HomeMy WebLinkAbout3291 Sanford Ave Plans Facilities Cardinal Industries, Inc. V
C R. 0 F 5 5 3 W 2858 Mot`
F5 Er
I4 0 1 =Fp PARCEL I A pa rcel of )and in the SW 1/4 of the SW 1/4 of PARCEL 3: From the SW Corner of Section 7, Town
3ection 7, Township 20 South, Range 31 East, Seminole County, R a n 9 e East, Seminole County, Flori ship,20,,South,
da , run N.89'58 06 E.
S I LV E- R LAKE ROAD 801 R/w Florida, being more partic ula rl y describe along the South I ine of s a I d
0$ 0�1') Section 7, a di stance of 1221 '2
1G21 feet, thence run N.00*13 '04"E. , 25 feet for a POINT OF
.................. ..................... ........... ............. .. ............... ................ ............. .............. .................................
................... ..... . ....... ... ............... . .
B e run N.89*58 '06"E. , 117. 88 feet to
Right -of -Way line of Seaboard Coast Line Rai I road, thence run
- ----- - ............... .............. . . ............ ..................... ........... e SW 1 /4, 50.00 fee tto a poin ton the Easterly Righ t-o f-Way N.50*17'14"E. , along said Right -of -Way 378.23 feet, thence run
fop OF Hw.� 5UL__ I=
. ...... .................... ��> > th
.............. . .. . . ........... . r §-- IV, 47�00----- I;p Nor thea s ter I y a I ong a curve conca ve Nor thwe s te rl y ha v I ng a
. ......... . ....... - - - - - - -- - - ----- . . ... - 5.0009'40"W_
9
..... ...... 6,1 ,
F, POL E 40.00
CON(,, .0 Right-o f-Way o fS radius of 1587.02 feet, a central angle of 31 07'13", an arc
C 0 N 1i UY C �Z T 5
(C'I N . ..... .
- - ----- - - -------- . ........
Ri?ht-o f-Way o f S Right -of -Way of
0 a radius o n
5 1 LV E K A K F ROAD UTPU�U� RIW OF
NJ3"3
Si ver Lake Roa d, the nce run N. 00*13'0 "E., alon said Easterly angle of 2*35'19", an arc d stance o
-------
.......... .................... ..........
. ........... . 4 --- I Gro.001
... .... ......... . ................. 4 9
'HA I -of-Way of S tion ry
N LINK R 19 h t
. . . ... ...........
l concave Northwe n a
Right -of -Way of Silver Lake Road, thence run N.89*59'03"E., angle of 40
239' an arc distanceof 30323 feet, a chord
. ....... .... the Southerly Right -of -Way of Silver Lake Road, 1171. 20 o S. 6 44
a I o n 9
b e a r I n 9 f
27"W. , thence run S.89* 6'13"W. , 319. 74 feet,
P A V E M N _F
A S H feet, thence run S.00*13'04"W., parallel to the Eas te rly
R I g h t --o f -- Way of Sanford Avenue, 500.00 feet, thence East of the East Right -of -Way Line of Sa
S . 8 9 * 5 9 ' 0 3 parallel to the Southerly Ri ht-of-Way of Si I v e r S.00*13'04"W. , parallel with said Right -of -Way line 875.20 feet
.1W
a
Lake Ro d,' 1 20 fee t to the Easte rly Rig
the Northerly 40 feet thereof.
------ . .... gt--of--Way of Sanford o n
h
2 ro
K
A G AS P M P
if 5 LAND
PARCEL 2 A parcel'of land ly Ing in the SW 1/4 of the SW 114 of m e NE Corner of the SW 1/4 of the SW 1/4 of
60.4
h 7 ,
h
5 T
Y, F F L ...... ...... Florida , being more particularly described as follows: From the
g
12 C (VIV P0 L of the SW 1/4 of of the the North Line of said SW 1 /4
SW 1/4, a is tance 0 f 235.57 feet, thence
16 the SW 114 of Section 7,
m inol eCounty , FI orfda, 40 feet for a
PLANTER PO I N T OF BEGINNING, thence run
09 40 "W.
the SW 1/4, 50.00 feet, to a point on the Easterly
C,
o f e of Sanford Avenue , thence run
S . 00 - 3 - 04 "W.
4-
Right-o f-Way o f San ford Avenue, th
parallel with said Right -of -Way 337 47
1 1 if! feet,
sa Id Easterly Right -of -Way of Sanford Avenue , 284.00 feet to a to
il 0
I E IN 2 F� 1 I
d Avenue and the Southerly West 15 feet thereof.
I
1 N \4 n 59'03"E., parallel to said
.......................
5 > of -Way of Silver Lake Road, 1171.20 feet, thence
53
S. 00*13'04"W., parallel to the Easterly Right -of -Way of Sanford
T0 P E Avenue, 500.00 feet, thence run S.89'59'03"W., parallel
24' CM
N N 4 t o the
................. Southerly,Right-of-Way of Silver Lake Road, 1171.20 feet to the i
V. 7 '�') ,, ' -6 t
V 1 1 0 .................................................. . ..................... - - -- -------
Point of Beginning.
TO F E L. GY, 5 0, 6 t C LJJ
N L i I� V, 4. 5nX C:,.; 0 C l< C I<
ce M E
1 (D
2 4 .................................... . ............. ...............................
F` L A, N
... ..... ..... .....
5 "1 tu
This Is to certify that an As-Bui I t
L T CL
Sur'vey�'of the above
y direction'and the Plat
................... ................................
0 P A,R-'C E L I hereon is a correct representation of the same and meets the
C
p I e s of this survey are invalid
ith the sea] of the undersigned.
P E E V
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7
_S_0C_I_ATE S_ T[C-.- 25 Oc t. 8 5
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P A V E. M E_ t
.............
...... . . ............ . . . . ....... ............
. ......... PARCEL 2 . .....
CHAIN- -------- . ........
. ...........
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P A,�
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to
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pography, contours
Legal surveys descri ptions easements , boundaries, to
'4
V -
6,,
-sections, lot lines, street right - o'f-way geometry, existing
c ross
and other horizontal and vertical
2,
J mprove
V
?0 ments and cultural information,
X I and surveying i n formation has been furrii shed to the Engineer by others
V "4
4,�,�4 7
and the Engineer assunies no
responsibility for their correctness or
4
Z
419 ........
Z accuracy. The Engineer's work shown on the Plans has been prepared based
'low
IN x
�q
on the survey information provided by V. Kelley Smith, Land Surveyor,
'0-
0
X, San ford, Florida (305/ 322-2213). The Subcontractor is directed to obtain
a copy of the recorded plat for the location of the lot corners. P. R. H. 's
shall be provided the Subcontractor by the Owner for laying out th','s work,
Z
and Subcontractor shall e)(ercise care no4- to disturb these monuments.
X
Should any monuments be disturbed during corstruction by the Subcontractor,
they shall be replaced at hi.s expense by a surveyor approved by the Owner.
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SCALE: 1 5 0'
c -
.... ........
4
it 7. BB'
-SURVEY
SITE. DATE: APR.,1987
N,00"ITOCE
25,00
W OB'NO. C 17 6 7'. 0 0
J
ACTIVITY NAME DATE
%;onklin Porter and Holmes SHEET NO.
DESIGNED BY: I.B.
ENGINEERS, INC. DRAWN BY: C.D.P. CARDINAL INDUSTRIES3 INCAI
POST OFFICE BOX 1976
CHECKED B J.N.
Y: 11.13 H.
500 W. FULTON STREET NEW PLANT LITI ES 2 �6
APPROVED BY:
SANFORD, FLORIDA 32772-1976
TEL 305 322-68411 TEL 305 831-5717 REGISTRATION NO-.- 211798 JNO.JDATE ,REVISION APPROV AUG 1 8 1987
0
Z- T
eA177,�51,-,`,C`1��'0
SILVER LAKE ROAD (80' R/W) 4`NV,!5,,A'j1v7EO 1,70L. YELL 011V -5717'%`I',11V,�� AWt70,Y _—_1VT/74A,1ri5-0 re
0 C00;1-4 4FPA7_5
C2�71_167RAZ_ S176 N,5115101-1 1_107,!�S
0
0
c;
c; THE PURPOSE OF THESE PLANS IS TO PROVIDE DIMENSIONS AND
N 89 5 9'0 3'E �51efAl� 00,A1617 j5iV70,4F ��17 4�7' e0Z� r,4,z:WF 7;?FWe17_101V (7-??-';-) DETAILS FOR THE CONSTRUCTION OF THE SEWER, WATER AND STORM
7 2 0 11VT,5N_,�;1TY -_-5!10A1 OAII_�'/'&07-�l
DRAINAGE LINES, AND PAVING'IMPROVEMENTS OUTSIDE THE NEW
F_ 117 1.20' 77 FIC EXIST, I S T. 10' EASEMENT S E M E N T '-6
TA4�1,�-1140 A PROPOSED MANUFACTURING PLANT AND OFFICES AND TO SHOW
iZ STOP OA k- APPROXIMATE TIES TO THE NEW PLANT. STAKEOUT OF THE PROPOSED
.5rtf2 IWA*J4 IN551yfl 7- y :!I T,�;)R :5;A51v kvI Z4 MANUFACTURING PLANT AND OFFICES SHALL BE BASED ON.THE
STOP 5AAF ARCHITECTURAL DRAWINGS AND NOT ON THESE SITE ENGINEERING
A CA S OL IAI;6 PLANS. THE CONTRACTOR SHALL COORDINATE THE ARCHITECTURAL
S 7-Oi?A 6e /S 961RIC,0 AT r1115 A =5,5-eVV17-KaV,410�7 ;6 7-4 T101V AND ENGINEERING DRAWINGS TO ENSURE CORRECT ALIGNMENT AND
IV0767.5 ilrZOM 1_0,fA7-10,(1 1-HC C011rRACrOR S1
COMPATIBILITY OF UTILITY CONNECTIONS, DRIVEWAYS AND LOADING
-14
DOCKS, DOORWAYS AND SIDEWALKS, AND AREAS OF N 89 59' 03" E 510.00' 0,grAll_14 COPY 0,- 71-1,F STORAGE t INTERFACE
AI 7-AI-IK A,6A1_1D0X11f-1e1_17_ RiFRIvIr -Roli-t BETWEEN THE DRAWINGS. IF THE CONTRACTOR OBSERVES POSSIBLE
x CONFLICTS BETWEEN THE DRAWINGS, HE SHALL IMMEDIATELY BRING
CWROltIA /_ IkD. A410 COMPLY I I ( I THESE QUESTIONS TO THE ATTENTION OF THE PROJECT MANAGER TO
BE IDENTIFIED BY CARDINAL INDUSTRIES.
0
51 0191vc 15. w (r 0
2. THE CONTRACTOR SHALL PLAN AND SCHEDULE HIS WORK TO MINIMIZE
4
ram•lct,7AI42 ICA'A77 z DISRUPTION TO THE EXISTING PLANT AND RELATED ACTIVITIES
0 1---5 lVe�7- 0/=' Uj WHILE HE IS CONSTRUCTING THE NEW PLANT AND AMENTITIES. AN,
0 0
U_� U 77-//:�_% �IV71104C 7-, EQUIPMENT AND MATERIAL STORAGE AREA HAS BEEN DESIGNATED ON
U) Iq
N 89 59' 03" E 510.00' 0 U) 1,2,,=-TA1L _5 THE PLANS. ANY ALTERNATE LOCATION WHICH THE CONTRACTOR MAY
0
WISH TO USE SHALL RECEIVE PRIOR APPROVAL BY CARDINAL
O 0 ul INDUSTRIES. PRIOR TO COMMENCING CONSTRUCTION, THE
1 0 0 0 0 CONTRACTOR SHALL SUBMIT A SCHEDULE OF APPROXIMATE START
0 0 1 NG
CD AND COMPLETION DATES FOR EACH.MAJOR ACTIVITY SHOWING THE
SEQUENCE OF CONSTRUCTION. THE SCHEDULE SHALL :INCLUDE BUT
co N 8 9 59' 0 3" E
U) SHALL NOT BE LIMITED TO CLEARING, CONSTRUCTION i OF THE NEW
04 - T 0 1 15.00' c*) co 11 11
0 0 w x CD PLANT, DEMOLITION OF THE EXISTING PLANT BUILDING,
�J r F ( I /0 CD
'IF-1- I w CONSTRUCTION OF THE NEW PARKING LOT, CONSTRUCTION OF THE
I co MODULAR STAGING AREA, CONSTRUCTION OF THE ROADWAY
N 89 59' 03" E 510.00, co U)
vI IMPROVEMENTS ALONG SILVER LAKE ROAD', AND REMOVAL OF THE
RAILROAD TRACKS, THE CLOSING OF EXISTING ENTRANCES ALONG
to SILVER LAKE ROAD AND SANFORD AVENUE.
16' 95,
CD '0
f�l 0 3. THE CONTRACTOR SHALL OBTAIN COPIES OF ALL PERMITS FOR THIS
0
0 0
PROVISIONS THEREIN.
LO 01 0 0 PROJECT FROM CARDINAL INDUSTRIES AND COMPLY WITH ALL
0 0
0
'0
0 4. IF DIRECTED BY THE OWNER, ENGINEER �,C ITY , COUNTY, OR STATE
z U 0 0
1k (3 . INSPECTORS, THE CONTRACTOR SHALL INSTALL SILT FENCES,
I N 89 59' 03- E 1, 510.00' (D PERIMETER DIKES, STRAW BALE BARRIERS, OR PROVIDE OTHER
\\4 V-6F.107.7 CV)C-� C) EROSION PROTECTION DEVICES TO PROTECTION DOWNSTREAMS OR
'_77� PIC,4Z.) OFFSITE PROPERTIES AND RIGHTS rOF WAY DURING CONSTRUCTION.G N �,�'' / ~ I ,
IF REQUIRED BY THE CITY OR COUNTY, THE CONTRACTOR SHALL
� .t� \ I I ( PLACE A STONE PAD TO CLEAN THE TIRES OF CONSTRUCTION
EQUIPMENT PRIOR TO LEAVING THE SITE.
