The URL can be used to link to this page

Item 4D - Plans200' 100' 0' 100' 200' VICINITY MAP (NOT TO SCALE) Z Z O N d' CR 4091 J CR 4091 N KELLER P I I I UNION CHURCH E — E E — E 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 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. I W - I I W I ILI J W `, �� m LO 7[, 12 LOT 11 B ]LOCK ]� BLOCK 3R I--�00I-- — 15' U.E.— -- - BOLLARDS W N89030'17"E 387.87' 2" IRFC 51/8" IRFC I = = 201.85' 186.02' W I 24' DRAINAGE, FIRE LANE, & I I ACCESS EASEMENT 20U.E . a a a I -- —_- — ------------------I 00 I I I I I I I I (n W (nLU I I Q LL I N Q i N I W wLJLj 101,308 S Feet ' I CD qI I W _ N 2.33 Acres w.- I I 50,824 Sq. Feet 50,494 Sq. Feet LOT 10 BLOCK 3R I I I 1.17 Acres 11 1 1.1-6 Acres _ ��- - �� LOT 5 R6 M I o I_�_,_�_,� BLOCK 3� W 0- 1 1 LOT ; 13R2 LOT 13R1 3 �+ BLOCK 3R CDBLOCK 3R ® 0 1 M 1 I 00 O- i, i 00 i O ® w N I M I O O Z • O Z E 24' DRAINAGE, FIRE ~ Ei W I IL------------------------------------------- ------- LANE, &ACCESS / I �� \ - -------EASEMENT ---- - - — ----- — - - - -- 5Q° B.L.--------------- 24 ACCESS - EASEMENT ,- >�> `V i �------------- -Nurr-oa3.1-8= 1 5' U.E. — — —=.--. Aj- — — — — — EXISTING 10' U.E. 41 r�� L / a p 5j �88$2' E EnEE E E —� E E E E E E ��• �¢3E E E E E E H N'k' X/ i E E �C•�U V-E 1E>�c"�-- E E E E E E— E_ E E E E \ S89°30'29"W 354.85'�"- C�hF�ELED W �2" IRFC " X" OUND, 4x 220" WATkh METERS a W _.._.�_._.�_.�_.�_.�_.�_.�_.•_ W W PRELIMINARY USE ONLY. THIS DOCUMENT SHALL NOT BE RECORDED FOR A AND SHALL NOT BE USED OR VIEWED OR RELIED FINAL SURVEY DOCUMENT .r� 0 F N .TOMMY •0,••BURKS • E 11v ■ — TN---65-':08' OWNER'S CERTIFICATE STATE OF TEXAS COUNTY OF tarrant DEVELOPED BY: CHRISTIANSON COMPANIES 4609 33RD AVENUE S, STE 400 FARGO, ND 58104 (701)499-3936 CONTACT: TANNER BRANDT PREPARED BY: BURKS LAND SURVEYING 223 CR 1260 DECATUR, TEXAS 76234 (817)228-5577 E-MAIL: BLSURVEY98CYAHOO.COM CONTACT: QUINT BURKS APPROVED BY THE PLANNING AND ZONING COMMISSION DATE: CHAIRMAN: P&Z SECRETARY: APPROVED BY THE CITY COUNCIL DATE: MAYOR: CITY SECRETARY: FILED AS INSTRUMENT #------------- DATE--------------- PLAT (REVISION OF LOTS 13R1 AND 13R2, BLOCK 3R CIMMARRON ACRES ADDITION BEDNG A REVISION OF LOT 13, BLOCK 3R CIMMARRON ACRES ADDITION TO THE CITY OF SOUTHLAKE TARRANT COUNTY, TEXAS 2.33 ACRES AUGUST 1, 2024 23318 ZA24-0034 D205284702 151u, o LIv� DOjtdET 1AK A 110 554 ow p4 ' 3 7100 ZaV,,1b^ • 4 r4A rR !x2 VOL VAC 1665. PAGE 1050 PO 30X 770 xELLLR, rx 76214-0770� I MA�� S 03 d 44 ctMMRON 0 = 1330 17121" a R= 50,00' IN N N L 116.32' ® 5 �pirl� LCB = N76° 28'42"E M��oN ACRES °$ I �for 5 car 7 LC 91.81' 01M Ya1300 ! � CDT 6 for B BLOCK 3 JORDAN DRI YE — -- _ �• gar 4 I o o o 60' R0w cam- R�3iC� �` 580 1 + S90'2 00'00"E 860.69' s �3 'E 42.00""1 -��,� 178.30' 180.30' ! 93,48' 332.z8, •� 229.31 � � l 79.30 � � :6 I f ' I r l 40' Burldrn9 L me � 1 � 40' Buildrng Line 1 5R1 6i?I Si?5 5R4 5RJ 1 5R2 �---- h4 N W 1 2 75,542 SQ.FT. 1 56,426 SQ,FT, 0 43.613 SQ.FT. W + 43,654 SOFT, w j 43,692 SQ.FT. W 43,673 SQ,FT, O 1.734 ACRES r)I 1.295 ACRES O I �- 1 001 ACRES 0 ! 1.002 ACRES ! _ 1,003 ACRES 1,002 ACRES ° I 0 9 I O I 'n O 10 0 1 0 1 Q0 t o N LOT 12 � N LOT 11 o • � LOT �D � N LOT9 01 � LOT8 �o LOT 7 I �! �I� �I4 4 D I iV CV C MIN. FINISH FLOOR OL I � 01 01 00 1 C 4 1 o l ELEV-653.50 �1 ` Oz z Z ' 1 I ri CO I � I� 1 �~--�________________._ ;4�'L- _________ r___-� I CO 15' D. & U.E. - �`1 kS' DRAINAGE AND 25' wArTtR L[ CASEMENY � 1 ,• � � O .. UTILITY EASEMENT 180,301 4 229.63 ' I 17 8.3 0' 17 9.3 0' Y Ex1s r !s u r1l ESM r. , cab. A, St, JJ21 �8 /} iiv_ V O l 537 45 r ^_ _ _ ,r.JCI _ll 'JL_ JL2' 0'� I N S 9 38'11W EX1Sr. 20'UT1L ESMr.,cob. A,SL.JJ21 387.93 S89 38 11 W 88�5-2 -f T k~ EXIST.10'U.E. I 0 `'� VOLUME A t_u 67.42' aV PAGE 3321 6R2 00 20.00, �\ c �N 11 N C j 42.00r"':` Ian -� ► 1 4 V j 101,347 SQ,FT. 2 _ 5R5 0 5R7 2.326 ACRES r� h ti w LOT 13 (s I N I MIN. FINISH FLUOR .•• o -4— e-P ELEV-652.00 0 ' J o Z O �_ 0� p 0 599,J512111W 350.00' 71188' -l�or iceTX f- N@ cA y A-198; — r N."Y C. Af1 rCfifLL VOLUAf 9146, PAGE 7#0 JJ KIAS%W CT. 6fgfay. rx 76022-66,74 zav4v • At TA4 `^ `" v { `�X� 10' USL ESh1 r., V. 388-181,P• 08 �� 5J7, 45' - - - ( Sag° 38111'W 390.00, N 00 CJ NT 00 N f+'1 C) N XI D 11 LOT 5 OITION_ LEN � 1� I9 J G A SLIUE , q INCTVOL UAf 283, P&T 2J6 1�' PO BOX 14DJd fT. WORrr#, FX 76117 «rv_CWL* za vine - C-1 ALL LOT CORNERS SHALL BE %" IRON PIN SET UNLESS OTHERWISE NOTED NOT E BEARINGS BASED ON THE SOUTH LINE OF CIMMARRON ACRES ADDITION CIMMARRON ACRES ADDITION AS RECORDED IN CABINET A, SLIDE 3321 BEING 5 89038'11" W a CfiDUCVr)D1C rC0TrCr( ATtf')IJ rR 4A14 K. WA0C LEE VLr UA4E 7505, PAGr 14 9J J220 W SLIV rft AKE &r VD. s rE C SOURtAKE, rX 76092-67J7 zX-Ca"CAr.74 o s a- 1. EDDIE L. CHEATHAM. of CHEATHAM & ASSOCIATES, a Registered Professional Land Surveyor of the State of Texas, having platted the above subdivision ng �= from an actual survey on the ground; and that all lot corners, and angle OF S ,' ��..�•. rF points, and points of curve shall be properly marked on the ground, and �P re;fo�9 that this plat correctly represents that survey made by me or under my j c'f `� �s;'' direction and s�lper v i s i on . .......................... 8 0 EDDIE L CFiEAT1iAM r p •• •• 2 5 6 * • r •*n` `°?f Registered Professional Land Surveyor No. 2346 -' Sues Address; 1601 E. Lamr Blvd. Suite 200 Arlington, Texas 76011 N W 'X E S GRAPHIC SCALE 0 30 GO 1`20 I IN FEET 1 1 inch = 60 ft. �'aR4 L41vt: � f SOUMLAKE BL VD.. �. 17 Q o I � - �J 1 - j 41 NOTE: THE OW14ERS OF ALL CORNER LOTS SHALL MAINTAIN p[ _J Cc v SIGHT TRIANGLES IN ACCORDANCE WITH THE CITY CQ -CE Q:) *q SUBDIVISION ORDINANCE o NOTE SELLING A PORTION OF ANY LOT WITHIN THIS ADD111ON = ti BY METES AND BOUNDS IS A VIOLATION OF STATE LAW AND W t4J �O CITY ORDINANCE AND IS SUBJECT TO FINES AND WITHHOLDING OF U11LITIES AND BUILDING PERMITS, O J j NOTE: THE CITY OF SOUTHLAKE RESERVES THE RIGHT O TO REQUIRE MINIMUM FINISH FLOOR ELEVATIONS ON ANY LOT CONTAINED WITHIN THIS ADDITION THE MINIMUM ELEVATIONS SHOWN ARE BASED ON T6r MOST CURRENT 3 INFORMATION AVAILABLE AT THE TIME THE PLAT IS FILED AND MAY BE SUBJECT TO CHANGE. ADDITIONAL LOTS, OTHER THAN THOSE SHOWN,MAY ALSO BE SUBJECT TO MINIMUM FINISH FLOOR CRITERIA. r lLOT 1 DE 445 za n �c p`& 1 iR 4A3 I rR. 4A1 TR, 4E SLID PL&TE ROWS rX LP STATE OF TEXAS AgINFT B%N PSE. INC, VGL14221 GRUE14WAYPi9 STE7o0 COUNTY OF TARRANT G• AL 3119uw 500fttAKE at AGE a 1RVIK FX 75038-2464 SOUTrCW, FX 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 real property 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: BEGINNING at a point for the southwest corner of said Lot 6R2, Block 3, said point being in the intersection of the north right-of-woy line of F M. 1709 (Southlake Boulevard) ZWAV •a-" and the east right-of-way line of Pearson Lane, 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 Jordan 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 angle of 133. 17'21" with a radius of 50.00 feet and a long chord bearing N761 28'42"E o distance of 91.81 feet THENCE Northeasterly, along said curve an arc length of 116.32 feet, to a 1/2 inch iron pin found for cot ner; THENCE South 80 degrees 11 minutes 53 seconds East, a distance of 332 28 feet, to a 1/z inch iron pin found for the northeast corner of Lot 5R1; THENCE South 00 degrees 04 minutes 36 seconds West, a distance of 203.42 feet, to a t/2 inch iron pin found for the southeost corner of Lot 5R1 THENCE South 89 degrees 38 minutes 11 seconds West, a distance of 889,520 feet, to o 1/8 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 Southlake Boulevard; THENCE South 89 degrees 38 minutes 11 seconds West, o 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 designoting the hereinabove described property as Lots 7 thru 13, Block 3R, Cimmarron Acres Addition, on 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 plat does not alter or remove existing restrictions or covenants, if any, on the property. There are no existing liensn this property. Witness my hand this �'� day of f'.L��Il�ii 2005. 