HomeMy WebLinkAbout400 W Seminole Blvd Plans New construction Lake view Aptsj
LAKE
MoI�RoE
VICINITY MAP
•
NO. TITLE
1 COVER SHEET
2 OVERALL BOUNDARY & TOPOGRAPHIC SURVEY
3 SITE LAYOUT PLAN
4 PAVING GRADING AND DRAINAGE PLAN
4A STORM DRAINAGE CALCULATIONS
(NOT FOR CONSTRUCTION -PURPOSES)
5 WATER DISTRIBUTION PLAN
6 SANITARY SEWER PLAN
7 CONSTRUCTION DETAILS
8 STANDARD DETAILS— WATER
9 STANDARD DETAILS— SEWER
V
r
N
m
N
LL
Q
LAKE MONROE
Plant List and Specifications
SYM BOTANICAL NAME COMMON NAME
AR Acer rubrum Red Maple
LJ Ligustrum japonicum Ligustrum
QL Quercus laurifolia Laurel Oak
TD Taxodium distichum Bald Cypress
AL NOTES
SPECIFICATIONS
81-101htx 4'-5'spd single trunk
24"-30"oa
81-10'htx 4'-5'spd songle trunk,
12"-2"calp.
6'-8'htx 31-4'spd. single trunk
1. All plant material shall be graded Florida No.1 or better as•outlined in the
"Florida Grades and Standards for Nursery Materials".
2. All planting beds are to be top dressed with 12"-2" of shredded cypress bark
mulch.
3. All plant material shall be properly planted with friable topsoil and fertilizer
mixture.
4. All grass shall be recognized St. Augustine "Floratam".
S. All landscaped areas shall be covered (1000) with an automatic irrigation systerrn.
6. All work must conform to all applicable codes and regualtions for the city of
Sanford.
m
N
m
N
ILL
0
ge
LACE MONROE
FZIA/L//l/,F = o. Go
BENCHMARK
B.M. U. S G. S. STANDARD 4.46
-T 5------------- ELEVATION 8,625
41 1938 N.E. COR.
. �---------------- DISC. n
SEAWALL AT BANDSHELL - PARK AVE.
a'
II 4'N0Ls2 ,
F/UD, 4/4
N� / O —��'C a fd,r • ¢ o?
Y LI
•
o
3$' S o0O'/7r��/ m B /
Go,? L /GH
POLE I �00 I ,� Z rriN//iT�;e - / i7i .'$5 °�yll7 �r •`>'e Z� ,t ( L!/ c4
z S
Fcv,�� /o.� WAIF I I Esc, ti G u/4rE2 ;0 0el/ •' �] //G,tr/ �,03 —� �� ;s,� . S o
os'
1 I I GRASS I . I' S D d
y .. �8 -� '/2.0 0 �.I , ' e. 7Q 20 '� FLOW [/NE
5 3' n I I I M I" y' . I ( `'S' B 5 G PAT
/.•3o i I I I 60 ! ,. ' I .4 .. • � a /� 7G o RS,� OL/ � 3 oRT ToP_ /v. Co5
IAIV
/rt/V= 3 6`5
�iV► Y. / I I �' ; ; i,! V's' GRASS ;,'I y I I l I R�9 Cd��!/oFiID, Ak4
4/1
J.
10
5/Oyz I I I As PER . E 45T, I�tIV �O
N
I I �' „17 ` ya I I I R/E �D� DAB UR.
N fj _ �I I I I N , So v-: ac 4.
oo ZG' 28
%
97
ell 891767 P5,Itl.
TUR/CT/OWA&V'ir-
seor�= 87 G,PT� ToP = 7. j I -
5• nvv. = 2 BS I ' � A /r✓Y- 5.02 I q. �
E. /n/,!= s oo I I I I 130
-------- - - - - --- - - - - I - - - - -- - - ------ - - - -
-j
�
I
I q �
/28
I N
I - - - - -
�, --------------------1-----
/z I j i I h Nvi
Il I o
I s8•,. '. I I � I / srr. y�
a as------------- ----------- I i I v� I a2r�o'BLDG 'p � N
\ ti
zz. el
Conveyed May x7 /973 I ! I
N Q, O,,P �3. 978 , /92S �GJ 25yr, res z`ri�tio/7 ! I I 0 9
p lo' 1 6 81 ,for Me sa ; ds�`i-id�fio� or s tordye _
tZ O •:
W.
vj
done
''I ►3: I I 2 1-4 West
�qST 3¢8, DO ' Cap #2700 l o• �9 L✓est l
u
GRATE- 70P = 9./8
D �1
a Eas T rNv _
/2,/5 ---11 ------------------
l I ,9'ez s- //o% /lo (�7E qs.) 10 _�- I /89. o / J v P\ y
o, 09 C C
�12-ET T STREET / t%t , *l
V59 vio!o
DI I� I �r I I/acat`ed by D, 629
15
LL
o91-I 953 log. / 7zoI 4 I I lD / �. 3 - - - -73 s
3 NOT INCLUDED -moo
lb
I �I 1h I I
;h3
4\ I - -'-------- !3"kLp,I
p � � I l� `�'' .. : ' • , ���, ° 13,E 13
cone. J-; �jI
NJ
l I }1i
{ BLOG.M
w�E GSaat #S.PB.�i ay.00' M./. ToP =/�l3 27 p•i
/0., oP U°
,I
= s irv✓- o ar z j
5.s . =ZgB I Fit/O. 4X�C.N7 I Z ,
• B 9 ° 5 9 7z"q " E. 508. 45 ' �/Bw.e.o ,�,• �, zvs!= /i. a7 I� % UzH,Wro�i 3 i\ con�B ST. s. S. s. �/UO. /. O. M. y roP_= /s. ¢s
a W�TE,2 } SEIy x ��
N Z'"e c. >? SMW saw-a,e 30 s. s $ N /�C/ ----� .
j FiUO. %"gaZ7 13. 3,y8 ' „x,. CUT otr ToP
C, q E o : 3,q� Icy o.Eo c��r, �s COniG. CURB ELV. =15.42
0. .3jQ 2 R.C. P. i1 c/ e o/! ihT�• 6 ��
_k�j
�•9a I � /NV. _ //; O/ R s -
- .. I y3•�' Sewer 29..8- '¢ `��s. F/1/lO..gX4C .�
FULTON STREET--
fit/O. 4,1`4 C. -O. /, O, 2�'�CD.�JB/,d�D
/VO. /.O. I I GRATA JV = /a/ 7
• ELM
II /.vV_ //.O/ — — � Sr S. fr'S. S.
STREET
DRAWN DESIGNED
you LOUNT SIKEs BouCK& RoCKETT, INC. PREPARED FOR:
CHECKED CONSULTING CIVIL ENGINEERS & SURVEYORS
WINTER PARK, FLORIDA BLAND DEVELOPMENT CORP.
