1101 Lake Jennie Dr - 97-001749 (LAKE JENNIE APTS) (BLDG 1) (A)ZONE
D, PAW
CONTRACTOR p I
ADDRESS
pol
`" SUBDIVISION:A.- / I b �s"
DATE /
ADDRESS
6i7-QY53PLUMBINC CONTRACTOR
f ADDRESS
PHONE #
�-� ELECTRICAL CONTRACTOR � ��� �✓�
(� ADDRESS
PHONE #
MECHANICAL CONTRACTOR c_;l
ADDRESS
PHONE #
MISCELLANEOUS CONTRACTOR
ADDRESS
SEPTIC TANK PERMIT NO.
SOIL TEST REQUIREMENTS
FINISHED FLOOR
ELEVATION REQUIREMENTS (__)
ARCHITECTURAL APPROVAL DATE:
PERMIT # 7r l
F
FEE $
STATE NO.
FEE $
FEE $ � 0
FEE $8tr< ('�)
SECTION:
SQUARE FEET. 1J, •� ' .
MODEL:
OCCUPANCY CLASS: Res
INSPECTIONS
TYPE DATE OK REJECT BY
11
CERTIFICATE OF OCCUPANCY
ISSUED #
FINAL DATE
DATE:
Z zz
FINAL
I. COVER SHEET
2. SYMBOLS & ABBREVIATIONS SHEET I
3. SITE LAYOUT PLAN
4. UNDERGROUND UTILITIES PLAN
5. PAVING AND DRAINAGE PLAN
8-7. CITY OF SANFORD STANDARD
WATER DETAILS
8. CITY OF SANFORD STANDARD
SANITARY SEWER DETAILS
9-10. PAVING AND DRAINAGE DETAILS
INDEX
G I.N E E R I.ANNI. G
CITY OF SANFORD., :FLORIDA
HOLLIS ENGINEERING INC.
CIVIL ENGINEERS
LAND SURVEYORS
605 E. Robinson St., Suite 450 Orlando, Florida 32801 (407) 422-1118
Lake Monroe
SITE
ELLERY
P
A N E E3 R Dl GENEVA
SANFORD
MUNICIPAL
z
AIRPORT
d
VICINITY M A P
N.T.S.
ENGINEERING
INCORPORATED
CIVIL ENGINEERS
LAND SURVEYORS
605 E. ROBINSON STREET,
SUITE 450
ORLANDO, FL. 32801--2037
(407)422-1118
(407)841--9149 FAX
DATE SEP. 23, 1996
PROJECT
LAKE JENNIE APARTMENTS
PHASE 2
CLIENT
H.A.N.D.S. OF CENTRAL FLORIDA
2211 E. HILLCREST ST.
ORLANDO, FLORIDA 32803
SHEET 1 OF 10 j
LKJCOV
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x / FHA LOT TYPE
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` G. , DWG DRAWING MGD MILLION GALLONS PER DAY TOS TOE OF SLOPE
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95
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EA EACH,, Misc MISCELLANEOUS PVC IPE LIGHT POLE
i �.:.- t` :.` EC EDGE OF CONCRETE .MJ MECHANICAL JOINT - �I':Y CURB INLET `�..', FDOT TYPE 3 IN 11 2 B_ND
LET r) 1 F
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EXTEND/EXTENSION OD OUTSIDE DIAMETER WSWT WET SEASON WATER TABLE - •�• -•
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O DEI TA r, INTERSTATE ROADS BL WOFF
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VENTER ;
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CABLE 'TELEVISION, SP
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SA PL POINT NOTES
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BUR E .
fr ,4 p
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MISCELLANEOUS SIGN ON APPLICABLE DRAWING SHEETS,
�i` . CONDUIT BURIED CONNECTION
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2. EXISTING CONSTRUCTION FEATURES MAY BE SCREENED •
,, ;rF , UNDERGROUND
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. �.�«., ON DRAWING SHEE P E' CLAR TY. :
, .� LEPHONE CABLE ,
> � SECTION CORNER TE
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- EDGE OF PAVEMENT'.
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LINE
DIRECTION
DISTANCE
L1
N90'00 00 E
93.98
L2
SOo'0000"E
20.00'
L3
N90'00 00 E
11.55
L4
500,00,00,W
44.00
L5
S90'00'00 E
83.33'
L6
S00'00 00 E
26.55
L7
S00'00 00 W •.
12.33
L8
S00'00 00 E
36.33
L9
S00'00 00"E
12.33'
L10
So0'00 00 W
57.00
L11
N00'00'00 E
1.2. 33
Lit
S00'00 00 E
36.33'
L13
N00'00 00 E
12.33
L14
S00'00 00 E
4.45
L15
N90'00 0O E.
15.00
L16
N90'00 00 E
71.27
L17
590'00 00 W
71,93
L18
N90'00 00 W
15.00
L19
N00'00 00 W
33.17
L20
SOW00 00 E
12.33'
L21
N00'00 00 W
27.00
L22
N00'00 00 E
12.33
L23
SOO'00'00 E
49.00'
L24
No0'00 00 E
12.33
L25
S00'00 00 E
27.00
L26
NOO.00 00"E
12.33
L27
S00'00
4.50
L28
N90'00'
.67
L29
'300'00'00"E
21.00
L30
S00'02 00 W
17.84
L31
N90'00 00 E
11.66
L32
N00'02 00 E
21.00
L33
N90'00'00'E '
93.40
CURVE
RADIUS
LENGTH
TANGENT I
' REMOVE EXISTING C5 I C5
01 WET
I BEARING I
DELTA
C1
LiJ ,
GENERAL NOTES:
LF'Y�GUTTER
34.98'
49.49'
SW01'08"W
4 FT. HOG -WIRE FENCE O
C2
5.00
7,48
ry
85
347'07 43' W
85'44 34
C3
U)1 DETENTION POND
28.38
15.94
26.88
< C"
_
1. PRIOR TO COMMENCEMENT, CONTRACTOR SHALL PROVIDE HOLLIScyj V)
GRADE TO MATCH
EAS11NG PAVEMENT
C4
35.00
54.98'
( AREA = 0.245 noes
49.50'
S45'00'00"W
90'00 00
ENGINEERING, INC., WITH CONSTRUCTION SCHEDULE FOR VARIOUS SITE
30.00'
47.12
30.00
42.43
M
S89'S750 E1Q
90700 00" "
C6
55.00
T WORK ELEMENTS SO THAT PERIODIC SITE VISITS MAY BE COORDINATED 0
37.14
61.56
S55'58 02 E
68,03,57"
_ N 0
jam. - - - - -- - ._
5.00
6.07
3.47
TO INSURE TIMELY CERTIFICATION OF CONSTRUCTION TO AGENCIES AND Z_-
S55'12'57"E
69'34 05
C8
5.00
=IVUFFER I w N a
Ar
p6, TjM
2.68
4.72
N28'09 29 W
TO AVOID DELAYS IN ISSUANCE OF CERTIFICATES OF OCCUPANCY,
V
C9
35.00
55.10
35.12'
11
'�
�• a cs
545'0402 E
90 12 03
1
04
2. CONTRACTOR SHALL MAINTAIN A SET OF PLANS ACCURATELY MARKED -UP W (�
I
200' q�
X4 ' F 0 516 I I 12' WIDE x 10 'DEEP
0. 20.o DRIVE T9.33 �, 0'
WITH AS -BUILT INFORMATION ON RIM AND INVERT ELEVATIONS. Z J '
I
yg 1 y6 I
W/ SCREEN WALL 1 9
;L �',, .
Setback From CL of Santa Barbra Ave, '
50'
CONDITIONS PRIOR TO CONSTRUCTION.
SEE DETAIL 917
1- TRAS SHEET 9 OF 10
3. REGULATORY SIGNS SHALL BE IN PLACE PRIOR TO FINAL INSPECTION
c4 5.0' L16 =25.0 1Z I ENCLOS E
OF PAVING AND DRAINAGE IMPROVEMENTS. W Lll
C3 w
-350
1
>-
�
C2
from CL of Hartwell Ave,
Max. F, A. R
50'lu
607.
4. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL EXISTING
Q ,
I� p, 7 Lia 5
L14 L15
SURVEY MONUMENTATION_ DISTURBED MONUMENTATION SHALL BE
®
I�
'' `�°T''E P"'"T S'""
Ca
SITE ®MITA RESTORED BY A FLORIDA LICENSED LAND SURVEYOR SELECTED BY THE
O
- - - - - - _ _ - - - - - -
-
Al,
: '
OWNER AT CONTRACTOR'S EXPENSE. �
F Q
U
L1
Ll L I
L19 1
807
7. CHAPTER 17-153 OF THE FLORIDA STATUTES REQUIRES THAT AN
EXCAVATOR NOTIFY ALL GAS UTILITIES
,
E STING LOT UNE Z�nln 5. CONTRACTOR IS RESPONSIBLE FOR GRADING ALL ROADWAYS TO DRAIN
9
O
•
POSITIVELY. INTERSECTIONS SHALL BE TRANSITIONED TO PROVIDE
m I I 1
MR -3 SMOOTH DRIVING SURFACE WHILE MAINTAINING POSITIVE DRAINAGE.
