HomeMy WebLinkAbout20 Towne Center Cir 95-177 Plans New construction Red Lobster■
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GOVERNMENT AGENCY
DEPT.:
ZONING
NAME;
RU55 <155ON
ADDRE55:
300 W. PARK AVE,
5ANFORD, FLORIDA 32112
PHONE;
(401) 330.5669
DEPT.:
PLANNING
NAME:
RU55 G155ON -.
ADDRE55=
300 W, PARK AVE.
5ANFORD FLORIDA 32112
(401) 330-5669
_PHONE:
DEPT.i
5UILDIN
NAME:
GARS' WINN
ADDRE55:
300 W. PARK AYE.
5ANFORD, FLORIDA 32112
'HONE:
(401) 330-5658
DEPT.,
ENGINEERING
NAME:
RICK HOLLOWAY
ADDRE55:
33o w. PARK AYE.
UNFORD, FLORIDA 32112
PHONE:
.(401) 330.5613
DEPT.:
FIRE
NAME:
RICHARD COHEN
ADDRE55:
1303 5. FRENCH ,AYE..
5ANFORD, FLORIDA 32111
PHONE:
(401) 330-5654
DEPT.:
DEPT, OF 15U51NE55 REGULATION5
PIYI51ON5 OF HOTEL$ a RE6rUARANT6
NAME:
5HAJ1 GEORGE
ADDRE55:
400 W. R05IN50N 5T., NORTH TOWER 05n
ORLANDO, FLORIDA 32801
PHONE:
(401) 42340985
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5IGEOMETRY-PLAN
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COORDINATE POINT T 5U RY Y' l
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�5ITE PAVING AND. � IN6 PL AN
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MESH INFORCIw.;$
T
CURVE DATA
CUR VE
RADIUS
LENGTH
TANGENT
CHORD:
BEARING
DEL TA
Cl
295, 50'
463.24'
294. 57'
417.24'
N45 72'17"W
:. 89 49'10"
C2
132.15'
25. 54 '
12. 81 '
25. 50'
N86 417I " W
1 > 04 20"
C3
168.5.09'
114.30'
57.17'
114.27'
N79 t12 26 "W
I
03 53'11 "
C4
203, 82'
33, 04'
16. 56'
33, 00'
57237'127-
. 0977'16"
C5
J57. 00'
IJ9. 06'
70. 42'
1 138.19'
S79 08'087-
2279'07"
��' II �� h 1 i I I'II j 114I I I 182.15'
-�� _ II I I I�h 15 I � I1-1, : EII III I I /` '°
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I I I l I t o Noo 00 oo'E 3 F51 I 11' ! ;I I I I ►1
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ZON/NG G'L.ASS/F/CA TION.• PLANNED DEI/EL OPMENT D/STRICT PD BUFFERS. 5 FEET o
1 I I I I Il r ;ll JI, ��
I J ' .F`
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PRGJECT SITE AREA: BUILD/NG AREA: !. I ��� .- ' I I 1 1, I I: ''JJ J I; 111
/MPER !/IOUs 2.97 AC. /19 I r j , j l ,
(- ) kE0 LOBSTER 8, 355 S F.. ., E 1 ,100 I I I I' 1 l' 1
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OPEN SPACE 1.24 AC. 29X OLIVE,GARDEN 8540 S.F. ___ _ T,
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TOTAL 4.21 ACI. ,, - ..W1.0 =
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' PARKING ` SPA CES. REWIRED: U/RED. PRO WED.
1.I I I 1 11 // 11: I I I . p= 03'S311
5411L D/NG CA TA: STANDARD 219 272 R 2522 00 , I I^ i J J , I , . i
INTENDED USE.• RESTAURANT HAND/CAP 11 11 _ •� , » I I' I I 1 1 Il >Il. ; I, JII �� L = 117 69. ` `-
0 -- 52 2513 I ► ... I I J r I Jt. �I ' "
. TO IAL _ 83 ,, I I I I I -
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F L -- 230.56 - I I 1 l llt ;I
'' . , NI�MBER O STORIES: OIVE (1� _ j---It-----:.-
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SEA T/NG. RED ,LOBSTER 253 f �: I I I �� • ll; CB S79 �2 25 E ,_
C, 222.60 I I 1 i : 1 :. .
1 !f i :,
_ BUILDING SETBACKS.• • , „ .
OLIVE GARDEN 295 .,r I 1 I 1 1 I 1 1 ll. lI �'�'
I 1
+ PER SCHEDULES ,,D „ AND '%" OF THE SA/VFORD TOTAL 548 i " J;I
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DEVEL OPMENT REGULATIONS. 100 FOOT SETBACK .. -� ; . ,� J . , -,
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FROM THE CENTERL/NE OF TOW,NE CENTER BL VD. REQUIRED PARKING SPACES ARE EQUAL 70 0. 40 SPACES ; • / , / s / / , . „ g
i I ; J L� 09'171,6
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! 15 UTILITY RED LOBSTER
E WNE CENTER
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PROFESSIONAL .ENGINEERING CONSUL TANiS 1N�'.
NO FOR CONSTRUCT/ON DESIGNED B Y. G.N.B. R. S.E.
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I � . NOT FOR . CONSTRUCTION TION I DESIGNED 8 Y- .. R. S. E. JOB No. SDC05 I :
. . .
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I . I . I . .
. .
� I , . I UNL ESS SIGNED HERE I I I I - 08
- . � ' - DA TE 129119,15 1
. I I DRA WN 8 Y-, R. S. E. ,
COORDINATE POINT DATA SHEET I . . . � � . ...
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DESCRIPTION
APP;9 8 Y
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7
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7
GENERAL NO TES
I PLRIVITS MA Y BE RL-OUIRLD PRIOR TO THE START OF ANY CONSTRUCTION WORK 19 TURRIDITY BARRIERS MUST BE: INSTALLED A T ALL L OCA TIONS WHERE THE POSSISIL TY
DEPIC TED ON THESE DRA WINGS. THE CON IRA C TOR SHA L L NOT INITA IF ANY OF TRA NSFERRING SUSPENDED SOL IDS IN TO THE RECE7 VING WA TERBOD Y EXIS TS DUE
ASPECT OF THE WORK DEPICTED ON THESE DRA WINGS UNTIL HE HAS RECLIVED TO THE PROPOSED WORK TURBIDITY BARRIERS MUST AEWIN'IN FLA CEA T ALL WRI T TEN A CkN 0 WL L D GEMEN T f R 0M THE 0 WNER, OF ENGINEER THA T A L L A PPL ICA& L- L 0 CA TIONS. UNTIL CONSTRUC710N IS COMPLETED AND SOILS ARE STABILIZED AND
BE CON IRA C TOR WIL Z HE
PERRI IS HA VL EN 08 TA INED THE CON TRA C TOR SHA L L RE VIE W A NO M4 IN TA IN VEGE TA TION HA S SEEN ES TAL ISHED. 7HEREA FTER, THE
COPIES OF A P�L ICA a E PERMI 7S COMPL E TE W1 TH A L L CONDI TIONS, A TTA 06MEN IS, RESPONSISLE FOR THE REMOVAL OF THE BARRIERS NE CON TRA GTOR. SHALL
GRAPHIC SCALE
EXHIBI IS A NO MODIFICA TIONS IN GOOD CONDI TION A T THE CONS TFUC TION 57 TE MA IN TA IN THE EROSION CON TROL BA RRIERS DA IL Y THE CON TRA C 7_01? IS TO TA L Y
I L 60 120
RE'SPONSIRLE FOR PROVIDING EROSION CONTROL 0
FO THIS P 0 CT. TH CON 7RA C TOR .15 30
DIA TEL Y NOTIFY THE PROdECT ENGINEER PRIOR TO WIL L BE RESPONSIBL E f A N Y PENA L TIES IMPOSED B Y, 7HE_ PERUI TTING A GENCIES
2. THE CON IRA C TOR SHA L L IMME
tF
CONS TRUC TION OF A N Y DISCREPA NCIES f OUND BE TWEEN THESE PL A N5, THE A R '':"
CHI- FOR ANY EROSION, SHOALING OR WATER OUALITY, PROHLL TRACT 27
TECTURAL PLANS ANDIOR FIELD CONDITIONS IN FEET
RES _0/? T CORRECT ANY E 30 f L.
20 THE CONTRACTOR SHALL BE PONSIBLE f HE 10N.0f R
OSION,
1 inch
STEAK-N-SHAKE
PRIOR TO S TA R T OF CONS TRUC TION, THE CON TRA C TOR SHA L L CO ORDINA TE W1 TH SHOALING OR �WA TER QUALITY FROSLEMS THA T RESUL, T FROM THE CONS TRUC TION EXIS T TYPE MET H11
H T VARIOUS UTILITIES TO FIELD VERIFY THELOCA TION OF ALL EXISTING UTILITIES A C 77 V1 TIES CON TRA C TOR SHA L USE A PFROPRIA 7F �SES T MA NA 6E�1�?V T PRA C TICES
E GRA IF 36. 00
PROPOSED WORK REL OCA TION OR ETENSION OF -0/? ROSION AND SEDIMENT CONTROL AS DESCRIgED -IN THE � F� ORIDA LANO
f
PR-CAST.MOCKOUT
DE VEL OPMEN T MA NUA L.- A GUIDE TO SOUND L A NO A NO WA TCR MA NA GEMEN T (DE1 F,
-7 --F I
WHICH MA Y IN TERFERE W TH THE IN V 31. 00 (/v w, 5,
EXISTING UTILITIES SHALL HE COOROINA TED BY THE CONTRACTOR
P� UC NOR TH IN VCR f
1988) ANDIOR ACCORDING 7-0 ROADWA Y AND, TRAFFIC,�ESIGN.'�TANDAROS
FOR 24" RCP
L AND TESTING FOR ROADWAYS, FOR EROSION CON;`ROL APPLICA IONS.