NO. DATE REVISION
BY i ` APPR'D. (PROJECT ENGINEER
GRAPHIC SCALE
FEET , INCH / 1:50
0 50 100
OVERALL LEGAL DESCRIPTION INLUDING OUT PARCEL
A TRACT OF LAND LYING IN THE NORTHEAST 1/4 OF SECTION 25, TOWNSHIP 19 SOUTH,
RANGE 30 EAST,- SEMINOLE COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED
AS FOLLOWS:
BEGIN AT THE SOUTHEAST CORNER OF LOT 5, BLOCK IN, TIER 6, E. R.'TRAFFORD'S
MAP OF THE TOWN OF SANFORD, AS RECORDED IN PLAT BOOK 1, PAGE 58 OF THE PUBLIC
RECORDS OF SEMINOLE COUNTY, FLORIDA; THENCE RUN N.00°-02'-42"E. ALONG THE
WESTERLY RIGHT-OF-WAY OF MYRTLE AVENUE, 631.835.FEET TO AN INTERSECTION WITH
THE SOUTHERLY RIGHT-OF-WAY OF SEMINOLE BOULEVARD, SAID POINT BEING ON A CURVE
CONCAVE SOUTHWESTERLY AND HAVING A RADIUS OF 1270.383 FEET AND A TANGENT BEARING
AT SAID- POINT OF N.64°=14'-43"W.; THENCE RUN NORTHWESTERLY ALONG SAID CURVE
AND SOUTHERLY RIGHT-OF-WAY, 460.471 FEET THROUGH A CENTRAL ANGLE OF 20-46'-04
TO THE POINT OF TANGENCY OF SAID CURVE; THENCE RUN N.850-00'-47"W., CONTINUING
ALONG SAID SOUTHERLY RIGHT-OF-WAY, 467.631 FEET TO THE EAST RIGHT-OF-WAY OF
FRENCH AVENUE; THENCE RUN S.00°-02'-42"W. ALONG THE EAST RIGHT-OF-WAY OF FRENCH
AVENUE, 449.872 FEET TO A POINT 344 FEET NORTH OF THE RIGHT-OF-WAY OF FULTON
STREET; THENCE RUN EAST, PARALLEL WITH THE NORTH RIGHT-OF-WAY OF FULTON STREET,
348.00 FEET; THENCE RUN S.00o-02'-42"W., 12.15 FEET; THENCE RUN EAST, `PARALLEL
WITH THE NORTH RIGHT-OF-WAY OF FULTON STREET, 160.06 FEET; THENCE RUN
S.000-02'-42"W., 331.85 FEET TO THE NORTH RIGHT-OF-WAY OF FULTON STREET; THENCE
RUN EAST ALONG THE NORTH RIGHT-OF-WAY OF FULTON STREET; 399.50 FEET TO THE
POINT OF BEGINNING. AND ALSO THE WEST 11 FEET OF MYRTLE AVENUE FROM FULTON
STREET TO SEMINOLE BOULEVARD. SAID PARCEL CONTAINS 11.633 ACRES.
NOTl-
1. The s//rveyo/-has r/oz`' abstracz`ed III 45,nd5 show17 he/-e/i7
-1'or 1-/gh is of way a.'ad or ease177 -/ of record other
than/ as show.
2 . Bear/rays Sho wrr h e,,I are based ors the West �P/6r/ /�i�e
of M Y2TL E /I vLciUUE as /1/. 061 9' 0 7 " E
3. This Survey /s r`?of va/iri uri/ess embossed w�'th raised sea
4. As Per. ,pie/� �/�a sUreme�/�s the area o� fhe ,o�oP erry shouir�
here7r/ /s //. � 7 acres rri'oi-e or_ /ess .
5. Source o � Leya/ OescriP tior/ is survey 6y
A, C, Doud/7ey Da>1ed .Tar/. 7, 1974
P I
JU-N 151984
1 HEREBY AFFIRM THAT THE SURVEY REPRESENTED HEREON 15 TRUE AND CORRECT
TO THE BEST OF MY KNOWLEDGE AND BELIEF, AND THAT IT HAS BEEN PREPARED
IN ACCORDANCE WITH MINIMUM TECHNICAL STANDARDS AS SET FORTH BY THE FLORIDA
BOARD OF LAND SURVEYORS, PURSUANT TO SECTION 472.027 FLORIDA STATUTES.
P.L.S. NO. 27d�
WESLEY
� r
OVERALLDATE PROJECT NO.
BOUNDARY & TOPOGRAPHIC
SURVEY S/ �ESHEET NO. 2
OF jQ
Y
E
'
.
�
'
.LL
-
.
. `
-
. .
' .
'
-
'
'
�
-
`
- ' �
'
�
`
.`
�-
.
�
'
� `
^
0
`
NOT U N C U U U D E D _--"
'
,
U���~U�K����_=" |
"°~," ""°~�"~~°"~~~~~
|ly
|�
�
-
LA
*0
(rqn) '
N1
�T���y
rn
�I�
�� ��\75
(-rq p> |
/ |
�5sEz^ETA|L -514T
|
Ld
�
' ' ^
Q
�~
43 E.
| '
�
'
� tF
[]
�]
�]
00UE
^
If\R' W |(]
| |
w4tT
qL
All
�5OtATVA CAST (for.
|
rLIp� �
mm
| - ----- -~ELM
STREET
DESIGNED APMOVED FOR CONS7RUCT . ION: "IEW
DMAWN - 13R_� - BLOUNT SIKEs BoUCK & ROCKETT, INC. L A wKE v
I rw=rv=n CONSULTING CIVIL ENGINEERS'& -SURVEYORS "m RTm mENTS
A OPA M
JOAW R. �51 K c- 5 WINTER PARK, FLORIDA
REVISION BY APPILRW'D. [FPRIOJECT ENGINEER RE ROF. ENGINEER FLA. NO. SANFORD FLORIDA
-- ~~--------
ENTRANCE 8�U�~���N�
�~a�m m u��munu���~ DETAIL ��m��
LLL0
do
| '
. .
������N������
. ~ . ~ ~ �~ . .~~ BUILDING
LEGAL - '
'
A TRACT OF LAND LYING THE NORTHEAST 1/4 OF SECTION 25, TOWNSHIP 19 SOUTH, RANGE
30 EAST, 3EMINOLE COUNTY,FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
.-
BEGIN AT THE SO CORNER OF LOT 5, BLOCK IN, TIER G, E. R. 388FFONO^3 MAP
OF THE TOWN OF SKNFOQD, AS RECORDED IN PLAT BOOK l, PAGE 58, OF THE PUBLIC RECORDS
� OF SEMINOL£ COUNTY, FLORIDA; THENCE RUN 0.00"-02'-42"E. ALONG THE WESTERLY
RIGHT-OF-WAY OF MYRTLE AVENUE, 631.835 FEET TO AN INTERSECTION WITH THE SOUTHERLY
^ RIGHT-OF-WAY OF SEMINOLE BOULEVARD, SAID POINT BEING ON A CURVE CONCAVE SOUTHWESTERLY
AND HAVING A RADIUS OF I270.383 FEET AND & 'TANGENT BEARING AT SAID POINT OF
' N.640-14'-43"W.; THENCE RUN NORTHWESTERLY ALONG SAID CURVE AND SOUTHERLY
RIGHT-OF-WAY,4�I FE
4�D . ET THROUGH A CENTRAL ANGLE OF 200-46/-04« TO THE POINT
OF TANGENCY OF SAID CURVE; THENCE RUN N.85"40/-47oW., CONTINUING ALONG SAID
SOUTHERLY RIGHT-OF-WAY, 467.631 FEET TO THE EAST RlGHT-OF�WAY OF FRENCH AVENUE"
�
THENCE RUN 3,000-02^-42'^W. ALONG THE EAST RIGHT-OF-WAY OF FRENCH AVENUE, 449.872
FEET TO A POINT 344 FEET NORTH OF THE RIGHT-OF-WAY OF FULTON STREET; THENCE RUN
EAST, PARALLEL WITH THE NORTH RIGHT-OF-WAY OF FULTON STREET, 348.00 FEET; THENCE
RUN 3°0_n_"-g2^-42"W., 12.15 FEET; THENCE QD@ EAST, PARALLEL WITH THE NDR-'-
RIGHT-OF-WAY OF FULTON STREET" 160.06 FEET; THENCE RUN S.00^-02'-42"�., 331
FEET TO THE NORTH RIGHT-OF-WAY OF FULTON STREET; THENCE RUN EAST ALONG ' THE NO-''
^--
RIGHT-OF-WAY OF FULTON STREET, 399.5FEET TO THE '9QlNT OF BEGINNING,AND A
THE WEST ll FEET OF MYRTLE AVENUE FROM�ULT�N 5T�EET TO 5EMl�OLE ODUVARD, 3�-~
^ PARCEL CONTAINS I1.633ACRE3, ' -- ''^~
' - .