1-el STATE OF TEXAS Andg Wambsgonss - Moyor - 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 Wombsgonss, 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 xgre5sed, in the capacity therein stated, and as the act and deed of the City of Southlake. +r* GIVEN under my hand and seal of office on this the oy of A-t,"L , 20054 (��. 1/L ��.t��[."r 'j f r Notary Public in and for the State of Texas 1 r 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.F-T. OR 9.449 GROSS ACRES 407,950 SQ.FT. 0R 9,365 NET ACRES APPROVED BY THE PLANNING AND ZONING COMMISSION Date: r 5, 2.ev's- C ha i r man: /yl/!/ P&Z SecretarY APPROVED BY THE CITY COUNCIL Date: Px� 17, "°5 Mayor - City Secretory: : � THIS PLAT FILED IN CABINET A SLIDE # l05YI DATE ��t�- Z3, ZJO-�� PLAT REVISION LOT 7 THRU 13 BLOCK 3R CIMMARRON ACRES ADDITION" _C: l TO THE THE C I TY OF SOUTHLAKE , TARRANT COUNTY. TEXAS BEING A REVISION OF LOTS 5R1 THRU 5R5 LOTS 6RI AND 6R2, BLOCK 3 CIMMARRON ACRES ADDITION TO THE CITY OF SOUTHL�KE =� AS RECORDED IN CABINET A, SLIDE 3321 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 f 1 Cl VIL ENGINEER: DCG ENGINEERING, INC. 7668 KELLER PARKWAY, SUITE 700 KELLER, TEXAS 76 092 PH: (87 7) 874-2941 CON TA C T- DA VID C. GREGOR Y, P.E. LANDSCAPE ARCHI TEC T: A WR DESIGNS, LLC P.O. BOX 1746 ALEDO, TX 76008 PH: (512) 517- 5589 CONTACT- AMANDA DEVELOPER: CIVIL CONS I _R UCTION PLA NS FOR 1 HE CONS I R UCTION OF TOMMY'S �Xl'RESS CAR WASH RICHARDSON, P.L.A. CHRISTIANSON COMPANIES 4609 33RD A VENUE S, SUITE 400 FARGO, ND PH: (701) 499-3936 CONTACT- TANNER BRAND T L OCA TED A T 101 N. P.LA1?50NLAN-.k" 1HLAK�; I-kXA5SOI.I Amazon Locker SITE -SecundinoQ EKxun L ImTT I Signs in A Fiash i• sign shop a -,. 9 Tone Stiop Guitars `�' Musicsmre: NOT TO SCALE Southlake Pre -School Enrichmnt U-. IIDCG ENGINEERING MAY, 2024 SHEET NO. Cl C1.1 C3 C3. 1 C4 C5 C6.1 C6.2 C7 C8 C9 C10. 1 C10.2 T1 L 1.01 L1.02 L2.01 L 2.02 DESCRIPTION INDEX OF DRAWINGS Cl VIL SITE CIVIL GENERAL NOTES GENERAL NOTES -CITY OF SOU THLAKE SITE PLAN KE YN 0 TED SITE PLAN DIMENSION CONTROL PLAN GRADING PLAN EXISTING DRAINAGE AREA MAP PROPOSED DRAINAGE AREA MAP EROSION CONTROL PLAN UTILITY PLAN PAVING PLAN DETAILS CITY OF SOUTHLAKE DETAILS TREE REMOVAL PLAN LANDSCAPE ARCHITECT LANDSCAPE PLAN LANDSCAPE SPECI FI CA TIONS IRRIGATION PLAN IRRIGATION SPECI FI CA TIONS AND DETAILS AND DETAILS PRELIMINARY FOR REVIEW ONLY N rC r r P r Pr Engineer DAVID GREGORY P.E. No. 89296 Date 05/15/2024 GENERAL THESE PLANS AND SPECIFICATIONS ARE SUBJECT TO MODIFICATION DURING CONSTRUCTION WHEN CONDITIONS DEVELOP THAT WERE NOT APPARENT DURING THE DESIGN AND PREPARATION OF THESE PLANS. ALL MODIFICATIONS MUST BE APPROVED BY LOCAL JURISDICTION PRIOR TO CONSTRUCTION AND/OR IMPLEMENTATION. BEFORE COMMENCEMENT OF WORK, THE CONTRACTOR SHALL REVIEW ALL PLANS AND SPECIFICATIONS AND THE JOB SITE. THE CONTRACTOR SHALL NOTIFY THE OWNER AND THE ENGINEER WHO PREPARED THE PLANS OF ANY DISCREPANCIES THAT MAY REQUIRE MODIFICATION TO THESE PLANS OR OF ANY FIELD CONFLICTS. IN THE EVENT OF ANY DISCREPANCY BETWEEN ANY DRAWING AND THE FIGURES WRITTEN THEREON, THE FIGURES SHALL BE TAKEN AS CORRECT. SHOULD IT APPEAR THAT THE WORK TO BE DONE OR ANY MATTER RELATIVE THERETO IS NOT SUFFICIENTLY DETAILED OR EXPLAINED ON THESE PLANS, THE CONTRACTOR SHALL CONTACT THE ENGINEER FOR SUCH FURTHER EXPLANATIONS AS MAY BE NECESSARY. CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY, AND HOLD THE OWNER AND DESIGN PROFESSIONAL HARMLESS OF ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, ACCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR DESIGN PROFESSIONAL. CONTRACTOR SHALL OBTAIN NECESSARY PERMITS PRIOR TO COMMENCING CONSTRUCTION INVOLVING RIGHT—OF—WAYS, AND FOR THE CONSTRUCTION, MODIFICATION, OR CONNECTION TO FACILITIES. ALL WORKMANSHIP EQUIPMENT AND MATERIALS SHALL CONFIRM TO LOCAL JURISDICTION STANDARDS AND SPECIFICATIONS. TRAFFIC CONTROL SHALL BE PROVIDED IN ACCORDANCE WITH LOCAL JURISDICTION. THE CONTRACTOR SHALL PROVIDE ALL LIGHTS, SIGNS, BARRICADES, FLAG MEN, OR OTHER DEVICES NECESSARY TO PROVIDE FOR PUBLIC SAFETY. WHERE SOIL OR GEOLOGIC CONDITIONS ENCOUNTERED IN GRADING OPERATIONS ARE DIFFERENT FROM THOSE ANTICIPATED IN THE SOIL AND GEOLOGICAL INVESTIGATION REPORT, OR WHERE CONDITIONS WARRANT CHANGES TO THE RECOMMENDATIONS CONTAINED THEREIN, A REVISED SOIL OR GEOLOGIC REPORT SHALL BE SUBMITTED FOR APPROVAL AND SHALL BE ACCOMPANIED BY AN ENGINEER'S OPINION AS TO THE SAFETY OF THE SITE FROM THE POSSIBILITY OF LAND SLIPPAGE, SETTLEMENT AND SEISMIC ACTIVITY. SITE CIVIL GENERAL NOTES THE FORMS FOR CONCRETE SIDEWALKS, CURBS, GUTTERS, AND DRIVEWAYS THAT ARE TO BE CONSTRUCTED TO CONFORM TO EXISTING ROADS SHALL BE INSTALLED TO THE GRADES SHOWN ON THESE PLANS. PRIOR TO PLACING CONCRETE, THE FORMS SHALL BE INSPECTED AND APPROVED BY LOCAL JURISDICTION FOR CONFORMANCE TO EXISTING ROAD IMPROVEMENTS. GRADES OF NEW IMPROVEMENTS ARE SUBJECT TO FIELD ADJUSTMENT TO FIT CONDITIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MATCHING EXISTING FACILITIES TO AVOID ANY ABRUPT OR APPARENT CHANGES IN GRADES OR CROSS SLOPES, LOW SPOTS, OR HAZARDOUS CONDITIONS. ALL GRADING, BACKFILLING, EXCAVATION, ETC., SHALL BE IN ACCORDANCE WITH THE RECOMMENDATIONS SET FORTH IN THE GEOTECHNICAL INVESTIGATION REPORTS. REFER TO THESE REPORTS FOR ADDITIONAL INFORMATION NOT TRANSFERRED TO THESE PLANS. ALL GRADING, EROSION, AND SEDIMENT CONTROL AND RELATED WORK UNDERTAKEN ON THIS SITE SHALL BE IN ACCORDANCE WITH LOCAL JURISDICTION. THE CONTRACTOR SHALL NOT DISTURB ANY PERMANENT SURVEY POINTS WITHOUT THE CONSENT OF LOCAL JURISDICTION. ANY POINTS DESTROYED SHALL BE REPLACED BY A LICENSED SURVEYOR AT THE CONTRACTOR'S EXPENSE. WHERE UNSTABLE OR UNSUITABLE MATERIALS ARE ENCOUNTERED DURING SUBGRADE PREPARATION, THE AREA IN QUESTION SHALL BE OVER EXCAVATED AND REPLACED BY SELECT BACKFILL MATERIAL AS DIRECTED IN THE FIELD BY THE ENGINEER. THE OWNER WILL, AT HIS SOLE EXPENSE, MAKE TESTS OVER THE SOIL ON WHICH THE ROAD SURFACING AND BASE IS TO BE CONSTRUCTED AND FURNISH THE TEST REPORTS TO THE PROJECT ENGINEER FOR USE IN DETERMINING THE STRUCTURAL DESIGN OF THE ROADBED. A REPRESENTATIVE OF THE SOILS ENGINEER (PSI) SHALL BE ON THE SITE DURING GRADING OPERATIONS AND SHALL OBSERVE THE GRADING AND IDENTIFY ANY CONDITIONS THAT SHOULD BE CORRECTED AND RECOMMEND CORRECTIVE MEASURES TO THE CONTRACTOR. GRADING AT THE BOUNDARIES SHALL BE DONE SO AS NOT TO OBSTRUCT THE RUNOFF OF STORM WATERS FROM ADJACENT PROPERTIES. UTILITIES ALL TRENCH EXCAVATION AND BACKFILL SHALL BE IN ACCORDANCE WITH TRENCH BACKFILL DETAIL, SHOWN ON THESE PLANS. