYP.) ° - q
g : ° N S S FLOAT HANGER = D �' 0 so P.S.I. o C.I. VALVE BOX (NOTE 11)
CONDUIT FROM TRANSFORMER ° ° / - d . d • I PRESSURE GAUGE
OR MAIN SERVICE (NOTE 5.) ° VALVE
BURRIED CONDUIT MAY
m 8" MIN. WALL THICKNESS ° �°
BE P.V.C. SEE DETAIL "A" ° ° 4" P. e
d
��s� °:, SECTION A A
ELECTRICAL
N.T.S.
CONDUIT SIZE AS READ. FOR
4 °
PUMP WIRING (NOTE 5) SEAL AROUND ALL PIPES W/ RECSAST VALVE BOX NOTE 10
( )
} CIVET WELL TOP C®NET. DETAIL
RUBBER BOOT D : s:.o:e Kf.44(KOR-N-SEAL,A-LOK,OR EQUAL _. REBAR IN 6" CONC. N.T.S.
o. ° m. ° ° -� ° °.
1Q HIGH WATER ALARM ELEV. 40•00
® PUMP No.2 "ON" ELEV. MJ 90
® PUMP No.1 "ON" ELEV. �39.00
(A)PUMPS "OFF" ELEV. 138.0D
NOTE: POSITION SENSORS OUT OF FLOW
PATH OF INFLUENT SEWAGE. LIQUID
LEVEL SENSOR CABLES TO BE CONTINUOUS
TO CONTROL PANEL.
2 EA. MECHANICAL JOINT GLANDS
W/RUBBER GASKET CENTERED IN
WALL PRIOR TO GROUTING
FLANGED 90' BENDS-
(TYP.)
Conklin P
lu
n'
a DRAIN W FLAP GATE ON 6' O.C.E.W. (MIN.) ;
• .�•. "• WETWELL SIDE iu4rAcc �'P" TRAP. GROUT W/ SLOPE TO DRAIN GENERAL NOTES -• � , •
INV. 40.43 1 ° , 6 DIAMETER PRECAST MANHOLE
DUCTILE IRON WALL PIPE W /GROUT CONFORMING TO ASTM C478 i
316 S S BRACING S PUMP SPECS,
SEAL OR PVC W/RUBBER BOOT; WHEN / A REQD. 1. PUMPS TO, BE MANUFACTURED BY FLYGT OR APPROVED EQUAL. PROVIDE AND INSTALL TWO FLYGT CP/Cs 3085 IMP. 434 i
DIP USED CONNECT TO SEWER LINE Z d 9 LIF71N6 CABLE 2. FLYGT LIQUID LEVEL CONTROLS WITH REQUIRED MOUNTING BRACKETS SHALL BE TOTALLY SUBMERSIBLE ELECTRICALLY OPERATED SEWAGE PUMPS
W/APPVD. FLEXIBLE COUPLING (TYP) a PUMP LEADS CONT. TO CONTROL INSTALLED OR APPROVED EQUAL. WITH TWO 3.0 HORSEPOWER MOTORS. CONTRACTOR SHALL -
d 3. WETWELL ACCESS HATCH TO BE MINIMUM 30" X 48" "HALLIDAY" MODEL 3048 VERIFY POWER SUPPLY AVAILABLE AT SITE LOCATION AND
PANEL OR APPVD.JUNCTION BOX FURNISH COMPATABLE PUMPS FOR OPERATION. PUMPS SHALL `
1 /4" ALUMINUM DIAMOND PLATE, REINFORCED TO WITHSTAND A LIVE LOAD OF 300 PSF, "
o ' " HAVE 4 DISCHARGE AND SHALL DELIVER 100 GPM O 31.43 T.D.H.
d® $ d� 2 S/S PIPE GUIDE RAILS (CONT.) WITH PADLOCK STAPLE AND HASP, SWING HANDLE AND 316 STAINLESS STEEL FITTINGS PUMPS SHALL BE NON -OVER -LOADING UNDER ANY CONDITION AND {
"RAMNEK"GASKET (TYP) 4" DIA. D.I.P. W 125 FLANGES -AND ACCESSORIES AS MANUFACTURED BY "HALLIDAY" OR APPROVED EQUAL. HATCH BE 1750 RPM, 3 j� PoWEi2,
/ # FRAME TO BE INTEGRALLY CAST IN TOP. PROVIDE MASTER KEYED LOCKS.
