INDE X OF IRRI GA TI ON PLANS

 SHEET NO. IR01
IR0 2

 SHEET  DESCRIPTION	
KEY SHEET / INDE X OF SHEETS TABU LA TION OF QUAN TITIES

STA TE	ROAD	9B	&
E-	TOWN	INTERCHANGE
DUVAL	COUN TY
ETM	PROJECT	N O.:	13-102-02

 	/RR/GA TION	PLANS	

I

IR03	IRRI GA TION	NOTES	
IR04	IRRI GA TION	NOTES	
IR0 5	IRRI GA TION	PLAN	
IR06	IRRI GA TION	PL AN	
IR0 7	IRRI GA TION	PLAN	
IR0 8	IRRI GA TION	PL AN	
IR09	IRRI GA TION	PLAN	
IR10	IRRI GA TION	PLAN	
IR11	IRRI GA TION	PLAN	
IR1 2	IRRI GA TION	PLAN	
IR1 3	IRRI GA TION	PL AN	
IR14	IRRI GA TION	PLAN	
IR15	IRRI GA TION	PL AN	
IR1 6	IRRI GA TION	PLAN	
IR1 7	IRRI GA TION	PL AN	
IR1 8	IRRI GA TION	PL AN	
IR1 9	IRRI GA TION	PLAN	
IR 20	IRRI GA TION	PLAN	
IR21	IRRI GA TION	PLAN	
IR2 2	IRRIG A TION	PLAN	
IR 23	IRRI GA TION	DETAILS	
IR24	IRRI GA TION	DETAILS	
IR 25	IRRI GA TION	DETAILS	
IR 26	IRRI GA TION	DETAILS	
IR 27	IRRI GA TION	DETAILS	

KEY  SHEET 	1 1 111
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LANDSCAP E SHOP DRAWINGS TO BE SUBMITTED TO:
KARL M. SODERHOLM, PL A.
EN GLAND - THIMS & MILLER, IN C. 14775  OLD   S	AUGUS TINE ROAD JACKSONVILLE, FL 32258
PHONE: 904 - 6 42 - 8990
EM AIL: SODER HOLMK@ETMIN C.COM

PL ANS PREPARED B

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75 Old St. Augustine Road ksonville, FL 32258

: (904) 642-8990
: (904) 646-9485

- 00002584 LC - 0000316

NOTE: THE  SCA LE OF  THE SE  PLANS  MAY H AV E CH ANGED DUE TO REPRODUCTION.

KEY SHEET REVISIONS	
DATE	BY	DESCRIPTION	

L ANDSCAP E ARCHITE CT
OF RECORD: KARL M. SODERHOLM, PLA
 	
RLA NO.: LA6666736

FISCAL YEAR	SHEET NO.
1 8	IR 01

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IRRIGATION	SCHEDULE
SYMBOL	MANUFACTURER/MODEL	ARC	E5.l	GPM
©	RD-12-SAM-P45-NP  with  R-1318	23	360	45	1.96
0	RD-12-SAM-P45-NP   with   R-1724	10	360	45	3.67
0	RD-12-SAM-P45-NP  with  RVAN18	261	Adj	45
0	RD-12-SAM-P45-NP  with  R-VAN14	354	Adj	45
RD-12-SAM-P45-NP  with  R-VAN-1724	276	Adj	45
RD-12-SAM-P45-NP   with  R-VAN  Strip	2	LCS	40	0.22
RD-12-SAM-P45-NP   with  R-VAN  Strip	RCS	40	0.22
RD-12-SAM-P45-NP   with  R-VAN  Strip	27	SST	40	0.44
IQ]
Four  Rain  Bird 1401 bubbler	53x2	360	30	4x.25

Two  Rain  Bird  PCT-07  bubbler	449x2	360	30	2x.07

Two  Rain  Bird 1401 bubbler	45x2	360	30	2x.25

SYMBOL	MANUFACTURER/MODEL/DESCRIPTION	QTY

Rain  Bird  PESB-R  in  12"  Purple  Valve Box  with	31
Hunter ICD decoder. Install a 2" Nibco T113 isolation valve prior to each group of valves in
a  12"   Purple   Valve Box.	 	