1 0 32 I I 20 I
SHOULD AREAS OF POOR DRAINAGE RESULT FROM THE ADJUSTMENTS
Land Use DESCRIBED THE' CONTRACTOR SHALL NOTIFY THE SITE SUPERINTENDENT AM901
CURVE
RADIUS
LENGTH
TANGENT I
CHORD
I BEARING I
DELTA
C1
35.00
54.96'
34.98'
49.49'
SW01'08"W
89'58'17"
C2
5.00
7,48
4,64
6.80
347'07 43' W
85'44 34
C3
25.00
28.38
15.94
26.88
N57'28 26 W
65'03 08
C4
35.00
54.98'
35.00'
49.50'
S45'00'00"W
90'00 00
C5
30.00'
47.12
30.00
42.43
N45'00'00 W
90700 00" "
C6
55.00
65.34
37.14
61.56
S55'58 02 E
68,03,57"
C7
5.00
6.07
3.47
5.70
S55'12'57"E
69'34 05
C8
5.00
4.91
2.68
4.72
N28'09 29 W
56'18 57
C9
35.00
55.10
35.12'
49.58'
545'0402 E
90 12 03
L12 T I ( 2 I MULTIFAMILY RESIDENTIAL PRIOR TO PLACING BASE SO THAT RECOMMENDATIONS FOR CORRECTION
N I I MAY BE MADE.
1-
cl�T � I Setback Requirements
O I I MJ 1 F t B !(dl
_*WCwa
0.001 �-
L21
�'
I
n mum ron u ng Setback
Mlnlmum Sl de Building Setback
Minimum Rear Building Setback
30.0 / 50.0 ON ARTERIALS
20.0'
6. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY
O
L'-`
-
_ -
- -
L
1
-
--
-
z
psi
35 0'
DISCREPANCIES FOUND BETWEEN THES P N A
E LAS ND THE FIELD
1
I
I
I
Setback From CL of Santa Barbra Ave, '
50'
CONDITIONS PRIOR TO CONSTRUCTION.
>-
>�Setback
I
from CL of Hartwell Ave,
Max. F, A. R
50'lu
607.
Q ,
'' `�°T''E P"'"T S'""
'
O
: '
U
Max Impervious Surface
807
7. CHAPTER 17-153 OF THE FLORIDA STATUTES REQUIRES THAT AN
EXCAVATOR NOTIFY ALL GAS UTILITIES
,
•
O
Max. Bullding Height
35'
A MINIMUM OF TWO WORKING
� 1
I
�,
DAYS PRIOR TO EXCAVATING. DRAWINGS SHOW ONI Y TNF APPROY[MATF
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HYDRANT
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Q P RAT N 1�
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I . ,: NUT , :r ; .
,, . :, ,
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. � OF
AS. REQ D. .
, ,, BACK , OF;
,• .
..BACK �'
I
W. OR BACK
�,., ,, ,_ CURB � � � R.O. CURB R.O.W. ,OR BACK-
. , , P.
: ,; ,
,,
- COPPER SDE ALK
,,: 1 1 2 P ,; ;' OF I W
. , ; � ,- / 0 SIDEWALK 1 SINGLE
;:'
F ;,r: EDGE OF
. EDGE OF i SERVICE LINE
;: EII
.,;: SERVIC LINE
I
,.. PAVEMENT .
PAVEMENT
. 1 -_
, r .
,', : HOSE NOZZLE „
;,.. PUMPER NOZZLE -
r - _ SERVICE
' E
-. sa o�
FACING STREET , ` SERVIC r""��
;`' --� BO
•
BOX
24 S UARE',,AND �.
Q
x , -.
EI I
'I//./ . / .1j -
6 THICK RN { i' i<E
FORCED ;CONCRETE
,,,rNN;N-I- L�__I
1 - ,1I - �/,_�
_1
X I.
S EAR PAD', SEE Q
II
I.
VALVE 'PAD i`
H SEE FIGURE 107) �� : � v
2
N LE UT ❑
> 1 MT I C T❑ UT
NOTE 8 ARANCE
, . » .
2 4 . AT 9 N „
1 BRASS .
_ I
>: 1-1 2" BRASS �.-
O.C. ALL 1.. z. __ l CORPORATION STOP 1' ,/\I .
,. AROUND v-
CORPORATION STOP V �/ `�
s .
,•r , II
COMPACTED
6 M J HYDRANT
BACKFILL_: ANCHORING TEE PLAN PLAN ,
cn
�,I.
Q R.O.W. OR R.O.W. OR
1 SEE ,NOTE '3 > BACK OF
„ EDGE OF METER VIEWING EDGE OF METER VIEWING BACK OF
12 MIN PAVEMENT ACCESS SIDEWALK I PAVEMENT ACCESS SIDEWALK - I SANITARY SEWER LINE
y ,\�
�\i\ METER BOX LID BACK OF
,/ o / BACK OF METER BOX
LID
ao
�\\A �s�c r \ CURB 4" TO 6" METER LID CURB 4" TO 6" METER LID WATER/SEWER CROSSING DETAIL
/ ,?. U pv U 0
\ 'c�.�C��//
0 0 o p o - o o c l /�/%%.//i�/ri\/, %y%1�/ %i`\////� \ \ �, ��r r>.r� ; / ��/i./i\//�\/.\/i��% /� / r> 1r>.
/\ \ \\j \ /�\\�'/ /\\A/\ I I-/, 16 TO 24" I = INSTALL P.V.C. PLUG
6 BEDDING 'ROCK ��'�/�\/r�/� �\/ice/��/�\/,r 16 TO 24 �=� I INSTALL.. P.V.C. PLUG �� I� I L ER IS SET TOP OF VALVE BOX --�_
6 PIPE r �* UNTIL METER : UNTI MET CONCRETE COLLAR
' INSTALLED TO FINISHED GRADE ' -__.A IN UNPAVED REAS
t - IS INSTALLED -
. MECHANICAL JOINT RESILIENT SEAT GATE (SEE DETAILS) ,
WITH RESTRAINERS VALVE AND `BOX DUAL CHECK BACKFLOW FINISHED GRADE \ _�
(TYP.) (SEE FIGURE 400) 1-1 /2 BRASS 3�4 OR • ( PPLIED WITH METER) T .'< , %.`•;1/ I �
CORPORATION STOP 1 ' METER 1 " ,BRASS PREVENTER SU � \fin\
0 TION STOP -
CORP RA
NOTES: BRASS 3/4" OR 1" METER ? 1I t
U BRANCH i
1. FIRE HYDRANTS. 'SHALL BE SUPPLIED WITHOUT A WEEP HOLE, OR 45° MAX (DOUBLE SERVICE) 45° MAX ?� /
WITH A PERMANENTLY PLUGGED WEEP HOLE.
ADJ 5T B E CAST RO
PROFILE PROFILE SEE NOTE 2 -�__� VALVE BOX
2. THE DEVELOPER SHALL INSTALL THE SHEAR PAD RECESSED 6 -
INCHES BELOW THE FINISHED GRADE AND SOD THE RECESSED z
SECTION. NOTES: NOTES: BOX SHALL REST ON
RESILIENT SEAT BEDDING ROCK NOT
3. CLEARANCE BETWEEN BOTTOM OF BOLTS AND TOP OF SHEAR PAD 1 • SERVICE BOX FURNISHED BY CITY OF SANFORD 1. SERVICE BOX FURNISHED BY CITY OF SANFORD. M. J. GATE VALVE _ ON VALVE OR PIPE
`' , . AND SHALL BE
SHALL BE A 12 INCH MINIMUM. 2. METER SHALL BE INSTALLED BETWEEN SIDEWALK AND CURB AND IN NO CASE 2. METER SHALL BE INSTALLED BETWEEN SIDEWALK AND CURB AND IN NO CASE .
SHALL IT BE INSTALLED IN SIDEWALK OR OTHER PAVED AREAS. SHALL IT BE INSTALLED IN SIDEWALK OR OTHER PAVED AREAS, WATER O Poc CENTERED ON
4 FIRE .HYDRANTS SHALL' BE MUELLER A-423, AMERICAN DARLING
MAIN aoOo OPERATING NUT
8-84, KENNEDY K81 A .OR CLOW MEDALLION F-2545. 3. A DUAL CHECK BACKFLOW PREVENTER WILL BE FURNISHED WITH METER 3. A DUAL CHECK BACKFLOW PREVENTER WILL BE FURNISHED WITH METER NOTES.Oo O0 O�
BY CITY OF SANFORD ON ALL SINGLE FAMILY SERVICE BY CITY OF, SANFORD ON ALL SINGLE, FAMILY SERVICE CONNECTIONS. ��p°�po�n
x; CONNECTIONS. BACKFLOW PREVENTERS WILL NOT BE SUPPLIED BY THE BACKFLOW PREVENTERS WILL NOT BE SUPPLIED BY THE 1. PVC extensions shall � �OOo0000
5. FIRE HYDRANTS SHALL BE IDENTIFIED IN, -ACCORDANCE WITH CITY OF SANFORD ON COMMERCIAL SERVICE CONNECTIONS. CITY OF SANFORD ON COMMERCIAL SERVICE CONNECTIONS. not be used on valve - ° ° 9 -
.
