SW1240601_Plansheet - Misc. Detail_20241001 (2)

IIIREINFORCING BAR SCHEDULE
1 MINIMUM CONCRETE BLOCKING (C.Y.)* I.D. PIPE REBAR SIZE "X"BAR LENGTH "X"BAR WGHT. "Y"BAR LENGTH "Y"BAR WGHT. I NO. REQ'D.
I
NOTES: II 6"-36" #5 2'-2"+O.D.PIPE 1.043 LBS/FT 1' 1" 1.1 LBS. EA X_24,Y_12 NnT FOR CONSTRUCTION NOM. PIPE TEES& 90, 45' 22 1/2' 11 1/4' 48"&> #6 3'-D"+O.D.PIPE 1.502 LBS/FT V-3"
I 12
DIA. IN. DEAD ENDS BEND BEND BEND BEND
1.CONCRETE SHALL NOT CONTACT BOLTS OR ENDS
OR MECHANICAL JOINT FITTINGS. I I THRUST COLLAR AND THRUST SCHEDULE
------ ---------------------
TAPPING SLEEVE -------------
-----------------
WATER SEWER WATER SEWER WATER&SEWER
2.SEE STANDARD REACTION BLOCKING DETAIL � VALVE ------------ ------------- 4 1/3 1/3 1/3 1/3 1/3
----------- ------------
- ---------- ----------
_ FOR AREA OF CONCRETE REQUIRED. """""""" """""""""=-
-------- ------
- -------- ---- ----
FLANGE 6"-36" '-7' " 2„ 3„ 4„
- -- -- ---- -----
1/3 1/3 1/3 1/3 1/3 48"&>
1'-8" 1'-6" 1'-9" 1'-6" 6"
dAr M.J. FITTINGS NOTES:
O O O cd 8 1/3 1/2 1/3 1/3 1/3 THRUST
COLLAR 1. SEE CONSTRUCTION SPECIFICATIONS FOR THRUST BLOCKING ON PVC PIPE.
p�p "- EXISTING 2. CONCRETE SHALL BE 2500 PSI&TRANSIT MIXED.
d ° O O 10 2/3 3/4 1/2 1/3
° 1/3
O O
3. REINFORCING BARS SHALL BE DEFORMED,AND TIED TOGETHER.
e a" MAIN `CONCRETE SHALL BE 3000 P.S.I. MIX. 4. TRENCH BOTTOM WIDTH IN VICINITY OF THRUST BLOCK(S)INSTALLATION
° SHALL BE THE MINIMUM WIDTH AS SHOWN ON STANDARD UTILITY
TRENCHING DETAIL.
PLAN SOLID CONCRETE OR BRICK c _ 5. NO REBAR SHALL BE REQUIRED FOR SEWER BLOCKING.
BLOCKING SHALL BE USED THRUST
AS FOOTING FOR DUCTILE COLLAR 6. THRUST COLLAR MUST BE FACTORY WELDED,ON BOTH SIDES.
IRON PIPE. P.V.C. PIPE UNDISTURBED
SHALL REQUIRE A 2500 UNDISTURBED
P.S.I.CONCRETE FOOTING. UNDISTURBED EARTH I "Y"BAR SOIL
ELEVATION 1� �1 I ---------- ----------- �' �' �' � --------- / �� �� �� CL � rn
-111- I l M I I-1 l 1= �I�- „A„a --" ---
,� to CD
4 - 12 STANDARD TAPPING SLEEVE AND VALVE ASSEMBLY II -
O °"I I�11 "X"BAR + O.D.PIPE U I 00
NOT TO SCALE
_
gRaa t) K►uc(< w )tK t4tar}1UR err - I-111i_ =II - II___ _____________ cN>
- ----
-�7pica�/•S'�WQ�ea ser��ee 11,�11�1iA a \ \ 3 MIN.CLARENCE
CD
------- - \� i i�, 0 z m o
z
MS TeL +,�Pe� "rP
NOTES: 3"MIN.CLEARANCE "B"b i < o X
2"x 3"hn brcts n• �e NO CONCRETE SHALL COVER •� J
S PP BOLTS OR GRANDS. REINFORCING REQUIREMENTS (J') ; Lr) w
�k-Douyl� SS Z Res;l:en1 Sec{ v�lre wl2' Stuare a�pera}t,� nkF BUILDING •ram' Q _rn U
s+�� +� STANDARD REACTION BLOCKING Q� �� WALL -� V
G+(-f Ma M15 Z NARCU �I M�It chef w/ KnacKl•J� `ecfr4•�{ U z
11,, y (,p_,aa oa STANDARD THRUST COLLAR r. a .� o
ULt,,Srj W�e� #F?a1.76 NOT TO SCALE
U,c} 4"`�P,"S CgtzSoN�.+vtfpsrk7E #i73a-/� M�-k.b� NOT TO SCALE � � �
o
N
45° �
�hn N
W� �l4s>; S{�•pin /.al Crwl r2ca < }+ w�J
a"x!-S"bast I/
L 1.5 /ilas�r� SS FLXAL
Uut�inq •' / FLANGE w
/ - w N CAP ------------
-
zQ I _ m
R 2 O 0 12"MIN.