LESS AND EXCEPT THE FOLLOWING DESCRIBEDPROPERTY:'
' '
'
' BEGIN AT A POINT WHICH BEARS -.0-09^-07^E,, 74.00 FEET FROM THE SOUTHEAST CORNER
OF LOT 5, BLOCK IN, TIER 6, E. 0..TRAF. RC'S MAP OF THETOWN OF SA0FOKD AS RECORDED
IN PLAT BOOK 1, PAGE 58, OF THE PUBLIC RECORDS OF 3EMlNDLE COUNTY, 'FLORIDA; 'THENCE
RUN WEST, I88.00 FEET; THENCE R0N.N~UO"_�9'-O�"E., �78.7O FEET; THENCE E85� 45 ]2
, THENCE 0
FEET �8" 44' 3O"E l- `
- . - - ., �J .l2 .FEET; THENCE 0BN SOUTHEASTERLY ALONG SAID
CURVE AND SOUTHERLY RIGHT-OF-WAY OF 5EMINOLE BOULEVARD, 86.17 FEET THROUGH 8 CENTRAL.
ANGLE OF 030-11/-30x; THENCE S.00"-O9'-OT"W., 572.92 FEET TO THE POINT OF BEGINNING,
AND ALSO THE WEST.11 FEET *OF MYRTLE AVENUE
- FROM 74.00 FEET NORTH OF FULTO E
" ^I93ACRE3^
3O �E�lM8LE BOULEVARD, SAID PARCEL ' -�
'L CONTAINS �
,NET -ACREAGE BEING 9 44±A�RE3 m ~
^ ^
CENTER
r777777==7777 ___
,
CURVE
NO. OE R&OlU3 ARC TANGENT
^
Z]� 50" -lO
��
/�� I3�0-II'-I3" 05.97 155.65 ' I80.00
l /w
�^ 08"-O�. -OO 98.17 I50.90 95.00
A 26o-221-50« 98.17 45.20 -
B 6l"-441-IO° , 98.I7 I05.78 -
/i 27"-221-39u I25.66 00~04 30.60
�\ '
/�� 27"-22-39u 125.66 50.04 30~80
Z\
/��. 74"-55. -39" I04.39 136.52 80.00
�l .
/� 58"-37 -2J" 74.8I 76.54 42.00
DATE PROIJECT NO.
SITE LAYOUT PLAN SCALE
SHEET NO.
|
rLIp� �
mm
| - ----- -~ELM
STREET
DESIGNED APMOVED FOR CONS7RUCT . ION: "IEW
DMAWN - 13R_� - BLOUNT SIKEs BoUCK & ROCKETT, INC. L A wKE v
I rw=rv=n CONSULTING CIVIL ENGINEERS'& -SURVEYORS "m RTm mENTS
A OPA M
JOAW R. �51 K c- 5 WINTER PARK, FLORIDA
REVISION BY APPILRW'D. [FPRIOJECT ENGINEER RE ROF. ENGINEER FLA. NO. SANFORD FLORIDA
-- ~~--------
ENTRANCE 8�U�~���N�
�~a�m m u��munu���~ DETAIL ��m��
LLL0
do
| '
. .
������N������
. ~ . ~ ~ �~ . .~~ BUILDING
LEGAL - '
'
A TRACT OF LAND LYING THE NORTHEAST 1/4 OF SECTION 25, TOWNSHIP 19 SOUTH, RANGE
30 EAST, 3EMINOLE COUNTY,FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
.-
BEGIN AT THE SO CORNER OF LOT 5, BLOCK IN, TIER G, E. R. 388FFONO^3 MAP
OF THE TOWN OF SKNFOQD, AS RECORDED IN PLAT BOOK l, PAGE 58, OF THE PUBLIC RECORDS
� OF SEMINOL£ COUNTY, FLORIDA; THENCE RUN 0.00"-02'-42"E. ALONG THE WESTERLY
RIGHT-OF-WAY OF MYRTLE AVENUE, 631.835 FEET TO AN INTERSECTION WITH THE SOUTHERLY
^ RIGHT-OF-WAY OF SEMINOLE BOULEVARD, SAID POINT BEING ON A CURVE CONCAVE SOUTHWESTERLY
AND HAVING A RADIUS OF I270.383 FEET AND & 'TANGENT BEARING AT SAID POINT OF
' N.640-14'-43"W.; THENCE RUN NORTHWESTERLY ALONG SAID CURVE AND SOUTHERLY
RIGHT-OF-WAY,4�I FE
4�D . ET THROUGH A CENTRAL ANGLE OF 200-46/-04« TO THE POINT
OF TANGENCY OF SAID CURVE; THENCE RUN N.85"40/-47oW., CONTINUING ALONG SAID
SOUTHERLY RIGHT-OF-WAY, 467.631 FEET TO THE EAST RlGHT-OF�WAY OF FRENCH AVENUE"
�
THENCE RUN 3,000-02^-42'^W. ALONG THE EAST RIGHT-OF-WAY OF FRENCH AVENUE, 449.872
FEET TO A POINT 344 FEET NORTH OF THE RIGHT-OF-WAY OF FULTON STREET; THENCE RUN
EAST, PARALLEL WITH THE NORTH RIGHT-OF-WAY OF FULTON STREET, 348.00 FEET; THENCE
RUN 3°0_n_"-g2^-42"W., 12.15 FEET; THENCE QD@ EAST, PARALLEL WITH THE NDR-'-
RIGHT-OF-WAY OF FULTON STREET" 160.06 FEET; THENCE RUN S.00^-02'-42"�., 331
FEET TO THE NORTH RIGHT-OF-WAY OF FULTON STREET; THENCE RUN EAST ALONG ' THE NO-''
^--
RIGHT-OF-WAY OF FULTON STREET, 399.5FEET TO THE '9QlNT OF BEGINNING,AND A
THE WEST ll FEET OF MYRTLE AVENUE FROM�ULT�N 5T�EET TO 5EMl�OLE ODUVARD, 3�-~
^ PARCEL CONTAINS I1.633ACRE3, ' -- ''^~
' - .
LESS AND EXCEPT THE FOLLOWING DESCRIBEDPROPERTY:'
' '
'
' BEGIN AT A POINT WHICH BEARS -.0-09^-07^E,, 74.00 FEET FROM THE SOUTHEAST CORNER
OF LOT 5, BLOCK IN, TIER 6, E. 0..TRAF. RC'S MAP OF THETOWN OF SA0FOKD AS RECORDED
IN PLAT BOOK 1, PAGE 58, OF THE PUBLIC RECORDS OF 3EMlNDLE COUNTY, 'FLORIDA; 'THENCE
RUN WEST, I88.00 FEET; THENCE R0N.N~UO"_�9'-O�"E., �78.7O FEET; THENCE E85� 45 ]2
, THENCE 0
FEET �8" 44' 3O"E l- `
- . - - ., �J .l2 .FEET; THENCE 0BN SOUTHEASTERLY ALONG SAID
CURVE AND SOUTHERLY RIGHT-OF-WAY OF 5EMINOLE BOULEVARD, 86.17 FEET THROUGH 8 CENTRAL.