SECTION 52.7:5 OF UTILITY MANUAL: BACKFLOW PREVENTER REQUIREMENTS WILL .VARY FOR COMMERCIAL CONNECTIONS. BACKFLOW PREVENTER REQUIREMENTS WILL VARY FOR COMMERCIAL CONNECTIONS. 0 0 o Oo
box installation. o°�o°�o°001
7 O O U O O U O o O C
4. IRRIGATION METERS REQUIRE AN APPROVED BACKFLOW PREVENTER. 4: IRRIGATION METERS REQUIRE AN APPROVED BACKFLOW PREVENTER, �o�C���o U� a�O�Oo o Oo �U�C �Oo00�
THE FIRE HYDRANT SHALL BE PAINTED LIME -YELLOW 2. The actuating nut for �0 0 o0ogo0o0o 0 0 0 0 0 0 0 0�
III
'-c� O�Oo�Og Oo Oo, O OOd'OOd'O�C
deeper valves shall be '� - -_ OCK
, ' ( ) 3A e up to R
3B extended to com
DUPONT 7744D OR EQUIVALENT FOR THE FINAL COAT.
_ TYPICAL POTABLE WATER DOUBLE TYPICAL POTABLE WATER SINGLE 4 foot depth below
EIRE NYDRANT :ASSEMBLY DETAIL' GATE VALVE AND BOX DETAIL
.
s> » �, » finished grade.
CITY OF SANFORD (F 2)
SERVICE CONNECTION FOR 3/4 & 1 METERS SERVICE C®NNECTIC�N®R 34 AND 1 METERS (FIc.400)
, DECEM9ER 1996
IG. 40
.
. .
I
,, . •
,I .
DOUBLE METER BOX
(18" 24" MI, TRENCH x
N.)
. -ij-ly/ LIMITS �l`/`/ ��
. �/� �: METALLIC LOCATING 'WIRE FINISHED GRADE:
4 BARS ALL AROUND FINISHED GRADE // y//I/ .. /
MIN. 2 CLEARANCE .W�:i; //` //.�� �i; y / » �''
M AROUND PIPE.) /�/1, T . 2 CAP S
6 MIN. (TYP.) �\_ y~ 1" MAX. 2 GATE VALVE �� y/
A/1`II
;% A /
;� `/. `
_ II
7- � "��. v�- - / =-�I:�-.--.�/ -,1 ,- //- ,�,,.I �;);�*-, I, , .
- ;-.--
>�,.�H � jI-'W-1-Vw1f . --_- 7� �4. 71
.
TIE RODS INCLUDING ?/ ;/ ryT.,* ..
NUTS AND WASHERS
;-_/.-. (I-_,-�r 4I_ -
,/ PVC WATER MAIN
2»
„ (SEE SCHEDULE BELOW) OR FORCE MAIN 90° BEN � - `
4 x 4 x 1/2 -,, �, / //.' y 00 0 0 , :.
II ,IT .
TI-�L�I II_./4'3f/:-- I .Y ,I 3
7-I � -.III
/. ' II I �-I .- �.�. ). ,I. ".;-I I I � .-: �I
. BEARING PLATE » ii://: �r� //�. /, , .. o o` 00 o 0 0 o O o O o c
_:_:_I�� 7 - _1�- , . ( .I�,,, ./��I /
//__-_/�
TYP. C (6 MIN.) MECHANICAL - 0, 0°0°O°O°O°O°o o° -
( ) JOINTS I o Oo Oo 00 00 00 00 00 00 00 0 00 00 00
METALLIC LOCATING WIRE ��0o0g0o0opo000o000 U0o0o0c
11
II
,q1 -I -1)I.1-1
1" MAX. 000 00000000000000 0000000 6
:. . . #4 BAR -- �0�� o&� 0 00 00 00 00 0 0 06 00 0
S
O000oo0000°0000�op000 O0o0o0c
T T. 2»
` ��: __:
UNDISTURBED
EARTH �l./ / / �� / T� /� %% ���� %ii/%/��r� ./////�/i/%i.�//::���/ ��/, „ . 900 BEND
RESTRAINED JO
INT
ENCASE TIE RODS
D 4'-01MIN.)SEE TRENCH DETAILS DUCTILE IRON
6 BEDDING ROCK
FOR PIPE BEDDING WATER MAIN
• IN 1--1 /2" PVC SLEEVE I 3" COVER -
I
• ^ , _ I -
: REQUIREMENTS
:II
•
, � , � " � - - , I . �
''.. , 1. I I . . .
. .1
NOTES:
DIMENSIONS
1, ADDITIONAL REINFORCEMENTS SHALL
SIZE
(INCHES)
BE AS SPECIFIED BY THE ENGINEER; :
. .
• �
2.' MINIMUM COMPRESSIVE STRENGTH'
.
FOR CONCRETE' SHALL. BE 2500 PSI.
F:1.
LNG, BACKFILL, AND COMPANION
3 BEDDING,
' ,.
SHA LL BE AS 'SPECIFIED ELSEWHERE
.
: •, .. . ;
, . -
•,
.,. IN THE STANDARD .DRAWINGS
. .., ., .
:;:
4. ALL FORM BOARDS SHALL BE REMOVED;
1.. .
. , ,
PRIOR TO BACKFILL. .
1, ; :1. ,, .
. ,. . -
5. NO ..ALLOWANCE SHALL BE ' MADE FOR 1.
;: , , _,..
�: � , ,
1. .
W
TWEE THE PIPE ALL
FRICTION BETWEEN
;^
D 'T E THR U ST 'COLLAR.
AN H
,. _
.
,''•
SI P ESSU E. P.S.I. ,
�fi. DE GN R
.
.
. .
. .
,.. . :. •
'.r a
.
WATER MAIN . .
SCHEDULE OF DIMENSIONS AND MATERIALS *
PIPE
DIMENSIONS
TIE RODS REQ*D
SIZE
(INCHES)
A
B
C
D
DIA.
6
1 2
2
6
4
5/E
4
8
1 3
2
18
4
5/E
6
O11 f
BLOCK AR TO 9E COMPUTER ON BASIS 2000
NOTE. EAS
. ;LOS.L.PER SQ. PT, SOIL KSTiWNT . .. (1,500 MIN)
BEARING.. '. .- SEE !KITE 5
m TO BE COMPLETED BY ENGINEER. . .
. ,
I.
NOTES: •
1. PVC � PIPE SHALL REQUIRE INSULATED METAL LIC LOCATING WIRE I .
14 GAUGE COPPER CAPABLE OF DETECTION BY A CABLE LOCATOR
- ( ) .
2. AND SHALL BE BURIED DIRECTLY ABOVE THE CENTERLINE OF THE PIPE. , •
LOCATING . WIRE SHALL TERMINATE AT THE TOP OF EACH VALVE BOX •
3. AND BE CAPABLE OF EXTENDING `12" ABOVE TOP OF BOX IN -SUCH A TAPPED CAP
MANNER SO AS NOT TO INTERFERE WITH VALVE OPERATION. -
USE DUC T PE AS NECESSARY TO HOLD WIRE DIRECTLY ON THE, T A T .
. ;
F.
TOP OF THE PIP_.
N
NOTES:
B DUE 40 'GALVA 'GALVANIZED. STEEL
1
ALL 2 PIPE AND FITTINGS-SHALLE SCHE L N
.
BRASS D D 1.JO T
R RAS WITH,; HREA _ NPT IN S.
0 T
)
(
..
T I .
C G E D E A L
P
V Pi
PE LOCATING, WiR
(FIG. ;108) 1. _ a l n A i n c r i n i �'i : n r -r i t 1.
\ L
J VL\ V.U\
\L,n i n v
I J .. ,
. r.. t ,
:'.: „ , ,i
�, .. :. _.
I _I
71 ,
11
I .
2500 PSI
CONCRETE x
SHEETING
.BEDDING ROCK
PIPE
SIZE
(INCHES)
90
BEND
(SQ FT)
M *1N.
22Cl/2
BEND
(SQ FT)
11-1/4
BEND
(SQ FT)
TEE &
PLUG
(SQ FT)
/Z
DIRECTION & NO.----`-,
j7
I A i L
12,
Q
TURNS TO .:OPEN,
Z',
SIDES CAN
4.0
00
1,1
1.0
�11
BE FORMED
10
WATER
1\
'A
1.0
%
150
APPLICABLE VALVE—A.
OX AND COV
11.4
6,2
, .
1;6
8,1,
2500 PSI
..........
2500 PSI
CONCRETE x
SHEETING
.BEDDING ROCK
W/ il-Az%/ �/%`/``%
VALVES 16 INCHES AND LARGER
'CONCRETE ARCH.