0
:51 1�10/vr 6. A/ llrl��111
N 89 59' 03" E N 89 59' 03" E 46' WIDE SPUR TRACK R/W
50.001-dIr .4.00 zz 89 59' 03" E
--152.00-* 13 0.00' V4 7077
495.00!-
-420.0011-
N 89 5 9'0 3'E N 89 56'13^E
4-'1FVC- W,4725-A-_ AV goo"
L _)_ LJ_
4 rele --1.- 304.1 1' 3 19.7 4'
e PvIvE
w w SPUR 7 RACk R191 (S-- *,moor-0
LA/4 Y-/iE�F H
I F4. 44.14 (.-V ^&-��MIAI 1A1
oe2
C)
0 61 V. 0.
I k, (,i)- .
(D P v c. ea, .40 To 641 7-0 /0
0
IL /I w
77
cc 407 7 2 2'— 8
Ln
Z Z
F. L. 4 .2
10
0 1-44-78 (lVe7 7- PAST 63c- TI-11:5 eP1VT/F,4CT) 0 7-1-115 AREA MAY se sgr
9�55 V. C. 5AA1 5�5W,6i�e L,2 0. 40 7*,<10r,,57: RAII-IFOAD RIA,1 TO 9L-,4,9AA1490X1CZ2g AS/OE ASA COA17-ORS &-OUIP-
27 rRA Cl - �'S 0
W rO 49-6 6�CfOV4FD CAAIDIXIA4 0 AA1,0 IV.4r6IRIAI_ SrORACe-F AREA
NOTE: 111o615rR1.Fs 51-IA e L 1ocA17-1,,c:Y 7116- z 1141rs 0 49LIA-11,1(5 COXISrAleIC;-10XI.
Z 0,,c 11PCIYOk�4L AIGID OCrA&S 0v=,01SP0SAj_'. VA61
I w Lij 1. CONTRACTOR TO CONNECT NEW SERVICE LINE TO EXISTING COXIrRAOrO,? S1 090111067.A115 OWAI
> s FOR r1115 AREA.
o WATER SERVICE LINE IMMEDIATELY DOWNSTREAM OF WATER
METER. HE SHALL PROVIDE ALL ADAPTERS, CONNECTORS,
REDUCERS AND FITTINGS AS NECESSARY TO MAKE
cc CONNECTION. THE CONTRACTOR SHALL CONTACT AND
/go/
0 0
LL COORDINATE THE DISCONNECTION AND RECONNECTION OF '0
Z WATER SERVICE LINE WITH CITY. 0
W 0
2. SEE SANITARY SEWER PROFILE SHEET. SHEET 5 OF 6.
PROPOSED MANUFACTURING PLANT & OFFICES 0
0
4" COURTYARD PAVING SHALL HAVE
4'x4' CONCRETE PATTERN W/BROOM 0
0
-FINS W MI I;k P/".,S 0 RECTIONS 0
0 Is -
U) 4! 0
0 Z_ A I-AF
CD
0
CD 0
CD
z
(ILEAYV'E, LIT
NOTE: ALL RAMPS SHALL BE x
L �140DULA R
ALIGNED IN THE FIELD PER A R,5-A
X" I
ARCHITECTURAL DRAWINGS
z
COURTYARD DETAIL N
1" 2 0'
I-L. AlKz�eAA17' WALL 1-1r420,41Vr WALL Al 1\/ 7-
722 C, c�
(b
Icb
I d A- '91? 1071 5-4 -gig 14' 2Z'
— 55
A
19,
%
S 89 59' 03" W 751.00,
,S 89 59' 03" W 164.00'
CO
1,1 1 17 1.2 0'
O
S89 59'03*W
C.
w
LO
'0
MANHOLE SCHEDULE:
0
0
C4
0
MANHOLE
0
L EG EAID:
S\p \\
Top elev. 84.00
R: 430.13' ♦`\,\C�; f� _/ w o F.L. 46.20
FleE H �',PqAv 7- Z SATE- V44 05
6,4`7_,5 V,44 VE� bVAI-Z- L:304.25' co
MANHOLE 2 19;A-_'.4.c-5 w,4z-z- e c A11,1 —&- e rl cAl co, co W-- W477��IwAllv,e,�F-AO_5,-_ Z)"
Top elevt 52.3 W1 M,4Z.,!':�- VV74,55-7-e , eAlc'�� 4.,Vl--,' 0A4411VI5 q Yr;>/Z41,1 7- R: 1859.86' 0 LO W,4T9�e 1144IN (PIVA.55 2)
SHALL -1,5- ' /" -_ 11 C) c\1 eEvvl!5E�e -
7/ 7H < 25,412'- 0 1 13'4 5" 1 1 �6;A 7,5 VA L V=5*
N
F.L. in 4 4.7 8 51-IALL Md7lc-l-1 7-A-/A-_- 0)= 7-/-m� C/ry o"= 4000 00, 1
L: 3 9.9 0' A\ WALL A1Y'CW,41v7- j
F.L. out 44.68
001111
Ci
MANHOLE 3
Top elev. 52.3
F.L. in 44.32
F.L. out 44.22
�Aoo
SCALE: RA�LROPJ) SITE DIMENSION 0
1 17.88'
S 8 9 5 7'4 2'W DATE: 987
APA.,3 1
SF 0 P'VID A'ARY SEWER &
JOB NO.0 1767.00
WATER PLAN
ACTIVITY NAME DATE
Conklin Porter and Holmes
SHEET NO..
DESIGNED BY: 1. B.
ENGINEERS, INC. CARDINAL INDUTRIESS'' INC
DRAWN BY: C.D.P. .16.62 z3EVISC-D PO/Vb
O POST OFFICE BOX 1976 CHECKED BY- I.B. J. N. H.
Z 8-4-87 ADDIrIOXISr-Cl-�A'lla&S PcqcA9,011,1A1_
2_1
(io
,4,A/7
6f
500 W. FULTON STREET APPROVED BY: NEWPLAINTFACILITIES 6
SANFORD, FLORIDA 32772-1976 ol,&-e7 Aa
7
TEL 305 322-6841 TEL 305 831-5717 REGISTRATION NO. 21798 NO. DATE REVISION APPROVED
AU� 1,8
9989
-9
a
--------------- —
f A�ADWALL.- 50.<)3
NW.008,0F 5014 OF 5W�/4, A107,5: 9'0*,0AP,5 1�217'Cki r01V_5t 7_,e0C T101V 77 Co,,V,::� W ZF358 B(�o'
PeA hVA 6, E -
SEC.7- 20- 31 �,FND, Ir-IOLIE-1 tV11_z_ IVOAF�9 72:9 )C_� - 410
J LATI ON JOINTS TO ISOLATE
Aip 7-o j5.rn5,v7- Pic, PA v,--l-te"r 60P 444 TING OR WITHIN THE PAVED AREA. THESE
r-11rV/W/)V1 =_rl> H ULL
z2j�"OZ- / TIOA� $"A Z_ 0,5 /;10 ..4 SILVER LAKE ROAD 80'R/W "All ?
..... . .... ..... . ..... . ..... ..... . .. . ... ......... ........
N
.......... . ... ...... . ............
................... . .... ................... TIONS WHERE PLACEMENT
................ ... .. ...... ............... ................ ..............................
.... . ..........
.................
.............. ae
...........
... ............. ... . ........... ............. 'C44WAI SAW- ro VA5 .......... ......... ............ U
CON(, . ...........
C01- V/Ee7_
'Ne E
G I W�'EASE O PERMIT
MEW %d
WEN T
ITS EXISTIN
Z
.6'PVA !�7 gAdKER ROD
11,01V5 E UNCONTROLLED
C
d
1504A r10A1 w4O/A/rS JOINTS (TO A DEPTH OF 1/4 OF THE SLAB THICKNESS) AT 45 FOOT
/7- INTERVALS AND AT CRITICAL LOCAT IONS SUCH AS NARROW AREAS,
A 6/ Al 7S.
SHALL THEN
4
:5A W CO 7- C441SrRelCrIOAl JOIAIr.S
... -------------
ION SHALL BE COMPLETED
:7
S THOROUGHLY AND WHEN DRY
"CLEAN SEAL" AT ALL CONSTRUCTIO14 JOINTS.
SHALL INSTALL
Ile,
qj _4
r(
5. JOINT ALIGNMENT OM 'THE 14ORMAL GRID
PLA N'
n C
N
:2)
R
TO
VING OPERATIONS MUST BE AT LEAST I
ONCRETE ;THA MAY BE EASILY BROKEN OF
n
. . . . . . . . Pond is Ot Pa4t Of
r Oe ta i I s ee PHASL
C 0 n t r a t F o INTERS jING JOINTS. JOINT DOG LEGS O
__j
IS04ArIOA/
�)R B LEAST I LONG.
Y
TI AT 2' ON CE
LL AND COMPACT BEHIND CURBS.
B
8 . A'
E BARS (#4
44
R- SHALL
NER."S RE'PRESENTATIVE
W. 7�j
OF 2' WITH CLEAN B
THEN RESHAPE AND RECOMPACT THE SUBGRADE.
ED.BY
W
CONCKETE
r.WPICA
4L jol"r sjpAc
3 AAr&
V. 0:. 6. W Ile
E
c7,e4/
T TO A DEPTH OF ONE-HALF THE PAVEMENT
THICKAESS ALONG THE CENTER LjrEN OF A ROADWAY CURVE WITH A
V517_14-21V AICr -RAP
�a -A
7 r A A10 eoA15 rRvc r r) Rd9 A 4 7. AL' TO 150 FEET.
OA17R OR rO Re~;I- X15r RIP
X ZOO
0 C-C) �Aj . ..... . . . F�7
.. . . ...... .....
'A�
MR 01c
... .... . ......
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144
70 FZC-L.47 V07-_--' C914477Z41C7
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x 27
7 k?eIC7
3
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VA Z_ IPIV
7a Cel`V:�;PE;
7'011 O�c AIAL4 66. 50
7 -za �
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Tpp 5 -1. 5 0
WALL 3
17 /T
OCA r161_1S IrY,-) 44-48
722 r
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...............
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PROPOSED MANUFACTURING PLANT & OFFICES
GENERAL NOTES'
0
7
0
F.F. ELEV. 51.50 T LOCAT'IONS SPE'�ARCHITECTURAL
0
- 0 or
0 OUTS SIIED BY OTHERS, 4x:6" W/8" COLLECTORS.
.7
-6- APqOAJ
C01VC HE7
410 Z.,r- r7
/V,
D GRADES.
0. zz yo
CON C R 57
2
LVALL -rw. 5 4. 50
PARCEL
SHEET
(SEE RCHITECTURAL DRAWINGS AND DETAIL
(4 COKCRETE'PATIO BY SITE D'VE1OPMENT
r
CONTRACTOR. (SEE ARCHITECTURAL,
DRAWINGS.)
-DEVELOPMENT
SIDEWALK OR STOOP BY SITE
C0 111111 21
E DETA105-HEET
0 CONTRACTOR. (SE W
PLANTING AREA BY SITE DEVELOPMENT
LO
CONT
RACTOR. ARCHITECTURAL DRAW I NGS�.
08j
RETAINING WALLS WITH PAINTED RAILINGS AW
-CO
'ACTOR.
E�Y SITE DEVELOPMENT N T'R
G
Co1jCR&-r6- APROILJ
Te
I t
6 CONCRETE APRON 8 _:� ST6P5
7 2 2
R1771
":A1 ak_
IIVN 1 11 Ll
_j
Z
k
g7
Uj 149
__N1
q
SECTION
SIDEWALK
Contractor shalj:/inspect the retention basin
F� 7/7
ottom. He shall/remove all accumulated silt,
7 1- 7- fil M, qr� unsuitable clay, muck or silt
�imerock
to adep h of t least 24" below the proposed
t a
asi �a
441 9 b n bottom, ' nd shall backfill with clean
50 0 builde�s 5,a' d.
't C_ 4L51nL
tl,
kvl '2 CO VI=R r 6 OCA 71-0,U
cl r AfA
� K, " 141"
NO. STRUCTURE GRATE/TOP'ELEV. 61�SeD 14-OR ?C417_61R6\1�
helel6A
71(Q,,Ve 0f
�eo
COAIrRACrOR rO RveO
X11
I TYPE "C" INLET 50.00
'A S -,6 6114 7-
2 TYPE 'C' INLET 49-20 -� ::7, :; -
2A TYPE "A" MANHOLE 50.87, . .. ...
L FC2 OVO
3 TYPE "C" INLET 49,20 6
A
VprAo_,�-p F1 pW pl
PW,4 L L j 0, 7 (�5e 7'lajV
:6:9�01
4 TYPE "C" INLET 49.80
5 TYPE 'C' INLET, 49.20 ........ ...
P47010L*2_15,�rO .61007-
04,�FV14TIOAI
6 TYPE :C' INLET 49. 20'
7 TYPE C' INLET, 50.00
ea .401% 17 _K� ";4 M,41VI-104x�r
7 C-7
TYPE 'C' INLET, 77��E IIVL E 7-
8 49.30
7,
kw
.4
9 TYPE "C" INLET 50.00, -&10 T
4,
57X!7-1011� 57XIr -X 7— 10 TYPE "C" INLET 60.00 M17_j5�V,5C7 9A112 ::596-7_10AI
f
22
�50.00�,
IOA TYPE "C" INLET:
108 TYPE "C" INLET 50.00
All 4',
10C TYPE NCN INLET 49.80 4G
19-
IOD EXIST. INLET: RAISE GRATE TO 51.00 X
S sccrlolu 23'-
11 TYPE NA" M
ANHOLE 54.30
SE(f 7_101V 6 -
12 TYPE "Am MANHOLE 55.00
A
&
13 TYPE "A" MANHOLE 53.60 <
SCALE: 1 5 0'
13A TYPE "A" MANHOLE 54.50
p 0, 6, GRADING &'STORM
14 'TYPE "A" MANHOLE 613.50
14A TYPE "A" MANhOLE 55.�00 . . . . ....... DATE: APR.,11987
-4�,z UL-* rM I
Ki 0011 11, 041'.
TYPE "A" MANHCLE '50.50
jl�
StWER PLAN
.... ........
...... __7 JOB NO.0 17 6 7.00
16 TYPE "A4 MANHOLE 62,00
W
ACTIVITY NAME 5 518-8? "5,Ev/s C.b Polub SIZ6- SHEET NO.