Point  of  Connection-  Existing  6"  mainline  and	2
Hunter   ID  control  wire.	See E Town Phase 1 plans

Irrigation  Lateral  Line:   PVC  Class 200  Purple	23,500 l.f.

Irrigation  Mainline:   PVC  3"   Class 200  Purple	5,200 l.f. Gasket Bell

Directional Bore: HDPE 3608 IPS SDR11 Directional Bore.
All 3"  directional  bores  to  have  fused  ends  and  be  used  as the mainline. All  1-1  /2"  directional  bores  with  the  mainline  shall be used for a control wire sleeve. All 1'' directional
bores shall have fused ends and be used for lateral  pipe. Fused ends shall be HPDE to Schedule 40 fittings. All directional bores  shall  be a minimum  36"  deep  and  extend a minimum of 30" past pavement.	

RADIUS

18'

23'

18'

14'

24'

5'x15'

5'x15'

5'x30'

3'

3'

3'

Valve Callout
Valve Number Valve Flow Valve Size	
REVISIONS	 	T
KARL M. SODERHOLM, PLA	

14775 Old St. Augustine Road Jacksonville, FL 32258

TEL: (904) 642-8990
FAX:  (904) 646-9485

CA - 00002584 LC - 0000316

LICENSE NO. LA6666736	THE PARC GROUP	
S.R.  9B	AND E- TOWN PKWY TABULATION OF QUANTITIES	SHEET NO.	
DATE	DESCRIPTION	DATE	DESCRIPTION						
									
						ROAD NAME	COUNTY	ETM JOB NO.:		
IR02	
						SR 9B &
E-TOWN PKWY	
DUVAL	
13-102-02			

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IRRIGATION	NOTES:
The  plans  and  drawings   are  diagrammatic   of  the  work   to   be performed.  Some	8.	Irrigation contractor shall adjust all sprinklers, controller and other devices to  obtain components  may  be  shown  outside  the  work   area   for   clarity.  The  work   shall  be  executed		specified operating parameters, including coverage, operating pressure, flow rates and
in  a  manner  to  avoid  conflicts  with  utilities  and  other  elements  of   construction,  including	operation  time,  as indicated	on the drawings and in the irrigation system specifications. landscape materials. All deviations from the plans shall be approved by the owner's
representative  before  being  inst all ed .   The  contractor     shall   not   willfully  install any aspect	9.  Contractor  to   provide   installation   shop   drawings   and  manufacturer   product   information   for of  the  irrigation  system  as  shown  on   the   plans  and  drawings,   when  it   is  obvious  in  the		all  irrigation  components.  All  installations  shall  be  as  recommended  by  manufacturers.  The field  that   obstructions,   grade  differences,   or  discrepancies   exist   that  might  not   have  been		quantities shown in the legends and symbol sheets shall not be used for bidding
known   during  the  design   of   the   irrigation  system.  In  the   event   that  notification   of  the	purp oses . The contractor will be responsible for conducting a  comprehensive  materials conflict   is  not   approved   by  the   owner's   representative,   the  contractor   will assume  full	takeoff to determine the actual quantities of material necessary to execute the work responsibility   for all  revisions.	described in the docum en t s.

The  irrigation   system   shall  be  installed  in   accordance   with   the   plans, irrigation  system	10. All trenches shall be backfilled with clean, debris-free materials. Clean sand shall be used specifications   and  all  contract   documents.   The   contractor   shall   comply   with all  prevailing		for bedding  material  if  parent  soil  cannot  be  adequately  rid  of  rock  and  other  extraneous  local   codes, ordinances,  and	regu l at ion s.		debr is. Pulling pipe shall be pr ohibit ed .