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANY AND ALL DAMAGE TO EXISTING STRUCTURES AND/OR UTILITIES DURING CONSTRUCTION, PROPER REPAIR SHALL BE DONE TO THE SATISFACTION OF THE APPROPRIATE UTILITY COMPANY. THE CONTRACTOR SHALL NOTIFY ALL UTILITIES COMPANIES 48 HOURS PRIOR TO ANY EXCAVATION SO THAT THEIR LINES CAN BE MARKED. THE CONTRACTOR SHALL COORDINATE THE WORK TO AVOID CONFLICTS BETWEEN SEWERS, STORM DRAINS, AND WATER MAINS. TEMPORARY REPAIRS TO ALL TRENCHES WITHIN THE TRAVELED WAY ON EXISTING ROADS SHALL BE MADE WITHIN TWENTY—FOUR (24) HOURS OF TRENCH OPENING. MINIMUM TEMPORARY REPAIRS SHALL CONSIST OF BACKFILLING AND COMPACTING 6" OF AGGREGATE BASE AND 1 " OF TEMPORARY ASPHALTIC SURFACING. MINIMUM COVER FOR CONDUITS SHALL BE 36" UNLESS OTHERWISE SHOWN OR NOTED ON THESE PLANS. EXISTING UNDERGROUND FACILITIES AS SHOWN ARE APPROXIMATE ONLY AND WERE OBTAINED FROM AVAILABLE UTILITY RECORDS. HOWEVER, THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THEIR ACCURACY OR COMPLETENESS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CONTACT ALL LOCAL UTILITIES AND TO HAVE ALL FACILITIES LOCATED AND EXPOSED TO VERIFY THE CLEARANCE OF NEW PIPE LINE CROSSINGS BEFORE CONSTRUCTION OF NEW PIPE LINES COMMENCES. ANY RELOCATION OF PUBLIC UTILITIES SHALL BE DONE IN ACCORDANCE WITH ANY AND ALL REQUIREMENTS OF THE UTILITY COMPANY AND WITH REGARD TO THE REQUIRED FEES, BONDS, PERMITS, WORKING CONDITIONS, ETC. OF SAID COMPANY. ABANDONED UNDERGROUND STRUCTURES ENCOUNTERED SHALL BE REMOVED TO SUFFICIENT DEPTH TO ALLOW UNDERGROUND LINES TO CROSS. PRIOR TO FINAL PREPARATION OF THE SUBGRADE AND PLACEMENT OF BASE MATERIAL , ALL UNDERGROUND UTILITY MAINS SHALL BE INSTALLED AND SERVICE CONNECTIONS STUBBED OUT BEYOND CURB LINE. SERVICES FROM PUBLIC UTILITIES AND SANITARY SEWERS SHALL BE MADE IN A MANNER AS WILL MINIMIZE THE DISTURBANCE OF STREET. IN THE EVENT THAT DETAILS ARE MISSING, CONTRACTOR SHALL REFERENCE THE CITY DETAILS. IF APPROPRIATE DETAIL IS NOT AVAILABLE FROM THE CITY, IT SHALL CONFORM TO THE LATEST EDITION OF THE NORTH CENTRAL TEXAS COUNCIL OF GOVERNMENTS (NCTCOG) STANDARD SPECIFICATIONS FOR PUBLIC WORKS. EROSION CONTROL THE EROSION CONTROL MEASURES ARE TO BE IN PLACE PRIOR TO ANY EARTHWORK. ALL EROSION CONTROL MEASURES SHALL BE MAINTAINED UNTIL DISTURBED AREAS ARE STABILIZED. ALL EROSION CONTROL FACILITIES SHALL BE INSPECTED AND REPAIRED AT THE END OF EACH WORKING DAY. ALL PAVED AREAS SHALL BE KEPT CLEAR OF EARTH MATERIALS AND DEBRIS. THE SITE SHALL BE MAINTAINED SO AS TO MINIMIZE SEDIMENT —LADEN RUNOFF TO ANY STORM DRAIN SYSTEM. VEGETATED SLOPES SHALL BE REPAIRED AS SOON AS POSSIBLE AFTER DAMAGED. BORROW AREAS AND TEMPORARY STOCKPILES SHALL BE PROTECTED WITH APPROPRIATE EROSION CONTROL MEASURES. ALL CUT AND FILL SLOPES SHALL BE PROTECTED TO PREVENT OVER BANK FLOW. INLETS WHICH ARE NOT USED IN CONJUNCTION WITH A SEDIMENT TRAP SHALL BE BLOCKED OR PROTECTED AS NECESSARY TO PREVENT SEDIMENT —LADEN RUNOFF FROM ENTERING UNLESS THE AREA DRAINED IS UNDISTURBED OR STABILIZED. A STABILIZED CONSTRUCTION ENTRANCE SHALL BE PROVIDED AT THE POINT OF EGRESS FROM THE SITE. THE CONSTRUCTION ENTRANCE SHALL BE COMPOSED OF COURSE DRAIN ROCK (2 TO 3 INCH DIAMETER) IN A PAD AT LEAST 8 INCHES THICK BY THE WIDTH OF THE ROADWAY AND SHALL BE MAINTAINED UNTIL THE ROADWAY IS PAVED. WHEN NO LONGER NECESSARY AND PRIOR TO FINAL ACCEPTANCE, SEDIMENT BASINS SHALL BE REMOVED OR OTHERWISE DEACTIVATED. HYDROSEED ALL CUT AND FILL SLOPES AND AREAS WHERE VEGETATION HAS BEEN REMOVED OR DISTURBED DUE TO CONSTRUCTION ACTIVITIES. HYDROSEED SHALL BE A SLURRY MIXTURE OF WATER, SEED, FERTILIZER, MULCH AND ORGANIC BINDER BROADCAST HYDRAULICALLY. EROSION CONTROL SUBJECT TO LOCAL AND STATE REGULATIONS AND DETAILS. U U 0 ti � N C)ILL o N ti — 00 � z �CN L �ti� c6 M M N L W ti U Y 00 -0 0 LL 00 0 cfl co •• Ni PRELIMINARY W FOR REVIEW ONLY o Not for Construction or Permit Purposes 0 0 Engineer DAVID C. GREGORY z m P.E. No. 89296 Date 05/16/2024 O A 0 0 0 A 0 0 0 A Ec: CHRISTIANSON C O M P A N I E S TOMMYS EXPRESS CAR WASH 101 N. PEARSON LANE SOUTHLAKE, TEXAS CAR WASH SITE CIVIL GENERAL NOTES ZA23-0073 PLOT DATE: ITY OF CITY OF ITY OF SOUTHLAKE 9 SOUTHLAKE 9 SOUTHLAKE TEXAS TEXAS TEXAS PUBLIC WORKS DEPARTMENT 8. Adequate measures shall be taken to prevent erosion. In the event that significant erosion GENERAL NOTES - WATER IMPROVEMENTS occurs as a result of construction the Contractor shall restore the eroded area to original GENERAL NOTES condition or better. 9. The Contractor shall restore all areas disturbed by construction to original condition or 1. All 1" and 2" water meters will be installed by City personnel. better. Restored areas include, but are not limited to trench backfill, side slopes, fences, 2. Fire hydrants shall be located outside of sidewalk if walk intended. 1. All construction shall be in strict accordance with the standards of the City of Southlake culvert pipes, drainage ditches, driveways, private yards and roadways. 3. All water lines shall be PVC pipe conforming to AWWA standard C-900 SDR-18 and governed by the North Central Texas Council of Government's Standard Specifications 10. Any changes needed after construction plans have been released, shall be approved by the minimum, with NSF seal, pressure tested and disinfected in accordance with NCTCOG for Public Works Construction latest edition. City Engineer. These changes must be received in writing from the from the design STD. SPECS. Water mains to have a minimum of 42" cover to the top of pipe. Service 2. All materials and workmanship shall conform to the City of Southlake standards where engineer. The Director of Public Works shall approve any deviations from state line connectors shall be compression -type with stainless steel tube liners. they differ from NCTCOG standards. regulations. 4. All water lines not under pavement to be encased in sand and backfill shall be select 3. The Texas Department of Transportation (TxDOT) must approve any work to be done in 11. The contractor shall provide "red lined" marked prints to the Engineer prior to final material compacted to 95% standard proctor density. Pipe including services under the state highway right-of-way. An application and appropriate plans must be submitted inspection indicating all construction which deviated from the plans or was constructed in public pavement requires cement treated sand backfill. directly to TxDOT for review. addition to that indicated on the plans. 5. Water services should be located 10' upstream of the sanitary sewer services. Each 4. A permit is required to cut a city street or work within the right-of-way. The permit is 12. The contractor must field verify existing service locations prior to installing new services. location is to be stamped on the curb with 2" high letter "W". issued by the Public Works Department. When installing a new water line, all existing services must be connected to the new line. 6. All services to the meter to be minimum 1" SDR-9 class 200 polyethylene. 5. The location of underground facilities indicated on the plans is taken from public records. 13. The contractor shall keep records for Record Drawings and shall submit markups to the 7. Water meter boxes will be furnished and installed after paving activities have been It is the contractor's responsibility to make arrangements with the owners of such city inspector prior to scheduling a final walkthrough inspection. completed. underground facilities prior to working in the area to confirm their exact location and to 8. Curb stops should be tested for leakage and full flow when system is pressure tested. � p g 14. Prior to construction, apre-construction meeting shall be held with representatives from p g y determine whether any additional facilities other than those shown on the plans may be all contractors, the engineer and the City of Southlake. 9. All fire hydrant assemblies (Mueller, M&H, or Waterous only) to be equipped with a 6" present. The contractor shall preserve and protect all underground facilities. If existing 15. All construction must adhere to the Tree Preservation Ordinance. gate valve and box. Hydrants shall be installed with a factory based prime coat only. underground utilities are damaged, the contractor will be responsible for the cost of Hydrants will be painted by the City. repairing the utility. 