2'S0R Ins pry Q 5 brass ni {t _ __ n SIDEWALK MAX 6" CLEAR
_ •_' SERVICE LINE TYPE K
w�'frRcu G7:r+� �
a��er5 /� /� /� /� /� /� /� /� /�/�//� UTILITY PIT ELEV. SOFT COPPER PIPE
,- , 4 NO JOINTS OR COUPLINGS
{roa DRY ° E_
°
CORPORATION COCK ALU
+�* �
of MS Te• - - IS',
COMPACTED BACKFILL U CONCRETE BRICK UNDER CORPORATION �4p s��
3'6"MIN. O W COCK FOR SUPPORT �r�4
Il r. d.2 owfle/ 1,5" x 12" --fer setle' F/t'x Fl? w/1.5"Wi v.lve a,,,J J,. , ckfck v wL- (TAMPED IN 6"LIFTS) z_ a_
SECTION WATER MAIN �%lb �J
�/ ' 0- MINIMUM 2 3/4"ROD
M-y bt Ustd FORD IT V�kH76 -12 B-1- -od'NL �'� /\ v a WITH BITUMINOUS COATING.
/ \, FOOTING o
2"1-IBReo Ma(c cdr} vs/ kn�rc(Cfe �jfr (es�r..�� � �\ \� SERVICE LINE TYPE K
/ e -- ------------ ---- - - ° - d -
�Qot70 fva-i GO-o 2 _ j\, ° _ - "°- SOFT COPPER
6"MIN. BRANCH PIPE
_ _ a-- CORPORATION
rr / 1 a //�� d-" ' _ "°- COCK
A .Tf re u;rt2 "{-a ek +v a d,(felen4 2levc4w,n u1&k1 uGL> `4, fo�1°w.n ���Iln S W1�1�1� / " ' \. a_ 4 CURB STOP
° IN VALVE BOX
-1-�.r �" svR 3,s" pd�� serVl(.f. � `l ) 5 5 ;a= � j�\���\���\���\�;\\ j\\\ "° j\� z_
- 1F GO D Sl1 q°° (ien� �'r \ \ \\�\\�\ \�� �
WATER METER i9VST/ LLATII H P /���� COUPLED ONE TIME /�/�/�/�/� �, 90°BEND r/1
- 4Ako D-r S1.p �cs fit .� VJ
NOT 10 SCALE " CONC.THRUST BLOCK CONCRETE BLOCKING °
- 1-EA-aCo KRULkIt , (oln) fe5�ftiint d - ��' /©0-o� 1/3 CY @ 3000 PSI 8 CU.FT.CRUSHED STONE MIN. MIN 1/3 CY @ 30D0 PSI PVC PIPE ° 4 -- THRUST
CONCRETE 7�
° ° - - "Q BLOCKING Z
= _° NOTES: UNDISTURBED SOIL PROVIDE VERTICALBENDS AS NECESSARY _ °- PLAN ^
APPROVED METHOD FOR EXTENSION _ V)
OF VALVE BOX a d ° TO INSTALL WATER
° d e- - a 1. HYDRANT TO BE PLACED WITH PUMPER NOZZLE FACING THE CLOSEST CURB. LINE UNDER FOOTING.