STORYWA TER COLLECTION SYS7E MS ANDIOR ROADSIDE UNDERORAINS, SHALL BE IN
L
ROAD CONSTRUCTION A NDIOR TURBIDI T Y PRORL EMS A RE NO CREA TED IN THE RECEIVING �WAER RCP
A CCORDA NCE W1 TH THE FL ORIDA DEPA R TUEN T OF IRA NSPOR TA T1 ON SPECIFICA TIONS 21. YEA SURES SHA I L HE TA KEN 8 Y THE CON TRA C TOR. TO, )N,5U1?F THA T EDIREN TA 710N,,
FOR ROAD AND SRIDGE CONSTRUCTION AND CITY OF SANFORD
tICA TIONS, MOST RECENT EDITIONS
SPECIF SMENT. AAvvmMA11V7A/N ALL EROSION AND SEDIMENT
22. THE. CON TRA C TOR MUS T )MRL 5. ALL DISTURBED AREAS' SHALL BE SODDED. COORDINATE WTH HE LANDSCAPER ON --SITE AND TO PRE VFN T
T CONTROL MEASURES REQUIRE0 TO RETAIN., SEDIAEN7
_S 41,05T BE ffi/ ACCORVANCF. Y117H THE CUIOELINES
SODDING ARE ER4 . A A . NO S TA I NOARDS IN CHA -4,
f AS AFTER GRADING OPERATIONS VIOLA 7101VS OF THE" W4 TER QUALITY CRI.T P TERS 17
17-302 FA.C. ALL PRACTICE
T
Fc- - T OF SOD IS REQUIRED A F OUND A I L DI TCH 30 T T0111 iNL E IS, MA RHOL ES, A NO PE-CIFICA TIONS IN SE-C TION 6 Of HE f OR IDA 'A NO OF VFZ OPMEN T MA NUA t.-
6 R VL 6
-PARTUENT OF AND ENOWALLS NOT IN IMPERVIOUS AREAS. A GUIL)E IrO SOI-IND LAND ANZ) W4 TR'MAIVA GEMENT (FL ()HIDA V�
ENWRONUENTAL REGULATION 1988), UNL 4-55 A PROJECT -SPECIFIC EROSION AND, 9)
W IN V J5. 4 0 (N W)
7 A S- BUIL T DRA WINGS SHA L L BE KEP T B Y THE CON IRA C TOR A ND SUSUI TTED TO THE SEDIUEN T CON TROL PL A N 15' A PPRO VED B Y THLc A TER MA NA GEMcc N T � DIS TRIC T IN
FROJECT ENGINLER UPON PROJECT COUPLETION.
WHICH CA SE THE PRA C TICES MUS T BE IN, A CCORDA NCE W1 TH THE PL A N. , IF S/ TE
L
39.37
SPECIFIC CONDITIONS REQUIRE ADDITIONAL MEASURES DURING ANY PHASE OF.
38.62 38.T2
8. ALL PRI VA TF AND PUBLIC PROPER TY DAM4 GED B Y CONSTRUCTION A CTI VITIf -5 SHALL CONS TRUC TION OR OPERA TION TO PRE- VEN T EROSION OR CON 7ROL SEDIUEN T, SE-YOND HE RESTORED TO A CONDITION EOUAL TO OR BETTER THAN EXISTING. THOSE SPECIFIED IN THE EROSION A NO SEDIMEN T � CON TROL PL A N, THE CON TRA C TOR
MUS T /MPL f 'MEN T A DDI TIONA L EROSION A NO SEDIMEN T CON TROL MEA SORES 38. 1 3765 J8.54 J8.40
MA TERIA L SHA L L BE REMO VED FR OU THE
9. ALL SOIL STRIPPINGS AND ANY ONSUITABLL
DIRECTD BY 7H_ OWNER N R
S/ TE A NO DISPOSED OF 8 Y THE CON IRA C TOR UNL f SS 0 THER WSL E E 2J. S TA BIL 12A TION MEA SURES SHA L L BE INI TIA TE D FOR ER OSION A NO SEDIUf N T CO T OL
DISTURBED AREAS AS SOON AS PRACTICABLE,11V ORTIONS OF THE SITE WHERE- J8. 08 J8 40
10. CON TITA C TOR SHA L L DE TERMINE THE 80 TTOM SIZE OF A L L DRA INA GE 5 TRUC TDRES CONSTRUCTION ACTIVITIES HA VE TEMPORARILY OP-PERMAIVENTL Y CEASED, HUT IN 31-6 65 31 09
1.j7X 1. 50x 0. 76X
50 A 5 TO R T A L L REWIRED PIPE NO CASE MORE THAN 14 DA YS AFTER THE CONSTIFUCTION'ACTIVITY IN 7H4 T J7 68
POR TION Of - THE 57 TE HAS TEMPORA RIL Y OR PERMA NEN TL Y CEA SED.' 38.16 65
11. D/ TCH 80 TTOM A ND CON TROL 5 TRUC TURE INL E T GRA TES SHA L L HE SECURED B Y 37.41 J7.60
CHA IN A NO E YE8 OL T .72 J8. 00 38.24
24. THE LOCATION OF THE EROSION CON 7ROL'(1 c, SIL T 811 RRIER) SHOWN ON *THIS 31.
DRA WING IS PRO VIDED f -OR GENERAL GUIVA NCE - TO THE CONTRA C TOR THf 9
31.1
ST T
12. ALL DRAINAGE RUCTURES SHALL BE RAFFIC BEARING TYPE, UNLESS OTHLRWISE METHODS AND SEOUENCING OF CONSTRUCTION EMPLOYED BY THE CONTRACTOR
OR L ESS EROSION CON TROL YEA SURES THA N THA T DEPIC TED 61217 8.5 J8.15
NO TLED ON THE DRA WINGS MA Y REQUIRE MORE
TO SA TISFY TIVE REOUIREMENTS FOR EROSION AND SEDIMENT CONTFOL.
31.0 6 31 J7 41 J9. 07
J7
4A
MAINTAIN ALL BARRICADES, WARNING SIGNS, AND MARKINGS FOR HAZARDS AND 25 THE CONTRACTOR SHALL PROVIDE SETTLEMENT BASINS (PONDS) TO ALLOW:TUR81D
- E CONTROL OF TRAFFIC. IN REASONABLE CONFORMITY WITH THE MANUAL OF RUNOf 7 - W4 TER FROM BEING DIREC TL Y DISCHA R GED IN TO WE TL A 1VDS IF TUR,910 VIST TYPE INLET
IN �J717
IJ PRIOR TO COUMENCING WORK, THE CON IRA C TOR SHA L L FURNISH, EREC T A NO 2,3 J�7 J6
EA
_T GRA TE J8 00
UNIFORM TRAFFIC CONTROL SERVICES FOR 57REE S AND HICHWA YS, OR AS WA TER IS DE TERMINED TO BE DISCHA RGED A T A N Y. TIUE� DURING C ONS TRUC TION
T DISCHARGE OF TURBID W4 TER. IN V J4.
DIRECTED BY CITY OF SANFORD; WHERE HE WORK CAUSES OBSTRUCTION FO THE THE CON TRA C TOR SHA L L IUMEDIA TEL Y S TOP THL GO (SE) 37.901
1 36.,99 J7 81
NORMAL TRAFFIC OR CONSTITUTES IN ANY WA Y A HAZARD TO THE PUBLIC
L OOR
26. THE BUILDING PAD SHALL BE GRADED TO 4 INCHES BELOW THE FINISHED f
.36.98
14. THE CON TRA C TOR SHA L L INS TA L DROP CURBS A ND HA NOICA P A CCESS RA UPS A T EL E VA TION. THE CON TRA C TOR SHA L L OR TA IN A SE T OF ARCHI TEC TURA L ORA WINGS
ALL INT _W F
ERSEC TIONS OF THE SIDE A L K W1 TH THE PROPOSED PA VEMEN T A 5 INDICA TED TO IDEN TIF Y THE INISHED f Z 0 OR E L E VA TIONS A ND GRA DE BREA KS W1 THIN THE
