Item 11 - Plans24' ACCESS
EASEMENT
24' DRAINAGE, FIRE LANE, &
ACCESS EASEMENT
24' DRAINAGE, FIRE
LANE, & ACCESS
EASEMENT
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E E E E E E E E E E E E E E E E E E E E E E
101,308 Sq. Feet
2.33 Acres
LOT 12
BLOCK 3R
LOT 11
BLOCK 3R
LOT 5R6
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LOT 10
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50,824 Sq. Feet
1.17 Acres
50,484 Sq. Feet
1.16 Acres
LOT 13R2
BLOCK 3R
LOT 13R1
BLOCK 3R
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SURVEYORS CERTIFICATE
STATE OF TEXAS
COUNTY OF TARRANT
I hereby certify that this plat is true and correct and was
prepared from an actual Survey of the property made on the
ground under my supervision.
_____________________________________________
Tommy Q. Burks
Registered Professional Land Surveyor No. 5509
Burks Land Surveying
223 CR 1260
Decatur, Tx 76234
200'100'0'100'200'
FILED AS INSTRUMENT # _______________
DATE _______________
PLAT REVISION
OF
LOTS 13R1 AND 13R2, BLOCK 3R
CIMMARRON ACRES ADDITION
BEING A REVISION OF
LOT 13, BLOCK 3R
CIMMARRON ACRES ADDITION
TO THE
CITY OF SOUTHLAKE
TARRANT COUNTY, TEXAS
2.33 ACRES
AUGUST 1, 2024
23318
ZA24-0034
DEVELOPED BY:
CHRISTIANSON COMPANIES
4609 33RD AVENUE S, STE 400
FARGO, ND 58104
(701)499-3936
CONTACT: TANNER BRANDT
PREPARED BY:
BURKS LAND SURVEYING
223 CR 1260
DECATUR, TEXAS 76234
(817)228-5577
E-MAIL: BLSURVEY98@YAHOO.COM
CONTACT: QUINT BURKS
UTILITY EASEMENTS:
ANY PUBLIC UTILITY, INCLUDING WISE COUNTY, SHALL HAVE THE RIGHT TO MOVE AND KEEP MOVED ALL OR
PART OF ANY BUILDING, FENCES TREES, SHRUBS, OR OTHER GROWTHS OR IMPROVEMENTS WHICH IN ANY WAY
ENDANGER OR INTERFERE WITH THE CONSTRUCTION MAINTENANCE, OR EFFICIENCY OF ITS RESPECTIVE SYSTEMS
ON ANY OF THE EASEMENTS SHOWN ON THE PLAT; AND ANY PUBLIC UTILITY, INCLUDING WISE COUNTY, SHALL
HAVE THE RIGHT AT ALL TIMES OF INGRESS AND EGRESS TO AND FROM AND UPON SAID EASEMENTS FOR THE
PURPOSE OF CONSTRUCTION, RECONSTRUCTION, INSPECTION, PATROLLING, MAINTAINING AND ADDING TO OR
REMOVING ALL OR PART OF ITS RESPECTIVE SYSTEMS WITHOUT THE NECESSITY AT ANY TIME OF PROCURING
THE PERMISSION OF ANYONE.
DRAINAGE EASEMENT RESTRICTION:
NO CONSTRUCTION, OR FILLING WITHOUT THE WRITTEN APPROVAL OF THE WISE COUNTY COMMISSIONER'S
COURT, SHALL BE ALLOWED WITHIN A DRAINAGE EASEMENT. NO OBSTRUCTION TO THE NATURAL FLOW OF
WATER SHALL OCCUR.
NOTICE:
DUE TO UNKNOWN LOCATIONS OF UNDERGROUND UTILITIES, IN PARTICULAR GAS AND OIL FACILITIES, THE
DEVELOPER IS TO MAKE KNOWN ALL LOCATIONS OF EXISTING PIPELINE AND/OR EASEMENTS, INCLUDING
BLANKET EASEMENTS, ACROSS THE PROPERTY.
PUBLIC OPEN SPACE RESTRICTION:
NO STRUCTURE, OBJECT, OR PLANT OF ANY TYPE MAY OBSTRUCT VISION FROM A HEIGHT OF THIRTY (30)
INCHES TO A HEIGHT OF TEN (10) FEET ABOVE THE CROWN OF THE ROAD, INCLUDING, BUT NOT LIMITED TO
BUILDINGS, FENCES, WALKS, SIGNS, TREES, SHRUBS, CARS, TRUCKS, ETC., IN THE PUBLIC OPEN SPACE
EASEMENT AS SHOWN ON THE PLAT. THESE OPEN SPACE EASEMENTS WILL REMAIN IN EFFECT UNTIL VACATED
BY A COURT ORDER ISSUED BY THE COMMISSIONER'S COURT OF WISE COUNTY
FLOODWAY EASEMENT RESTRICTION:
NO CONSTRUCTION, WITHOUT THE WRITTEN APPROVAL OF WISE COUNTY COMMISSIONER COURT, SHALL BE
ALLOWED WITHIN A FLOODWAY EASEMENT, AND THEN ONLY AFTER DETAILED ENGINEERING PLANS AND STUDIES
SHOW THAT NO FLOODING WILL RESULT, THAT NO OBSTRUCTION TO THE NATURAL FLOW OF WATER WILL
RESULT; AND SUBJECT TO ALL OWNERS OF THE PROPERTY AFFECTED BY SUCH CONSTRUCTION BECOMING A
PARTY TO THE REQUEST. WHERE CONSTRUCTION IS PERMITTED, ALL FINISHED FLOOR ELEVATIONS SHALL BE A
MINIMUM OF TWO (2) FEET ABOVE THE INUNDATION LIMITS.
OWNER'S CERTIFICATE
STATE OF TEXAS
COUNTY OF tarrant
VICINITY MAP
(NOT TO SCALE)
APPROVED BY THE PLANNING AND ZONING COMMISSION
DATE: __________________________________
CHAIRMAN: _____________________________
P&Z SECRETARY: ________________________
APPROVED BY THE CITY COUNCIL
DATE: __________________________________
MAYOR: __________________________________
CITY SECRETARY: ________________________
PRELIMINARY USE ONLY.
THIS DOCUMENT SHALL NOT BE RECORDED FOR ANY PURPOSE
AND SHALL NOT BE USED OR VIEWED OR RELIED UPON AS A
FINAL SURVEY DOCUMENT
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Fri 40,6U,/0inp Line r I 4016uddinq Line ZI
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DRAINAGE AND UTILITY
EASCMENT 1 25'
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180.
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229.63' 178.30' 1 179.30' £XISr l5-UTIL ESMr.,Cob. A,SL.JJ21 S490
38'11''w EXISr.20'UTIL ESMT,Cob . A,St JJ21 387.93' S890 38'11"W 5J745' I-
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2!9ALON5J,
G• A', JLCABDC1NEiPAW 2JeVOUACBOX283. fr,
WOR TAP, rX 76u7 um-
cozurs rAe ALL
LOT CORNERS SHALL BE 5/8" IRON PIN SET UNLESS
OTHERWISE NOTED NOTE
BEARINGS
BASED ON THE SOUTH LINE OF CIMMARRON ACRES ADDITION CIMMARRON
ACRES ADDITION AS RECORDED IN CABINET A, SLIDE 3321 BEING
S 89' 38'11" W TR
4AI4 K. "
OE LEE VOLUAC
1505, PALM 149J J220
w. SOU rAWE 3L VD. STE C SDUTtCME,
TX 76092-67J7 Icb•
cau4 A ur zaMAC • ,
W SURVEYOR'
S CERTIFICATION: I.
EDDIE L. CHEATHAM, of CHEATHAM 5 ASSOCIATES, a Registered Professional Land
Surveyor of the State of Texas, having platted the above subdivision j
from on actual survey on the ground; and that all lot corners. and angle of >
fp,
4,
srrREo i points,
and points of curve shall be properly morked on the ground, and i'
t
that
this plat correctly represents that survey made by me or under my t
direction and supervision, DDIE
L CHEATHAM e
2346 ! 11 t)` Opts `
O±f Q i4ti ,
s,..yo Registered Professional Land Surveyor' No. 2346 uRJ
Address: 1601 E. Larnor Blvd. Suite 200 Arlington,
Texas 76011 1
S39.
35'71_'W — 350.00' 4-
F
b'
E l nL'TyL.KE BnCILEI F',i LOT
1 SLID DE445
p7 !R. 4A3 I TR. 4A1 TR. 4E vau4r°
ja s,rvA E° 4e1 STATE
OF TEX ApS CA0
ALL LBN ApOtTI °
auuE
10594, PAGE 454 1421
GREEN"; OR. STE, 700 COUNTY OF TARRANT j.G• 3119 W SOUTM.AKE BLVD. IRVING,
rX 750JS-2464 501)TKAKE, TX 76092-6732 OWNER'S CERTIFICATE
Whereas the City
of Southlake, acting by and through the undersigned, its duly authorized agent, is the sole owner of Lots 5R1, 5R2, 5R3, 5R4, 5R5, 6R1 and 6R2, Block 3, Cimmorron Acres Addition to the City
of Southlake, as recorded in Cabinet A, Slide 3321, Plot Records, Tarrant County, Texas, said realproperty being located in the Jesse G. Allen Survey, Abstract No. 18, and being conveyed by deed
as recorded in Volume 12350, Page 1588, Deed Records, Tarrant County, Texas, and being more particularly described by metes and bounds as follows Luo-caMt-AC,'
t BEGINNING at o point for the southwest corner of said Lot 6R2, Block 3, said point being in the intersection of the north right-of-way line of F.M. 1709 (Southlake Boulevard) zaVAV •a-fw0
and the east right-of-woy line of Pearson Lone, THENCE North 00
degrees 04 minutes 29 seconds East, along said east line of Pearson Lane a distance of 516.64 feet, to a 5/8 inch iron pin set for the northwest corner of Lot 6R1, said point being in
the south line of Jordon Drive (60' ROW); THENCE South 90
degrees 00 minutes 00 seconds East, along the south line of Jordan drive a distance of 860,69 feet, to a 5/8 inch iron pin set for corner in a north line of Lot 5R2, said point being in the
beginning of a curve to the left having a central ongle of 133.17'21" with a radius of 50.00 feet and a long chord bearing N76' 28'42"E a distance of 91.81 feet; THENCE Northeasterly, along
said curve on arc length of 116.32 feet, to a I/2 inch iron pin found for corner THENCE South 80
degrees 11 minutes 53 seconds East, a distance of 332,28 feet, to a I/2 inch iron pin found for the northeost corner of Lot 5RL THENCE South 00
degrees 04 minutes 36 seconds West, a distance of 203.42 feet, to a /2 inch iron pin found for the southeast corner of Lot SR1 THENCE South 89
degrees 38 minutes 11 seconds West, a distance of 889,520 feet, to a 5/8 inch iron pin set for the northwest corner of Lot 5R6; THENCE South 00
degrees 21 minutes 49 seconds East, a distance of 270.00 feet, to a 5/8 inch iron pin set for corner in the north line of Southloke Boulevard; THENCE South 89
degrees 38 minutes 11 seconds West, a distance of 390,00, to the POINT OF BEGINNING, and containing 411,624 square feet or 9,449 acres
of land. NOW, THEREFORE, KNOW
ALL MEN BY THESE PRESENTS, THAT the City of Southlake, by and through the undersigned, its duly authorized agent, does hereby adopt this plat designating the hereinobove described
property as Lots 7 lhru 13, Block 3R, Cimmarron Acres Addition, an addition to the City of Southlake, Tarrant County, Texas, and does hereby dedicate the rights -of -way
and easements shown thereon to the public's use unless otherwise noted. This plot does not alter or remove existing restrictions or covenants, if any, on the property. There are no
existing liens qn this property. Witness my hand
this W day of
2005.
r _I STATE
OF TEXAS
Andf Wambsgonss Mayor City of Southlake COUNTY OF TARRANT
BEFORE ME, the
undersigned Notary Public, in and for said county and state, on this day personally appeared , Andy Wambsgonss, Mayor of the City of Southlake, known to me to be the person whose name is
subscribed to the foregoing instrument and acknowledged to me that he executed the some for the purposes and consideration therein xgre sed, in the capacity therein stated, and as the
act and deed of the City of Southlake. ft GIVEN under my
hand and seal of office on this theday of t 2005. t.Gwwto Z r A fw Vhn
Cfnln ..f T.—• `. 41 /l i W
S GRAPHIC
SCALE
0
30 60
120 IN FEET 1
1 inch = 60
ft. VlC/NIIY 61,
4A N'S NOTE
THE OWNERS
OF ALL CORNER LOTS SHALL MAINTAIN SIGHT TRIANGLES IN
ACCORDANCE WITH THE CITY SUBDIVISION ORDINANCE NOTE
SELLING A
PORTION OF ANY LOT WITHIN THIS ADDITION BY METES AND
BOUNDS IS A VIOLATION OF STATE LAW AND CITY ORDINANCE AND
IS SUBJECT TO FINES AND WITHHOLDING OF UTILITIES AND
BUILDING PERMITS, NOTE THE CITY
OF SOUTHLAKE RESERVES THE RIGHT TO REQUIRE MINIMUM
FINISH FLOOR ELEVATIONS ON ANY LOT CONTAINED WITHIN
THIS ADDITION THE MINIMUM ELEVATIONS SHOWN ARE
BASED ON THE MOST CURRENT INFORMATION AVAILABLE AT
THE TIME THE PLAT IS FILED AND MAY BE
SUBJECT TO CHANCE, ADDITIONAL LOTS, OTHER THAN THOSE
SHOWN, MAY ALSO BE SUBJECT TO MINIMUM FINISH FLOOR
CRITERIA. OWNER SURVEYOR -ENGINEER
CITY OF SOUTHLAKE
CHEATHAM & ASSOCIATES 1400 MAIN STREET
1601 E.LAMAR BLVD. SUITE 200 SOUTHLAKE, TEXAS 76092
ARLINGTON, TEXAS 76011 817) 481-5581 (
817) 548-0696 CONTACT DENNIS KILLOUGH
CONTACT GORDON JOHNS 411,624 SQ.
FT.OR 9.449 GROSS ACRES 407,950 SQ.
FT. OR 9,365 NET ACRES APPROVED BY THE
PLANNING AND ZONING COMMISSION Date: 11 A
5, 2•D*5' /14- Chairman: UUU(111V11,
f1-AV1141W PB,Z Secretary: ~
44- F 4, APPROVED BY THE
CITY COUNCIL Dote: Pxy l7
2-005 Mayor 1L _/ City
Secretory: THIS
PLAT FILED
IN CABINET A SLIDE 4 1'VS3!f DATE 13. PLAT REVISION LOT
7 THRU
13 BLOCK 3R CIMMARRON
ACRES ADDITION
TO THE THE
CITY OF SOUTHLAKE n TARRANT COUNTY, TEXAS
J in c
c
BEING
AREVISIONOFLOTSITHRUR5RaLOTS5R1
AND
6R2, BLOCK 3 a CIMMARRON ACRES ADDITION
TO THE CITY OF SOUTHL KE D AS RECORDED IN
CABINET A. SLIDE 3321 I PLAT RECORDS, TARRANT
COUNTY, TEXAS AND BEING 9.
449 ACRES SITUATED IN THE JESSE G. ALLEN SURVEY ABSTRACT No. 18.
TARRANT COUNTY, TEXAS 7 LOTS JULY,
2005 CASE
NO. ZA
05-041
D205284702
MAY, 2024
P R E L I M I N A R Y
FOR REVIEW ONLY
Not for Construction or Permit Purposes
P.E. No.
Engineer
Date
DAVID GREGORY
89296 05/15/2024
CIVIL CONSTRUCTION PLANS FOR THE CONSTRUCTION
OF
TOMMY'S EXPRESS CAR WASH
LOCATED AT
101 N. PEARSON LANE
SOUTHLAKE, TEXAS
PLOT DATE:
TOMMYS EXPRESS
CAR WASH
101 N. PEARSON LANE
SOUTHLAKE, TEXAS
CAR WASH JOB NO: 1091-03DCG Engineering, Inc.1668 Keller Parkway, Suite 100Keller, Tx 76248Phone: (817) 874-2941 or (817) 201-4477www.dcgengineering.comEngineering Firm Registration Number F-21947P R E L I M I N A R Y
FOR REVIEW ONLY
Not for Construction or Permit Purposes
P.E. No.
Engineer
Date
DAVID C. GREGORY
89296 05/16/2024
CHRISTIANSON
C O M P A N I E S
C1
SITE CIVIL
GENERAL NOTES
PLOT DATE:
TOMMYS EXPRESS
CAR WASH
101 N. PEARSON LANE
SOUTHLAKE, TEXAS
CAR WASH JOB NO: 1091-03DCG Engineering, Inc.1668 Keller Parkway, Suite 100Keller, Tx 76248Phone: (817) 874-2941 or (817) 201-4477www.dcgengineering.comEngineering Firm Registration Number F-21947P R E L I M I N A R Y
FOR REVIEW ONLY
Not for Construction or Permit Purposes
P.E. No.
Engineer
Date
DAVID C. GREGORY
89296 05/16/2024
CHRISTIANSON
C O M P A N I E S
C1.1
CITY
GENERAL NOTES
RETAIL
CENTER
6,909 S.F.
(CONCEPTUAL)
FM 1709
WEST SOUTHLAKE BLVD
(134' TXDOT R.O.W.)PEARSON LANE(R.O.W. VARIES)TRASH
ENCLOSURE
DRIVE 1
DRIVE 2PROP. BUILDING 4,625 SQ FT110' CAR WASH 12
5 6
13
13
RETAIL
CENTER
6,909 S.F.
(CONCEPTUAL)
FM 1709
WEST SOUTHLAKE BLVD
(134' TXDOT R.O.W.)PEARSON LANE(R.O.W. VARIES)TRASH
ENCLOSURE
DRIVE 1
DRIVE 2PROP. BUILDING 4,625 SQ FT110' CAR WASH 12
5 6
13
13
FM 1709
WEST SOUTHLAKE BLVD
(134' TXDOT R.O.W.)PEARSON LANE(R.O.W. VARIES)9"9'-4"20'-0"
6" DIAMETER GUARD POSTSLEEVE FOR CANE
BOLT.
CONC. FOOTING
CONST. JOINTS @
10'-0" O.C.
18 GA. PAINTED
METAL GATE
(BOX RIB)
6" THICK PCC SLAB W/
6"X 6"-1.4X1.4 W.W.F. ON
6" GRAVEL BASE.
6" C.F.
#4xCONT. E.W.
@ 4'-0" O.C.13'-4"1
SITE PLAN
PLOT DATE:
TOMMYS EXPRESS
CAR WASH
101 N. PEARSON LANE
SOUTHLAKE, TEXAS
CAR WASH JOB NO: 1091-03DCG Engineering, Inc.1668 Keller Parkway, Suite 100Keller, Tx 76248Phone: (817) 874-2941 or (817) 201-4477www.dcgengineering.comEngineering Firm Registration Number F-21947P R E L I M I N A R Y
FOR REVIEW ONLY
Not for Construction or Permit Purposes
P.E. No.
Engineer
Date
DAVID C. GREGORY
89296 11/27/2023
CHRISTIANSON
C O M P A N I E S
8' MASONRY SCREEN
WALL TO MATCH
PRINCIPAL BUILDING
8'-0"8' MASONRY COLUMNS
(TYP.)8' MASONRY PANELS
(TYP.)120' R.O.W.
FPTRASH
ENCLOSURE
DRIVE 1
DRIVE 2PROP. BUILDING 4,625 SQ FT110' CAR WASH NOPARKINGDO NOTENTERFPTRASH
ENCLOSURE
DRIVE 1
DRIVE 2PROP. BUILDING 4,625 SQ FT110' CAR WASH NOPARKINGDO NOTENTERFM 1709
WEST SOUTHLAKE BLVD
(134' TXDOT R.O.W.)PEARSON LANE(R.O.W. VARIES)C3
SITE PLAN
PLOT DATE:
TOMMYS EXPRESS
CAR WASH
101 N. PEARSON LANE
SOUTHLAKE, TEXAS
CAR WASH JOB NO: 1091-03DCG Engineering, Inc.1668 Keller Parkway, Suite 100Keller, Tx 76248Phone: (817) 874-2941 or (817) 201-4477www.dcgengineering.comEngineering Firm Registration Number F-21947P R E L I M I N A R Y
FOR REVIEW ONLY
Not for Construction or Permit Purposes
P.E. No.
Engineer
Date
DAVID C. GREGORY
89296 05/16/2024
CHRISTIANSON
C O M P A N I E S
FPRETAIL
CENTER
6,909 S.F.
(CONCEPTUAL)
TRASH
ENCLOSURE
DRIVE 1
DRIVE 2PROP. BUILDING 4,625 SQ FT110' CAR WASH 12
5 6
13
13
NOPARKINGFM 1709
WEST SOUTHLAKE BLVD
(134' TXDOT R.O.W.)PEARSON LANE(R.O.W. VARIES)PLOT DATE:
TOMMYS EXPRESS
CAR WASH
101 N. PEARSON LANE
SOUTHLAKE, TEXAS
CAR WASH JOB NO: 1091-03DCG Engineering, Inc.1668 Keller Parkway, Suite 100Keller, Tx 76248Phone: (817) 874-2941 or (817) 201-4477www.dcgengineering.comEngineering Firm Registration Number F-21947P R E L I M I N A R Y
FOR REVIEW ONLY
Not for Construction or Permit Purposes
P.E. No.
Engineer
Date
DAVID C. GREGORY
89296 05/16/2024
CHRISTIANSON
C O M P A N I E S
C4
DIMENSION
CONTROL PLAN
FPRETAIL
CENTER
6,909 S.F.
(CONCEPTUAL)
TRASH
ENCLOSURE
DRIVE 1
DRIVE 2PROP. BUILDING 4,625 SQ FT110' CAR WASH 12
5 6
13
13
NOPARKINGFPRETAIL
CENTER
6,909 S.F.
(CONCEPTUAL)
TRASH
ENCLOSURE
DRIVE 1
DRIVE 2PROP. BUILDING 4,625 SQ FT110' CAR WASH 12
5 6
13
13
NOPARKINGFM 1709
WEST SOUTHLAKE BLVD
(134' TXDOT R.O.W.)PEARSON LANE(R.O.W. VARIES)C5
GRADING PLAN
PLOT DATE:
TOMMYS EXPRESS
CAR WASH
101 N. PEARSON LANE
SOUTHLAKE, TEXAS
CAR WASH JOB NO: 1091-03DCG Engineering, Inc.1668 Keller Parkway, Suite 100Keller, Tx 76248Phone: (817) 874-2941 or (817) 201-4477www.dcgengineering.comEngineering Firm Registration Number F-21947P R E L I M I N A R Y
FOR REVIEW ONLY
Not for Construction or Permit Purposes
P.E. No.