ANGLE OF 030-11/-30x; THENCE S.00"-O9'-OT"W., 572.92 FEET TO THE POINT OF BEGINNING,
AND ALSO THE WEST.11 FEET *OF MYRTLE AVENUE
- FROM 74.00 FEET NORTH OF FULTO E
" ^I93ACRE3^
3O �E�lM8LE BOULEVARD, SAID PARCEL ' -�
'L CONTAINS �
,NET -ACREAGE BEING 9 44±A�RE3 m ~
^ ^
CENTER
r777777==7777 ___
,
CURVE
NO. OE R&OlU3 ARC TANGENT
^
Z]� 50" -lO
��
/�� I3�0-II'-I3" 05.97 155.65 ' I80.00
l /w
�^ 08"-O�. -OO 98.17 I50.90 95.00
A 26o-221-50« 98.17 45.20 -
B 6l"-441-IO° , 98.I7 I05.78 -
/i 27"-221-39u I25.66 00~04 30.60
�\ '
/�� 27"-22-39u 125.66 50.04 30~80
Z\
/��. 74"-55. -39" I04.39 136.52 80.00
�l .
/� 58"-37 -2J" 74.8I 76.54 42.00
DATE PROIJECT NO.
SITE LAYOUT PLAN SCALE
SHEET NO.
-
-
,.. .. :, ,y.,. .,�•...: .. - . „a,,. a:...>Ytt�' zti+�5 'r.-i- ,y,U.... - ...,-. :.-n• ..., ;.. •� c ,..�:'c.�+x �a _- � ., ,xm. mx_tTM.:s«vim fi�nwiFs.��'�1�):t.r'zer,.a.�aaSa�'..�&4.>f�"J,Y.vL�tF�'xi`.Af
. ... '.. .. ••v: �.b uc � -ate °� � $;�a1�.G�taL+:S.aYdt&"a%Y S�'-'�xr4- Bt.Yaffi`.�Y'�"i `9.r�+a�H!,al'
... ...,;.. m „
.., ... ;x,. .. .... a, ,: �.• ,, .,�. .. .x,. �..
- .,..�.Sam.A..2i�I'u4.a'i�Ydi4�"vri+FYeiktl�.i#7.�
,�,:d"w�atL::,`..Y.":av:a$`w'�..;:.'y✓h"'fi."Y,."•#.3'".:#iEa�§'2S3ti"'.r.[�1ti"w'�';.+.a:�sII..xiS's3..>'r�".
.+.'n
ii�C.�sS".'�*sSiC�r�id,3CtC•..da,,,`s:«G.��3i�'�+"a'^.F,.a�a�Sii.:i�„';�;&:at�. �'tet!xra.,
r:y.x^•.. � .a.. �u�'}w
,. ... ,,. . _. .. .�. ... ,. ;i-'- ^'�• x:z;....au.:r�arr.,:.<L.,.t�_�:wk�,..l,,,.a-atv.c, ,.f.,»u.J�:i u.. a,i,.iH.»y. •a..�a.e.•�....,, a�....�..:„x.,..�.eym :: [.Y•�,. �,.s.a.,. .4.r .v,... ,s,...� v
,• .. s..,. ., v>o- .ch ,. c. �,. v+.. .ty:s x, :.5,., . ..� 1.tY.,.t.,�ir�X:+1s4:is:Yx'..•�.x..nv�.�:3Y1.n�•L:i.C4 �i,.suU.ua'x?:'�.4�1.a..Z„�,.Y.�'�@3•.,>Y.auc.�a t'C� �.., -.
:!�*.sY?.aiSdk.�..t,.u7.EiiSs��.t..' 1�!mC..,si�w.,,�•ryL�+i.,,....lSiCw�Y.txi.ic�i4 w.n,,.
I
r
■
� J
�x�sr. ✓cT. f3aX
6,eA7E= /0, 30 `
�
/.U//. (�V
/Ala psi = 2.88
3
I
■
a
�
%WO/
EXIST. NI.r4!
I
U.
EXISTING CONCRETE SEA WAL!
i 166W _
NOT INCLUDED
LAKE MONROE
A
lo\
III
10.10
COLIC. FLLIME�
SEE RETAIL 5HT.7
►2�
13 �
GROUT INTO EXIST. SEAWALL
PROPOSED INV. EL. = 3.28
E,Yi`5 r.
0
BVIE & REPLACE WITH 24" R.C.P.
c X/ST /S' " r2CP
`\'Sl'i�l. SEGUEK�
Ix/57:
v /Nv g //27 �VELM ll EX/57. INLET 6.247E TOP= /�•x/
///r/. = //. o /
Wel (E� = ff O 7 ,� g� r � 1C/S T, MAI TOP = /4 • .3G
/,(/1/ (S� = /O. 42 C c /Nl'. w) _ /O • /3 IIVV (E'). = /O. / 2
/0 . S'2
DESIGNED APPROVED FOR CONSTRUCTION:�(��/�
It I LAKE
F. L• = 3.25
EX/57: INLET
GeATE TOP= 6•6S
EX/ST, M16CFF
G,e%JTC TOP = 6.68
3.60
lw
do
EXIST. Z�" co c/l3
max/ sr. � //•
T0P
/Nv = .�.72
EX/sT MH
70/7 15, ¢s
/Nv. ('.v) = 6. ss
//Vl/ 6.513
/Nv. (W) = 7. 7 /
VIEW
NOTE
ALL INTERNAL STREETS TO BE CONSTRUCTED WITH 6" X 16" CONC. VERTICAL CURB UNLESS
OTHERWISE NOTED- SEE DETAIL SHEET 7.
ALL ELEV:SSHOWN ON PLANS ARE TO BE FINISH PAVEMENT ELEV.S.
L EG-r-Ala
E X /5 T /�/U SPoT EL E[i�JT/Ort/
,�- P.eOPOSED E'C El�<JT/a,v
/Z__,/ P,QOPOSED CO�c/TOUr2
P/Z0P05 ED S7.0.CM-5�KW6,C
S EX /STING STOreM s'EIUE,C
�.- ��. pizEcT/ory OF sroreM l�ArEz P "m l N ,
.2UN-OfF
PAVING GRADING JUNE,1984 84036
SCALE SHEET NO. 4
AND DRAINAGE PLAN 1"- 50' OF 10
t
J
4
' ,&,.! AcGth° ,m7s9tc'+C-.aL1�i'i.�..IFNfia2L+cYJr.'A+rZit,�&k�kiiir15J2.'YXS7u`L3NlQt'FaG.S.c..ir
.:"�a'^x�a.15.
m`3�3�'Wjbh4lS�'i"'+3€iUt3e6• -
- i3'�StSiiYi�S?i:..:.�.°.�'^.."b.'m'•�
.. _... •... .. .. ,..