ON THE PL A NS. BUILDING PAD ARE -A. THE CONTRACTOR SHALL PROTECT THE SUIL191AIG PAD AREA J6.75 J7 51 3774 A�
J6.44
15. ALL MANHOLF ANO INLET STRUCTURES SHALL BE PRE -CAST FROM WASHOUTS OR OTHER DISTURBANCES UNTIL THE OWNER, * OWNERS.
GEO If 'CHNICA � ENGINE4 `R A NO PROJEC T ENGINEER ACCEP IS THF PA D.: THE
_R A NO 0 WNER A CER Tlf IED
16. ALL PA VEMENTARLA SHALL HE GRADED SO AS TO PROVIDE P051TIVE DRAINAGE CONTRACTOR SHALL PROVIDE TO THE PROJECT ENGINEL
FLOW TO THE PROPOSED DRAINAGE STRUCTURES
-Y OF THE CONSTRUCTED BUILDING PAD rRAD,-_S. PREPARED� SY A "LICENED
SUR VL
SUR VEYOR THE SUR VEY SHALL INCL ODE TOPOGRAPH Y. AND PAD L OCA TION J6.52 J721 3758 EXIST TYPE 'P-6 "INLET
39 03
-AS TO REMAIN UNDISTURBED SHALL BE PROTECTED FROM
17 EXISTING PA ViSUENT ARE EOP, J4. 00
INV 28.50 N, 5
DAMAGE DURING CONSTRUCTION ACTIWTIES
PRECAST KNOCK -OUT
6.60 FL UG SOU TH //V VER T
J6. Oq4'
18. If- LIRESTONE LREDROCK OR A SINKHOLE OR SOLUTION CA VITY FORUS OR IS 39.24 M-30
FOR 24 RCP
J6_91- JZ 41
ENCOUN TEREP DURING CONS TRUC TION, SA ID CONS TRUC TION MUS T BE HA L TED
J8 J6.80
IST TYPE 'P-6 INLET 38
HA L TED IUUEDIA TEL Y A NO THE FROJEC T ENGINEER MUS T HE NO TIFIED. EX EOP 48.8G
INV J25 (SE �J6 54
39�54 J725
4i . . 11 - ",J-6" INLET
J7 08 J6_5
EA75T YPE
_0P J4. 00
3& 79
39.34 J7 6J J707
11VV 24.40 (W)
40.40 IN
V 28. J7 (5)
EXIST TYPE '�0-5" INLET EXIST TYPE INLET XI 5 r TYPE INLET 39.74 58 (N,-)
INV 22,
40,01 T
EOP 45.00
E-OP 52.60
INV .3j 42 NW) EOP 42.40 (SE J7 75
INV 45.19 (SE) IN V JJ 7, NW) J7. JJ
J7.76
J7 98
J8. 18
40.89
id. 05 J8. 42
.68
J6. 57
...... 40.54 -H. P.
J8.46
J9. jo
0
tEXIST STRAIGHT CONC. HW
J9. 09
_J0 INV 22-50
J9. 10
24
J9. 15
-5" INLET EXIST TYPE 'P" MANHOLE
LXIT TYPE RIM 44.10 jg. 80 J9.6
40
EOP 46.00 INV J1. 69 39.
IN V 42 00 (N)
INV J8.69 (5)
0.00
39.84/ J9.76
777AC
41.8 4 T 26 40
42.69 k� 9.
--=-4 2_3 3
------------ S TORMWA 7 ER FOND
- - - - - - - - - - - - - - - - - - - -- r
40.78
31 25 00
30 J9.60 39.19 1.5ox 40. 16 1.407S 39.
11*47,54
44.41
J9.92 39.40
. .........
40
'00 J9.
...... 40.58 J9. 00
tx _:�o
tx 40.
41.24
41.39
EIS T 1,5 Rcp - - - - - -
- - - 90
00
45
Al
-44-
Red
10 97 9
$!�? __" 4107 �l
23 'r -CRADE EM5A NkMEN T FROM BACK
A
AA AO. CON / RA C TOR SHA RE
�0% 41.25 PROPOSED CURS.
J8 AO OF EXISTING CURL? /0 BACK Of
2
(8, 355 S. F.
60
50 42.05 AT9� 127% 4301 Al.
A, F.F. EL 41.30
&,g
.60
0
40
N)
FINISHED FLOOR 4J. 55
41
40.21 1.25
MALLAN EXIST TYPE MANHOLE
TRACT 2
RIM J9.50 i
INV E-L. 35-50 (W) PI?OPOSED f -u Tul?E
J0. 0 (AIE)
IN V EL. 69
/0
Ac 39.
0.6,0
40. 39.
'540 S. f.) !0. 3 OL 1,1E GA RDEN 40.
40
-5" INLET
i'40
E41ST TYPE 3'
PHASE
40. 40.05
Eop EL. J8 00 /.00--
____4 . !��015 J9. 40
141 Ilk - - - ----------
INV EL. 30. 0 69 go
1. 64r 0.11 69 00, 39.00
00
39- 1.649
0�-
9-
E'S T 24 RCP
60
�9
39
'C� 75-T- 24, Rcp
-----------
EXIST 24" RCID
RLWO VED).
I
wwwwwommow- -MELJN EL W40WAM JOIL-08- --------- -
- - - - - - - - - - -
01
- - - - - - - - - - - - - - - - - - - - - - -
- - - - - - - - --
-- -------
- ---------------------- --
J0 Rcp _m- ---
ii 7.1 7
----
- -
T 48 RCP EXIST 4 RCP
EXIST 54 R0
L'<
Eop -74.72
-EXIST TYPE INLET EIST TYPE INLET INV 23, / 8 (S, W)
7 EOP, J4.64
INV JO 00 (E)
EOP J5.67 CONTRACTOR SHALL REGRA DE EURA NkMEN T f ROM 4 CK �IIYV 2 FOP. J5.26,
4.67 (NS), INV 24.07 (N, S) IN V 2552 (N)
INV 25 50 (N S&SW) OF EXISTING SIDEWALK TO BACK OF PROPOSED CURS. IN V JO. 49 (E) INV 31, 09 (E)
INV J2.17 (UNDERDRAIN)
.1 1 /,AjV 2�� !7 (W) ZA/ V 26 5 7 (W)
(4. lyfAlyz1vul"YO
INV J1. 14 (UNOERDRAIN) INV J1.76 (UNDERORAIN) V)
SDC05PG-RSE-08129195
6� NOT FOR CONS 7RUC TION DESIGNED Y- G, N. B. IR. S E
PROFESSIONAL -ENGINEERING. CONSULTANTS INCE JOS No. SDC0 1 5
UNLESS SIGNED HERE DA
7F 0-612,0195
CE -N Tf EIVINOL E TO WNE
4
DRAWN BY a n n.. e -r s 's u r v e.
e n i n e e r s p o. r s DA RDEN RES TA URA N TS
/ST T
_CKED R Y-
CHL G, N.S.
2 SITE PA VING AND GRA DING PL A N 1.1-160 Eola Park Cen tre Robinson Street, Orlando Florida 3.�801 APPROVED BY- 3 Of- 7,
DA TE Df P TION I APPD BY uite 1' 200 Eas'
PROJECT LNGINLE? HEET
- - - - - - - - - - - - -
EXIST. TYPE 'P" A
„
RIM 39.50
IN EL. J5.50 (WI
INV, EL. 30.01 (NE
EXIST. TY,
EOP EL. .
INV. EL.
_ - -_ _ EXISTrJO RCP_- -
h
Q
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v
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6
5
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{ I I/// /✓ !�. �7 - _ -�- - r,''' ^rr.` •
► EXIST. 15 RCP. - - - - -X- - - - - _ -= - - ` - •t'NV 3730
! •, v � - ®-ar->i-It �s•�e fir=-4�S• ..,�3 - I I I
- - -----------------=====jam .a-.� �s-
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Y ; • TYPE E INLET'
o r. I B_3
\ I I F. D. 0. T INDEX No. 232
,
I:
► I t I {a l N 14969.
1 ► I _ -100LF000 r
(8,55 SF.>
1 I I I I I� I I '' ►_ ___ _ __ _ _ti vI I E >3.315.800
94 LF 18 RCP 1,510VC
4, ,.I a I l l GRA TE 39. 00
®0. 0 0 95L F 15 PVC >. 0% R 0 1. 09' l
6 CURB I I; I
I III I I I. ,, yW .W INKS.,WYY W W W Ndm WWW . a�1
TRANSITIONU h {I I INV. 34.50 (E)
/
c� ►' I` it
► ll e i
LF � 15 RCP.
LAI
► 'I W /• , r N � I � it � I
2 I ROOF DRAIN
6 CURB CURB TOP SHALL 6 I I I I f
► ► I ► - TRANSITION MA TCH PA VEMENT COIVNECT/ON POINTS r� I, r- . I; I TYPE E INLET -
I , I I
I i m i 'li I GRADE BETWEEN TYP. 41 I l ;l I I F.D.O. T. INDEX No. 232
CURB TRANSITION h _ I N 14969.900
1 ► � •III ', .� a I ,l G l
C% 25 •-•x N I E >3487.800
t III -- • CURB TOP SHALL N 6 k,: 5 WYE TYP I' 1 l'
IDLE I ► {I I II f II. I I ro�slrwxsau�wtrr t I CU TYPE B CURB 1, ( % I II I
I' I MA TCH PA VEMEN r I ; GRA TE 39. 00
II! ; II I• Ifi PROPOSED FUTURE 6 CURB /NV. 36.3,E
' s III - GRADE BETWEEN rr { f I I I ( IN J3,51 (W)
I; I I
III 1, , OLI VE GARDEN { TRANSITON I _
• I CURB TRANSI TION I l I l l
34LF I ) INV. 32, 77 (S)
II i I (8 540 S. F.) , 15 PVC I I INV. 27.19 (E)
IT ( /NV, 36.30 ® 4.0% 'I II ;l I I INV. 34.94 SW
-5" INLET PHASE l/
N l l it I±
6 CURB , 56LF 3"PVC 1.0% ► I I I 'I v I t
' \ l 1 ` ' `! m YCW 4'k4 YMY 99 5uW ,i GW NN Wlul i 4W1 NY1 tlNW aWW KI AVN NYW 1Wi 4dY ai I '
/TIN % „ 1,3LF� 18"RCP®0.40%
(� ! III I + + __`_ ,-, 1.• _ TRANS OF 15" RCP ®0,40 . ,_� 95 LF N 24" RCP 50LF N 15 +` ; , . I i I i
i yu ems' 8 / ► !' r
15V ..- c§� 1.09' PVC ® 4.OX
I I s `I Ili /-/ I�J ► . ': - r ____ -_ _. o _. ► 1 �, { -, I 1 J
1
/ i !