Engineer
Date
DAVID C. GREGORY
89296 05/16/2024
CHRISTIANSON
C O M P A N I E S
LEGEND
FM 1709
WEST SOUTHLAKE BLVD
(134' TXDOT R.O.W.)OHEOHEOHEOHEOHEOHEOHEOHEOHEOHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE
655.6
656.5
655.5
655.9
654.7
654.1652.1
651.5651.3
652.2
652.3
652.8
653.5653.3
653.4
654.0
654.6
653.8653.8
653.5
652.7
652.9
652.6
651.8
651.8
650.5
650.9
651.5
651.8
652.2
652.4
653.0
653.4653.6652.8
652.9
653.1
652.9652.7
653.1
652.7
652.8
652.4
651.6
651.7
651.2
650.4
649.3
649.6
650.7
652.1
652.2
652.7
653.1
653.3653.8
653.0
653.4
652.9
652.2
651.6
650.9
650.3648.3PEARSON LANE(R.O.W. VARIES)OHE
OHE
W W W W W W W W W W W W W W W W W W WSSSSSSSSSSSSWWWWWWWWWWWWWWWWWW W
SSSSSSSSSSSSSSSSSSSS
W W W W W W W W W W W W6"
12"
6"
12"W W W W W W W W W W W
C6.1
EXISTING
DRAINAGE
AREA MAP
PLOT DATE:
TOMMYS EXPRESS
CAR WASH
101 N. PEARSON LANE
SOUTHLAKE, TEXAS
CAR WASH JOB NO: 1091-03DCG Engineering, Inc.1668 Keller Parkway, Suite 100Keller, Tx 76248Phone: (817) 874-2941 or (817) 201-4477www.dcgengineering.comEngineering Firm Registration Number F-21947P R E L I M I N A R Y
FOR REVIEW ONLY
Not for Construction or Permit Purposes
P.E. No.
Engineer
Date
DAVID C. GREGORY
89296 11/27/2023
CHRISTIANSON
C O M P A N I E S
FPRETAIL
CENTER
6,909 S.F.
(CONCEPTUAL)
FM 1709
W. SOUTHLAKE BLVD.N PEARSON LNTRASH
ENCLOSURE
DRIVE 1
DRIVE 2PROP. BUILDING 4,625 SQ FT110' CAR WASH 12
5 6
13
13
COCO
FM 1709
WEST SOUTHLAKE BLVD
(134' TXDOT R.O.W.)OHEOHEOHEOHEOHEOHEOHEOHEOHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE
655.6
656.5
655.5
655.9
654.7
654.1652.1
651.5651.3
652.2
652.3
652.8
653.5653.3
653.4
654.0
654.6
653.8653.8
653.5
652.7
652.9
652.6
651.8
651.8
650.5
650.9
651.5
651.8
652.2
652.4
653.0
653.4653.6652.8
652.9
653.1
652.9652.7
653.1
652.7
652.8
652.4
651.6
651.7
651.2
650.4
649.3
649.6
650.7
652.1
652.2
652.7
653.1
653.3653.8
653.0
653.4
652.9
652.2
651.6
650.9
650.3648.3PEARSON LANE(R.O.W. VARIES)OHE
OHESSSSSSSSSSSS SSSSSSSSSSSSSSSSSSSS6"6"
PLOT DATE:
TOMMYS EXPRESS
CAR WASH
101 N. PEARSON LANE
SOUTHLAKE, TEXAS
CAR WASH JOB NO: 1091-03DCG Engineering, Inc.1668 Keller Parkway, Suite 100Keller, Tx 76248Phone: (817) 874-2941 or (817) 201-4477www.dcgengineering.comEngineering Firm Registration Number F-21947P R E L I M I N A R Y
FOR REVIEW ONLY
Not for Construction or Permit Purposes
P.E. No.
Engineer
Date
DAVID C. GREGORY
89296 11/27/2023
CHRISTIANSON
C O M P A N I E S
C6.2
PROPOSED
DRAINAGE
AREA MAP
FPTRASH
ENCLOSURE
PROP. BUILDING 4,625 SQ FT110' CAR WASH FM 1709
WEST SOUTHLAKE BLVD
(134' TXDOT R.O.W.)PEARSON LANE(R.O.W. VARIES)C7
EROSION
CONTROL PLAN
PLOT DATE:
TOMMYS EXPRESS
CAR WASH
101 N. PEARSON LANE
SOUTHLAKE, TEXAS
CAR WASH JOB NO: 1091-03DCG Engineering, Inc.1668 Keller Parkway, Suite 100Keller, Tx 76248Phone: (817) 874-2941 or (817) 201-4477www.dcgengineering.comEngineering Firm Registration Number F-21947P R E L I M I N A R Y
FOR REVIEW ONLY
Not for Construction or Permit Purposes
P.E. No.
Engineer
Date
DAVID C. GREGORY
89296 05/16/2024
CHRISTIANSON
C O M P A N I E S
FPRETAIL
CENTER
6,909 S.F.
(CONCEPTUAL)
TRASH
ENCLOSURE
DRIVE 1
DRIVE 2PROP. BUILDING 4,625 SQ FT110' CAR WASH COCOFPRETAIL
CENTER
6,909 S.F.
(CONCEPTUAL)
TRASH
ENCLOSURE
DRIVE 1
DRIVE 2PROP. BUILDING 4,625 SQ FT110' CAR WASH COCO
C8.1
UTILITY PLAN
PLOT DATE:
TOMMYS EXPRESS
CAR WASH
101 N. PEARSON LANE
SOUTHLAKE, TEXAS
CAR WASH JOB NO: 1091-03DCG Engineering, Inc.1668 Keller Parkway, Suite 100Keller, Tx 76248Phone: (817) 874-2941 or (817) 201-4477www.dcgengineering.comEngineering Firm Registration Number F-21947P R E L I M I N A R Y
FOR REVIEW ONLY
Not for Construction or Permit Purposes
P.E. No.
Engineer
Date
DAVID C. GREGORY
89296 11/27/2023
CHRISTIANSON
C O M P A N I E S
FPRETAIL
CENTER
6,909 S.F.
(CONCEPTUAL)
TRASH
ENCLOSURE
DRIVE 1
DRIVE 2PROP. BUILDING 4,625 SQ FT110' CAR WASH FM 1709
WEST SOUTHLAKE BLVD
(134' TXDOT R.O.W.)PEARSON LANE(R.O.W. VARIES)PLOT DATE:
TOMMYS EXPRESS
CAR WASH
101 N. PEARSON LANE
SOUTHLAKE, TEXAS
CAR WASH JOB NO: 1091-03DCG Engineering, Inc.1668 Keller Parkway, Suite 100Keller, Tx 76248Phone: (817) 874-2941 or (817) 201-4477www.dcgengineering.comEngineering Firm Registration Number F-21947P R E L I M I N A R Y
FOR REVIEW ONLY
Not for Construction or Permit Purposes
P.E. No.
Engineer
Date
DAVID C. GREGORY
89296 11/27/2023
CHRISTIANSON
C O M P A N I E S
C9
PAVING &
JOINTING
PLAN
NOTE:
REVERSE SLOPE ON GUTTER
PAN AS REQUIRED ON PLANS.
24"
2"10"12"R6"R12"7"2"NOT TO SCALED6STANDARD ROLL CURB DETAIL4"12"REVERSE PAN
YCS017C10.1
CIVIL SITE
DETAILS
PLOT DATE:
TOMMYS EXPRESS
CAR WASH
101 N. PEARSON LANE
SOUTHLAKE, TEXAS
CAR WASH JOB NO: 1091-03DCG Engineering, Inc.1668 Keller Parkway, Suite 100Keller, Tx 76248Phone: (817) 874-2941 or (817) 201-4477www.dcgengineering.comEngineering Firm Registration Number F-21947P R E L I M I N A R Y
FOR REVIEW ONLY
Not for Construction or Permit Purposes
P.E. No.
Engineer
Date
DAVID C. GREGORY
89296 05/16/2024
CHRISTIANSON
C O M P A N I E S
VAN ACCESSIBLE
AMERICANS WITH DISABILITIES ACT (ADA)
PARKING SIGN
HANDICAP SIGN
6"1'-4"1'-6"3"CLR.NOTE:
STUCCO MAY BE
OMITTED IF C.M.U. IS
SPLIT FACE BLOCK,
SLUMP STONE
BLOCK, OR FLUTED
BLOCK.
SOLID GROUT ALL
CORES
#5 HORIZ. BAR @ TOP (TYP.)
TIE TO #5 VERT. BARS
#5 BARS @ 48" O.C. CONT. THRU
WALL & INTO FTG. W/ 3" HOOK.
8"X 8"X 16" C.M.U WALL W/
DUR-O-WALL EVERY
SECOND COURSE.
STUCCO & PAINT TO
MATCH BUILDING.
6" THK. P.C.C. SLAB ON 6"
AGG. BASE W/ #4xCONT.
E.W. @ 4'-0" O.C.
NOTE:
FOOTINGS SHALL
EXTEND 18"
MINIMUM BELOW
ADJACENT FINISH
GRADE/SURFACE
OR BELOW FROST
DEPTHS PER
LOCAL CODES SEE
SOILS REPORT FOR
ANY ADDITIONAL
DESIGN CRITERIA.
PAVEMENT
SURFACE AS
SPECIFIED
#5 BARS CONT.
TOP & BOTTOM
#5 HORIZ. BAR @ MID. HGT.
TIE TO #5 VERT. BAR (TYP.)6"1'-0"1'-6"1'-4"3"CLR.6" THK. P.C.C. SLAB ON 6"
AGG. BASE W/ #4xCONT.
E.W. @ 4'-0" O.C.
5" X 5" X 1/4" T.S
EMBEDDED INTO
FOOTING 12". ATTACH
METAL GATES TO BOTH
SIDES
8" X 8" X 16" C.M.U.
COLUMN
(2) #5 BARS
SOLID GROUT ALL
CORES
1" X 18 GA. METAL DECK
3"X 4"X 1/4" METAL ANGLE
FRAME 4 SIDES EA. GATE
6"
1"Ø GALV. PIPE,
FASTEN / WELD TO
GATE FRAME - TYP.
3/4"Ø SOLID
SLIDE BOLT.
WORK TO MATCH BLOCK WALL
PRIME AND PAINT ALL METAL
3"
NOTE:
3"
1.ALL HARDWARE AND ACCESSORIES SHALL BE HEAVY GALVINIZED.
TYPE 'B' 1 1/2" DECKING
TACK WELD TO FRAME
63.4.1 GALV. FRAME
GATE STOP - MUSHROOM TYPE OR FLUSH PLATE WITH ANCHORS SET IN CONCRETE
TO ENGAGE THE CENTER DROP ROD OR PLUNGER BAR.
2.
CRIMP EDGES
NOTES:
1. LOCATION SHALL BE APPROVED BY THE PUBLIC WORKS DEPARTMENT.
2. AREAS SHALL BE ACCESSIBLE FOR DELIVERY AND COLLECTION.
3. GATES SHALL BE CORRUGATED METAL DOORS AND MUST BE APPROVED BY PUBLIC WORKS
DEPARTMENT PRIOR TO INSTALLATION.
4. GATE LATCHES SHALL BE OF THE PLUNGER BAR TYPE OR EQUIVALENT AS APPROVED BY
THE PUBLIC WORKS DEPARTMENT.
5. SEE ATTACHED SPECIFICATIONS, NOTES AND PROCEDURES
TRASH ENCLOSURE DETAIL MATERIAL SPECIFICATIONS:
1. CONCRETE BLOCK: 6" MINIMUM IN SIZE. ASTM C90.
2. REINFORCING STEEL: ASTM 615. GRADE 40.
3. ACCEPTABLE SOIL TYPES:
A. MIN. ALLOWABLE BEARING: 1000 LBS'/SQ. FT
B. MIN. LATERAL BEARING: 100 LBS'/SQ. FT./FT.
C. MAX EXPANSION INDEX: 20
4.CONCRETE: 2000 LBS'/SQ. IN. IN 28 DAYS.
5. MORTAR: 1: 1/4:3 (PORTLAND CEMENT: HYDRATED LIME OR LIME PUTTY: SAND. BY VOLUME).
MIXED TO PLASTIC CONSISTENCY. REFER TO UBC TABLE 24-A FOR OTHER TYPES OF CEMENT.
6. GROUT: 1:1/10:3 (PORTLAND CEMENT: HYDRATED LIME OR LIME PUTTY: SAND BY
VOLUME).MIX TO FLOW WITHOUT SEGREGATION. GROUT MAY CONTAIN 2 PARTS PEA GRAVEL
(3/8" MAX. SIZE).
MINIMUM COMPRESSIVE STRENGTH: 2000 LBS/SQ. IN. REFER TO UBC TABLE 24-B FOR OTHER
TYPES OF CEMENT.
GENERAL NOTES:
1. THIS DESIGN IS FOR AVERAGE CONDITIONS AND MAY NOT BE SUITABLE FOR ALL CASES. IT
IS RECOMMENDED THAT A LICENSED CIVIL OR STRUCTURAL ENGINEER BE CONSULTED.
2. FOOTINGS SHALL BE IN NATURAL SOIL OR CERTIFIED FILL..
3. BLOCKS TO BE STAGGERED (RUNNING BOND).
4. ALL CELLS CONTAINING REINFORCING STEEL SHALL BE GROUTED.
5. APPROVED GROUT STOPS ARE REQUIRED BELOW HORIZONTAL STEEL IN PARTIALLY
GROUTED WALLS. BAGS. NEWSPAPERS, ETC. ARE NOT APPROVED GROUT STOPS.
6. INITIAL BED JOINT SHALL BE 1/4"MIN. 1 "MAX. SUBSEQUENT BED JOINTS SHALL BE 14"- MIN., 5 8"
MAX.
7. VERTICAL CONTINUITY OF CELLS SHALL BE UNOBSTRUCTED. M0RTAR PROJECTIONS SHALL
NOT EXCEED 12" FOR 6" AND LARGER BLOCK. MORTAR DROPPINGS OR OTHER FOREIGN
MATTER ARE NOT PERMITTED IN CELLS AND MUST BE REMOVED.
8. EXPANSION JOINTS REQUIRED AT 60'-0· MAX. INTERVALS.
9. REQUIRED BAR LAPS:
A. VERTICAL STEEL : 30 BAR DIAMETERS.
B. HORIZONTAL STEEL: 40 BAR DIAMETERS.
C. WIRE JOINT REINFORCEMENT IN THE MORTARED BED JOINT: 75 WIRE DIAMETERS OR IN
ALTERNATE BED JOINTS OF RUNNING BOND. 54 DIAMETERS PLUS TWICE THE BED JOINT
SPACING.
10. WHERE HORIZONTAL WIRE JOINT REINFORCEMENT IS REQUIRED OR UTILIZED. IT SHALL BE
EQUIVALENT TO TWO 3/16' DIAMETER BARS CONNECTED AT 16" INTERVALS BY NO. 9 GAUGE
WELDED WIRE.
11. FOR PIPES AND CONDUIT EMBEDDED IN MASONRY, REFER TO SEC. 24-07(g). UBC.
12. 3" MIN. COVER REQUIRED FOR REINFORCEMENT IN CONCRETE WHICH IS CAST AGAINST
EARTH.
INSPECTION PROCEDURES:
1. FOUNDATION: AFTER TRENCHES ARE DUG, STEEL IS TIED IN PLACE AND BEFORE ANY
CONCRETE IS POURED.
2. PREGROUT: AFTER ALL BLOCKS (EXCEPT CAP) ARE IN PLACE. VERTICAL AND HORIZONTAL
STEEL IS IN PLACE, GROUT STOPS (FOR PARTIALLY GROUTED MASONRY) ARE IN PLACE. AND
PRIOR TO GROUTING.
3. FLNAL: AFTER GROUT IS IN PLACE AND PRIOR TO PLACEMENT OF CAP.
(2) EQUAL (±6'-0") WIDE x 6'-0" HIGH MTL. GATES, TYPE 'B' 1 1/2" DECKING, 22GA. W/ T.S.
5 X 5 X .1875 BAR CROSS BRACING WELD AND GRIND SMOOTH ALL CONNECTIONS,
TYP. PRIME AND PAINT COLOR TO MATCH PLASTER.8" MIN.3/8" DIA. A.B. 14" x 2" @
16" O.C. VERT., BOLT
TO T.S. W/ACORN NUT
ON OUTSIDE
2 PAIR McKINNEY T4B3781
HINGES EA. GATE WELDED TO
GATE & POST
GROUT SOLID W/ CONCRETE
METAL SCREED
STUCCO ON METAL
LATH
#5 VERT. BAR
@ 48" O.C.
#5 HORIZ. BARS
@ TOP & MID HGT.
5"X 5"X 1/4" T.S. W/ 5"X 5"X
1/4" CAP PLATE EMBEDED
12" INTO FOOTING
8"X 8"X 16"
C.M.U. WALL9"9'-4"20'-0"13'-4"SINGLE WIDE6" DIAMETER GUARD POSTSLEEVE FOR CANE
BOLT.
CONC. FOOTING
CONST. JOINTS @
10'-0" O.C.
18 GA. PAINTED
METAL GATE
(BOX RIB)
6" THICK PCC SLAB W/
6"X 6"-1.4X1.4 W.W.F. ON
6" GRAVEL BASE.
SEE JAMB DETAIL
AT RIGHT
6" C.F.
3
C10.2
3
C10.2
7
C10.2
#4xCONT. E.W.
@ 4'-0" O.C.
5"X 5"X 1/4" T.S. EMBEDED
12" INTO FOOTING.
A
4
B
4
6'-0"6"PAINT INSIDE TO MATCH
BLDG.- EPOXY PAINT
5"X 5"X 1/4" T.S. EMBEDED
12" INTO FOOTING.
18 GA. CLEANED, PRIMED
& PAINTED METAL GATE.
(BOX RIB)6'-0"6"8
C10.2 13'-4"NOTES
1. FOUNDATION SHOWN IS A TYP.
DESIGN. WIND LOADS OF MORE
THAN 100 MPH & UNSTABLE SOIL
CONDITIONS MAY REQUIRE AN
ALTERNATE DESIGN. VERIFY
CONDITION OF SOILS WITH SOILS
REPORTS.
2. FOUNDATIONS SHALL EXTEND
BELOW FROST DEPTH PER LOCAL
CODES.
3
4" HEAVY WALL CONDUIT EXTEND
TO BUILDING ELECT. SERVICE
TOP OF PAVEMENT
3
4" STL. BASE PLATE
10" (STD)
11" (WIND)
10" (
S
T
D
)
11" (
W
I
N
D
)
(4) #5 BARS w/ #3 TIES @ 12" -
LOCATE ALTERNATE LOCATIONS
FROM A.B.
2'-6" HIGH RIGID FIBER FORM
(SONOTUBE) FORM FILLED WITH
CONCRETE.
(4) 3
4"X24"X4" ANCHOR BOLTS W/
2-3/4" MIN. BOLT PROJECTION
(STD).
(4) 1"X36"X4" ANCHOR BOLTS W/
31
2" MIN. BOLT PROJECTION (100+
MPH WINDS)
2" HAND HOLE
W/ COVER
12" ABOVE
BASE
4" SQ. STL. LIGHT POLE
(STANDARD)
5" SQ. STL. POLE (100+
WIND LOAD AREAS)
3" x 3" HOLE IN BASE AND
LEVELING PLATE FOR CONDUIT
ACCESS
1
4" STL. LEVELING PLATE
3
4" SPACE. NO GROUT
91
2" BOLT CIRCLE (STD)
11" BOLT CIRCLE (+100
MPH WIND)
3
4" STL. BASE PLATE (STD)
1" (100+ MPH WIND LOADS) ON
A 1
4" THK. LEVELING PLATE.
1" DIA. BOLT HOLES (STD)
11
4" DIA. BOLT HOLES (WIND)
BASE PLATE
FOUNDATION2'-6"2'-0"5'-0" MINIMUM OR BELOW LOCAL FROST DEPTHDUMPSTER WALL TO BE
STONE AND ROCK TO
MATCH BUILDING.
C10.2
CIVIL SITE
DETAILS
PLOT DATE:
TOMMYS EXPRESS
CAR WASH
101 N. PEARSON LANE
SOUTHLAKE, TEXAS
CAR WASH JOB NO: 1091-03DCG Engineering, Inc.1668 Keller Parkway, Suite 100Keller, Tx 76248Phone: (817) 874-2941 or (817) 201-4477www.dcgengineering.comEngineering Firm Registration Number F-21947P R E L I M I N A R Y
FOR REVIEW ONLY
Not for Construction or Permit Purposes
P.E. No.
Engineer
Date
DAVID C. GREGORY
89296 05/16/2024
CHRISTIANSON
C O M P A N I E S
"D"S
E
E
P
L
A
N
V
A
RIE
S
S
A
N
D "X"STANDARD CONSTRUCTION DETAILS
WATER
WATER DETAILS
SD-01WATER.DWGLASTSAVED:9/4/20158:11AMPRINTED:5/9/201312:01PM
SANITARY SEWER DETAILS
STANDARD CONSTRUCTION DETAILS
SEWER
SD-02SEWER.DWGLASTSAVED:9/4/20158:26AMPRINTED:5/9/201312:01PM
STANDARD CONSTRUCTION DETAILS
PAVING
CONCRETE PAVING DETAILSVARIABLERADII
SD-03PVMT-C.DWGLASTSAVED:9/4/20158:30AMPRINTED:5/9/201312:01PM
20'min."R"4
"
R
2
"
R
STANDARD CONSTRUCTION DETAILS
PAVING
HMAC PAVING DETAILS
SD-04PVMT-H.DWGLASTSAVED:9/4/20158:32AMPRINTED:5/9/201312:01PM
6"6"
STANDARD CONSTRUCTION DETAILS
PAVING
MISCELLANEOUS PAVING DETAILSVARIABLERADII
SD-05PVMT-M.DWGLASTSAVED:9/4/20158:35AMPRINTED:5/9/201312:01PM
STANDARD CONSTRUCTION DETAILS
DRAINAGE
STORM DRAIN DETAILS
1. ALL CONCRETE SHALL BE CLASS "A" (5 BAGS OF CEMENT PER C.Y. AND A MINIMUM
COMPRESSIVE STRENGTH AT 28 DAYS OF 3000 PSI). ALL EXPOSED CORNERS SHALL BE
CHAMFERED 3/4" UNLESS INCORPORATED INTO SIDEWALK.