10. Any water valves located within pavement areas shall be adjusted to final grade by the paving Contractor. The paving Contractor shall construct a typical concrete block out per UNDERGROUND FACILITY OWNER TELEPHONE NUMBER detail on sheet. Above Net Fiber (214) 869-8352 11. Fire hydrants shall be equipped with 4-1/2" X 5" Storz adapter connection with butterfly AT&T (214) 745-2964 vanes. AT&T Texas (call DIGTESS) (800) 344-8377 12. When a water line is bored, the casing shall be capped and valves added on either side. Atmos Energy (817) 359-1313 13. All fittings and bends shall have Mega Lug retainer glands. Charter Communications (817) 822-8745 14. For valves (Mueller, M&H, or Waterous only) installed 4' and deeper, extension with City of Southlake (817) 748-8082 center ring 2' or less is required. DIGTESS (Line Locates) (800) 344-8377 15. Tapping Saddles must be all stainless steel. Level (3) Communications (877) 366-8344 Oncor Electric Delivery (817) 215-6688 One Source Communications (817) 692-6042 TRI County Electric (817) 431-1541 Verizon Engineering (972) 578-3354 6. Where existing utilities or service lines are cut, broken or damaged, the Contractor shall replace or repair the utilities or service lines with the same type of original material and construction, or better, unless otherwise shown or noted on the plans, at his own cost and expense. The Contractor shall immediately notify the Engineer at once of any conflicts in grades and alignment. 7. All excavations, trenching and shoring operations shall comply with the requirements of the U. S. Department of Labor, OSHA, "Const. Safety and Health Regulations.", Vol. 29, Subpart P. pg. 128 - 137, and any amendments thereto. Last updated: 8/2019 Last updated: 8/2019 Last updated: 8/2019 Q1ITY OF CITY C) ITY OF SOUTHLAKE SOUTHLAKE 91 SOUTHLAKE TEXAS TEXAS TEXAS GENERAL NOTES - PAVING IMPROVEMENTS GENERAL NOTES - SANITARY SEWER IMPROVEMENTS GENERAL NOTES - STORM DRAINAGE IMPROVEMENTS 1. Sanitary sewer PVC pipe shall be SDR 35 if depth of line is 10' or less and SDR 26 if 1. All fill shall be compacted to a density of at least ninety-five (95%) percent standard depth of line is greater than 10'. proctor as per ASTM D 698 at or above optimum moisture content. Lifts shall be as 1. All storm sewer and culvert pipe and fittings shall be ASTM C76, Class III reinforced 2. Pipe not under pavement shall be bedded in class 11, or better, material as defined in specified per the soils lab recommendation and as approved by the City. All fill shall be concrete pipe (RCP), installed with compressive type joints. ASTM D-2321, and placed as directed therein. Backfill shall be select material tested as installed and certified by an approved soils laboratory 2. After completion of all storm sewer installation, the contractor shall perform a television compacted to 95% standard proctor density. Pipe, including services under public inspection and provide a videotape to the Public Works Department. 2. All streets, unless alternative design is submitted by lab, designed by the triaxial method pavement requires cement treated sand backfill. as specified in Texas Highway Department requirements and approved by the City of 3. Install a benchmark on a drainage structure within or near the site. A letter including the 3. After completion of all testing (i.e. mandrel & air) Contractor shall perform a Television Southlake, shall be constructed on a minimum of (6") inches of stabilized subgrade (lime location and elevation of the benchmark must be submitted to Public Works prior to the inspection and provide videotape to the Public Works Department. Deflection testing or cement) as soil tests indicate. Compaction shall be ninety-five (95%) percent density final acceptance of the project. shall be performed as specified in special conditions. as per AASHTO designation T180. Density tests shall be taken every 1,000 square yards 4. Storm sewer pipes larger than 36" must be wiped with non -shrink grout after inspection 4. A 2" high letter "S" shall be stamped on the curb to mark the location of the sewer or less, as required by City Inspector. and approval. services. The service should be located in the center of each lot. 3. The sub -grade shall be proof rolled and observed by the construction inspector prior to 5. One joint of 150-psi pressure rated pipe shall be installed under all proposed water pipe and after sub -grade stabilization. crossings. 4. Curb and gutter shall consist of steel reinforced concrete and shall be six (6") inches high 6. Contractor to place a 3/4" plywood false bottom in all sanitary sewer manholes before and thirty (30") inches wide. paving Contractor begins work. 5. The parkways and streets shall be rough cut to a plus or minus one -tenth (0. l') feet of 7. Rim elevations of the proposed sanitary sewer manholes in streets are to be constructed their respective final grades. 18" below final finished grades by utility contractor and adjusted by paving Contractor to 6. Construction of wheel chair ramps will be the responsibility of the paving Contractor at finished grade at time of paving. Each shall have a typical concrete block -out the time of public improvements. constructed per standard detail. 7. Individual water and sewer services and water valves shall have a suitable marker ("W" 8. All trenches shall be compaction tested at the rate of one test per 300 L.F. of trench per for water, "S" for sanitary sewer and "V" for valves) stamped on the face of the curb, or lift. Lifts shall be no greater than 12" loose. Tests shall be staggered so that tests of if no curb is constructed, on the top of the pavement. The marks shall be a minimum of adjacent lifts are not directly over the previous lift. If the distance between manholes two (2") inches in height and width. Water services shall be located 10' upstream from exceeds 300 L.F., a minimum of 2 tests per lift shall be taken. The testing lab shall the sanitary sewer service, with the sewer service at the center of the front of the lot. provide the location of all results on a plan and profile sheet prior to trench acceptance. The 8. The Contractor shall proceed with paving no more than seventy-two (72) hours after paving contractor shall not begin work until the City of Southlake has approved all trench density / moisture tests have been taken and passed by a regular testing firm. Copies of the work. test results test results shall be furnished to the City. In the event paving operations have 9. All manholes shall be vacuumed tested. not commenced within the seventy-two-(72) hour limit, a retest shall be required at the 10. Any tie-in to an existing manhole must be cored. (No breakouts allowed) Core shall be 2" Contractor's expense. larger than pipe size 9. Manhole rim elevations, clean -outs, valve boxes, fire hydrants, etc. shall be adjusted to 11. Only ridged saddles approved. (No rubber saddles). finished grade by the paving contractor at the time of paving. 12. Filter fabric to be installed over chat rock. 10. The paving contractor shall be responsible for all "Permanent Survey Reference 13. Manhole must be raised 1/4 inch per foot behind curb. Monuments" as described in the subdivision ordinance including concrete monuments at 14. No Flat tops unless otherwise approved by the City Engineer. all boundary corners. 15. Inflow lines over 16" off the floor must have internal drop with Reliner and stainless -steel 11. The paving contractor shall install a blue reflector in the street centerline at the location straps. of each fire hydrant. 16. Invert is to be reworked, when tying to existing manholes. 17. Outfall manhole and the 2 downstream manholes must be sprayed with Raven Liner. (Minimum 125 mil thick) 18. 3" butyl rubber must be used under ring the first riser ring. 19. 3/8" butyl rubber must be used between Lad -tech riser rings. 20. Cretex is approved equal and must have sealant between riser rings. 21. Lad -tech and Cretex are the only approved materials for grade adjustment. 22. 45-degree bends to be used at the bottom of an internal drop to direct flow downstream. 