/ / 1
I r
LF 24" RCP
I I i;`. ,-; / ` 11 1 � �Cs.-q•2-''' „ 62
X/ST. 24'' RCP l' ; r :;, i .� �� � ., \ / . I ITYPE- D C(1R�
Iv
-------------
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{ _ .. . • EXIST. 24' RCP 11
. _.Rep
_ I
_ _
_
_ ___ T & M
;�"�. _- 24
_.._ .___ __ _ _ _.._ - �-8E- REMO EEC - .. r --
_ _ __ ____-____- -_. _ _ _ - -_.___ -� )- -
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a #' '_ ` S -. .._„ _.,a_ - ^ . : ''---•_+_w _!mil � ., ... «_ _, ,. _ • _� .. • . C . � � -- _,._..-._.
- ..., r rs .; .: it :: • ,\., -. ,s 1, { \ lPSL1rrL i - .._.....-..,.-...... -
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_-_-- - _ -_ -' ---------- --- - - --- ------
-
------ r / T. P
------ -, TYPE P MANHOLE III Ex 54 'RCP
EXIST 48 RCP EXIST, 54 RCP = �4-
F. D. O, T. INDEX No. 200 .• �I I I
A-3 TYPE E INLET vl I -- I I INLET 11
N 14525.000 72
A- 4
F.D.O. T INDEX No. 2J2 TYPE E /NCETEOP ^
EXIST, TYPE 'P=6" /NCET °0I I B-2 � EXIST. TYPE 'P-5" INLET ` I i � � ' � /NV• 23.18 (S, W) I I •
EXIST. TYPE 'P-5" INLET E 13500.000 - ^II F.D.0 T INDEX No. 232 "'
INV. 30.00 (E)
N 14681. 900 EOP J4. 64 ,� I EOP J5.26
EOP 35.67 R/M 42.8 /NV 24.67 N, S �I I N 14816.900 ( /NV. 25.52 (N) I t
E 13484.000 ( ) INV, 24. o� N s
/NV. 2550 (N, S&SW) INV. 37. 00 (N) /NV. 30 49 (E) III E 13468. 500 /NV A 09 (E)
INV J2.17 (UNDERDRAIN) -GRA TE 40.21 /NV. 27.17 (W) GRA TE 39 00 O -
�L INV 26.57 W W
INV V. 3625 t SW) INV. J1. 14 (IJADERORA/N) /NV. J1.76 (UNDE.RDRA/N)
//'4 V JJ, as . (W)
REMOVE EXIST. PIPE
/NV. 36.37 (S)REMOVE EXIST. PIPE
/W V.. 28.12 (NE) AND CONNECT THE 24 '" RCP
AND CONNECT THE 24' RCP . /NV 34.35 (NW)
S00050-RSE- 081281,95
y;
_ I
-NOT FOR CONSTRUCTION DESIGNED BY, G. N. B./R. S. E. JOB No. SDC05
PROFESSIONAL c ®� CONSUL N , UNLESS SIGNED HERE TE
HOLE TO. CENTER DRAWN BY, R SE
SEMI
LAN GE P
- - S/TE ORAINA
r s
r s
1ann.e r s s u r v e o. _
r n e ,.:.
P _
9
CHECKED BY. G B C
N DAI DE
ESTA URA NTS
_ Y. R APPROVED B . SHEET . 4 'OF'�-
PR r NG/NEER _ OJEC E
407 22 062
_and FloridaFloncia 32801 ,
n S ree t Orl a o
br so t _ . .. •
l a Par
k Centre -:200 East Ro n , , :
r 1 6 Eo ,.....
Suite 5 0
.., A= BY
------------------ — — — — — ---
\ 2-1 2 PVC PH. —
i \ -- - I; X/ST. FPL CONDU/T
- - -- - - - - - - - -- - - - - - - - - - - - - - - - - - - -
_ - - PL CONDO TFP CONDO T FX/S--®—a r
- �--
- - - - - -- -- --- -
r,
}:e
5DCO5U-RSE-OB/29/95
DESIGNED B Y
G. N. B.IR, S, E.
✓OB No. 5DCG5
DRAWN BY
R S. E.
DATE
G8129195
jh
CHECKED BY
G. N. B,
C
APPROVED. BY.•
R. D. M.
SHEET
5 OF 7
i
It-,
NO TES -
TEE
4 DROP CONNECTIONS ARE REOUIRD WHENEVER INVERT Of
(SEE NO I
INF� UEN T SF WER /5' 2 4 ol? m ORE. A, 9 0 VE I'HLc IN VER T OF .(SEE NOTE 1)
E C OUPA C 7ED COPPA C TED
PRE -CAST MANHOLE WALL - CONCRETE NCASEMENT
A145 EC T MA TERIA L A
HE MANHOLE SEE MANHOLE CONNECTION DET
T
OF VER TICA L PIPE SEL 7E t--
MA
AN A CCE BE- A FLA T
2, P TA 51 E A L TC,?NA TE, PRECA 5 T 7 OP MA
LAS 6" MIN. THICKNESS >
RAME WEIGHT TO E 220 LBS
J. f
4.: CO VER WEIGHT TO BE- 170 LBS. PE LLS
PRECAST UANHOLE WALL INSIDE W1 L L OUTSIDE WALL 71 NCH WALL
COMPA C TED SA CKFIL L
COMPA C TED &A CKf IL L
AS VER TI CA L :AS VE TI
6 UIN. 5. COVER TO BE MARKED.- SANITARY.SEWER L
PRE-PRIUE
D 05518L E
AS P
6 WEIGHTS TO &E STAMPED ON f-RAME AND CO VE
JOINT SURFACES AS P
cI4 (6 MIN.) RLL WITH GROUT 4
7 FRAME AND CO VER TO HA VE MA CHINED SURFA CES
PRL -PRIMED
x/.
5 TA INL ESS S TEEL 12" /w//.j / �� x
PIPE a A UP PLASTIC �101NT 8c14 (6 MIN.) -1 >
FRE-MOLDE9 v /\\,
JOINT SURFA 12" MIN.
4 SEA L ER Wl TH
-cT
4. F110E:1NfZUE_NT C ON CRE TE 5A Sf PIPE E�L
4. PROTE IVE INLET CONNECTION CONCRETE
PPRA Q_
SS S TEEL 8A NO A 5 RE-CUIRE-D 6 UIN. � i� /
STAI c
NL L
8 c12
VC or DIP INVERT 4A
NVERT MANHOLE BE REMO VED)
(WA Pf R TO +
7ROWLL INISHED
4 90- BEND ScI2
CONCRETE BENCHING
MANHOLE p
2 cI4 (4 IVIN. Bc14 MIN.)
NOTE 2
0. 6 Bc
JOIN T W1 TH SQUEEZE- OUT
4 4 UNDIS TURED SOIL TO TA L) UNDIS TURgED SOIL
OUT
CONCR6 r-
COMPACTED GRANULAR
4 14 (6 COiVPA CTED GRANULAR
4
4 A RESIL IEN T CONN� 4 Sc MIN.)
E DDING IVA TERM L
4. BEDDING IVA TERIAL 8L
4 4
4
4
ARCH ENCASEMENT
CONCRETE CRADLE
COCREZE NORMA L TRENCH GRANULAR BEDDING
SEE IVA NHOL 6
TYPICAL CONNECTION
-2fo-E CONNECTION;
_C
CONNE TION
.2,5 J14
DE TA IL 5 SPECIA CONDI TIONS CL A S5 -NQRMAL� CONDIPONS_�
C4 A 55, A 8EDDING 6EDDING�
&
MA NHOL E FRA VE CO 10?
-CAST 1111ANHOL WA L
Ff WE TRI, PCV�C- TO Ell _FT11VG MA A11-10L ES SHA L L, CORE
T IG -C
7AIL) I I
EE' 5kVDARD DE1 AV AND TITENCH11 iYU f ES,
)UPACTED 5AC'KFL OR
ff-C 'H4LL L?E F 4 H 11V� j?�r BEDDI
2. 1 TICIV E0U11MD , HSIVEV R 11� IIED cl SCREEOED FIN/91
4
OF AN INFL LIEN T EWER /5 L OCA TED TWO (2) op MORE- FEE- T AS� AND AT -1--RAIVES SEDOED //v UOR7AR Ej I O.D. 0 1 HER FINISH -:4
ARE EL EVA, TI ONS cl 11 0 11 &C PIPE
A 8 0 VE THE MA IN CHA NNEL. D IN SIVOWN IN UNPA VED AREAS. o ci u f n n n 8d ;ENCH WIDTH A T TOP OF PIPL -61
T ITE COLLAR.ENCASL 6x6 6 W Wf.