2. IN GENERAL, REINFORCING STEEL SHALL BE NO. 4 BARS, ON 12" CENTERS EACH WAY FOR
GUTTER, BOTTOM SLAB, ENDS, AND FRONT AND BACK WALLS, AND NO. 4 BARS ON 6"
CENTERS EACH WAY FOR TOP SLAB IN BOTH INLETS AND EXTENSIONS. ADDITIONAL
REINFORCING STEEL SHALL BE PLACED AROUND MANHOLES AS SHOWN.
3. ALL REINFORCING STEEL SHALL BE OPEN HEARTH NEW BILLET STEEL OF INTERMEDIATE
OR HARD GRADE CONFORMING TO ASTM A-15. DEFORMATIONS SHALL CONFORM TO ASTM
A-305-56T.
4. ALL REINFORCING STEEL SHALL HAVE A MINIMUM COVER OF 2".
5. 8'-0" OF EXISTING CURB AND GUTTER UPSTREAM AND 4'-0" OF EXISTING CURB AND GUTTER
DOWNSTREAM SHALL BE REMOVED AND RE-POURED INTEGRALLY WITH EACH INLET.
6. DIMENSIONS RELATING TO REINFORCING STEEL ARE TO THE CENTER OF BARS.
7. ALL BACKFILL SHALL BE PERFORMED BY MECHANICAL TAMPING.
8. PRECAST INLETS MUST BE APPROVED BY CITY ENGINEER.
9. ALL STORM SEWER MUST BE VIDEO INSPECTED BY CONTRACTOR. CONTRACTOR SHALL
FURNISH THE CITY WITH DVD FOR APPROVAL PRIOR TO ACCEPTANCE.
10. ALL STORM DRAIN STRUCTURES 36" DEEP OR DEEPER MUST HAVE FIBERGLASS STEPS
INSTALLED.
FRAME TO BE ANCHOR BOLTED
OR CAST INTO JUNCTION BOX
OR INLET
ASSEMBLY TO BE FURNISHED WITH A
CHAIN RETENTION DEVICE.
FRAME AND COVER SHALL BE
EAST JORDAN IRON WORKS
PRODUCT NO. 35506214,
CATALOG NO. 226L BASS LOGO,
"106-4L ASSEMBLY WITH LOCK"
OR APPROVED EQUAL.SD-06DRAIN1.DWGLASTSAVED:9/3/20152:42PMPRINTED:5/9/201312:01PM
STANDARD CONSTRUCTION DETAILS
DRAINAGE
STORM DRAIN DETAILS
SD-07DRAIN2.DWGLASTSAVED:9/3/20152:42PMPRINTED:5/9/201312:01PM
STANDARD CONSTRUCTION DETAILS
DRAINAGE
STORM DRAIN DETAILS
SD-08DRAIN3.DWGLASTSAVED:9/4/20159:00AMPRINTED:5/9/201312:01PMCITY OF
SOUTHLAKE
TEXAS
STORM
SEWER
STANDARD CONSTRUCTION DETAILS
UTILITIES
EMBEDMENT DETAILS
2'
12"
6"
6"
6"
6"
12"12"
6"
6"
12"
12"
6"
6"6"6"1/2D1/4D1/4D120°
D
6" (MIN.)
24" MIN.
CLEAR
9'-0"9'-0"
12"12"
8"
12" MIN.
NOTE: TONGUE AND GROOVE PIPE
WILL BE SEALED USING OMNI-FLEX
RUBBER COMPRESSION SEAL OR
APPROVED EQUAL.
1/2 D
4" MIN.
12"
TYP.
D
THE STANDARD EMBEDMENT DETAIL
RELATES TO INSTALLATIONS OUT FROM
UNDER PAVEMENT OR ROADWAY BASE SUCH
AS CROSS-COUNTRY EASEMENT PARKWAYS
OR ANY LOCATIONS NOT SUBJECT TO
PROPOSED STREET PAVEMENT.
6"
1/2 D
1/2 D
4" MIN.
12"
TYP.
DDIA.DIA.VAR.PIPEVAR.BOREDIA.DIA.VAR.PIPEVAR.BORENOTES:
1. ITEM NUMBERS REFER TO THE NORTH CENTRAL
TEXAS COUNCIL OF GOVERNMENTS "STANDARD
SPECIFICATIONS FOR PUBLIC WORKS
CONSTRUCTION".
2. PIPE MAY NOT BE FILLED ABOVE SPRING LINE UNTIL
LOWER PORTION IS COMPACTED TO 95% STANDARD
PROCTOR DENSITY. EMBEDMENT BELOW PIPE SHALL
BE COMPACTED BEFORE PIPE IS LAID. PIPE BELL
SHALL BE DUG OUT.
3. TRENCHES SHALL BE TESTED AT THE RATE OF ONE
TEST PER 300 LINEAR FEET PER 12 INCH LIFT (LOOSE).
TESTS SHALL BE STAGGERED SO THAT TESTS OF
ADJACENT LIFTS ARE NOT DIRECTLY OVER THAT OF
THE PREVIOUS LIFT. IF THE DISTANCE BETWEEN
MANHOLES EXCEEDS 300 FT., A MINIMUM OF TWO
TESTS SHALL BE REQUIRED.
NOTES:
1. BORINGS UNDER ROADWAYS SHALL CONFORM TO THE TEXAS DEPT.
OF TRANSPORTATION UTILITY ACCOMMODATION MANUAL.
2. SEE PLAN AND PROFILE FOR LIMITS OF BORE.
3. COMPRESSION TYPE JOINTS TO BE USED IF POSSIBLE.
4. IF COMPRESSION TYPE JOINT NOT USED THEN M.J. TYPE SHALL BE
USED AND JOINTS BOLTED BEFORE PULLING PIPE INTO PLACE.
NOTES
1. BORINGS UNDER ROADWAYS SHALL CONFORM TO THE TEXAS STATE
DEPARTMENT OF HIGHWAYS AND PUBLIC TRANSPORTATION UTILITY
ACCOMMODATION MANUAL.
2. SEE PLAN AND PROFILE FOR LIMITS OF BORE.
3. COMPRESSION TYPE JOINTS TO BE USED IF POSSIBLE.
4. IF COMPRESSION TYPE JOINT NOT USED THEN M.J. TYPE SHALL BE USED AND
JOINTS BOLTED BEFORE PULLING PIPE INTO PLACE.
5. CASING REQUIRED WITH PRESSURE PIPE UNDER NON-RESIDENTIAL PUBLIC
PAVING.
CEMENT TREATED SAND (CTS)
TO TOP OF TRENCH AND
MECHANICALLY COMPACTED
TO 95% STANDARD PROCTOR
DENSITY.
PROPOSED PAVEMENT
SECTION AS SPECIFIED
SAND (ITEM 2.1.8(f))
COMPACTED TO
95% STANDARD
PROCTOR DENSITY
CONCRETE
ENCASEMENT
(3000 P.S.I./28
DAYS)
NOTE:
REFER TO APPLICABLE
DETAILS
(BACKFILL-EMBEDMENT)
AS PER LINE LOCATION
SELECT BACKFILL
COMPACTED TO 95%
STANDARD PROCTOR
DENSITY
FILTER CLOTH COVER OVER
CRUSHED STONE BEDDING
FABRIC TO BE MIRAFI 140 NC
OR APPROVED EQUAL.
FINE CRUSHED ROCK (ITEM
2.1.8(a)) AGGREGATE
GRADE 8 COMPACTED TO
95% STANDARD PROCTOR
DENSITY
PROPOSED PAVEMENT
SECTION AS SPECIFIED
CEMENT TREATED SAND
(CTS) TO TOP OF TRENCH
AND MECHANICALLY
COMPACTED TO 95%
STANDARD PROCTOR
DENSITY.
SAND (ITEM 2.1.8(f))
COMPACTED TO
95% STANDARD
PROCTOR DENSITY
SELECT BACKFILL
COMPACTED TO
95% STANDARD
PROCTOR DENSITY
FINAL BACKFILL
PROPOSED
WATER MAIN
SDR-35 X C-900 BELL
AND SPIGOT ADAPTER
CLASS 150 PRESSURE PIPE WITH WATERTIGHT
JOINTS, SHALL BE USED FOR BOTH EXISTING
AND PROPOSED SEWER MAINS AT ALL WATER
MAIN CROSSINGS IF CLEARANCE IS LESS THAN
9'-0", AND SHALL BE USED TO REPLACE
SECTIONS OF EXISTING SEWER PIPES WHICH
SPAN PROPOSED TRENCHES.
SDR-35 X C-900 BELL
AND SPIGOT ADAPTER
SELECT BACKFILL
COMPACTED TO 95%
STANDARD PROCTOR DENSITY
OR CTS (UNDERNEATH OR
WITHIN 1.0' OF PROPOSED
PAVEMENT LIMITS)
FILTER CLOTH COVER OVER
CRUSHED STONE BEDDING
FABRIC TO BE MIRAFI 140 NC
OR APPROVED EQUAL.
BACKFILL FOR EXCAVATED
SIDES WILL BE CRUSHED STONE
MATERIAL, COMPACTED TO 70%
RELATIVE DENSITY, PLACED IN
12" LIFTS, CONFORMING TO ITEM
2.1.8a GRADE 4.
SELECT BACKFILL (LOCAL
MATERIAL) COMPACTED TO
95% STANDARD PROCTOR
DENSITY.
NATURAL GROUND
GEOTEXTILE FILTER FABRIC,
MIRAFI 140NC
3/4" CRUSHED LIMESTONE
(ITEM 2.18A) GRADE #4 TO
SPRING LINE OF PIPE
PROPOSED PAVEMENT EXISTING PAVEMENT
PAVEMENT
SECTION AS
SPECIFIED
CEMENT TREATED SAND (CTS)
MECHANICALLY COMPACTED TO
95% STANDARD PROCTOR
DENSITY
SELECT BACKFILL (LOCAL MATERIAL)
COMPACTED TO 95% STANDARD
PROCTOR DENSITY.
3/4" CRUSHED LIMESTONE
(ITEM 2.18A) GRADE #4 TO
SPRING LINE OF PIPE
PERIMETER OF BORE TO BE LARGE ENOUGH TO PERMIT THE
CASING TO BE PULLED OR JACKED THROUGH BORED
OPENING. ANNULAR VOIDS BETWEEN CASING AND BORED
HOLE ARE TO BE PRESSURE GROUTED.
ALL CASING WILL BE STEEL PIPE.
DIAMETER AND LENGTH OF CASING
AS PER SPECIFIC LOCATION. (SEE
PLAN & PROFILE SHEETS)
PIPE IN CASING WILL BE INSTALLED WITH RAYCON
CASING SPACERS OR AN APPROVED EQUAL PRODUCT.
THE SPACERS WILL BE LOCATED ON 6 1/2' (FOOT)
CENTERS FOR ALL TYPES OF P.V.C. CARRIER PIPE.
PRESSURE GROUT ANNULAR
SPACE AROUND PIPE
TYP.12"TYP.12"
TYP.
MATCH EXISTING
PAVEMENT COURSE
CEMENT TREATED SAND (CTS) OR CTB
MECHANICALLY COMPACTED TO 95%
STANDARD PROCTOR DENSITY
SELECT BACKFILL (LOCAL
MATERIAL) COMPACTED TO
95% STANDARD PROCTOR
DENSITY.
EXISTING PAVEMENT
COURSE
NORMAL EMBEDMENT
SECTION (SEE
APPROPRIATE DETAIL,
THIS SHEET)VARIES6" MIN.
2'SD-09EMB.DWGLASTSAVED:9/3/20152:42PMPRINTED:5/9/201312:01PM
STANDARD CONSTRUCTION DETAILS
TREES
TREE PROTECTION DETAILS
SD-10TREE.DWGLASTSAVED:9/3/20152:42PMPRINTED:5/9/201312:01PM
CO
COFPRETAIL
CENTER
6,909 S.F.
(CONCEPTUAL)
FM 1709
WEST SOUTHLAKE BLVD
(134' TXDOT R.O.W.)PEARSON LANE(R.O.W. VARIES)TRASH
ENCLOSURE
DRIVE 1
DRIVE 2PROP. BUILDING 4,625 SQ FT110' CAR WASH 12
5 6
13
13
COCO
COFPRETAIL
CENTER
6,909 S.F.
(CONCEPTUAL)
FM 1709
WEST SOUTHLAKE BLVD
(134' TXDOT R.O.W.)PEARSON LANE(R.O.W. VARIES)TRASH
ENCLOSURE
DRIVE 1
DRIVE 2PROP. BUILDING 4,625 SQ FT110' CAR WASH 12
5 6
13
13
COFM 1709
WEST SOUTHLAKE BLVD
(134' TXDOT R.O.W.)PEARSON LANE(R.O.W. VARIES)PLOT DATE:
TOMMYS EXPRESS
CAR WASH
101 N. PEARSON LANE
SOUTHLAKE, TEXAS
CAR WASH JOB NO: 1091-03DCG Engineering, Inc.1668 Keller Parkway, Suite 100Keller, Tx 76248Phone: (817) 874-2941 or (817) 201-4477www.dcgengineering.comEngineering Firm Registration Number F-21947P R E L I M I N A R Y
FOR REVIEW ONLY
Not for Construction or Permit Purposes
P.E. No.
Engineer
Date
DAVID C. GREGORY
89296 11/27/2023
CHRISTIANSON
C O M P A N I E S
TREE PRESERVATION SUMMARY
TREES TO BE REMOVEDVARIES
Existing Tree Cover :
Gross acreage of site:101,308 SF
Area of existing tree cover on site:7,084 SF / 0.07%
Area of existing tree cover removed:5,594 SF / 79%
Area of existing tree cover to be preserved:1,490 SF / 21%
*NOTE: Tree canopy calculations are approximate based on tree
survey and aerial imagery
TREE IDENTIFICATION
TAG TYPE SIZE CANOPY STATUS
SITE NOTES
·NO STREAMS / CREEKS / PONDS EXIST ON SITE.
·SITE HAS NO CLEAR AREAS OF ENVIRONMENTAL
CONSTRAINT AND IS SUITABLE FOR DEVELOPMENT.
·FOR DETAILED CALCULATIONS OF BUFFERYARDS
SEE L1.01 LANDSCAPE PLAN.
TREE PRESERVATION NOTES FROM CITY OF SOUTHLAKE
"PLEASE BE AWARE THAT ALL EXISTING TREES SHOWN TO BE
PRESERVED ON AN APPROVED TREE CONSERVATION PLAN MUST BE
PRESERVED AND PROTECTED DURING ALL PHASES OF DEVELOPMENT.
ALTERATION OR REMOVAL OF ANY OF THE EXISTING TREES SHOWN
TO BE PRESERVED ON THE TREE CONSERVATION PLAN IS A VIOLATION
OF THE TREE PRESERVATION ORDINANCE AND THE ZONING AS
APPROVED BY THE SOUTHLAKE CITY COUNCIL. PLEASE ENSURE THAT
THE LAYOUT OF ALL STRUCTURES, EASEMENTS, UTILITIES,
STRUCTURES, GRADING, AND ANY OTHER STRUCTURE PROPOSED TO
BE CONSTRUCTED DO NOT CONFLICT WITH EXISTING TREES
INTENDED TO BE PRESERVED."
1
TREE REMOVAL
PLAN
CO
COFPRETAIL
CENTER
6,909 S.F.
(CONCEPTUAL)
TRASH
ENCLOSURE
DRIVE 1
DRIVE 2PROP. BUILDING 4,625 SQ FT110' CAR WASH 12
5 6
13
13
COFM 1709
WEST SOUTHLAKE BLVD
(134' TXDOT R.O.W.)PEARSON LANE(R.O.W. VARIES)TOMMY'S EXPRESSCAR WASHSheet Number:
Sheet Title:
Issue Date: 1-2-24
Drawn By:
Checked By:
Project Number: 24004
Revisions W SOUTHLAKE BOULEVARD AND N PEARSON LANESOUTHLAKE, TEXASaWRAWR Designs, LLCP.O. Box 1746Aledo, Texas 76008amanda@awr-designs.comc. 512.517.5589AWR
AWRST
ATE O F T E XASTCETH
I
R
C
AEPACSDNALDEE
GEISRRT572 4AMANARICHDW.
A
RDSONTREE
MITIGATION
PLAN
L1.00
TREE PRESERVATION LEGEND
TREE TO BE REMOVED
TREE TO REMAIN
TREE PRESERVATION FENCING
GRAPHIC SCALE
FEET04020
Scale 1"=20' - 0"
TREE PRESERVATION NOTES
CONSTRUCTION METHODS:
BORING: BORING OF UTILITIES UNDER PROTECTED TREES MAY BE REQUIRED.
WHEN REQUIRED, THE MINIMUM LENGTH OF THE BORE SHALL BE THE WIDTH
OF THE CRITICAL ROOT ZONE AND SHALL BE A MINIMUM DEPTH OF FORTY (48)
INCHES.
TRENCHING: ALL TRENCHING SHALL BE DESIGNED TO AVOID TRENCHING
ACROSS CRITICAL ROOT ZONES OF ANY PROTECTED TREE. THE PLACEMENT
OF UNDERGROUND UTILITY LINES SUCH AS ELECTRIC, PHONE, GAS, ETC., IS
ENCOURAGED TO BE LOCATED OUTSIDE THE CRITICAL ROOT ZONE.
TRENCHING FOR IRRIGATION SYSTEMS SHALL BE PLACED OUTSIDE THE
CRITICAL ROOT ZONE EXCEPT THE MINIMUM REQUIRED SINGLE HEAD SUPPLY
LINE. THIS LINE IS ALLOWED TO EXTEND INTO THE CRITICAL ROOT ZONE
PERPENDICULAR TO THE TREE TRUNK WITH THE LEAST POSSIBLE
DISTURBANCE.
TREES TO BE REMOVED: ALL TREES TO BE REMOVED FROM THE SITE SHALL BE
FLAGGED BY THE CONTRACTOR WITH BRIGHT RED VINYL TAPE WRAPPED
AROUND THE MAIN TRUNK AT A HEIGHT OF FOUR (4') FEET ABOVE GRADE.
TREES TO REMAIN: ALL TREES TO REMAIN, AS NOTED ON DRAWINGS, SHALL
HAVE PROTECTIVE FENCING LOCATED AT THE TREE'S DRIP LINE. THE
PROTECTIVE FENCING SHALL BE LOCATED AS INDICATED ON THE TREE
PROTECTION DETAIL.
EXISTING TREES NOTED TO REMAIN SHALL BE PROTECTED DURING
CONSTRUCTION FROM DAMAGE AND COMPACTION OF SOIL UNDER AND
AROUND DRIP LINE OF TREE.
UNDER NO CIRCUMSTANCE SHALL THE CONTRACTOR PRUNE ANY PORTION OF
THE DAMAGED TREE WITHOUT THE PRIOR APPROVAL BY THE OWNER'S
AUTHORIZED REPRESENTATIVE.
PROHIBITED ACTIVITIES IN CRITICAL ROOT ZONE:
THE FOLLOWING ACTIVITIES ARE PROHIBITED IN THE AREAS NOTED AS THE
CRITICAL ROOT ZONE.
MATERIAL STORAGE: NO MATERIALS INTENDED FOR USE IN CONSTRUCTION,
OR WASTE MATERIALS ACCUMULATED DUE TO EXCAVATION OR DEMOLITION,
SHALL BE PLACED WITHIN THE LIMITS OF THE CRITICAL ROOT ZONE OF ANY
PROTECTED TREE.
EQUIPMENT CLEANING/LIQUID DISPOSAL: NO EQUIPMENT SHALL BE CLEANED,
OR OTHER LIQUIDS DEPOSITED OR ALLOWED WITHIN THE LIMITS OF THE
CRITICAL ROOT ZONE OF A PROTECTED TREE. THIS INCLUDES, WITHOUT
LIMITATION: PAINT, OIL, SOLVENTS, ASPHALT, CONCRETE, MORTAR OR SIMILAR
MATERIALS.
TREE ATTACHMENTS: NO SIGNS, WIRES, OR OTHER ATTACHMENTS, OTHER
THAN THOSE OF A PROTECTIVE NATURE, SHALL BE ATTACHED TO ANY
PROTECTED TREE.
VEHICULAR TRAFFIC: NO VEHICULAR AND/OR CONSTRUCTION, EQUIPMENT,
TRAFFIC, OR PARKING SHALL TAKE PLACE WITHIN THE LIMITS OF THE CRITICAL
ROOT ZONE OF ANY PROTECTED TREE OTHER THAN ON EXISTING STREET
PAVEMENT.
GRADE CHANGES: A MINIMUM OF 75% OF THE DRIP LINE AND ROOT ZONE
SHALL BE PRESERVED AT NATURAL GRADE. ANY FINE GRADING DONE WITHIN
THE CRITICAL ROOT ZONES OF THE PROTECTED TREES MUST BE DONE WITH
LIGHT MACHINERY SUCH AS A BOBCAT OR LIGHT TRACTOR. NO EARTH MOVING
EQUIPMENT WITH TRACKS IS ALLOWED WITHIN THE CRITICAL ROOT ZONE OF
THE TREES.
PROCEDURES REQUIRED PRIOR TO CONSTRUCTION:
PROTECTIVE FENCING: PRIOR TO CONSTRUCTION, THE CONTRACTOR OR
SUBCONTRACTOR SHALL CONSTRUCT AND MAINTAIN, FOR EACH PROTECTED
TREE ON A CONSTRUCTION SITE, A PROTECTIVE FENCING WHICH ENCIRCLES
THE OUTER LIMITS OF THE CRITICAL ROOT ZONE OF THE TREE TO PROTECT IT
FROM CONSTRUCTION ACTIVITY. ALL PROTECTIVE FENCING SHALL BE IN
PLACE PRIOR TO COMMENCEMENT OF ANY SITE WORK, AND REMAIN IN PLACE
UNTIL ALL EXTERIOR WORK HAS BEEN COMPLETED.
BARK PROTECTION: IN SITUATIONS WHERE A PROTECTED TREE REMAINS IN
THE IMMEDIATE AREA OF INTENDED CONSTRUCTION, AND THE LANDSCAPE
ARCHITECT OR OWNERS'S REPRESENTATIVE DETERMINES THE TREE BARK TO
BE IN DANGER OF DAMAGE BY CONSTRUCTION EQUIPMENT OR OTHER
ACTIVITY, THE CONTRACTOR OR SUBCONTRACTOR SHALL PROTECT THE TREE
BY ENCLOSING THE ENTIRE CIRCUMFERENCE OF THE TREE WITH 2"X4" LUMBER
ENCIRCLED WITH WIRE OR OTHER MEANS THAT DO NOT DAMAGE THE TREE.
THE INTENT IS TO PROTECT THE BARK OF THE TREE AGAINST INCIDENTAL
CONTACT BY LARGE CONSTRUCTION EQUIPMENT.