17 TYPE NC" INLET 60.00 DATE
Conklin Portevand Holmes
A/. /V
19 TYPE NA" MANHOLE 5Z.50 ARDINAL INDUSTRIES, INCE
18 TYPE "A" MANHOLE 6.20 DESIGNED BY: I.,B. 4 k.4.9;? AOD17-101-15 -rR C,4,e,01x14e_ A10. 4
ENGINEERS, INC. DRAWN,BY: C. D. P. 3 7-Z?-62 6/14,va(Fs 10Ce R. -1-405R F' C-1 cz
20 TYPE "A" MANHOLE 54.30
POST OFFICE BOX 1976 CHECKED BY: 1. B J. N. H. 0 6-10-87 ?Alse aeAre57 --z. r-O 4770 0
21 TYPE "A4 MANHOLE 500 W. FU�TON STREET NEW PLANT FACILITIES ;f
22 TYPE "E" INLET �47.70 W/ sKIr"IMEK APPROVED BY:
SANFORD, FLORIDA 32772-1976 P,5V -,5-rogt4 6git� -2iq�m
TEL 305- 322-684 1 TEL 305 83 1-57 17 REGISTRATION. NO. 21798 NO. DATE REVISION APPROVED 'Ave i 8:11,QP7
M i a � I
L" 1:1-STAN !tip-] I A
1. FOR IDENTIFICATION IN CONTRACTUAL AGREEMENTS, THIS SET OF,
DRAWINGS IS DATED ANY REVISIONS
THEREAFTER WILL BE NOTED AND DATED ON THE AFFECTED DRAWING
OR DRAWINGS.
2. SOIL BORINGS AND SOILS ENGINEER SERVICES HAVE BEEN PROVIDED
BY UNIVERSAL ENGINEERING TESTING CO., (305) 423-0504. AND
WILL BE PROVIDED TO THE SUBCONTRACTOR BY THAT FIRM UPON
REQUEST. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THEIR
CORRECTNESS, COMPLETENESS OR ACCURACY.
THE SUBCONTRACTOR SHALL OBTAIN A COPY OF THE SOIL ENGINEER'S
REPORT FOR THIiS SITE AND COMPLY WITH RECOMMENDATIONS
CONTAINED THEREIN.
3. THE LOCATION OF ALL EXISTING UTILITIES SHOWN ON THE PLANS
HAVE BEEN DETERMINED FROM THE BEST INFORMATION AVAILABLE,
AND ARE GIVEN FOR THE CONVENIENCE OF THE SUBCONTRACTOR. THE
ENGINEER ASSUMES NO RESPONSIBILITY FOR ACCURACY. PRIOR TO
THE START OF ANY CONSTRUCTION ACTIVITY, IT SHALL BE THE
SUBCONTRACTOR'!
,S RESPONSIBILITY TO NOTIFY THE VARIOUS
UTILITIES, AND, TO MAKE THE NECESSARY ARRANGEMENTS FOR ANY
RELOCATIONS OF THESE UTILITIES WITH THE OWNER OF THE
UTILITY. THE SUBCONTRACTOR SHALL EXERCISE CAUTION WHEN
CROSSING AN UNDERGROUND UTILITY, WHETHER SHOWN ON THE PLAN
OR LOCATED-BY',THE UTILITY COMPANY. ALL UTILITIES THAT
INTERFERE WITH THE PROPOSED CONSTRUCTION SHALL BE RELOCATED
BY THE RESPECTIVE UTILITY COMPANIES, AND THE SUBCONTRACTOR
SHALL COOPERATE WITH THEM DURING RELOCATION OPERATIONS. ANY
DELAY OR INCONVENIENCE CAUSED THE SUBCONTRACTOR BY THE
RELOCATION OFIiTHE VARIOUS UTILITIES SHALL BE INCIDENTAL TO
THE CONTRACT, AND NO EXTRA COMPENSATION WILL BE ALLOWED.
CHAPTER 17-153 OF THE FLORIDA STATUTES REQUIRES THAT AN
EXCAVATOR NOTIFY ALL GAS UTILITIES A MINIMUM OF TWO (2)
WORKING DAYS PRIOR TO EXCAVATING. DRAWINGS SHOW ONLY THE
APPROXIMATE LOCATION OF GAS MAINS AND DO NOT SHOW SERVICE,
LINES. THE ONLY SAFE AND PROPER WAY TO LOCATE EITHER MAINS
OR SERVICE LINES IS BY ON -SITE INSPECTION BY GAS COMPANY
PERSONNEL. THEREFORE, EXCAVATORS ARE INSTRUCTED TO
TELEPHONE THE'GAS COMPANY TWO (2) WORKING DAYS BEFORE
ENTERING A NEW CONSTRUCTION AREA.
4. ALL PRIVATE AND PUBLIC PROPERTY, WHICH IS OFF -SITE OR IN
EASEMENTS ON -SITE, THAT IS AFFECTED BY THIS WORK SHALL BE
RESTORED BY THE SUBCONTRACTOR TO A CONDITION EQUAL TO OR
BETTER THAN EXISTED BEFORE COMMENCING CONSTRUCTION WORK
UNLESS SPECIFICALLY EXEMPTED BY THE PLANS. COST TO BE
INCIDENTAL MOTHER CONSTRUCTION AND NO EXTRA COMPENSATION
TO BE ALLOWED;
5. ALL DISTURBED'',AREAS THAT ARE NOT TO BE SODDED AS A PART OF
CONSTRUCTION ARE TO GRASSED AND MULCHED TO D.O.T. STANDARDS
AND MAINTAINED UNTIL A SATISFACTORY STAND OF GRASS
ACCEPTABLE M THE REGULATORY AGENCY HAS BEEN OBTAINED. ANY
WASHOUTS, REGRADING, RESEEDING AND GRASSING WORK, AND OTHER
EROSION WORK REQUIRED, WILL BE PERFORMED BY THE DEVELOPER OR
HIS SUBCONTRACTOR UNTIL THE SYSTEM IS ACCEPTED FOR
MAINTENANCE BY THE REGULATORY AGENCY.
6. QUANTITIES ARE ONLY ESTIMATES AND SHOULD BE RECALCULATED BY
THE SUBCONTRACTOR FOR BID SUBMITTALS. THE DEMOLITION OF ALL
EXISTING STRUCTURES AND UTILITIES ARE NOT PART OF THIS
CONTRACT AND THE ENGINEER ACCEPTS NO RESPONSIBILITY FOR THIS
PORTION OF THE CONSTRUCTION. BIDS FOR DEMOLITION SHALL BE'
COORDINATED WITH CARDINAL INDUSTRIES, REPRESENTATIVES.
7. THE SUBCONTRACTOR SHALL BACKFILL ALL AREAS OF THE SITE TO
WITHIN 0.1' OF SPECIFIED GRADE ELEVATIONS. THE SITE
SUPERINTENDENT OR ENGINEER SHALL APPROVE ALL SUBGRADE
MATERIALS AND SHALL SUPERVISE AND APPROVE ALL MATERIALS AND
COMPACTION IN FILL AREAS.
RETENTION/DETENTION BASINS ARE INTENDED TO DRAIN AS RAPIDLY
AS POSSIBLE, THUS, THE QUALITY OF SOILS IN THE SIDES AND
BOTTOM OF THE BASINS IS CRITICAL. ALL SOILS CONTAINING
SILT, MUCK, CLAY OR QUESTIONABLE FINES MUST BE REMOVED.
THESE SOILS MAY, WITH THE SITE SUPERINTENDENT'S APPROVAL, BE
USED FOR FILL AROUND THE BUILDINGS OR IN OTHER YARD AREAS
THAT ARE NOT DEPRESSED.
BASINS MUST BE CLEARED JUST PRIOR TO SODDING IN ORDER TO
REMOVE FINES BUILDUP INCLUDING LIMEROCK FILM. PRIOR TO
SODDING, THE UNDERDRAIN SUBCONTRACTOR SHALL ASSURE THAT
BACKFILL IS SUCH THAT UNDERDRAINS SHALL FUNCTION PROPERLY.
COORDINATION OF EFFORT TO EFFECT PROPER OPERATION OF
UNDERDRAINS SHALL BE THE RESPONSIBILITY OF THE UNDERDRAIN
SUBCONTRACTOR.
8. THE SUBCONTRACTOR SHALL IMMEDIATELY NOTIFY THE SITE
SUPERINTENDENT IF A SURVEY STAKE IS DISTURBED.
9. MINOR ADJUSTMENTS CAUSED BY VARYING FIELD CONDITIONS,
INCLUDING CHANGES IN SHAPES AND DEPTHS OF RETENTION PONDS
AND BERMS, MAY BE MADE WITH THE APPROVAL OF THE ENGINEER IF
HE DETERMINES THAT THE BASIC DESIGN INTENT IS MET.
•
1. MATERIALS AND CONSTRUCTION METHODS FOR PAVEMENT CONSTRUCTION
SHALL BE IN ACCORDANCE WITH THE FLORIDA DEPARTMENT OF
TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE
CONSTRUCTION 1977, OR LATEST REVISION THEREOF AND
SUPPLEMENTAL SPECIFICATIONS THERETO.
A. OFF -SITE DECELERATION LANE ONLY - PAVEMENT BASE SHALL
BE 8" LIMEROCK BASE COMPACTED TO 98% MAXIMUM DENSITY
(ASTM D1557) WITH 10 INCH SUBBASE STABLIZED TO OBTAIN A
FLORIDA BEARING VALUE OF 75 P.S.I. THE FINISHED
PAVEMENT SURFACE SHALL BE 1 3/4 INCH TYPE S-1 ASPHALTIC
CONCRETE COMPACTED WITH A 10 TON STEEL WHEEL FINISH
ROLLER OR APPROVED EQUAL.
THE ON -SITE CONCRETE PAVEMENT CONSTRUCTION, SHALL BE 5"
MINIMUM, 4,000 P.S.I. CONCRETE, WITH A 12" COMPACTED
SUBGRADE 10 95% OF THE MODIFIED PROCTOR MAXIMUM DENSITY
(AASHTO T-180). CONCRETE PAVEMENT CONSTRUCTION
EXPANSION AND CONSTRUCT ION.J01NT, SHALL BE TO F.D.O.T.
AND PORTLAND CEMENT ASSOCIATION STANDARD SPECIFICATION
AND DETAILS. THE CENTRAL FLORIDA CONCRETE PROMOTION
COUNCIL CAN BE CONTACTED AT (305) 423-8279.
B. ALL RETURN CURVE RADII AT,INTERSECTIONS WITH PUBLIC
ROADS SHALL BE 50' UNLESS OTHERWISE SHOWN.
2. THE SUBCONTRACTOR SHALL SELECTIVELY CLEAR AND GRUB THE
PAVEMENT. AREAS AND HE SHALL CONSULT WITH THE OWNER PRIOR TO
REMOVING TREES THAT ARE NOT ACTUALLY IN THE PROPOSED PAVING
AREA OR WITHIN 3' OF THE EDGE OF PAVEMENT, EXCEPT IF
REQUIRED FOR SAFETY REASONS, IN WHICH EASE, THEIR REMOVAL
SHALL BE DETERMINED BY THE OWNER, ENGINEER, AND CITY OR
COUNTY ENGINEER. ALL MATERIALS EXCAVATED SHALL BE THE
PROPERTY OF THE OWNER AND SHALL BE DISPOSED OF AT THE
DISCRETION OF THE OWNER. SUITABLE MATERIALS MAY BE UTILIZED
IN AREAS TO BE FILLED AS DIRECTED BY THE OWNER AND/OR
ENGINEER WITHIN THE PROJECT BOUNDARIES. FOLLOW THE
RECOMMENDATIONS OF THE SOILS REPORT FOR FILL PLACEMENT AND
THE USE OF EXISTING EXCAVATED SOILS.
3. THE SUBCONTRACTOR SHALL IMMEDIATELY NOTIFY THE SITE
SUPERINTENDENT IF A PAVEMENT STAKE IS DISTURBED. .
4. THE SUBCONTRACTOR SHALL BACKFILL AND GRADE PAVEMENT SUBBASE
AREAS TO WITHIN 0.1" OF SPECIFIED GRADE ELEVATIONS. THE
SITE SUPERINTENDENT OR ENGINEER SHALL APPROVE ALL SUBGRADE
MATERIALS AND SHALL SUPERVISE AND APPROVE ALL MATERIALS AND
COMPACTION IN FILL AREAS.
5. ALL PAVING SURFACES SHALL BE GRADED TO DRAIN POSITIVELY IN
THE DIRECTION GENERALLY SHOWN BY THE FLOW ARROWS OR TYPICAL
SECTIONS. PAVED SURFACES SHALL ALSO BE GRADED TO PROVIDE A
SMOOTHLY TRANSITIONED DRIVING SURFACE FOR VEHICLES WITH NO
SHARP SLOPES. APPROACHES TO INTERSECTIONS AND ENTRANCE AND
EXIT FLOW LINE GRADES TO INTERSECTIONS WILL HAVE TO BE
DETERMINED IN THE FIELD AND ADJUSTMENTS SHALL BE MADE IN THE
CENTERLINE GRADES TO ACCOMPLISH THE PURPOSES OUTLINED. IT
IS THE SUBCONTRACTOR'S RESPONSIBILITY TO ACCOMPLISH THE
ABOVE, AND THE ENGINEER SHALL BE CONSULTED SO THAT HE MAY
MAKE ANY OR ALL REQUIRED INTERPRETATIONS OF THE PLANS OR
GIVE SUPPLEMENTARY INSTRUCTIONS TO ACCOMPLISH THE INTENT OF
THE PLANS.
6. SIDEWALK CONSTRUCTION SHALL BE FLUSH WITH PAVEMENT WHERE
THEY ARE ADJACENT OR MEET.
/. THE SUBCONTRACTOR SHALL PLACE A 1" DEEP CONTRACTION JOINT
EVERY 4' IN SIDEWALK.
8. THE SUBCONTRACTOR SHALL LOCATE, FORM AND SLOPE THE SIDEWALKS
IN SLOPECSHALLCBEWITH 1.0%THE ANDSITE MAXIMUMDING SIDEWALK.SLOPEIMUM SHALLIBEWALK
5.0%.
9. QUANTITIES ARE ONLY
ESTIMATES
AND
SHOULD BE RECALCULATED BY
THE SUBCONTRACTOR FOR
_ Y
15' 15'
e' 3'
30' EX/ST/,UG PAI�EME�C/T i2 "srAe/uzEo DRIVING LANE
Sr.4"(/OARO SHOULDER o
To SpPsaF.6r Q
cuee�cvrree 0 I SLOPE TO MATCH EXIST• 1 -0 (TYP.)
%4 GRADE AT �P/<✓- f,
� --•-- ® �- � � �NALL SE catila-l-'rz,c,)c-�c.� ot�
MATCH EXIST.