11"-91/2" 9 d WATER SERVICE TAP J
7 3/4"-8 3/4" a a" 2. TOP OF BLOCKING TO BE 2"FROM HYDRANT WEEP HOLES STANDARD FIRE SERVICE INSTALLATION AT BUILDING J
7 1/2"-7 1/8" - WATER ° 2' NOT TO SCALE 0 CD z
d ° 3. PAINT HYDRANT ONE COAT CHROME YELLOW AFTER INSTALLATION. o
NOT TO SCALE > 7 °° O
IF BYPASS LINE IS TO BE INSTALLED
° - °" 4. ALL HYDRANTS SHALL BE BY MUELLER SUPER CENTURIAN UNLESS OTHERWISE THIS LINE MUST BE METERED AS WELL Q O O z o
SPECIFIED BY THE TOWN OF SPINDALE. � w o
PER TOWN OF SPINDALE DESIGN GUIDELINES
° "" - - NOTE 6, J J u_
Or
6 3/4"-6 6/8', 6' ° < ° 4. ALL HYDRANTS SHALL HAVE A 5 1/4"BARREL WITH 5"STORZ CONNECTION AND CUP. 1 = z =
2' G � a �
OG�a, VAULT WALL
NOTES: TYPICAL FIRE HYDRANT ASSEMBLY =` ui
REDUCED PRESSURE ASSEMBLY
2'X2'X6"CONCRETE SHUT OFF VALVE#1 SHUT OFF VALVE#2 w w Q'
PAD REQUIRED ON NOT TO SCALE RESILIENT SEATED GATE CHECK VALVE#2 RESILIENT SEATED GATE o z 53"FL.TO FL. 1
VALVE WITH HANDWHEEL VALVE WITH HANDWHEEL w a CD
ALL VALVES. OPERATOR.SEE NOTE 5. OPERATOR. SEE NOTE 5. 3 Y - y z U J 1
CHECK VALVE#1
COVER w w O - o o O NOTE 7. /�
U a v,
a w m TO PROPERTY
TEST COCK#1 z
A w¢ 12° MIN. MIN.
STANDARD VALVE BOX 6 5/16"-7 3/8" 1 a a MIN 1 ® NOTE 11. 2"TEST FORT
RESTRAINED RESTRAINED o>�, NOTE 10. O
TOP SECTION JOINT II z w= - -
SEE NOTE 4 JOINT O FLANGE ADAPIIER- w -METER WITH J / 1 PRE-CAST VAULT
SEE NOTE 4 a F�_ o nMR IN CU. 1 H-2o LOADING ' `
p FLaw w(D� NOTE 1. (TYPICAL) v
VAULT WALL
THRUST COLLAR
SEE DETAIL THIS SHEET - RELIEF 1
--= `;,.�== .~t'.f± RIGID PIPE VALVE IN MINIMUM
• -'-_-- _y SEE NOTE 4. 12"MIN. RIGID PIPE a
3/8"-7/16" - -
'- s'�• 30"MAX. DRAIN �SEE NOTE 4. �
_-r-= PORT O
~ DRAINISUMP
5"HEAVYWEIGHT �43/4"45/8" , CONCRETE BILCOOR EQUIVALENT,DOUBLE- ALUMINUM
GROUND ENCASEMENT AT DOORS)WITH NOTE
8 LOADING AND STAINLESS STEEL
CAST IRON SOIL - _ _ - - _ _ - - 3,000 P.S.I. HARDWARE NOTE B.
PIPE FOR EXTENSIONS 1-1 it-I i I I- I i i-I i I _i I-I i I-I i FINISH GRADE
_ RIGID PIPE -� a PRE-CAST VAULT
5'MIN SEE NOTE 4. H-20 LOADING
PAVEMENT PAVEMENT S MIN RIGID PIPE SUPPORT,4-INCH THICK PAD AT MIN. II I{ VALVE BOX z z NOTE S. 12"
SEE NOTE 4. ��III� REQUIRED BY SYSTEM DESIGNER QIllu VALVE BAN STANDARD M 2 MIN. (TYPICAL)WITH
AND CONCRETE FOOTINGS AS ANTI-FLOATATION
INSTALLATION NOTE 1.
