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Item 11 - Plans24' ACCESS EASEMENT 24' DRAINAGE, FIRE LANE, & ACCESS EASEMENT 24' DRAINAGE, FIRE LANE, & ACCESS EASEMENT L O T 1 3 B L O C K 3 R FM 170 9 WEST S O U T H L A K E B L V D 134' T X D O T R . O . W . 1/2" IRFC BOLLARDS BOLLARDS E E E E EEEEEEEE E E E E E E E E E EEEEEEEEEEEEEEEEE E E E E E E E E E E E E E E E E E E E E E E E E E E 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 BLOCK 3R LOT 10 BLOCK 3R EXISTING 10' U . E . V.388-6181, P . 0 8 15' U.E. PE A R S O N L A N E R. O . W . V A R I E S 20' U.E. 15' U.E.30' COM M ON A C CES S EAS E M ENT35' D. E . V. 3 8 8 - 6 1 8 1 , P.0 8 40' B. L . 35 ' D . E . V. 3 88-6181, P.08 30 ' B . L . 50' B.L. 5/8" IRFC CHISELED "X" FOUND 1/2" IRFC 5/8" IRFC EE E E E E E E V V V V V V V V V V V M M M M 4x 20" WATER METERS SS SS SS S SD SD AD O P T A H I G H W A Y 45 M P H E C T T T EM TNH=653.18' F TNH=657.08' F 50,824 Sq. Feet 1.17 Acres 50,484 Sq. Feet 1.16 Acres LOT 13R2 BLOCK 3R LOT 13R1 BLOCK 3R N89°30'17 " E 3 8 7 . 8 7 'N11°07'08"W 78.14'N00°02'17"W 1 7 3 . 1 4 ' S89°30'2 9 " W 3 5 4 . 8 5 'N45°29'25"W28.27'S00 ° 29'3 1 "E 269 . 94' 201.85' 186.02' 188.02' 166.83' N0 0 ° 0 4 ' 09"W 2 6 9 . 9 4 ' 24 ' A C C E S S EA S E M E N T PROJECT AREA CR 4091 CR 4091 DA V I S B L V D UNION CHURCH S P E A R S O N L N S P E A R S O N L NKELLE R P A R K WA Y KE L L E R P A R K W A Y CH AND L E R RD 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 a DT 1 " Sp1A 4'AEE iwo } 1 p9 UBO1415lE1' SR ftFDO IECl p 1 51 _ TU1t4E0 OGK p fl ILO 5j9 OTr rl CA0,1' 7100 33 EX} r3y Iryf%l9A• 1Y ravrw' • .swat rRER2CIrYur' K[LLLR VOLVAC 1661 PACE 1051 PO ODX 770 KELLLR, rX 76244-0710 rR. ti0NAnrr G. urTa[u VQUAC 9146. PA6Y 740 jJ KIA-57ON CT ifLV D, rX ]6012-6624 IaY/Ati • 1144 42.00' LOT 5 App(1[ON CIMMMRON ACRESRP9 p8 01.388" BLACK 2 LOT 6 LOT 7 M — — — JORDQa N DRIVE _ c,itBala 0 60, ROW M S900 00'00"E 0 1330 17121" tA tm v J p, 4 R 50.00' L 116.32' LCB N76° 28'42"E LC 91.81' 229. 31' 178.30' 179.30' 180.30' I Fri 40,6U,/0inp Line r I 4016uddinq Line ZI 6R1 W i SR5 i 5R4 i 5R3 I 56,42fi SO.iT. 01 h 4130013ACRES w 43, 654 SOFT, w 43,692 SOFT. In r I 1. 295 ACRES O = I_ 1.002 ACRES = I L003 ACRES LOT 12 01 N LOT 11 0!t LOT 10 OI N LOT 9 N I 0I-t 2. 00' Ld p® MOW 0 7188 _ A 498 1 ro W VWioMIN, FINISH FLOOR Z 0 1 N 02 01 0N ELEV• 653.50 Q 2 nc ua, t,F j I I 1 15' DRAINAGE AND UTILITY EASCMENT 1 25' WATER L[ EASEMENT 1— — 180. 30 — 1 229.63' 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- 4---- IO N I 6R2 O 0 20.00, ft4 1 N II 1 101, 347 SOFT. h 5R6 2. 326 ACRES 2 M LOT 13 MIN. FINISH FLOUR o II ELEV•652.00 1 ul Q W I N J I I J 860. 69' It I-502& ddin¢1ine 50= BUllai/>¢Ik AQ o l T— TI o II dN45'17'31"W ' ACRES App( TION CIMMAR ON 181,P9•p3 01. BLOCK 3 tor to r Oo S80 ° 11' 5311C I " 93... 48' s 332 28' SR2 5R1 43, 673 SOFT. \p 75,542 SOFT. 1, 002 ACRES , 1. 734 ACRES LOT8 LOT 7 o I 3 n cD w I O 15' D,8 U.E. I" O 0 ---- 72 27 ------ 28 E5r-- 889-. 5-210 J—° EXIST. 10'U.EJ E 6742' nV VOL 332A1 I J C-) I O \ o 5R7 0 ° LA W 354. 90------------------------- V V V V V 11 • V J V• V V N 0D NCJQ D v AD 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 A S L I C ENSED I R GIATORR 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.