�
EOCEDFPl�MT. °o°°oo 0� °°;° �� �� cL1 /, , •
1I4 /ft.
S: '
]'OP 03P' 0E.CM e
5", CONCRETE (4000 P.S.I.)
,yore• ", . •
Aa- AlowKPREFORMEO Iw THE lO e'.4SPNAGT/C CO�C/CRETE� TYPE S-/ Cy"TOLERA.uCE) $ Underdrain and Coarse . • CLEAR SELECT $AND 10" STABILIZED SUBGRADE
COU.c/TJ- lelClIrOF WAY SHALL 2 8"'L/�lEROCK BASE (Z 4/Fr5) COMPACTED TO 98% Aggregate Shall Be Wrapped l• o • •° SEE MOTE 5
MEET COU.(/TY REGULMAX. DE�C/S/TY PER AASHTO )'- /80 (WRITTEN TEST
AT/O,t/S. O N/Filter Fabric (Mirafi 140 _ _ 95% OF THE MODIFIED PROCTOR MAX;
'�p
Res I/GTS TO BES!/BM/TTEO EIiER) 250) S. Or Typer Or Approved Equal) I� DENSITY (AASHTO T-180)
O3 /O"sv,6,6ASE STAB/G/ZED TO 75 P.S./. -F.B.V A&D 98% Filter Aggregate Shall Be Graded
MAX. D6X/SIrk' PERASSNTo T--/80 (WR/TTE,(/TEST Per F.D.O.T. Section 901,1 SECTION ��C��_�E�
RESULTS rose S!/BM/TIED EVERY 250) MATERIALS SEC G
N.T.S.
1. Gravel blanket shall be 0.0,T, coarse aggregate
rrRICAI. SECr.-fO�t/ s/LVEl1�'' LAKe ROA® h" to' 1 h" diameter in size,
.VT.S.
2. Contractor is to flush all underdrains after
pond construction and sodding.
3. Wrap rock with polyester filter material TYPAR 10' 20' PARKING 12` 12' 20' PARKING 10
or equal.
DRIVING LANE ,
6° 1 5 1 5 4. Installation shall be in accordance with 5' T Y P.
manufacturers recommendation and ASTM F449,
DRIVING LANE �¢ s //4'� 12" TYP.
i " 5. Clean select sand filter with �1% silt, clay or - 6, TYP. o
1 -0 (TYP.) organic matter, coefficient of unifonnfty of . a o
sand 1.5.a_- Cu .e 4.0, and effective grain size of 4 o
0.2 to 0.55 millimeters diameters in conformance
6". VERTICAL 6"REVEAL with Chapter 4OC42,025 (2) a, b and c F.A.C. INLET TYP:
CURB ii/i;= .: S: 1/4°/ft.
• 5" CONCRETE 4 000 P.S.I.)
UN®ER DRAIN DETAIL O ( O
e
d � • e C o v . O . � O
N.T.S.
6" CONCRETE (4000 P.S.I.) 10" STABILIZED COMPACTED SUB -GRADE
10" STABILIZED SUB -GRADE
95% OF THE MODIFIED PROCTOR MAX.
DENSITY (AASHTO-T 180)
95% OF THE MODIFIED PROCTOR MAX.
DENSITY (AASHTO-T 180)
SECTION '6F"-46F3)
SECTION 'cB»_ccE» N.T.S,
N.T.S. lag' /2.5 /2 s31
P,0Op, /Ni4N(JF.4GTU,P///G 6Q/ VE LY,Q Y
PLAN% OFFICES AlOT,5: SEA• C� 2A�/NG 01-AN Fort �
' 42/TCf-/ ELEVATIONS P.��I�Ei�7'%
1 _0" 12 12 1,-0,
DRIVING LANE -�--
6" (TYP.)
a a I ri
6" REVEALWA�LE
S: 1/4"/ft. 4 ' 6" VERTICAL CURB /^
-/ r • - 6"coNcl�6i� 414aa0 Ps
%//./. d e a a. • ° . d e e ` - /!�" ST,4�/L/��/J CUMPA4GTE SPe -,IR-A0�
95 % /JF TO-/,E My 11'=1 /.7 /,,IOC742 M,QX.
V4--A1SI TY 1A4,45HT0 T /BO) 6" CONCRETE (4000 P.S.I.) `� •
10" STABILIZED SUB -GRADE SECTION "G"- :G�, r
1
95% OF THE MODIFIED PROCTOR MAX. N.T.S.
DENSITY (AASHTO-T 180) '
t
SECTION «C «C„
N.T.S. Pr10P �ir'J' LINe-
TOP 0AF0W ��L. 49 00
-• C� FJf�OP05�'1i' ,I�'7-ANT/�/V SON/.' ' i � I ¢g •
2 0' 12' 12' 22'±
PROPERTY LINE, DRIVING LANE �\_ / �
1'-0' i 1 �_0"
EXIT O/VL Y A'X/57.. SW,4L E
6 MIN. S: 1/4 /ft.
o a o
I•
I6" CONCRETE (4000P.S.1.)
10" STABILIZED COMPACTED SUB -GRADE
SECTION "H39-."H
95% OF THE MODIFIED PROCTOR MAX. 1�77 N.T.Q.
DENSITY (AASHTO-T 180)
SECTION "D"-"D"
� l
N.T.S.
G'UNT"CACTO,0 Td /n/$7ALL (� ii � 4V�G �X/ST.
5/
AT J/SG�A PGA Prw T .TO
S/,a.4 T� �LOGV � P2��/E'Ni' W,4St•1-avZ-, ,; � � � .` _ i
' SD
PPOP05�/7
"ins
n° 'Q o� /�2Opdj�� ��T /VTiOrV PorVl� -
4�i QNUF4CTUiZ1i16 PZ_,4/VT `C[0�
3T,eAN5FOZiYlE� .4 /
K
54
52
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52
'50
__ 11
50
}
PeoP /5" e.. C.� sro,P
48
S�WEIZ /tiV 47. 98
4
46
8 „ P ✓. e. o. fL. Ale. 20
5.4N. 5'0W�'�
46
9 p Z FN 8"SS. P!/G. �0• �� k. F.G. ¢¢. 78
44
44
�Bu�A,t1. S�l'vET� PVC.
EX/ssTlNCy wET WELL �p L.f"
42
42
SECTION
ao D • O.•err , o e . �K - I
d ..•'
LN
:l .� .T.S. 4.
O d U • C ��oy 6" .l _
GGO[ ` I
401 QO' S0' S 0'
80; OR/v/ LA,(/E /00' M000GAR 570RA545r .AREA I
2!- ARS FOR Fl/LL LE.(/CTN
OF CURB /,(/ FL Ub/E. 8..
MATCH FL UME BOTTOM
TO /PAYErNE,vT /
o00
OQ�°O�o°
o'o oe ✓ °e ° ° oOu o°°ovo o v°a o d 000�000 oe u oo c . /(�i.99 ------------
Z TRA,uSITIov
FROM 8" TO(o"
OF WATER/AG
ry W. W. M• j
M.d,7C/-/ ,e6F7.- V T/Ort/ .00r7-OA4 MODULAR PARKING AREA
SECTION 'K-K SECTION «J J„ + -
CONCRETE FLUME DETAIL N.T.S.
N' T S.
STAGING AREAS TO BE CONSTRUCTED WITH WELL GRADED CRUSHED RECYCLED CONCRETE,
APPROVED BY THE GEOTECHNICAL ENGINEER (UNIVERSAL ENGINEERING) MAX. PARTICLE
SIZE 3" AND NOT MORE THAN 5% PASSING THE NO. 200 SIEVE. MATERIAL SHALL BE
DUMPED TO THE REQUIRED THICKNESS AND ROLLED. TO PRESERVE POROSITY, NO
COMPACTION WILL BE PERFORMED. THE SUBGRADE SHALL BE COMPACTED T 95% MAXIMUM
DENSITY TO A DEPTH OF 12" _`'
___ — - — __ — — — __ - — -_ __ . -_ ____ ____ -_ I -, - -_ - -- I �
__ __ — __ — __ - - - , , . � I - " - �_ TF� " m -- - -- - I - � . .
__ � - — , ", __ � , I - � _f , — , � I , I
I ", , i--� , � - I I � - ______ 4, I _ ,. ,� � I I I . . �, I , �, - -- ,� . �
I I I ,� , _� . - � , I �� , � , , � I �, � I �� � � �'�L__ , � � � � 7, � � I I 11 — - Z � I I � I
: - - � - --- --- - - _ --- 1 _ ___,_j__ - __ - -, I -_ , I - - � � ,�� �, '77. � -
I I " � .��,�,�,J' I _�,- I .- �,� " � - , - - I I - �, , I _,� , rw , , � _A - I — , - I I ,,��, � 11 I I I
I I . I " � � � I n I � . � -
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1. I i � . 11 I.,. � OION METHODS: . I . � � . I . . I � I � 11 I I 11; 1, -. __�, . I I I
10 , I 1 DESIGNATION 0 F PROJECT MATERIALS: � I I - QUAN. UNIT DESCRIPTION I I , -
I I Z% I . I � I - � . � � ".1 I. ..
. #I I - ! - . ". . � I . . I . . I I . � I ,� P/pe -EV,F' . � � I �111, I 1.
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� I . � ). . I I 1 -56 L.F. 1 O" WATER LINE P. V_ C 11 . 70 RECI I � S17VNIIVOOS i I/V� 1. . ,
I . I � - - � . � SEPARATION QF AT LEAST 10 ' SHALL BE MAINTAINED BETWEEN . MECHANICAL JOINT FITTINGS, SIZE 4" TO:12" SHALL BE CAST IRON F I T T I N G S I I Ey I 0 - I .
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I i - I I I . � I - I : RU-15e I � 1%, I
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f I � � I WATER AND SAN ITARY SEWER L INES . SEWE RS CROSSING UNDER WATER HAI:IS . . /_ /_1 I - � 11A IM0 � X,q I L ' '0'2'&��' I 'v' I , I
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. 71. i. I '� I I I .- I , I I . . . . ( . . � . CONFORMING TO ASA'A-21.10 FOR THE BOD1Y,AND A21.11 FOR MECHANICAL � L.F. 8- WATER LINE P. V. C. I , . 11 OP
I : . r , � I I . 1. � I . :::7(-1 1 1 1 1 r, " I I 1 71 OP 711mr . , I I I
, I I " � : . .. I - I I .OVIDE A MIN I111UH VERTICAL DISTANCE OF 18 INCHII-S JOINT FOR 12" AND I . . I I I I �1. 11 .
: . ' I I.. � I . I . � I . I � � i �,�, j
I � . I . .
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. . BETUEEN THE INVERT OF- THE UPPER PIPE AND THE CROWN OF THE LOWER I . 1 375 L.F. 4," ,WATER LINE P.V.C. I .. I " &46 I , - I �
I . ALL 4 " OR LARGER MAINS SHALL B E RUBBER RING .SLIP-ON P-V.C. THE ' ;' Y2 11 /P .>R,qlAl gole I � ,3 �
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. . . I I - I . I I I _ 4 - I , , � I
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,
, FITTINGS SHALL BE CAST IRON MECH'AtlICAL JOINT. I I i P I P E . WHERE THIS MINIMUM SEPARATION CANNOT BE MAINTAINED, THE - P.V.C. FITTINGS, RUBBER GASKETS, SHALL BE.FURNISHED BY THE PIPE I � . I : ,,�4 @ /(", 0. C. I / � , I I
. I I I I I I � Z __ ,
. Il i : . N V . MANUFACTURE RANDMEET THE SPECIFICATIONS FOR THE P.V.C. PIPE. . . � I - - 96-1, I �
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� I . I . � � . -#4 (9 /0-O.C.—Ii) 5 1 , ; I
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I � 9 A I I D T D C' VA I V C Q A ki n C* T TT T KI r- C C U A lt�l D U n I C' TUE' kf MA T ki A I r) T A M (7 T I I . WITH NO I E S S ; I . P T T T T H (' , r, 1Z P A I I PP nr(ZT(,_�iFn Tr)WAVF A D D C- Q C I I D C- D A T T H r' �j n I C' C C' T . I I . ID - - MOC>1F/,/) .v"W/xr"),P I I - . .
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. I - A I I S. ALTERNATIVELY, THE SEWER MAIN I I ,61mmyov-s joitvr ,D_-Ns1& I I � : I_ _L1.
SHOWN ON THE PLANS, SHALL MEET THE MATERIALS SPECIFICATIONS SHOWN I I I THAT REQUIRED FOR THE PIPE. WHERE SOLVENT-CEHENT FITTINGS ARE USED, I It �,_ _'
� - � � I � I 1� . . I I " I
I . : ;, � LEEVE OR ENCASED IN CONCRETE TO OBTAIN THE - , . I . . I---- I ,_ - I I F111-4 69 I I ;
I i
� 3" 0 WEEP HO�E5 ON �
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I BELO ' VI, AND �BE IN ACCORDANCE WITH THE D I E T A. I L S �, S H 0 1-1 N ON THE, I i - , I . � , I I . I . . . ; � I .., /21, I., � I I . .
. STANDARD WAITER DETAIL SHEET6.1 ., I I .1 I I . � �� I I I I . . I RECOMMENDATIONS FOR THE TYPE OF,GLUE AND FITTING. . . � . . ___ - -- - .,t3,C)WLS;3i-6'1X 11 11 10" c6t4rei�Z5 I . I � . 1,
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. I 11 . 11� , I I � EA. 1 WATER SERVICE VALVES 't / - ,� . - -i I .f 91/811O.C. '' I
11 � I � E WILL BE ALLOWED IN THE PRESSURETESTS. ALL . - 1 / 2 " �, . �
. t I I
.
VIAT,ER MATERIAL STANDARD,SPECIFICATIONS' (NOT ALL MATERIALS . LISTED I - I I 1. I WHERE THERE IS NO ALTERNATIVE TO .SEWER PIPES CROSSING OVER A WAI'ER I � M TO TH.E-FOLLOWING . . . I .11111 ;V I I I I �, � I I 11 I I
, t I � . - . -0. ) I OF a - # 4(CON77) I � �
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. � A FOR MINIMUM SEPARATION BETWEEN LINES AND JOIN) S I ' . I � QL__ I � 'O'. . � I -
,
I I I
TELOW ARE APPLICABLE FOR USE ON TH—ISCONTRACT): ," � I I . . � . A.S.T.M. SPECIFICATIONS: FITTINGS - D2466, SOLVENT D2564, 1 %9 . - - . I 11
I I I , d, 11 . - I I ri
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f I 11 � . . ARE HEREIN -STATED SHALL BE REQUIRED. I r_ I . , A %.I . I
11. I . . - D285� INSTALLATI*ON - D2774. - I 1 ;
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; I I I rl I I � I . I . 5 . - Q . � P1"r0Y1U=- 4 1>.0.7. Com�sc �1� . I .