J DROP PIPE SHALL BE- OF EQUAL SIZE AS THE INFL RANS
UEN T SE WER. GROUT FLUSH NON -SHRINK cl 11 0 El 0 0 0 MA X Ed Sc -k 24"
DROP PIPE SHALL 8F PVC OR FISERGLASS WITH NON -CORROSIVE 'WITH MANHOLE WALL. MIN. Sc MAX DIM OF BELL -k '8" (UNSHEETED TRENCH)
SANITARY AS REQUIRED THIS POR TION
4
-5 Of- 8RICK (mz/0
R >
OR STAINLESS STEE� FITTINGS. IF A TRANSITION /S UADE 70 07HE 12 COURSE MAX DIM. OF SELL 12 SHEETED TRENCH)
TO BE CU T
DEP TH, FOR REMO VA L OF UNSUI TA 8L E IVA TERIA L SHA L L HE 6 MIN.
TYE OF PIPE, THE TRANSITION -SHALL SE OUTSIDE OF MANHOLE 4 4 COURISES (MAX) SEWER cl A 5 REQUIRED TO REA CH SUI TA SL E FOUNDA TION FOR NON- AND REMOVED
4. DURING PLACEMENT OF THE FISERGLASS LINING, IF THSENCH IS
1 6 MIN.
cl cl 11
CUSHIONING UA 7TRIA L, DEPTH SHALL BE 6 BELO W SO TTOU
NO T REMO VED TO A L L 0 W THE- L INING 70 EX TEND To THE 80 TTOU J'70" MAX
MANHOLE INVERT'
1 0"
INS T THE 5
P VC or DIP ILITY
MANHOLE, THE EXISTING RENCH SHALL BE NOTCHED AGA 2 OF UT
CO VER TO HA VE NON -
MIN.
MANHOLE WALL FOR THE- ENTIRE CIRCUMFERENCE- TO A MINIMUM PENELRA TING PICK HOLES SHEETING SHALL HE DRI VFN BEL 0 W: THE U TIL TY IN VER T
DEPTH OF TWO (2) INCHES AND THE f-IBERGLASS LINING HALL SE- IF RE QUIRED FOR LA TERAL. SUPPORT OR UNSUITABLE A T IAL 12 MIN,
4
EMOVAL WHERF DRIALN BELOW PIPE INVERT, SHEETING SHALL
COUPACTED RACKFILL
LACED AND SEALED INTO THE NOTCH, ANY NEW CONCRETEIGROUT EPDXY.COAL T AS
AR COATINGS 2 BE CUTOFF A VINIUbM OF 12" ABOVE TOP OF PIFE, OR HICHER _C -0/? EDDING TYPE
SPE If ZED f L9L
E-CIFICA TIONS -010 5 MIN. cl� AS AUTHORIZED BY THE ENGINEER, AND LEFT IN PLACE IN NO SHEETING
TO SE PLACED OVER THE EXISTING BENCH SHALL HE BONDED TO If. . I I I I '�K . QA
4 . 4 .4 4 ., 4 cl? 57PL
THE EXISTING ENCH USING AN APPROVED EPDXY SASE ADHESIVE 4. PL 4
44 'CASE SHALL SHEETING LEFT IN PLACE EXTEND HIGHER THAN Jo"
TO PREVENT COLL) JOINTS AND TO PROVIDE FOR FROPER BONDING BENCHING. PER 'SPECIFICA. TIONS..
HE L 0 W SURf ACE GRADE - UA& ESS SPECIFICA L L Y A PFRO VED. PIPE BEL L
A L TERNA TE QONNEC 77 ON REINFORCEMEN T A NO JOINT DE- TA IL 6 'BRACING SHALL HE APPROVLD AS REQUIREO.
24
-CONCRETE
BE � DESIGNED BY THE ENC'INEER AND. -211! 4. PRO TE I IE SLABS ARE REOUIRED WHENE V� R
c
A PPI? 0 VED S Y TILI� COUNTY DEPTH OF COVFR IS LESS THAN 36"
�D
MANHOLE CONNEC77ON DETA I S 5. 8ACKF111 70 BE COMPACTED, TO 98,51,
N. TS FA VED
AASHTO T180 MODIFIED PROCTOR IN AREAS TO 66
U//V. (51LE NOTE
4 7 V, AND 957,, IN 0 THf RS
SE T TOP OF VAL VE SOX Is" DIA ME TER OR
VE CONCRETE A
19" SQUARE CONCRETE TO FINISH GRADE, 27" PRO TEC SL B SHEETED, TRENCH
TO BE INSTALLED BY THE COLLAR IN UNPA VED ,f4 BAR ALL.AROUND
A REA 5 ONL Y Of A IL
RA C TOR PECIAL
BUILDING CONT
9
2-112" REDUCED PRESSURE SACKfLOW DEVICE UN #NMI=
SCHEDULE 40 FEBCO MODEL 825
9
AND COVER TO HE IMMC.
A A
CA Z V4 NIZED PIPE UNION f I?A IVE PIPE BEDDING A ND 7 7 7ENCHING DE TA IL 5
NOT OW) UNION
(SEE E 216EL
f-OUNDR Y N. TS.
17EAI?ING U. 0227 0/? E01UA L.
[XTtN,570N TEM W1 7H SCREW TYPE BEDDING ROCK 2 MIN
ADIUSTABLE
UETER Bf",� AND LID RENCH NU T E ME
1 2' 50. W V CAST -IN -PLACE CONCREIE BASE PRE -AST MONOLITHIC AS TA NDA RD 0 R A ND FRA
41T AL VE BOX
TO BE. SL FLUSH H -eET
lc7IVISHED ANO UPPER GUIDf CONCI E THRUST BLOCK
DE WTH CAST
f-INISHED ?A -OUI
12" TO JO" GRADE RE RED FOR UORtT PUSH ON JOIN T
IRON CC VER THRUST COLLAR
4 TO 6" ABOVE GRADE THAN 4' DEPTY.
NOTE PRECAST CONCRE7E MANHOLE
,\\7
CO VER TO SC NA 8 SHALL NOT REST ON O/y
VA L V OR PIPE A NO SHA L
2., VAL VFS SHALL NOT BE �OCA TED NOTES �f OR TEMP ORA R Y JUMPER CONNEC TION
BE CENTERED ON NUT
2" 6A IF VAL �F -9 RES TRA INED ENO
IN Sh.EE-T CURES,
1. A M UPORA R Y JUMPER C0kNF'77CN IS REQUIRED A T A L L CONNEC 77ONS BE TgEEN EVIS TING A C TI VE
"OR EXTENSIONS SEE
J. f WATER MAINSAND FRCPOSED NEW WAI-ER UAIN 1UPROVEMENTS VAL VE (TYPE A S SPECIFZED) C-)
2" PVC REOUIRE-MEN TS IN
2'X2-112"INCREASSR
-AL SI-PARA TION BETWEEN NEW WA 7ER MAINS (<8-1NCH DIAMETER) AND EVSTING WATER DOUBLE 2. A PH Y571,
2" mE TER NEW
MAINS SHALL� E UAINTAINED uNTIL AFTER FILLING FLUSHING, 7ESTING AND DISINFCC-TION OF THL >\
STRAP 2'�'2-112- REOUCER
AWWA APPROVE0 DOUBLE'
S FL DEPA R THEN T OF
MAIN HAS BEEN SUCCESSftL Y COMPLETED AND CLEARANCE f (21? USE Y ORIDA
VALVE (TYP.) PROVIDED. ADEQUA 7E THRUST 61 OCKING ANL�10R
ADDLE -ROCK BOX SHALL 2-x2-112- INCREASER 6 BEDDING GA 7 CHECK 8A CKFL 0 W PRE VEN TER ENVIRONUEN7AL PROTECTION (FOEP) HAS SESEN
_FROV A
CORPORA 77ON STOP REST ON BEDING ROCK, NOT RESTRA IN 7S SHA L L HE IDED 7EUPORARIL Y A T THE PLUGGED END. OF 7HE NEW PIPE DURING 7FS77 IG
TEST COCK (TYP. 2" THREADED 6ALV UNION, -W USED FOR . CONNEC77NG THE NEW PIPE TO THE EXIS77NG
0N VAL VE OR PIPE AND SH4 L L OF THL A 7E'? MAIN PIPE ANDIOR RTTNGS
NO TES: (2 REQUIRED) PIPE SHALL HE DISINFE-C7ED PRIOR TO INSTALLA TION IN ACCORDANCE WTH AWWA C651.
SE CENTEREO ON, OPERA TING NUT 'BEND \17
x
fHI?LA DED
A POSITIVE DIELECTRIC CONNECTION SHALL HE MADE NIPPLE (TYP J. CONNE0770H OF NEW WATER MAINS (>8-INCH DIAUFTER) TO EXIS77NG W4)rkR MAINS UA Y BE
RUST 5L
R_T 7H
WA TER MA IN N IS. AL VE! AND 'VAL VE BOX:DETAIL 2'�d GAL V TEE W/ PERFORUED WITHOUT A PHYSICAL SSPARA 77ON PROODE9 THE FOLLOWNG PROCEDURL A FOLLOWD. CONCRE E OCK
BETWEEN ALL GAL VANIZED AND 5RASS COMPONE V x N\\�
2' SCH. 40 GAL V
I" VALVE FOR TEST
N. TS
2 USE PRIMER SU/ TED TO BA SE MA TERIA L S FINISH W TH PIPE F17-fiNGS AND DISINFEC77ON A. THE Tlf -IN V4 L VES SHA L L BE OPERA 7FD A NO PRESSURE TES TED TO VEITIF Y W4 TER 77GH TNESS
ERIOR ENAMEL� TWUST COLLAR
VA L VE INS TA L L ED IUMEDIA TEL -1E V -IN /S NOT TO BE UADE.&WRL -PUSH ON JOINT
CENT TO TI A L VE OR TIE
2 COA TS FOREST GREEN E XT AND FIT77NG5. PRIOR To 77E- IN. VA L WS AHICH A RE NO T WA TER TIGH T MUST BE El THER REPL A CEO, A NEW
FROWDED AEUP. CONNE ION
Y ADJA
SUPPORTS AS RE-Ov.
