WQ0029653_Site Plans/Maps_20190807

BERTIE COUNTY, NORTH CAROLINA
BERTiB COUNTY
lqjDobbs, Upchurch & Associates, P.A.
Consulting Engineers, Surveyors & Land Planners
Southern Pines, North Carolina 28387
300 S.W. Broad Street, Southern Pines, North Carolina 28387
Phone: [phone] — fax: [phone]

DEX SHEET
SNEET
T LAYOI/f/ SHEET INDEX
ION SYSTEM LAYOUT- ZONE I
ION SYSTEM LAYOUT- ZONE 2 AND 7
IDN TLAUZO E, 4
IDN-srs1ENSYSEM urovr-YOT- xoNE s
ION SYSTEM LAYOUT- TONE 6 AND i
10N SYSTM LAYOUT- ZONE B AND f
WM LAYOUT- nWM PS TO ZONE 2
NICK LAYOUT- ZONE 1
RWAL LAYOUT- ZONE 2 AND 3
ZME
NICAL LAYOUT- ZONE 6
LAICAL LAYOUT- ZONE 6 AND 7
LAICAL 1AYDUT- ZONE 6 AND 9
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LEGEND
FULL CIRCLE SPRINKLER 67' RADUS
PARTIAL CNRCLE SPRINKLER 67' RADIUS
FULL CIRCLE SPRINKLER 57' RAMS
PARTIAL CIRCLE SPReND.FR 57' RADIUS
EXISTING MONNXR WELL
AIR RELEASE VALVE
IRRIGATION PIPEIGEDGE OF WETLANDZONE BOUPROPERTY BOUNDARY
ND EDGE
HANDS
REVIEW'
15a BUFFER OFF RY
-�' �.'� '.� '�~ �• —� f+
OF PROPERLY LINE �+ / i'
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wRN:AnoNl,.�
L ' OF
PIPING ZONE BOUNDARY—'
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—/-4/-A---ram
��i pO5fING EDGE
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ZONE 2ALL �SPRAY
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COMPLW40E /
BOUNDARY BLACK WALNUT CREEK SWAMP
\ t — �.,, • Y-'_ \ "W BNFFERPiiOPEfiY OFFUNE OF
EDGE
'IIXISIN+G _
�\ OF WETLANDS
R
i
/—20• EFFLUENT EASEMENT
8(
:OISTI
F WWETNGiANEDSE
j�
PRO ERTY BOUNDARY
MRc. \ \
BOUNDARY 9^\�
1 \�s
ZONE 1 F
1 t r F t+
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Pvelc
100,
\ _ 15W BUFFER M
OF PROPERTY
PIPT
ADGE OF
ZONE BOUNDARY
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1 /
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-. ALL DONRibiIN°( rySt,M1$ 3H4Lb'BE
ABANDONEDATI .l5 PPPFFFRRR R'TO SPRAY --
SYSTEMGTIONS OR�TO SPRAY
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FINAL DRAWINGS -
--NOT RELEASED FOR CONSTRUCTION -12_ _

COMPLIANCE
BOUNDARY
i
_LEGEND —
Q FULL CRUE SPRINKLER 67' ROWS BLACK WALNUT CREEK SWAMP
PARTIAL. CIRCLE SPRINKLER 67' RADIUS
FULL. CIRCLE SPRINKLER SF' RADIUS
PARNAL CIRCLE SPRINKLER 57' RADIUS
—BOUNDARY ® OWNG MONITOR WELL
/ �..- _ - _ ���((\\ -\1' ❑� AIR RELEASE VALVE /:
\ �-- —------------`` �\\� \ \\ - IRRIDATLO PIPING /r \ � ' I I IIEDGE OF WEILANO
1
ZONEBOUNDARY PROPERTY BOUNDARY Jj
EXISTING 51UFiER IN.
