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1' CO
y6' 12' / VARIES / VARIES VARIES 14' if"I 15" GA.278 PROPOSED BLDG 4§1 02S a
4 IDINIFINIM §
PL
: \,, FIE = 70' ,I* '
iiiiiii, III
i i PSI ill O REINFORCED WITH FIBER MESHK 28 DAY, 3000 Nil'11BB
I » > EXIST. GRADE I „ ” ��Ili �
SECTION A PROP. W.L. SUBGRADE, 12" THICK TYPE B , MINIMUM LBR 40 ��LL
COMPACTED TO MIN. '18% DENSITY PER AASHTO
T-I80.
PILPROP• BLDG. R/W CONCRETE PAVING DETAIL
18.5
, /
10.5' I I
NOTE: x
FOR ON-SITE DRIVEWAY THE SUBGRADE %
-
COULD BE DELETED & CONCRETE THICKMESS
1111. ZO4COULD BE REDUCED TO 4"F.F.E = 7.0" e
O
SECTION "B" PL o
I 0~0
i U`a''o
PROP. BLDG.
EDGE OF 3 w 5
PL
4" CONC. DIRT ROAD a a w
le DRIVEWAY S.
18.5' f3'
'PROJECT NO:1
2014-31
PROP. BLDG. PROP. BLDG. •• FILE NO:
GARAGE SLAB 1 DIRT ROAD D DvGla,14-3r
DESIGNED BY:
i \- FMI 8Wx8D FTG. DRAWN BY:
1 W/ #5 CONT. 12V/x120 FTG. FM
1 • 6" CONC. W/ #5 CONT. APPROVED BY:
dPPROP. W.L. W/ ® R/W N.D.
F.F.E = 7.0' 1 -F.F.E = 7.0" 3' MIN. COVER DATE:
11/11/14
SECTION "D" @ DRIVEWAY DRAWING NO:
C—3
SECTION "C" . OF
,
NOEL DROOR
P.E. 37259
.„J EB-0007218
RECLAh1ED WATER PLASTIC METER BOX HYDRANT TO BE PANTED ® THE FACTORY
(EXAMPLE: DEXOI PLASTICS, MODEL No. W/ RUSTOLEUM HIGH-PERFORMANCE EPDXY
t/-
DXI419-12CIR, WI H PURPLE PLAS IC 9100 SYSTEM, COLOR #9143 YELLOW. CA2. d
TOP ANv IRON READER LV) ___ °�W
POTABLE WATER 3'x3'xl2' CONCRETE COLLAR ;EI
2'x2'x4' CONCRETE PAD
PLASTIC METER BOXIIMMI
WITH 8 I'1. POLYETHYLENE
1.:41
BETWEEN BARREL AND C. '''E gon, VALVE BOX
4'- I����� I 4' EXTRA Wf2E N BOX II
� i._i► + Ili^ ii 111 11
T��� Pitt•� ALIGNMENT RNG IIIIII1I II
3/4' CURB STOP 3/4' METER #I2 CCS�,� 57 STONE 6' GATE VALVE (MJ) �IIII Y
_ ANCHORING TEE
PAVEMENT THRUST BLOCK ,iirI�I THRUST BLOCK
TYPE 'K' 'Q'•.IlillIIIII
I I r4
1i_yr
COPPER SERVICE \ 3' MN. COVER _
iHYDRANT VCE stwi.8E RJ
CC CORPORATION STOP sower)EPDXY COMO(6 ti. PIPEmmCXIE58 tt&)N ACCORDANCE OR
WITH AWA-C-550 ANCHORNG NIPPLE
NOTES:
BRONZE SADDLE Pi
♦ TRRAFFiC RATED H-20 FOR I. CITY CREWS WLL APPLY FNISH PANT COAT.
',:.... ) METER BOXES IN HIGH TRAFFIC AREAS 2. HYDRANT RISERS WLL NOT Be PERIITTED. a g c
��� \ SEE APPENDIX A. APPROVED MATERIALS 3. FRE HYDRANT WILL HAVE 18-8 TYPE 304 STANLESS STEEL r'4 -
BOLTS AND NUTS (BONNET, TRAFFIC FLANGE AND SHOE). 0 4
of i' 4. SEE SPECIFICATION 1.2.5. 1 U -
�,. . k 818
OREFER TO THRUST BLOCK NOTES AND PETALS.
REUSE OR WATER MAN
TYPICAL SERVICE LINE FIRE HYDRANT DETAIL o -o
o
NTS NTS Fer
Ug2_
J O ..
U 1 O_
W N
4' EXTRA WIRE N BOX NOTES:
I. PVC PPE OR DUCTLE IRON PPE EXTENSIONS a a O:
ORLL 1/4' HOLE N WORD 'RE-USE SHALL •
NOt BE USED ON VALVE BOX WStALLATION.