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POLYVINYL C PIPE (P.V.C.-) SHALL CONFORM TO D E P T . OF, . . 11 . . � -, I' - * - -_ , ,9G6R,�-C,/�Te- I W'ro /'/z' ;W,9- "t, .
I .
' . I . � � NINJHUM COVER OVER ALL P IPE SHALL BE 36" . TO FINISH GRADE, EXCEPT THAT . I iLATEST EDITION OF AWWA-C-502 AND 3 1 EA. WALL HYDRANT W/GATE I VALVE . � : _� - it — //y sla E F6R Le-N G TH OF "U_ I .
CO1111ERCE PS 22/170. POLYVINYL CHLORIDE (P.V.C.) , ASTH D2241 ,PLASTIC �, . MINIMUM CPVER OVER 2" AND 1 -1 12" WATER SERVICE P IPING MAY BE REDUCED I I I . - '. I . 1_50, /011 - . I I I 1.
PIPE (SDR-PR AND CLASS T), ASTH 1784, TYPE I, GRADE I, 2000 P.S.I.� I I I D -COMPLETE HER APPURTENANCES. I - - 1, 1, /'-tcf,, , -1 WR,gp SrON67 W/ 1%11R19,C1 �
I I I 11 � I I
' I I TO 20" AT SEVIER CROSSINGS IN ORDER TO ACHIEVE THE SPECIFIED 18" . � I I (I /405,09 RPPROV6D e,'QU,96. I .
DESIGN STRESS AND BE N.S.F. APPROVED. THIS PIPE SHALL BE C L A S S 200 I � . I . IANCE WITH AWWA-C-502 AND TESTS, . . . / . � I I I . I
;, � . CE. . . . . � . I I . . :#- I . - - ; - 77 1
(SDR 21) WITH MARKINGS ON EACH SECTION SHOUING CONFORMANCE TO THE � . . E I I I � I
. - � I . I I . . I _ � I I � � I I
I - , I
I I
L BEAR THE N.S.F. LOGO FOR - * % . . I : - WITH THE BREAKABLE SECTION LOCATED SLIGHTLY ABOVE THE - / EA. 8" x 4" REDUCER � . I I � I I - � .
* � ., .�'. DISINFECTION AND TESTING: � . - I I ' 11 . . I
:POTABLE WATER. iRUBBER JOINTS-SH � . . � I F N . I . . � I . WALL� A. � I ']�, 11 I I � . I
. ' I . - ' . . � I
I . . I I -
N SHALL CONFORH TO' ASTM ; I . � - THOSE NOW IN USE IN.,THE PRESENT WATER SYSTEM, IF APPLICABLE. . - . - � �', , I
I 4, I ALL PIPE SHALL BE D I S I N FE C T E D IN ACCORDANCE WITH AVIVIA STANDARD C-i,'01 . - 11 I I _ !.� I .
. ,� I I � .. I �, � �11 , '' .
, 11 I I . , - - - - .
D - 3 0 3 6 . i. . . � HYDRANTS11UST HAVE OIL RESER . . . I I . , . . I I 11, I � - � - I - I
I I ,. I
. I : � I I � I THE WATER,LINE TO AFFORD LUBRICATION TO ALL WORKING PARTS OF THE - I . . I &1_011 I i 131- (P11 . I : 1.
. � I
I I I � 4" GATE VALVE - I I . I 11 _', I
. I . . � P.V.C. PIPE SHALL' BE INSTALLED AND TESTED IN ACCORDANCE WITH AWWA / EA. 11 I . 11 I .,- /1 '' �, : I
. � . I I I I . HYDRANT EACH TIME THE HYDRANT IS OPERATED. HYDRANTS SHALL BE OF THE I I � - .1 � I
"I, '1 . 11 I . MANUAL M23. ' � 11 . I- - . I . � I I _1 I � ,.
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1, . . . . � 0" RING CONSTRUCTION TYPE. ALL HYDRANTSHUST BE PROV IDED WITH I 7Z-)P 0,- FV1W.- 6 -1. 40 . 1� I
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I
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-
IN IN SIZE - GATE VA..LVES SHALL I �. I . � BRONZE NOZZLES, WITH CAPS AND CHAINS. VE A 6" 1 , 11 70P oi- wlq6z 64.50 � � I
l I
CONFORH TO AWW NON STEMS AND 0 . TH I ER I I B N NSE, ALLNECES�ARY . . . _. I MECHANICAL JOINT BASE SHOE, TWO 2-1/2" HOSE NOZZLES, AN-D ONE PUMPER I . E A. 1 - 1 / 2 " x 3 " REDUCER I 11:'Ilc I I I I I I ' - VE I . I I I . I I . .
i /-3/4" QU,qi�E _- (r,,qt,V 11
.
EY SHALL BE IRON BODY 3 FULLY BRONZE TEST PUHPING .EQUIPMENT, WATER, WATER METERS, PRESSURE GAUGES, f.' 1) NOZZLE. THEMAIN VALVE SHALL HAVE A 5-1/4" VALVE OPENING. THE . . - �ST L_ w1f18"77iIr_K 1� I .
I - I - - EE 11
13 1 1 . N .
.
- - I . .
I . I 1, � . � � 11 ____ � " WAI-C Z. && 0 / F7 I I . I � .
I -
11 . N ING. . . . � ' � �. I I � I — _� - . I I I I
I
MOUNTED, DO EL SEAT, NONRISING STEM VALVES WITH T, MATERIAL AND FACILITIES REQUIRED FOR AL L H Y D r, 'i i I 1 C , . HYDRANT SHALL HAVE A POSITIVE OPERATING DRAIN VALVE SO. LOCATED AS- TO
O-RING SEALS AND WITH END CON D FOR ON THE , .1 DRAIN ALL WATER FRO11 THE STAND PIPE WHEN THE-HAIN VALVE IS CLOSED. I . - 11 I I � � - . ,�, I .
� . - I
,
I .. I I . �� . I I � � I ;. I �
11 I �,
DRAWINGS. , I I I I . I I I I N E INSTALLED WITH SUITABLE BURY OR EXTENSIONS SO THAT . I - I I I . I - � I ;7�,:�c . ,W� , L
� . I .1 1. � - � I I I - D LINE IS AT THE POINT INDICATED B*Y THE �IANUFACTURER . I I I I . . , .
. - I I - I - -- 4 1
. ,- I I I � I ,- eLl '5/.15er, - .
THANITHREE INCHES IN SIZE - GATE VALVE SHALL BE I � ON THE BARREL SO THAT NOZZLES'ARE AT A SUITABLE HEIGHT FOR ATTACHMENT _ I 11 .
� . I � I I - I I __117Z',P OF �r'VMT_ �50 50 .1 . I I I[- . I
� : I EE S ,, BENDS , F I RE HY DRANTS , VALV E S . ETC . I SHALL 11,17 . I . I . . . Zz. _.. I I . I : ,.
. : I . I I I (. I ' I . . I
BRONZE , , . OF HOSES. THE DIRECTION OF OPENING OF THE 'HAIN VALVE SHALL CONFORM I I I . � .1
. ,
I PROVIDED WITH THRUST BLOCKS. FOR THRUST BLOCK CONSTRUCTION DET/, - 1. � I TO THAT OF EXISTING HYDRANTS IN THE SYSTEM IF APPLICABLE. OTHER 'ISE , ESTIMATE OF QUANTITY -PA � �� . I.- I
I
N RESSURE WHEN VALVE IS FULLY OPEN. - � . . REFER TO '," STANDARD WATER DETAILS" AS SHOWN ON SHEET S-6 . . . . . I V� I � I I . I � I 11 I f � 7W 0F,rVA17.7 .
: . ) . I . I . THEY SHALL BE OPENED BY TURN I NG THE OPERAT I NG NUT COU(ITE I 111111111111111 - I , I . I I I I I 1. I
. � 1. IVORM RAM P 61.. 9 I. 00 I
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. I
I � � � I I I I I . �
C) ' N IN COUNTERCLOCKWISE DIRECTION UNLES'S THEY ARE I . U-TILITY COMPANY: � - - . � I � � . QUAN. UNIT DESCRIPTION. . ''I 11.11 I ; .�� � 11 11 � � -_ __" �
TO BE INSTALLED IN AN EX I ST ING WATER SYSTEH IN WH I � I ' ' I - I -
I
. I . - - 40, 00c) SQ. YD,S. DRIVEWAY & PARKING (CONCRETE) . -_ ---- -- PR OF1 L I,- ' ,
. , I . I I , ____1____ 11 � �
N N �. .. - I - . I , I - -:7--_ -- - p� .
� - '. I THE WATER SYSTEM BEYOND THE METER SHALL BE PRIVATELY OWNED AND � � . - 11 I I - 1. . ,,I, ,,,-'I-- " - 11� � I I
OPERATION OF EXISTING VALVES. I . I . . I . I 1 �!;6,7 ?�rw SQ. YDS. MODULAR STAGING AREA .1. I . - I I -� .
I I I I . I . . I -_ �. , �, --7//r �
. I � - � � I . '. \',' I.:- ,� �
I . .. I . I . 11 1 -779 SQ. YDS. DECELERATION LANE (ASPHALT) I � I 0 1 - I I
. � I - .III I
I
I
I
D) IF THE OWNER 0*� THE EXISTING SYSTEM DESIRES TO USE THE BRAND OR I - . . . I I , I � ,� I I . ..
N G . , I 11 - D TO MEET I . I 17,_�; 0 SQ. YDS. SIDEWALK & PATIO (CONCRETE) 1. . I . 11 I I . . 1, I I
! � I - . THE CITY OF SANFORD UTILITY I -_ � I I . I 11 �Ir . . I I - I 11 11 I I
MEETS THE ABOVE SPECIFICATIONS, AND IS APPROVED IN WRITING BY THE . I DEPARTMENT , I HCLUD I NG ADVANCE NO.T IF I CAT I ON TO. UT IL ITY AND THE I . NOTE: ALL WATER LINES TO BE TESTED . "Zt I I 11 I I'\ I � I I �
. I . - I . #4 @ /O 11 0. C. ,
. . , ,
. I . Cl 1 � � - AT 150 P.S.I. FOR'2 HOURS I I - . :� I I I I .
I - ENGIHEER SO THAT THEY CAN W,ITNESS ALL REQUIRED TESTS OF THE 1 1i _R � . I . � � � �
I . . I � I - -1 � I 11 I I I
i - . I SYSTEM. , . - I I . . q I 1 #4 @ I&,, O.C., � I
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I . I , I I . -1/m / . I � . I � I . I
I � I � I I . ,Z 1�; 0 17- L.F. . 6"� VERTICAL CURB � ,T - SIT 1VOUS 1. I
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-
I I I 11 � . I . I . I I � jo/,vr FlLt,ck I . I i I I j 1, I .
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I I . . � ., 9�p L.F. TRANSITION CURB & GUTTER I I � I I . 1� I I
a . . � . . . . � I . . .1 1. . �. . . � - _ � �211 . , I I - � I I I -) I"', � I
I � - I I . I I - � I - . 3 �0.0 L.F. 1 2' STANDARD CURB & GUTTER I �� 1. - 31, 0 W6,-F //0,/_&S �L N ".
, ��
� i . I I t I - 1, 16" ergs VV/ I Co. FT- 1.11
r I .
L I . "*-. - _W __111 . - � I . ,.
I � . - . I . I I I I . I 70,- OF 5/00 140< � .,
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I 1�1 . . . I I I I F - ., - RS E_ G KA 116-4 'P66L6 r I
! I I I � I . . .- I . I I .. . _�., Z ,,4 , : , "', � PHOVID4.15"'P..0-T, C'OA'R S6 :: � .
- I . I I - . . I I - � - _�' . - 11 � �- ...d A C. c, R 6, r.,q 7-,-' 5A M 6, A S � .
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� . ! . � � 11 SANITARY SEWER � / - � ESTIMATE'OF QUANTITY -SANITARY. SEWER , A1'//ZP�////1:S1 11 I&', O.C. , I 11
� L� I � . . . I . I . � lz� 3' . I I I ..
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", . � - - ____ I � I . I 11 Z11 15ANt) COSWON / I . 11. - 0 4 (CbNO /. .1 .
- I - � - � : I I I --j S A___/1�1/1/1___ / 01C CP I I /, . I I
QUAN. -UNIT DESCRIPTION-_'.. . I I - . I . .�, . ,,� � I I I
STEM: ALL SANITARY SEWER 'PIPE S H A L L- -BE P.V.C. i P I P E . I ARY SEWER.SYSTEM WILL BE . I I 1-1 1. / 1/2 X 3 vz" KCY WA Y (coNT) I � I .1�' // I .
. � I : /
I SEWER TION OF I CROSS I.NG SHALL BE ARRANGED SO,THAT THE SE,WER PIPE JOINTS AND REQUIRED TO BE PERFORMED BY I I . . -, . . . . ,� 1 - - "
� " I I I � � I 514 /1_510 , - I I / ,1 .
. I I � 1. I . � to" � I , . ,�, � / I
I
I
MING TO ASTM C-700 WITH ASTM Ca-45 �JOINTS WILL BE I WITH NO LESS THAN'10 FEET BETWEEN ANY TWO JOINTS. I . � MILE OF LENGTH. .I I I . :F1 EA. SANITARY SEWER MANHOLES � � I - 1� � � I � / , � I I
- I I I I - I . I � , , if "I", ,�
� UAL ALTERNATE. SEE ASTM C-12 LATEST EDITION FOR, � I I - � I I I I . , � _____ I I . -1 I _91-0 I � I - A //� I - I .1 - I . .