OF WETLAEDGE
IRRIGNDSNDS PROPERTY BOIRr
ZONE 2\\`\
Plgryp N
y 150' BVF'FER OFF
NOTE / \\ l`�w—T —r s — —`_—T— — OF PRaPERTY U
ALL MONTORING WE11S SHALL BE ( \ �`- -12. 1 / - - - I ��
\ ABANDONED AS PER STAFE \ \. ` tA-�_ _� __ v I q/
SYSTTEMG�RARWL IOR R) SPRAY - /`-.! /� I �---- l / -w �nOr1� I
ONE 4 OF pp�Rry
EOGE OF ` / / � �/ 1 I R I
ZONE 3 j
OUSTING EDGE
OF WETLANDS 1 5
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J ' BOUNDRY \ , ' •,•
BOUNDARY \ ,
LEGEND _ _ PPRROMNG PERfY BauNDARYI
0 - FULL CIRCLE SPRINKLER 67' RADIUS
PARRAL CIRCLE SPRMaER 67' RADIUS * \
■
FULL CIRCLE SPRINKLER 57' RADIUS
PARRAL CIRCLE SPRINKLER 57' RADIUS
DMING NONROR WELL
AIR RELEASE VALVE
IRRIGATION PIPING
EDGE OF REMAND
ZONE BOUNDARY
PROPERTY BWNMRY
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�WETLANDS
•J 1Y �� l � � % �/ � / 100' BUFFER
RRIGATI
PTM
ae
NE 7
'� p ,00' Bu�FFQt uix
ONE 6 I r d �''` l�/ // r
?•� 190' BUFFER OFF
OF PROPERTY UNEBOU
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tl ` EDGE DDUNDARY
j ZONE BOUNDARYREMEV
'
eouNONtY
ZONE 8
1 \ NOTE:
j ALL NONBORM PWEDS .SHALL BE — —_—----------,J
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NlnNOONEL AS EA SURE
$pEgFTCAtiUNS Pfl10R N SPRAY
ZONE 9
FINAL DRAWINGS -
NOT RELEASED FOR CONSTRUCTION
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GF N'ERANPS
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IRRIGATI-
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PROPERI'�ERliy
PIPWG
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r� Rl SPRAY FINAL DRAWINGS -
NOT RELEASED FOR CONSTRUCTION

PROPOSED PUMP STATR'NR{
BEGIN IR IWON LINE I
SIX 0+00
I
PROPOSED IRRIGATION
NTR -
PRECIPREBI ATCONiNOUER
B' PUC
IRRIGATION PIPE
RJR TECHNICAL COMPANY
DB 801 PG 900
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':. 20' U TUTY EASEMENT
B' PVC r
IRIOCATION PIPE,
I
BEGIN B' URT1
PIPET I
HOPE DIRECTIONAL BORE
OS
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BLACK WALNUT CREEK SWAMP
- IROPERiT
PRO
BOUNDARY
,
005ONO EDGE
. BORE
OF WETLANDS
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- B. ZO ' - �IRRIGA710N PIPE
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i PROPERTY LINE I
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ZONE 4 / r/
IRRIGATION LAYOUT FROM
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REVISIONS
Zil
LEGEND
©-- FULL CIRCLE SPRINKLER $r RADIUS /!/� / / //' /(( ', + ♦♦♦♦.`" ..."`rCCC♦♦ \``�} q��♦ ` b �
e PARTIAL CIRCLE SPRINKLER I" RADIUS /` �J/��/! / / � J! I ( I i l �`_ �,JI -,:♦ / /�\ \ \}\��� g�g`` \� � 1 { f/ / �`,f i/o � �v �a
ee��L FULL. CIRCLE SPRINKLER 87' RADIUS ///�/ / // JJ ! ♦ \\♦ \� �F 4 • / t�
e� PARTIAL CIRCLE SPRINKLER 87' RADIUS ((// (/
• //� f / / %/ 1 Y ♦♦\ ♦ \ I It CUTTING EDGE
AA of WETLANDS
® TDOSTNG MONRDR WELL / i! / i % ®/•. •♦\ ,oD eD
AIR RELEASE VALVEERRIOATIQ
. EDGE OF PIPING
E%6RNG // / /!///�afiflIWT1ON PIPE'
M. BUFFER
'PVC � // ``\ `♦y``\\\`�� � 0 �~
..—
-- -- — — — ZONE BOUNDARY PROPERTY BOUNDARY /� / /,' / / / /r/ r///i i� I - \♦♦ \ AB �-- ��\ \ \ OF PROPERTY OUFNFE ` 6
PROPERTY BOUNDARY _ / / Al
DUSTING EDGE �� �''/ / /" �iOtl'e� um. / / �L` � ` ( � GI- ` ♦` \ \ \ \ ` \