Contractor   shall   verify   all   site   conditions,   including   utility  locations,   before installation   of	11. All  solvent  welding  shall  be  preceded  by  priming  of  the  fittings  and pipe  as  recommended  the  irrigation   system.   All   utilities   and  structures   may  not  be  shown   on   the plans  -		by the manufacturer.
contractor to verify. Coordinate all irrigation system construction with existing and new
plantings   to   avoid  conflict   or  interference   with  location   of  piping,   sleeving, cables,  and	12. Irrigation contractor to  install  Christy  zone  tags  with  the  corresponding  controller  zone service  utilities.  The  contractor   is  responsible   for   coordinating   installation   with   all  other		number.
construction on site, especially landscape inst all at ion . Irrigation system shall be relocated
at   no  additional   cost   for   any  conflict   with   landscape  installation   or  any other  site	13. All changes of direction mainline fittings shall be accomplished via the use of ductile  iron  construction   or   existing   conditions.   All   components   that   are  not   contained within  the		elbows  and  tees  w/   proper   thrust  blocking.	Install PVC gasket  service  tees  at  valve specific  areas  shown  or  called  out   on  the   drawings  will  not	be ac cep t ed .  All piping and		locations.
other components are to remain within the property of the owner.
14. The irrigation contractor shall be directly responsible for all directional boring.
Where existing or new trees, light standards, signs, electronic controllers and/or other
objects  are an  obstruction  to an irrigation  sprinkler's  pattern,  the component  and piping	15. All unsized pipe shall be 3/4". shall be relocated as necessary to obtain proper coverage of an irrigation sprinkler's
pattern,   the  component   and  piping   shall   be  relocated   as  necessary  to   obtain the  proper	16. Irrigation lateral lines to be buried at a depth of 12".  coverage without damaging the obstruction. Owner's representative shall determine
whether   an   obstruction   occurs or  not.	17 . Irrigation mainlines to be buried at a depth of 18 " .

Component  spacing  are  ma xim um. Do not	exceed  spacing  shown  or  noted  on  the  pl an s.	18.	All components installed by the irrigation contractor, shall be located on the  "AS-BUILT" Component   spacing  may  be  adjusted   to   accommodate   changes   in   terrain and planting		dr a wi ngs . The mainline, control valves, isolation  valves,  ground  rods  and  spliced  boxes layout  as  long  as  the   modified  spacing  do  not   exceed  the   spacing  shown  in   the  plans.		shall be located with a measurement from two fixed points.
Unless shown otherwise, contractor shall provide 100% coverage.
19 . Irrigation contractor shall secure any and all necessary permits for the work prior to
All  materials  and equipment  shown  shall  be  new  and  installed  as  detailed  on  the plans. If	commencement of his operations  on-site.  Copies  of  the  permits  shall  be  sent  to  the the  drawings  do  not  thoroughly  describe  the  techniques  to  be  used,  the installer  shall	landscape supervisor.
follow the installation methods and instructions recommended by their manu fa ct ur er .
20. Install Leemco restraints for all mainline isolation valves per manufacture specifications.
The location of the irrigation mainline shall be identified  in  the  field  and  approved  by  the  owner's representative before ins t all at ion .	
REVISIONS	

 	T	14775 Old St. Augustine Road Jacksonville, FL 32258

TEL: (904) 642-8990
FAX:  (904) 646-9485

CA - 00002584 LC - 0000316

KARL  M. SODERHOLM, PLA	LICENSE NO. LA6666736	THE PARC GROUP	
S.R.  9B	AND E-TOWN PKWY
/RR/GA TION NO TES	SHEET
NO.	
DATE	DESCRIPTION	DATE	DESCRIPTION					
								
					ROAD NAME	COUNTY	ETM JOB NO.:		
IR03	
					SR 9B &
E-TOWN PKWY	
DUVAL	
13-102-02			

 

ClarkR

1/31/20

12:16: 47  pm	G: \13-102\13-102-02\Landscape\Plat\13-102-02 IRR-plat.dwg

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I RR I GA TI ON	NOTES	(continued):
The c on t r ol wire sh all be Hunter ID1pur.  All  sp li ces  into  Hunter  I D wir e1  c on t r ol  wire  to  be made    with    3M -   db r6   water proof   connectors.	A ll wire sp li c es from the decoder to the
c on t ro l  val ve  to  be  made  with  3M -  db y6  wire  connectors.  The  c on t r ol  wire  sh all  be grounded every 500' along the wire pat h. I nst all Hunter I CD decoders at val ve l oca t ion s.