FULL ENCASEMENT
TK. CONIC. PAD
SHEETED TRENCH -UNSHEETED TRENCH
24$1 IF USH WITH
61) L
10" MIN. D SEE NOTE 1 (TYP.)
IN SHED GRADE)
MIN.
2—
�z
NOTES:
4 BARS ALL
SHEETING - 1. 15 MAX. FOR PIPE DIAMETER LESS THAN NOUND
%�% �`/ BE
SIDES CAN
24 AND 24" MAX. FOR PIPE DIA. 24" AND OVER.
FORMED
2. "D" REFERS TO THE DIAMETER OF THE PIPE. waTER
3. "T" REFERS TO THE THICKNESS OF THE PIPE.
D" 4-
2500 PSI 4. USE OF CONCRETE ARCH HALF ENCASEMENT OR FULL
CONCRETE
D" .2 ENCASEMENT TO BE DETERMINED IN THE FIELD AS
"T" DIRECTED BY THE CITY.
/% 5. REFER TO SECTION 32.5 OF THE MANUAL FOR SHEETING
6 MIN. UNDISTURBED EARTH
AND BRACING EXCAVATIONS. APPLICABLE VALVE
V IK Dn
X AND COVER
'115Zx x- �71`/�
(SEE FIG.
CRADLE OR HALF ENCASEMENT
CONCRETE ARCH AND ENCASEMENT 'DETAILS VALVES SMALLER THAN 16 INCHES
VALVE BOXPAD DETAIL
CITY OF SANFORD DECEMBER 1996 (FIG. 107)
AREA FOR
PLUG
AREA FOR
SOIL (TYP.)
UNDISTURBED
TEE
RIGHT LIMITS OF UTILITY EASEMENT
WOOD
VARIES
OF LINE,
EDGE OF BLOCKING
CONCRETE SLAB TRENCH (TYP.)
THE ABOVE GROUND
BYPASS
BYPASS LINE SHALL BE SIZED (TYP.)
FOR FIREFLOW REQUIREMENTSAREA FOR
FLANGED TEE PLUG
(2 REQUIRED)
2)-0" MIN CROSS W/PLUG CROSS W/
CD
TWO PLUGS UG
W/PL
(1) E E3
TEE TEE
WOOD FORM BOARDS BEHIND
BELL SHALL NOT INTERFERE AREA FOR AREA FOR
6'-0" MIN 0
WITH JOINT (TYP. 45" BEND TEE
(SEE
O POUND JETERM CONCRETE THRUST NOTE
BLOCK (TYP.) 0/2
2'- 0 MIN __ _ JAREA FOR
29-0" MIN EDGE OF PLUG
TRENCH
(TYP.)
12" SPOOL PIECE
TEE W/
WYE END PLUG
DOUBLE CHECK VALVE BACKFLOW
OFFSET (AS REQ'
D)
FLANGED "T" BYPASS PREVENTER INSTALLED BY THE
BENDS
CONTRACTOR
EDGE OF CROSSCUT
VA2" PREFORMED JOINT MATERIAL BETWEEN PIPE
AND *CONCRETE SLAB UNDISTURBED
O.S. & Y. RESILIENT SEAT VALVES SOIL (TYP.)
(5 REQUIRED)
TRENCH WIDTH
6" CONCRETE SLAB WITH, 900 FLANGED BEND
NO., 6 x 6' W10 x
W10
NOTES:
12' MIN 1. THRUST BLOCK BEARING AREAS SHALL BEPOURED AGAINST
RODS ON RISER THRUST
uj
lv� c> 36 MAX UNDISTURBED MATERIAL. WHERE TRENCH WALL. HAS 'BEEN
DISTURBED, EXCAVATE ALL LOOSE MATERIAL AND EXTEND
FINISHED GRADE
AREAS
�,B�®FT.
K
FITTING Q )
TOUNDISTURBED MATERIAL.
•
MIN.,
ck::
2. EXTEND THRUST BLOCK FULL LENGTH OF FITTINGS.
x
CONCRETE
Q: Al �M�,/�
RESTRAINED JOINT (2 REQUIRED) THRUST BLOCK JOINTS, SHALL NOT BE COVERED BY THRUST BLOCKS.
7//Z FITTINGS SHALL BE PROTECTED BY POLYETHYLENE FILM
11 -1 7 / /Z
FL TYPICAL SECTION
TO SERVICE (8 MIL.) PRIOR TO PLACING CONCRETE THRUST BLOCK.
FROM MAIN.
SCHEDULE FOR THRUST'BLOCK'AREAS
PIPE
SIZE
(INCHES)
90
BEND
(SQ FT)
M *1N.
22Cl/2
BEND
(SQ FT)
11-1/4
BEND
(SQ FT)
TEE &
PLUG
(SQ FT)
/Z
DIRECTION & NO.----`-,
j7
I A i L
12,
Q
TURNS TO .:OPEN,
Z',
SIDES CAN
4.0
00
1,1
1.0
�11
BE FORMED
10
WATER
1\
'A
1.0
%
150
APPLICABLE VALVE—A.
OX AND COV
11.4
6,2
, .
1;6
8,1,
2500 PSI
R
SEE FIG. 115
X
�4*
CONCRETE
NM-
THRM W=AREAS TO BE COMM ON RASM OF �2000
Ln PER n FT, SOL RESTRAW, ol
9EARM SEE 1lOfl
• TO BE COMPLETED BY ENGINEER.
W/ il-Az%/ �/%`/``%
VALVES 16 INCHES AND LARGER
'CONCRETE ARCH.
FULL ENCASEMENT
TK. CONIC. PAD
SHEETED TRENCH -UNSHEETED TRENCH
24$1 IF USH WITH
61) L
10" MIN. D SEE NOTE 1 (TYP.)
IN SHED GRADE)
MIN.
2—
�z
NOTES:
4 BARS ALL
SHEETING - 1. 15 MAX. FOR PIPE DIAMETER LESS THAN NOUND
%�% �`/ BE
SIDES CAN
24 AND 24" MAX. FOR PIPE DIA. 24" AND OVER.
FORMED
2. "D" REFERS TO THE DIAMETER OF THE PIPE. waTER
3. "T" REFERS TO THE THICKNESS OF THE PIPE.
D" 4-
2500 PSI 4. USE OF CONCRETE ARCH HALF ENCASEMENT OR FULL
CONCRETE
D" .2 ENCASEMENT TO BE DETERMINED IN THE FIELD AS
"T" DIRECTED BY THE CITY.
/% 5. REFER TO SECTION 32.5 OF THE MANUAL FOR SHEETING
6 MIN. UNDISTURBED EARTH
AND BRACING EXCAVATIONS. APPLICABLE VALVE
V IK Dn
X AND COVER
'115Zx x- �71`/�
(SEE FIG.
CRADLE OR HALF ENCASEMENT
CONCRETE ARCH AND ENCASEMENT 'DETAILS VALVES SMALLER THAN 16 INCHES
VALVE BOXPAD DETAIL
CITY OF SANFORD DECEMBER 1996 (FIG. 107)
AREA FOR
PLUG
AREA FOR
SOIL (TYP.)
UNDISTURBED
TEE
RIGHT LIMITS OF UTILITY EASEMENT
WOOD
VARIES
OF LINE,
EDGE OF BLOCKING
CONCRETE SLAB TRENCH (TYP.)
THE ABOVE GROUND
BYPASS
BYPASS LINE SHALL BE SIZED (TYP.)
FOR FIREFLOW REQUIREMENTSAREA FOR
FLANGED TEE PLUG
(2 REQUIRED)
2)-0" MIN CROSS W/PLUG CROSS W/
CD
TWO PLUGS UG
W/PL
(1) E E3
TEE TEE
WOOD FORM BOARDS BEHIND
BELL SHALL NOT INTERFERE AREA FOR AREA FOR
6'-0" MIN 0
WITH JOINT (TYP. 45" BEND TEE
(SEE
O POUND JETERM CONCRETE THRUST NOTE
BLOCK (TYP.) 0/2
2'- 0 MIN __ _ JAREA FOR
29-0" MIN EDGE OF PLUG
TRENCH
(TYP.)
12" SPOOL PIECE
TEE W/
WYE END PLUG
DOUBLE CHECK VALVE BACKFLOW
OFFSET (AS REQ'
D)
FLANGED "T" BYPASS PREVENTER INSTALLED BY THE
BENDS
CONTRACTOR
EDGE OF CROSSCUT
VA2" PREFORMED JOINT MATERIAL BETWEEN PIPE
AND *CONCRETE SLAB UNDISTURBED
O.S. & Y. RESILIENT SEAT VALVES SOIL (TYP.)