DOMPLUWCE OF WETLANDS A / //. r I \ i ®- 7" `'♦♦\ }1 1
BOUNDARY / - / �9 r,� ;Y \ r' ( �, •♦ icy �l I ,
REVIEW
— � �— l• — 'i' J
,eo' BUFFER / U/ �l ..� ��— ) IS• r ♦ ♦ I i e{e\ *
LINE
: \ °
PROPERTY LANE � / ,. � i i � •� / \ � ` \♦ ♦ I \\\\\\\\\ `\\\`\•
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(/' i �� / _ S0 / J �- ' ZONE i `\ �, /� l\ `♦ �\ V�� U O
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AIR RELEASE VALVE ® � � (� ( ` i \ � ♦` —'
J I / J} Q
ALL MONITORwo WELLS WALL BE ZONE 2 a p
SPECIFICATIONS '
�� S TTBA OPPERATTOM oa TOSPRAYW fn
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L I Z E BOUNIWf,' 1 4IGATN7N PNE �'� ` ® -- ___ ILI
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``PIPE/2" GATE VALVE9OAlC r- er 'K4'TEE FINAL DRAWINGS -' PLUG TAPPED 2-1/2MIKM_ UtRIGAIIDN PIPE NOT RELEASED FOR CONSTRUCTION
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It �--{R HOPE DR71 REVISIONS
/ -� \\\`\\\ •/ 1 IDRODTIONAL BONED —sPW �0WW&G 'Jilt011uC
COMPLIANCE
BLACK WALNUT CREEK SWAMP 20' EFFLUENT EAS-1 r q I • '�
\ �^ \ \�\� �` C / ' / j - \� •� {� END a^ ORII HOPE NOTE:
TY BOUNDARY /ffI r/ �\ DIRECTIONAL BORE CONTRACTOR SMALL. PROVIDE AND
PROPER ALL / / \ l 7OswENwcEDGE INSTALL NECESSARY RGS os NECESSARY ANISTTNM
' HOPE TO PIPP'—
150' BUFFER OFF ��[ �,/\/� V\ \!.\ _
�30'- ` \ OF PROPERTY (M4 / --\l�i I/I �` \ \\�5,f `\ `' IRRIGATION PIPE 4p
1 FX=wNC OF WETLANDS
REVIEW /
' BOUNDARY \ �.- >/� ' BUFFER MIN.
\ ® 1 EDGE OF -•\` ` \ ��-J !� ' , \�. \...\\�\``\
\ZONE 80UNMmr\
2-0' GATE VALVE
\ \ IRRIGATION PIPE
GF PRBPm1Y UW
--IDO BUFFER M \1
\ AIR RELEASE; AEVELU
- _ / -I� 1 y I I •`\� a
® 2- PVC — - - — -
- - — -
--- 2 a4. I d4 GRD 1 _ ~ �
RRIG710N PIPE. I /�'-" '-� r `1
RRIGATION PPE 1 I
I 1 1 �2 jle, f /B CRO
2-1/r GATE VALVE Z }
2-1/rPVC ------------- - - = _==---r -ZOL�G w
IRR1GAiWN PIPET i -'--• ------------ 1 2-1/x^ PVC _ o g f/� s
t 11RRBMTION PIPE Z F
P.I�-- aw YEE , / J i•^ (���'} KK0
IRRIGATION PoPEI�'� 1 I 6 4' G . PER ZONE 1 4• PLUG TAPPED 2-II2^ I; O Q Z
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AIRRE�LFASE VALVE-
0 L !Z-
OQY ED
_ II r 1 NOTE:; 4 W
1 ALL MONITORING WELLS SMALL BE m fL F
EDGE OF ABANDONED AS PER STATE
ZONE BOUNOMY SYSTSPEEM OPERATION. TIONS PRIOR 70 SPRAY Z Q (n m
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--- -- - �.JB PVC --- mw AN-
�_ � --- -' FINAL DRAWINGS -
PIPE
B 7e TEE j4 NOT RELEASED FOR CONSTRUCTIONTWO
2 aB, , de GRD I a- PLUG TAPPED 2-1/2^ a SHOWN
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Svc I I IRRIGATION PIPE _ 11
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RRN.�AT,ON PIPE iRRI 710N PPE '��•�C. • .. --„ ` le

- � s 091, HOPE 6
^ ` (IRRIGATION PIPE _ _ _ LEGEND `w�:.+fi�:: �t�' r• + . � w
�i FOLL CIRCLE SPRINKLER 67' RAMS BLACK WALNUT CREEK SLWAMP
WN SCE ( PARnAL CIRCLE SPNMKIER 57' RAOIUS PROPERTY B00NDARYf r� ^--;;
0 FULL CIRCLE SPIifNKI.ER 57 RAdl15
PMML CIRCLE SPFUNKLEN 57' RAMS EVIEW
$U \--i"e0ommy EXImNO NONROR WELL
AR RELEASE VALVE
IRRIGATION PIPWG AIR RELEASE vALV€ /
EDGE OF WENAND ter•.
RPROF BOUNDARY
RRIGAIONPIPE PAOPFRly GOUN OAR
1
eUFFER MN.