CASE #: ZA23-0073
PROPOSED EXISTING TREE COVER DOES NOT COMPLY WITH EXISTING TREE
PRESERVATION REQUIREMENTS OF THE TREE PRESERVATION ORDINANCE.
100% IS PROPOSED TO BE REMOVED WITHIN THE SITE PLAN AREA.
CONDITION OF TREES ON SITE TO BE VERIFIED PRIOR TO PROVIDING
MITIGATION FEES ASSOCIATED WITH REMOVAL.
CO
COFPRETAIL
CENTER
6,909 S.F.
(CONCEPTUAL)
TRASH
ENCLOSURE
DRIVE 1
DRIVE 2PROP. BUILDING 4,625 SQ FT110' CAR WASH 12
5 6
13
13
CO51
DBH
BERMUDA SOLID SOD, TYP.
2-5" MINUS SEWER
ROCK, TYP.
68
BAR
49
WM
1
RO
3
MS
3
SP
1
MB
3
DY
2
TJ
6
TS
17
MS
13
NRS
115
GL
7
MB
5
MS
10
SP
1
TJ
12
TS
9
SP
3
BAR
50
GL1
WM
3
SP
3
DY
3
BAR
3
TS
55
SC
3
SP
15
GL
3
DY
3
CE
10' BUFFERYARD
5' BUFFERYARD20' BUFFERYARD10' BUFFERYARD2
MB
1
PH
1
MB
2
CE
3
MB
5
TS
9
SP
CO
COFPRETAIL
CENTER
6,909 S.F.
(CONCEPTUAL)
TRASH
ENCLOSURE
DRIVE 1
DRIVE 2PROP. BUILDING 4,625 SQ FT110' CAR WASH 12
5 6
13
13
COFM 1709
WEST SOUTHLAKE BLVD
(134' TXDOT R.O.W.)PEARSON LANE(R.O.W. VARIES)MULCH, TYP.
10
MS
1
RO
3
TJ
3
CE
6
MB
8
MS
1
RO
3
TJ
FM 1709
WEST SOUTHLAKE BLVD
(134' TXDOT R.O.W.)PEARSON LANE(R.O.W. VARIES)TOMMY'S EXPRESSCAR WASHSheet Number:
Sheet Title:
Issue Date: 1-2-24
Drawn By:
Checked By:
Project Number: 24004
Revisions W SOUTHLAKE BOULEVARD AND N PEARSON LANESOUTHLAKE, TEXASaWRAWR Designs, LLCP.O. Box 1746Aledo, Texas 76008amanda@awr-designs.comc. 512.517.5589AWR
AWRST
ATE O F T E XASTCETH
I
R
C
AEPACSDNALDEE
GEISRRT572 4AMANARICHDW.
A
RDSONLANDSCAPE
PLAN
L1.01
GRAPHIC SCALE
FEET04020
SFDOH 1" 20' - 0"
GENERAL LAWN NOTES
1.CONTRACTOR SHALL COORDINATE OPERATIONS
AND AVAILABILITY OF EXISTING TOPSOIL WITH
ON-SITE CONSTRUCTION MANAGER
2.LAWN AREAS SHALL BE LEFT 1" BELOW FINAL
FINISHED GRADE PRIOR TO TOPSOIL
INSTALLATION.
3.CONTRACTOR TO FIND GRADE AREAS TO
ACHIEVE FINAL CONTOURS AS SHOWN ON CIVIL
DRAWINGS. POSITIVE DRAINAGE SHALL BE
PROVIDED AWAY FROM ALL BUILDINGS.
ROUNDING AT TOP AND BOTTOM OF SLOPES
SHALL BE PROVIDED AND IN OTHER BREAKS IN
GRADE. CORRECT AREAS WHERE STANDING
WATER MAY OCCUR.
4.ALL LAWN AREAS SHALL BE FINE GRADED,
IRRIGATION TRENCHES COMPLETELY SETTLED
AND FINISH GRADE APPROVED BY THE OWNER'S
CONSTRUCTION MANAGER OR LANDSCAPE
ARCHITECT PRIOR TO LAWN INSTALLATION.
5.CONTRACTOR SHALL REMOVE ALL ROCKS 3/4" IN
DIAMETER AND LARGER. REMOVE ALL DIRT
CLODS, STICKS, CONCRETE SPOILS, TRASH ETC
PRIOR TO PLACING TOPSOIL AND GRASS
INSTALLATION.
6.CONTRACTOR SHALL MAINTAIN ALL LAWN AREAS
UNTIL FINAL ACCEPTANCE.
7.CONTRACTOR SHALL GUARANTEE
ESTABLISHMENT OF ACCEPTABLE TURF AREA
AND SHALL PROVIDE REPLACEMENT IF
NECESSARY.
SOLID SOD:
1.SOLID SOD SHALL BE PLACED ALONG ALL
IMPERVIOUS EDGES, AT A MINIMUM. THIS SHALL
INCLUDE CURBS, WALKS, INLETS, MANHOLES
AND PLANTING BED AREAS. SOD SHALL COVER
OTHER AREAS COMPLETELY AS INDICATED BY
PLAN.
2.SOD SHALL BE STRONGLY ROOTED DROUGHT
RESISTANT SOD, NOT LESS THAN 2 YEARS OLD,
FREE OF WEEDS AND UNDESIRABLE NATIVE
GRASS AND MACHINE CUT TO PAD THICKNESS
OF 3/4" (+1/4"), EXCLUDING TOP GROWTH AND
THATCH.
3.LAY SOD BY HAND TO COVER INDICATED AREAS
COMPLETELY, ENSURING EDGES ARE TOUCHING
WITH TIGHTLY FITTING JOINTS, NO OVERLAPS
WITH STAGGERED STRIPS TO OFFSET JOINTS.
4.TOP DRESS JOINTS IN SOD BY HAND WITH
TOPSOIL TO FILL VOIDS IF NECESSARY
5.SOD SHALL BE ROLLED TO CREATE A SMOOTH
EVEN SURFACE. SOD SHOULD BE WATERED
THOROUGHLY DURING INSTALLATION PROCESS.
6.SHOULD INSTALLATION OCCUR BETWEEN
OCTOBER 1ST AND MARCH 1ST, OVERSEED
BERMUDAGRASS SOD WITH WINTER RYEGRASS
AT A RATE OF 4 POUNDS PER 1000 S.F.
HYDROMULCH:
1.SCARIFY AND LOOSEN ALL AREAS TO BE
HYDROMULCHED TO A MINIMUM DEPTH OF 4"
PRIOR TO TOPSOIL AND HYDROMULCH
INSTALLATION.
2.BERMUDA GRASS SEED SHALL BE EXTRA
HULLED, TREATED LAWN TYPE. SEED SHALL BE
DELIVERED TO THE SITE IN ITS ORIGINAL
UNOPENED CONTAINER AND SHALL MEET ALL
STATE/LOCAL LAW REQUIREMENTS.
3.FIBER SHALL BE 100% WOOD CELLULOSE
FIVER, DELIVERED TO THE SITE IN ITS
ORIGINAL UNOPENED CONTAINER AS
MANUFACTURED BY "CONWEB' OR EQUAL.
4.FIBER TACK SHALL BE DELIVERED TO THE SITE
IN ITS UNOPENED CONTAINER AND SHALL BE
'TERRO-TACK ONE', AS MANUFACTURED BY
GROWERS, INC OR APPROVED EQUAL.
5.HYDROMULCH WITH BERMUDA GRASS SEET AT
A RATE OF 2 POUNDS PER 1000 S.F.
6.USE A BATTER BOARD AGAINST ALL BED
AREAS TO PREVENT OVER SPRAY.
7.IF INADEQUATE MOISTURE IS PRESENT IN SOIL,
APPLY WATER AS NECESSARY FOR OPTIMUM
MOISTURE FOR SEED APPLICATION.
8.IF INSTALLATION OCCURS BETWEEN
SEPTEMBER 1ST AND MAY 1ST, ALL
HYDORMULCH AREAS SHALL BE OVER-SEEDED
WITH WINTER RYE GRASS AT A RATE OF FOUR
POUNDS PER ONE THOUSAND SQUARE FEET.
CONTRACTOR SHALL BE REQUIRED TO
RE-HYDROMULCH WITH BERMUDA GRASS THE
FOLLOWING GROWING SEASON AS PART OF
THIS CONTRACT.
9.AFTER APPLICATION, NO EQUIPMENT SHALL
OPERATE OVER APPLIED AREAS. WATER
SEEDED AREAS IMMEDIATELY AFTER
INSTALLATION TO SATURATION.
10.ALL LAWN AREAS TO BE HYDROMULCHED
SHALL ACHIEVE 100% COVERAGE PRIOR TO
FINAL ACCEPTANCE.
LANDSCAPE NOTES
1.CONTRACTOR TO VERIFY AND LOCATE ALL
PROPOSED AND EXISTING ELEMENTS. NOTIFY
LANDSCAPE ARCHITECT OR DESIGNATED
REPRESENTATIVE FOR ANY LAYOUT
DISCREPANCIES OR ANY CONDITION THAT
WOULD PROHIBIT THE INSTALLATION AS SHOWN.
SURVEY DATA OF EXISTING CONDITIONS WAS
SUPPLIED BY OTHERS
2.CONTRACTOR SHALL CALL 811 TO VERIFY AND
LOCATE ANY AND ALL UTILITIES ON SITE PRIOR
TO COMMENCING WORK. LANDSCAPE
ARCHITECT SHOULD BE NOTIFIED OF ANY
CONFLICTS. CONTRACTOR TO EXERCISE
EXTREME CAUTION WHEN WORKING NEAR
UNDERGROUND UTILITIES.
3.A MINIMUM OF 2% SLOPE SHALL BE PROVIDED
AWAY FROM ALL STRUCTURES.
4.CONTRACTOR SHALL FINE GRADE AREAS TO
ACHIEVE FINAL CONTOURS AS INDICATED. LEAVE
AREAS TO RECEIVE TOPSOIL 3" BELOW FINAL
FINISHED GRADE IN PLANTING AREAS AND 1"
BELOW FINAL FINISHED GRADE IN LAWN AREAS.
5.LANDSCAPE ISLANDS SHALL BE CROWNED, AND
UNIFORM THROUGHOUT THE SITE.
6.PLANTING AREAS AND SOD TO BE SEPARATED
BY STEEL EDGING. NO STEEL EDGING SHALL BE
INSTALLED ADJACENT TO BUILDINGS, WALKS OR
CURBS. EDGING NOT TO BE MORE THAN 1/2"
ABOVE FINISHED GRADE.
7.EDGING SHALL BE CUT AT 45 DEGREE ANGLE
WHERE IT INTERSECTS WALKS AND/OR CURBS.
8.MULCH SHALL BE INSTALLED AT 1/2" BELOW THE
TOPS OF SIDEWALKS AND CURBING.
9.QUANTITIES ON THESE PLANS ARE FOR
REFERENCE ONLY. THE SPACING OF PLANTS
SHOULD BE AS INDICATED ON PLANS OR
OTHERWISE NOTED. ALL TREES AND SHRUBS
SHALL BE PLANTED PER DETAILS.
10.CONTAINER GROWN PLANT MATERIAL IS
PREFERRED HOWEVER BALL AND BURLAP PLANT
MATERIAL CAN BE SUBSTITUTED IF NEED BE AND
IS APPROPRIATE TO THE SIZE AND QUALITY
INDICATED ON THE PLANT MATERIAL LIST.
11.TREES SHALL BE PLANTED AT A MINIMUM OF 5'
FROM ANY UTILITY LINE, SIDEWALK OR CURB.
TREES SHALL ALSO BE 10' CLEAR FROM FIRE
HYDRANTS.
12.4" OF SHREDDED HARDWOOD MULCH (2"
SETTLED THICKNESS) SHALL BE PLACED OVER
WEED BARRIER FABRIC. MULCH SHALL BE
SHREDDED HARDWOOD MULCH OR APPROVED
EQUAL, PINE STRAW MULCH IS PROHIBITED.
13.WEED BARRIER FABRIC SHALL BE USED IN PLANT
BEDS AND AROUND ALL TREES AND SHALL BE
MIRAFI 1405 WEED BARRIER OR APPROVED
EQUAL.
14.CONTRACTOR TO PROVIDE UNIT PRICING OF
LANDSCAPE MATERIALS AND BE RESPONSIBLE
FOR OBTAINING ALL LANDSCAPE AND IRRIGATION
PERMITS.
IRRIGATION:
1.ALL REQUIRED LANDSCAPE AREAS SHALL HAVE
AN AUTOMATIC IRRIGATION SYSTEM WITH A
FREEZE/RAIN SENSOR. SYSTEM SHALL ALSO
HAVE AN ET WEATHER BASED CONTROLLER AND
BE DESIGNED AND INSTALLED BY A LICENSED
IRRIGATOR.
MAINTENANCE REQUIREMENTS:
1.VEGETATION SHOULD BE INSPECTED
REGULARLY TO ENSURE THAT PLANT
MATERIAL IS ESTABLISHING PROPERLY AND
REMAINS IN A HEALTHY GROWING CONDITION
APPROPRIATE FOR THE SEASON. IF DAMAGED
OR REMOVED, PLANTS MUST BE REPLACED BY
A SIMILAR VARIETY AND SIZE.
2.MOWING, TRIMMING, EDGING AND
SUPERVISION OF WATER APPLICATIONS SHALL
BE THE RESPONSIBILITY OF THE CONTRACTOR
UNTIL THE OWNER OR OWNER'S
REPRESENTATIVE ACCEPTS AND ASSUMES
REGULAR MAINTENANCE.
3.ALL LANDSCAPE AREAS SHOULD BE CLEANED
AND KEPT FREE OF TRASH, DEBRIS, WEEDS
AND OTHER MATERIAL.
MISCELLANEOUS MATERIALS:
1.STEEL EDGING SHALL BE 3/16" X 4 X 16' DARK
GREEN DURAEDGE STEEL LANDSCAPE EDGING
UNLESS NOTED OTHERWISE ON
PLANS/DETAILS.
2.RROCK SHALL BE MINUS SEWER ROCK, 2" - 5"
DIAMETER. RIVER ROCK SHALL BE COMPACTED
TO A MINIMUM OF 3" DEPTH OVER FILTER
FABRIC.
CASE #: ZA23-0073
TOMMY'S EXPRESSCAR WASHSheet Number:
Sheet Title:
Issue Date: 1-2-24
Drawn By:
Checked By:
Project Number: 24004
Revisions W SOUTHLAKE BOULEVARD AND N PEARSON LANESOUTHLAKE, TEXASaWRAWR Designs, LLCP.O. Box 1746Aledo, Texas 76008amanda@awr-designs.comc. 512.517.5589AWR
AWRST
ATE O F T E XASTCETH
I
R
C
AEPACSDNALDEE
GEISRRT572 4AMANARICHDW.
A
RDSONLANDSCAPE
SPECS
AND DETAILS
L1.02
SHRUB PLANTING
SHRUBS OR GROUNDCOVER AS
SPECIFIED ON PLAN
PLANTING SOIL MIX. TILL IN WITH PARTS
EXISTING SOIL, EXCLUDING LARGE
CLODS AND ROCKS.
ROOT BALL, DO NOT
DISTURB
UNDISTURBED SUBGRADE / NATIVE SOIL
WEED BARRIER FABRIC
LAYER OF MULCH,
SETTLED THICKNESS
SHOULD BE 2" MIN.CURB OR SIDEWALK,
NO STEEL EDGING
ALONG WALK, TYP.
TOP OF MULCH SHOULD BE,
AT MINIMUM, 1/2" BELOW
WALK OR CURBING
REF. LANDSCAPE
PLAN FOR SPACING
2
N.T.S.
1/2" MAXIMUM
O.C. SPACINGO.C. SPACING
BACK OF CURB
MULCH
24" MIN. SETBACK
FOR SHRUBS &
GROUNDCOVERS
ALONG BACK OF
CURB TO ALLOW
FOR CAR OVERHANG
SHRUB SPACING AND PLANTING AT B.O.C.3
N.T.S.
4'
MIN.
2.5'
MIN.
SPECIFIED
BED BORDER
2'
MIN.
BACK OF CURB
MULCH PER SPECIFICATIONS
LAWN
SHRUBS AND GROUNDCOVER
REFER TO PLANS FOR PLANT TYPES
PREPARED SOIL MIX
PER SPECIFICATIONS
3/16" X 4" X 16" STEEL EDGING WITH
STAKES
NOTE: NO STEEL EDGING
TO BE INSTALLED ALONG
SIDEWALKS
1/2" MAXIMUM
STEEL EDGING DETAIL4
N.T.S.
DECOMPOSED GRANITE / RIVER ROCK5
N.T.S.
DECOMPOSED GRANITE AND/OR
RIVER ROCK TO BE
COMPACTED TO A 3" DEPTH
PLANTING AREA, REFERENCE
LANDSCAPE PLAN
DECOMPOSED GRANITE /
RIVER ROCK
ENSURE PROPER DRAINAGE
STEEL EDGING
FILTER FABRIC, WRAP
UP AT EDGING, TYP.
COMPACTED SUBGRADE
SECTION 32 9300 - LANDSCAPE
PART 1 - GENERAL
1.1 QUALIFICATIONS OF THE LANDSCAPE CONTRACTOR.
A.ALL LANDSCAPE WORK SHOWN ON THESE PLANS SHALL BE PERFORMED BY
A SINGLE FIRM SPECIALIZING IN LANDSCAPE PLANTING
1.2 REFERENCE DOCUMENTS
A.REFER TO LANDSCAPE PLANS, NOTES, SCHEDULES AND DETAILS FOR
ADDITIONAL REQUIREMENTS
1.3 SCOPE OF WORK / DESCRIPTION OF WORK
A.WORK COVERED BY THESE SECTIONS INCLUDES: FURNISH ALL
SUPERVISIONS, LABOR, MATERIALS, SERVICES, EQUIPMENT AND
APPLIANCES REQUIRED TO COMPLETE THE WORK COVERED IN
CONJUNCTION WITH THE LANDSCAPING COVERED IN LANDSCAPE PLANS
AND SPECIFICATIONS INCLUDING:
1. PLANTING (TREES, SHRUBS, GRASSES)
1.BED PREP AND FERTILIZATION
3. NOTIFICATION OF SOURCES
4. WATER AND MAINTENANCE UNTIL ACCEPTANCE
5. GUARANTEE
B.ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE
LAWS, CODES AND REGULATIONS REQUIRED BY AUTHORITIES HAVING
JURISDICTION OVER SUCH WORK, INCLUDING ALL INSPECTIONS AND
PERMITS REQUIRED BY FEDERAL, STATE AND LOCAL AUTHORITIES IN
SUPPLY, TRANSPORTATION AND INSTALLATION OF MATERIALS.
C.THE LANDSCAPE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL
UNDERGROUND UTILITY LINES (WATER, SEWER, ELECTRICAL, TELEPHONE,
GAS, CABLE, TELEVISION, ETC.) PRIOR TO THE START OF ANY WORK
1.4 REFERENCES
A.AMERICAN STANDARD FOR NURSERY STOCK PUBLISHED BY AMERICAN
ASSOCIATION OF NURSERYMEN; 27 OCTOBER 1980, EDITION; BY AMERICAN
NATIONAL STANDARDS INSTUTUTE (Z60.1) - PLANT MATERIAL
B.AMERICAN JOINT COMMITTEE ON HORTICULTURE NOMENCLATURE; 1942
EDITION OF STANDARDIZED PLANT NAMES.
C.TEXAS ASSOCIATION OF NURSERYMEN, GRADES AND STANDARDS
1.5 SUBMITTALS
A.PROVIDE REPRESENTATIVE QUANTITIES OF EACH SOIL, MULCH, BED MIX,
GRAVEL AND STONE BEFORE INSTALLATION. SAMPLES TO BE APPROVED BY
OWNER'S REPRESENTATIVE BEFORE USE.
B.SOIL AMENDMENTS AND FERTILIZERS SHOULD BE RESEARCHED AND BASED
ON THE SOILS IN THE AREA.
C.BEFORE INSTALLATION, SUBMIT DOCUMENTATION THAT PLANT MATERIALS
ARE AVAILABLE AND HAVE BEEN RESERVED. FOR ANY PLANT MATERIAL NOT
AVAILABLE, SUBMIT REQUEST FOR SUBSTITUTION.
1.6 JOB CONDITIONS, DELIVERY, STORAGE AND HANDLING
A.GENERAL CONTRACTOR TO COMPLETE WORK BEFORE LANDSCAPE
CONTRACTOR TO COMMENCE.
B.ALL PLANTING BED AREAS SHALL BE LEFT THREE INCHES BELOW FINAL
GRADE OF SIDEWALKS, DRIVES AND CURBS. ALL AREAS TO RECEIVE SOLID
SOD SHALL BE LEFT ONE INCH BELOW THE FINAL GRADE OF WALKS, DRIVES
AND CURBS. CONSTRUCTION DEBRIS SHALL BE REMOVED PRIOR TO
LANDSCAPE CONTRACTOR BEGINNING WORK
C.STORAGE OF MATERIALS AND EQUIPMENT AT THE JOB SITE WILL BE AT THE
RISK OF THE LANDSCAPE CONTRACTOR. THE OWNER CANNOT BE HELD
RESPONSIBLE FOR THEFT OR DAMAGE.
1.7 SEQUENCING
A.INSTALL TREES, SHRUBS, AND LINER STOCK PLANT MATERIALS PRIOR TO
INSTALLATION OF LAWN/SOLID SOD.
B.WHERE EXISTING TURF AREAS ARE BEING CONVERTED TO PLANTING BEDS,
THE TURF SHALL BE CHEMICALLY ERADICATED TO MINIMIZE RE-GROWTH IN
THE FUTURE. AREAS SHALL BE PROPERLY PREPARED WITH AMENDED
ORGANIC MATTER.
1.8 MAINTENANCE AND GUARANTEE
MAINTENANCE:
A.THE LANDSCAPE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR THE
MAINTENANCE OF ALL WORK FROM THE TIME OF PLANTING UNTIL FINAL
ACCEPTANCE BY OWNER.
B.NO TREES, GRASS, GROUNDCOVER OR GRASS WILL BE ACCEPTED UNLESS
THEY SHOW HEALTHY GROWTH AND SATISFACTORY FOLIAGE CONDITIONS.
C.MAINTENANCE SHALL INCLUDE WATERING OF TREES AND PLANTS,
CULTIVATION, WEED SPRAYING, EDGING, PRUNING OF TREES, MOWING OF
GRASS, CLEANING UP AND ALL OTHER WORK NECESSARY FOR
MAINTENANCE.