.�`
... .. _,........ ,. , ,.. . .: �:: Ma, ,.�.,b.. us. ,..,• •.
xiu%`:it7FiftatE�'3 ?kSw4.Y$rF.+�+.-.-�.....- by._.-.�.P�3iiifiC.:?=Ci':d&AfiYa"
. . . •'
'. ` �:1.�l8LiYY�YrG9Ei9`�E6�M1/!a""LEn21yCi9;il�V1.w Ydk[SrCRG'a3�d�diXYSeF�'dAYn.LkP4^�.L.+77iLA.4i;�Sw'1.Cs:k.fas56i"si4::',it�lid&uS'LrARiYSiin:);tiii.:.y5,$$Ja""iir4:1R»:t�b�tm`it:.,esn„tds...e7..;�_'zu.'3siv�bZ:2a.YAtWtf3tk
wiLr«uA:
L
E
fL. = 0.66
EXIS�-�NG CONCRETE }/./.ate ho �•-." SEAWALL
LDo
9.1 -
MATCH EXIST. 139
UA'_ VA O/_
/
GRADE TD DRAIIN
6FT. HIGH SCREENING % _; A-T• ITER
WALL (T'/P. j -S��O END SECTION 8 {
c'p.'
i�ii >II7F� 7 S C`7i E!. =6. IUD 84 -I5" ;
R.70 9.45 q zO .. GRADE TO DRAIN 8� -
>�11C 9.45' 8" -
200' ^` PROVIDE 8--�_ / �_ STM4
20FT. LO G CONCRETE ENDWALLS t L.F. -6" UAIOgK DFtq�u %l1 L FU PCULL R RU�SED - TIP EL1CT C(!y (;(J
H GROut AND FILL �' EL.
NY. EL.=5.44� 1NY. EL. =5.37
® 2 G td U. 12Z SRFLON CONTRo Z4 R
ID• 2 v1 ®®®`_ 0 36'-15" R.C.P �i.Z 9 .� ^= EOk
TgIL HEEjRIJCrURE
I D 3O" �/� FL R E®I No am sm ®_ I ®O. I2 g+g0 TOPEE No
9 . \
Q l�j � 78'.
INY. EL
30 I lo.o '`J I
,, 00
.O 60 O
f q.3o L ♦ I v
°C C
- v
5 A 2 ^`O 4 A 1NY. EL. 4. 75 �1.10
EX/ST. ✓CT 8,111( EX/ST M1LET
G2ATE= /0,30 16S,1i,..g.C.P.Cd 0.149INLET N0. 3. ►
r ,: a r... +� r� Q"� / -i' '_ `1 �r�TQP EL. 8,6
/N!/ S = ., n12'r15+R.C.,P:,-FLAT' LL --► INY'. EL.-4 90
% Z 8 8 20
s
2Ofi'CkP @ s0s tc END' 18 NY. 'EL. =4.65
Imp .(E)=s00
cv) = S'6,3 �✓ TQR,
INLET NO. 6 g.lp 1� g $O INV EL 4 &ls 4 R.20 EL ` +� ` •'• '
TOP EL.=8.6 q 9D / g.10
• • ,' 30F T . LONG r NCRE T E11Dr
INV. EL. =4.87
i we
3
10.0
'®�; ' WMill
0
O�o�
rrn^ v 100
00 TO
N cif III n
9.70 � I
a--
9.3Q.
9.40.
' •e
•.. __... ...,.: ,. G.
q
80
�9.9� N .. 5 f65
g.50
_
L I '.; •,... Ki.IQ q.20 G ;;` �:0 70P .50
INV. EL. =5.51
q
GROUT INTO EXIS' SEAWALL
WI(FEL ;PN. 1.22
CXis r-
�0
FMF d REPLACE W1TH 24" R.L.P.
�X/Sr Is" .2CP
5 .�jM. SEurEK
'0TOP srR, - \`
ryPE �...
` rhV ILL • 6 5 -hOEX '23 0.
3 ,i
4
� 4
J
6FT. HIGH SCREENING HALL ;'YP
I�
INLET NO. 2
TOP EL.=9.0
INV. EL.=6.30
EL.-5.26 9.50
INLET:NO., 4 /
TOP EL.; 8.6 r- .
9.50
A.50
'1Ny. K. =5.90 s
10.10 A.lo q.2o
y
�.l _. 10.10 a. o R.70
®®.o ® rrr r�rirrr i■r�a-2777777
ri
4.60 a,Zo Ao
c• ,/ �- 6FT. HIGH SCREENING WALL (TYP. j i••- --t
cFXIS 7.- 11V��,ET 0
co NOT INCLI)®I=
10 L. I o 1 /
U.
1 I) o
( II
INLET N0 o
II F.D.D.? 'yP1 "Y" rYPICAL; /
TOP EI. :10.26
1 , / INV, EL. i 6('
F/6 L;
- Apr ` O j
I � �•: � Io
Ii
I
1
NOT INCLU®ED � \� •• i� I I / i �
/2, (00 I I o
3
10.10 I1. 6FT. HIGH SCE N1NG WALL (T'YP.l
COAJC. FLUME ---� L `• •:%: -: •:. �,.•, .. _ . •.... � -• . 11./0 4 .
SEE I)ETAIL SN7,7 _ 00 1 .10 \ 12.50 r 13_JO
12 12.1zo _ Z
It.o ro� �, Z.lo -':' I - 12.40 / �b 73.10 Jl
Z.gm
l.r
MEL
Z4 ^ COMB sT41G SA u
13 !g
77
CoE
`
MATCN EXIST.
EDGE
-
OF PAY".
6x PATE O P = /.a 40
!,tly. _ //.O/
FULTON STREET
R EXlSr MH
's
k p
J
TO Pr !¢. z 7
I t>J V
E L
i,
/A/o! (e) = //. O 7
/.V// (S) = /0- 42
STREET
= X/ST
Nv. //. D /
!� �w) = i.33
, /n/v <E) _ /a./ z
/5i 11/./6Fr-
4TE
3.85
LLJV
LLJ
ui
I '
EX157 Z4'• co,cfC
TOP = ,os�
vv = 7 2
//ST MN
70,4" _ /5 45
/Nv. (,v) = SS
"v..58
7n/v. (w) = 7. 7 /
2
69
STORM DRAINAGE CALCULATIONS:
CULVERT SIZING:
USE RATIONAL METHOD
Q=ACI
A=DRAINAGE AREA IN ACRES
C=RUNOFF COEFFICIENT(0.70)
I=RAINFALL INTENSITY
(4.6INCHES PER HOUR)
AREA NO. I
AREA NO. V
A=O. 90
A=:1. 62
C=0.70
C=0.70
I=4.6
I=4.6
Q=2.9C.F.S.
Q=5.2
5.2+2'.9=8.1C.F.S.
AREA NO. II
A=0.87
AREA NO. VI
C=0.70
A=1.55
I=4.6
C=0.70
n=2.8C.F.S.
I=4.6
2.8+2.9=5.7C.F.S.
Q=5.00.F.S.
AREA NO. III
AREA NO. VII
A=0.50
A=0.38
C=0.70
C=0.70
I=4.6
I=4.6
Q=1.6C.F.S.
Q=1.2
1,6+5.7=7.3C.F.S.
1.2+5.0=6.2C.F.S.
AREA NO. IV
AREA NO. VIII
A=0.90
A=0.20
C=0.70
C=0.70
I=4.6
I=4.6
Q=2.9C.F.S.
Q=0.6C.F.S.
L Z: 1� z-- /yq
E X /5 T ///C7 SPOT EL EIi;JT/O,t/
/ 7. 50
,o- P..�OPOSEQ EL Eli!! "T/O.1/
P/2-OP05 EO STO.eM
S EX / S 7'/�t/G STD E'M SE IUE.e
•
OF S%"OleM wATEL'
.26llv-0.1F
J UN 1.51%8_
DATE PROJECT NO.
STORM DRAINAGE CALCULATIONS IUNE719$4 84036
- SCALE �
(NOT FOR CONSTRUCTION PURPOSES) 1 "= 5 0 ' SHEET No. �q
OF 10
0
pf
EXISTING CONCRETE SE
A WALL-`
— S E M' N
OLE BOULEVARD--,. ,
9
r-.'Isr.- 8 " v.c.