CLASS 93 WITU COAL TA12 EPMY LIkINn 3Okf1L I
6' MIN. I.D. PRECAST MANHOLE, COAT INSIDE 4 MW1MUM Tu1CICIUE65 - D.I. PIPE e FITTIA(GS " THE CONTRACTOR IS RESPONSIBLE FOR COSTS AND COORDINATION OF
& OUT INC. ALL PIPING &VALVE VAULT W 4. CONTROL PANEL TO. BE AS MANUFACTURED BY QUALITY CONTROL PANEL, INC. OR POWER SUPPLY TO BE PROVIDED BY FLORIDA POWER & LIGHT CO. i
/ O BASE ELBOWS AS REQ D.' BY PUMP (3) EQUAL IN A NEMA 3R STAINLESS STEEL ENCLOSURE WITH PADLOCK STAPLE AND HASP PNoNE NO. 321-��020. -
2 COATS OF INERTOL: STD. BLACK PUMP MFG. AND 'MASTER" KEYED LOCKS. CABINET TO BE ALUMINUM DEAD FRONT CONSTRUCTION
- WITH CONTINUOUS HINGE. THE CONTROL PANEL SHALL INCLUDE THE FOLLOWING: 1
LIQUID LEVEL SENSORS " 4 . ANCHOR BOLTS AS SPEC. BY PUMP PHASE & POWER FAILURE PROTECTION, PUMP. ALTERNATOR W/ ALTERNATOR TEST,
ELEV. 5Q� 6 4" GROUT MIN MFG.,316S/S REQD. EMERGENCY GENERATOR CIRCUIT BREAKER WITH INTERLOCK, EMERGENCY GENERATOR NOTE = TNT pt2opoSEl� u�T STATION 15 A P�2IVATE LIt=T
(NOTE 2) PLUG-IN RECEPTACLE (PYLE-NATIONAL JRE4100), D.C.ALARM WITH BATTERY AND STATION ANO NO-f A PUBLIC, FAGIL..IW-
47
CHARGER, ALARM HORN, STROBE LIGHT AND ALARM SILENCER, ALARM TO BE ENERGIZED
NOTE: a • 4 ; d d • o °. d °12
BY POWER/PHASE FAILURE OR HIGH WATER LEVEL FLOAT. DUPLEX 120V RECEPTACLE
BASE AND FIRST SECTION TO BE ° TO BE PROVIDED IN PANEL. LIGHTNING ARRESTORS AND SURGE CAPACITORS SHALL BE
PROVED ASMONOLITHIC TO HEIGHT OF 2'. D D D D D PANED SHALL DIISPLAYD24 HOUR EMERGENCYBY DER AS PERA PTECONT ACT NO
°
G 6
V, .O O
DETAIL "A"
N.T.S.
orter and Holmes
ENGINEERS, INC.
POST OFFICE BOX 2808
500 W. FULTN STREET DATE
SANFORD, FLORIDA 32771
#6 DIA. REBARS 9"O.C.
E.W.(MIN)
SHOP DRAWINGS REQUIRED FOR APPROVAL.
'
"
6 P.V.C. WATER STOP
5.
CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH FLORIDA POWER & LIGHT CO.
FOR POWER SOURCE AVAILABLE AND THE COORDINATION OF PROVIDING
SECTION
POWER TO THE PROPOSED LIFT STATION. ALL WIRING AS PER N.E.C.
N.T.S.
6.
ALL NUTS, BOLTS, WASHERS AND MISCELLANEOUS HARDWARE TO BE 316
STAINLESS STEEL.
4"NOM. TYPE F
CAST
ALUM. HOSE
7.
QUICK DISCONNECT HOSE COUPLINGS SHALL BE 4" NOMINAL DIAMETER FOR FORCE MAIN.
1
i
CAST ALUM POST CAP
COUPLING W4"
'MALE
NPT (NOTE 8)
8.
PLUG VALVES ON BY-PASS LINES SHALL BE BURIED WITH ACCESS THROUGH
1
CAST IRON STREET BOXES. VALVES TO BE SUPPLIED WITH 2" OPERATOR
FLANGED
90 BEND
NUTS AND "T" HANDLE OPERATOR WRENCHES.
f (SHORT RAD.)
BLIND FLANGE
9,
ALL WET WELL AND VALVE BOX CONSTRUCTION JOINTS TO BE SEALED WITH
DRILLED .& TAPPED FOR 4" NPT -f
RAM-NEK TAPE AND ANYHYDROUS CEMENT TO LEAK FREE STATE.
(j'v
10.
"
VALVE BOX HATCH TO BE 30 X 48 I
LVE LOAD RATING OF 300 PSF. CONSTRUCTION AND�NON-SHRINKING
GROUTMANUFACTURED
T-,
AS SPECIFIED IN NOTE 3."
MAX.
CL
Lw
i'.
11.
CAST IRON VALVE BOXES SHALL BE AS MANUFACTURED BY "NEENAH" OR APPROVED EQUAL.`
BOXES TO BE ADJUSTABLE.
WET WELL WALL
m
12.
ALL EXPOSED & EMBEDDED CONDUITS TO BE GALVANIZED.