. . - -- I If - I I 11 � - ' �
I I I I I --- - --- -1 - I I , - �
BE As :� I 'ENCASED IN CONCRETE TO OBTAIN THE EQUIVALENT OF THE REQUIRED PIPE, . 1, __ - . - _ . I'll I . I 1, �- - � � 2 i�-��___' � � I - �
- - . . , - 15; . .8" SEWER PIPE . - I ' t I
I � 116(l, L.F. I . . - I I
* - 1:
I
E AIL SHEET (S-8).� IN LAY,ING I � � . I WILL BE I . I � � �.- I I — ----; --- �AWALL I B--- 717 1 � I . �
. , I �. d I % : -
OR SHALL USE - I I . - ' � I I . I I � � , I - .- , I � I -
I . I . - N SPO'NSIBILITY OF THE . . I i , . - I I . 1 I . I �
I I — __ - ___ . __ . . 11 I I I I ,
I
I � ' . , � : I . . i �
TING'-THE I -W.HERE THERE IS NO . . . � I I I �
.1 � �, I ;
�� I �, � I I I I - SUBCONTRACTOR. EXFILTRATION SHA ALLONS PER . I . I � I I I . � ., I
NHOLES AND THE FLOW�INE ELEVATIONS GIVEW�'ON .T H E � I . ITERIA FOR MINIMUM SEPARATION BETWEEN LINES AMETER PER MILE OF L�NGTH, INCLUDING MANHOLES. — — I I I� 1. 3 -811 I 1. 1. i f I � .
. I � a 11 I I I . , . I . , I I . _. I -1 - . I �. `1 � I I 11 . I . . .
I
. " . � . - I . - . I � I - __. . I I I I 11 . I � I ...
I 11 . I I � . I
I . � I I �
I I I . I I
I '. I . . I . -MINED AND .'. . AN . . ! 11 k � I
N ,MANHOLES I . I . . BE PRIVATELY . � . . - I I I I -I .
SHEETS. IV,THE EVENT OF ANY MINOR%DIFFERENCES, I � , AND JOINTS AS HEREIN STATED SHALL BE REQUIRED. - .. �
.
� 1 , . .
I . � . . I I . . - I .11 .
I . I
R SHALL I-A-DJUST I -BUILT" INFORMATI ERT AND R-IM I � . - . I I � I ': -, L �'. 1.11
I I � ;� � � 11 I I I "
I � 11 � . I 'If - 1� , 1 1 1 _�' �
; . � '. COMPLETE ."AS . I 1. 1, � I I I I
. � I . . ' . . � I . .� � . -_ -_ I I
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.-'THE GRADES 'AS REQUIRED'. . . ,? I CATIONS SHALL BE ACCURATELY I I . I I __%_r_ I'll ". I'. � I- , , I I I 11 -, x I - I -
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I - *i _ I . R NFORHATION SUBMITTED .TO THE ENGINEER ON I . TO MEET A S OF' . I � 1� I 11 1: _", 1 � _�t'mI
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A LAT L BE MAINTAINED BETWEEN - � � . I 1. DVANCE'NOTIFICATION�TO THE I . . - . - -_ _____ - . I � - I , _ _' - � _. .
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SSING UNDER WATER MAIN-S SHALL � � �. � ERLINE OF RIM OF NEAREST I D INE,ER SO THAT THEY CAN WITNESS ALL,REQ . UIRED � - - I , I �. . , . 1. . I - _6;Ey � I . '1� . I . 1, ,4- I .
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STORM I . .1. I I . . I I . I � - I . . j, QUAN.� UNIT I I DESCRIPTION I I � � 1. - T. . I I .1 . I 1, , � 4�, �. I., . � ...
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NSTRUCTION METHODS FOR STORM DRAINAGE I THICKNESS OF THE METAL SHALL MEET THE�MINIMUM REQUIREMENTS I I E-E I I
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BE IN ACCORDANCE WITH THE FLORIDA DEPARTMENT I I � . I OF FtORIDA D.O.T.' SPECIFICATIONS AND AAS . � .1 . - I MA"FACTURER'S RECOMM : I � ,, . -1 � � I � q I I I . I .
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- . I I L.F. 1 18" REINFORCED CONCRETE PIPE I I 1 . I � I �
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. " I . AS FOLLOWS: 1 2%, 1 5", 1 8" & 24" DIAM. PIPE - 16 GAUGE; 30" � . 11 F449:.� COMPACTION OF THE BACKFILL ED 1F I I 11 ; � 11 .
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CONSTRUCTION, 1 SUPPLEMENTAL I �. I I & 36"DIAM. PIPE ,- 1 4 GAUGE., BANDS'AND GASKETS SHALL BE AS THE UNDERDRAIN IS -,OUTSIDE OF PAVEMENT. ALL UNDERDRAIN,- -1 4_0�5 1 L.F. 24" REINFORCED CONCRETE PIPE � I - � .- I
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I - I ION 902-4. UNDERDRAIN SHALL HAVE:KNITTED POLYESTER I 1 6" REINFORCED C . NCRE - .. � I , I I 1. I I 11 I � � . T I
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RUBBER I . UMINUM PIPE OF THE I 11 . I .� . . �% 1�1 105 L.F. 1 54" REINFORCED CONCRETE PIPE' � `11 � " � I I I I 1� �
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. I 11 I . �, - THICKNESS SPECIFIED ABOVE. .THE PERFORATED CORRUGATED . E OR CONC.. AL . I . _1� - ��_ ?// C 7c- 5 -I/- & � � V5 7 -0 I" � I � I i . I I I , .
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. ALUM I - � . � . . 12"x18" -REINFORCED CONCRETE PIPE � I ,if � . - I
I I - . MATERIAL WITH A MINIMUM-l' OVERLAP. PLASTIC FILTER MATERJAL - �.,;., 1 lrl�l L.F. - -_ . - � I I _# 14 X 3' 6" 0 12",O.C. � �
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. I ; I I I � . ,SHALL BE "TYPAR" STYLE 3401 PERVIOUS SHEET OF NONWOVEN l.. UNDERDRAINS SHALL BE CONSTRUCTED AS -REQUIRED BY THE . ... . 1. 21?.5 -L.F. 1 9"x3O" REINFORCED CONCRETE PIPE . 'j-1 I I . I -S. I c
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I 'No '? ( � � 1. - . I -1 Y. ALL -REQUIRED . . .." � . . I . � 111.1 � .. . 1!�- / .. I I .., . I 'I- .. � I I i I ..
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" LIFTS ON ALTERNATING SIDES OF THE -PIPE. - - . . SPINN PROPERTIES:' WEIGHT UNDERDRAINS MAY NOT BE SHOWN ON THE PLANS, BUT THEY MAY ., l .. . / EA. . TYPE "J" ALT. - A STRUCTURE ', Z �& 4 x 4 L 0',P WLS '�' I � � , . L .
TAMPED TO ELIMI F 15" TO . .� I I / 4'ZO./S.Y. ; THICKNESS � - 1 5 . MILS; GRAB TENSILE -1 30 LBS. ; � I � PENDENT ON SOIL AND � .1 I . ) I j � - @ �0,, O.C. -- I 11 "I - , . , 1 i . �
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B"E OF 16 GAUGE. PIPE ENDS SHALL BE RECORRUGATED. � . 1. - . . . I -_ I 11 , ft I ,�, .
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BANDS'FOR ED PIPE SHALL Y'THE . .1 � I . I I I CONDITIONS OR OTHE TERED I /141- EA. TYPE "C" INLET I . I I � I � - t . 6.12 , : - . �.; I I
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WO (2) COMPLETE . I �,� -SPECIFICATION�, :1 - -_ I � . In It .
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E THE ' 1� 11 I IPE S HALLB E 6"(UNLESS OTHERWISE NOTED) I I :. - � I � 1, � 7-oP oF I-vlvr;? . I �T .. ! I
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1. . ED POLYETHYLENE DRAINAGE TUBING CONFORMING I I I � � .. � I I .1.
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i . I . I � � ,:.-AASHTO M252 AN IMUM SLOPE SHALL BE 0.2'0% . � - L.F. I 1 O" P.V.C. I I . .. I ,� ,. -1 . �� , � o ] � g1r6IMINOV's . I 1k . ..
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PE (CAP) SHALL BE SPIRAL CORRUGATED I E NOTEDY. INSTALLATION SHALL BE IN ' � . S&O L. F. . 6" A.D.S. UNDERDRAIN �� . I .1 !__ . . I I � I �0 �
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CAD ALLOY 3004-H 34 WITH LOCK AND'STAKED i � - I I I . � I I _1 - � _� 1 I I , . i
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I . ,The Cont 'actor shall' -furnish and install a Fairbanks Morse . elbo'..,, , � � ; I I - C. ,,ol,pr 1. � I , .. I
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Model,13H ..'pable of o - - wearing ring e enclosed im ellers'and steel im"ell - er ' I I I I I � � 1. . � I I � 2- SAMD CUS 41 �
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producin - p D! I I I I . 4 (@- 16, " 0. c - . �
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g( 0 gallons per minute at Z, .rR ' 416 stainless s�� I I I I I 0 1 1 1. I I .1 11 I I , NO-SvING, . I I � . 3" WEEPT H04,5_5 OM .1 I 0 � 1 . �j :�_ ,
-and MA � __7_---_ro-vet-) V'ertfc—aT-W—at-e-r-l-u6-r-icated fire 'pump. , . ze,bowl. bearings. The bowl assembly shall, Y2." � 5moory — SLOPE WALK DOWN —. J �. �. .� . I I 1 I ,� . 1. � , I � . . I / . 1- I I :: . . � .
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20 app 1��- a - I I -_ . I . � = I � " � . I . /0" C6W A-> M/ / W. Fr .- 1. �, -11, - I I I I
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The unit shall include a bowl assembly, strainer, column and 0 9 , ,� L)WL-5 X 41-0" - I . I , I , W, I 11 I � COA RSC I
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I I . ressure but not less than 250 psi. T - I I -B . I . I � .- . 7 _, . ',�Nl 1. F 11 ..
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sup,pl ied to the Engineer. A cast or f I I I , I . . I . I '. I - � , .: , A ____� 'O. I , .
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" dial discharge pressure gauge, a I � < " I � - �,�,, I I r1i I I 1. - I -1 I '.. .4 *\.. . OF Ir,vm-r I 1 - � I 11
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. wate- le e, and automatic motor controller. I I . . . I I � , : I e /Z11 O.C. I . �it, I � � -4 : , 11 � �,,,'
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. - vertical hollow shaft with non -reverse ratchet, wound I I I - . . I 11 . - I
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The pump �shall be'ral t 100 � . .4 I I I � 1, +-- , I
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dist the low water leve I .: I J_q/� I I , I I � I .� I � -.T � - I � . I . - I 'I, � . � �
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. 1. pump I I I I ; . . I I I � I I 11 I . ,_ - . 1. . I �, ,
*c, � feet fr--om --- tfi—etop of ber I I I . �' I I � I I . I I - ,
I - � - � I I .1 -_ - 11 � I - . � � ,,, A.Al' I - . I . I I I I'll., "I'll
. thrust bearings with an average life of five � � I � .. I - - - . . I I I �1. , , I
I � I - - I . � � 11�, I � . . - .
-
.will be installed at eleyation 50.Z� above sea level with an � � __ __ — I - — _.. — __ — I . I . 1. _J1 , � I I I . I I I I . I . I-, I 1". 7 d 1, � . I I . - I - � - I-,' " I ",
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1. . I I . I 1.�, I I I - I - I �- �. I I I , I 1. - " - I
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- .
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m - - . , � , I I � , I
I I . . Ic I-
. : I pump downthrust. The maximum pump horsepower shall be 125 � I I . < - , . �1, I � I ).. I . I I _e� ,,� I :� " � I I . I . I I , . ,� - ,);P/ 2'1� - I i
I . i . I .. - 1�� \1, -.1 , L I - � .Ie� I I � �11 I 11; I I . - I I . � � I I I I � I .� i .
startit a . .; . - ". . \ __7 .� (01-011 �, 4�)41-611 ,� , I I I I 1, I . I I � , f I.Y. ,� - t I I i
deg . I I 11 I . � � - I - .- I . I " - I 1% Y_ - �, 1�'
HP. - F_ — I : ,
. � - . , I � I I I 1. T. C � 7. - I 1. I � � I . -.1 - I
I I . I � , 1. ,�, I , I _/ 31.f-' - I . . "I I I � . �, I 11 . - ,
I I . . _,a �iq - 7,V66 (&ALV. I I 11 - . I -1 . I . _ , ,;� � C , � .
P The Contractor shall also supply a , . I . � I 1. 1. I— - I I :::::::::::::::::::::- _RE � I I - 11 . I . � 11 0; �� �, ", �,;>',�%:Ll :;, I I .
I 11 I , I
. I I - , -:::::: ' I I I . I .; , , I - " - . I
, � I I I .,
iiattual oleration. I I I __V /\ � 11 1/Z (� 5MCL)r,q r _6� WI! 1/6" THICK WAUL I . � 1.
minimum operati � �A I
I �� � I - ___ __ - . I I �,
,
,rete block building, properly vented, and a.11 pumping , -psi in i) Id - I .1 .. . -A ' � �� Dvjl . E I - I., , .1 I � 11.1 . ? _,..� I � I I � . I , .
conc . : I � I A � I I 1. � I � I � I � , I
. � I I re drop below. 90 � Z, I I . . - _S x 4i-O,, 2. &CO *tli-7-) I I I .: j � � 1, ,,,,, , , I i
- I I I : I - I I � I I I � . �,�, � � ,,
, I . . I I I'll � I � ":", i-� �, " ,
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, I I ,� Q . I I I I . I I I -
equit - � q ,6 1 1 1 . I . � I .. I . ,; : I z I _1 11 I � i
I I � : . be supplied with a circuit breaker If, I I � 1, I � I . . . , (3 I&" O. C_ I I � 1. I . I I I I . - I I I � � 11 � - I , fi�, ,�V, � . i
- - I � I I I �
I nd shall I - - 70P OF . , r 1:� I
app cal and'electrical.supply from power :1 , I � I J . . . I . � t — . � I � I I I � �, - �, I I I I � I , . ,,,� -*- ,-i� ,�, . I i *
I � I I . I I . I . � I
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I I . I I I � I . I I i . I .1 � I � � I � - � �� I I , i ,
. I I I t less than I 'll Q � ,� I I 1. '� I . 1. 5+50 1 . I � '.1 I I . - I I I I I � I I I
source, a . The roof'shall i I . k � � , . I., I . I I . . I -1 � I I 11 . 1, .1 . I � � . I . � 11.111, I I I I _1C - I � " I ��
I � . � I . I., I - I I , , . . I I � I � 1, I I . I
� I e � be . � I I I , A , I -
f I 11 . . I . I I ,vFF 51- � IT 11 '1� '�, �: . I . . rl_ I � � � , � 11 � - I I ., �, �_ . I . I I
. I � .5 . , - I I I - . � .. I � I 1, I I .