D.A WRITTEN NOTICE REQUESTING FINAL INSPECTION AND ACCEPTANCE
SHOULD BE SUBMITTED TO THE OWNER AT LEAST 7 DAYS PRIOR TO
COMPLETION. AN ON SITE INSPECTION BY THE OWNER'S AUTHORIZED
REPRESENTATIVE WILL BE COMPLETED PRIOR TO WRITTEN ACCEPTANCE.
E.NOTIFY OWNER OR OWNER'S REPRESENTATIVE SEVEN DAYS PRIOR TO THE
EXPIRATION OF THE WARRANTY PERIOD.
F.REMOVE DEAD, UNHEALTHY AND UNSIGHTLY PLANTS DURING WARRANTY
PERIOD
G.REMOVE GUYING AND STAKING MATERIALS AFTER ONE YEAR
H.ALL LANDSCAPE MUST BE MAINTAINED AND GRASS MOWED/EDGED ON A
WEEKLY SCHEDULE UNTIL ACCEPTANCE BY OWNER. REMOVE CLIPPINGS
AND DEBRIS FROM SITE PROMPTLY.
I.REMOVE TRASH, DEBRIS, AND LITTER. WATER, PRUNE, RESTAKE TREES,
FERTILIZE, WEED AND APPLY HERBICIDES AND FUNGICIDES AS REQUIRED.
J.COORDINATE THE OPERATION OF IRRIGATION SYSTEM TO ENSURE THAT
PLANTS ARE ADEQUATELY WATERED. HAND WATER AREAS NOT RECEIVING
ADEQUATE WATER FROM AN IRRIGATION SYSTEM.
K.THE LANDSCAPE CONTRACTOR SHALL MAINTAIN THE IRRIGATION SYSTEM IN
ACCORDANCE TO THE MAINTENANCE SERVICE TO ENSURE THE SYSTEM IS
IN PROPER WORKING ORDER WITH SCHEDULING ADJUSTMENTS BY SEASON
TO MAXIMIZE WATER CONSERVATION.
L.REAPPLY MULCH TO BARE AND THIN AREAS.
M.SHOULD SEEDED AND/OR SODDED AREAS NOT BE COVERED BY AN
AUTOMATIC IRRIGATION SYSTEM, THE LANDSCAPE CONTRACTOR SHALL BE
RESPONSIBLE FOR WATERING THESE AREAS AND OBTAINING A FULL,
HEALTHY STAND OF GRASS AT NO ADDITIONAL COST TO THE OWNER.
N.TO ACHIEVE FINAL ACCEPTANCE AT THE END OF THE MAINTENANCE
PERIOD, ALL OF THE FOLLOWING CONDITIONS MUST OCCUR:
a.THE LANDSCAPE SHALL SHOW ACTIVE, HEALTHY GROWTH (WITH
EXCEPTIONS MADE FOR SEASONAL DORMANCY). ALL PLANTS NOT
MEETING THIS CONDITION SHALL BE REJECTED AND REPLACED BY
HEALTHY PLANT MATERIAL PRIOR TO FINAL ACCEPTANCE.
b.ALL HARDSCAPE SHALL BE CLEANED PRIOR TO FINAL
ACCEPTANCE.
c.SODDED AREAS MUST BE ACTIVELY GROWING AND MUST REACH A
MINIMUM HEIGHT OF 1 1/2 INCHES BEFORE FIRST MOWING.
HYDROMULCHED AREAS SHALL SHOW ACTIVE, HEALTHY GROWTH.
BARE AREAS LARGER THAN TWELVE SQUARE INCHES MUST BE
RESODDED OR RESEEDED (AS APPROPRIATE) PRIOR TO FINAL
ACCEPTANCE. ALL SODDED TURF SHALL BE NEATLY MOWED.
GUARANTEE:
A.TREES, SHRUBS, GROUNDCVOER SHALL BE GUARANTEED (IN WRITING) FOR
A 12 MONTH PERIOD (90 DAYS FOR ANNUAL PLANTING OR AT THE END OF
THE SEASONAL COLOR GROWING SEASON, WHICHEVER COMES SOONER)
AFTER FINAL ACCEPTANCE. THE CONTRACTOR SHALL REPLACE ALL DEAD
MATERIALS AS SOON AS WEATHER PERMITS AND UPON NOTIFICATION OF
THE OWNER.
B.PLANTS INCLUDING TREES, WHICH HAVE PARTIALLY DIED SO THAT SHAPE,
SIZE OR SYMMETRY HAVE BEEN DAMAGED SHALL BE CONSIDERED SUBJECT
TO REPLACEMENT. IN SUCH CASES, THE OPINION OF THE OWNER SHALL BE
FINAL.
C.PLANTS USED FOR REPLACEMENT SHALL BE OF THE SAME SIZE AND KIND
AS THOSE ORIGINALLY PLANTED OR SPECIFIED. ALL WORK INCLUDING
MATERIALS, LABOR AND EQUIPMENT USED IN REPLACEMENTS SHALL CARRY
A 12 MONTH GUARANTEE. ANY DAMAGE INCLUDING RUTS IN LAWN OR BED
AREAS INCURRED AS A RESULT OF MAKING REPLACEMENTS SHALL BE
IMMEDIATELY REPAIRED.
D.WHEN PLANT REPLACEMENTS ARE MADE, PLANTS, SOIL MIX, FERTILIZER
AND MULCH ARE TO BE UTILIZED AS ORIGINALLY SPECIFIED AND
RE-INSPECTED FOR FULL COMPLIANCE WITH THE CONTRACT
REQUIREMENTS. ALL REPLACEMENTS ARE INCLUDED UNDER "WORK" OF
THIS SECTION.
E.THE OWNER AGREES THAT FOR THE ONE YEAR WARRANTY PERIOD TO BE
EFFECTIVE, HE WILL WATER PLANTS AT LEAST TWICE A WEEK DURING DRY
PERIODS.
F.THE ABOVE GUARANTEE SHALL NOT APPLY WHERE PLANTS DIE AFTER
ACCEPTANCE BECAUSE OF DAMAGE DUE TO ACTS OF GOD, VANDALISM,
INSECTS, DISEASE, INJURY BY HUMANS, MACHINES, THEFT OR NEGLIGENCE
BY OWNER.
G.ACCEPTANCE FOR ALL LANDSCAPE WORK SHALL BE GIVEN AFTER FINAL
INSPECTION BY THE OWNER PROVIDED THE JOB IS IN A COMPLETE,
UNDAMAGED CONDITION AND THERE IS A STAND OF GRASS IN ALL LAWN
AREAS. AT THAT TIME, THE OWNER WILL ASSUME MAINTENANCE ON THE
ACCEPTED WORK.
1.9 QUALITY ASSURANCE
A.COMPLY WITH ALL FEDERAL, STATE, COUNTY AND LOCAL REGULATIONS
GOVERNING LANDSCAPE MATERIALS AND WORK.
B.EMPLOY PERSONNEL EXPERIENCED AND FAMILIAR WITH THE REQUIRED
WORK AND SUPERVISION BY A FOREMAN.
C.MAKE CONTACT WITH SUPPLIERS IMMEDIATELY UPON OBTAINING NOTICE
OF CONTRACT ACCEPTANCE TO SELECT AND BOOK MATERIALS.
D.DEVELOP A PROGRAM OF MAINTENANCE (PRUNING AND FERTILIZATION)
WHICH WILL ENSURE THE PURCHASED MATERIALS WILL MEET AND/OR
EXCEED PROJECT SPECIFICATIONS.
E.DO NOT MAKE PLANT MATERIAL SUBSTITUTIONS. IF THE LANDSCAPE
MATERIAL SPECIFIED IS NOT READILY AVAILABLE, SUBMIT PROOF TO
LANDSCAPE ARCHITECT ALONG WITH THE PROPOSED MATERIAL TO BE
USED IN LIEU OF THE SPECIFIED PLANT.
F.AT THE TIME BIDS ARE SUBMITTED, THE CONTRACTOR IS ASSUMED TO HAVE
LOCATED THE MATERIALS NECESSARY TO COMPLETE THE JOB AS
SPECIFIED.
G.OWNER'S REPRESENTATIVE SHALL INSPECT ALL PLANT MATERIAL AND
RETAINS THE RIGHT TO INSPECT MATERIALS UPON ARRIVAL TO THE SITE
AND DURING INSTALLATION. THE OWNER'S REPRESENTATIVE MAY ALSO
REJECT ANY MATERIALS HE/SHE FEELS TO BE UNSATISFACTORY OR
DEFECTIVE DURING THE WORK PROCESS. ALL PLANTS DAMAGED IN
TRANSIT OR AT THE JOB SITE SHALL BE REJECTED.
1.10 PRODUCT DELIVERY, STORAGE AND HANDLING
A.PREPARATION
1. BALLED AND BURLAPPED B&B PLANTS): DIG AND PREPARE SHIPMENT
IN A MANNER THAT WILL NOT DAMAGE ROOTS, BRANCHES, SHAPE AND FUTURE
DEVELOPMENT.
2. CONTAINER GROWN PLANTS: DELIVER PLANTS IN RIGID CONTAINER TO
HOLD BALL SHAPE AND PROTECT ROOT MASS.
B.DELIVERY
1. DELIVER PACKAGED MATERIALS IN SEALED CONTAINERS SHOWING
WEIGHT, ANALYSIS AND NAME OF MANUFACTURER. PROTECT MATERIALS
FROM DETERIORATION DURING DELIVERY AND WHILE STORED ON SITE.
2. DELIVER ONLY PLANT MATERIALS THAT CAN BE PLANTED IN ONE DAY
UNLESS ADEQUATE STORAGE AND WATERING FACILITIES ARE AVAILABLE
ON SITE
3. PROTECT ROOT BALLS BY HEELING IN WITH SAWDUST OR OTHER
APPROVED MOISTURE RETAINING MATERIAL IF NOT PLANTED WITHIN 24
HOURS OF DELIVERY.
4. PROTECT PLANTS DURING DELIVERY TO PREVENT DAMAGE TO ROOT
BALL OR DESICCATION OF LEAVES.
5. KEEP PLANTS MOIST AT ALL TIMES. COVER ALL MATERIALS DURING
TRANSPORT.
6. NOTIFY OWNERS REPRESENTATIVE OF DELIVERY 72 HOURS PRIOR TO
DELIVERY OF PLANT MATERIAL AT JOB SITE.
7. REMOVE REJECTED PLANT MATERIAL IMMEDIATELY FROM JOB SITE.
8. TO AVOID DAMAGE OR STRESS, DO NOT LIFT, MOVE, ADJUST TO
PLUMB, OR OTHERWISE MANIPULATE PLANTS BY TRUNK OR STEMS.
PART 2 - PRODUCTS
2.1 PLANT MATERIALS
A.GENERAL: WELL FORMED NO. 1 GRADE OR BETTER NURSERY GROWN
STOCK. LISTED PLANT HEIGHTS ARE FROM TOPS OF FOOT BALLS TO
NOMINAL TOPS OF PLANTS. PLANT SPREAD REFERS TO NOMINAL OUTER
WIDTH OF THE PLANT NOT THE OUTER LEAF TIPS. PLANTS SHALL BE
INDIVIDUALLY APPROVED BY THE OWNERS REPRESENTATIVE AND THEIR
DECISION AS TO THEIR ACCEPTABILITY SHALL BE FINAL.
B.QUANTITIES: THE DRAWINGS AND SPECIFICATIONS ARE COMPLIMENTARY.
ANYTHING CALLED FOR ON ONE AND NOT THE OTHER IS AS BINDING AS IF
SHOWN AND CALLED FOR ON BOTH. THE PLANT SCHEDULE IS AN AID TO
BIDDERS ONLY. CONFIRM ALL QUANTITIES ON PLAN.
C.QUANTITIES AND SIZE: PLANT MATERIALS SHALL CONFORM TO THE SIZE
GIVEN ON THE PLAN AND SHALL BE HEALTHY, WELL SHAPED, FULL
BRANCHED AND WELL ROOTED. SYMMETRY IS ALSO IMPERATIVE. PLANTS
SHALL BE FREE FROM INSECTS, INJURY, DISEASE, BROKEN BRANCHES,
DISFIGUREMENTS, INSECT EGGS AND ARE TO BE OF SPECIMEN QUALITY.
D.APPROVAL: ALL PLANTS WHICH ARE FOUND UNSUITABLE IN GROWTH OR
ARE UNHEALTHY, BADLY SHAPED OR UNDERSIZED WILL BE REJECTED BY
THE OWNERS REPRESENTATIVE EITHER BEFORE OR AFTER PLANTING AND
SHALL BE REMOVED AT THE EXPENSE OF THE LANDSCAPE CONTRACTOR
AND REPLACED WITH ACCEPTABLE SPECIMENS.
E.TREES SHALL BE HEALTHY, FULL BRANCHED, WELL SHAPED AND SHALL
MEET THE MINIMUM REQUIREMENTS AS SPECIFIED ON THE PLANT
SCHEDULE. ALL TREES SHALL BE OBTAINED FROM SOURCES WITHIN 200
MILES OF THE PROJECT SITE IF POSSIBLE, AND WITH SIMILAR CLIMACTIC
CONDITIONS.
F.PRUNING: ALL PRUNING OF TREES AND SHRUBS SHALL BE EXECUTED BY
THE LANDSCAPE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER,
PRIOR TO FINAL ACCEPTANCE.
G.PLANTS SHALL CONFORM TO THE MEASUREMENTS SPECIFIED, EXCEPT THE
PLANTS LARGER THAN THOSE SPECIFIED MAY BE USED. USE OF LARGER
PLANTS SHALL NOT INCREASE THE CONTRACT PRICE.
H.WHERE MATERIALS ARE PLANTED IN MASSES, PROVIDE PLANTS OF
UNIFORM SIZE.
I.ROOT SYSTEMS SHALL BE HEALTHY, DENSELY BRANCHED, FIBROUS ROOT
SYSTEMS, NON-POT-BOUND, FREE FROM ENCIRCLING AND/OR GIRDLING
ROOTS, AND FREE FROM ANY OTHER ROOT DEFECTS (SUCH AS J-SHAPED
ROOTS).
J.ALL TREES SHALL BE STANDARD IN FORM, UNLESS OTHERWISE SPECIFIED.
TREES WITH CENTRAL LEADERS WILL NOT BE ACCEPTED IF LEADER IS
DAMAGED OR REMOVED. PRUNE ALL DAMAGED TWIGS AFTER PLANTING
K.TREE TRUNKS TO BE STURDY, EXHIBIT HARDENED SYSTEMS AND VIGOROUS
AND FIBROUS ROOT SYSTEMS, NOT ROOT OR POT BOUND.
L.TREES WITH DAMAGED OR CROOKED LEADERS, BARK ABRASIONS,
SUNSCALD, DISFIGURING KNOTS, OR\INSECT DAMAGE WILL BE REJECTED.
M.CALIPER MEASUREMENTS FOR STANDARD (SINGLE TRUNK) TREES SHALL BE
AS FOLLOWS: SIX INCHES ABOVE THE ROOT FLARE FOR TREES UP TO AND
INCLUDING FOUR INCHES IN CALIPER, AND TWELVE INCHES ABOVE THE
ROOT FLARE FOR TREES EXCEEDING FOUR INCHES IN CALIPER
N.MULTI-TRUNK TREES SHALL BE MEASURED BY THEIR OVERALL HEIGHT,
MEASURED FROM THE TOP OF THE ROOT BALL.
O.ANY TREE OR SHRUB SHOWN TO HAVE EXCESS SOIL PLACED ON TOP OF
THE ROOT BALL, SO THAT THE ROOT FLARE HAS BEEN COMPLETELY
COVERED, SHALL BE REJECTED.
P.SOD: PROVIDE WELL-ROOTED SOD OF THE VARIETY NOTED ON THE PLANS.
SOD SHALL BE CUT FROM HEALTHY, MATURE TURF WITH SOIL THICKNESS
OF 3/4" TO 1". EACH PALLET OF SOD SHALL BE ACCOMPANIED BY A
CERTIFICATE FROM SUPPLIER STATING THE COMPOSITION OF THE SOD.
2.2 SOIL PREPARATION MATERIALS
A.SANDY LOAM:
1. FRIABLE, FERTILE, DARK, LOAMY SOIL, FREE OF CLAY
LUMPS, SUBSOIL, STONES AND OTHER EXTRANEOUS
MATERIAL AND REASONABLY FREE OF WEEDS AND
FOREIGN GRASSES. LOAM CONTAINING DALLASGRASS OR
NUTGRASS SHALL BE REJECTED.
2. PHYSICAL PROPERTIES AS FOLLOWS:
a.CLAY – BETWEEN 7-27%
b.SILT – BETWEEN 15-25%
c.SAND – LESS THAN 52%
3. ORGANIC MATTER SHALL BE 3%-10% OF TOTAL DRY
WEIGHT.
4. IF REQUESTED, LANDSCAPE CONTRACTOR SHALL PROVIDE
A CERTIFIED SOIL ANALYSIS CONDUCTED BY AN
APPROVED SOIL TESTING LABORATORY VERIFYING THAT
SANDY LOAM MEETS THE ABOVE REQUIREMENTS.
B.ORGANIC MATERIAL: COMPOST WITH A MIXTURE OF 80%
VEGETATIVE MATTER AND 20% ANIMAL WASTE. INGREDIENTS
SHOULD BE A MIX OF COURSE AND FINE TEXTURED MATERIAL.
C.PREMIXED BEDDING SOIL AS SUPPLIED BY VITAL EARTH RESOURCES,
GLADEWATER, TEXAS; PROFESSIONAL BEDDING SOIL AS SUPPLIED BY
LIVING EARTH TECHNOLOGY, DALLAS, TEXAS OR ACID GRO
MUNICIPAL MIX AS SUPPLIED BY SOIL BUILDING SYSTEMS, DALLAS,
TEXAS OR APPROVED EQUAL.
D.SHARP SAND: SHARP SAND MUST BE FREE OF SEEDS, SOIL PARTICLES
AND WEEDS.
E.MULCH: DOUBLE SHREDDED HARDWOOD MULCH, PARTIALLY
DECOMPOSED, DARK BROWN.
F.ORGANIC FERTILIZER: FERTILAID, SUSTANE, OR GREEN SENSE OR
EQUAL AS RECOMMENDED FOR REQUIRED APPLICATIONS. FERTILIZER
SHALL BE DELIVERED TO THE SITE IN ORIGINAL UNOPENED
CONTAINERS, EACH BEARING THE MANUFACTURER'S GUARANTEED
STATEMENT OF ANALYSIS.
G.COMMERCIAL FERTILIZER: 10-20-10 OR SIMILAR ANALYSIS. NITROGEN
SOURCE TO BE A MINIMUM 50% SLOW RELEASE ORGANIC NITROGEN
(SCU OR UF) WITH A MINIMUM 8% SULFUR AND 4% IRON, PLUS
MICRONUTRIENTS.
H.PEAT: COMMERCIAL SPHAGNUM PEAT MOSS OR PARTIALLY
DECOMPOSED SHREDDED PINE BARK OR OTHER APPROVED ORGANIC
MATERIAL.
2.3 MISCELLANEOUS MATERIALS
A.STEEL EDGING - SHALL BE 3/16” X 4” X 16” DARK GREEN LANDSCAPE
EDGING. DURAEDGE STEEL OR APPROVED EQUAL.
B.TREE STAKING - TREE STAKING SOLUTIONS OR APPROVED SUBSTITUTE;
REFER TO DETAILS.
C.FILTER FABRIC - MIRAFI 1405 BY MIRAFI INC. OR APPROVED SUBSTITUTE.
AVAILABLE AT LONE STAR PRODUCTS, INC. (469-523-0444)
D.SAND - UNIFORMLY GRADED, WASHED, CLEAN, BANK RUN SAND.
E.GRAVEL: WASHED NATIVE PEA GRAVEL, GRADED 1" TO 1.5"
F.DECOMPOSED GRANITE - BASE MATERIAL OF NATURAL MATERIAL MIX OF
GRANITE AGGREGATE NOT TO EXCEED 1/8” IN DIAMETER COMPOSED OF
VARIOUS STAGES OF DECOMPOSED EARTH BASE.
G.ROCK - LOCALLY MINUS SEWER ROCK BETWEEN 2”-5” IN DIAMETER.
H.PRE-EMERGENT HERBICIDES: ANY GRANULAR, NON-STAINING
PRE-EMERGENT HERBICIDE THAT IS LABELED FOR THE SPECIFIC
ORNAMENTALS OR TURF ON WHICH IT WILL BE UTILIZED. PRE-EMERGENT
HERBICIDES SHALL BE APPLIED PER THE MANUFACTURER'S LABELED RATES.
PART 3 - EXECUTION
3.1 PREPARATION
A.LANDSCAPE CONTRACTOR TO INSPECT ALL EXISTING CONDITIONS
AND REPORT ANY DEFICIENCIES TO THE OWNER.
B.ALL PLANTING AREAS SHALL BE CONDITIONED AS FOLLOWS:
1. PREPARE NEW PLANTING BEDS BY SCRAPING AWAY EXISTING
GRASS AND WEEDS AS NECESSARY. TILL EXISTING SOIL TO A
DEPTH OF SIX (6") INCHES PRIOR TO PLACING COMPOST AND
FERTILIZER. APPLY FERTILIZER AS PER MANUFACTURER'S
RECOMMENDATIONS. ADD SIX (6") INCHES OF COMPOST AND TILL
INTO A DEPTH OF SIX (6") INCHES OF SPECIFIED MULCH (SETTLED
THICKNESS).
2. BACKFILL FOR TREE PITS SHALL BE AS FOLLOWS: USE EXISTING
TOP SOIL ON SITE (USE IMPORTED TOPSOIL AS NEEDED) FREE FROM
LARGE CLUMPS, ROCKS, DEBRIS, CALICHE, SUBSOILS, ETC., PLACED
IN NINE (9") INCH LAYERS AND WATERED IN THOROUGHLY.
C.GRASS AREAS:
1. BLOCKS OF SOD SHOULD BE LAID JOINT TO JOINT (STAGGERED
JOINTS) AFTER FERTILIZING THE GROUND FIRST. ROLL GRASS
AREAS TO ACHIEVE A SMOOTH, EVEN SURFACE. THE JOINTS
BETWEEN THE BLOCKS OF SOD SHOULD BE FILLED WITH TOPSOIL
WHERE THEY ARE GAPED OPEN, THEN WATERED THOROUGHLY.
3.2 INSTALLATION
A.MAINTENANCE OF PLANT MATERIALS SHALL BEGIN IMMEDIATELY
AFTER EACH PLANT IS DELIVERED TO THE SITE AND SHALL CONTINUE
UNTIL ALL CONSTRUCTION HAS BEEN SATISFACTORILY
ACCOMPLISHED.