Mult ipl e  zones  to  operate  at  one   time   with   total   flow   not   to   exceed   70   gpm   on   either  side of E Town parkway off a 3" m ain li ne.	
REVISIONS	

 	T	14775 Old St. Augustine Road Jacksonville, FL 32258

TEL: (904) 642-8990
FAX:  (904) 646-9485

CA - 00002584 LC - 0000316

KARL  M. SODERHOLM, PLA	LICENSE NO. LA6666736	THE PARC GROUP	
S.R.  9B	AND E-TOWN PKWY
/RR/GA TION NO TES	SHEET
NO.	
DATE	DESCRIPTION	DATE	DESCRIPTION					
								
					ROAD NAME	COUNTY	ETM JOB NO.:		
I R 0 4	
					SR 9 B &
E- TOWN PKWY	
DUVAL	
13 - 1 02 - 0 2			

 

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TEL: (904) 642-8990

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S.R.  9B	AND E- TOWN PKWY

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Jacksonville, FL 32258
TEL: (904) 642-8990
FAX:  (904) 646-9485
CA - 00002584 LC - 0000316
KARL  M. SODERHOLM, PLA	LICENSE NO. LA6666736

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14775 Old St. Augustine Road Jacksonville, FL 32258

THE PARC GROUP

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FAX:  (904) 646-9485

CA - 00002584 LC - 0000316

LICENSE NO. LA6666736

ROAD NAME

SR 9B &
E-TOWN PKWY

COUNTY

DUVAL

ETM   JOB  NO.:

13-102-02

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FAX:  (904) 646-9485

CA - 00002584 LC - 0000316

KARL   M.  SODERHOLM,   PLA	LICENSE NO. LA6666736	THE PARC GROUP	
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14775 Old St. Augustine Road Jacksonville, FL 32258

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THE PARC GROUP

S.R.  9B	AND E-TOWN PKWY

SHEET
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 		                 FAX:  (904) 646-9485

CA - 00002584 LC - 0000316

ROAD NAME
SR 9B &
E-TOWN PKWY

COUNTY

DUVAL

ETM JOB NO.:

13-102-02

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14775 Old St. Augustine Road Jacksonville, FL 32258

THE PARC GROUP

9B AND E- TOWN PKWY

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TEL: (904) 642-8990
FAX:  (904) 646-9485

CA - 00002584 LC - 0000316

ROA D NAME

SR   9 B &

COUNTY

ETM JOB NO.:

S.R. L A NDSCAP E	PLAN

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KARL M. SODERHOLM, PLA

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DATE	DESCRIPTION	 	T

THE PARC GROUP

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14775 Old St. Augustine Road
Jacksonville, FL 32258
TEL: (904) 642-8990
FAX:  (904) 646-9485

ROAD NAME

COUNTY

ETM JOB NO.:

9B	AND E-TOWN PKWY

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/RR/GA TION PLAN

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CA - 00002584 LC - 0000316
KARL  M. SODERHOLM,PLA	LICENSE NO. LA6666736

SR 9 B &
E- TOWN PKWY

DUVAL

13 - 1 02 - 0 2

I R 2 2	0
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MIN. 12"

1''-2" BELOW MOW
HEI GHT MAX  3"	ABOV E
ADJAC ENT FINI SH GRAD FI NI SHED GRAD E
j_	( TURF AR EAS)
1-1I-i	i	POP-UP   SPRAY  HE AD
INSTALLED A T FI NI SH GRAD E
MIN. 15"	FOR   RECT GULAR

ZONE  LA TER AL LINE

LA TER AL TEE	S X MT 90

VAR TEK FLEXIBLE PIPE

SECTION VIEW	SPRAY HEAD INSTALLATION DETAIL

SCALE: NTS

NOTES:
INSTALL BOX TOP BETWEEN	VA LVE BOX 1''-2" BELOW MOW HEI GHT IN TURF
AR EAS. INSTALL BOX 2" ABOV E
MULCH  IN MULCHED  SHRUB  AR E AS.	R.O. W.	R. O. W.
I NSTALL   ALL  VA LVES,   WIR E	I-	-I	-•□ IRRI  GA TI ON   VA LVE
SP ECS,  ETC.,  IN  LANDSCAP ED BEDS	ROUND OR 12"	                               ROADWAY	r	SI DE WA LK
WHERE VER  POSSIBLE   AND   AS  FAR	FOR	PE	PIPES	3'M NIMUM  DEPT---!	r
AWAY FR OM VEH I CU LAR TR AV EL	RECTANGULAR
LAN ES AS FEAS IBLE.	------+- MIN . 2"
CLEARANC E	\_	\_TRANSITION  FI TTIN G	TR ANS I TI ON  FITTING /
I NSTALL ON E VA LVE PER VA LVE	CLASS  200	PVC	CLASS  200	PVC
BOX.	MIN. 2"
SEE PLANS  FOR  BOX  LOCA TI ON,		CLE ARANC E SI ZE,  AND SH AP E.	SIDE VIEW