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11
a a e to remove and/or I . i I . . I I t I .1. I . . I 1. * . . 1. I - __ 111— - — "I, ."�:� , -1 I- I I . I � I 81nvm Nous ').01N ., I � I I 11 I I .1 I : I I I I � I I 'I, I .. -. I I I . � , �
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I ,- ��_ - , -1 " . + I I . ,,, . � I � FIL LEA . I Ir . � � 1, I .1�1. I . I . . ,k -,�, 1 1. � I I . - . I I . �� I . I I 71, . I., I
coordinate t -colo T 1. I I % ''I - # . I I I . _.�,., 1. . . I I I I I I . .1 . :2
and r I I _� I .+ I 1 4 .. I . i . , I I - � - . I I I 1, ,� I ,
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I - I - I � . I I I . CF LN/&L r 11 I .1 . I � I - � I I .1 � I � , i .
specifico:tions-with Cardinal Industries representatives. I � . . . I I . � 1. I I 11, I 11 I I r_ � � I � I . . I ., I � - " � i 7 1 1 2'
. � I . I 11 � I . - I I � I I I . I I . � L e
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11 I I 11 . . . � � I I � I - � 1 5,_0 " __ I . I l-," � SLOpe . j, I . . I 1. I I - � � ,� 11 I I I _11,1:� 11 I .� - . I I
I � I . r. . , � I � � I
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I The I . � I I I I � I . .1 -7Z)P 6r-.G,RA'6t , . I L �., .� I . . -------
. . I I - I I . I I I � . 11 i
I (oil ac , , I . I I I I .
signed a I . . __ DOCK��SIDE OF STAIRS � . � � � 1 ?r3 @? - - . . I r7 , ,
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. 1 4-l-0 5 4 1. .14�0 T, 1) . . I I I �; . � , 1, � . I � . I �
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I F,how n I - � I I . . I ,\ !, � r I . eA. WAY , ` -1 � I I I . 1 I I I
iig ffnal equipment placement for review and approval I 11 . . . . I wu�ILITY - I I '_1 . I I I 1� ,
I � I lt/____�� . :, I . � ,, - - ,- �._ � - --- I � �T � 71 1 � -11, I . .. 11, I ". ''
I __ I I . I � I 11, 1.
I - � I I ,� � - . � . 1, Sp . . I �. � I �!, li 1
The pump�dls with I I 'I-- _1/ f I .1 i� .— — — - , — — — I � I I , , . i t , i
! V I � I � . � I — — . 1, I . I . I I I ,Mmi& ,a% N AMW& I 1� _. , I , , I . � � 11 �
I I I L- . r I �, . Z I � . .. . . I I � � . I . M N � I � : - ; � � I ,
- separate� cas , I I � ALL CLFAN 5�`IND,`I(L � 11 1 6' CoNr- - F VM r I � I 1; I DATE: ,.WAR.1 1 987, , 1
1 . I . . � � I", � I . I I . I ! .� t I
r e I . I - IFICA N 11 I I I I
I 1.
I
-wiih ouno. � .4. All I I . � STAIR PLAN I . r - -b57P r.. I I I I �� I � I EC . - T10 5 11 � .. .11 I - 1, ql: I I - I
� I I I I ionand Factory Mutual � I I I .. -1 - - - I � 11 11 70 95% M001r 1�1 I . I I I I I I . . . 11 �, . � I I 1, I � I 11 � .1 �� I .11 I
� . _L�1_ . I J� I I I I
s-'Zlandardl disci-,arge flange. The head shall be ) � � �- I I �, y�_Of/ I � . " . . ' 1 I 1, � 1, I ,�.�, ' .1, � .
� I ." . I I - I I �
. � I I �
1, I I I . . I . - I � I.: --I 1 _.� 11 , � �,
%. I � i I I .. .. I . I "! I . I � I JOB �'NO. C 1 7 6 7. �,., I
I I I I
. -
i I I � I and the fire pump contr - oller shall be � I I � _ - - . . I 1 P80 CMR D(�7'14S)TY " - I .1 �� � � I 11 ��,� I . 1, � N '11-". I" �: ''I . ,� I I '' I ,--]
' 1, I I
tested to 1-1/2 times the maximum working!. I ''I I rd Cl ass #1 31 2. Pump and controller shall - _ . N.T.S. - I . � 8 11-B 1`.� I 1 .1- � I � I I :� � . I I!, f � . ; I � � I 10 -1, -
lbut not less ump column pipe:� . . bear the FM label _____ - , ____ -I--- ----------- -I _____ ____ ____ I ______ I --------.- ------,--- __ -------.- .1 I I � I I .� 11 I � I,: Ala ED-NOTES ` 11 I - _,� ":_ , .,�,, � I 11 �,
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I � marked "Fire Pump Controller". I � -_ . I .. - _______ . �_ . �! . . - � . . I - ,,, �� - I
s�all ba furnished in sections not exceeding 101 in length, __ 11 . Aft - ACTIVITY NAME ------- __ DATE I __ -1 - _�. __ � - - - - __ I I I �_, , I .1 � I I � . � � I � "'.. I I I .�:-SHEET NO. , �' . I . i
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pi e weights � . - I I I %;onklin - Porter and Holmes I � - I . - I I 111- . I . �.., I.,:. I
I
shal 1 � be not less tha 2 � �, I _� 1 5. The -Contractor shall furnish as -built I .1 I DESIGNED BY: 1. B. I . � I "I 1 1 1 1 - I I I ..�� I , I I � � _j ,
. I I -11 - I . ,. . . , I I . I I
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- � ap d CARDINOAL INDUSTRIES 'I.: IN"`111" ,� I I I
. underground utilit . � � U N, "' '' I
I
Editi ot, . 1 'The lineshaft shall be open water lubricated . I I . ..ENGINEERS, INC. DRAWN BY: C.D.P. 3 8-4,87 ADJvsrau,4A1,, R6rAf,ova ,-e1,-tR,s4,?a, J 'IV. // � I �, . � I � . I I I I
, � I I . '' I . . t . I . � I , . . " - '. 1. I � I I : ":1
cons ve renewable stainless steel shaft . va-1 ves. ,� . � � , ":.� � I � I I . � 11 7 1 1 �. � �'', I , I t I ��!", A% I �, �
I I I I . I . K_ � . I . .
, . :_ I . . I I I % � � I Epolk I I � i .
- - I � � -D )�1_oe?E5CerN7-LiG4T'1q6r& I. e. + � :
i 4 4 11 4 + r14n Ini � (�)I POST'OFFICE BOX 1976 CHECKED BY: 1. . ,-_. 6-ZC?-87 ,s7/D0e .K1=1A1 01 AMY E:Af%ll 111""100 'A I 0 , �, �
I , e I � I . . . I , . � �. , I
V A %. V V !I ,I , . I � IF W I , . : � 1%0 Z I
I I I 11 I 1 500 W. FULTON STREET -. 11 . . , I I I I 1-1- I I . .1 I I .
I I i . - - I c - . I �,� I i
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I 11 - I I �_ � I � 11 � I 11
I Bronze bearing retainers with rubber lineshaft bearings 11 ''I I - . - I APPROVED BY: . I / L2497 'k;e�-V15,-0 4LOE7 OA�,4`1'� I (15 1 1 1 1, I - I I ,�, r .1 '�i�, : � .
� : 11 SANFORD, FLORIDA 32772-1976 1 1 . I �� . I , - . I � �
� ;� shall'be h � I I I � � I I I ��-, ,�,:, . . I � I 11 I . I � � - IPA,f , �_ I , �
I �
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�
'I: - I I I TEL 305 322-6841 TEL 305 831-57,17 REGISTRATION NO.1 21798 REVISION ' � I �,:"v� �, � 11 1: , ., :T� I -_: AUG" I 8 , ': 1.
. i I . I � � I . �,al �� I . I I . ____ — ____ I 1. 1. 11. . I I � I � I � I -1 I �� ,� I - .
0 � ------- -- 11111111 1110111111111111111011ififillifill -_ - , I I - I
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. - � __� �_ - __ __ - - � �1 _ � - - - _J - . - � _ , _,� , I � I _____ � ______ - _1 — - � 1 $ I- - , I _k, , 1. o I - - I .
=
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MANHOLE! FRAME a COVER SPECIFICATION!
TRAFFIC
!BEARING
- HEAVY
DUTY
MINIMUM
WEIGHT:
TOTAL -
400 #
FRAME -
250 #
COVER - 150 #
NON -TRAFFIC BEARING
- LIGHT
DUTY
MINIMUM !,WEIGHT:
TOTAL -
2 50 #
FRAME-
150 # `
_
COVER-
100
-EQUIVALENT!,
PIPE DIAMETER "M"
UP TO 27"
27'1 TO 36"
4211
48"
CONCRETE A__ ....__.._
BASE'COURSE
NOTE: WHEN AN AREA INLET IS CALLED FOR
ON THE PLANS,'USE A TYPE "A" MANHOLE WITH
A. FRAME a' GRATE IN LIEU OF A FRAME a
COVER. MINIMUM WEIGHT: TOTAL - 400 #
FRAME- 250 �fE
GRATE- 150
NOTE 1 IN LIEU OF CONSTRUCTING MANHOLE
I
5
NOTE SEMI -CIRCULAR CHANNELS
IN GROUT FILLET TO CURVE
TANGENTIALLY TO INCOMING MANHOLE FRAME 8r "COVER
SEWERS (TYPICAL). (SAME AS DETAIL AT LEFT)
8" ASPHALT PAVING '
MIN. MINIMUM OF 2 COURSES
OF BRICK 41
cli
i 24
24' QIA. I'• M
� N
N711
MIN.
1/2" CEMENT PLASTER
- 8" BRICK WALLS
IIM11 IA. IIMII
D IX,/ —ALUMINUM LADDER STEPS IF
M H DEPTH EXCEEDS 41- 0"
6REINFORCED CONCRETE SLAB
,• : WITH 4-#4 RODS EACH WAY.
AND INLET WALLS OF BRICK, CONCRETE F. L. - F.L.
RING CONSTRUCTION CONFORMING TO A.S.T.M. GROUT FILLET
SPECIFICATION C478 MAY BE SUBSTITUTED ELEV. It
ELEV.
AT THE CONTRACTORS OPTION. BRICKS FOR 6 '� 6
MANHOLES AND INLETS SHALL BE SOLID ;
BRICK AND ACCORDING TO S.R.D. SPECS. ,, e
—�- —�-- - -,�. =--r+ —=—,. ----o
NOTE: OMIT ALUMINUM LADDER STEPS 6" REINFORCED CONCRETE SLAB
UNLESS SPECIFIED IN THE CONTRACT. WITH 40-4 WWM
DEPTH GREATER THAN 6�- 0DEPTH LESS THAN 6'- 011
DIAMETER LESS THAN 5'-0° ANY DIAMETER
STANDARD TYPE A MANHOLES
s"
2" R.
NOTES " 3/4" R. 811 1
3 R.
I. ESTABLISH TANGENT EXISTING : 2' - 0"
PAVEMENT PROFILE o — —
20' V. C. - = I DETAIL of CONTRACTION JOINT
10' / EXISTING PAVING I r•
IN STANDARD CURB 81 GUTTER JOINT 10' CENTER TO CENTER
TTrrT-(MAXIMUM)
1
n mom-,„ 8" 611
PROPOSED STREET � SURFACE MATERIAL
PROFILE. 2. ESTABLISH P. V.I. AT 10' FROM EDGE 2 - ® —TOP OF FINISHED PVM'T.
OF EXISTING PAVING. /� /� TO BE 1/4" ABOVE THE BASE COURSE fi
3. ESTABLISH 20' V.C. CONNECTING PROPOSED STANDARD GUTTER CONCRETE CURB & GUTTER LIP OF THE G TTER. _
TO EXISTING PAVING. .
PROPOSED STREET 20' V C. SEE NOTE 3 ABOVE.
PROFILE
10' EXISTING PAVING.
1i i1
C X 12 CONCRETE CURB
GUTTER LINE/ DETAIL of CONSTRUCTION of BITU INOU
EXISTING GUTTER LINE
7t7
PAVEMENT WITH CURB 8i GUTTER 01
SEE NOTE * I ABOVE
#5 BARS AT 6" CENTERS
B BOTH . WAYS
L
SEE NOTE 2 ABOVE GENERAL NOTES
1. The concrete for curbs shall be Department of Transportation
METHOD of TRANSITIONING PROPOSED PROFILE
Class "B" concrete, and have a compressive strength of 2800 psi.
2. All curbs shall have contraction joints and shall be constructed
TO EXISTING PAVING
at intervals not to exceed 10'-0" on centers for all curbs.
Conklin Porter and Holmes
ENGINEERS, INC.
POST OFFICE BOX 1976
500 W. FULTON STREET
SANFORD, FLORIDA 32772-1976
TEL 305 322-6841 TEL 305 831-5717
ACTIVITY
NAME
DATE
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
REGISTRATION NO.
NO.
DATE
REVISION
APPROVED
STANDARD JSCALE: N 0 N
1
2/3 D, 8"min
�.W
L—� W
PLAN
E
E
D/4 III=_t11=III=Ip
SECTION "W-Wig
THRUST BLOCK FOR
HORIZONTAL BEND
NO SCALE
(PLAN
D/4
.D.'D'.v ll
7!+ p •�,p ul
it 51, HMI=
ELEVATION
3
Carry conc• to
solid ground
THRUST BLOCK FOR
VERTICAL ELBOW
NO SCALE'
I
I,
Existing pavement
5 reinforcing in 7" slab on top of Existing cast iron
III Saw -cuts to remove existing paving, where shallow manholes where cone is omitted
Ill Unt15m edbackfill rounded to _ open 10 water main. Pro osed cast iron
P P 10 O.C. E,W. --I-- water 'main
compensate for settlement. Resurfacing' Extent indicated- elsewhere
G II A d I BACKFILL on these plans. The. cone is omitted and a slab �i
X Il _ - X e , o v as shown, is used when the EL _
G A _ dimension le than:
Q v is less
- = b 0 _ _
APLAN gl 1 I =111=III=1 q Effluent �, Gate Valve
E Sewer
III „ III II_I i� 1'-0" It6" Concrete slab u I`-0" " I Cutting- in - sleeve` or
Double acting 2/3 D, 8 min. III lil N! - II 5-0�8 tee and sleeve.