B.PLANT MATERIALS SHALL BE DELIVERED TO THE SITE ONLY AFTER THE
BEDS ARE PREPARED AND AREAS ARE READY FOR PLANTING. ALL
SHIPMENTS OF NURSERY MATERIALS SHALL BE THOROUGHLY
PROTECTED FROM THE WINDS DURING TRANSIT. ALL PLANTS WHICH
CANNOT BE PLANTED AT ONCE, AFTER DELIVERY TO THE SITE, SHALL
BE WELL PROTECTED AGAINST THE POSSIBILITY OF DRYING BY WIND
AND BALLS OF EARTH OF B & B PLANTS SHALL BE KEPT COVERED
WITH SOIL OR OTHER ACCEPTABLE MATERIAL. ALL PLANTS REMAIN
THE PROPERTY OF THE CONTRACTOR UNTIL FINAL ACCEPTANCE.
C.POSITION THE TREES AND SHRUBS IN THEIR INTENDED LOCATION AS
PER PLAN.
D.NOTIFY THE OWNER'S AUTHORIZED REPRESENTATIVE FOR INSPECTION
AND APPROVAL OF ALL POSITIONING OF PLANT MATERIALS.
E.EXCAVATE PITS WITH VERTICAL SIDES AND HORIZONTAL BOTTOM.
TREE PITS SHALL BE LARGE ENOUGH TO PERMIT HANDLING AND
PLANTING WITHOUT INJURY TO BALLS OF EARTH OR ROOTS AND
SHALL BE OF SUCH DEPTH THAT,WHEN PLANTED AND SETTLED, THE
CROWN OF THE PLANT SHALL BEAR THE SAME RELATIONSHIP TO THE
FINISH GRADE AS IT DID TO SOIL SURFACE IN ORIGINAL PLACE OF
GROWTH. THE SIDES OF THE HOLE SHOULD BE ROUGH AND JAGGED,
NEVER SLICK OR GLAZED.
F.SHRUB AND TREE PITS SHALL BE NO LESS THAN TWENTY-FOUR (24")
INCHES WIDER THAN THE LATERAL DIMENSION OF THE EARTH BALL
AND SIX (6") INCHES DEEPER THAN IT'S VERTICAL DIMENSION.
REMOVE AND HAUL FROM SITE ALL ROCKS AND STONES OVER
THREE-QUARTER (3 4") INCH IN DIAMETER. PLANTS SHOULD BE
THOROUGHLY MOIST BEFORE REMOVING CONTAINERS.
G.PERCOLATION TEST: FILL THE HOLE WITH WATER. IF THE WATER
LEVEL DOES NOT PERCOLATE WITHIN 24 HOURS, THE TREE NEEDS TO
MOVE TO ANOTHER LOCATION OR HAVE DRAINAGE ADDED. INSTALL
A PVC STAND PIPE PER TREE IF THE PERCOLATION TEST FAILS.
H.BACKFILL ONLY WITH 5 PARTS EXISTING SOIL OR SANDY LOAM AND 1
PART BED PREPARATION. WHEN THE HOLE IS DUG IN SOLID ROCK,
TOPSOIL FROM THE SAME AREA SHOULD NOT BE USED. CAREFULLY
SETTLE BY WATERING TO PREVENT AIR POCKETS. REMOVE THE
BURLAP FROM THE TOP 13 OF THE BALL, AS WELL AS ALL NYLON,
PLASTIC STRING AND WIRE. CONTAINER TREES WILL USUALLY BE
ROOT BOUND, IF SO FOLLOW STANDARD NURSERY PRACTICE OF
‘ROOT SCORING’.
I.DO NOT WRAP TREES.
J.DO NOT OVER PRUNE.
K.REMOVE NURSERY TAGS AND STAKES FROM ALL PLANTS
L.REMOVE BOTTOM OF PLANT BOXES PRIOR TO PLACING PLANTS. REMOVE
SIDES AFTER PLACEMENT AND PARTIAL BACKFILLING.
M.REMOVE UPPER THIRD OF BURLAP FROM BALLED AND BURLAPPED TREES
AFTER PLACEMENT.
N.PLACE PLANT UPRIGHT AND PLUMB IN CENTER OF HOLE. ORIENT PLANTS
FOR BEST APPEARANCE.
O.MULCH THE TOP OF THE BALL. DO NOT PLANT GRASS ALL THE WAY
TO THE TRUNK OF THE TREE. LEAVE THE AREA ABOVE THE TOP OF
THE BALL AND MULCH WITH AT LEAST TWO (2") INCHES OF SPECIFIED
MULCH.
P.ALL PLANT BEDS AND TREES TO BE MULCHED WITH A MINIMUM
SETTLED THICKNESS OF TWO (2") INCHES OVER THE ENTIRE BED OR
PIT.
Q.OBSTRUCTION BELOW GROUND: IN THE EVENT THAT ROCK, OR
UNDERGROUND CONSTRUCTION WORK OR OBSTRUCTIONS ARE
ENCOUNTERED IN ANY PLANT PIT EXCAVATION WORK TO BE DONE
UNDER THIS SECTION, ALTERNATE LOCATIONS MAY BE SELECTED BY
THE OWNER. WHERE LOCATIONS CANNOT BE CHANGED, THE
OBSTRUCTIONS SHALL BE REMOVED TO A DEPTH OF NOT LESS THAN
THREE (3') FEET BELOW GRADE AND NO LESS THAN SIX (6") INCHES
BELOW THE BOTTOM OF BALL WHEN PLANT IS PROPERLY SET AT THE
REQUIRED GRADE. THE WORK OF THIS SECTION SHALL INCLUDE THE
REMOVAL FROM THE SITE OF SUCH ROCK OR UNDERGROUND
OBSTRUCTIONS ENCOUNTERED AT THE COST OF THE LANDSCAPE
CONTRACTOR.
R.TREES AND LARGE SHRUBS SHALL BE STAKED AS SITE CONDITIONS
REQUIRE. POSITION STAKES TO SECURE TREES AGAINST SEASONAL
PREVAILING WINDS.
S.PRUNING AND MULCHING: PRUNING SHALL BE DIRECTED BY THE
LANDSCAPE ARCHITECT AND SHALL BE PRUNED IN ACCORDANCE
WITH STANDARD HORTICULTURAL PRACTICE FOLLOWING FINE
PRUNING, CLASS I PRUNING STANDARDS PROVIDED BY THE NATIONAL
ARBORIST ASSOCIATION.
1.DEAD WOOD, SUCKERS, BROKEN AND BADLY BRUISED
BRANCHES SHALL BE REMOVED. GENERAL TIPPING OF THE
BRANCHES IS NOT PERMITTED. DO NOT CUT TERMINAL BRANCHES.
2.PRUNING SHALL BE DONE WITH CLEAN, SHARP TOOLS.
3.IMMEDIATELY AFTER PLANTING OPERATIONS ARE COMPLETED,
ALL TREE PITS SHALL BE COVERED WITH A LAYER OF ORGANIC
MATERIAL TWO (2") INCHES IN DEPTH. THIS LIMIT OF THE ORGANIC
MATERIAL FOR TREES SHALL BE THE DIAMETER OF THE PLANT PIT.
Q.STEEL EDGE INSTALLATION: EDGE SHALL BE ALIGNED AS INDICATED
ON PLANS. STAKE OUT LIMITS OF STEEL CURBING AND OBTAIN
OWNERS APPROVAL PRIOR TO INSTALLATION.
1.ALL STEEL CURBING SHALL BE FREE OF KINKS AND ABRUPT
BENDS.
2.TOP OF EDGING SHALL BE 12" MAXIMUM HEIGHT ABOVE FINAL
FINISHED GRADE.
3.STAKES ARE TO BE INSTALLED ON THE PLANTING BED SIDE OF
THE CURBING, AS OPPOSED TO THE GRASS SIDE.
4.DO NOT INSTALL STEEL EDGING ALONG SIDEWALKS OR
CURBS.
5.CUT STEEL EDGING AT 45 DEGREE ANGLE WHERE EDGING
MEETS SIDEWALKS OR CURBS.
3.3 CLEANUP AND ACCEPTANCE
A.CLEANUP: DURING THE WORK, THE PREMISES SHALL BE KEPT NEAT
AND ORDERLY AT ALL TIMES. STORAGE AREAS FOR ALL MATERIALS
SHALL BE SO ORGANIZED SO THAT THEY, TOO, ARE NEAT AND
ORDERLY. ALL TRASH AND DEBRIS SHALL BE REMOVED FROM THE
SITE AS WORK PROGRESSES. KEEP PAVED AREAS CLEAN BY
SWEEPING OR HOSING THEM AT END OF EACH WORK DAY.
B.REPAIR RUTS, HOLES AND SCARES IN GROUND SURFACES.
C.ENSURE THAT WORK IS COMPLETE AND PLANT MATERIALS ARE IN
VIGOROUS AND HEALTHY GROWING CONDITION.
D.UPON COMPLETION OF THE WORK, THE LANDSCAPE CONTRACTOR SHALL
PROVIDE THE SITE CLEAN, FREE OF DEBRIS AND TRASH, AND SUITABLE FOR
USE AS INTENDED. THE LANDSCAPE CONTRACTOR SHALL THEN REQUEST
AN INSPECTION BY THE OWNER TO DETERMINE FINAL ACCEPTABILITY.
E.WHEN/IF THE INSPECTED PLANTING WORK DOES NOT COMPLY WITH THE
CONTRACT DOCUMENTS, THE LANDSCAPE CONTRACTOR SHALL REPLACE
AND/OR REPAIR THE REJECTED WORK TO THE OWNER'S SATISFACTION
WITHIN 24 HOURS.
F.THE LANDSCAPE MAINTENANCE PERIOD WILL NOT COMMENCE UNTIL THE
LANDSCAPE WORK HAS BEEN RE-INSPECTED BY THE OWNER AND FOUND
TO BE ACCEPTABLE. AT THAT TIME, A WRITTEN NOTICE OF FINAL
ACCEPTANCE WILL BE ISSUED BY THE OWNER, AND THE MAINTENANCE AND
GUARANTEE PERIODS WILL COMMENCE.
END OF SECTION
TREE PLANTING
N.T.S.
1
(3) 2" DIA. X 8' LENGTH
LARGE METAL "T" POSTS
IN UNDISTURBED SOIL
TIE TO STAKE WITH
PLASTIC CHAIN TIES
NEVER CUT LEADER
SET TOP OF ROOT BALL
3" ABOVE FINISH GRADE.
MULCH - 3" MIN. DEPTH
BUILD 4" HT. SAUCER AROUND
PLANTING PIT WITH TOPSOIL.
6" MIN.
UNDISTURBED SUBGRADE
12"
MIN. ALL SIDES
12"
MIN. ALL SIDES
PLACE TWO ON PREVAILING
WIND SIDE OF TREE
(PAINTED BLACK)
BACK FILL / PLANTING SOIL MIX. TILL
IN WITH PARTS EXISTING SOIL,
EXCLUDING LARGE CLODS AND
ROCKS.
FINISH GRADE
CASE #: ZA23-0073
FPPROP. BUILDING 4,625 SQ FT110' CAR WASH FM 1709
WEST SOUTHLAKE BLVD
(134' TXDOT R.O.W.)PEARSON LANE(R.O.W. VARIES)1" IRRIGATION METER, ISOLATION
VALVE, WYE STRAINER, 1" DCVA AND
MASTER VALVE (REFERENCE CIVIL
FOR LOCATION)
IRRIGATION CONTROLLER WITH ON-SITE
WEATHER MONITOR, WEATHER SENSORS
LOCATED PER MANUFACTURE
SPECIFICATIONS, VERIFY LOCATION IN THE
FIELD WITH OWNER AND CONTRACTOR
1.5" Mainline1.5" Mainline1.5" Mainline
1.5" Mainline
15rcs15sst15sst15sst15sst15sst15sst15sst15sst15sst15sst15sst15sst15sst15sst15sst15sst15sst15sst
6a6a
10a
10a
10a
10a 10a
10a
8a 8a
15a15a
15a
15a
15a
15a15a
15a
15a15a15a
12a
15a15a
15a
15a
8a
8a8a
6a
4a 4a 4a
15a15a15a15a15a15a15a15a15a15a15a
10.51"
T1
(TREE
BUBBLER)
NOTE: SEE DETAIL FOR TREE
ZONE'S LATERAL CONNECTIONS.
10.01"
T2
(TREE
BUBBLER)
NOTE: SEE DETAIL FOR TREE
ZONE'S LATERAL CONNECTIONS.
DRIP ZONE #1
DRIP ZONE #1
DRIP ZONE #2 DRIP ZONE #2DRIP ZONE #2DRIP ZONE #3DRIP ZONE #3DRIP ZONE #3DRIP ZONE #3
DRIP ZONE #3
DRIP ZONE #4
DRIP ZONE #4
DRIP ZONE #4
5.11"
D1
DRIP (SHRUBS)
18" LINE
SPACING
3.81"
D2
DRIP (SHRUBS)
18" LINE
SPACING
11.91"
D3
DRIP (SHRUBS)
18" LINE
SPACING
8.81"
D4
DRIP (SHRUBS)
18" LINE
SPACING
19.51"
S1
SPRAYS
(TURF)
18.01"
S2
19.51"
S3
S3
S2
S1
6.81"
S4
SPRAYS
(TURF)
25.01.5"
S5
SPRAYS
(TURF)
3" Main Sleeve
3" Lateral Sleeve
2" Wire Sleeve
3" Main Sleeve
3" Lateral Sleeve
2" Wire Sleeve
(2)3" Lateral Sleeve
(2)3" Lateral Sleeve
(2)3" Lateral Sleeve
3" Main Sleeve
3" Lateral Sleeve
2" Wire Sleeve
TOMMY'S EXPRESSCAR WASHSheet Number:
Sheet Title:
Issue Date: 5-16-24
Drawn By:
Checked By:
Project Number: 24004
Revisions W SOUTHLAKE BOULEVARD AND N PEARSON LANESOUTHLAKE, TEXASaWRAWR Designs, LLCP.O. Box 1746Aledo, Texas 76008amanda@awr-designs.comc. 512.517.5589AWR
AWRSTATEOFTEX
A
S
L
I
C
ENSED I R GIATORR
23713
CODY S RICHARDSON
IRRIGATION
PLAN
L2.01
GRAPHIC SCALE
FEET04020
Scale 1"=20' - 0"
SLEEVING NOTES
1.PIPING AND CONTROL WIRES SHALL BE INSTALLED IN
SEPARATE SLEEVES UNDER PAVING. REFERENCE
DRAWINGS FOR SLEEVE SIZE AND LOCATION.
2.SLEEVES SHALL BE FURNISHED AND INSTALLED BY
GENERAL CONTRACTOR.
3.INSTALLATION OF SLEEVES SHALL BE TWENTY - FOUR
(24") BELOW TOP OF PAVEMENT OR FINISHED GRADE.
4.SLEEVES SHALL EXTEND ONE (1') FOOT BEYOND EDGE
OF ALL PAVEMENT AND STAKED FOR LOCATION.
5.ALL SLEEVES SHALL BE SCHEDULE 40 PVC PIPE,
CAPPED ON BOTH ENDS AND SIZED AT LEAST TWO
TIMES LARGER THAN THE DIAMETER OF THE PIPE
INSIDE THE SLEEVE.
6.SLEEVE LOCATIONS SHALL BE MARKED ONTO THE
CURB WITH A SAWCUT OF TWO PARALLEL LINES THAT
ARE TWO (2") INCHES LONG AND ONE (1") APART.
7.CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION
OF SLEEVES AND SHALL ALSO BE RESPONSIBLE FOR
LOCATING ANY SLEEVE THAT CANNOT BE FOUND
DURING THE INSTALLATION OF THE SYSTEM.
8.CONTRACTOR SHALL FURNISH OWNER AND
IRRIGATION CONTRACTOR WITH AN 'AS-BUILT'
DRAWING SHOWING ALL SLEEVE LOCATIONS.
IRRIGATION GENERAL NOTES
1.THE IRRIGATION CONTRACTOR SHALL COORDINATE
INSTALLATION OF THE IRRIGATION SYSTEM WITH THE
LANDSCAPE CONTRACTOR SO THAT ALL PLANT
MATERIAL WILL BE WATERED IN ACCORDANCE WITH
THE INTENT OF THE PLANS AND SPECIFICATIONS.
2.THE CONTRACTOR SHALL BE RESPONSIBLE TO NOTIFY
THE IRRIGATION DESIGNER OF SITE CONDITIONS OR
ASSUME FULL RESPONSIBILITY FOR ANY AND ALL ON
SITE REVISIONS NECESSARY.
3.CONTRACTOR TO VERIFY DESIGN AND ITS INTENT TO
PROVIDE FULL COVERAGE TO ALL NEW PLANTING
MATERIAL.
4.NOTIFY IRRIGATION DESIGNER OF ANY LAYOUT
DISCREPANCIES PRIOR TO BIDDING.
5.LOCATE ALL UTILITIES AND SITE LIGHTING CONDUITS
BEFORE IRRIGATION INSTALLATION BEGINS.
6.IRRIGATION CONTRACTOR TO PROCURE ALL PERMITS,
LICENSES AND GIVE ALL NECESSARY NOTICES
THROUGHOUT THE DURATION OF THE PROJECT.
7.THE CONTRACTOR SHALL BE A REGISTERED LICENSED
IRRIGATOR IN GOOD STANDING WITH THE STATE OF
TEXAS BOARDS AND REGULATORS.
8.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY
AND ALL PLANT MATERIAL UPON ACCEPTANCE AND
THROUGH THE WARRANTY PERIOD FOR DAMAGE
DUE TO IRRIGATION SYSTEM FAILURE.
9.ALL ASPECTS OF THE IRRIGATION INSTALLATION
SHALL CONFORM WITH THE PROPER GOVERNING
AUTHORITIES, CODES AND ORDINANCES.
10.SLEEVES SHALL BE FURNISHED AND INSTALLED BY
GENERAL CONTRACTOR. SLEEVE MATERIAL SHALL BE
SCHEDULE 40, SIZE AS INDICATED ON PLAN. REFER TO
SLEEVING NOTES.
11.ALL MAIN LINE AND LATERAL LINE PIPING IN PLANTING
AND LAWN AREAS SHALL HAVE A MINIMUM OF 12
INCHES OF COVER. ALL PIPING UNDER PAVING SHALL
HAVE A MINIMUM OF 18 INCHES OF COVER.
CONTRACTOR TO VERIFY LOCAL FREEZE DEPTHS AND
ADJUST DEPTH OF COVER ACCORDINGLY.
12.ZONE VALVES SHALL NOT BE LOCATED WITHIN THREE
(3') FEET OF ANY DRIVEWAY, TRAFFIC AISLE, ISLAND
ETC. WHERE THEY WILL BE DAMAGED BY VEHICLES
DRIVING OVER CURBS.
13.ALL NOZZLES IN PARKING LOT ISLANDS AND PLANTING
BEDS SHALL BE LOW ANGLE NOZZLES TO MINIMIZE
OVER SPRAY ON PAVEMENT SURFACES.
14.AUTOMATIC CONTROLLER SHALL BE INSTALLED AT
LOCATION SHOWN. POWER (120V) SHALL BE LOCATED
IN A JUNCTION BOX WITHIN FIVE (5') FEET OF
CONTROLLER, LOCATION BY OTHER TRADES. RAIN
AND FREEZE SENSORS SHALL BE INSTALLED WITH
EACH CONTROLLER.
15.ELECTRICAL SPLICES SHOULD BE LOCATED AT EACH
VALVE AND CONTROLLER ONLY.
16.PROVIDE A 3/4" BLOW DOWN DRAIN TEE TO ALLOW
WATER TO BE BLOWN FROM THE IRRIGATION
LINES/SYSTEM.
17.DISTURBED AREAS IN NEED OF TURF ESTABLISHMENT
MAY EXIST BEYOND COVERAGE LIMITS OF THE
PERMANENT IRRIGATION SYSTEM. IN THESE AREAS,
CONTRACTOR TO DETERMINE A TEMPORARY MEANS
TO ESTABLISH NECESSARY TURF. CONTRACTOR IS
ENCOURAGED TO BEGIN TURF ESTABLISHMENT
IMMEDIATELY UPON FINAL GRADE IN ACCORDANCE
WITH AND TO SATISFY SWPPP.
18.PROVIDE WITH OWNER A COPY OF ALL INSTALLED
EQUIPMENT AND LINES (AS BUILT PLANS.)
19.PLACE COPY OF ZONE MAP WITH ALL ZONE VALVE
LOCATIONS SHOWN AND APPROVED IRRIGATION PLAN
IN PROTECTIVE JACKET IN MAIN CONTROL PANEL.
20.IRRIGATION IN TEXAS IS REGULATED BY:
THE TEXAS COMMISSION ON ENVIRONMENTAL
QUALITY (TCEQ)
MC-178 / PO BOX 13087
AUSTIN, TEXAS 78711-3087
WWW.TECQ.STATE.TX.US.
IRRIGATION PROJECT NOTES
1.THE LOCATION OF MAINLINE AND VALVES ON THIS
PLAN MAY BE SHOWN IN PAVED AREAS FOR DESIGN
CLARITY ONLY. IRRIGATION ELEMENTS HAVE BEEN
SHOWN ON THIS PLAN AS ACCURATELY AS POSSIBLE
WITHOUT THE FORFEIT OF DESIGN CLARITY AND
INTENT. ALL PIPES AND VALVES SHALL BE INSTALLED
WITHIN PERVIOUS AREAS. ALL PIPE AND WIRES THAT
CROSS UNDER PAVING SHALL BE INSTALLED IN
SEPARATE SLEEVES AS SPECIFIED.
2.ALL SPRINKLER EQUIPMENT NUMBERS REFERENCE
THE HUNTER EQUIPMENT CATALOG UNLESS
OTHERWISE INDICATED.
3.TEN DAYS PRIOR TO START OF CONSTRUCTION,
IRRIGATION CONTRACTOR SHALL VERIFY STATIC
WATER PRESSURE. THE IRRIGATION SYSTEM FOR THIS
SITE IS DESIGNED TO OPERATE WITH A PRESSURE OF
SIXTY FIVE (65 PSI) POUNDS PER SQUARE INCH.
SHOULD THE DESIGN PRESSURE FOR THE SYSTEM
BE HIGHER THAN THE EXISTING PRESSURE, THE
IRRIGATION CONTRACTOR SHALL NOTIFY THE
IRRIGATION DESIGNER IMMEDIATELY.