WAM9 METER ANDBACKFLOW FREVENTER -,: i SYSI U HAS BELN APPROVED FOR SERVICE BY F96P
WA 7T LINE
N, TS
THE 77E-IN VAL Vk HALL BE CLOSED AND SECURED BY LOCKING UECHANISU CONTROLLED BY
WA TER L INE, AND CUSHION
7HE UPLITYCOUPANY
EXIS771VG
THRUS T COL L A R BL OCKING A RRA
NGEMENT
LC.W4 7ER THE TIE- IN VA L 11E SHA L L BE OPENED CNL Y FOR FL USHING OF NEW WA T R UAIN UNDE
MAIN 2" CORP. STOP (T�p.) THE E R
71 9 -Y Coy
7 14SION Of -1E -1?0,1,-C T ENGINEER A N U T11 7 PANY NO TES:
TO E INSTALLED BY THE �4
.4
A' 4 1A
'A AS,SPECIFIED BY
BUILDING CONIRACTOR A NEW WA MIAIN 0. A TEMPORA R Y )UYPER CONNEC TION A S DE TA IL ED WOUL D BE PRO VVED f OR FIL L ING THE MA IN 1. A DDI TIONA L REINFORCEMENT SHALL BE 7HE ENGINEER.
.4 TER
-ft -0/? CONCRETE SHALL, BE 2500 PEI
7-7-
AND f PRO VIDING WA TER FOR SA CTERIOL OGICAL SAMPLING OF THE NEW WA TER MAIN 2. INIMUM COUPRESS1 VE 5
44 7RLNG/H.f
DOUBLE 57RAP REQUIRED BY THE F96P PERUIT
0,D, -ULL CONCRETE ENCA 5f T A'.
A
OS &Y VALVES 4 TAPPING SADDLE (TYR) J. BEDDING, A CKFIU, AND COMPA C TION SHA L HE A 5 SPECIFIED
'4 4
RET OC EL IN AND SPECIf 7CA TION
K
'F
CL OSED A NO .2 ION DEUCIVS TRA TING THA T 7HF 9 OUBL E CHECK
'500 P.S1. CONC
112 PREFORMED JOIN T UA 7FRIA L W1 TH 008t E CHECK DE7FC TOR A SSEUBL Y 4 77E-IN . VA L VE MUST BE E. CONTRACT08 SHALL PROWDE DOCUVEV7A T SEWHERE THE S TA NDA RD DRA WINGS S
REMAIN L
_AEEN ------ 4 L OWREVENTION DEWCE HAS SEEN TESTED AND /S IN GOOD WORKING ORDER A T THE 4. -ALL f ORM BOA ROS SHA L L BE REMOVED FF/OR TO SACKFILL.�
SEA L ER TO BE PL A CED BE 7 FABCO MODEL 806 DCOA 4
D.I.P. AND CONCRETE SLAB
ASD BY THE UTILITY COMPANY 5. NO ALLOWANCE SHALL SE MADE FOR �RICTION BETWEEN THE PIPE
PANY TO PROWDE LOCKING MECHANISM 6A CKf
.44 COR 77ME OF INS TA L L A 770N.
VAL V� WLL HE OPERA
PERSONNEL ONL Y WALL AND THE THRUST COLLAR.
51 0 j� F AS RE rH CORPORA TION STOPS
f 7H UPGRARY -IUMPER CONNECTION SHALL BE UOVED AND E
6 0. D. 5' 0
90' SEND
6" CONCRE17F SLAB W1 6 SE WE R L 6. DESIGN PRESSURE- 150 PSI.
CL OSED ON fHE WA TER MAINS UPON COMPLE77ON OF THE CONNECTION. AND RECEIPT OF
NO. 6 x 6 - WIO x 00.
p1pr
PIPE FOR USE' 8 Y FDEP. 7 FOR RE S TRA INING THE THRUS T COL L A R ON PVC
(2500 P.S.I. CONCRETE) CLEARANCE
FLANGED JOINT CONCRE7E ENCA SEMENT A CCEP TA 5L E RESTRA INING DE V1 CES A S DESIGNA TED IN C TION 2. J (G)
75UPORA R r JUMPER CONNEC TION DETA 1 EQUIREMEN TS ON THIS DRAWING
N. T ALONG WITH OTHER
12- ALL AROUND (T?PICAL)
N. T,�
AREA FOR PL UG
UNDISTURBED TRENCH LIMITS..
14L
Pv
AREA FOR PI.UG -
7i, /7,
.SOIL C`T�p
AREA FOR PLUG
S TEEL
1190' BENV jf4 BARS ALI. AROUND.
L__p/pE SUPPORTS RESIRAINED OINTS
b,IN. 2 " CI-EARANCE
(2
-0 (2 AROUND PIPE
YCHOU
E96E Of -
MAIN S&F WCE
TRENCH
PR OFIL f
+
A:
THRUST COLLAR IN ACCORDANCE WTH
(2 REQUIRED B07H SIDES)
STANDARD DRAWNG AND PI-ANS
NO TES:
POURED AGAINST
ALL ABOVE GROUND PIPE .10INTS SHALL HE FLANGED.
1. THRUST BLOCK BEARING AREAS SHALL BE CRO,
CROSS, W
6A CKFL 0 W PREVENTER A 5SEMEL r UNDISTUI?5ED MA TERIAL. WHERcr_ TRENCH WALL HAS BEEN PLUG S, w TEE
N. TS DISTURBED, EXCA VA TE ALL LOOSE MA TERIA L AND. EXTEND TWO PL UGS
TO UNDISTURSED RA TERIAL.
AREA FOR PLUG AREA FOR 7EE
2. LlYTEND THRUST BLOCK f`ULL LENGTH OF FITTINGS. AREA FOR 45' REND
F E - 1 5 AREA FOR PLUG
JOINTS SHALL NOI ?E COVEYED BY THRUST BLOCK
1.0, VARIES 4 0' (TYP.)
FITTINGS SHALL BE PROTECTED BY POLYETHYLENE FILM
q,?r'A k' A Wd Y T Yc2r 1.4 YOPA A/ T
v
6 MIN. T YP)
IX
X X X/
4 -X4'�d2
BEARING
PLA TE (TYP) A
GAL VANIZED TIE. RODS
INCLUDING NUTS AND WA SHERS
C (6 MIN.), SEE'SCHEDULE BELOW
N
68 MIQ PRIOR TO PL to. 111\\ I I .
WTH PUMPER NOZZLE ACING CONCRETE THRUST BLOCK AL
i Is - 1� � . I . - ,
FA CING STREET J ROUGH 9L OCKING FORMS, SHA L L HE USED A L ONG SIDES OF W900 "j
MECHANICAL, JOINT
WORD "WATER" ON COVER
THRUST BLOCKS, AS REQUIRED. BL OCKING NO TES:
AT FINISHED GRADE ---a CAP OR PL UG
4 THRUST BL OCKS SHA L L BE USED IN COMBINA TION, A S (T?P)
1. INSTALL, FULL LENGTH �101WTS W1 TH TO TA L NUMBER OF JOINTS E-OUAL Tc) OR GREA
TER
USE MUELLER A-42J OR
REQUIRED, TO SUITE THE SPECIFIC FITTING ARRANGEMENT
UNDISTURBED
MEDALLION AWWA STD. :t THAN SHOWN IN THE TABLE- AND FOR THE TOTAL EQUIVALENT LENGTH REQUIRED_ SO/I.- N�
CONCRETE COLLAR REQUIRED .1 . . I
5. A L TERIVA hE DESIGNED RES IRA INING S YS ZEMS SHA L L BE
C502 OR APPROVED Oe? .2. WHERE TWO OR MORE FITTINGS ARE TOGETHER USE FITTINGS WHICH YIEL D
I IN UNPAVED AREAS AREA F
6" MAX
CRE ES T NUMBER O� - RES TRA INED JOIN TS
EOUAL PRO VIDED WHERE S TANDA RD - THRUST SL OCKING IS NOT RL UG THE A T
SEE TRENCH
EDGE Of FA VEMEN T SUITABLE AN0101? SOIL RESISTANCE- 3EARING.IS LESS. T
J. CON TRA C TOR SHA L L SURMI T FOR RE VIEW A NO COMMENT, DRAWINGS FOR RESTRAINED JOINT f NCA Sf IE RODS IN J" CO VER
DE TAIL 5' FOR
THAN 1500 PSF
T
ABLE C 6. ALL WOOD BLOCKING SHALL HE PRESSURE REA TED
TEE W/ _W S
4. THRUST
ADJY57, AST IRON BLOCK AND RE RAINING SE ER AND WA TER MA IN SCHE D UL 5 HA L L 8E THE
V REQUIREMEN Ts
BOX AND LID W/ 7H PRESER A T1 VE lf4 SA R S TEEL I?ElNf
-/A/ COMPLETLD BY THE ENGINEER, SA.SSD ON ALL DESIGN CONSIDERATIONS INCLUDING,
CAST IN PLACE 6" PVC SLEEVE TEE wl. PL UG END PL UG WYE SU T NO T L 1U1 TED TO THE FOL L 0 WNG.- PIPE T YPE, SOIL BEARING CAPACITY, SO/L TYPE,
CONCRETE
GATE VALVE
MIN. 12" THICK
WSQUEEN BETWEEN
POUR AGAINST
MECHANICAL JOINT
TEE AND CONCRE7F
UNDISTURBED
(TYPICAL)
TRENCH 5A NK
6" PIPE
4,
4
THRUST Bt GCK
FOR TEE
WRAP JOINT WTH--1
MECHANICAL XINT
WSOUEEN BEFORE
POUR
ANCHORING TEE
(TYR)
(CLOW F 127)
CAST IN PLA CEJ
USE BRIDLE RODS
AND VAL V�
CONCRETE
TO PRE VEN T MO VEMEV T
SHAPE TRENCH TO
AHENE VER H YDRA N T IS
PROVIDE FIRU SUPPORT
6 �- 0 " I?R L ESS FROM
6A 7E VALVE
NO TES;
1. H.KDRANTS SHALL SE OF THE SELF -DRAINING TYPE
SCHEDULE FOR
j -THRUST BLOCK AREAS
PIPE
90
45'
22-112'
114'
, TEE
DESIGN
SIZE
BEND
BEND
BEND
BEND
PLUG
PRESS
INCHES
SO. FT
50. FT
SO. FT
.50. FT
SO. FT
PSI
2. 0
0.6
0. i
11.4
150
6
4.5
2.4
1.2
J.2
150
8.0
4. J
-9.2
1.1
5.7
150
NO TE:
THRUST BLOCK AREAS TO BE COMPU TED
ON BA 5/5 OF 2, OGG L 95 PER SO. FT
SOIL Rf RAINT HEARING
(1, 500 UIN.) SEE NOTE 5
MINIMUM LENGTV Of ESTRAINED PIPE
TO BE INSTALLED ON EACH SIDE OF FITTING
'FITTINGS
PIPE SIZE (INCHES)
4
6
8
10
12
SEND
15
2J
29
J5
.11
45' SEND
10
12
15
17
22 112 - BEND
5
6
7
1 9
11 114' 0
.2
j
j
4
5
HRANCH OR TEE
15
2J
29
J5
41
DEA D C�
15
23
z1v
ill?