_ DETAIL) NOTE 10. NOTE 5.
J _ - -_ - - - - _ _ ~'��__ TO BACK FLOW ASSEMBLY NOTE 7.
" RESTRAINED RIGID PIPE TO 5'PAST y
_ JOINT BEND. SEE NOTE 4.
Y - - SEE NOTE 4
U g:. 24"
a - ELEVATION
e `.:i-t CONCRETE THRUST BLOCK -•r-------------
N.T.S.
- _ - - a RESTRAINED - _
- _-"��• a RESTRAINED NOTE 2.
W .i AT ALL 4 °BEND
BLOCKING
5 S
:g
NOTE 2.
VALVE _ _
� 1
0 BOX _ SEE DETAIL THIS SHEET _ ;-s"= - W�/•�
U -- _ a vJ
Q -
a J
18"WASHED STONE
\ \
4"DIA. MIN.DRAIN
- 4"THREADED STEEL SHUT OFF
STAB IN SOIL 1/4"STEEL PLATE - 3/ S SHUTOFF CHECK CHECK TO ATMOSPHERE
\ O
PIPE CASKET O RODS SUPPORT,4-INCH THICK PAD AT VALVE#1 VALVE 41 VALVE 42 VALVE#2 \\ \\ \\ \\ \\ \\ \\ \\ \/
ROD REQUIREMENTS MIN.AND CONCRETE FOOTINGS OR OR INTO
STORM DRAINAGE
AS REQUIRED BY SYSTEM o o FLow DRAIN WI \/ SYSTEM Iui
-
5" DESIGNER VERMIN PROOF
UNDISTURBED SOIL NON CORROSIVE Q
5 1/2"-5 5/8" SIZE OF 45'BEND STATIC THRUST IN POUNDS TEST SCREEN
NUMBER OF RODS REQUIRED COCK#1 ELEVATION w
6" 4,328 2 GENERAL NOTES: N.T.S.
8" 7,694 2 1. HONEYWELL/ELSTER Q4 WATER METER EQUIPPED WITH AMR READ CUBIC FEET REGISTRATION OR
-------------------- --------------
VALVE BOX NOT TO
PLAN EQUAL.THE LOCATION OF THE FITTINGS MUST COMPLY WITH THE MANUFACTURES
12" 17,312 2 N.T.S. RECOMMENDATIONS FOR STRAIGHT PIPE CONDITIONS.
CONTACT WATER
MAIN NOR VALVE = 16" 30,779 4
NOTES: 2. MASTER METER ASSEMBLY TO BE RESTRAINED DUCTILE IRON FLANGE PIPE WITHIN VAULT
0 1. REDUCED PRESSURE ASEMBLIES RP MUST CONFORM TO 3. WATER MAIN AND FITTINGS TO BE A MAXIMUM OF 3.5 BELOW FINISHED GRADE
o STANDARD VALVE BOX -- 20" 48,091 6
__"__"__"_"__"__"_"__"__"_"------------- _-"__"__"_"___------------------------
CITY OF SPINDALE SPECIFICATIONS AND MUST BE USC OR ASSE APPROVED. 4. PRECAST CONCRETE BELOW-GROUND VAULT(S)WITH H-20 LOADING.VAULT(S)AND OPENINGS SHALL
�I 24" 69,252 8 2.6' -10"RP SHALL BE SUPPORTED WITH ADEQUATE SUPPORT PEDESTAL(S)
BOTTOM SECTION BE WATER TIGHT AND SEALED. MASTIC GASKETS, NON-SHRINKING GROUT AND RESILIENT PIPE
WATER MAIN VALVE SUPPORT PEDESTALS(S)SHALL NOT BLOCK RELIEF VALVE OR DRAIN PORT. CONNECTORS SHALL BE USED,AS REQUIRED.ANTI-FLOATATION MEASURES MUST BE PROVIDED.