(5 REQUIRED)
TRENCH WIDTH
6" CONCRETE SLAB WITH, 900 FLANGED BEND
NO., 6 x 6' W10 x
W10
NOTES:
12' MIN 1. THRUST BLOCK BEARING AREAS SHALL BEPOURED AGAINST
RODS ON RISER THRUST
uj
lv� c> 36 MAX UNDISTURBED MATERIAL. WHERE TRENCH WALL. HAS 'BEEN
DISTURBED, EXCAVATE ALL LOOSE MATERIAL AND EXTEND
FINISHED GRADE
AREAS
�,B�®FT.
K
FITTING Q )
TOUNDISTURBED MATERIAL.
•
MIN.,
ck::
2. EXTEND THRUST BLOCK FULL LENGTH OF FITTINGS.
x
CONCRETE
Q: Al �M�,/�
RESTRAINED JOINT (2 REQUIRED) THRUST BLOCK JOINTS, SHALL NOT BE COVERED BY THRUST BLOCKS.
7//Z FITTINGS SHALL BE PROTECTED BY POLYETHYLENE FILM
11 -1 7 / /Z
FL TYPICAL SECTION
TO SERVICE (8 MIL.) PRIOR TO PLACING CONCRETE THRUST BLOCK.
FROM MAIN.
SCHEDULE FOR THRUST'BLOCK'AREAS
PIPE
SIZE
(INCHES)
90
BEND
(SQ FT)
7C
22Cl/2
BEND
(SQ FT)
11-1/4
BEND
(SQ FT)
TEE &
PLUG
(SQ FT)
/Z
DIRECTION & NO.----`-,
j7
I A i L
12,
Q
TURNS TO .:OPEN,
Z',
SIDES CAN
4.0
00
1,1
1.0
�11
BE FORMED
10
WATER
3.'7
•
! A
1.0
%
150
APPLICABLE VALVE—A.
OX AND COV
11.4
6,2
, .
1;6
8,1,
2500 PSI
R
SEE FIG. 115
X
�4*
CONCRETE
NM-
THRM W=AREAS TO BE COMM ON RASM OF �2000
Ln PER n FT, SOL RESTRAW, ol
9EARM SEE 1lOfl
• TO BE COMPLETED BY ENGINEER.
ANCHORS
3000 P.S.I.
2
TO BE APPROVED
UNDISTURBED
CONCRETE MIN.
M I N.,
Y � CITY)
•
W/ il-Az%/ �/%`/``%
VALVES 16 INCHES AND LARGER
'CONCRETE ARCH.
FULL ENCASEMENT
TK. CONIC. PAD
SHEETED TRENCH -UNSHEETED TRENCH
24$1 IF USH WITH
61) L
10" MIN. D SEE NOTE 1 (TYP.)
IN SHED GRADE)
MIN.
2—
�z
NOTES:
4 BARS ALL
SHEETING - 1. 15 MAX. FOR PIPE DIAMETER LESS THAN NOUND
%�% �`/ BE
SIDES CAN
24 AND 24" MAX. FOR PIPE DIA. 24" AND OVER.
FORMED
2. "D" REFERS TO THE DIAMETER OF THE PIPE. waTER
3. "T" REFERS TO THE THICKNESS OF THE PIPE.
D" 4-
2500 PSI 4. USE OF CONCRETE ARCH HALF ENCASEMENT OR FULL
CONCRETE
D" .2 ENCASEMENT TO BE DETERMINED IN THE FIELD AS
"T" DIRECTED BY THE CITY.
/% 5. REFER TO SECTION 32.5 OF THE MANUAL FOR SHEETING
6 MIN. UNDISTURBED EARTH
AND BRACING EXCAVATIONS. APPLICABLE VALVE
V IK Dn
X AND COVER
'115Zx x- �71`/�
(SEE FIG.
CRADLE OR HALF ENCASEMENT
CONCRETE ARCH AND ENCASEMENT 'DETAILS VALVES SMALLER THAN 16 INCHES
VALVE BOXPAD DETAIL
CITY OF SANFORD DECEMBER 1996 (FIG. 107)
AREA FOR
PLUG
AREA FOR
SOIL (TYP.)
UNDISTURBED
TEE
RIGHT LIMITS OF UTILITY EASEMENT
WOOD
VARIES
OF LINE,
EDGE OF BLOCKING
CONCRETE SLAB TRENCH (TYP.)
THE ABOVE GROUND
BYPASS
BYPASS LINE SHALL BE SIZED (TYP.)
FOR FIREFLOW REQUIREMENTSAREA FOR
FLANGED TEE PLUG
(2 REQUIRED)
2)-0" MIN CROSS W/PLUG CROSS W/
CD
TWO PLUGS UG
W/PL
(1) E E3
TEE TEE
WOOD FORM BOARDS BEHIND
BELL SHALL NOT INTERFERE AREA FOR AREA FOR
6'-0" MIN 0
WITH JOINT (TYP. 45" BEND TEE
(SEE
O POUND JETERM CONCRETE THRUST NOTE
BLOCK (TYP.) 0/2
2'- 0 MIN __ _ JAREA FOR
29-0" MIN EDGE OF PLUG
TRENCH
(TYP.)
12" SPOOL PIECE
TEE W/
WYE END PLUG
DOUBLE CHECK VALVE BACKFLOW
OFFSET (AS REQ'
D)
FLANGED "T" BYPASS PREVENTER INSTALLED BY THE
BENDS
CONTRACTOR
EDGE OF CROSSCUT
VA2" PREFORMED JOINT MATERIAL BETWEEN PIPE
AND *CONCRETE SLAB UNDISTURBED
O.S. & Y. RESILIENT SEAT VALVES SOIL (TYP.)
(5 REQUIRED)
TRENCH WIDTH
6" CONCRETE SLAB WITH, 900 FLANGED BEND
NO., 6 x 6' W10 x
W10
NOTES:
12' MIN 1. THRUST BLOCK BEARING AREAS SHALL BEPOURED AGAINST
RODS ON RISER THRUST
uj
lv� c> 36 MAX UNDISTURBED MATERIAL. WHERE TRENCH WALL. HAS 'BEEN
DISTURBED, EXCAVATE ALL LOOSE MATERIAL AND EXTEND
FINISHED GRADE
AREAS
�,B�®FT.
K
FITTING Q )
TOUNDISTURBED MATERIAL.
•
MIN.,
ck::
2. EXTEND THRUST BLOCK FULL LENGTH OF FITTINGS.
x
CONCRETE
Q: Al �M�,/�
RESTRAINED JOINT (2 REQUIRED) THRUST BLOCK JOINTS, SHALL NOT BE COVERED BY THRUST BLOCKS.
7//Z FITTINGS SHALL BE PROTECTED BY POLYETHYLENE FILM
11 -1 7 / /Z
FL TYPICAL SECTION
TO SERVICE (8 MIL.) PRIOR TO PLACING CONCRETE THRUST BLOCK.
FROM MAIN.
SCHEDULE FOR THRUST'BLOCK'AREAS
PIPE
SIZE
(INCHES)
90
BEND
(SQ FT)
45
BEND
(SQ FT)
22Cl/2
BEND
(SQ FT)
11-1/4
BEND
(SQ FT)
TEE &
PLUG
(SQ FT)
DESIGN
PRESS
(PSI)
Q
4.0
2.2
1,1
1.0
2,.8
150
10
619
3.'7
1; 9
1.0
4.9
150
12
11.4
6,2
3i1
1;6
8,1,
150
NM-
THRM W=AREAS TO BE COMM ON RASM OF �2000
Ln PER n FT, SOL RESTRAW, ol
9EARM SEE 1lOfl
• TO BE COMPLETED BY ENGINEER.
_3. ROUGH BLOCKING FORMS SHALL BE USED ALONG SIDES OF
THRUST. BLOCKS, AS, REQUIRED,
4. THRUST BLOCKS SHALL, BE USED IN COMBINATION, AS
REQUIRED, TO SUITE THE SPECIFIC FITTING ARRANGEMENT.
5, ALTERNATE DESIGNED RESTRAINING SYSTEMS 'SHALL BE.
PROVIDED WHERE. STANDARD •THRUST'BLOCKING IS NOT'
SUITABLE AND/OR SOIL RESISTANCE BEARING IS LESS
THAN 1500 PSF.
6. ALL WOOD BLOCKING SHALL BE PRESSURE TREATED
WITH PRESERVATIVE.
RED, N�U, IJLIJ�,r\ ULIAIL
'5. -ENTIRE 'ASSEM 'HALL_BE PAINTED SAFETY
BLY S
F
5
.,CITY OF SANFORD •
10, DECEMBER 1996 01
(FIG. 103
now
t;
N,N I E\L 11 -26-96"
C �D W.
T t 2' EST-
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ENGINEERING,
INCORPORATED"'
CIVIL ENGINEERS
LAND SURVEYORS
605.E. ROBINSON STREET,
SUITE 450
ORLANDO, FL., ` 32801-2037,
PHONE # (4Q7)4: 22. 71118
FAX # (407)841.'_701 49
DATE 12/2/9
SCALE NT
DESIGNED K.J
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LOT LINE
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WYE WITH
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4 11
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6" 45°
SIZE VARIES
CLEAN-OUT
cn o
BEND
(TYP.)