47
Off -SET (AS REO �9) 5. THIS CHART WAS PREPARED BASED UPON THE 1992 DIPRA MANUAL FOR THRUST
RESTRAINT OF DUCTILE IRON PIPE. ASSUMING- (1) 150 PSI WORKING PI?ESSURE,
'EDGE Of- CROSSCUT—,,
_T OF DEPTH, AND (J) L A YING CONDI TION NO. J f SA NOISIL T SA CKf IL L.
(2) 4 f EE
WOOD FORR BOARDS &EHIND - UNDIS77JRBED
BEL L SHA L L NO T IN TERFERE
W TH JOINT (TYP.)
UIL r,-,,l
"7.
777
CONCRETE T
BLOCK (TYR)
TRENCH MD TH
A>.
THRUST
X
N
THRUST SL OCK
'ITTING
UIN.
AREA (SO FT)
CONCRETE
THRUST RL OCK
2. HYDRANTS TO B PAINTED TO CITY TANDARDS. or_/ VL10 f1-/L,,,9L )r- L, IIUIV
FIRF �-IYnR,41VT Y I)FT4ff .7"AM/ /07 Q/ I -)=A fl
SCHEDULE, A ;9EAD MAN`*- THRUST AND RESTRAINT
PIPE
SIZE IN
DIMENSIONS
TIE RODS REQUIRED
(INCHES)
A
H
C
D
DIA.
No.
4
4.0
4. 0'
6A'
4. 0'
J14
2
4. 0'
4.0'
8"
'4.0'
J14
2
4. 0'
4. 0'
8
4. 0'
J14"
2
.10
6.0'
4.01,
10"
4. 0'
J14
2
6. 0'
4. 0'.
10"
4. 0'
_�14
2.
SCHEDULE OF DIMENSION57 AND MA,TERIALS.'
PIPE
D11YNSIONS
TIE ROD REQUIRED
SIZE
(INCHES)
A,
C
D
4. 0'
DIA.
J14
NO.
2
4.
4. 0'
4. 0'
�7
r. L/
_r. L/
2
4. 0',
4. 0'
J14
2
NO TE: THRUS T 8L 0 * CK:AREAS.COUPUTED ON RASIS OF 2,000
LBS. PER '50. FT 501t RESISTANCE 8f ARING (2, 000 MIN)
A10 COMPUTED ON Or- � OGO
N. TS 771RUST BLOCK AREAO .4, 1HHUS/ COL"HS
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ELECTRICAL / UTILITY CONTACTS!
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TELEPHONE UTILITY
SOUTHERN BELL
FLORIDA POWER 4 LIGHT
301 NORTH MYRTLE AVENUE
132 COMMERCE WAY
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ATTN: MR RANDY MAY
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TEL* (40-1) 328-1921
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I a. WE RIGID GALVMIZEP STEEL IN ALL AREAS EXPOSED TO WEATHER OR PHY61CAL DAMAGE. �
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.6HALL REFERENCE MECHANICAL DRAWINGS FOR EXACT LOCATIONS.
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ICE, ETCL LOCATIONS SHALL BE VERIFIED.WITH ARCH. PRAWIW--,5 AS WELL AS,. ,
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EQUIPMENT SUPPLIER REQUIREMENTS PRIOR To ANY"R -IN Wf;KL ' . I
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THESE'DRAWING$ ARE DIAGRAMMATIC AND RE INTENT
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IONAL GOVERNING CODE6
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SECURE AND PAY.FOR ALL NECESSARY I �� I 1
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REFER TO,MECHARICAL � _ � P _C$L F MS I;REQUIf;;Z5D L
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.ELECTRICAL SECTION Or � Ar
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lg,, ELECTRI CONTRACTOR SHALL VISIT SITE PRIOR TO BID PATE, To VERIFY ALL EXISTING 0a,01TION5
CALL
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TO BE ENCOUNTERED IN THE INSTALLATION OF ALL NEW EQUIPMENT, FIXTURE$ DEVICE$, FEEDERS_
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11. ALL EQUIPMENT ELECTRICAL CHARACTERISTICS, LOCATIONS, AND CONNECTION REQUIREMENTS SHALL BE .
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VERIFIED PRIOR TO ANY ROUGH -IN WORK I I I I
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.4. ALL SUBSTITUTED LIGHT FIXTUF;ZE5. L
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a FIRE ALARM SYSTEM. (SEE NOTE *23 15ELOW), .
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EDITION OF THE NJE.C. ART. 250. 1 . %
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20. PENETRATIC 5 OR CEILIW_55 SHALL BE FIRE RATED IN WITH
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22. PROVIDE THE'O(LNER AND TH18 EW_,INEER WITH ONE 6 R C AS 5U 6 H I
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23. ELECTRICAL CONTRACTOR SHALL INCLUDE IN BID ALL COSTS FOR A COMPLETE AND OPERATING FIRE
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SYSTEM WHICH NOT ONLY SATISFIES THE FUNCTIONS AS DESCRIBED IN THE ELECTRICAL
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24. ? MOL TEO A50YE
I ALL YOLUME CONTR0L5,iT SS O MY DEVICES THAT ARE IN
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THE CHAIR RAIL,IN PUBLIC AREAS MUST BE MOUNTED AS cLOsE,Ar
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AL: NOTES
P.O.S. GENER
4
Arch i re
NG Box
�. TO
:EILINr
O94 000(J
:.vJ
r
x
,
,
MHO66
LFN RK, LPN-RK
LPN-RK
-1ETA
:INTERIOR t WATER
PIPE fPER NEC 2E�O-aoa
AVAILABLE FAULTH CURRENT (INCLUDING MOTOR CONTRIE3 TION)
REQUIREMENTS WITH THE SERVING UTILITY COMPANY, AND PROVIDE
OY
TOTAL C, EP LOAD,' 111, -A.:
AL6UL,4T
OF 5. $EE.NOTE
45,200A RM5 AT THE LINE SIDE OF THE,,FU5E,
LIJ
FOR ONE OF THE FOLLOWING:,
Ci
C1
C1
2 4W AMP
3/4"C. 103'/0 CU GROUND
THERE SHALL aE A U.L. LISTED 5ERIE5 RATING BETWEEN THE
1. UTILITY METER AND CT'5 IN SERVICE SECTION.
IDE 6WITCHGEAR AS SoHOLLIN.
r
LINE51bE. r-,>EVICE,IN THESERVICIE ENTRANCE EQUIPMENT AND
PER NEC.2501
-51
THE DOWNSTREAM BREAKERS IN PANEL'!'MEP" 15A5ED ON THE
-5,IN SERVICE 5E
2. SEMOTE UTILITY METER WITH CT -CTION:
AVAILA5LE FAULTH CURRENT oNcLuDiwa MOTOR, CONTRIE3UTION)
PROVIDE REMOTE METER ENCLOSURE WITH CONDUIT AND
CONDUCTORS TO THE CV5 IN THE SERVICE SECTION.