T LAUREL AVE. �N�cs�z �,w ELM AVE.
/,(/!/. YW O,VL Y (W) = I/. Z 7
DESIGNED JFM APPROVED FOR CONSTRUCTION:
DR� AWN i F5 BLOUNT SIKESBOUCK& RoCKETT, INC.
WEB G%
JbWKI M, S1KES CONSULTING CIVIL ENGINEERS & SURVEYORS
CHIECKED' / $ 8¢ WINTER PARK, FLORIDA
NO. DATE REVISION BY APPR'D. PROJECT ENGINEER R L P OF. ENGINEER FLA. NO. Z153
v'
�uu .�
Im
z
W
Q
W
.j
I�
24`',2cp
CO.vIr3• slrc/e s,4N .
ss
EXIST. COMB.IW/
TOP = ID.SZ
11V1,1. = 3.70
EX/ST. COMig. M.//.
TOP
//vv. ��I) - • ss
>) = 7. 6-5-6
X/sT. Z4 "colwa
STM. & S,4N. 5EIV6-e
SDIX E FLOW DATA
ONE BEDROOM UNITS = 152 x 200 G.P.D. = 30400
TWO BEDROOM UNITS = 104 x 300 G.P.D. = 31200
CLUBHOUSE = 300 G.P.D. = 300
61900 G.P.D.
61900 = 42.99 G.P.M. x 2.5 = 107.5 G.P.M. (PEAK)
1440
S5
EX/ST/�/6 TSA�C//TARY •SEt!/E�
--- -- -- — — —
PROPOSED S AAll TAK Y '47,FA/EP-
4--- ♦-- 4-- 4-
FO,ecE MAix/
■
NoT5-'
W
ALL SANITARY GRAVITY SEWER MAIRG TO K
O
PV.C. (S•D.R.
35)
Q
CV
�(D
_
�
W
Q
I Z
I rl
�
EX/sT/x/G
I
r•
cc
-�
LL
a
P.2oPOSE p G '' avc F02CE /Y/4/1V
� F.. t..� . f...� j.�.. t""� �". �'� �• F� F... Fes.
�.
�yf'.__ �"_
t C111 Trlhl QT
I
I 1
PR
JUN 15198.4
DATE PfX)JECT NO.
JUNE,1984 84036
1�'.',o��Y SEWER ���'\�
SCALE C
SHEET NO. v
1 "� 5 0 ' of 10
IL
Q
A
-aa.T. 7YPE'C' I I f Sfat-I C. lU�r+
O/rC</ eorTGIM /!�' /.�, 1 A[UM, Sk/MMEe 5 10• la,'ELa_ O
/ uc Er NOTE: (SEE DETA/G BF[OW) 7.
A (." SEE A0.0. r. TYP6 C � � AMA/- TA'AfF/C CRA7F' � I I d I h Oi
/A/LEr'-/A/afy 732 B.6.Z _'
FOA• aFina-3 e Fin FL EL = i a EL-fo.3 25 Year, 5brm
OiME.uS/ous TDP EL.7.6 3 l0•(a /y_p'� F* 3 SUr e EL = 8.30
O'X3X /dpv/r rz,deAlr AG UM. P[Ar£EL= 70 W/•s//c'�oei[IEONo[ES 1
i
24
lW EL.=4AL� RCP 2'
_ MouaTiNG SrzaP I
5: A �-/' EL. �• O s d �Q t
BOTTOM Of
PLAiV 24cre /r/am AzZA Q ;` Y
'�`��`� /� 7vPOf Auilfr TYPICAL SECTIO� AT ALL GUNNITE
,.:r:,. /'•, �.:;. ac..o,00 COATIOG
�" fie"x z'-o"ALUMINUM .� • :a',: " //4"X4'EXPAA,. BUILDINGS ADJACENT TO
5A:/MMEe aL4pe- �� SECT/D/V A -A FAsreA/ Mcuvr/,vt A �; .4ve"A: A&r
N.W.&EY• STe4PIA/F/ECDW/ PROPOSED PONDS- dot owI
WASNE,e 4 NUT EL= t.ol/./
� '°: �' S6CG>QL" SA'/MMEK ,BL4GL�3
:Q • . ' Ta AWLIA/r/A/C ST e4P W/ I9 '
A1ovrivc srAr4v O!/EeF->!OGV STQUCTU,PE - SK/MMEK DETR/LS h/u. CALM.
uBOLTS !e FASTENERS
SK/MMFR DET'A!L vc5r+tcal
- �eurb
9` 2d 12
X I ^ Verticc
-1 s''' Gurb
Slanl 4, ♦lin9. ••• a•lail
I•I,1 I•lel EI•.•lin• a •own ''''• •' •' (/U
IFT' _... ._...._ ... _.... "
{ � T ( 4' ��c • /-ter' 1�s �
:,... 'r a� WIDE MIUIED N ..
I r STRIPE (TYP.)
e
HAtJDtCAP
1'a•L;� 4 I I„Type S-I Asph.-Cooc
aauln, 1. _ --
In•. Iola• ^� - __
l. � -- - Surface Covrs� .
Course L'
(�- C_%1 - -- {I 7• EI• - - -- l0" Slab i l t mac( Sub -grade
l 1 Ec.,lr.alie. laf.l �� --=- 1 •+ -_ ___ _{.. . /•' . )
_L}r,-�-,--f
PLAN x IC7 A5 o MaX. Dc�nslf� (TYP
SECTION BB SECTION AA TYPICAL• Pf-�VEMENT
Ig1G Cvl •nl la•/ Mra •"t •1 «., •I pr• «ha• ig1U III a•inlani.p Sl,d /u, .,. TYP ICAL PA,\) E-M E- NT
••uuu,. ,an le c4a• Nw IT• 1 For Pla., 24' 01a. Ana Unaar 1 t• . E I7• Cln.
v
Z- 5 BARS FOR
FUGG GENGTF/ OF MOTCLy eFreA1T/0N BOTTOM Al
A;CH FLUME
CUR8 /.1/ FCl/ME A30! TO Pf1V'T
E6 E!/A T/O /V
c� Ae.: �Q �
TO
KEEP TA
FINISH CR4DE (50D) /
`` {� �.d I •3 " IO A11ttIh1UIF POSSIBLE NO M NOT
EXCEED PIPE DIAMETER PLUS 2 FEET.
EARTH FILL WITH o'
EFFECTIVE GRA(,N SIZE k-
vZI•'�
0.20 TO 0.55 M.M. b jCCT/Q� �_A
? A UNIFORMITY CO- NCLf EXIST. PAVEMENTr
EFFICIENT OF 1.5 OR v _�
CONTINUOUS 6'LA/EII EXIST BASE COURSE
�I GREATER. +o f Yi i SeuJ�f V OF LIMEROCK_--"- EXIST. CO dP SUBBASE
a FILTER AGGREGATE TYP.)
a r I•U c'fer Main
/PER ED-O.T. STANDARD t MIN.I ASPHALT
SPECS FOR ROAD ( UNCISTURUEp.'711miD(TIP)/ 'BACK ILL BRIDGE COPlSTRUCTION Id
LAPPED SECTION N 901.3 �„ I I -0„ (vEPTicAL) _4 s" oi',ERDCK 100% COMPACM1
_ K Or N GG�2) „cues
t 1 N ALL DISTURBED AREAS
r !!� ' . p I 1 6' CONC 5_ B
c • t• ip" 1- � /• � •nr `r � �• ^ TO BE 95 % COMPACTION
Xi_�lII Gt (JMIN* G' 6 PERFORATED P.Y.C.