WYE_ WITH
SEE NOTE 1
F
CLEAN-OUT
REMOVABLE
6" 450
WYE WITH
SEE NOTE 1
PLUG
BEND
6- BRANCH
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ENGINEERING,
INCORPORATED"'
CIVIL ENGINEERS
LAND SURVEYORS
605.E. ROBINSON STREET,
SUITE 450
ORLANDO, FL., ` 32801-2037,
PHONE # (4Q7)4: 22. 71118
FAX # (407)841.'_701 49
DATE 12/2/9
SCALE NT
DESIGNED K.J
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VARIES
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�►Ll.Ll I
ENGINEERING,
INCORPORATED"'
CIVIL ENGINEERS
LAND SURVEYORS
605.E. ROBINSON STREET,
SUITE 450
ORLANDO, FL., ` 32801-2037,
PHONE # (4Q7)4: 22. 71118
FAX # (407)841.'_701 49
DATE 12/2/9
SCALE NT
DESIGNED K.J
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VARIES
LOT LINE
-��8
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6" BRANCH
SEWER MAIN
..
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6" 45°
SIZE VARIES
CLEAN-OUT
cn o
BEND
(TYP.)
WYE_ WITH
SEE NOTE 1
6" BRANCH
CLEAN-OUT
REMOVABLE
6" 450
WYE WITH
SEE NOTE 1
PLUG
BEND
6- BRANCH
Lu
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ENGINEERING,
INCORPORATED"'
CIVIL ENGINEERS
LAND SURVEYORS
605.E. ROBINSON STREET,
SUITE 450
ORLANDO, FL., ` 32801-2037,
PHONE # (4Q7)4: 22. 71118
FAX # (407)841.'_701 49
DATE 12/2/9
SCALE NT
DESIGNED K.J
P RED BACKGROUND
18" OR 24"
24" WHITE THERMO- v 12" 9" OR 12" 9" OR 12" 12"
PLASTIC STOP BAR WE LETTERS
„p 1/2 R
PAVEMENT "
�
`n n
DOUBLE YELLOW. •ST BILIZED
POND
2
STRUCTURE #
1
A
38,40'
B
37.23'
C
1.5"
D
1.25'
E
40.20'
F
40.70'
CONTROL LEVEL
R
SECTION B - B
I Slope
- - p iii^' :ist• iiwi%T1 :1r r.a. s:'
F "v.<'Jit . 1. 1,.4: .: C fi.r,h •>C: z,♦,.ty V.•i tyv
;CMPACTEDi
71
f•'•`Y,'g Y•-/. '„S nl:I.y 1 ��!: t L i:� _..�^. �: ... n: •lY `C 1`
930E
DETENTION N O • ER.FLO r STRUCTURE
30” HIGH INTENSITY STOP SIGN 930E DETENTION OVERFLOW STRUCTURE
. N.T.S. PER MUTCD 213-4 (131-1)
INLET TYPE E MOD. WITH SKIMMER
310 MI�11tII CURB INLET 'TYPE E MOD. `END VIEW)
N.T.S.
1 STOP SIGN, RAR AND CROSSWALK — N.T.S.
N.T.S.
--
N.T.S.
„ 8 C.M.U. LINTEL
NOTES (F f
f?AMES, AND COVER)
W/ BLOCKTIEIE BEAM
6' CONC, BLOCK MASONRY, FILL ALL # BAR
/. The 212 lb. cover Is to be used for all frames Types I, 1T; III and 2-#8 Bars - CONT.
the 2 -Piece Cover, and Is the replacement cover for all previous frames
with /1' deep seats (Traffic type). The 185 /b. cover (non- CELLS, #5 REBAR AT CORNERS & CENTER OF
2-#8 Bars
traffic type), 1984 Roadway and Traffic Design Standards Index 2 Min. BACK WALL, & TIE BEAM W/LINTEL BLOCK ON
,>
No. 201, is the replacement cover for exi�stinq frames with `�113'
2'-8" Max: Tongue &Groove TOP, AND ONE 5 BAR CONTINUOUS 8 C.M.U.
deep seats. Installation of frames wlth� deep seats Is not Joint To Match 11LL f
permitted. The l85 lb. ;covers are to be placed In existing ° Riser Ir
deep seated frames only, when specifically called for In the r. Riser_ , 5 REBAR TYP
plans or as specifically directed by the Engineer. -6" Or 4' Dia. _`u__y_ j- .
a
All Reinforcement No. 6 Burs r -
Except 6-#8 Bars Shown. I :.... ,
/ Bors Spaced rd 6" Centers Both I r -- -.=n•„ I
Ways Except Meddle Burs Shown PRECAST CONCENTRIC CONE I I> M '
<° 0 7" Centers. All Bars with AC/ I I' i
I l:' I I O
Concrete Or
TOP VIEW Standard hooks Canted Approx. 8 Brick. See C7 I .,� `, LxJ ;? ; .::' = . } " cp
# 45°, Or Embedded In Accordance ).. I 4 GALV. STL.
NOTES (TOPS) 2-#8 Burs Nato 3.;' 'I
—POST Permitted °K, With The Slab Reinforcement ��r I :a'.::;. `'''•O I' • I OST FILLED W
, 1. Manhole top Type 7 slabs shall be of Class IT concrete. Detail Shown Under Optional
2 OIo. `�, =� I I J ::'d.. I / "
On 3'-0' Frame _ ' P r.�,- V) . 6 CON. SLAB
Concrete as speclfl4d in ASTM C-4-78 may be used for Construction Joints, Shoot 1 o, I I �: }: I CONC. 3 ABOVE
h 2` 0" Or 3'-d'" precast units, see General Note No. J. REINFORCEMENT PLAN °No: 3 of 6, Except All #8 Burs w w a I } •:'•'.'•'' ''`':•' • ':• '' '• . ''!• • . I W/6 X 6 #1 0x10
TOP VIEW # I } . • . I,. I SLAB & 3' BELOW
Id And 6 Bars Around Manhola 3 -6' Ur 4 pia. W, W. F,
. I 2. Manhole top Type 7 slabs may be of cast -fn -place or Opening Shall Be Hooked. N - �. -,� SLAB ENCASED
2' 0" Or 31-Y' I precast constructlon. The optional key is for precast tops
BRICK OR CONCRETE �' (TYP)
r and In lieu of dowels, Frame and slab openings are to / \' ;
'.SEE'..•�.�•••.. �'GRADE
• �r � i be omitted when top is used over a Junction box. Frames :� PLAN • �� `�
can be adjusted with from one to six courses of brick. c x 'LU y
s 2' Mm. 2-6X6 CHAIN
3. Manhole top Type 8 may be of cast -In-place or precast o I INK FENCE GATES
°ir concrete construction or brick construction. For concrete 2 -8' Max. Tongue &Groove
"� construction, the concrete and steel reinforcement shall " 8' For 3 -6" & 4 Dia. Joint To Match
3„ 5" be the some as the supporting wall unit. An eccentric �) 11 -Optional Key I l0 For 6' & T DIa. Riser - „ Riser Q
3 cone may be used. = �i j L 3 6 Or 4 Diu. 6" CON C SLAB —
SECTiON l0° Draft4 Thickness of. W/ 6x6 WWF 3
WALL SECTION SECT/ON 4. Manhole tops shall be secured to structures by optional „ Structure Wall 12 I 2, 8„
construction Joints as shown on Sheet 3 of 6. 3 6 , 4'-0", 6 -0", 7'-0" Did. PRECAST ECCENTRIC CONE i `I
TYPE I TYPE ZZ
For Manholes , SECTION CONT.
For Curb inlets ypes 1, 2, 3, & 4 TYPE T -T (TRAFFIC) (H-20) TYPE' $ 917 DUMPS`�'�',R PAD / �';NC�,®5`URE 2'-8" x 10" CON:
0 SEE FIG. 202 SHEET # 8 OF 10
MANHOLES ___ FTG. W/THREE #5 )
C
N.T.S. BARS ONT. (T P.
MANHOLE TOPS
It 11
�— Pick -Up Utit,
Hole c EldeMalk stri
a, p Typical Location S, - Vfdth Curb Type D Ur Cork & Gutter
r , ('D For Bottom Slab Varies Type F (Curb b Gutter Type F
"..{.h.jl ti Without Sump Shown).
— NSkld a 1' 11" z
-lr
Surface
• ... •--N
TOP VIEW
v :^. ZN
Ribs conal)„
3" (ppt I Rarp Curb f\ n n n
^X „^
TOP VIEW
SECTION a
` l
Die. Varies
„ ,
COVER FOR ALL FRAME �_
• � 2'-0" Or `3'-0" � � lI2` Std.) �
�� v 12' Crosstalk ii\�i�i^�^i^i^A
IIr`'''''' \^\,l'\\ /////^/ f � q _-... f�L ne l gip. )
nn�nhnn�
WEIGHT OF CASTINGS
2' OPENING
3' OPENING
Frame
Type
Frame
Cover
Md.)