ZONE 2 NOTE:
AASIANDONNOD AS PERSTATE
SPECIICANIONS POOR TO SPRAY--r — J / / i ® I
SMTM OPERATION.
OF PROPERTY LINE42
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IRRIGATION PIPE 2- PVC
GRO
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4. PLUG TAPPED 2-1/' �\
PVr
f/
�IGATON PIPET 1z-1/2• GATE VALVE- ZONE 4 /-' �� / 'P P/U, f L
9 "` / j% r
21Is'i /s ORD it /
2 14. 1 e4 OR0IL
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ZONE 3 /—��—�� i / / r
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1 AsKO --cm
SCAIC I' . eo•
/ZONE 7// FINAL DRAWINGS �WMI- Il�il I 1 �� 12
NOT RELEASED FOR CONSTRUCTION���\

fIR1
�\ ZONE i
U
2-1/r GTE VALVE
`(Z4
`\ ZONE 6 - - - -
��
ZZOONNEE OF
; '\ 71 PI PIPE / -
t 4IRRIRA110, PIPE
/ TEE 1 - -
`` G TAPPED 2-1/2•EXISUNGPROPERTY BQUNDMY / / \•14` 2 94. 1 14 GRD 1 ZONE 8 a s
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/ ._ ` •\ \ `y ``. ® 4• PVC ,�/ , / z
\ \ I\ I I J IRRIGATION PIPET 1 `\` / �•
/ / j 1 I + ',� \`\ • \ !4'%LUG�TAPPED
iJ( I �\ ( `` ® 4• PLUG TA l l f/,\`` 2-1/2` GATE VALVE \
/m 2-1/2• GATE VALVE '
2
2 `; 2' PVC a1K+Ai1 PIPE C'
WRXIA7 ON PIPE -. `,� ` \ 4"%4• TEE
\ \ \ \ •'� \\ ` TAPPED 3•
�/ \ ` ` .•:a •4" PLUG TAPPED 2-1/2•
1V 4• PWG TAPPED 2-1/2• ,
`ILaTroN PPE \ ``:`` '� Z
2-i/z GTE vuvE� / ZONE 9 U
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2" PVC ` y `, 1 IRRIGATION PIPE ` - - - - - - - Z g Z
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LEGEND \ \\ \ Ile
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iS J a = 3-7 FVLL CIRCLE sPwwaER n RAonn \ \\ of PPp�EiLTYR LuN€ \� i ER zoNE `\ v ` , F
PARTIAL CIRCLESPRINKLER 67' RADIUS \ , /\ \ `\ ® 1•`� ` ��`,
PULL CIRCLE SPRINKLER 37' RADIUS \ \\'\/ \\ \ \� L` 2 d4. T !4 GRD CIA
U
PARTIAL CIRCLE SPRINKLER 57' RAONS \ `\ - ? / Z W
CL
® ik1511NG MONITOR WELL \``,, - - ABANDONED PER STATE
l RE ``/
\/ R RELEASE VALVE \ - SPECIFICATIONS PRIOR TO SPRAY
SYSTEM OPERATION-
- EDGE
OF ETLN D EDGEWETLAND
2�
• — • — EWETLAND \ \ \ MR RELEASE VALVE ✓ �` UY T •1 E _ ®e
ZONE BOUNDARY
PROPERTY BOUNDARY
\ ` FINAL DRAWINGS - wl- `\ `
\ 14OT RELEASED FOR CONSTRUCTION \ .o _ 13

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ZONE 4
S'X6• TEE' / /i i.: //" — + + \ •mil/ -
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2-,/2'wTEvavE(`(� �% �snNCE/OGE� — ��'"'-- - `\ � �-- � = �-\�•.�•i i�"����'\\}
DS
2-1/2 PYC / l , + - ) ,OG' BUFFER MIN.
_J ss6GnON PIPE IRWATX1pPIPING
_
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\ i �EOCE of 2 to, i is GRDJ
ZONE BoMNUARY --�`�' _l IY 1■ �.. 1 -�'` /� / .C�J \ / `-.' �Ap• Rt1Fh5'E vE/
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t
2-1/x PVC
IRRIG.VXIN PIPE
O^ PVC
1IRRICATION PIP
4" PVC
IRRIGATION PIPE
Ell
IRRIGATION PIPE'
1
I 'PER ZONE � *. ® �7 tDG' �ri�a MIN.