LIFT STATION
SECTION B '�
13.
SHOP DRAWINGS REQUIRED FOR PUMPS, PIPING VALVES, FITTINGS, ELECTRICAL
EQUIPMENT AND PRE-CA$T CONCRETE STRUCTURES AND SUBMITTED TO
N.T.S.
THE ENGINEER FOR APPROVAL PRIOR TO CONSTRUCTION.
SHEET
TEL 407 322-5841 TEL 407 831-5717 PROJECT CONTROL 1
ACTIVITY
NAME
DATE
SCALE: NONE
DESIGNED BY:
J•M"b
10/91
DRAWN BY:"
'D•E-r-
10/cIl
DATE: OCT. 1991
JOB N0. W0104.00
APPROVED FILE: CRWSHLST
CHECKED BY:
J.N.s.
Iola
APPROVED BY:
B.C. CONKLIN
IDIRI 1
12I011
ELEMTIONG
REGISTRATION NO.
I Iloa2
O.
DATE
REVISION
yOR I
. - 192
t
. .. is ...-. - -... '. .. ... -. .'-. �. ''.._ .:. __ • _
-
- ,
a
cS
•
ix
Existing pavement. Existing cast iron 4
Sow -.cuts to remove \existing paving, where water main. Proposed cast" iron' II
open -cuttin
Untompedbrickfill rounded to g water main �, Proposed cast iron
b -- water main (fl s
compensate for settlement. Resurfacing' Extent Indicated elsewhere = f
BACKFILL
on these plans.
G A
Ia'
s a
Go to Valve III *�
=ill —III =1
'• ! Ill i� VolIll Tapping sleeve and G A
Cutting -in -sleeve or a
�I :III 1'-0" a /6" Concrete slab u 1, °„ valve II II _ _ _ x<
_ ,\ tee and sleeve. - - l
III III ll = u f rl f11=11�111 -111� silt NI=II111
Ill III Ill ITI u I -
Exlsting cast iron MI
Ilf III � Ili .III I'I II PLAN water main ul_1U_IU-111�111=UI=U1�1 = -
!I Ill e III III PLAN -
ui Carry concrete to PLAN PLAN r.
BACKFILL - 1 BACKFILL it BACKFILL PLAN
L III jfi I+ - 1►I Gate Valve solid ground
t�
k,
(See Specs) _ = (See Specs) fI d Existing cast iron
ul 19 t lil T _ Compacted to 98/0 li I - A
„I m.oxlmum density as 1-3`-6 water main D/4 ' D/4 E
L Ili Ili III _ ll I '
determined b min
III III � lil i ITI y Proposed cast Iron
T- 180 Ili water main F - r
— T( III I I — =U1_Illrl + ♦� III.
1! III ul II 11 = — i It Il= E '
_I ,
2 -0" min' _ = 2`-0 min. l 2'-0" min - +
III III ul ,. •.
UI ,
ELEVATION F "'� D/4
I II _ Ili Itl Approved granular backf111 _ _
— i / f
In 12 layers and tamped ELEVATION �a
III 111 1 ill =.1 =1 _I =_I 7I =U1=u D/4 r� Y oVa SECTION —
®� "III I� t
— 1 SECT 0 W W
u ° 6' 6" ' ° " „ TYPICAL INTERCONNECTION DETAIL TYPEIIBII INTERCONNECTION DETAIL _ •'
in In �ui THRUST BLOCK FOR ;
III UI I+ - l No Scale) SECTION X X FOR END (PLUGS
I`-0 - (No Scale 1
In (No Scale) y
ur I HORIZONTAL. BEND <t 3
NOTE Blocking shall be provided for all fittings - A
1 ll1 �j as shown elsewhere on .t his sheet. art.
D D i!I D' I• �D THRUST BLOCK FOR TEES`
u?A
- .� (No Scale) '
.c;
i 1
' r 62 coupling
Dresser Style cou
- P 9
)
Y
II D III - n Cost Iron pipe
L _ •6, �_, I Steel pipe D/4
_ Lys--------- J -
�-Existing water moan I` (II
1
ICI -
rl UI Over ex,uvot,ui n Y
1111 --- �_— i ---� III Approved - jronular back' II placed in III 11 G J I s �
6 layers and tamped b; hand - _ I Proposed water main
Over excavation to be f illed with + - -
approved tamped material. Typ. Z �I i i . , . Z lli G _ a4,
Tamped fine or granular material 2G ill I 2A l •®•
PLAN zTs�l
to spring line of pipe. I Ih
�.
Double actin rt,�•`
Untamped fines or granular mat =
9 z
nl Clow F-5205 cutting; In tee -III I 2/3 D (8 min.)
t wedge
st
eel
r i
e a
TRENCH UNDER EXISTING ul or approved equal, tee TYPICAL DESSER COUPLING CONNECTION
E
I• and cutting In sleeve.