4.IRRIGATION CONTRACTOR SHALL COORDINATE THE
LOCATION OF THE CONTROLLER AND SENSORS WITH
THE GENERAL CONTRACTOR AND OWNER. A 110 VOLT
ELECTRICAL SERVICE TO POWER THE IRRIGATION
CONTROLLER SHALL BE PROVIDED BY THE GENERAL
CONTRACTOR AT THE LOCATION SHOWN ON THIS
PLAN.
5.WATER SERVICE TAP, METER AND LEAD FOR THE
IRRIGATION SYSTEM SHALL BE PROVIDED AND
INSTALLED BY THE GENERAL CONTRACTOR. SERVICE
LINE AND METER SHALL BE SIZED AS NOTED ON THIS
PLAN.
6.TYPE AND INSTALLATION OF THE WATER METER AND
BACK FLOW PREVENTION DEVICE SHALL BE
DETERMINED BY THE GOVERNING AUTHORITY. AN
ISOLATION VALVE SHALL BE PROVIDED BETWEEN
THE WATER METER AND BACK FLOW DEVICE.
7.ALL CALCULATIONS FOR THIS IRRIGATION SYSTEM
ARE BASED ON PRODUCTS AND EQUIPMENT
INFORMATION PROVIDED BY HUNTER. INSTALLATION
OF THESE PRODUCTS SHALL NOT EXCEED
MANUFACTURERS RECOMMENDATIONS.
8.REFERENCE HUNTER GUIDELINES AND
SPECIFICATIONS PRIOR TO INSTALLATION. CONFIRM
REQUIREMENTS FOR CONTROLLER, WATERPROOF
CONNECTIONS, GROUNDING, SURGE PROTECTORS,
DECODERS, VALUES, AND WIRING PRIOR TO
INSTALLATION. HUNTER TECHNICAL SERVICES (760)
591-7383. WWW.HUNTERINDUSTRIES.COM
9.SPRAY HEADS LOCATED IN TURF AREAS SHALL BE
HUNTER PROS-04-PRS30 SPRAY BODIES WITH PRO
ADJUSTABLE NOZZLES, FIXED ARC NOZZLES, AND
STRIP PATTERN NOZZLES RATE AND AS INDICATED ON
THE PLAN.
10.IRRIGATION REMOTE CONTROL VALVES SHALL BE 1"
AND/OR 1.5" HUNTER ICV AS INDICATED. PRIOR TO ALL
REMOTE CONTROL VALVES, INSTALL A NOMINALLY
SIZED BALL VALVE WITHIN THE SAME BOX.
11.SIZE OF VALVES ARE AS SHOWN ON PLAN. VALVES
SHALL BE INSTALLED IN APPROVED BOXES WITH
COVERS LARGE ENOUGH TO PERMIT MANUAL
OPERATION, REMOVAL OF SOLENOID AND / OR VALVE
COVER WITHOUT ANY EARTH EXCAVATION. OWNERS
MAY ELECT LOCKING BOXES ON A PROJECT BY
PROJECT BASIS.
12.QUICK COUPLING VALVES SHALL BE HUNTER
INSTALLED PER DETAIL SHOWN. SWING JOINTS SHALL
BE CONSTRUCTED USING 3 4" SCHEDULE 80 ELBOWS.
CONTRACTOR SHALL SUPPLY OWNER WITH TWO (2)
HQ-3-RC COUPLERS WITH (2) HK-33 KEYS AND TWO (2)
HS-0 HOSE SWIVELS AS PART OF THIS CONTRACT.
13.IRRIGATION SYSTEM AUTOMATIC CONTROLLER SHALL
BE HUNTER PRO-C-12 STATION - PC-1200 WITH RAIN
AND FREEZE SENSORS. INSTALL PER
MANUFACTURER'S RECOMMENDATIONS. CONFIRM
WIRING, GROUNDING AND SURGE PROTECTION
REQUIREMENTS BEFORE INSTALLING.
14.DRIP IRRIGATION REMOTE CONTROL VALVES SHALL BE
HUNTER ICZ-101-LF-40 AS INDICATED. DRIP TUBING
SHALL BE HUNTER HDL-06-12-CV.
15.INSTALL DRIP TUBING/LINES PER MANUFACTURERS
RECOMMENDATIONS. USE PLD-LOC FITTINGS PLD-LOC
075, PLD-LOC 050, PLD-LOC ELB, PLD-LOC CPL,
PLD-LOC CAP, PLD-LOC TEE, PLD-LOC OR USE FHS
BARB FITTINGS PLD-075, PLD-050, PLD-ELB, PLD-CPL,
PLD-CAP, PLD-TEE, PLD-075-TBTEE, PLD-BV. USE
ECO-INDICATOR ECO-ID. USE LINE FLUSHING VALVE
HUNTER AFV-B.
16.DRIP TUBING SHALL BE SPACED 18" APART IN SHRUB
AREAS. REFER TO MANUFACTURERS
RECOMMENDATIONS.
17.TREE BUBBLERS SHALL USE HUNTER PROS-06-PRS30
BODIES WITH HUNTER MULTI-STREAM BUBBLERS
MODEL MSBN-50H NOZZLES.
18.ALL VALVE CONTROL WIRE SHALL BE SIZED PER
MANUFACTURER GUIDELINES BY THE CONTRACTOR
ACCORDING TO THE ACTUAL FIELD DISTANCE. ALL
CONNECTIONS SHALL BE WATER-PROOF, KEPT TO A
MINIMUM, AND LOCATED IN AN APPROVED BOX.
Know what's below.
before you dig.Call
R
10a
VALVE STATION # (WHERE D = DRIP TUBING, S = SPRAY, R = ROTOR, T = TREE DRIP)
VALVE SIZE
GPM8.81"D1
IRRIGATION LEGEND
SYMBOL DESCRIPTION MANUFACTURER MODEL NO.
SPRAYS WITH PRO ADJ. NOZZLES HUNTER PROS-04-PRS30
R20 NOT SHOWN
MULTI-STREAM BUBBLERS HUNTER PROS-06-PRS30 W/ MSBN50H NOZZLES
REMOTE CONTROL VALVE HUNTER ICV
1" DOUBLE CHECK ASSEMBLY FEBCO 850 SERIES
HDL DRIPLINE HUNTER HDL-06-12-CV
LINE FLUSHING VALVE HUNTER AFV-B
PRESSURE OPERATOR INDICATOR HUNTER ECO-ID
DRIP CONTROL VALVE HUNTER ICZ-101-LF-40
IRRIGATION LEGEND
SYMBOL DESCRIPTION
1" IRRIGATION METER
HUNTER - PRO-C-12 STATION - PC-1200 WITH RAIN AND FREEZE SENSORS
ISOLATION VALVE
LATERAL PIPING REFER TO PLAN CLASS 200 PVC
MAINLINE PIPING REFER TO PLAN SCH. 40 PVC, SIZED AS SHOWN
IRRIGATION SLEEVE, SCH. 40 PVC, MIN. TWICE SIZE OF PIPE TO BE INSERTED, ONE SLEEVE PER PIPE
CONTROL WIRING SLEEVE, 2" SCH. 40 PVC
25R NOT SHOWN
NOTE:
1. ENTIRE SYSTEM SHALL BE INSTALLED PER TCEQ STANDARDS, MANUFACTURER'S
SPECIFICATIONS AND ALL CITY CODES.
2. THIS DESIGN IS DIAGRAMMATIC, ALL PIPING, VALVES, AND OTHER EQUIPMENT SHOWN
WITHIN PAVED AREAS OR OUT OF PROPERTY BOUNDARIES ARE FOR DESIGN CLARIFICATION
ONLY, AND SHALL BE INSTALLED IN PLANTING AREAS WITHIN THE PROPERTY LINES OR LIMITS
INDICATED ON PLAN. THE IRRIGATION CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL
ABOVE GROUND IRRIGATION EQUIPMENT WITH THE OWNER'S AUTHORIZED REPRESENTATIVE
PRIOR TO INSTALLATION, OR IRRIGATION CONTRACTOR MAY BE REQUIRED TO MOVE SUCH
ITEMS AT HIS OWN COST.
3. VARIOUS AREAS ON PLAN ARE SHOWING SINGLE HEAD COVERAGE. IF OWNER SHOULD
ELECT FOR FULL COVERAGE, CONTRACTOR TO PROCURE THE PROPER PERMITS AND BID
ALTERNATE FOR THESE ADDITIONAL SPRAY HEADS, ZONES, AND CONTROLLER EXPANSION
FOR THE SYSTEM.
4. IRRIGATION CONTRACTOR IS TO COORDINATE LOCATION AND PLACEMENT OF ALL
IRRIGATION ITEMS WITH THE GENERAL CONTRACTOR. CONTRACTOR IS TO USE EXTREME
CAUTION IN TRENCHING TO AVOID EXISTING AND PROPOSED UTILITIES. CONTRACTOR TO
LOCATE ALL UTILITIES PRIOR TO IRRIGATION INSTALLATION.
5. IRRIGATION SPRAY NOZZLES TO BE ADJUSTED TO AVOID PAVEMENT, BUILDING, WALLS,
FENCES, UTILITIES, EQUIPMENT, SIGNAGE, AND CALL BOX
6. REFERENCE LANDSCAPE PLAN FOR LOCATION OF GRAVEL, STEEL EDGING AND ALL
PROPOSED PLANT MATERIAL.
7. IN TURF AREAS (BOTH SOD AND HYDROMULCH AREAS) OUTSIDE OF IRRIGATION
PERMANENT COVERAGE, CONTRACTOR TO PROVIDE TEMPORARY IRRIGATION UNTIL
ESTABLISHED, TYP
8. CONTRACTOR TO TAKE ALL NECESSARY MEASURES TO PREVENT WATER HAMMER AND
SYSTEM COLLAPSE BY DISCHARGING AIR DURING STARTUP AND ALLOWING AIR TO ENTER
DURING SHUTDOWN. INSTALL THRUST BLOCKS AND AIR/VACUUM RELIEF VALVES AS
NECESSARY TO PROTECT MAINLINE SYSTEM. FOR 3 INCH AND LARGER MAINLINE, INSTALL
JOINT RESTRAINTS AT TURNS. INSTALL PER MANUFACTURE'S RECOMMENDATIONS.
9. ALL MAINLINE PIPING 3 INCHES AND LARGER SHALL BE BELL AND GASKETED CLASS 200 PVC
PIPE, SDR 21. INSTALL PER MANUFACTURERS RECOMMENDATIONS, CONTACT MANUFACTURE
OR DISTRIBUTOR FOR PRODUCT DEMONSTRATION.
10. GROUP VALVES IN FIELD AS NECESSARY FOR MAINLINE SIZING. CENTER FEED LATERALS
WHEN POSSIBLE.
(INSTALL THRUST BLOCKS AND AIR/VACUUM RELIEF VALVES AS NECESSARY TO PROTECT MAINLINE SYSTEM)
SUGGESTED LATERAL PIPE SIZE, CLASS 200 PVC
FLOW RANGE GPM PIPE SIZE
0 - 8 GPM 3/4"
8 - 12 GPM 1"
12 - 22 GPM 1-1/4 "
22 - 28 GPM 1-1/2"
28 + GPM 2"
NOTE TO CONTRACTOR:
1.PLAN SHEETS DO NOT SHOW EXISTING AND PROPOSED UTILITIES FOR
CLARITY ONLY. CONTRACTOR TO LOCATE ALL UTILITIES PRIOR TO
INSTALLATION. CONTRACTOR IS TO USE EXTREME CAUTION IN DIGGING
AND TRENCHING TO AVOID EXISTING AND PROPOSED UTILITIES.
TOMMY'S EXPRESSCAR WASHSheet Number:
Sheet Title:
Issue Date: 5-16-24
Drawn By:
Checked By:
Project Number: 24004
Revisions W SOUTHLAKE BOULEVARD AND N PEARSON LANESOUTHLAKE, TEXASaWRAWR Designs, LLCP.O. Box 1746Aledo, Texas 76008amanda@awr-designs.comc. 512.517.5589AWR
AWRSTATEOFTEX
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23713
CODY S RICHARDSON
IRRIGATION
SPECS
AND DETAILS
L2.02
SECTION 32 8423 - UNDERGROUND IRRIGATION SLEEVES AND UTILITY CONDUITS
PART 1 - GENERAL
1.1 DESCRIPTION
A.PROVIDE UNDERGROUND IRRIGATION SLEEVES AS INDICATED ON THE
DRAWINGS.
1.2 RELATED WORK
A.SECTION 32 8424 - IRRIGATION SYSTEM.
1.3 REFERENCE STANDARDS
A.AMERICAN STANDARD FOR TESTING AND MATERIALS (ASTM) - LATEST
EDITION.
PART 2 - MATERIALS
2.1 GENERAL
A.POLYVINYL CHLORIDE PIPE (PVC) - SCHEDULE 40 SHALL BE USED FOR ALL
SLEEVING PURPOSES.
B.PVC PIPES SHALL BE MARKED WITH SDR NUMBER, ASTM STANDARD
NUMBER, AND THE NSF SEAL.
C.SOLVENT SHALL BE USED AS RECOMMENDED BY MANUFACTURER TO
MAKE SOLVENT WELDED JOINTS. PIPE AND FITTINGS SHOULD BE CLEANED
BEFORE APPLYING SOLVENT.
PART 3 - EXECUTION
3.1 INSTALLATION
A. A MINIMUM OF TWENTY FOUR (24) INCHES COVER SHALL BE PROVIDED
OVER THE TOP OF SLEEVE FROM FINISH GRADE.
B. SLEEVES SHALL BE EXTENDED ONE (1) FOOT PAST THE EDGE OF
PAVEMENT OF WALLS. INSTALL A NINETY DEGREE ELBOW ON EACH SLEEVE
AND ADD ADDITIONAL LENGTH TO EXTEND ABOVE FINISH GRADE BY
TWELVE (12) INCHES. CAP PIPE ENDS.
3.2 BACKFILL
A.BACKFILL SHALL BE PLACED OVER SLEEVES IN SIX (6) INCH LIFTS. SOIL
SHALL BE TAMPED INTO PLACE, TAKING CARE TO NOT DAMAGE SLEEVE.
B.REPAIR ANY DAMAGE FROM IMPROPER COMPACTION.
END OF SECTION
SECTION 32 8424 - IRRIGATION SYSTEM
PART 1 - GENERAL
1.1 DESCRIPTION
A.PROVIDE A COMPLETE IRRIGATION SYSTEM INSTALLATION AS DETAILED
AND SPECIFIED. THIS SHALL INCLUDE FURNISHING ALL LABOR, MATERIAL,
EQUIPMENT AND SERVICES NECESSARY TO PROVIDE COMPLETE
INSTALLATION. WORK INCLUDES:
a. TRENCHING
b. BACKFILL
c. AUTOMATIC CONTROLLED SYSTEM
d. AS BUILT DRAWINGS
B.SLEEVING AS SHOWN SHALL BE FURNISHED BY THE GENERAL
CONTRACTOR.
C.METER AND POWER SHALL BE PROVIDED BY THE GENERAL CONTRACTOR.
1.2 RELATED WORK
C.REFERENCE IRRIGATION PLANS FOR CONTROLLER, HEAD AND ALL VALVE
LOCATIONS.
D.REFERENCE LANDSCAPE PLANS, NOTES, DETAILS FOR ADDITIONAL
REQUIREMENTS.
E.SECTION 32 9300 - LANDSCAPE
F.SECTION 32-8423 - UNDERGROUND IRRIGATION SLEEVE AND UTILITY
CONDUITS
1.3 REFERENCE STANDARDS
A.AMERICAN STANDARD FOR TESTING AND MATERIALS (ASTM) - LATEST
EDITION.
1.4 QUALITY ASSURANCE AND REQUIREMENTS
A.PERMITS AND FEES: THE CONTRACTOR SHALL OBTAIN AND PAY FOR ANY
PERMITS NECESSARY AND ALL OBSERVATIONS AS REQUIRED.
B.MANUFACTURER'S DIRECTIONS: MANUFACTURER'S DIRECTIONS AND
DETAILED DRAWINGS SHALL BE FOLLOWED IN ALL CASES WHERE THE
MANUFACTURERS OF ARTICLES USED IN THIS CONTRACT FURNISH
DIRECTIONS COVERING POINTS NOT SHOWN IN THE DRAWINGS AND
SPECIFICATIONS.
C.ORDINANCES, CODES, AND REGULATIONS: ALL LOCAL, MUNICIPAL AND
STATE LAWS, AND RULES AND REGULATIONS GOVERNING OR RELATING TO
ANY PORTION OF THIS WORK ARE HEREBY INCORPORATED INTO AND
MADE A PART OF THESE SPECIFICATIONS, AND THEIR PROVISIONS SHALL
BE CARRIED OUT BY THE CONTRACTOR. ANYTHING CONTAINED IN THESE
SPECIFICATIONS SHALL NOT BE CONSTRUED TO CONFLICT WITH ANY OF
THE ABOVE RULES AND REGULATIONS AND REQUIREMENTS OF THE SAME.
D.HOWEVER, WHEN THESE SPECIFICATIONS AND DRAWINGS CALL FOR OR
DESCRIBE MATERIALS, WORKMANSHIP, OR CONSTRUCTION OF A BETTER
QUALITY, HIGHER STANDARD OR LARGER SIZE THAN IS REQUIRED BY THE
ABOVE RULES AND REGULATIONS, THESE SPECIFICATIONS AND DRAWINGS
SHALL TAKE PRECEDENCE.
1.5 SCHEDULE OF MATERIALS
A.MATERIALS LIST:
a. ALL EQUIPMENT MANUFACTURERS AND MODEL NUMBERS SHALL BE AS
NOTED ON THE PLANS.
b. THE CONTRACTOR SHALL FURNISH THE ARTICLES, EQUIPMENT,
MATERIALS, OR PROCESSES SPECIFIED BY NAME IN THE DRAWINGS AND
SPECIFICATIONS. NO SUBSTITUTION WILL BE ALLOWED WITHOUT PRIOR
WRITTEN APPROVAL OF THE LANDSCAPE ARCHITECT.
c. A COMPLETE MATERIAL LIST OF EQUIPMENT SHALL BE SUBMITTED
BEFORE PERFORMING ANY WORK. SUBMITTAL SHOULD INCLUDE ALL
MANUFACTURERS' SPECIFICATIONS AND LITERATURE FOR APPROVAL BY
THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION.
d.EQUIPMENT OR MATERIALS INSTALLED OR FURNISHED WITHOUT PRIOR
APPROVAL OF THE LANDSCAPE ARCHITECT MAY BE REJECTED.
e. APPROVAL OF ANY ITEM, ALTERNATE OR SUBSTITUTE INDICATES ONLY
THAT THE PRODUCT OR PRODUCTS APPARENTLY MEET THE
REQUIREMENTS OF THE DRAWINGS AND SPECIFICATIONS ON THE BASIS
OF THE INFORMATION OR SAMPLES SUBMITTED.
f.MANUFACTURER'S WARRANTIES SHALL NOT RELIEVE THE CONTRACTOR
OF HIS LIABILITY UNDER THE GUARANTEE. SUCH WARRANTIES SHALL
ONLY SUPPLEMENT THE GUARANTEE.
1.4 RECORD AND AS BUILT DRAWINGS/SUBMITTALS
A.CONTRACTOR SHALL PROVIDE AND KEEP UP TO DATE AND COMPLETE
“AS-BUILT” RECORD SET OF PRINTS.
B.CONTRACTOR SHOULD USE ALL SYMBOLS AND NOTATIONS CONSISTENT
WITH THE ORIGINAL DRAWINGS.
C.IN “AS-BUILT” DRAWINGS, CONTRACTOR SHALL LOCATE:
a. CONNECTION TO EXISTING WATER LINES
b. CONNECTION TO ELECTRICAL POWER
c. GATE VALVES
d. ROUTING OF SPRINKLER PRESSURE LINES
e. SPRINKLER CONTROL VALVES
f. QUICK COUPLING VALVES
g. OTHER RELATED EQUIPMENT
D.SUBMIT COMPLETED TRACINGS PRIOR TO FINAL ACCEPTANCE. DATE AND
SIGN ALL DRAWINGS.
E.EQUIPMENT TO BE FURNISHED:
a. SUPPLY AS PART OF THIS CONTRACT THE FOLLOWING TOOLS:
i.QUICK COUPLING KEYS, THREE (3) WITH BOILER DRAINS ATTACHED
USING BRASS REDUCER.
ii.THREE (3) KEYS FOR EACH AUTOMATIC CONTROLLER
b. THE ABOVE MENTIONED EQUIPMENT SHALL BE TURNED OVER TO THE
OWNER AT THE CONCLUSION OF THE PROJECT.
F. THE IRRIGATION CONTRACTOR SHOULD DEMONSTRATE THAT THE FINAL
INSTALLED SYSTEM WILL OPERATE ACCORDING TO THE INTENT OF THE
DESIGNED AND SPECIFIED SYSTEM. IRRIGATION CONTRACTOR SHALL
GUARANTEE 100% COVERAGE TO ALL AREAS TO BE IRRIGATION.
1.5 MAINTENANCE AND GUARANTEE
A.MAINTENANCE AND WORKMANSHIP SHALL BE GUARANTEED FULLY FOR
ONE (1) YEAR AFTER FINAL ACCEPTANCE.
B.PROVIDE MAINTENANCE OF SYSTEM, CLEANING AND ADJUSTMENT OF THE
HEADS, FOR ONE (1) YEAR AFTER COMPLETION OF INSTALLATION.
C.GUARANTEE IS LIMITED TO REPAIR AND REPLACEMENT OF DEFECTIVE
MATERIALS AND WORKMANSHIP, INCLUDING THE REPAIR OF BACKFILL
SETTLEMENT.
1.6 TESTING
A.PERFORM TESTING REQUIRED WITH OTHER TRADES INCLUDING
EARTHWORK, PAVING, PLUMBING, ETC. TO AVOID CUTTING, PATCHING OR
BORING.
B.WATER PRESSURE SHOULD BE FOUND PRIOR TO STARTING
CONSTRUCTION. DETERMINE/CONFIRM THAT STATIC WATER PRESSURE IS
MORE THAN THE WATER PRESSURE NEEDED FOR THE SYSTEM TO
FUNCTION PROPERTY. IF STATIC PRESSURE IS LESS THAN THE DESIGN
PRESSURE NEEDED, DO NOT START WORK UNTIL THE LANDSCAPE
ARCHITECT IS NOTIFIED.
1.7 COORDINATION
A.COORDINATE INSTALLATION OF ALL PRODUCTS, INCLUDING EARTHWORK,
PAVING AND PLUMBING.
B.COORDINATE TO ENSURE THAT ELECTRICAL POWER SOURCE IS IN PLACE.
C.COORDINATE INSTALLATION WITH WORK SPECIFIED IN OTHER SECTIONS.