9 '
SO. BUFFER/ 9
0 � � \ YI -.•f ' � ` r'� \ �`---- � OF PROPEflTY U E
} _ PVC
�IR IRRIGATOR PIPE
OWNG
A. AIR RELEISEVuVE
� ' All MONITORING WELS SHALL BE
ARANDOKEVATI As PER STATE
SPEarEOM oPONS PRIOR TO SPRAY
SYSIEL OPERATION. l r J
_ l ZONE 8 I I eouNauv I I� / l J� 11)
JOOMPlJM10E 1. 1�so `BOU
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ZONE 9
FINAL DRAWINGS - 4 3�
NOT RELEASED FOR CONSTRUCTION
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ZONE 7
ZONE 8IF
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ZONE e��ouNwar // �— ---� � � —� ` \ �` �• — — — — � / 1% // ds
R-1//2- PVC \ IRRIGATION pwEl 1 _ ti
DIPoOATNNI PIPED
/ r M
4- PVC _ ' EXISTING ! � - 14- PATION PIPE % � �r 11 l
\` `. PROPERTY 8 N�oAa
_ 1111
'\`. / 1 "— J '_— -'� f t1 EXISTING WETLANDS
EDGE
of tvE ANos
2-1/2-'GATE VALVE 1 - V�
Air I AIR RELEASE/
. .jf
I tt �14" PLUG TAPPED 2-1/2•
\",�,• ,( '-� L---_--------_---_---J
` Z /8. 1 BB GRD 10D' BtSFER MW.� •1//� // Z
a PVC �`•f, t 1 '��/ \t / �:1�1 //// / V W
INRI6ATION P1PE' �4"%a•7EE \ - i '�' ' •� t1 /I 1I 1 (� �L 3.'
4• FWG TAPPED 3- `��/� j ®
a• Pwc TAPPED z-T/2• ZONE 9 Z
JJ(( qq y/
2-1/2' CATE VALVE t 14IGPER ZONE I ` �'^ V S Alit RELEASE vALI 1/ / �) ' Lu
V
\ / . p 1/ x
`. 2-1/2" GATE VALVE
IRWATTKM 2` PVC.-� �. _. _ --- - _ _ p� �'
WRIEA77QN PIPE . \ V r.
4•A4- G II I
4' PLUG TAPPED 3- 0 �J 1
PER
ia• PLUG TAPPED 2-1n• / p�•/ 'IfI l I{� / \ < Z
14• PLUG TAPPED 2-1/2- .\ Z
SIG 1 PIPEILJ
F ' \ `\`�+ 13O• BUFFER OAF'
\` 2-T/2- GATE VALVE 4J�j `79 l 1 .� r OF dPROPERi' IUNE I(t
,',tin\r 1 /— 1 1' { I 1'r( �J / ow
`\ QEO LION PI2-1 PVC PE \ PUANCE
CD S2
1
50,
NIGH POMP - J / 150' REVIEW
BUFFER OFF `
'\ \ \ \` PER ZONE - — OF PROPERI ,LMFy / S0• / �' r /
�
ZONE 5 `\ i\ � "ImRIUTN>H wvE ^`
EDGE OF
ZONE. BOUNDARY
2 44.1 14 GO ALL MONRgt NG WELLS %Ml BE \7 ` I As 9NGAN
p E LAYOUT � FOR ABANDONED AS PER STATE /— —� \ I °INF. T• . BC
5P0P"°NS PRIOR'° �'"' FINAL DRAWINGS - 15
\\ \ J / ST51EN OPFRNION.
NOT RELEASED FOR CONSTRUCTION

SWING JOINT ASSEMBLY
INSTALLATION PROCEDURES
1. PARRS A, B. C, 0. AND E/F ARE PRE -
ASSEMBLED VIAGASIRIm TNRFADED JOINTS,
THESE JOINS ARE PRE- LUBRICATED AND
SHOULD NOT BE 06ASSEMBLED_
2. TIGHTEN EACH GASKEIED THREADED JOINT
COMPLETELY AND THEN BACK OUT THE MALE
PART ONE FULL TURN TO ALLOW THE JOINT
TO SWIVEL A FULL 380 .
73.
CUT OR ORDER C, N. AND I
TO DISHED LENGTHS AND SOLVENT WELD
THEN TO THE SWING JOINT ASSEMBLY
G
WHERE SHOWN.
A. IT IS ABSOLUTELY NECESSAR( THAT
A
THE LEPER SOLVENT CELLmmNG
10EM
PROCEDURES BEFORE PERFORMING
F B
THIS STEP.INDD �WVL�
PRO
PRODUCE UNSOUND CONNECTIONS
& CWEARRE MUSE BE TAKEN ro PREVENT THE
SCLVCELIENT AND PRIMER FROM
C
COMING INTO CONTACT WITH THE V
RINGS OR THE BUTTRESS THREADS.
a. THE CONNECTION To THE SUPPLY TEE
MAY REOULQE A THREAD ONE EZIO (T O.E)
H
NIPPLE, A PLAN END NIPPLE ON E
SPIGOT X GASKET THREAD PAIR.