VALVE BOX DETAIL	CROSS SECTION

SCALE: NTS	SCALE: NTS	
REVISIONS	

 	T	14775 Old St. Augustine Road Jacksonville, FL 32258

TEL: (904) 642-8990
FAX:  (904) 646-9485

CA - 00002584 LC - 0000316

KARL  M. SODERHOLM, PLA	LICENSE NO. LA6666736	THE PARC GROUP	
S.R.  9B	AND E-TOWN PKWY
/RR/GA TION DETAILS	SHEET
NO.	
DATE	DESCRIPTION	DATE	DESCRIPTION					
								
					ROAD NAME	COUNTY	ETM JOB NO.:		
I R2 3	
					SR 9 B &
E- TOWN PKWY	
DUVAL	
13 - 1 02 - 0 2			

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NOTES:
1 /2"	R AD.( TYP)
t	 '	5/	"	VA LVE GROUPINGS SH ALL NOT H AV E MORE TH AN 3 VA LVE BO XES AND 1 GATE VA LVE BOX.
1-1	/  4  "	+	\
-	I
f	'	IRRIGATED WITH 		--1-------1,-/-, 8" t	PL AS TI C TAGS SH ALL BE AFFI XED TO E AC H VA LVE WI TH THE ZONE NUMBER AND ZONE TYPE
1 / 2	t	RECLAIMED WATER	t	( TURF , SHRUB , ET C.) PREPRINTED OR LAB ELED WI TH INDELIBLE I NK .
------
1 / 2
4-  3/ 8" 1 2"
1 /  27"	f  3/ 4"
5/8"	-	-	-	-	-
7t	♦	DO NOT DRINK • NO BEBER 	,.
0	t	STANDARD
l	-------- 18"----	VA LVE BOX, TYP.	BRAND BOX
1 /2"	(7/yy1p "	( 1 7 " W X 21 " L
( t YP)	X  1 2" HT )	COV ER S WI TH 2"
36"	LETTER S, TYP.
(MAX)
12"	r	'	r
( MIN)	•
+- 71 " L
T2 .	r
V- 1	YP	V- 2	V- 3

FINI SHED  GRAD E
'-	.J

18"
( MI N)
I	
GA TE
NOTES:	VA LVE
HEIGHT OF SIG N WI LL DEPEND ON LOCA TI ON  AND SURROUND ING LANDSCAP E PL AN T TYP ES.	.----	- STANDARD	VALVE BOX, TYP.
IN ALL CAS ES, THE SIG N SH ALL BE VI SI BLE TO THE PUBLIC .
'-	.1	(1 2" Hx1 2" Wx17 " L)
BACKGROUND SH ALL BE WHI TE, LETTER S SH ALL BE BLACK ( HEL VETI CA, SWI SS 721 COR EL OR ACC EPT AB LE EQUA L) AND BORDER SH ALL BE PANTONE PURPLE 522C.
ENGINEERING  GRAD E REFLECTIVE MATERIALS SH ALL BE USED.	NE
SIG N MATERIAL SH ALL BE OF 0.040 GAUGE METAL.
POST SH ALL BE 2- 3/ 8" OD ALUMI NUM PIPE, HO T DIP GA LVAN I ZED PER AS TM A - 1 23.
MOUNTING H ARDWAR E SH ALL BE STAI NLE SS STEEL.
SIG NS SH ALL BE PLACED BY THE CON TRAC TOR IN ACCORDANC E WI TH CH AP TER 62 - 610 " ACC ESS CON TROL AND ADV I SORY SIG NS", FAC, THE COUN TY APPROV ED ENGINEERING PLANS AND/OR AS APPROV ED BY THE UTILITIES.
ADVISORY SIGN	VALVE BOX DETAIL