23. All internal drops must be one size larger than pipe diameter coming in. 24. Only non -shrink grout to be used for minor patching inside manholes. Last updated: 8/2019 Last updated: 8/2019 Last updated: 8/2019 U U 4 It I` CA ti T1_ Nt CV L.L C:) C:) N_ C:) L N ti - C/) 00 00 z CV L L M CAI L W i ti U Y�� Y 0 00 00 (D C9 Ni PRELIMINARY W FOR REVIEW ONLY o Not for Construction or Permit Purposes 0 O Engineer DAVID C. GREGORY z M P.E. No. 89296 Date 05/16/2024 p C CHRISTIANSON C O M P A N I E S TOMMYS EXPRESS CAR WASH 101 N. PEARSON LANE SOUTHLAKE, TEXAS CAR WASH CITY GENERAL NOTES ZA23-0073 PLOT DATE: SLEEVE FOR CANE BOLT. CONC. FOOTING CONST. JOINTS @ 10'-0" 0. C. �r 6" THICK PCC SLAB W/ 6"X 6"-1 AX1.4 W.W.F. ON 6" GRAVEL BASE. 6" DIAMETER GUARD POST 8' MASONRY SCREEN WALL TO MATCH PRINCIPAL BUILDING 18 GA. PAINTED METAL GATE (BOX RIB) #4xCONT. E.W. @ 4'-0" O.C. 0 20'-0" DUMPSTER ENCLOSURE DETAIL 6" C.F. 9'-4" O 8' MASONRY COLUMNS (TYP.) PERIMETER FENCING ELEVATION 8' MASONRY PANELS (TYP.) 0 co I I A� sow CROSSING iFA KELLER PARKWAY r'M GRAY LANE Q JORDAN DRIVE W. SOUTHLAKE BLVD. LOCATION MAP I . . i I I OWNER: I OWNER: I OWNER: ° I ° I CITY OF SOUTHLAKE CITY OF SOUTHLAKE CITY OF SOUTHLAKE I I I � CIMMARRON ACRES ADDITION CIMMARRON ACRES ADDITION CIMMARRON ACRES ADDITION w 1 ' °I BLK. 3R, LOT 12 I BLK. 3R, LOT 11 I BLK. 3R, LOT 10 ZONED: SF1-A I ZONED: SE1-A ZONED: SE1-A V. I L.U.D.=LOW DENSITY RESIDENTIAL L.U.D.=PUBLIC/SEMI-PUBLIC L.U.D.=PUBL1/SEMI-PUBLIC V) w I o I o I I En J� I I 0 I — --I � � — -- --S —S —S —S --S a"—S --S --S — 1S U.E. — �� vas S Is s s S I _ -- -- I/ I W PROP. SCREENING WALL 1/2" IRsc _ _ _ _ _ "IRFC --� --- - - - -- -- -N8 •301 �E - �.87w-- y - A- - --^ -- � - • - u-■ u --w-- -- -- -- -- — °. twl -w--w--w w w W12"^W^ w w —�u— �nr T w w W w w w w w Wa w 'mow '—w w w w w w W— _ wV ipESCAP° d \LIj R LANES — � 20' U.E. r / DRIVE 10 '• I \ CONCRETE PAUEMENr y I e c o u w �p I 13 a \ d ° " w/ w P _ _ I I ' I \\\\\ \\\\\\ rI ° d A. r 13 �' I 24 FIRELANE •° d . I I I N CON C W OWNER: �I Q co — a� d OWNER: 7-ELEVEN, INC Ijj/ I I LOT 6R2 I � 0Fi * Q z �� — " a. '� CITY OF SOUTHLAKE BROOKS SUBDIVISION AN ADDITION w I U w — N CIMMARRON ACRES ADDITION ti o - Uj d .' . TO THE CITY OF KELLER/' I I 101.308 Sq. Feet I w \ \ w 'v d /�� I I I 1 I ; 2.33 Acres ; I \ m \ �W� I I BLK. 3, LOT 5R6 �� a \ �, �° BLK. 1, LOT A ZONED: CS ZONED: RETAIL ��/� I O F� RETAIL % I \ �'� �'_ I ; ' I/ / I I I CENTER �� L.U.D.-PUBLIC/SEMI-PUBLIC L.U.D.-RETAIL �//�'� �J N W I 6,909 S.F. Z— I a V jio'� / (CONCEPTUAL) \ o' �. 0 ! b ° ,,,• � N W J WI62. o — — \\ LI d 35 D. E. J M \ \ \ I -I w E I //0/ 05 <A , Li 50' B.L. \ —I . ° !L °/� \`S� _ 12752', �9�— J\�� °d \ � �- PP� rA d °, A. > I 12 I CONCRETE PAVEMENT I D'R1VE 2 I /I IV / 5/8' IRFC° �+ c /—----------- TN#=6�1�----�--- U.E.------------F--_ °d — — — — — — — — — — REST' — —H— — EXISTING 10' U.E. � — � ° ° NEAREST F.H. - w--w--w--W--w --w --w w--w P wv w--w--w--w--w--w - --w--w--w--w---w--w--v -w- w--'w-. -- -- -- - / E ESE E E E E E E E E E E E E E E E E E E E E E•�i E E E -- E E E E E GTW� PP 1/2" IRsc S89°30'29"W 354.85' cTwd °° ay+SE� "x" PP t MWM 1V a %� 0 W©-w--w--w--w--w--w--w-- -w--w"-w--w--w--w-- -ww-w--w--w--w--w1=w--.w•-.=- w-- w - -w - -w ° 4x 20" WA METER — — — — _ _ ° /d d °-'=°_ —.-� O ° d — Q' ° � !A ° '' d ° ° ' FM 170E ° d ° 1.. °�. ° . d . ° d N °° d d ° WEST SOUTHLAKE BLVD �J° d ° d ° a d a a /-I ° ° e . ° LU a (134' TXDOT R.O.W.) °. 1 ° °. a d ° d a 1° d ° a' v — — — — — — — — — — — — — — — — — — — — — — — — LU— — — — — — — — — —— — — — — — OWNER: OWNER: LENNA, LLC BSR REAL ESTATE, LLC J.G. ALLEN #18 ADDITION I J.G. AEEEN #18 ADDITION LOT 5 I LOT 14 ZONED: C2 ZONED: SP1 L.U.D.=RETAIL COMMERCIAL L.U.D.=PUBLIC/SEMI-PUBLIC U z O J J w 10 0 15 30 45 60 GRAPHIC SCALE IN FEET SCALE: 1 "=30' �yirs��i�irrr� LOT AREA (Gross) 101,494 SE- 2.55 AC LOT AREA (Net) 101,494 SE- 2.55 AC NO. OF PROP. LOTS 2 BUILDING HEIGHT 1 STORIES 28'-0" BUILDING/FLOOR AREA(Gross) 5,243 SF BUILDING/FLOOR AREA (NET) 5,243 SF FLOOR AREA RATIO 0.05 OPEN SPACE AREA 14, 935.8 SF,' 40. 7% OUTSIDE STORAGE AREA 0% IMPERVIOUS COVERAGE 21,744,2 SF,• 59.3% EXISTING & PROP. ZONING C-2 TO C-2 (SP-2) EXISTING USE VACANT PROPOSED USAGE CAR WASH REQUIRED PARKING 6 PS for Self Service Car Wash PROVIDED PARKING 22 STANDARD SPACES 1 ACCESSIBLE SPACES 23 TOTAL SPACES REQUIRED QUEUE SPACES 3 PROVIDED QUEUE SPACES 23 PRE TUNNEL AREA OF OUTDOOR STORAGE 0 SF (0%) START OF CONSTRUCTION MARCH 2O24 END OF CONSTRUCTION SEPTEMBER 2024 GENERAL NOTES.- 1, ALL PARKING SPACES ARE 9'X18' 2, PARKING LOT LIGHTS SHALL BE BRONZE SQUARE POLES, WITH BRONZE BASE CAPS AND BRONZE SQUARE LAMPS. J. 8' TALL MASONRY WALL WITH 2' WIDE STONE COLUMNS EVERY 9 FOOT CENTERS. FENCE WILL BE MASONRY FENCE BETWEEN COLUMNS TO MATCH THE EXISTING DEVELOPMENT TO THE SOUTH. COLUMNS WILL BE A MIXTURE OF AUSTIN CHALK STONE AND BRICK TO COMPLIMENT THE BUILDING ARCHITECTURE. 4. SEE LANDSCAPE PLAN FOR BUFFER YARDS AND PLANTINGS. 5. ALL PROPOSED LIGHTING WILL COMPLY WITH CITY OF SOUTHLAKE LIGHTING ORDINANCE NO. 693. 6. 24' FIRE LANE WITH MARKINGS AS FOLLOWS: 6" RED STRIPE WITH 4" WHITE LETTERS WORDING "NO PARKING FIRE LANE" REPEATING EVERY 24' AND SHALL BE VERTICAL WHERE CURB IS A VAILABLE. VARIANCE REQUESTS: 1. RELIEF FROM TREE PRESERVATION AS ALL TREES ARE IN DRIVE LANES, PARKING, AND/OR BUILDING. 2, LOCATION OF TRASH DUMPSTER IS 23' FROM PROPERTY LINE. J. SIDEWALK ALONG PEARSON LANE. REQUEST TO ESCROW MONEY SO COMPREHENSIVE PLAN CAN BE WORKED OUT FOR LOCATION GIVEN ROAD IS NARROW WITH NO CURBS AND BARROW DITCHES 4. ALTERNATE PLANTING MATERIALS IN NORTH SETBACK DUE TO CITY WATERLINE IN SETBACK AREA 5. LANDSCAPE SETBACK ON EAST SIDE DUE PROPERTY LINE BEING LOCATED ALONG THE EAST SIDE OF THE EXISTING CITY DRIVE FOR WATER TOWERS. DEDICATED 5 FEET ON WEST SIDE OF DRIVE TO MEET THE SPIRIT OF THE REQUIREMENT. SITE PLAN PA CKA GC FOR TOMM YS EXPRESS CA R WA SH LOCATED IN THE JESSE C. A L L EN SUR AE Y, LOT JR, BLOCK I3 CIMMARRON ADDITION CITY OF SOUTHLAKE TARRANT COUNTY, TEXAS DOC. #D20606I276 D.R.TC.T SITE PLAN CITY OF SOUTHLAKE APPRO VED SHEET OF APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONDLICT WITH ANY CODES OR ORDINANCES DEPARTMENT OF DEVELOPMENT SERVICES APPROVED PLANNER DA TE SITE PLAN ZA23- 0073 FOR TOMM YS CAR WASH 101 N. PEARSON LANE OWNER: PEARSON 1709, L TD. 7995 LBJ FREEWAY SUITE #250 DALLAS, TEXAS 75251 817-992-5385 APPLICANT.' CHRISTIANSON COMPANIES 4609 33RD A VENUE S, SUITE 400 FARGO, ND 701-499-3936 ENGINEER: DCG ENGINEERING, INC. DA VID GREGOR Y, P.E. 817-874-2941 V Z N � ' 11 CD O � L � N ti CO 00 •z CU r N � L LU i ti Y�� U Y 0 00 00 co co •• LU 1 PRELIMINARY FOR REVIEW ONLY o Not for Construction or Permit Purposes 0 0 Engineer DAVID C. GREGORY z P.E. No. 89296 Date 11/27/2023 O 0 0 0 0 0 0 c4m=: CHRISTIANSON C O M P A N I E S TOMMYS EXPRESS CAR WASH 101 N. PEARSON LANE SOUTHLAKE, TEXAS CAR WASH SITE PLAN SITE PLAN SCALE 1 it = 30' ZA23-0073 PLOT DATE: 0 0 15 30 45 60 GRAPHIC SCALE IN FEET SCALE: 1 "=30' OWNER: 7ELEVEN, INC BROOKS SUBDIVISION AN ADDITION TO THE CITY OF KELLER B\. 1, LOT A ZONED: RETAIL L.U.D.=RETAIL SITE PLAN �j//ILj \ m OWNER: OWNER: I OWNER: CITY OF SOUTHLAKE CITY OF SOUTHLAKE CITY OF SOUTHLAKE CIMMARRON ACRES ADDITION CIMMARRON ACRES ADDITION CIMMARRON ACRES ADDITION BLK, 3R, LOT 12 I BLK. 3R, LOT 11 I BLK, 3R, LOT 10 ZONED: SF1A I ZONED: SF1A I ZONED: SF1A L.U.D.-LOW DENSITY RESIDENTIAL L.U.D.=PUBLIC/SEMI-PUBLIC I L.U.D.PUBL1/SEMI-PUBLIC CD I ILl 15' J.E. — ROP. SCREENING WALL 38 � N89°30'17"E �.87� of 7 '� 17 j DRIVE 1 00 1 2 'U I I7 4 20 o 8 10 ii�;l I I L o LI CD 35' D.E. - rt LOT 6R2 101,308 Sq. Feet 2.33 Acres S89'30'29"W FM 1709 WEST SOUTHLAKE BLVD (134' TXDOT R.O.W.) OWNER: LENNA, LTC J.G. ALLEN #18 ADDITION LOT 5 ZONED: C2 L.U.D.