Frame
2 -Piece Cover
Cover
I Ring
Total
I
126 Lbs.
2/2 •Lbs.
1 220 Lbs,
212 Lbs.
250 Lbs.
462 Lbs.
II
134 Lbs.
212 Lbs.
260 Lbs,
212 Lbs.
250 Lbs.
462 Lbs.
Ill'
98 L.bs,
212 Lbs.
220 Lbs,
212 Lbs.
250 Lbs.
462 Lbs.
4"Galvanized Hardware Cloth Grout
Crosswalk ^�-r -
No. 4 Coarse Aggregate 2'x 2'x 2' IP' Per Ft. (6' Nia)
Filter Fabric
NOTE, Sump bottom appropriate for a// manhole and. Inlet types.
Cost for sum bottom td be in the contract unit' Note: `Grout to consist of 3:1 Sand -Cement Mixture or an Class Concrete.
P ,. Y
price for Inlet or manhole, FOR ALL STRUCTURES UNLESS EXCLUDED BY SPECIAL DETAIL
PLAN VIEW PICTORIAL VIEW
cl l A i b b n T" 7'/7 A J n n `A' I A I A n r- r -i-• r-) r r n -r-I I r -i r- I A It /I- r, -r-.
ENGINEERING,
CIVIL 'ENGINEERS
LAND SURVEYORS'' ,
605 E. ROBINSON STREET
SUITE, 450 '
ORL ANDO, ,'.FL 32801-203,
PHONE #' (4,07)422 1118
FAX' # (407)841--914' ;
ACCT :• 326002
DATE 12/2%9,6
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ENGINEERING,
CIVIL 'ENGINEERS
LAND SURVEYORS'' ,
605 E. ROBINSON STREET
SUITE, 450 '
ORL ANDO, ,'.FL 32801-203,
PHONE #' (4,07)422 1118
FAX' # (407)841--914' ;
ACCT :• 326002
DATE 12/2%9,6
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ENGINEERING,
CIVIL 'ENGINEERS
LAND SURVEYORS'' ,
605 E. ROBINSON STREET
SUITE, 450 '
ORL ANDO, ,'.FL 32801-203,
PHONE #' (4,07)422 1118
FAX' # (407)841--914' ;
ACCT :• 326002
DATE 12/2%9,6
SCALE NTS'.
'DESIGNED KJC
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VA IES
1., .
'' r
,•. , .:.: T a A Or B Fence VARIES
,,
, , ,r Note: Boles to be staked dt he °
4
THICK
C ° , ° . 4" THICK 2,. 11,
rir :.: Mchor Safes Wlth 2 - 2' x '2' x 41.
x_ : + ; . ion oft ngineer.'
. .
vlreat he E a:
P"r
Sta es P
, • 0 50 On Centers ! Typ. " J .;+'i Sidewalk Per r Bat e .
_ ,., .- „ Loose �o!l Placed �iavel And vii
Bl Required �if -li�
As eq
. - ••
r . . r„ r
. o
• 1 L ht om cled Alv U stream
9 HC pa P ' - - -
, : . .
:III '. II -
to
Rlsr -I I-
Face Of Bales. e - - - -
q
Q _ :, - .. d . •• _ I -III II III
, j'I'j
•
- - - -III� 1
• II
.r
1
• I ' '-7
- --
DltC11 - - - - -I I^
Apron lir I - = I' ITL
TI I _
. ,.
-I
BALES RACK F NCE PLAN. D
ED BY E ❑
ho Bales With 2 - 2' x 2' x 4 Curb & Gutter' Curb & Gutter11 .
M itch I- I I� I I o
Stakes Per Bale. Overlap Ends _ _ -
O 2-NO.4 REBARS
. ..
It
. " N „ i 0 i1 ' CONCRETE WALK AT 3,000 P.S.I.;
; ", Fill Slope / T FINISH SAW CUT COMPACTED SUBGRADE
PARTIAL INLET COMPLETED INI FT DITCH BOTTOM NI F wooD FLOAT
. I 11 I I EXPANSION JOINTS CONSTRUCTEDFJ.r
,. r,'� 11' �+ -sod AT INTERVALS OF 30'. COMPACTED SIJBGRADE 2"-
'1. PROTECTION TS OR SIMI RUC CRETE WALK AT 3,000 P.S.I.;
LEVATION N
" ' ELECTED SITES WHERE THE S WOOD FLOAT FINISH SAW CUT
. . °
*TO e
ARQdlND :INCE LAR >ST
E USED T S -STRUCTURES R�
I I NATURAL GROUND SLOPES TOWARD THE TOE OF SLOPE EXPANSION JOINTS CONSTRUCTED
S°d- 1- I,� i AT IN SERVALS OF 30'.
Shoveltl:xt L� Loose got/ hgh
l�
. Compacted Along Upstream'' PLAN 11 I
Edya of Bales. ' ,
',;, is _
1..:
/ With 2 x 4- Flow
"' r -Bales - x
An,hro •B � h 2° 2•
Stakes Per Bale. Post Bales To Butt
2 2" 2' 4 Optional Post Position
n._. Rall -- t-rr\ o� ale t x x p Principle Post Position
, q � � �� d< I �� Anchor Bales i Post (Options: 2" x 4" Or I - (Canted 20° Toward Flow) •
„ ,Ikes Per Bale. h 2r,
+; • " ,- �--�'�- u I Min. Recommended Min. Dia. Wood: Steel I t s--.-:r,� ,
0 '
ed I Filter Fabric lin ",,
1.33 Lbs/Ft. Min.) 1 1 PLAN Loose Soll Placod EY Shovel And Lightly I 6 Mpx Conformance With 1
Compacted Along The Upstream Edge Of Bales. r Sec. 985 FOOT Spec.) I 90% CONCRETE 1 E YY ALK �0`/ CQNC Y� AL C�R�
ELEVATION 6 Mln. � [ i �- -Filter Fabric c� -
Splclrx/: Bale barriers for paved ditches should ba spaced in accordance with Fill Slopo o ' r' i _ :_:' ' I - N . T. J. N . T. S. ,
• Chart I, Sheet I of 3, Index No. 102 a c I
a. t:I I I ' I I �ilt Flow
I :1
-----------
BARRIER FOR PAVED DITCH ELEVATION Z-14 11 - ---- II - -- NOTE: SIDEWALKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE LATEST
• TO BE USED AT SELECTED SITES WHERE THE ,
u �� 1 EDITION OF THE CITY of SANFORD LAND DEVELOPMENT REGULATIONS.
NATURAL GROUND SLOPES AWAY FROM THE TOE OF SLOPE ELEVA%ION SECTION P
I Woven Filter Fabric In Absence Of11 I EOP '
> Established Grass (Approx. l2' x l2'1.
20 20 EOP 5 I 5' 11
, xtend Edges Entrerx hiixg And - - - - - - - BARRIERS FOR FILL SLOPES N 12'- 12'
5 --� ate: Silt Fence to be paid for under the contract unit price for Staked Silt Fence (LF). BUFFER
Extend Under Buys ad Bales, Fabric
Shall Meet The Requirements Of I TYPE X SILT FENCE
Said Bags - Soctlon 985 Of The Standard ; : Wheel Stop Wheel Stop
gper,/ficatlons. Cost Of Fabric To Be ! s SIDEWALK
r included In The Contract Unit I =i , r
5. Mln.- For Balod Hay Or straw, TN.----�f�� '/ 6„ 1.5' S-1 ASPHALT
I
�1_L°_�,�1__i-�° _ -° - ° ° - x111 IT( '- 1.09; 1. -
. C8 �- Loose Soll Placed by 'Shovel And Llyhty TI, I Loose Sohl Placed By shovel And Lightly ,
' Compacted Along The Upstream Ede Of Bales,
Compactel Alony The Upstream Edge Ps g 1. - _
i Of Bales. r '
�rn-rr rr-
PLAN PLAN • . - . 8" SOIL CEMENT BASE
+ (MINIMUM 300 PSI)
,. " , - SHGW - 36.5
_.�li' --
Hall --- _ "
• \ Post - * - - tilt Flow 12 COMPACTED SUBGRADE .
�I`
t _ _ %% ; ._N x 0 I, II I �- ' - COMPACT TO 95% MAXIMUM DENSITY
II - - - d _ '' 11_„---- -' r - a�`�, '� r," : \aw A5 DETERMINED BY AASHTO T-180
I,, II II - it II N .i 11 { _n. x , •x11 x `\ - - .. �,
• 1.
Y T l' Min7. Ro bmmefrlvd� 5' Typ I' Min. Recommow r .' . -
r `� ' gog TYPICAL PAVEMENT SECTION
Anchor Lower Bales With 2 - 2' x 2' x 4' Stakes Per Bale. � - a ' a . Note: Spacing for Type III' Fence to be in _
. Anchor Top Bales To Lower Bales WIth 2 - e x 2' x 4' Stakes Per Bale. Anchor Bales With 2 - Z x 2' x 4' .Strikes Per Bale `1 Flo - . .,� '' accordance with Chart I, Sheet l of 3 N . T. S.