SCALE: NTS	SCALE: NTS	
REVISIONS	

 	T 	14775 Old St. Augustine Road Jacksonville, FL 32258

TEL: (904) 642-8990
FAX:  (904) 646-9485

CA - 00002584 LC - 0000316

KARL  M. SODERHOLM,PLA	LICENSE NO. LA6666 736	THE PARC GROUP	
S.R. 9B AND E-TOWN PKWY
/RR/GA TION DETAILS	SHEET
NO.	
DATE	DESCRIPTION	DATE	DESCRIPTION					
								
					ROAD NAME	COUN TY	ETM JOB NO.:		
IR24	
					SR 9B &
E- TOWN PKWY	
DUVAL	
13-102-02			

ClarkR

1 /31 /20	12:18: 47   pm	G: \ 13- 102\ 13- 102- 02\ Lan dscape\ Plot\ 13 - 102 - 02 IRR- plot. dwg

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NOTE:	WIRE NUT UL SIZED AND RATED FOR NUMBER OF WIRES
1.   INSTALL   ALL WIRE  SPLICES	AND VOLTAGE IN  1 0"	VAL VE BOX.
STEP 1
STRIP WIRES ACCORDING TO MANUFACTURER'S
INSTRUCTIONS,   TWIST  TOGETHER   TO FORM  SOLID	-	FINISHED GRADE
 		'	CONNECTION		iNTtT11;;1
=
STEP  2	TWIST  WIRE  NUT  ONTO  WIRE	A
ENDS
MIN. 12"	11
MIN.   18"	i'	1 I i'
STRAIN RELIEF
SYSTEM	_Ill	I
'
STEP  3	STEP  4	'	STEP  5	'
INSERT  WIRE	SNAP  LID	VERIFY WIRE
NUT  INTO	CLOSED	POSITION AND
CONNECTOR	SECURE LID
AS  REQUIRED	CONNECTION
BY	---HIGH  IMPACT UV
MANUFACTURER	RESISTANT  TUBE
PREFILLED   WITH
MOISTURE	NOTES :
RESISTANT  GEL	1.	ALL TRENCHING TO BE OUTSIDE OF EXISTING TREE DRIP LINE.

NO ROCKS, BOULDERS, OR SHAPR OBJECTS TO BE IN TRENCH BACKFILL.

ALL PIPE TO BE INSTALLED AS RECOMMENDED BY MANU FACTURER .

.	AT  EACH  CHANGE   IN MAINLINE   DIRECTION   INSTALL A  30"	LOOP OF EXTRA WIRE.

BUNDLE WIRE WITH ELECTRICAL TAPE EVERY 1 O'.

WATERPROOF WIRE CONNECTION	TRENCH, PIPE, AND WIRE DETAIL

SCALE: NTS	SCALE: NTS	
REVISIONS	

 	T 	14775 Old St. Augustine Road Jacksonville, FL 32258

TEL: (904) 642-8990
FAX:  (904) 646-9485

CA - 00002584 LC - 0000316

KARL M. SODERHOLM, PLA	LICENSE NO. LA6666736	THE PARC GROUP	
S.R. 9B AND E-TOWN PKWY
/RR/GA TION DETAILS	SHEET
NO.	
DATE	DESCRIPTION	DATE	DESCRIPTION					
								
					ROAD NAME	COUNTY	ETM JOB NO.:		
IR25	
					SR 9B &
E-TOWN PKWY	
DUVAL	
13-102-02			

ClarkR

1 /31 /20	12:18: 52  pm	G: \13-102\13-102-02\Landscape\Plot\13-102-02 IRR-plot.dwg

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ro fl	 	- PIPE, TYPI CA L ( TYP.)
=··	-REB AR   BENT   AROUND   FI TTIN G,
.	.	r/t/a1	fe"- , '<#- -	(ifTING	TYP.
',-</.-.</  -CONCR ETE   THRU ST  BLOCK	TYP.
UNDISTURBED SOI L, TYP.
CROSS	45· ELL