OF 45,200A RM5 AT THE LINE SIDE, OF THE FU5E55EE NOTE
THERE SHALL 5E A U.L. L15TED'5ERIE5 RATING 5ETWEEN THE
3. REMOTE UTILITY METER AND REMOTE CT'6 (E3UILPIWQ MOUNTED) -
ROUTE UTILITY FEED THROUGH CONTACTOR PROVIDED
LINE51PE DEVICE IN THE SERVICE ENTRANCE EQUIPMENT AND
-R AND CT.ENCLOeURE TO MAIN
5UILDING MOUNTED METE
0
THE DOWNSTREAM 5REAKER5 IN PANEL "LIP" 15A_4�ED ON THE
SERVICE.
TO POWER COMPANY
'AVAILA5LE FAULTH CURRENT (INCLUDIN<�i MOTCR,CONTRI F3UT ION)
U.
UTILITY TRANE,
SFORMEER,
0
OF 45,200A RM5 AT -THE LINE SIDE OF THE FUSES. SEE NOTE
4., REMOTE UTILITY METER AND RgMOTE CT'S (SITE LOCATION).
SEE 51TE PLAN.
ROUTE. UTILITY FEED THROUGH CONTACTOR PROVIDED
THERE SHALL 15E A U4_. LISTED SERIES RATING E3ETWEEN THE,
51TE LOCATED METER AND CT ENCLOSURE TO MAIN
MAXIMUM AVAILA5LE FAULT
-LINE51DE DEVICE �!N THE PANEL X5" AND THE DOU.JN5 TREAM,
SERVICE
CURRENT FROM UTILITY GO.
FNL
11KPI11
PNL
"KF:12"
PNL
PNL
PNL
E3005TER HTR
BREAKER5 IN PANEL "CIP"AND "KP3" 15ASED ON THE �AVAILABLE
IN CASES THE CONTRACTOR SHALL PROVIDE ALL LAE30F;Z AND
AL L
15-42,OOOA RM6 5YNN
11PP11
11MEP11
4r;,KW
FAUI.,TH CURRENT (INC.LUDING MOTOR CONTR15UTION) OF
MATERIAL$ REQUIRED TO MEET THE SERVING UTILITY COMPANY'5
4�,,20OAARM6 AT THE LINE 511DIPH-OF THE FU5E5, SEE NOTE r-il
.
MOUNTING FLUSH PANEL 11KFD311
SEE I -LINE MAIN
NOTES
120/200 VOLTS 3 PHASE 4 WIRE -.,A.I.C; RATING. BUS
LOCATION
WATTAGE
OA 0 B -OC
L
T
G
R
E
C
m
S_
B,
K
�R
C
R
C
B
K
R
M
S,
R
E
'C�
T
G
WATTAGE
OA OB 0C
LOCATION
HEAT LAMP 03ro'
E700
1
20/1
2
20/1 "1
11500
PLUGMOLD
4kO
5ROIL'50X 03a
1-'
20/1
3
4
20/1
2
�15LENDER STATION
*0 04
0*
RECEPT. UTILITY
3(bO
2
20/1
5
EF-1
ro 85
1
2o/3
7
8
'SPACE
04
9
1 ol
-
�$PACE
04
6 6�1
1 1
-7
121
-
SPACE
EF-2
901
1
26/3
13
14
5PAcE
SPACE.
901
17
$PACE
0 h
EF-3
1
20/3
1g.----20
SPACE
.21
2213o/2
1
.2100
ICE MACH.,045
Q 4
-------
901
23----24
-SPACE
2 5
2 6120/1
SPACE
SPACE
27.
-12
8
20/1
SPACE
ICE MACH, 045
2100
-77
3o/2
29
30
20/1
SPACE
2100
-
31
32
20/1
SPARE
SPACE
33-7
-
-_34
20/1
SPARE
MICROWAVE *125
1400
�64
3 5
-
3 6 1'2ol-2
1400
Mlr_Ri:�WAVE 112(b
1400
---
37S
38
1400
MICROWAVE w29
1400
0/2
39
4o
20/2,
1400
MICROWAVE On
------
11460
1
- 1
41,
42
---
WATTS OA, T204 0 B,
0C 9,211
TOTAL WATTS 23,334 AMPS (o 40 tCL N/A
HIGH 0 WATTS S,2 11 HIGH 0 AMPS 1(o,0 HIGH 0 LCL N/A
GROUND FAULT CIRCUIT 5REAKER
0
4�
0
Z�l
D r
&59- HMAND TAKEN ON,KITCHEN EOUIPMENTREFLECTED IN TOTAL LOADS.
-TAKEN ON KIT EQUIPMENT REF N TOTAL LOADS.
o5519 DEMAND TAKEN ON KITCHEN EQUIPMENT, REFLECTED IN TOTAL. LOADS. 65� .'DEMAND (tHEN LECTED1'
PROVIDE GROUND FAULT CIRCUIT BREAKER
PROVIDE SHUNT TRIP CIRCUIT- 5REAKER
TING PAN SEE I -LINE �MAIN
NOTESf,
f2 612 00 -,VO "s S'E, 4
3 P L:�j L2Z 200A'
LT _W.IRE BUS
LOQA TION
_WAJTAGE'-" .
-7 -7
���OA :�O B
L
T,�
0
R
F E
C
M
C.
B
K
C,
R
"C:
.
C.,
R
-13"��
K
�'R
S
C.
R
F
C
L
T
G
_E
'WA TTAG
4 A `013 '0 C
LOC
-ATION
R-TV f;ZECEK.
2.1
20/1:
2
20./1
1
1200
LOE36TER TAW -M
1
20/1
3'
412b/v
I ,
240
.,eALAD 51A
$ODA
20/,1,
6
-120,
FtATE CHILLER n1
�.O
rRECLIPT. UTILITY,:-
1
20
2 0/1
t
FECEFT.-UTILITY
0
DOOR BELL
I
21i:wl,
�9
i 0,
'20/1
4
120
nCEPT.-UTILITY
6ECURITY 5T6A-M.E.L
-7
2 b/f
2
360.
-H05
RECEPT. T. STAND
0
YE5T
RECEPTS. "IRRWI
7120
4
1
1200
SLU5H MACHINE 018
*'0
FRECEFrs.-YEsT, wDm
.120
4'
20/1
1'5
16.
2.0/1
3
E540
R=CEF`T.-DJNNG
FL4110LD OFFICE
I 1
120/1 .17
181'
20 /j
1200
eLU$H MACHINE vla:,
C)
6010 5Y6T ,fAx
al
.3
20 /1,:
19
----20
Jac
nC:EPT -EMn BW R1 120
-b
nCEPT41W5 OFF,
'I
-2o/i
2,11
-k-
22
26/1
.11
200'
HEATTAn ROOF
2b/l�23,-
24
20/1
1:�
120 0
5LUSH MACHINE rla
I4r:AtTAPE-R0QF,
1501c
joll -'25
26
2011
540
PECEf DINIWjIRR
'0
06ND. LN IT 03
]2'12
1:
20/3.
27
28
20/1
1
1200
$LUSH MACHINE 'rl$
1212
29
-30
20/1,
1
iREGEF. - UTILITY
PROVIDE 5PST-RELAY AND 112"C-2 012 TO TIMECLOCK RELAY AS SHOWN ON MECH. WIRING D1,66RAM SHEET AC-1.
12,12
31
-32
CONDANIT 49
_C,0N0 (AIT
33
34
400
loo:
35
36
400
-----
'100
37-
15/3 ,
AOO
C�ONP. LNIT
nCEPT. -UTILITY,:. ,
540,
.3
2o/1
39
40
400
MOUNTING, —FLUSH PAN'EL :5EE J-LINE MAIN
NOTES V-1
120/20a VOLTS I PHASE 3 WIRE A.1.0,RATING BUS :'10,000
?0/1
400
-.WATTS OA, :,9, o2,, 0 13:,'� Z a-32, '0 C
77 ,
-2 a 1_�4( AMP 0 4'�
TOTAL �.:WATTS, o S LC
"WA
LOCATION
WATTAGE.
L.
T
R
El
M
K
'C
C
B
K�
M
R
E�
T
WATTAG E
LOCATION
Ts :0,'AMPS
HIGH,_0_ WAT pi3i>Z H
HI'G HIGH
O� LCL N/A
0 GROUND r
-AULT.CIRCUIT IBREAKEk
0
b
0
r
A10
V-7-1 77_;�_
OA
OB
G
C
C
R
C
C
R'
C
C
OA
OB
6596VEMAND TAKEN ON KITCHEN. EQUIPM NT REF�ECT!t[), IN TOTAL
FE-CHECK
2
20/1
1
2
20
PAM-E
PRJNTEf�5 065A.
1000
2
20/11
3�
-4
20/1
FIRNTER5 %5A
1000
2
20/1
5
-6
2p/1
2
1000
%4 IR�615TER 080
CA,
A
L'N
AND F
D
FIIRE-CHEr-K %5
loco
2
20/1
.7
8
20 /1
2
1000
",CA,%4 REG16TEk W
5CH
5CHF=DUt
CA6H FEG15TER .
loco.
2
20/1
_rl
9
-11
2
7
1000
HECK o5
Q�MTEJR Cff.
2
120/1
1121
20 /1
T7
�2-
1000
-CHECK
WATTS
OA 5,000
-'013'
5,000
T
:AMPS�'=
.41-6
LCL�'
N
HIGH 0 WAT S
T
N/A
HIGH4t'A
mos
N/A
HIGH,
''0 LCL -4
77�
WA111 wimill Millie 11111 1 Nil 11 "INN=
nip
1A1
- ��3 TERIOR'LIG HTIN GA€6 REFRIGERATION EQUIP. WIRING DIAGRAM o€-