BOX 3' FROM TOP OR WATER ON rFINISHED2.
FINISHED 'PROJECT NO:
CO24'x4' COVER GRADE IF THE DEPTH OP THE VALVE NUT IS GREATER THAN 48' BELOW GRADE, OR 30'
2014-31
CONCRETE PAD / BELOW GRADE AND UNDER THE WATER TABLE, RLE
��r�� A VALVE EXTENTION WLL BE REQUIRED. P.I DI E NO:-31
DESIGNED BY:
ALIGNMENT RING SEE VALVE EXTENSION STEM PETAL. NE
IN
57 STONE I�� 3. PROVIDE A PLASTIC DEBRIS SHLLD/ALUGN'1ENT RING DRAWN BY:
. I VALVE WHICH INSTALLS BELOW THE VALVE ACTUATING NUT. FM
1. THIS SHIELD SHALL CENTER THE RISER PPE BOX APPROVED BY:
G #12 CCS OVER THE ACTUATING NUT D MNIPIIZE NFLTRATION. N.D.
DATE:
,...._
4. LOCATING WIRE SHALL BE CONTNUOUS WITH NO 11/11/14
DATE:
1 SPLICES AND SHALL EXTEND 24' ABOVE TOP OF COLLAR. DRAWING NO:
'�III�1II��I�I: TA1 � BE COLOR COOED TO MATCH THE UTLITY
INSC—4
/
IIIMI 1/3"x18
CONC'x4' S. FOR NEW CONSTRUCTION, THE VALVE BOX SHALL Be
`SH 4 of
CONCRETE PAD ADJUSTED TO MVRANGE TO ALLOW FOR FUTURE BOX
GATE VALVE AND ADJUSTMENTS. NP.E 3 205 R
VALVE BOX DETAIL THS PETAL APPLES TO ALL BURIED VALVES. E.
NTS
EB-0007218
E i
THRUST BLOCK NOTES b I I DUCTA.E IRON WATER OR REUSE MAN b
SANITARY HAZARDS (SANTARY SEWER, J„� I FORCE MAN & STORM SEWER) \(/� �+
I.) WRAP AU. WINGS WITH POLYETHYL E►� ��L� I - 10' 10' I
FLM BEFORE POURING THRUST BLACK, C3,
MAKNG CERTAN TO KEEP CONCRETE AWAY 7J1�1[� /
SANITARY HAZARD �
FROM ALL BOLTS, GLANDS, AND FLANGES. 4' 6” MN, 12' PREFERRED 3 MN
2.) THRUST BLOCKS TO BE POURED AGANST REDUCER BEND (SANITARY SEWER, 6
UNDISTURBED EARTH.
NTS NTS FORCE MAN, REUSE MAN
li Ds
STORM SEWER. 0 (10' PREFERRED) � Q
3) REQUIRED VOLUMES OF BEARING AREAS TO Q, `1;OW& RE-USE OR WATER)
BE AS SHOWN N CHART. ADJUSTMENTS, IF ./I1 7'.lTc .� �� 3'MN MN 1II1p11 g
NEEDED, WLL BE ALLOWED TO CONFORM TO •" I
m ''✓
TEST PRESSURE APD ALLOWABLE SOL BEARIJG { 1 111111i: $$
ill!