TES:
PL AN T TO BE IRRI GA TED,	SUPP LY   LINE S 2  1/2"	IN DIAMETER AND L ARG ER SHALL RECEIVE
SEE IRRI GA TI ON PLANS	CONCR ETE THR UST BLOCKS AS SPECIFIED HEREIN
ALL CONCR ETE TO BE 3,000 PSI OR STRONGER
F OR 45", go· & TEES USE A MIN. OF 2 C. F. PER THRUST BLOCK.
BUBBLER	FITTINGS   TO   BE   WRA  PPED   IN VISQUEEN  BEFORE	POURING THE THR UST
BLOCK
PLANTING SAU
CON TI NU OUS	NNY PIPE

FINI SH GRAD		AND BUBBLERS	ELL	45· ELL TH	SOI L
THRUST BLOCK INSTALLATION DETAIL
E AC H BUBBLER
INDI VI DU ALLY TIED INT	SCALE: NTS
FUNN Y PIPE WI TH
BARBED FI TTIN GS	VA LVE BOXES TO BE INSTALLED
OU TSIDE OF HORI ZON TAL CLEARANC E
AR E AS
UNDISTURBED / STAB I LIZE	WA TERPR OOF WIR E ­
SOIL	BARBED  go·	CONN ECTI ON
FI TTIN G	30"	MIN.	FINI SHED GRAD E
COI LED
LA TER AL LINE PVC PIPE		WIR E	tWhri'	 				ELE CTRI CA L TH  FUNN Y PIPE				 		- CON TROL
TO BUBBLER	BARBED  TEE	VA LVE
VA LVE BOX
SCH.  80  T. O.	 	
NOTES:	NIPPLE	 		 		 	
BUBBLERS  SH ALL BE PLACED  ON  THE UPHILL  SIDE  OF ANY  SLOP ES &  ON  THE  OPPOS ING		- MA INLINE PIPE SIDE S OF E AC H ROOTBALL WI THI N THE SAUC ER	ROUTE PIPE		AND FI TTINGS
BUBBLERS  TO  BE INSTALLED ADJAC ENT  TO ROOTBALL  PERIMETER,  DO  NOT INSTALL BUBBLER	UNDER BOX	 		 		 	
ON  TOP  OF  ROOTBALL  OR  NEXT TO TRUNK	 			-	#67 GRAV EL SUMP
REFER   TO  PLANS  FOR  BUBBLER   FLOW  VOLUME   AND  BUBBLER   QUAN  TI TIES  PER TREE  OR	A
PALM	y 6" MIN. OR GR E A TER
AS REQUIRED BY
MANUFACTURER

BUBBLER APPLICATION	ELECTRIC CONTROL VALVE

SCALE: NTS	SCALE: NTS	
REVISIONS	

 	T 	14775 Old St. Augustine Road Jacksonville, FL 32258

TEL: (904) 642-8990
FAX:  (904) 646-9485

CA - 00002584 LC - 0000316

KARL  M. SODERHOLM,PLA	LICENSE NO. LA6666736	THE PARC GROUP	
S.R. 9B AND E-TOWN PKWY
/RR/GA TION DETAILS	SHEET NO.	
DATE	DESCRIPTION	DATE	DESCRIPTION					
								
					ROAD NAME	COUN TY	ETM JOB NO.:		I R 26	
					SR 9B &
E- TOWN PKWY	
DUVAL	
13-102-02			

Cla rkR	1 / 31/ 20

12:18: 57  pm	G: \ 13-102\13-102-02\Landscape\ Plot \ 13 - 102 - 02 IRR- plot. dwg

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STEP  2		TWIST WIRE NUT ON TO WIRE ENDS

-	STRAIN RELIEF SYST EM

MIN . 18"

MIN. 12"

 STEP 3
IN SERT WIRE NUT INTO CONNECTOR AS REQUIRED BY
MANUFACTURER

 STEP 4 SNAP LID CLOSED

 STEP 5 VERIFY WIRE POSITION AND SECUR E LID

'

CONN ECTION
-HIGH IMPACT UV RESISTANT TUBE PREFILLED WITH MOISTURE RESISTANT GEL

 '	

NOTES:
ALL TRENCHING

NO  ROCKS, BOU

ALL  PIPE  TO BE

A T E ACH CHANC

BUNDLE  WIRE WI

WATERPROOF WIRE CONNECTION	TRENCH, PIPE,

SCALE: NTS	SCALE: NTS