5. WHEN MAKING UP THE ANFADEO
CON- NECDDNS TO THE SPRTiER HEAD
1
+1
co D
OR THE SERVICE TEE USING A THREADED
RIPPLE, SPEARS M TURNG CO.
RECOMMEM05 THE USE OF A QUALITY
USE O
GRADE OF TEMN TAPE CHOICE OF
PIPE JOINT TEFLON TAPE, PASTE, di 01NEft
PIPE EF COMPOUND IS E. R THE
DISCRETION AND DECISION OF THE
INSTALLER. THE M NUFACTUTAER'S
RECAMMENDARON! USERS.
PLASTIC PIPING ALUL]DOIGNEEREO,
INSTALLED AND OPERATED N ACCORDANCE WILL
ESTABLISHED DESIGN AND ENGINEERING STANDARDS
AND PROCEDURES; FOR PLASTIC PIPING SYSTEMS.
SUITABILITY FOR THE INTENDED SERVICE APPLCAMN
SHOULD BE DETEIWN$D PRIOR TO INSTALLATION.
3/B' CALVANQEp VALVE BOX WITH UD
�T [A CRAOE LEVEL
-VALVE Box covER
.��
A A- ��
rT
/� !VT/L
/�. wA ✓�°�nM
AIR RELEASE VALVE T
- -
y 10' ROUND VALVE BOX TOP
��IPS W/ 1/18' INLIFICE
t' DATE VALVE
OF SLEEVE TO PROTRUDE
•1• x Y
APPROXIMATELY
- (GALVANIZED NIPPLE
8' ABOVE BOTTOM EDGE
OF VALVE BOX
STRm _.SWING JOINT (ADJUST
CUTELBOW
8" PVC PIPE TO
i TO ANGLE)
SADDLE ISOLATION I, ,,
VALVE
VUVE FOR ADEQUATE
8' PVC PIPE APPROX.
ze ro 30' LaTO.
II�11
PROTECTION.
1VYE 571LUNER 1' UPS 1'1LZ' 1' VO DEC.
W/BRONZE EDDY AND GALVANIZED GU.VANIZFD
PURGE VALVE NIPPLE ELBOY!
PVC MAINLINE
OAIE
1' X 3•
�P�IZED
ISOLATION!
V
,.
MatR%tE SIZE TARP.
COUPLING BY 1' FPT TO
ISOLATION_ VALVE
ACCESS_ BOX_ ASSEMBLY
BE FAanc uPWARo
AIR RELEASE VALVE DETAIL
NTS
POP-UPkC-XF��ANST70NQUICK
COUPLING VALVE TO BE
SPRINKLER -LOOP P091TONED pPPRIXDNiELY 2'-OHEAD
FROM FRONT EDGE OF VALVE 00%.IS
NIPPLE TO BE
STA„ED WITH A
STNO ANGLE OF 45
OREEi PL115OOM
T 4E VO COAL
WNNG TO HEAD
_
PVC PIPE LINE - How
THREAD SEALING
- TAPE TO EE USED ON ALL
THREADED FITTINGS
PVC SERVICE TEE
(IM Kf % GX FM\-
TORO 834S & 835S SERIES
SPRINKLER MOUNTED ON TRIPLE
ELBOW SWING JOINT
DOS - -
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FINAL DRAWINGS - �p 16
NOT RELEASED FOR CONSTRUCTION „

2• ELECTRIC CONDUIT FOR ELECTRIC
POWER CONNECTION (120 VAC).
2' DO DEGREE ELECTRICAL CONDUIT
SWEEP EL80W FOR LOW VOLTAGE CONTROL
NINE AND COMMUNICATION CABLE.
24 VAC. CONTROL WNRES/IUBNG.
LNG DOUBLE NUTSjASfEN THE BOLTS TO THE TEMPLATE Wn
APPROX. 1-1/2' OF BOLT ARM 7EYPLATE.
WITH THE BOLTS N POSITION, FORCE THE TEMPLATE INTO FRESH CONCRETE FLUSH WITH
SURFACE.
3. AFTER THE CONCRETE WAS SET UP, THE TOP NUT CAN BE REMOVE) AND CONTROLLER
CARNET CAN BE INSTALLED.