0
9
L
NSTREETS RI A A V Y D .. D EW S_
EARTH TRENCH IN ROCKPI
_ r
TRENCH N ECAST IRON PIPE TO STEEL PE PLAN 3
L
ui r �M•S) Carry,>,concrete to
NOTE' 1. Trenches shall be Qs„narrow as possible to allow for safe and proper water main Installation Trench sides shall be sold ground
f r,
vertical to a point 1-0 above the top of the pipe Above the point sloped sides may be used if conditions permit, but PLAN r //
y`
should be kept as near) vertical as possible - p/4
Y
1:4
2 For trench In cinder fills, garbage dumps, sQlt marshes, muck soils ,or places where hormfull corrosive conditions
exist pipe shall be protected with at least 10 of sand or limestone screenings on all sides and tamped b hand Proposed ate valve r
,, P P P a9 p Y to be Inserted � 'i ' C E
in 6 layers See Specifications No additional compensation for corrosion prirechon of a pipe will be allowed Concrete thrust block
p III I /
3. For open -cuts of existing pavement where perm)+ted, the pavemen! ep ocement shin! •ncorporate 6" tr,ick cone - q ° v II E K III U `
rete slob bridge on not less than 1-0 of undisturbed sub-grode. on eltrer sile-of rrer,-r ,na constructed to Gate valve o v ill = D U x
q provide for type and thickness of wearing surface to motet Px,st l D 'cement I u1-I11 III _I1f_III=D1 III
Existing water main Existing water main I = 3 - lrlr�:
4 Ih
F
- - - = = _p=
h I III
a� ¢ t :.?•p. , ELEVATION L
TRENCH DETAILS F
--
N
p/4 o o. S E CT I ON Y—Y
ul� o T R T oBScOCK FOR
o Concrete found ati'on block
p/4 Concrete foundation block
.. H US L
_ M : III— ► —ul—► -1 —►I :, ,.
gilW SIOE.WAI K ,t-4O METER v1EwINa — Minimum "thickness of 3" for
No Scale)
minimum thickness of 3 THRUST BLOCK
- R N IS METER 4C.CtLS .
To e i I No CASE - :, low F-' O Uft in in sleeve
, •VERTICAL ELBOW ,.
HR OCK FOR 7
METER �oz SECTION Z Z for full width of valve C o 122 c g see full wfditi of valve
TO BE �iN�TAL.LEO IN SIDEWALK - - - - - -
r arc oir,cR Po.veo AREAS Lao or approved equal ,
( No Scale)
'.... VERTICAL 1/16 8t 1/8 BEND 3r
_ METER L.ID j.-
10 �z• , 4% ; INTERCONNECTION OF EXISTING
(No Scale) .. F
r I iNjIlILL PVC. PLU(, NOTE Embed 6 bars - 22 and point exposed
CURB i , UNTIL. CONNECTION
DE TA IL FOf� I�NSE�RTING GATE
0.0AD CURB STOP AND PROPOSED MAINS
Is MLDE " bars with two coats of approved Bi
.: (LOC.KINO TYPE) I 31,41 �• 1 O
VALVE I�f;'EXISTING WATER MAIN tuminus ,point ti
f • • • �a • • METER DULL CHECK BACKf LOW -
COPPele 3ERYICf~ wITH PRaveN fJ:0.
aRRow IN
•y. (gU►PutO.' WITH nnl'TRR� + _ -
TMt OIRtCT ION ..
D A 8,• C E F G H J K L„
Finished Oral _ • ..
-
I V BRANCH
VA.-
(DOull SERVICt)
- -
' 0
2"Cup -
1 2" maximum
CORP STOP
`
••�
= I=, I-
2"Goly. S1041.
=llclllc I� � III
=ill=
DOUDLe (-roP viEw)
"
2oG.V.
"o L'ole rAl i 01 1-
D°U
+
r
2N x90• EWrd T
T
p
90*,eand
Met or 8ac
/JOT!' IRiilpATl`ON MtTlRL RSQvIRE
Q ••---" Q
2 uGolv.Steal
4`8t6
8.,
1C
I.- 3'
8„
8„
8"
311
21-6.,
2`-6„
31-°II
10
10
I'-6'
2 -I"
10
1'-0"
1'-0"
.3"
4'-0"
3`-0"
4`-6"
1 2„
I 0„
1, 8"
2'-6"
I I"
1'- 3"
1-01 .
3„
4 6
3, ,6"
4L_9rl
16
1 - 2"
2'-4"
3'-4"
1'-3
1'-8"
I,_4„
4..
51_2"
4,-0„
6,_6„
1L.64s c w)S4
0.—,o V/ , 1�g-rorcl bi-vI)s
(ml l` H L