S� anI+P-ry- SeLur- A
WT?YEH .POLYPROPVIEAIE ° j s r - T UNOERCROUN) UTIL TIES NOrE ALL ED( SHALL BE SAW-
' lhDLIU
(POLY -FILTER A OR F(LAti1E�1T r /:.•. �• r��,i•� �"={�;..�.� ze'•"�°`,.•�� cur AN IunRED.
' !
' I
t I ?APPRDUEO EQUAL) oY)c EnC2S(z-rn(o1)t NAPPED Amism PIPE !'
y. F (Z000 ps 1 m i n .� :..:
lI t� �:• ;a' OPC N -CUT PAVEMENT DETAIL
4161-i �� CO►)C C E I E EIJCNSE M>v NT DETAIL 6"cuea -_ - _ .
WL .
NOTE: IF SIDES (IA 6DROM'QF TKEI3CH AVE SIAEPRED (vE,eTicAC)
CU2ING EiCAVATION THEY . 514ALL BE RAKED ` /
ERSC2AVED PRIDR TO INSTALLATIDu i7F C2�T� �LUM� /JE'T.4/L
CO/v
AGG YEGATE TO AID IWFILTKAr IDN.
MAINTAIN 2 FEET MIN. COVER OVER ALL Ut DRAINS)
TYPICAL UNDERDRAW DETAIL _
HTs
-�,r
---�--n -r-�- �.J rT-m'kl-r<-
TABLE OF CONSTRUCTION
DATA
AND ESTIMATED 9UANTITIE5
FOR
ROUND
PIPE
CULVERT eNDWALLS
QN ONE ENDWALL
EOI
CONSTRUCTION
DATA
C U. YDS. F CLASS I CON RETE
AREA
OF OPENING
DIMENSIONS
ONE PIPE
CULVERT
TWO PIPE THREE PIPE
CULVERT CULVERT
FOUR PIPE
CULVERT
D
D
SQUARE. FEET
1 PIPE I2PIPES 3PIPE5 4PIPE3
A
_C_
G
X
CONC.
C.M. C. 1.
CONC.C.M. C.1. 0 C. G.M.
1.94 1.99 1,98
ONC. G.M.C.I.
2.30 Z.37 2.3G
15'
15.
1.23
2AG 3.G9 4.92
I' -II"
V-2'
4'-0' 1'-10'
I'-2"
d-W
2'•7"
1.23
1.24 1.24
1.59 1.62 I,GI'
2.04 2.03 2,43 2.51 2.49
2.86 2.9G 2.94
1$"
I$"
1.17
3.54 5.31 -1.08
2'-2"
I'-3'
4'-�" t''ll"
I -3,
l'-O"
2' 10
1.56
1.59 1.58
1.99
21
21"
2.41
4.82 7.23 9.G4
2'-5"
1'-4"
5'-0" 2'-0"
t',4'
I'-6"
3'-2"
1,97
12.56
ir-
I'-,V
5'-G"
-0"
I'- '
2-0"
'-5"
2.24
9
2.28
2.82
2. 11
2.89 9 2
3.48
3.91
d.14
4.09
4"
3.14
G.28
9.42
27"
27
3.98
7.9G
11.134
14.73
15.92
19•G4
2'-11'
3'-2"
1'-5'
I'-G"
G'-0'
G'-G"
2'- 1"
2'-2"
1'-5"
I'-G"
2'-G'
3' 0"
3'-10_
4'-3'
2.13
3.2G
3.34
3.32
4.I3
a.2a 4.9t3 5.20
5.14
5.84
G.13
6.05
30"
30'
4.91
9.82
_428.
Use this point
locate endwol
a
FRONT ELEVATION -.I
SIDE ELEVATION
Typical for all endwalls
Lon this Index.
NOTE:
THE OVERALL LENGTH; -OF SOME ENDWALLS, ARE GREATER_ THAN .
PLAN THOSE SHOWN ONCHART. SEE SHEET NO. 4 FOR EXACT DIMENSIONS.
SINGLE PIPE
CONCRETE ENDWALLS FOR ROUND PIPE CULVERTS
BLOUNT SIKES BoucK & ROCKETT, INC. LAKE VIEW
CONSULTING CIVIL ENGINEERS & SURVEYORS APARTMENT
WINTER PARK, FLORIDA
PROPOSED CURE AND
CUTTER CONSTRUCTION
A �� °
'
4ol
'
N
A B C VALLEY I
PLAN
4)
�.
0
SECTION A -A
SECTION B-B
h
'f
SECTION C-C
VALLEY GUTTER
I/2" EXR
R
S I CONSTRUCTION DETAILS
1
,
t:o
' Q
20' PA2KI►w
i S�gGE
-N "a•'' a; X I(vVERTICAL.
• , CU 7- B
SECT. @ MALL �PARISCIOJG
u
JUN 5
VEET(CAL CURS
DATE PROJECT NO.
JUNE,1984 84036
SCALE SHEET NO- 7
N.T.S. OF 10
THRUST _BLOCK., SIZIES
PIPE,
iA.(INS1
90°
9EN0
46°'.
BEND :
22.V2°
QEND
1►i/.4°
SEND.
WXES
TEES
TRENCH,
MAX..:
WIDTH
tldtH.
COVER
BEARLf48.
; ? .
EA, S0.F
2 7
S7iF
0.6 .sF
0.3 S.IF,
16'1N°'
30 M
3- 7,
0 S.F
.
LO S.F.
1.0 S.lF'
18 IN"
30 IN
4 .
1.
7S.F1.0
1.0
IsAm
30 IN
6
2.6&F
.
1..0-S.F.I>�S
.'
21 IN
30!N8
'1.6 S 1�
IA Sf.
3.3 SlE
14 IN.,
30 N
.
S .
369 S,f..
Z.
1.0 ,
IN.
F
l S
IN.'
IN.
1'
16.53.E
K?.DS.E
2.aSF.
13.4S.IE
31 IN.
361N
18 •'
73hSF
12.7SF.
6 aF..
3.3 S.F.
16.6If.
32 1N.
361N.
20 - .
P-&GS.F
3$ S.F.
ILOSF
4,1 S.E
ZOASF,
33 IN.
35IN.
24
7
D.9
8 _F,
3is.1k •
361
S..PRESSURESP
. B_
�.' 2'- 0
8"MIN CONC.
SL AS ( 2500 .P.S.1)
W/ * 6 BARS MAT.
6 `O. C. E .W.
USE APPROVED BACKFILL
PLACED IN 6" LAYERS 12�
COMPACT TO 95% MAX
DENSITY PERAASHO T-180
J
SURFACE JOINT
EXIST ASPHALTIC CONC. SUPjWeE
1'-6" EXIST BASE(T)
I V2" MIN CONC.
OR MAT XIST-USE
TYPE
IN. CONC. SLAB
(2500 PS.I.)
USE APPROVE BACKFILL
PLACED IN 8 LAYERS
PACTED TO 98% MAX.
D TY-PER AASHO T-180
FILL AND ROADWAY PAVEMENT DETAIL
(FOR EXISTING AND PROPOSED WORK)
�qSINGLE SERVICE
I" DOUBLE' SERV I CF
3/4" COPPER OR
POLYBLJTYLEN E-
MAIN A.WW A..C902•-78
M LLER 15000 GRP.
f,
OP OR EQUAL
r PLAN
METERAOX (BY OTHERS)
/ES
(BY OTHERS)
3/LE, C B STOP
'F21-13 R,
J1965 W, 0 QUAL
sr
<.:F,LLER TAPPING SADDLE R EQUAL
-Ff1V. GR.