4. THE CONCRETE PAD SHOULD BE RAISED 1' ABOVE FINISHED GRADE @ SHOULD HAVE
SLOPED BORDERS FOR ADEQUATE DRAINAGE FROM CONTROLLER,
5. GROUNDING ELECTRODE CONDUCTORS) 5MAL1. BE WIRED TO CONTROLLER AND
RESISTANCE OF CRgRLDRIG EL£CTiODE/CONDUCT0R SYSTEM SHALL BE CONFIRMED AND
POSMAC SATELLITE �U�� NBRO ROUND INSTRUMENT OR EOLW PRIOR TO ANY CONNECTION OF WRND
PEDESTAL- MOUNT_ CONTROLLER
NOSE
GROUND WIRES AND POWER WIRES SHALL RUN
OUT OPPOSITE SIDES OF CONTROLLER. (IF
POSSIBLE)
TELLITE
CO�NIROLLUM
/g BARE COPPER WIRE FROM
LLER lO BE ATTACHED
TD GROUND ROD USING
CADWELD CONNECTION.
5/8' • 10, GHOWO ROD
NOTE
GROUND RESISTANCE MEL41IRED WITH MEGGER DER CT
RFSISMNCE TESTING INSTRUMENT (MANUFACTURED By
JAMES G. BIDDLE CO.. PLYMOUTH MEERNG, PA) OR
EOLINALENT
YN.VE 110)f COVER
—10' ROUND VALVE BOIL TOP OF SLEEVE TO PROTRUDE
APPROXIMATELY
PVC MAINLINE —� ''8' PVC PIPE APPROX. 24' TO 30' LONG.
I NIBCO P-819-RCA SERIES ISOLA7bN VALVE
D CONNECTION
6' VALVE BOX
u L Y A
~ `POWFN SET 'GEM' MATERIAL USE
AppROXIWiF1Y 50-100 Ib PER PLATE
1C
4" a BB' COPPER PLATE WITH 2e j6
BARE COPPER WERE
PVC SERVICE TEE (G X G X T).�
MAINLINE PVC PIPE
r T�
SCHEDULE BO PVC 90 DECREE ELBOW----_ J
AND THREADED NIPPLES. _
3" NIPPLE. -
,r
INSTALL PVC DRAIN LINES TO EXR AT GRADE OR INSTALL
TORO VALVE COVER TO FT 4• PVC
PIPE SLEEVE
1
PYC PIPE SLEEVE
DRAW VALVE PIPE AND FIRINGS TO BE 1-1/2' IN
�• 14OLUNAL SM UNLESS OTHERWISE NOTED.
fi0TFOM OF SLEEVE TO SADDLE VALVE AND PIPE
MOUNT SLEEVE ON TWO MUCKS.
BRASS CLOSE VALVE WITH (TUNA-N VALVE
SEAT WASHER.
GRAVEL SUMP WITH 3/4 WAS GRAVEL SUMP AT
OWNERS APPROVAL PVC LINE TO f41fI�.TO.DAYLIGNT OR
�IMNEOVISEL T€RFBMATE M GRAVEL SUMP:..:
i`
MANUAL DRAIN VALVE WITH SLEEVE
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FINAL DRAWINGS - 17
NOT RELEASED FOR CONSTRUCTION a 15

1" WALL OFIIF �J
TRENCH - I
(TYP.)
POSITIONING STAKES
4/4" STEEL REBAR OR ALL WIRE AND TUBING 5 v
CAL IRON PIPE ARE i0 BE BUNGLED ANC)
DRIVE STAKES TO ROUTED ABOVE THRUST
1:2" PENETRATION BLOCK CASTING
TCC
ERIC
ST-
K�CO
REGLCER
90 DEGREE ELBOW CONCENTRIC
REDUCER
THRUST -
BLOCK TYP.
GATE VANE —
MAIN LINE
45 DEGREE ELBOW ISOLATION GATE
VALVE
NOTE: POURED CONCRETE
THRUST BLOCK TO BE
CONSTRUCTED OF 2000
PSI RATED CONCRETE.
1 PART CEMENT
- 2 PARTS WASHED SAND
5 PARTS GRAVEL ALL
THRUST BLACKS TO BEAR
AGAINST FIRM
UNOISRIRBED EATM-
CMDULATING THRUST BLOCK AREA
THE SUE AND TYPE OF THRUST BLOCK DEPENDS ON PIPE SITE, LINE
PRESSURE, TYPE OF Fl1TNG. DEGREE OF BEND, AND TYPE OF SOIL
IN MOST CASES, THE SIZE AND TYPE OF THRUST BLOCK VALL BE
DETERMINED BY THE EN ANEER. THRUST BLOCK SUE MAY BE
CALCULATED AS SHOWN BY THE FOLLOWING EXAMPLE:
EXAMPLE:
DETERMINE SUE OF THRUST BLOCK FOR 8' CLASS 160 PIPE WITH A
RD DECREE ELBOW, AND AN OPERATING PRESSURE OF 100 PS. THE
SOIL IS MEDIUM CLAY WHICH CAN BE SPADED.