=RETAIL COMMERCIAL LA it (TYP) e \ U— \ I I I I I I I 14 10 Cf) or- (D O� <o III _ z O J \ = N ,o) ; 5 Lj �I 00 Q I� (TYP) �'� w U = V Q_ A U G �` `'�q� 0) N z — of O �_ o' o 3 \ 0- 20 - - o ^El 9 \\ 9 L —o 4 I \� 4 5 5 9 2 50' B.L. \ \ �I 5 o 0 \ RIV 2 I /I II �' U.E. — — — — — — — — — — — — EXISTING 10'— U.E. �I 354.85' l II OWNER: BSR REAL ESTATE, LLC J.G. ALLEN #18 ADDITION LOT 14 ZONED: SP1 L.U.D.-PUBLIC/SEMI- PUBLIC OWNER: CITY OF SOUTHLAKE CIMMARRON ACRES ADDITION BLK. 3, LOT 5R6 ZONED: CS L.U.D.-PUBLIC/SEMI-PUBLIC SITE PLAN NOTES 1. PRIOR TO STARTING CONSTRUCTION THE CONTRACTOR SHALL BE RESPONSIBLE TO MAKE SURE THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTION OR FABRICATION SHALL BEGIN UNTIL THE CONTRACTOR HAS RECEIVED AND THOROUGHLY REVIEWED ALL PLANS AND OTHER DOCUMENTS APPROVED BY ALL OF THE FERMI TTINC AUTHORITIES. 2. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THESE ~ PLANS, SPECIFICATIONS AND THE REQUIREMENTS AND STANDARDS OF N THE LOCAL CO VERNINC AUTHORITY. THE SOILS REPORT AND ' RECOMMENDATIONS SET FORTH THEREIN ARE A PART OF THE REQUIRED 0O CONSTRUCTION DOCUMENTS AND TAKE PRECEDENCE UNLESS CD 0 SPECIFICALLY NOTED OTHERWISE ON THE PLANS. THE CONTRACTOR N SHALL NOTIFY THE CONSTRUCTION MANAGER OF ANY DISCREPANCY ti BETWEEN SOILS REPORT & PLANS ETC... — U) 00oo z J. DEMOLITION/SITE CLEARING: SEE CIVIL DWC's AND CEOTECHICNAL REPORT FOR EXTENT OF SITE DEMOLITION. THIS WORK SHALL INCLUDE ti REMOVAL OF ALL EXISTING PAVEMENTS, CURBS (U.O.N.), LIGHT POLES X I (INCLUDING FTG'S.), VEGETATION (INCLUDING STUMPS), UTILITIES (NOT d� OTHERWISE REUSED), ETC. AS REQUIRED FOR NEW CONSTRUCTION. M L N 4. SITE GRADING SHALL BE PERFORMED IN ACCORDANCE WITH THESE W L 00 PLANS & SPECIFICATIONS AND THE RECOMMENDATIONS SET FORTH IN 0 Y THE SOILS REPORT REFERENCED IN THIS PLAN SET THE CON TRA C TOR U ti SHALL BE RESPONSIBLE FOR REMOVING & REPLACING ALL SOFT, L 0 Y T- LL YIELDING OR UNSUITABLE MATERIALS AND REPLACING WITH SUITABLE oo 00 MATERIALS AS SPECIFIED IN THE SOILS REPORT ALL EXCA VA TED OR FILLED AREAS SHALL BE COMPACTED AND MOISTURE CONDITIONED AS SPECIFIED IN THE SOILS REPORT. CONTRACTOR SHALL SUBMIT A COMPACTION REPORT PREPARED BY A QUALIFIED SOILS ENGINEER, REGISTERED WITHIN THE S TA TE WHERE THE WORK /S PERFORMED, VERIFYING THAT ALL FILLED AREAS AND SUBCRADE AREAS WITHIN THE LJJ BUILDING PAD AREA AND AREAS TO BE PAVED HAVE BEEN COMPACTED IN ACCORDANCE WITH THESE PLANS AND SPECS, AND THE RECOMMENDATIONS SET FORTH IN THE SOILS REPORT 5. THE A.L. TA. SURVEY SHALL BE CONSIDERED A PART OF THESE \ PLANS. THE C.C. /S RESPONSIBLE FOR LOCATING IMPROVEMENTS PER \ THESE PLANS, 6. THE LOCATIONS OF UNDERGROUND FACILITIES SHOWN ON THESE PLANS ARE BASED ON FIELD SURVEYS AND LOCAL UTILITY COMPANY RECORDS. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO CONTACT THE APPROPRIATE UTILITY COMPANY. NO COMPENSATION SHALL BE PAID TO THE CONTRACTOR FOR DAMAGE AND REPAIR TO THESE FACILITIES CAUSED BY HIS WORK FORCE. 7. ALL DIMENSIONS AND GRADES SHOWN ON THE PLANS SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE CONSTRUCTION MANAGER IF ANY DISCREPANCIES EXIST, PRIOR TO PROCEEDING WITH CONSTRUCTION, FOR PRELI M I NARY NECESSARY PLAN OR GRADE CHANGES. NO EXTRA COMPENSATION FOR REVIEW ONLY CY) SHALL BE PAID TO THE CONTRACTOR FOR WORK HA VINC TO BE REDONE C?DUE TO DIMENSIONS OR GRADES SHOWN INCORRECTLY ON THESE PLANS Not for Construction or Permit Purposes o IF SUCH NO TIFICA TION HAS NOT BEEN GIVEN. T 0 8. SEE CIVIL PLANS FOR ALL WORK IN STREET RIGHT OF WAY. CITY Engineer DAVID C. GREGORY z PERMITS TO BE OBTAINED AND PAID FOR BY THE GENERAL CONTRACTOR. P.E. No. 89296 Date 05/16/2024 000 9. ALL DIMENSIONS ARE FROM BACK OF CURB UNLESS NOTED 0 THER WISE. KEYNOTES 0 10 INSTALL PORTLAND CEMENT CONCRETE PAVING PLAN & CEOTECHNICAL SPECIFICATIONS O CONSTRUCT MONOLITHIC CONCRETE CURB PER DETAIL 9: 10.1 3O CONSTRUCT P. C. C. CURBED EDGE SIDEWALK PER DETAIL 2.• 10. 1 0 ® INSTALL GUARD POST PER DETAIL 4: 70.1 5O PAINT TRAFFIC ARROWS WHITE PER DETAIL 10: 70.1 © POS STATION SEE SIGN COMPANY DRAWINGS 70 LANDSCAPE AREA REFER TO SHEET L 1 FOR LAYOUT ® CONSTRUCT TRASH ENCLOSURE SEE ARCHITECTURAL PLANS FOR DETAILS 90 SITE LIGHTS (SEE PHOTOMETRICS PLAN) LICHT BASES PER DETAIL 6: 70.2 CHRISTIANSON C O M P A N I E S 10 VACUUM STATION 11 PAINT FIRE LANE STRIPING 4" RED STRIPE WITH "FIRELANE NO TOMMYS EXPRESS PARKING REPEAT EVERY 20 FEET" PER CITY OF SOUTHLAKE CAR WASH STANDARDS. 12 PAINT HANDICAP SYMBOL WHITE ON BLUE BACKGROUND PER 101 N. PEARSON LANE DETAIL 7: 10.1 SOUTHLAKE, TEXAS 13 INSTALL HANDICAP SIGN PER DETAIL 1: 70.1 14 PAINT 4" WIDE SOLID STRIPE - WHITE 15 INSTALL PRECAST CONCRETE WHEEL STOPS PER DETAIL 7: 10.1 CAR WASH 16 PAINT 4" WIDE SOLID STRIPE @ 45 DEGREE ANGLE - WHITE WITH "NO PARKING" 1 PAINT 4" WIDE SOLID STRIPE @ 45 DEGREE ANGLE - WHITE 18 PAINT 4" WIDE "DO NOT ENTER" - WHITE 19 INSTALL SCREENING WALL SEE ARCHITECTURAL PLANS FOR DETAILS SITE PLAN 20 INSTALL ROLLOVER CURB SEE PA VINC PLAN FOR DETAIL A23-0O73 SCALE 1 " — 30' PLOT DATE: OWNER: 7—ELEVEN, INC BROOKS SUBDIVISION AN ADDITION TO THE CITY OF KELLER BLK. 1, LOT A ZONED: RETAIL L.U.D.=RETAIL I I OWNER: I OWNER: CITY OF SOUTHLAKE I CITY OF SOUTHLAKE CIMMARRON ACRES ADDITION CIMMARRON ACRES ADDITION BLK. 3R, LOT 12 BLK. 3R, LOT 11 ZONED: SF1—A ZONED: SF1—A L.U.D.=LOW DENSITY RESIDENTIAL L.U.D.=PUBLIC/SEMI—PUBLIC w J o I I 15' J.E. ROP. SCREENING WALL _ — �/ N89'30'17"E 38 t .87 � 26 U.E. \\\\\\ \?� / �8• COI W x c DRIVE 10 9� TaSH E CLOSU E N o i 1 ZSR� 5 I 36.02 33 �n 49.4' 15.5 i I �K3 � 61. •12' 9.35" P0.29 13 I cn "' ROT 6R2 I • CD 89.87 101.308 Sq. Feet ! �,�- i 1 30 �_ _ 1a' s.s'- Us4� 24.01' �' i- 31.24' n� 2.33 Acres co LiRETAIL 0 CENTER , ; 0- V. o) 6,909 S.F. 18' (CONCEPTUAL)Cnil O — — , 1394' cJQ' B. 50 R �\ (/ 1z a� 3� \ �// I 12 I N 5338 DRIVE 2 1 55 R /� U.E. � EXISTING 10' U.E. S89'30 29"W 354.85' FM 1709 WEST SOUTHLAKE BLVD (134' TXDOT R.O.W.) OWNER: CITY OF SOUTHLAKE CIMMARRON ACRES ADDITION BLK. 3R, LOT 10 ZONED: SF1—A L.U.D.=PUBLI/SEMI—PUBLIC OWNER: CITY OF SOUTHLAKE CIMMARRON ACRES ADDITION BLK. 3, LOT 5R6 ZONED: CS L.U.D.=PUBLIC/SEMI—PUBLIC S 0 10 20 30 40 GRAPHIC SCALE IN FEET SCALE: 1 "=20' NO TES.- 1. ALL DIMENSIONS ARE TO BACK OF CURB. 2. ALL CURB RADII ARE 2' TO BACK OF CURB UNLESS 0 THER WI SE NOTED. waft ti � N O O � O (N 00 — 00 z N Co C-0 � L N LU ti C)LL Y 00 � Y 0 00 00 (D CIO • • w PRELIMINARY FOR REVIEW ONLY o Not for Construction or Permit Purposes 0 0 Engineer DAVID C. GREGORY z co P.E. No. 89296 Date 05/16/2024 O ccm: CHRISTIANSON C O M P A N I E S TOMMYS EXPRESS CAR WASH 101 N. PEARSON LANE SOUTHLAKE, TEXAS CAR WASH DIMENSION CONTROL PLAN C4 ZA23-0073 DIMENSION CONTROL PLAN SCALE 1" = 2 0' PLOT DATE: 2024105115 F MATCH EX. G 652.1p �I �I OWNER: �� OWNER CIT * OF SOUTHILAKE vCITY OF SOUTHLAKF w I I 6533 CIMV-AR65 9 RON ACRES ADDITION - CIMMAR ON ACRES ADDITION Cn 653 8 � ELK. 3R, LOT 12 --BLK. 3R, LOT 11 % 6559\� I `� 6565 I I� r \III I I ZOINP: SF1_ A ZONED: SF1 �-A 1 I1111 I V III L.U.D.-LOW DENSITY RESIDENTIAL L.U.D.-PUBLIC/ EMI -PUBLIC \\ 1 654.6 655.5 \ � WV ' J. E.\ I I I / 6 S S LQ S S- S-- S- S S- S- S-- S- I� tl-S --S - S - S -S -S f-S - S - s -S - -S -- I z \ Jw I I I �6534 6531 \ 6527 2.8 ROP. SCREENING WALL 6 5 1 2n r, _ '7 '7 = - '� G' C' C' '�7 o-� Gf/ �' I -� 2" N8 °30 17 E 3 Y.87 W - r W - - TP 653.V40- \W T�6�348- W - W ° W - W - - W - _ _ g W--� ° W -\ W - - W - W - - W - - W W W - � - - W - - W / �� WV TP 653.40 TI' 652.40 TP 653.80'� Na*- ° TC 654.1 �5n7 OWNER: CITY OF SOUTHLAKE CIMMARRON ACRES ADDITION BILK, 3R, LOT 10 ZONED: SF1A L.U.D.