STRESS AS SHOWN N SPECIFICATIONS. 4r- 10' 10 3F3
4.) BEARING AREA FOR TRANSIT BLOCKS ONI� I I b WATER MAN {� 4II�I Q
90' ELBOW TEE & PLUG I I DUCTLE IRON WATER OR REUSE MAN 0
HORIZONTAL BENDS IS BASED ON A TEST WS NTS HORIZONTAL CLEARANCE
PRESSURE OF 150 P.S1. AND SOL BEARING r
STRESS OP 2,000 P.SF.. THE DEPTH TO THE <w `
THRUST BLOCK BASE TO BE EQUAL TO OR f� "� ',i[n�;` 30' or > PIPE MAY BE
GREATER THAN TWICE THE HEIGHT. (EXAMPLE: �11 1E t�llTilt VERTICAL CLEARANCE PVC PER CITY SPECIFICATIONS
F BLOCK IS 2' THICK, THE BASE IS TO BE . �3__. . rj qD. 30' TO 24' PIPE TO BE
NO GREATER THAN 4' BELOW GRADE.) DIP PER CITY SPECFICATIONS -
5.) VERTICAL BEND THRUST BLOCKS TO BE THE TYPICAL REQUIRED SEPARATION
SAME AS HORIZONTAL BENDS. CROSS & PLUG TEE NTS PER FDEP 62-555.314 Qi
NTS NTS
6.) BEARNC AREA OF THRUST BLOCK TO BE NOT OPTIONAL SECONDARY 2' DOUBLE CHECK OR H c
LESS THAN ONE SQUARE FOOT. REDUCED PRESSURE PROVIDED BY CONTRACTOR \ w q
DOUBLE
CAN BE NSTALLED WITH A TEE BETWEEN METER 1 PROP D JUIPER d a E_PROPOSED
K OR 2'RD OUBCED ANID BACKFLOW FOR ON SITE TEMP WATER METER FLANGE
MINIMUM BEARING AREA (SQ. PT.) PRESSURE ZONE AOK ':0 A"P
BACKFLOW PREVENTER er"'• Ti . NSTALL) U
(PROVIDED BY CONTRACTOR) r O :
PIPE SIZE PROPOSED 2' U 1-
PROPOSED
PROPOSED 2LE?TER 4" 6" 8" 10" 12" 16" 20" =ALL VALVE GATE VALVE OOA I-I/2 2-3/4 5 7-I/4 10-I/4 IS 27-I/2 2' ' o R�eeN�D
B(22-I/2) 3/4 I 2 3 4 7 II GATE VALVE 0 _
6 (45 ) I 2-1/4 3-3/4 5-1/2 8 13-3/4 21 0
ej�lz. ��■SII 1'P�\y,'� 11�■��?��i 'IM's . o
C 2 4 7 II-1/4 14-1/2 25-1/4 3q Oo —
NE FIOQES N NQS TAKE TI T AREA OF CoH BLOCKING OCKING ACANST 711E VERTICAL ("P�Q•':'Q f'7PRESSION') 40 w z
N�TIQI WALL OF 1IH015NMIBFD EARTH N=PRE FEET AT 2000 P.S.F.SQL BENiN'CAPACITY. I1/V, PLNGS') w O
GRADE I GRADE a w g,
THRUST BLOCK BRASS OR a
GALVANIZED •• e•
._BCEMENTY SUPPORT CONTRACTORT f BRASS OR PIPNG or
NOTES & DETAILS No PVC CL Ir,
A CITY Of COCOA INSPECTORPVC 'PROJECT NOS
NTS TO CHAN AND LOCK NEW MAN 2014-31
2' CORPORATION STOP pR I=� LNE VALVE (N CLOSED P. "
(TYP. 2 PLCS.) VALVE ' F LE NO:
VALVE m CC oo PROPOSED DADMAX14-sI
NOTE: PBRRO�PIO2 �:.I ;�� TTYNStALLOCCITYNOCKCTOR 'Of1 SADDLEBRONZE
RDESIGNED BY:
ALL NEW WATER MAN PIPE, FITTNGS, VALVES, AND FIRE HYDRANTS BE
N CONFORMANCE WITH APPLICABLE AMERICAN WATER ASSOCIATION SADDLE 1 O I, T DRAWN BY:
(AWWA) STANDARDS, THAT ALL NEW AND RELOCATED WATER MAN PIPE �' 'I' ` `
AND HTTNG CONTAN NO MORE THAN EIGHT PERCENT LEAD, AND THAT d APPROVED BY:
lif
FM
ALL PACKNG APD JOINING MATERIALS USED N THE JONTS OF NEW I l
OR RELOCATED WATER MAN PIPE BE N CONFORMANCE WITH APPLICABLE ---••.� EXISTNG N.D.
AWWA STANDARDS. NSTALLATION OF SWAB N PROPOSED
RAN WATERMAN NO TEES OR SPIGOTS DATE:
NEW WATER MAN TO BE a UPSTREAM OF METER 11/11/14
FLUSHED OUT WITH JUMPERDRAWING NO:
ND
ASSEMBLY AWITNESSED JUMPER & METER ASSEMBLY
C—5
BY CITY OF COCOA NSPECITON Nis
`SHEET 5 OF 5,
NOTES:
AGI(BACKFLOW PREVENTER TO BE TESTED AFTER NSTALLATION. I. REQUIRED AT ALL CONNECTIONS BETWEEN EXISTING ACTIVE WATER MANS NOEL DROORN
CONTRACTOR TO PROVIDE TEST RESULTS TO INSPECTORS. AND PROPOSED WATER MAN t"IPROVEMENTS. P.E. 37259
)I(INLET: AWWA TAPER ("CC") 2.ONLY EXCEPTION TO JUNIPER AND METER ASSEMBLY IS NSTALLATION OF
THREAD OUTLET: HIP. THREAD FIRE HYDRANT WHERE AN ANCHORNG NIPPLE IS USED.
EB-0007218,