TYPICAL D MESTIC WATER SERVICE
VARIES
iSTEAMER NOZZLE
ITO FACE STREET
r FIN. GR.
QI EXTENSION
TYPE VALVE
R/W
5`-0"
L f
f
BOX a LID
TEE OFF CONCRETE
MAIN
-. C01VC. THRu5T
CONCRETE ' : '; >~•r,: BLOCK
5/8 TIE RODS (BOTH SIDES)
GATE VALVE
F RE HYDRANT DETAIL
NU SLALt
METER BOX
3/4"
6OUBLE SERVICE
NO SCALE
HE ETING
9" w
IAX 9"
MAX.
7
a
m
J
Q
Z
SYM.ABOUT �_
111/2 JW2 EXCEPT AS NOTED
w
SHAPE TRENCH BOTTOM
USING HAND TOOLS
HALF -SECTION HALF- SECTION
SHEETED TRENCH UNSHEETED TRENCH P T
TYPICAL TRENCH DETAIL JUN 15 1994
DATE PROJECT No.
LS
Vlrvw JUNE,1984 84036
-- T
Am'm'o'kARw""' 8"'ETAI- SCALE 3r+EET
T: S.
AP YTE N o�
SANFORD FLORIDA
WATER DISTRIBUTION 10
MAXIMUM
PIPE SIZE
ANGLE
Q
MINIMUM I
M H DIA
8
— 15"
4 0°
TO
90° 1
4' - 0 i
18"
— 24 .
00
TO
-600
4 -0•.
18��
— 24
60°
TO
90°
6 C
ABOVE
4"
0°
TO
90°
SCHEDULE FOR DROP MANHOLES
SEWER
S,ZE
TEE BRANCH
RISER SIZE
DIM'A
MINIMUM
8
&
2Q
'0'
8
12
10
22
15
12
25
18
15
29
21
18
4
24,.
18
48'
T WITH CURB
VARIES
STREET WITHOUT CURB ' j I TOP OF PAVEMENT AVG GROUND SURFACE
� ( --� -7
30 I I + CURB a GUTTER 7 `
r 6' PVC 300 BEND
I SHORT RADIUS
MAIN SEWER
j i—CURB i
i
',--TREATED WOOD
MARKER STAKE
\I fI M30-
WIDTH OF r
_ /� I MAX 450 45
_ TRENCH �J
'
STOPPER (TYP) ! � � � PVC PIPE POLY STOPPER ..vi � .
i 1 6" HOUSE LATERAL SEWER
i
(DOUBLE SERVICE) PVC 300 BENC
I MIN SLOPE 1/8" PER FT —, v � SHOR I RADIUS �
6'x4"x4" WYE i
I USE GREATER SLOPE
i 'WHERE POSSIBLE
L— PVC ~\' I PLAN I PROFILE
(SINGLE SERVICE) icy f
TYPICAL SERVICE
LP VALVE
?-5004 SERIES
E MAIN
;HOWN
TYPICAL FORCE MAIN DISCHARGE IN MHOS
STANDARD OR SHALLOW
MANHOLE -
}-- 6" MAX
' I V. EL. AS SHOWN
! / ON DRAWING
WATER -TIGHT
PLUG
SEWER STUB
HALFXPE FLOW
CHANN --�
CONCRETE OR ..
MOT AR CHANNEL
x
PV.C. PIPE ONNECTION TO SANITARY NHOLE
r-GROU
ESTOS-CEMENT
ANHOLE ADAPTER
4�
MA
NOTES
I. CONTRACTORS SHALL REFERENCE AND RESTORE PROPERTY CORNERS
AND LAND MARKERS WHICH MAY BE DISTURBED BY CONSTRUCTION.
2 USE T.B.M.' s AS NOTED ON APPLICABLE DRAWING FOR ELEVATION CONTROL
3. THE CONTRACTOR WILL BE REQUIRED TO EXERCISE CAUTION IN EASEMENTS
TO PREVENT DAMAGE TO PRIVATE PROPERTY, INCLUDING SHRUBBERY, SLABS,
HUTS, SOD, ETC., AND TO RELOCATE ITEMS WHERE FEASIBLE AND REPAIR
DAMAGED PROPERTY AS REQUIRED.
4 ANY DAMAGE TO UNDERGROUND UTILITIES AND STRUCTURES SHALL BE
REPAIRED AT THE CONTRACTORS EXPENSE.
5 ALL ELEVATIONS SHOWN ARE IN FEET.
6. ALL PIPE LENGTHS SHOWN ON PLAN AND PROFILES ARE FROM CENTER TO
CENTER OF MANHOLES
7. WHERE THE DEPTH TO MANHOLE INVERT EXCEEDS 12 FEET, THE WALL
THICKNESS OF BRICK MHs SHALL BE INCREASED TO 12 INCHES AT A DEPTH
10 FEET BELOW GRADE.
8 STORM MANHOLES SHALL BE SAME AS SHOWN EXCEPT CEMENT PLASTER SHALL
BE OMITTED FROM INSIDE WALL.
9. ALL MANHOLE TOPS SHALL BE SET FLUSH IN PAVED AREAS, AND 2 INCHES
ABOVE GRADE IN UNPAVED AREAS, UNLESS OTHERWISE DIRECTED.
t0 MH CHANNEL SHALL BE CONSTRUCTED OF GROUT, OR BRICK RUBBLE AND A
GROUT COVER HAVING A 3 INCH MINIMUM THICKNESS OVER RUBBLE.
11. ALL CHANGES IN DIRECTION AT MANHOLES SHALL BE MADE BY MEANS OF
CURVED CHANNELS HAVING MAXIMUM PRACTICABLE RADII.
12 CHANNEL WIDTHS AND INVERT RADII SHALL VARY UNIFORMLY FROM END TO
END OF CHANNELS.
13 WHERE 6 - 0 1 D MANHOLE IS INSUFFICIENT IN DEPTH TO CONSTRUCT MANHOLE
WITH ECCENTRIC ACCESS A STANDARD CORBEL SHALL BE USED WITH A
MAXIMUM SLOPE OF 1 2.67.
i4 SHEETING REMOVAL AS DIRECTED BY ENGINEER ENGINEER MAY DIRECT
SHEETING TO REMAIN IN PLACE
15. BEDDING MATERIAL SHALL BE THOROUGHLY TAMPED AND LEVELED ACROSS TO
UNDISTURBED TRENCH BANKS. USE WHERE DIRECTED
PLACE IN 8 - INCH MAXIMUM LAYERS
16 PROCO EPDXI -MASTIC HEAVY ON INSIDE - PROCO STANDARD THICK ASPHALT
COATING ON OUTSIDE OF SANITARY MANHOLES
PRINTED
SIN 15 1984
- — DESIGNED APPROVED FOR ; '� A
E
VIEW
._ __..
� DATE PROJECT No.
BLOUNTSIxEB gOU.KB RoCKETT, INC. II \ / BL-ouNT
SIKEs
BOUCK
Q ROCKETT,
JUNE,1984 84036
DRAWN C�`'-� VI INC.,yv STANDARD DETAILS
CHECKED L� CONSULTANTS • CIVIL ENGINEERS • SURVEYORS APARTm T� SCALE
p-�,,1 SHEET
JnHN M. SIKES
SANITARY SEWER .9
�.-- .. - WINTER PARK, FLORIDA �+ /� c /�
N q, L?ATI~ REVISION 8.Y A PPR�D PROJECT ENGINEER RE . ROF, ENGINEER FLA.No. 21534 DATE S A N F O R D. FL
O R I D A N.T.S. OF 10
F
N0.< DATE REVISION