-PUBL1/SEMI-PUBLIC - W - W - -W --W DFkIVE 1 G 6,53.681 TRASH I l TP 65240 �I II I s �TP 653.80 _ I TP 652.7 \ \ ECLOSUE � 652.4 \ TOA TC 6.33\ I MATCH fX. I \ / I - G 65 .83 ° \ G 651.311 Z I i I I / / 33 `\ \ {} Tf' 653.15P\ 65 F0 TP 653.50 TP 653.47\,, TP 653.20 \\ 652E 65' 7 5 S/ 652 2 652 7 1 (,14 \ I I I I I I FP 652�.90 , 65390 0 - -Ln \ I I I I P 353 I 1°\\ TP 653.50I P 653.00 8 S I \\ I IP I I I I `�� / TP 653.50 \ EM i I 13 \ TOP OF - I ~TG 652.90 I I ✓ � n I I I I \ 5GRA 5LL 2.5� \I �� U)I / e \ tZ � \I /0 I I dC a CF+ OWNER: � ' 652 2 652 653.5 2 651 7 1 8 7-ELEVEN, INC m �� I I FF�6&50 � / OWNER: L_OT 6R2 II \ I Q z CITY of souTHLAKE BROOKS SUBDIVISION AN ADDITION I I c� o w Q0 r II II 1101,308 Sq. Feet I �; b _ CIMIMARRON ACRES ADDITION TO THE CITY OF KELLERLd 2.33 Acres b TC 53.40 00w �� j BILK, 3, LOT 5R6 BILK. 1, LOT A �I P 6)2.9G 6 2.90 a ZONED: RETAIL I I L- \ RETAIL HP O wI ! ZONED: CS w I ' f CENTER � Q C� , N L.0 D. PUBLIC/SEMI-PUBLIC L.U.D.-RETAIIL z I I I 6,909 S.F. I TP 653.67 z \ \ E E GRADING PLAN Z a I I I I I I \ / (CONCEPTUAL) k "\ _ o I O `�I I I I I I 651E \� 5% / 1.5 TF 652.90 65f,6 6 o TP 6S3':19 v \ O J W i i U) TP 653.29 n Q TP 653.29 \ \ \V LJJ Cy \z z I \ I \\ Ll I TP 652.60 rJ \ 6 TP 6 2.4 TP 280 j P 652.65 C \ \ \ TP 652I60 \ 6�� \ �/ \ I P 652.i6 6507 650.4 50' B.L. 'r,51.8 TP 652.80 \ \ 4 3 W 6503 TP 1.50 -- - - II TOP OF I / I \ I ® GRATE = DRIVE 2 ly �5� \ \_ -� TP 651.30 551.00 \ 1 II II 1\ A\ \ / '*ATCH E / J U.E.- 65� 90 ��-TN650� FH / I / // W - _ W - - W - W W W as - W PP WV - EXISTING 10' J.E. \ 1�� \ �, v "Vwv W-- -0 -W- -W--W -W - W--W-+W--W--W - W W W j W W W -W\��- W \W - -W -- E E \ E E� E E E 649.6 E E E E E E E E F E E E E -�-�� E \F` E_f$2�- E7�' FS� 1 E E E E E 654.1 - GT P PP - S89°30 2�"\nI API _`---v - 54.85' PP CHIs „X_ 12"RSC- / GTW, T WV \ \ / ��\ \ IIti1 1 W WiVi - �� 649.3/�1�_-�65cy,� - s �- 651.5 - \ \�� 4 ,. ktbt-_V u�- �W - W _ W _ _W - W - W �7 �� W - W - W W - W a - W - W - W - - W - W - �q-z� W - - W - - W FM 1709 \ \ W WEST SOUTHLAKE BLVD \ (134- TXDOT R.O.W.) i, ICI A 0 0 15 30 45 60 GRAPHIC SCALE IN FEET SCALE: 1"-30' NO TES.- 7. ALL SPOT GRADES ARE TO CUTTER UNLESS S TA TED 0 THER WI SE. 2. STANDARD 6" CURB SHALL BE USED UNLESS 0 THER WI SE NOTED. J. HC STALLS SHALL NOT EXCEED 2% SLOPE IN ANY DIRECTION, 4. ADA PA TH FROM HC STALLS TO DOORS SHALL NOT HAVE GREATER THAN 2% CROSS SLOPE OR 5% STRAIGHT SLOPE. 5. GRADES BY DOORS SHALL NOT EXCEED 2% IN ANY DIRECTION FOR A 60" ZONE IN FRONT OF THE DOOR. LEGEND '90 EXISTING GRADE TC 867.50 PROPOSED GRADE G 867.00 FLOW ARROW �6 PROPOSED CONTOUR GRADING PLAN FOR TOMM YS EXPRESS CA H WA SH LOCATED IN THE JESSE C. A L L EN SUH VE Y, LOT JR, BLOCK I3 CIMMAHHON ADDITION CITY OF SOUTHLAKE TAHHANT COUNTY, TEXAS DOC. #D20606I276 D.H.TC.T SITE PLAN CITY OF SOUTHLAKE APPRO VED SHEET OF APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONDLICT WITH ANY CODES OR ORDINANCES DEPARTMENT OF DEVELOPMENT SERVICES APPROVED PLANNER DA TE SITE PLAN ZA23- 0073 FOR TOMM YS CAR WASH 101 N. PEARSON LANE OWNER: PEARSON 1709, L TD. 7995 LBJ FREEWAY SUITE #250 DALLAS, TEXAS 75251 817-992-5385 APPLICANT.' CHRISTIANSON COMPANIES 4609 33RD A VENUE S, SUITE 400 FARCO, ND 701-499-3936 ENCINEER: DCC ENCINEERINC, INC. DA VID CRECOR Y, P.E. 817-874-2941 SCALE 1 " = 30' U U 4 It I` CA ti Tl- ,'I- CV LL C:)1- O N- L N ti - C/) 0000• z CV L L L L cy) CAI � L LU00 L Y L o � LL 00 00 (D (9 L reR PRELIMINARY W FOR REVIEW ONLY o Not for Construction or Permit Purposes 0 O Engineer DAVID C. GREGORY z P.E. No. 89296 Date 05/16/2024 m0 L CHRISTIANSON C O M P A N I E S TOMMYS EXPRESS CAR WASH 101 N. PEARSON LANE SOUTHLAKE, TEXAS CAR WASH GRADING PLAN vs ZA23- 0073 PLOT DATE: I I I III I OWNER: � OWNER: I I III CITY OF SOUTHLAKE \ CITY OF SOUTHLAKE 6518 I I CIMMARRON ACRES ADDITION 652 CIMMARRON ACRES ADDITION BLK. 3R, LOT 12 � BLK. 3R, LOT 11 ZONED: SF1-A I ZONED: SF1-A L.U.D.=LOW DENSITY RESIDENTIAL I L.U.D.=PUBLIC/SEMI-PUBLIC /�"JJJI IzI I 10 wv 15' U.E. - ----s--s�-6°s-�s--s--s- --s- S-s--S --S - s / S - II- S S \ 5 653.4 653.1 / 652.7 2'8 653.6 653.4 � 653.5 - 5� IRFC --\Al-- W-- W\ - W-- W W--W--W--0--W--W8 V�jE 38 7'- wv I \ I 655.9\ sss, 655.5 OWNER: CITY OF SOUTHLAKE CIMMARRON ACRES ADDITION BLK. 3R, LOT 10 ZONED: SF1-A L.U.D.=PUBLI/SEMI-PUBLIC S - - S ^- _ 1 /2" 1 C \ ` _ -65 - W-- W W-� W-- W \ 652.8 \ ^j Wv \ I6U.E. „653.0 \ I I I I 652.4 I \ I I I 652.4 \ �\ ,el I 652.9 652.7 651.6 \ 652.2 652.7 � 653.4 1 \ // I I I EA1 P II III EM I I I I I � EA2 65k.2 652.2 // 651.7 651.8 1 653.5 LOT 6R2 1.14 ADDITION/// I I I I I I I� z LLER /� II I I 101,308 Sq. Feet I \ // I I I I I I I 2.33 Acres °N w 653.3 U) /� ► o I I \ / ass, V /y3 I \ I I I 651.6 \ 652� 651.2 651.5 I \ 6 .6 \ O � I I I > I I I W \652.8 �ICI 11 � / I I OWNER: CITY OF SOUTHLAKE CIMMARRON ACRES ADDITION BLK. 3, LOT 5R6 ZONED: CS L.U.D.=PUBLIC/SEMI-PUBLIC 650.4 650. � 50' B.L. 651.8 c52.3 64813 / U / / 650.3PP TNIH-6534&- - - EXI G - - _ _ _ _ / f w - W - - W - - W - - W - -wvW - W PP w IV \n' - - W - - W - W - W OHE W� _ W - - • 654.1 OHE \ _ OH -M cTW S8 0' W� --3�85 cTw� CHIs fix" wv P� P 1 2" IRR3C -\ r M WM N�1C / ss1 s Dd 649.3 W 650.8� ��51.3 \ \ Yl �2o-w�€ Rs = _ W _ W = W - �1/ _ �Al -- �L1L W W _ W W _��50W �\ ,_ �W� _ _ W \ W FM 1709 \ 0 WEST SOUTHLAKE BLVD \ \ / (134' TXDOT R.O.W.) EXISTING DRAINAGE AREA CALCULATIONS M I 0 15 30 45 60 GRAPHIC SCALE IN FEET SCALE: 1 "=30' Drai nage Area TC C 15 Q5 125 Q25 1100 Q100 Area (Acres) (Min) (In/hr) (cfs) (In/hr) (cfs) (In/hr) (cfs) EA1 1.19 10 0.35 5.74 2.39 7.55 3.14 9.76 4.07 EA2 0.95 10 0.35 5.74 1.91 7.55 2.51 9.76 3.25 EA3 0.19 10 0.9 5.74 0.98 7.55 1.29 9.76 1.67 DRAINAGE AREA MAP LECEND DRAINAGE DESIGNATION DRAINAGE AREA ACRES FLOW ARROW INLET/CURB OPENING DESIGNATION Comments Sheetfl ow to Southwest Sheetfl ow to Southwest Sheetfl owto South Iake Blvd SCALE 1 " = 30' ti rn ti � N C)LL O C) O N ti -Cf) 00� •z Man N L l � L N W L 00 -low Y 0 00 00 '0 co • • W PRELIMINARY FOR REVIEW ONLY o Not for Construction or Permit Purposes 0 b Engineer DAVID C. GREGORY z P.E. No. 89296 Date 11/27/2023 0 n A n n n AM MA MA MA ccm: CHRISTIANSON C O M P A N I E S TOMMYS EXPRESS CAR WASH 101 N. PEARSON LANE SOUTHLAKE, TEXAS CAR WASH EXISTING DRAINAGE AREA MAP 1;2r?- 0, �7 PLOT DATE: I 653.8 CIMMARRON ACRES ADDITION 652 CIMMARRON ACRES ADDITION BLK. 3R, LOT 12 - BLK. 3R, LOT 11 ZONED: SF1-A I ZONED: SF1-A � L.U.D.=LOW DENSITY RESIDENTIAL I L.U.D.=PUBLIC/SEMI-PUBLIC I wv � BU /#ER YARD 10' 15' U.E. - ----S--S�- S--S--S --S- --S- ; S S--S --S- S S - II- S s \ �I ROP. SCREENING WALL / �653.4 653.1 652.7 -- i / IRFC O!01 { 6 " N89°3017 E -IF 38 .87' \ wv g U.E.lo 1653.0 -1 DIVE 1 ST ST S ST ST ST 631.v I ST � A-1 E- 1 y � �EE 652.4 a U) I I 652 1 6E 7 652.2 C 13 \ � ~ y 652.7 .4 V) I P I P nEM R I I I I 13 65k: 652.2 , 651.7 51.8 LOT 6R2 ADDITION 101,308 Sq. Feet ; LLER 2.33 Acres RETAIL , CENTER ; 6,909 S.F. ' �/ I I I I I I \ (CONCEPTUAL) t ; 652 6:1.5 I'j jl IwII- II0o -� o I l I I 5 \ 6 �i co I6. I 650If 650.7 4813 `% / 650.3 PP 6 C 1 / \ I " / I� coo)0.47 = Lf7 Q \ I 1 I 1 ¢z I �� U I - O J m coo) I \ �O H 652.8 65 s5s� 655.5 -S--S� SS 1 /2" I C 0 P CIMMARRON ACRES ADDI BLK. 3R, LOT 10 ZONED: SF1-A L.U.D.=PUBLI/SEMI-PUE 655.6 I I OWNER: CITY OF SOUTHLAKE CIMMARRON ACRES ADDITION BLK. 3, LOT 5R6 ZONED: CS L.U.D.= PUBLIC/SEMI -PUBLIC o� -� ° b �co \ A-4 \ \ 0.39 I � DRIVE 2 \ 15 A\\ i� 0.18 I I 1 \ - / ® \ �� V � PP WV EXISTING 10' U.E. E H O wv _ OHE � / OHV� .z OHE \ _ P 65a, -a4 �� O E6 P _ _ 8 Q 4. _ GTw cHls T wv P� GTW. 1 2" IRS � 1� M WM VV'K / / �_ 650.8� s ��51.3� \ 651.5 �� \ W �a M a - saw �aV �� 2LLWA M9T-E S SID \ \ FM 1709 \ / WEST SOUTHLAKE BLVD FM 17�9 i \ \ \ (134' TXDOT R.O.W.) w. SOUTHLAKE BLVD. DRAINAGE AREA MAP �?l1 AS AI f- 50' B.L \I- ACCWS EASEMENT M I 0 0 15 30 45 60 GRAPHIC SCALE IN FEET SCALE: 1 "30' LEGEND B DRAINAGE DESIGNATION 5.15 DRAINAGE AREA ACRES FLOW ARROW O1 INLET/CURB OPENING DESIGNATION NO TES PRE PROJECT 100 YR DISCHARGE= 4.92 CFS FROM EA2 AND EA3 WHICH IS APPROXIMA TEL Y THE PROPOSED SITE AREA MINUS A SMALL PORTION OF THE NORTHERN DRIVE THAT DISCHARGES INTO THE EXISTING CHANNEL ALONG PEARSON. POST PROJECT 100YR DISCHARGE WITHOUT PROPOSED DETENTION= 11.43 CFS (ALL AREAS MINUS B I WHICH IS CONCEPTUAL AT THIS TIME) PROPOSED PLAN WILL LET PROPOSED DRAINAGE AREA A4 FREE FLOW TO SOUTHLAKE BLVD. ALLOWABLE DISCHARGE RATE FROM REST OF SITE WILL BE 7.49 CFS. APPROXIMATE REQUIRED DETENTION VOLUME WILL BE 7000 CF THE PROPOSED DETENTION WILL BE UNDERGROUND DETENTION IN THE DRIVE AISLE BETWEEN THE VACUUM STATIONS. UNDERGROUND DETENTION WILL UTILIZE ADS STORMCEPTOR MC3500 CELLS. SYSTEM WILL CONSISTS OF 2 BEDS EACH 145' LONG WITH TOTAL WIDTH OF 15'. 