3.OUTDOOR INSTALLATION SHALL HAVE A PROTECTIVE ENCLOSURE 5. 2-INCH TEST PORT BY TAP-SADDLE, BALL VALVE,AND PLUG
IL
NOTES: AS SPECIFIED IN CITY OF SPINDALE SPECIFICATIONS. HEATED ENCLOSURES ARE 6. RESILENT WEGDE GATE VALVE NON-RISING STEM WITH HAND WHEEL
RECOMMENDED FOR THE ABOVE GROUND BACKFLOW ASSEMBLY. 7. APPROPRIATE BACKFLOW ASSEMBLY, IN ACCORDANCE WITH THE TOWN OF SPINDALE CODE OF
1. ONCE INSTALLED AND TIGHT,THE STEEL RODS AND BOLTS SHALL BE COATED WITH ORDINANCE. BACKFLOW ASSEMBLY MUST BE LOCATED WITHIN 5-FEET OF METER UNLESS OTHERWISE
I' WATER MAIN 2 COATS OF BITUMINOUS BASE PAINT. 4.2"TO 3"BRASS,K-COPPER OR GALVANIZED PIPE,4"TO 10"DIP. APPROVED BY THE TOWN OF SPINDALE BACKFLOW ADMINISTRATOR.
o RESTRAINED JOINTS SHALL BE WITH MEGA LUG RESTRAINTS OR APPROVED EQUAL. 8, THE DOOR(S)MUST BE FLUSH MOUNT, LOCKABLE AND SIZED SUCH THAT THE VALVES, METER,AND
cD
z =--==-==-==-=-==-==-=-= ------------------ ---------------------==-==-=-==-==-=-==--==------ 5.THE TOWN OF SPINDALE APPROVED 2"-10"RP INCLUDES SHUT OFF VALVES
w 6 7/8 8 - 2. CONCRETE SHALL NOT CONTACT BOLTS OR ENDS OF MECHANICAL JOINT BENDS. TEST PORT ARE LOCATED WITHIN THE DOOR(S)OPENING AND ACCESSIBLE TO TOWN OF SPINDALE
____-"=------------------- --- __ __- #1 AND#2.AS PART OF THE ASSEMBLY. NO SUBSTITUTIONS SHALL
7 5/8"-8 1/2" STAFF.
BE PERMITTED.
10 1/4"-11' 9. 12-INCHES OF HORIZONTAL CLEARANCE MUST BE PROVIDED BETWEEN THE INTERIOR VAULT WALL
Design B
6.TEST COCK#1 SHALL BE UPSTREAM OF SHUT OFF VALVE
9 Y TSG
_ AND ANY ASSOCIATED FITTINGS ORAPPURTENANCES AND 12-INCHES OF HORIZONTAL CLEARANCE
#1 AND IS PART OF THE APPROVED ASSEMBLY.
"""" __"""""" """""""" STANDARD VERTICAL BEND BETWEEN ALL INTERNAL BY-PASS ASSEMBLY FITTINGS AND THE METER ASSEMBLY FITTINGS.
7.BACKFLOW DEVICE SHALL BE EQUIPPED WITH FLOW DETECTION METER AS REQUIRED 10. ROMAC DJ405 DISMANTLING JOINT OR EQUIVALENT. Date: 03.01.24
NOT TO SCALE BY THE TOWN OF SPINDALE.COORDINATE REQUIREMENTS WITH THE TOWN. 11. 24-INCHES FROM METER FLANGE TO TEST PORT CONNECTION.
COMPACTED BACKFILL 12. SHOP DRAWINGS FOR PROPOSED VAULT(S), METER, DOOR(S),AND ASSEMBLY MUST BE SUBMITTED Project#: P230604
77r7
TO THE TOWN OF SPINDALE PUBLIC WORKS DEPARTMENT FOR APPROVAL PRIOR TO CONSTRUCTION.
REV# DATE DESCRIPTION VALVE BOX INSTALLATION AND EXTENSION DETAIL 13. WATER METER SHALL BE BY BADGER UNLESS OTHERWISE APPROVED BY TOWN OF SPINDALE. SHEET
M REDUCED PRESSURE ASSEMBLY
N
NOT TO SCALE
NOT TO SCALE 8" WATER METER AND VAULT C901
Q
M
NOT TO SCALE
N_
Q