STEP 1
ADD 50 POUNDS FOR pRESsURE TESTING TO THE WORKING PRESSURE OF
THE PIPE. FOR THIS EXAMPLE. 100 PSI WORKING PRESSURE PLUS 50
P51 TESTING ALLOWANCE 150 PSL MULTIPLY THIS FIGURE BY THE
APPROPRIATE VALUE IN 7NE FOLLOWING TABLE.
POUNDS OF THRUST PER PSI
OF WATER PRESSURE IN PYC
PIPE AT VARIOUS FITTINGS
DEAD-END.
TEE, OR 90DEG 45DEG 22.5DEG
PIPE SIZE IN -LINE VALVE ELBOW ELBOW ELBOW
1.5 3 4 2 1
2 4 6 3 2
2.5 6 9 5 3
3 10 14 7 4
4 16 22 12 e
6 34 49 26 13
6 58 83 45 23
10 91 125 89 m
12 128 181 98 50
15 184 260 141 72
1B 275 358 210 107
21 3B2 540 292 149
24 483 6B3 370 1B9
27 614 BBB 470 239
USING THIS TABLE, THE THRUST WOULD BE 12,450 POUNDS (83 X ISO).
"CAP' OR DEAD END
CONCRETE THRUST BLOCK DETAIL
NTS
STEP 2
DETERMINE THE BEARING STRENGTH OF THE SOIL FROM THE TABLE
BELOW:
DEARING STRENGTH OF SOILS BEARING STRENGTH
SOIL TYPE LOS. PER SQUARE FOOT
SOUND SHALE ..................................
10,000
CEMENTED GRAVEL AND SAND
DIFFICULT TO PICK .........................4.000
COURSE AND FINE COMPACT SAND...................3,000
MEDIUM CLAY -CAN BE SPADED ...............-....2,000
SOFT CJ.AY,........._ ..........................1.000
MUDDY SOIL............._.........................0
FROM THIS TABLE BEARING STRENGTH IS 2.000 POUNDS PER SQUARE
FOOT FOR MEDIUM CLAY THAT CAN BE SPACED.
STEP 3
DIVIDE 14E TOTAL THRUST OBTAINED IN STEP I BY THE BEARING
STRENGTH OF THE SOIL OBTAINED IN STEP 1.
THE "BEARING STNGiH OF SOILS" TABLE SHOWS THAT MEDIUM CLAY
WHICH CAN BE SPADED HAS A BEARING STRENGTH OF 1.000 LBS. PER
SQUARE FOOT. DIVIDE THE TOTAL THRUST OF 12.450 POUNDS BY 2.000
POUNDS PER SQUARE FOOT SOIL BEARING SiRENOIIT. THIS GIVES THE
SQUARE FEET OF THRUST BLOCK AREA NEEDED. IN THIS CASE IT IS
5.23 SQUARE FEET, FOR WHICH AN APPROXIMATE AREA OF 25 X 2.5,
CAN BE USED.
SIDE THRUST ON LTIFIVES
AN OUTWARD PRESSURE EXISTS ON ALL DEFLECTIONS FROM THE
STRAIGHT LINE. GOOD SOIL PROPERLY TAMPED, 15 SUFFICIENT TO
HOLD SIDE THRUST ON GRADUAL CURVES, UNLESS SOIL CONDITIONS ARE
UNSTABLE. IN THAT CASE. SOME ANCHORAGE MUST BE PROVIDED ON
EACH SIDE OF THE JOINT, BUT DO NOT THRUST BLOCK THE JOINT
ITSELF.
CONsmcnON OF THRUST BLOCKS
THRUST BLOCKS SHOULD BE CONSTUCTED SO THAT THEIR BEARING
SURFACE IS IN DIRECT LINE WITH THE MAJOR FORCE CREATED BY THE
PIPE OR FITTING, THE EARTH -BEARING SURFACE SHOULD BE
UNDISTURBED. ONLY THE SIMPLEST OF FORMS IS REWIRED. USE
CONCRETE. FLUID ENOUGH SD THAT IT CAN BE WORKED UNDER THE
FITTING, A40UND AND UP TO THE TOP OF THE LINE, KEEP ALL JOWTS
FREE FROM CONCRETE
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FINAL DRAWINGS - 18
NOT RELEASED FOR CONSTRUCTION I „