III steel wed a Ill III 11 ITI '!i 5-2 10 r
III TT I 5''-4" 12° \ _J
Carry conc. to PLAN _ _ ;II II 5,_7„ 15� �\
III ICI III III 5-10' 18 �
solid ground e-7/'. - BACKFILL - BACKFILL'.`�"'
A I'-0° III [TI i iu BACKFILL
D/4 // II► (See Specs) III ur (See Specs) iir ° -
_ III ,
D // - _ T = Compacted to 100 /° '
1r
lu
I_IlIiI
_iilill III II -iil II
n
„ d.
Gate Valve
umaximum density as 3 -6 O Existing cos
t iron
11 water maindetermined by A.A. min.IF S.H.O.-T-99 PrQT oposed cost iron
n . II water main. 2'-0" min. 2'-0" min. D v2'-0" min. Approved granular backfillD/4 L PLANII 12 layers anampeELEVATION
III 1!I I' 0" Final adjustment of
SECTION ��X - X L - - �� Manhole frame and lid equal to 3-0 i .
ul 6" 6" 1 -0 6 II Neenah R 1040 with a type A manhole cover to grade
I'-0" 111 !II in. in. lit non-rockin lid. (400 lbs. for to be made with brick TYPICAL INTERCONNECTION DETAIL
SECTION Y-Y lir frame and lid) 9
courses (2)
THRUST BLOCK FOR TEES � hl _ I g 1-- _^i (No scale)
NO SCALE -
NO SCALE II 1 D D lil D I, D 6 7 I 7„ NOTE: Blocking shall be provided for all fittings
THRUST BLOCK FOR — — —
as shown elsewhere on t his sheet.
VERTICAL 1/16 & 1/8 B•ND
V II= =I =I = 1=III V � tt D III iTl 2'-0" brick I
III NOTE: Embed *6 bars - 22" and paint - I I 6 � I cone I 16
I 1 Top slab (where
I come omitted)
exposed bars with two coats m-------- Manhole steps to be I I
Existing water mgi_n
standard cast iron or I
I III C of approved bituminous point. IIII Over excavation standard aluminum @
-� Approved granular backfill / !
PP 9 placed in 16 O.C.
L 6" layers and tamped by hand. Cement luster
I =11 = II-III=III= II Over excavation to be filled with
Cement p i Proposed water mair '
approved tamped material. Typ. i plaster outside (I/2") i ----
Carry cone. to E " = i
PLAN solid ground Tamped fine or granular material
p g � Steps @ inside (I/2) Z 11 .. Z
16"O.C. 2G - I 2A 1 >�o
A to spring line of pipe. For "D" 27" or less M 4'-0" '�'
Untomped fines or granular mot-
''•a'• -. II erial. For "D" 30" to 36" M 5'-0'� onstr.
TRENCH UNDER EXISTING " " " varies m Clow F-1290 cutting in tee
For D larger than 36 or approved equal, tee
D B TRENCH IN EARTH TRENCH IN ROCK DRIVEWAYS AND STREETS special manhole. and cutting in sleeve.
. a•. ,� Cone.
III=III=III=III- NOTE I. Trenches shall be s narrow as ossible to allow for safe and \
III-111=111= 4 „ P proper water main installation. Trench sides shall be 16"max. fillet
vertical to a point 1-0 above the top of the pipe. Above the point sloped sides may be used if conditions permit, but
should be kept as .near) vertical as PLAN
2 4 . 2' - O„
SECTION V-V 2. For trench in p finder fillsy arba a dum spossilbl marshe I ' 9 g P Q s, muck soils, or places where harmfulI corrosive conditions -� max.
exist, pipe shall be protected with at least 10 of sand or limestone screenings on all sides and tamped by hand
THRUST BLOCK FOR CAPS • o in 6 layers. See Specifications. No additional compensation for corrosion protection of a pipe will be allowed.—s-—r--1r`-i--r_Tr Concrete thrust block
NO SCALE 3. For open -cuts of existing pavement where permitted, the o v e �6"
,, P pavement replacement shall incorporate 6" thick conc- 4x4 4/4 WWM or A
rete slab bridge on not less than 1 0 of undisturbed sub -grade on either side of trench and constructed to '3 at 10" E.W. Gate valve
provide for type and thickness of wearing surface to match existing pavement. 11 Poured conc.
D A B C E F G H J K L O.D. of M.H. wall I+ 12 base V.
TRENCH DETAILS SECTION t
TYPICAL- MANHOLE D/4 Concrete foundation block
minimum thickness of 3"
SECTION Z-Z
NO SCALE for full width of valve
( No Scale) ,>•�
k...
Cone. Collar: 6" Thick with4 Bars all around INTERCONNECTION OF EXISTING
3 Clearance � Ground surface
THRUST BLOCK DETAILS AND PROPOSED MAINS
g Conc. collar 6" thick with ##=4 bars all around
I
' Cast iron or concrete meter box Cast iron service box L0 '
Sanitary Sewer Main
3" Clearance Goose neck if required by City or
tit= o.. Utility Co. - called for on general
Corporation stop Corporation stop # Finish grade water notes
I Plugged 6 " service I ine
Service line (See notes 1814) Service line (See notes i18,4) Corporation stop Mueller; connec- i 10'
Meter and I „; o,,, o Lion shown is to a cost iron main. Minimum depth as �=
'Water main meter box—� Water main I -0 (See note 3) Cast iron °Do°o,° 0 o oe °
I J , , o o, , o Double strap saddles or specified for main S=O.S /o min. �I III
- , valve box oo I o Dry well rocks --
I _
o,000 o n0oo clamps are -required on
I °pp0v o°°c ' —_
o o o o PV.C. or A.C. mains 6"Wye branch with III , 1 III
Cover to be 48 " absolute min: _ r
30° L.R. bend. i
Curb stop Curb stop o00 , o ;<�\ i III
L_ I and not to exceed 60 at fE III
Concrete thrust block Water, main Contractor to field Cover to be absolute min. of I unless noted otherwise.
6' service line I III\�� 1 6'' III
I'-C)" (See note 3) Meter and dimension unless 48 ° and not to exceed 60" I I D+ _
meter box •°• •o. Service pipe � I
2 Gate valve + specifically dimension- at F?_ unless otherwise noted.
III�II�11, ed on plans. S=0.50% min. Ijll ----.1 III DOUBLE SERVICE SINGLE SERVICE � O � T _ •
Brick Cur b stop Double Wye branch - I i D/2 III
6' Wye branch with 4 x 6 x 4' (plugged) III I i
BLOW —OFF DETAIL 30° L.R. bend. I:I
TYPICAL UTILITY'S WATER SERVICE LINE (No Scale) _
NOTES: I. If water services are to be a part of the construction ( No Scale)
CURB STOP DETAIL III concrete III
the service line materials and locations of will be SINGLE SERVICE DOUBLE SERVICE
noted on the plans and, or in the specifications, NOTES: I. This type must be used where meter is located in building. NO SCALE NO SCALE Ill
I!I _
2. Limits of construction shall be from water main- to
Meter is to be furnished with adaptors. NOTES L All bends to be long radius, = Ill
curb stops unless otherwise noted by the plans or specifications. 2. Service boxes to be C.I. of Mueller Hays, Ford or equal. 2.Type of material to be used, to be called out on plans or specifications.
3. 1'-0" to be used where municipality or utility com- Meter box, Cost iron or concrete Type Manufac it 3•Plu s or stoppers PLAN
g peers shall be manufactured for use with the service
pany does not require otherwise. line specified and shall additionally be subject to approval by the
4. Size as shown on plans.
U= tl_!1- fl - Engineer and Utility Director.
I-11JI� = -
i.
E
E
4„ 8t 6„
8„
I I"
I'- 31'
8„
8„
8„
3„
2 6„
2,-6„
31d„
8„
911
1' _ 2"
I'- 8„
9„
10"
9i,
3„
3'- 0„
2'- 9„
4'- 0„
1.0"
10"
I'- 6"
2'-1 "
10 If
1'-0 It
I'- 0"
3"
4'- 0"
3'- 0"
4' - 6"
12"
1'- 0"
1'- 8"
2' , 6"
1 1 If
1'- 3 it
I- 0"
3"
4'- 6"
1-
6"
4'- 9"
16
1'- 2"
2'- 4"
3'L 4"
I'- 3"
11- 8"
1'- 4"
4"
51- 2"
4'- 0"
6'- 6 it
® II1 4.When service lines connect to a manhole, the invert of the service
III line shall not be more than 2-0 above invert of manhole.
coupling Road Surfoce Ground surface S.Not all single service lines may be 4", some may be 6" at 0.50%
slope for elevation reasons. See plans for locations.
18"min. Ill
);pe Sidewalk
3„Clearance-1 I- III
Me ter .6 ul .6.r_ill= o
I III I Removable I/2 galy pipe - Place riser ogoinst(II
--- _ 111 ' ° ' ' •'' TYPICAL SEWER SERVICE LINES UI undisturbed earth
o.� III lu III_ _ =11ry1 =_1n Threaded cap Ill
Conc. collor 6" thick with 2W4 I - III
bars all around NOTE "B" In lieu of concrete cradle and concrete encasement detail as shown
Waste Opening_ contractor may, with Engineer's approval, substitute cast iron pipe for
Standard concrete thrust block 36„ concrete cradle or concrete encasement. No additional . compensation Service box _ i1 11 II Jiril-2"gals. casing pipe lIl III }�
Long radius fitting ,
min. Course granular for cast iron pipe as an approved equal for concrete cradle or con- Ijl II Ijl (typical both ends oflll
Water main b •kf ll mete encasement will be allowed for unit price bid contracts. I _
ac i riser ) III
TYPICAL DESSER COUPLING CONNECTION An le valve curb either u1=I-:nIU" „_ For cast iron pipe in cinder fills, garbage dumps, salt marshes, muck II II►
g P -_ D r Cast iron tee ° n = -
CA ST I R O N PIPE TO STEEL PIPE locking or non -locking as Lh -°. °. o{ soils, or places where harmful corrosive conditions exist, pipe shall I) I� Concrete III
directed b the City, Utili y .6 - 1 -0' be protected with at least 10' of sand or limestone screenings on _
I 0 I If Wye branch III
Service line Y Y, all sides and tamped by hand in 6" layers. No additional comp- II „ p
Co. or by general water notes., III• _ b °, �=, I'-6" e n s a t I a n for corrosion protection of pipe will be allowed. a 112 ells I,-6„ II o (typicol)II�
�•
_ �..: p .a. I - 0" x I -0 x 6" I v , D/2
III itr-ul-lit °a: ° °. °. Iliconcrete block
Proposed gate valve p1-IIf�Iti=UF�tI= Concrete foundation block �- -Iit i I�iUI ° p ° ; o
to be inserted (No Scale) „ Concrete blocking to + Curb stop Brick
T12
TYPICAL METER INSTALLATION (No scale) 6 x 2 6 rest on and extend to voter main - -
NOTE: Meter and meter boxes ore not included in this work FIRE HYDRANT SETTING undisturbed soil behind Undisturbed Soil
hydrant for full width (No Scale)
Existing water main Existing water main unless noted by plans or specifications. NOTES: I. In order tokeep placement of Fire Hyrdrant between of hydrant AIR RELIEF VALVE DETAIL N0 SCALE
�1 tiHOUSE. S EWER CONNECTION W)TH R;ISEP
curb and sidewalk, contractor may need additional - NOTE: See detail of Corporation stop, on Curb
fittings such as elbows., etc. from the main hydrant. Ifl, ! NOTE I. Riser to be carefully protected when b�r,y� idling
stop detail to prevent disturbance.
2. Although water main is shown under street, this does II = Back fill placed according - '
III ,�� not indicate that this is always the case. See 1 to specifications. 2. For size of riser see specifications.
= o• v. •,- 4 :'o: Concrete foundation block. Dlons for locations. - II
III- =11 -III=11_;{ =1U Minimum thickness of 3" for III 9„ 9'
I!
Clow F-220 cutting in sleeve full width of valve - fll Il
II
or approved equal 12" maximum III
(No Scale)
-Illy 11= 1� I l- 1- - �. : 9 .V II -
DETAIL FOR INSERTING GATE _ _ = lil v 6
VALVE IN EXISTING WATER MAIN T T I � � III GENERAL NOTES
'
b Limit of concrete cradle or saddle NOTES I Alternate type pipe joints will be approved as indicated in the specifications,
III _Q __ O _ when noted elsewhere: or general water notes.
=1 =11 i
_ _ _i 11 ° 4 2. All concrete to have a 28 day compession strength of not less than 2500 PS.I. =u - Q f{ I ,
FIT 3. Typical detail as shown, on this sheet are to illustrate the Engineer's intent in install-
12" maximum = n in water mains and are not presenfed as o solution to all construction
Roadway surface III r . _ 4 1.or D/4 whichever is renter
9 problems encountered in the field. The contractor may alter method of con -
PLAN JII=1I-
structIa to suit field conditions providing he submits proposed alter
note `to the Engineer and/or Regulatory Agency for approval and uses of
11=III_p= 1=111-11►�► III III --II=I =1 (No Scale) Encasement shall be poured in two pours, and shall extend material as designated in the specifications.
i
- full width of trench.
III 1 Complete encasement shall be used at locations shown on
III 11 the plans, or at locations ordered by Engineer. See note "B"
Standard concrete thrust - L
III _ tll= III =1n = rU= lII
lock for tee _ = Adjustable roadway b ..
Water main .I L valve box I_Iplll- = 6 _ - lulu
Al In-u _r -I i_It =ft _III- J ►_lu=
UI e ff
Cast iron tee iji hI Gate valve 2p TYPICAL CONCRETE ENCASEMENT DETAIL STANDARD SANI TARY
SCALE: NOIt
SECTION T-T NO SCALE +^
S E W, R
DATE: MARCH 198
o MAXIMUM BELL HOLE ELEVATION
lu• v.:. D O ;, ?' Concrete foundation block EL 0 E III
minimum thickness of 3" NOTE Pipe shall be continuously supported following _ 1`10 D W A T E OR DETAILS _
JOB NO. C 1 76 1.00
i for full width of valve.
backfill, the maximum bell hole excavation will
ACTIVITY NAME DATE SHEET NC.
be as shown.
1
DESIGNED BY:
r"- a I ^ r ®I r- f— r% e% I i I #% AP%k A ,1O& 111111MI& 2 ws 2 A 8 ■ Sk a ors a a AlI+s vamp w ,rrur s3fio. 0 m' 0