D.COORDINATE WITH THE LANDSCAPE CONTRACTOR TO ENSURE PLANT
MATERIAL IS UNIFORMLY WATERED IN ACCORDANCE WITH INTENT
SHOWN ON DRAWINGS.
PART 2 - PRODUCTS
2.1 MATERIALS
B.REFER TO CONSTRUCTION DRAWINGS AND NOTES.
C.SPRINKLER HEADS IN LAWN AREAS AS SPECIFIED ON PLAN
D.PVC PIPE: CLASS 200 SPR 21
E.COPPER TUBING (FOR CITY CONNECTIONS): TYPE “M”
F.24V WIRE - SIZE 14, TYPE UF
G.ELECTRIC VALVES TO BE ALL PLASTIC CONSTRUCTION AS INDICATED ON
PLANS.
H.REFER TO DRAWING FOR BACKFLOW PREVENTION LOCATION -
COORDINATE EXACT LOCATION WITH THE GENERAL CONTRACTOR.
PART 3 - EXECUTION
3.1 INSPECTION:
A.SITE CONDITIONS:
a.ALL SCALED DIMENSIONS ARE APPROXIMATE. THE CONTRACTOR SHALL
CHECK AND VERIFY ALL SIZE DIMENSIONS.
b.EXERCISE EXTREME CARE IN EXCAVATING AND WORKING NEAR UTILITIES.
CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGES TO UTILITIES
WHICH ARE CAUSED BY ANY OF HIS OPERATIONS OR NEGLECT.
c.COORDINATE INSTALLATION OF IRRIGATION MATERIALS, INCLUDING
PIPE, SO THERE SHALL BE NO INTERFERENCE WITH UTILITIES OR OTHER
CONSTRUCTION DIFFICULTY IN PLANTING TREES, SHRUBS, AND
GROUNDCOVERS. COORDINATE WORK WITH OTHER SITE CONTRACTORS.
3.2 PREPARATION
A.PHYSICAL LAYOUT:
a.PIPING AND HEAD LAYOUT AS SHOWN ON PLANS IS SCHEMATIC ONLY.
ALL PIPES TO BE INSTALLED DIRECTLY BEHIND CURBS, WALKS AND WALLS
WHEREVER POSSIBLE.
b.PRIOR TO INSTALLATION CONTRACTOR SHALL STAKE OUT ALL PRESSURE
SUPPLY LINES, ROUTING AND LOCATION OF SPRINKLER HEADS.
c.ALL LAYOUTS SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT OR
OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION.
B.WATER SUPPLY:
a.IRRIGATION SYSTEM SHALL BE CONNECTED TO WATER SUPPLY POINTS OF
CONNECTION AS INDICATED ON THE DRAWINGS.
b.CONNECTIONS SHOULD BE MADE AT APPROXIMATE LOCATIONS AS
SHOWN ON DRAWINGS. CONTRACTOR SHALL VERIFY IN FIELD AND BE
RESPONSIBLE FOR MINOR CHANGES CAUSED BY ACTUAL SITE
CONDITIONS.
3.3 INSTALLATION
A.TRENCHING
a.DIG TRENCHES STRAIGHT 6” WIDE WITH NEAR VERTICAL SIDE AND
SUPPORT PIPE CONTINUOUSLY ON BOTTOM OF TRENCH. REMOVE
LUMBER, RUBBISH, LARGE ROCKS ETC. FROM TRENCHES. LAY PIPE TO AN
EVEN GRADE - WITH A FIRM, UNIFORM BEARING FOR ENTIRE LENGTH OF
PIPE.
b. REMOVE FOREIGN MATTER OR DIRT FROM INSIDE OF PIPE BEFORE
WELDING AND KEEP PIPING CLEAN BY ANY MEANS POSSIBLE DURING
AND AFTER LAYING OF PIPE.
c. PROVIDE A MINIMUM OF EIGHTEEN (18) INCHES OF COVER FOR ALL
PRESSURE SUPPLY LINES.
d.PROVIDE A MINIMUM OF TWELVE (12) INCHES OF COVER FOR ALL
NON-PRESSURE LINES.
e. PROVIDE A MINIMUM COVER OF EIGHTEEN (18) INCHES FOR ALL
CONTROL WIRING.
f. NO MACHINE TRENCHING, UNLESS APPROVED BY THE LANDSCAPE
ARCHITECT, SHALL BE DONE WITHIN DRIP LINE OF EXISTING TREES.
TRENCHING SHOULD BE DONE BY HAND, TUNNELING OR BORING OR
OTHER METHODS APPROVED BY THE LANDSCAPE ARCHITECT. IT SHOULD
BE UNDERSTOOD THAT PIPING LAYOUT IS DIAGRAMMATIC AND PIPING
SHALL BE ROUTED AROUND TREES AND SHRUBS IN SUCH A MANNER TO
AVOID DAMAGE TO PLANTS.
B. BACKFILL
a. TRENCHES SHALL NOT BE BACKFILLED UNTIL ALL REQUIRED TESTS ARE
PERFORMED. TRENCHES SHALL BE CAREFULLY BACKFILLED WITH THE
EXCAVATED MATERIALS APPROVED FOR BACKFILLING, CONSISTING OF
EARTH, LOAM, SANDY CLAY, SAND OR OTHER APPROVED MATERIALS,
FREE FROM LARGE CLODS, STONES OR STICKS.
b. IF SETTLEMENT OCCURS AND SUBSEQUENT ADJUSTMENTS IN PIPE,
VALVES, SPRINKLER HEADS, LAWN OR PLANTING OR OTHER
CONSTRUCTION ARE NECESSARY, THE CONTRACTOR SHALL MAKE ALL
REQUIRED ADJUSTMENTS WITHOUT THE COST TO THE OWNER.
C. TRENCHING AND BACKFILL UNDER PAVING:
a. ALL IRRIGATION MAIN LINE AND LATERAL LINES OR WIRING LOCATED
UNDER AREAS WHERE PAVING, ASPHALTIC PAVING, OR CONCRETE SHALL
BE INSTALLED IN SCHEDULE 40 PVC SLEEVES OF ADEQUATE SIZE. SEE
SECTION 32 8423.
D.ASSEMBLIES
a. INSTALL ALL ASSEMBLIES SPECIFIED HEREIN IN ACCORDANCE WITH
RESPECTIVE DETAILS. IN ABSENCE OF DETAIL DRAWINGS OR
SPECIFICATIONS, PERFORM SUCH WORK IN ACCORDANCE WITH BEST
STANDARD PRACTICES OR MANUFACTURER'S RECOMMENDATIONS AS
APPROVED BY THE LANDSCAPE ARCHITECT.
b. MAKE SOLVENT WELDED JOINTS USING ONLY THE SOLVENT
RECOMMENDED BY THE MANUFACTURER. PIPES AND FITTINGS SHOULD
BE CLEANED OF ALL DIRT AND DUST AND MOISTENED BEFORE APPLYING
SOLVENT.
c. ON PVC TO METAL CONNECTIONS, THE CONTRACTOR SHALL WORK
METAL CONNECTIONS FIRST. USE NON HARDENING PIPE DOPE OR
TEFLON TAPE ON THREADED PVC ADAPTERS INTO WHICH PIPE MAY BE
WELDED. LIGHT WRENCH PRESSURE IS ALL THAT IS REQUIRED, USE
THREADED PVC ADAPTERS INTO WHICH THE PIPE MAY BE WELDED.
E. LINE CLEARANCE: ALL LINES SHALL HAVE A MINIMUM CLEARANCE OF SIX
(6) INCHES FROM EACH OTHER AND FROM OTHER TRADES. PARALLEL LINES
SHALL NOT BE DIRECTLY INSTALLED ONE OVER THE OTHER.
F. WIRING: SUPPLY WIRE FROM THE AUTOMATIC CONTROLLER TO ALL THE
VALVES. A SEPARATE WIRE IS REQUIRED TO EACH ELECTRIC VALVE. A
COMMON NEUTRAL WIRE IS ALSO REQUIRED FROM EACH CONTROL TO
EACH OF THE VALVES. BUNDLE MULTIPLE WIRES AND TAPE THEM
TOGETHER AT TEN FOOT INTERVALS. EXPANSION COILS OF TEN INCHES
SHALL BE INSTALLED APPROXIMATELY EVERY 100 FEET. MAKE ALL SPLICES
WATERPROOF.
G.AUTOMATIC CONTROLLER: INSTALL AS PER MANUFACTURER'S
SPECIFICATIONS AND INSTRUCTIONS. REMOVE CONTROL VALVES SHALL BE
CONNECTED TO CONTROLLER IN NUMERICAL SEQUENCE AS SHOWN ON
THE DRAWINGS. EACH REMOVE CONTROL VALVE SHALL BE WIRED TO ONE
STATION OF THE CONTROLLER.
H.REMOTE CONTROL VALVES:
a. INSTALL WHERE SHOWN ON DRAWINGS AND DETAILS. VALVES SHALL BE
SIZED ACCORDING TO THE DRAWINGS.
b. INSTALL IN A LEVEL POSITION IN ACCORDANCE TO MANUFACTURER'S
SPECIFICATIONS.
c. WHEN GROUPED TOGETHER, ALLOW AT LEAST TWELVE (12) INCHES
BETWEEN VALVES. INSTALL EACH REMOTE CONTROL VALVE IN A
SEPARATE VALVE BOX. EACH VALVE NUMBER AND ITS CONTROLLER
LETTER SHALL BE STENCILED INSIDE VALVE BOX TOP WITH EXTERIOR
PAINT.
I. FLUSHING OF SYSTEM:
a. AFTER ALL NEW SPRINKLER PIPE LINES AND RISERS ARE IN PLACE AND
CONNECTED, ALL NECESSARY WORK HAS BEEN COMPLETED, AND PRIOR
TO INSTALLATION OF SPRINKLER HEADS, THE CONTROL VALVES SHALL BE
OPENED AND A FULL HEAD OF WATER USED TO FLUSH OUT THE SYSTEM.
b. SPRINKLER HEADS SHALL BE INSTALLED ONLY AFTER FLUSHING OF THE
SYSTEM HAS BEEN ACCOMPLISHED.
J. SPRINKLER HEADS:
a. INSTALL HEADS AS DESIGNED ON THE DRAWINGS. MAKE APPROPRIATE
ADJUSTMENTS TO HEAD LAYOUT TO ACCOMMODATE FOR ACTUAL FIELD
CONDITIONS.
b. SPACING OF HEADS SHALL NOT EXCEED THE MAXIMUM INDICATED ON
THE DRAWINGS. IN NO CASE SHALL THE SPACING EXCEED THE MAXIMUM
RECOMMENDED BY THE MANUFACTURER.
c. ALL SPRINKLERS TO ATTACH TO LATERAL LINES WITH FLEXIBLE
CONNECTORS. REFERENCE DETAILS ON DRAWINGS.
3.4 TESTING
A.THE CONTRACTOR SHALL TEST SPRINKLER MAIN FOR TWELVE TO
FOURTEEN HOURS UNDER NORMAL PRESSURE. IF LEAKS ARE PRESENT,
REPLACE JOINT OR JOINS AND REPEAT TEST.
B. A COMPLETE TEST SHALL BE MADE PRIOR TO BACKFILLING. BACKFILLING
MATERIALS MAY BE PLACED IN TRENCHES IN LIFTS TO ENSURE STABILITY
OF THE LINE UNDER THE PRESSURE OF BACKFILL. IN EACH CASE, LEAVE
FITTINGS AND COUPLINGS OPEN TO VISUALLY INSPECT FOR FULL PERIOD
OF TEST.
C.WHEN SYSTEM IS COMPLETE, A COVERAGE TEST SHALL BE PERFORMED IN
THE PRESENCE OF THE LANDSCAPE ARCHITECT OR OWNER'S
REPRESENTATIVE. IT SHALL BE DETERMINED IF THE WATER COVERAGE FOR
ALL PLANTING AREAS IS COMPLETE AND ADEQUATE. FURNISH ALL
MATERIALS AND PERFORM ALL WORK REQUIRED TO CORRECT ANY
INADEQUACIES OF COVERAGE.
D.UPON COMPLETION OF EACH PHASE OF WORK, THE ENTIRE SYSTEM
SHOULD BE TESTED AND ADJUSTED TO MEET SITE REQUIREMENTS.
END OF SECTION
NOTES:
1.ALL PVC IRRIGATION SLEEVES TO BE SCHEDULE 40 PIPE.
2.ALL JOINTS TO BE SOLVENT WELDED AND WATERTIGHT.
3.WHERE THERE IS MORE THAN ONE SLEEVE, EXTEND THE SMALLER
SLEEVE TO 24-INCHES MINIMUM ABOVE FINISH GRADE.
4.MECHANICALLY TAMP TO 95% PROCTOR.
5.SLEEVE LOCATIONS SHALL BE MARKED ONTO THE TOP OF CURB WITH
A SAWCUT OF TWO PARALLEL LINES THAT ARE 2" LONG AND 1" APART.
PVC CAP
(TYPICAL)
18"
24" MIN. TO
FINISH GRADE
18" MIN.
DITCH
PAVEMENT
SLEEVES
4" MIN. CLEARANCE
PERMANENT MARKER
PAVING
PVC CAP (TYPICAL)
RUN WIRING BENEATH
AND BESIDE MAINLINE.
TAPE AND BUNDLE AT
10-FOOT INTERVALS.
ALL SOLVENT WELD
PLASTIC PIPING TO
BE SNAKED IN
TRENCH AS SHOWN.
TIE A 24-INCH LOOP IN ALL WIRING
AT CHANGES OF DIRECTION OF 30°
OR GREATER. UNTIE AFTER ALL
CONNECTIONS HAVE BEEN MADE.
WIRE W/O CONDUIT
PLAN VIEW
WIRING IN
CONDUIT
LATERAL
PIPE
MAINLINE
PIPE
MAINLINE, LATERAL,
AND WIRING IN THE
SAME TRENCH
SECTION VIEW
NOTES:
1. SLEEVE BELOW ALL HARDSCAPE ELEMENTS WITH SCH 40 PVC TWICE THE
DIAMETER OF THE PIPE OR WIRE BUNDLE WITHIN.
2. FOR PIPE AND WIRE BURIAL DEPTHS, SEE SPECIFICATIONS. MINIMUM - 12"
3. BACKFILL AND COMPACT TRENCHES TO ORIGINAL GRADE.
IRRIGATION PVC SLEEVES PIPE AND WIRING TRENCHING
DOUBLE CHECK VALVE ASSEMBLY
(REFERENCE PLAN FOR SIZE & TYPE)
METER BOX FINISH GRADE/
TOP OF MULCH
SCHEDULE 40, BRASS
OR GALVANIZED NIPPLE
AS REQUIRED
PVC PIPE TO
IRRIGATION MAIN LINE
(REF. PLAN FOR SIZE)
PVC ELL
4" THICK LAYER OF GRAVEL
FROM WATER METER
DOUBLE CHECK ASSEMBLY
ISOLATION VALVE
NOTE:
1. INSTALL BACKFLOW PREVENTER AS REQUIRED BY LOCAL CODES AND HEALTH
DEPARTMENT. VERIFY LOCAL REQUIREMENTS PRIOR TO INSTALLATION. PRIOR
TO BACKFLOW PREVENTER, INSTALL A NOMINALLY SIZED ISOLATION VALVE.
WYE STRAINER
QUICK-COUPLING VALVE:
HUNTER MODEL HQ-3RC
PRO-C CONTROLLER W/SOLAR SYNC SYSTEM
N.T.S.
1.9 CLEARANCE MIN.
1-1/4", 1-1/2" OR 2" CONDUIT FOR
VALVE WIRES AS APPROPRIATE BY
UNDERWRITERS LABORATORIES
3/4" CONDUIT FOR 120/230 VAC
NOTE:
1. WEATHER SENSORS ARE TO BE PROVIDED AS REQUIRED BY LOCAL CODES.
VERIFY LOCAL REQUIREMENTS PRIOR TO INSTALLATION.
SOLAR SYNC MODULE;
MOUNT LESS THAN 6'
AWAY FROM
CONTROLLER. MODULE
CAN BE MOUNTED
INTERNALLY WHEN
PAIRED WITH THE PCC
CONTROLLER.
COMPATIBLE HUNTER
CONTROLLERS: ICC, PRO-C, PCC
NOTE:
1. FURNISH NOMINALLY SIZED BALL VALVE WITHIN SAME BOX
AND PRIOR TO MAINLINE TEE.
2. FURNISH FITTINGS AND PIPING NOMINALLY SIZED IDENTICAL
TO NOMINAL QUICK COUPLING VALVE INLET SIZE.
QUICK COUPLING VALVE
PLASTIC VALVE BOX
WITH PURPLE COVER
FINISH GRADE/TOP OF MULCH
BALL VALVE
PVC SCH 40 ELL
PVC SCH 80 NIPPLE
(LENGTH AS REQUIRED)
BRICK (1 OF 4)
PVC MAINLINE PIPE
SCH 80 NIPPLE
AND SCH 40 ELL
PVC SCH 40 TEE OR ELL
3" MIN.
2" x 2" REDWOOD STAKE W/
STAINLESS STEEL GEAR
CLAMPS OR EQUIVALENT
SUPPORT SYSTEM
3-INCH MINIMUM DEPTH OF
3/4-INCH WASHED GRAVEL
WIRE FROM MODULE TO SENSOR
SHALL BE 18/2. USE CONTROLLER
SMART PORT TO CONNECT TO
MODULE UNIT
1
N.T.S.
2
N.T.S.
3
N.T.S.
5
N.T.S.
6
MIN. 1" CLR.
MIN. 1"
[25MM] CLR.
DEPTH PER PLAN
DRIP CONTROL ZONE KIT W/ ISOLATION VALVE
N.T.S.
8
FINISH GRADE AT ADJACENT
SURFACE (TURF OR MULCH)
IRRIGATION VALVE BOX: HEAT STAMP
LID WITH 'RCV' IN 2" LETTERS
HUNTER REMOTE CONTROL VALVE
(ICZ) WITH FILTER REGULATORWATERPROOF
CONNECTORS (2)
18"-24" COILED WIRE
TO CONTROLLER
SCH.80 CLOSE NIPPLE,
MATCH SIZE TO VALVE
SCH.80 CLOSE NIPPLE,
MATCH SIZE TO VALVE
PVC SLIP X MPT ADAPTOR ISOLATION VALVE
PVC SLIP X MPT ADAPTORIRRIGATION LATERAL
BRICK SUPPORTS (4)
MAINLINE AND FITTINGS
FILTER FABRIC - WRAP TWICE
AROUND BRICK SUPPORTS
3/4" WASHED GRAVEL - 4" MIN. DEPTH
IN-LINE VALVE (ICV) WITH ISOLATION VALVE
N.T.S.
4
FINISH GRADE AT ADJACENT
SURFACE (TURF OR MULCH)
ISOLATION VALVE
SCH. 80 CLOSE NIPPLE,
SIZE PER RCV
IRRIGATION VALVE BOX: HEAT STAMP
LID WITH 'RCV' IN 2" LETTERSHUNTER REMOTE CONTROL
VALVE (ICV) WITH FLOW CONTROL
WATERPROOF
CONNECTORS (2)
18"-24" COILED WIRE
TO CONTROLLER
SCH.80 CLOSE NIPPLE,
SIZE PER RCV
PVC SLIP X FPT ADAPTOR
BRICK SUPPORTS (4)
IRRIGATION LATERAL
MAINLINE AND FITTINGS
FILTER FABRIC - WRAP TWICE
AROUND BRICK SUPPORTS
3/4" WASHED GRAVEL - 4" MIN. DEPTH
PVC STREET ELL OR
MALE BARBED ELBOW
LATERAL LINE WITH
PVC TEE OR ELL
PVC STREET ELL OR
MALE BARBED ELBOW
PVC FLEX HOSE OR SWING PIPE
FINISH GRADE/
TOP OF MULCH
SET HEAD FLUSH WITH
FINISH GRADE
EDGE OF PAVING
OR FACE OF WALL
4"
MIN.
12"
MIN.
POP-UP SPRAY BODY OR POP-UP ROTOR
MODEL:PROS-04-PRS30
W/ PRO ADJUSTABLE
NOZZLES (10a) OR STRIP
PATTERN NOZZLES AS
INDICATED ON PLAN. *
NOTE:
1. MAY NOT BE USED IN LANDSCAPE AREAS LESS THAN FORTY-EIGHT INCHES
(48") IN LENGTH OR WIDTH.
N.T.S.
7
MP ROTATOR USE
PROS-04-PRS40 SPRAY BODY
MODEL AND PROS-04-PRS30
FOR SHORT RADIUS,
ROTATOR NOZZLES ARE
SPECIFIED AS FOLLOWS:
MP-800SR = 6' - 12'
MP-1000 = 8' - 15'
MP-2000 = 13' - 21'
MP-3000 = 22' - 30'
MP STRIPS
MP CORNERS
LABELED AS: RXX
(WHERE XX = DISTANCE OF
THROW)
ROTORS USE PGP ULTRA,
PGP-04-PRB MODEL W/
MPR-25, -30, OR -35 NOZZELS
LABELED AS: XXR
HUNTER DRIPLINE CONNECTION W/DRIPLINE
AND ELBOW
N.T.S.
9
HUNTER DRIPLINE (HDL) PER PLAN
PLD OR PLD-LOC FITTING
FINISHED GRADE
MULCH PER
LANDSCAPE PLAN
HDL RISER - LENGTH
AS REQUIRED
PVC SUPPLY HEADER
PLD OR PLD-LOC FITTING
SOIL
ECO INDICATOR- FLEX TUBING
N.T.S.
10
ECO INDICATOR
FINISHED GRADE
ADJACENT MULCH
PVC LATERAL PIPE
FLEX TUBING
TREE BUBBLER ASSEMBLY WITH HUNTER PROS-06-PRS30
N.T.S.
11
SECTION VIEW
TREE PER LANDSCAPE PLAN
FINISH GRADE OR TOP OF MULCH
HUNTER PROS-06-PRS30 (USE NUMBER
OF SPRAY BODIES PER PLAN)
FLEXIBLE TUBE OR SWING ARM
LATERAL FITTING
LATERAL PIPE PER PLAN
TREE ROOT BALL
UNDISTURBED SOIL
NOTE:
1. PLACE POP-UP BUBBLER DIRECTLY AT THE EDGE OF THE
ROOT BALL. ENSURE THAT THE STREAM BUBBLERS SPRAYS
DIRECTLY ONTO THE ROOT BALL TO WET THOROUGHLY.
2. SPACE REQUIRED NUMBER OF SPRAY BODIES EQUIDISTANT
AROUND EDGE OF ROOT BALL.
2. USE NUMBER OF SPRAY BODIES PER PLAN.