5 and ditch installations at drainage
ELEVATION ELEVATION. :� . \ , `` structures sheet 2 of 3.
Application and Spacing: The use of Types I & II bale barriers should be limited to the Type III Silt Fence Protection Type ILL- Silt Fence
' ' . cvnditlons outilned In Chart I, Shoot I of 3, Index No. 102 Type Ili Silt Fence Around Ditch Bottom Inlets. P/L P/L
1 6' HIGH WOOD FENCE I
TYPE AROUND POND
. TYPE I Do not deploy in a manner that silt fences will act as a dam across permanent flowing
. watercourses. Silt fences are to be used at u /and: healon and turbidity barriers �
P
BARRIER FOR UNPAVED DI TCH�S used at permanent bodies of water. n_ ',A y I VARIES j
• /02 BALED FLAX OR STRAW BARRIERS .AND SILT FENCES
SILT FENCE APPr �,,:I I I
- _ _ LIGATIONS I
- N. T, S.
�, h i SIDEWALK
., , : p' -
I
I I
.! 41 :
. TOP ELEV. = 41.20
I ,' 1 4 4
1P I 25YR 24HR 40.02
' �� w.1 , �� I'll-�' ', i itl Ill el
w - Zr IN 3'-4° ,
1 11 '
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Grate - _
�,�- �Of r NHWL 36.50
. I '_wv �� �-L t° 34.50 2
1. 2a 2'-0 2a� „r. - TI 1 I �-
_ - BOTTOM ELEV. = 27.50 /
1 I) . 60,000 PSI STEEL
": I- w f `N�/„� T - f - -� \/\ �� RETAINING WALL
. Z --i I•.- ti 2' -4" ' nv g �' /� i /i i -
i �II. --°II � .3,000 PSI CONCRETE
HALF ,SECTION CAST IRON GRATESI 11 I, I FIh I .
TYPE C PLAN NOTE:
. Approx. Weight 2.35 Lbs. SEE STRUCTURAL DRAWINGS FOR EXACT DIMENSIONS •
CAST' IRON GRATE 5a. 2 a 5�, AND MEASUREMENTS OF THE RETAINING WALL FOR
h1 h"I THE DETENTION POND.
ill :'^ ,, ,?'.-,3J " � Grate o- 1 �
y x 2" C/. Eye Bolt
•� See Index 20/ PI.O TYPICAL PONT) SECTION
11
1 N� IR � � r � 0 - N.T.S.
h G n Z --• #4 Liars 9
` (I � /2 Ctrs.
- U V ,1 FIGURE N-14 FIGURE N-15 ,
<r Ir,HANDICAP SIGN AND PARKING SPACE STANDARDS PASSENGER LOADING ZONES
SECTION 12"
__- ter--
Straight Bars 2 x " C
-.
g ) Recommended Ma --------------
TYPE C TYPE 10' T
ximum Pipe Size: -: _ - r-_._________.-------------- '
I Reficuline Burs i."x " 2'-d' Wali -l8" Pipe .- 94^ '
..I � Bands l xa 3'-f' Wall -24" Pipe I
11 1.I
Apprvx. Weight 100 Lbs.
ruaww �r -_-.......
w►�ses
l STEEL GRATE - -' -
ol�r ~
t fz5o Fx e -
. GENERAL NOTES ,. pn orso. �Z::
'1 I. These Inlets are suitable for bicycle and pedestrian areas and are to be used In ditches,
,' medians and other areas subject to infrequent traffic loadings but are not to be placed N W - T-
in areas subject to any heavy wheel loads. p Q 0 UV o
2. Inlets subject to minimal debris should be constructed without slots. Where debris is a
•e p
D D
robe Inlets should be constructed with slots. Slotted inlets located within roadway
0
/ m l D]��Qa�D
U�s ,,1-/ .."
P Y ;' ,
w
° clear zones and in areas accessible to pedestrians shall have traversable slots. The • s .•I:;
. 1. 3'41 a 2'-Urr , traversable slot aodlficatlon Is not adaptable to Inlet Type H. Slots may be constructed - Falf�- fo)f,1h1 �r
, I- at either or both ends as shown o p U L5 W IIW u
n tans.
8„ 8 v %3 B 2 1 /2 _ r ter`. I
c - 3, Steel grates are to be used on all Inlets where bicycle traffic Is anticipated. Steel grates �� UV LS ll r . .
L r ltraversable! E r r r l r :, :., I
a e to be used on all inlets with sots. Either cast i on o stop gates may b r :, _... - .-... :, CIVLL ENGINEERS 1
: ;. :
>~
used on inlets without slots whore bicycle traffic Is not anticipated. Either cast iron or � .
:, AN � V
0
10' 10' �. '6': -',.,.''::.^;,:.:;..'..:.-.: :,';..::::,:. LAND SURVEYORS
�: • steel grates may be used on all inlets with non traversable slots. Subject to the selection ::. ;:,''., "'.`',•.:'�•.1.. -, •,-.!. '
:. .
o described above who Alternate G rate is specified f the plans, either the steel rate ' ' '? '' - ••'' '
. (a n n 9 P n P 9
. 250 FINE
hot dipped galvanized after fabrication, or the cast Iron grate may be used, unless the ' 605 E. ROBINSON STREET,
• f
1.
I I-. u plans stipulate the particular type. ° :: ,
-a CITY ORD. 3211 sultE 450
1z' MIN 5' 4" WHITE > . ORLANDO;;FL;. 32801=.2057
I PI f
BLUE
r?
4. Recommended maximum i e sizes shown a e for concrete e. e s zes lar larger flan h
PP PP
P 9
+ ® 4"
0, C. "'
. ;,
8 6'-0 8 {n 8" 3'-6" 8" those recommended must be checked for fit. f
> RHONE 407 422-1118 s
Unless Otherwise °a :: a
Unless Otherwise gyp, rIOTE� :::. 40 :,-
51., All exposed corners and edges of concrete are to be chomfered 4 . FAX # (40,/)841 -91 %
Shown On Plans � Shown On 'Plans (D ,;?: W ID
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ve5
: ._
:..• ., .r
,.1. 1. 1. ALL LETTER ARE 1 SERIES C PER MUTCD.
6. Pavement to be used on Inlets without slots and Inlets with non -traversable slots only - w s=' , ; ACCT .326002 ,', , .
2r TOP PORTION OF SIGN SHALL HAVE REFLECTORIZED (ENGINEERING -'H i
when called for In the plans; but required on all traversable slot inlets. Cost to be „ ,
GRADE) BLUE BACKGROUND WITH WHITE REFLECTORIZED LEGEND
. i u Bottom 0 See Detail Included to contract unit price for Inlets. Quantltfes shown are for Information only. : I
NUTS: All. 3 Structure oft m nly. e No 200 AND BORDER. DATE 12�L�96. i'
3, BOTTOM PORTION OF SIGN SHALL HAVE A REFLEcIORIZED (ENGINEERING -
,1
�1''7.
-traversable slots constructed in existing inlets shall be paid for as inlets partial, GRADE) WHITE BACKGROUND WITH BLACK OPAQUE LEGEND & BORDER. 4 4 4 4 I <',, 1I
STRUCTURE BOTTOM FO INLETS TYPEC .�Ii
•' R,
SCALE - ;; .,NTS :.
r and shall Include the cost for slot openings, paving and any required replacement grates. 4. FINE NOIIFCANON SIGN SHALL HAVE A REFLECTORIZED (ENGINEERING / '
' GRADE) WI'il'(E BACKGROUND WITH BLACK OPAQUE LEGEND & BORDER. 2 2
::. ,,,, ,
.. 5r ONE (1) SIGN REQUIRED FOR EACH PARKING SPACE,
6. Sodding to be used on all Inlets not located :n paved areas and paid for under contract / DESIGNED KJC
.. I I I,1 , .I . I: 1. 1o",� ;�;--I'llI ll . .I � 11.1. .I� . .I.. .� 1�I I-1 � :,*.,. � I ,*, �I. .,, 1�.�1:L: ,� �, 1�. �I ,i ,. -II- �I II1�1I11:- m.. � ,i �II I .1�I� ,, . , , .
unit price for Sodding SY.
6r INSTALLATION HEIGHT OF SIGN SHALL BE IN ACCORDANCE •Wflhl
SECTION. 24-23 OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MU"(Cq)• CI {EC�'{C D PC I
. ) E H .,
. . For supplementary details see Detail No. 201. i
9 LO DRAWN KJ.0
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.
, , 9os Cft of s��►a. Ferree «'LA. D,O,T. , APPROVED) 9la HANDICAP RAMP
I :
�,DOoT. TYPE C INI.T 9Is NANDICA.P S'RIPIN% DE`'A IL
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N:T.S, �1�n,►r�r SHEET OF 1
, " N;T.S,
NTS
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PARKING SIGNAGE
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1.L 11\F VA L, 3-1797 ZI 3.9? 50 r1 ES
\Dti 326002 N IN I 1 T
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