9" STONE BELOW. 12" STONE ABOVE. AVAILABLE STORAGE WILL TOTAL 7,461 CF. PROPOSED DRAINAGE AREA CALCULATIONS Dra i n age Area TC C 15 Q5 125 Q25 1100 Q100 Area (Pcres) (Min) (In/hr) (cfs) (In/hr) (cfs) (In/hr) (cfs) A.1 0.1 10 0.9 5.74 0.52 7.55 0.68 9.76 0.88 A-2 0.47 10 0.9 5.74 2.43 7.55 3.19 9.76 4.13 A, 3 0.26 10 0.9 5.74 1.34 7.55 1.77 9.76 2.28 A-4 0.39 10 0.9 5.74 2.01 7.55 2.65 9.76 3.43 B-1 0.93 10 0.9 5.74 4.80 7.55 6.32 9.76 8.17 C-1 0.18 10 0.35 5.74 0.36 7.55 0.48 9.76 0.61 Comments Sh eet fl ow to Di tch Pea rso n Inlet to Underground Detention Inlet to Underground Detention Sheetflowto South Iake Blvd Sh eet fl ow to Di tch Pea rso n ti rn ti � N C)ILL O C) O N 00 ti 00 z N LM co � L N w L ti U Y 00 � Y � low 0 00 00 '0 co w PRELIMINARY FOR REVIEW ONLY o Not for Construction or Permit Purposes O 0 Engineer DAVID C. GREGORY z P.E. No. 89296 Date 11/27/2023 0 AI AM MA MA AM AM MA MA MA ccm: CHRISTIANSON C O M P A N I E S TOMMYS EXPRESS CAR WASH 101 N. PEARSON LANE SOUTHLAKE, TEXAS CAR WASH PROPOSED DRAINAGE AREA MAP Sheetflowto South1akenv SCALE 1 = 30' PLOT DATE: M a S 0 10 20 30 40 GRAPHIC SCALE IN FEET SCALE: 1 "=20' OWNER: 7-ELEVEN, INC BROOKS SUBDIVISION AN ADDITION TO THE CITY OF KELLER BILK. 1, LOT A ZONED: RETAIL L.U.D.=RETAIL REVISED IN 2018 I I III I� II I�� OWNER: I OWNER: \\�\ OWNER: I I I CITY OF SOUTHLAKE I CITY OF SOUTHLAKE I CITY OF SOUTHLAKE CIMM-ARRON ACRES ADDITION CIMMARRON ACRES ADDITION \ �� CIMMARRON ACRES ADDITION I I I $LK. 3R, LOT 12 — --BLK. 3R, LOT 11 BILK. 3R, LOT 10 ZOEQ: SF1 _A_ ZONED: SF1--A ZONED: SF1-A L.U.D.=LOW DENSITY RESIDENTIAL L.U.D.=PUBLIC/SEMI-PUBLIC I \ L.U.D.=PUBLI/SEMI-PUBLIC 15' U.E. I 1_/2~ 1 G — — — 8" IRFC II - - n - ��N89°30'17"E 38t.87_ / � I WLEr U_PROWCJ70�� INLETPROIEC77ON / I ' I SLT FENCE # \ PR�ocnav / 11--INLET ®LL I I \ / I H V. � � / OWNER: LOT 6R2 I I (D CITY OF SOUTHLAKE I 101,308 S . Feet I o J NI CIMMARRON ACRES ADDITION 2.33 Acres I I I I °� � m BILK. 3, LOT 5R6 ZONED: CS / I I O L.U.D.=PUBLIC/SEMI-PUBLIC SILT FENCE J hY / I _ I I CI I I ' �� ....� LT FT NCE J � I I / � V) I I / �� \ e c El z �5 E I \ �I o �j 50 B.L. CWA ctaysTRucnoN ENTRANCE I f� / --INLET na PROTECv I I 5 U.E. � VJ / /•JI�� s- � - - - 10' U.E. � \ n SyLT FENCE EXISTING S 9°302��- 54.85 CHISE-ED "x" SET \\ \ FM 1709 WEST SOUTHLAKE BLVD (134' TXDOT R.O.W.) / iSWMTM TECHNICAL MANUAL CONSTRUCTION CONTROLS EXTENDED WRAPPED 1. DOUBLE WRAP OF FLEXIBLE FILTER MATERIAL WIRE MESH WITH MESH NOT ALLOWED ON 24" MIN. BEYOND OPENING 3/4" MAX., OR ACTIVE CITY END OF CURB OPENING - 2. PLASTIC NETTING DOUBLE STREETS UNLESS ON BOTH SIDES WRAPPED WITH 1/2" MAX. APPROVED BY CITY OPENING, OR 3. GEOSYNTHETIC TUBES 12� 4"X4" WELDED WIRE FABRIC I• • 2" GAP •• BETWEEN TOP / OF WRAPPED NOTE: PLASTIC OR 1Y" FILTER STONE J CURB FILTER AND WIRE TIES AROUND OR MULCH FILTER INLET TOP INLET WIRE OR PLASTIC MATERIAL OPENINNG MESH EVERY ' 12"-18" OR MORE AS NEEDED. CROSS SECTION PLAN VIEW NOTE: VERTICAL PANEL BARRICADES TO BE PLACED WHEN LOCATED ON AN ACTIVE STREET. TYPE A CURB INLET PROTECTION EXTENDED WRAPPED FILTER MATERIAL 24" MIN. BEYOND END OF CURB OPENING STD. CMU BLOCK ON BOTH SIDES CURB MIN. NO. • OPENING..BLOCKS r 4'-6' 1 I 8'-10' 2 CURB 12'-14' 3 INLET 16'-20' 4 PLAN VIEW CROSS SECTION NOTE: SEE NCTCOG STANDARD ALTERNATIVE FORM FOR TYPE A SPECIFICATIONS (2017), SECTION CURB INLET PROTECTION 202.14 AND 202.18 FIGURE 3.6 STANDARD CONSTRUCTION DETAIL - FILTER TUBE CURB INLET PROTECTION INLET PROTECTION REVISED EROSION CONTROL PLAN REVISED IN 20199 iSWMTM TECHNICAL MANUAL CONSTRUCTION CONTROLS 10' MIN. EDGE OF PLASTIC LINING --\ SANDBAG* M EDO I I A —� A VARIES SEE t J DESIGN CRITERIA *SANDBAGS MAY REPLACED BY A SOIL BERM TO ANCHOR THE PLASTIC LINING. 10 MIL. MINIMUM PLASTIC LINING CONCRETE WASHOUT PLAN VIEW N T.S. 2' MIN. SANDBAG* 10 MIL. MINIMUM PLASTIC LINING 3' MIN. CONCRETE WASHOUT SECTION A -A N.T.S. CONCRETE WAHHOUT NOTES: 1. WASHOUT AREA MUST BE CLEARLY MARKED WITH SIGNAGE NOTING THE WASHOUT AREA. 2. WASHOUT STRUCTURES SHALL BE CLEANED OUT WHEN THE STRUCTURE IS 75% FULL. TEMPORARY CONCRETE WASHOUT FACILITY SHOULD BE MAINTAINED TO PROVIDE ADEQUATE HOLDING CAPACITY. FIGURE 4.1 SCHEMATICS OF CONCRETE WASHOUT CONTAINMENT CONCRETE WAST MANAGEMENT REVISED T FENCE GENERAL N 1. STEEL POSTS WHICH SUPPORT THE SILT FENCE SHALL BE INSTALLED ON A SLIGHT ANGLE TOWARD THE AN77CIPA7ED RUNOFF SOURCE. POST MUST BE EMBEDDED A MINIMUM OF ONE FOOT. 2. THE TOE OF THE SILT FENCE SHALL BE TRENCHED IN WITH A SPADE OR MECHANICAL TRENCHER, SO THAT THE DOWNSLOPE FACE OF THE TRENCH IS FLAT AND PERPENDICULAR TO THE LINE OF FLOW. WHERE FENCE CANNOT BE 7RENCHED IN (e.g. PAVEMENT), WEIGHT FABRIC FLAP WITH ROCK ON UPHILL SIDE TO PREVENT FLOW FROM SEEPING UNDER FENCE. J. THE TRENCH MUST BE A MINIMUM OF 6 INCHES DEEP AND 6 INCHES WIDE TO ALLOW FOR THE SILT FENCE FABRIC TO BE LAID IN THE GROUND AND BACKFILLED WITH COMPACTED MA7ERIAL. 4. SILT FENCE SHOULD BE SECURELY FASTENED TO EACH STEEL SUPPORT POST OR TO WOVEN WIRE, WHICH IN TURN IS ATTACHED TO THE S7EEL FENCE POST. 77-IERE SHALL BE A 3 FOOT OVERLAP, SECURELY FASTENED WHERE ENDS OF FABRIC MEET. 5. INSPEC77ON SHALL BE MADE EVERY TWO WEEKS AND AFTER EACH 1/2" RAINFALL. REPAIR OR REPLACEMENT SHALL BE MADE PROMPTLY AS NEEDED. 6. SILT FENCE SHALL BE REMOVED WHEN THE S17E IS COMPLE7ELY STABILIZED SO AS NOT TO BLOCK OR IMPEDE STORM FLOW OR DRAINAGE. 7. ACCUMULATED SILT SHALL BE REMOVED WHEN IT REACHES A DEPTH OF HALF THE HEIGHT OF THE FENCE. THE SILT SHALL BE DISPOSED OF AT AN APPROVED SITE AND IN SUCH A MANNER AS TO NOT CONTRIBUTE TO ADD177ONAL SILTATION. LEGEND SILT FENCE CONSTRUCTION ENTRANCE INLET I PROTECTION CWA I CONCRETE WASHOUT DISTURBED AREA — 2.70 ACRES LIMITS OF DISTURBED AREA IS THE SAME AS THE SILT FENCE STABILIZED CONSTRUCTION ENTRANCE GENERAL NOTES.- 1. STONE SHALL BE 3 TO 5 INCH DIAMETER CRUSHED ROCK OR ACCEPTABLE CRUSHED PORTLAND CEMENT CONCRETE 2. LENGTH SHALL BE SHOWN ON PLANS, W17H A MINIMUM LENG7H OF 30 FEET FOR LOTS WHICH ARE LESS 7HAN 150 FEET FROM EDGE OF PAVEMENT. 77-1E MINIMUM DEP7H IN ALL OTHER CASES SHALL BE 50 FEET. J. 7HE THICKNESS SHALL NOT BE LESS THAN 6 INCHES 4. 7HE WID7H SHALL BE NO LESS 7HAN 77-1E FULL WID7H OF ALL POINTS OF INGRESS OR EGRESS 5. WHEN NECESSARY, VEHICLES SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTRANCE ONTO A PUBLIC ROADWAY. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE WITH DRAINAGE FLOWING AWAY FROM B07H 7HE STREET AND THE STABILIZED ENTRANCE. ALL SE IMENT SHALL BE PREVENTED FROM ENTERING ANY STORM DRAIN, DITCH OR WATERCOURSE USING APPRO ; DS 6. THE ENTRANCE SHALL BE MAINTAINED IN A CONDIT70N WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PAVED SURFACES. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDIT70NAL STONE AS CONDIT70NS DEMAND. ALL SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO PAVED SURFACES MUST BE REMOVED IMMEDIATELY. Z 77-1E ENTRANCE MUST BE PROPERLY GRADED OR INCORPORATE A DRAINAGE SWALE TO PREVENT RUNOFF FROM LEAVING THE CONS7RUCTION SITE LENGTH AS SHOWN ON PLANS -.11111 1 GRADE TO PREVENT RUNOFF r--- FILTER FABRIC FROM LEAVING SITE --\ '-- EXISTING GRADE 6" MIN.-\ PR❑FILE VIEW N.T.S. PAVED SURFACE SHOWN AWAY FROM ENTRANCE 5' MIN. LENGTH AS ON GRADE TO DRAIN AWAY FROM STABILIZATION PAVED , •�•��12 ��iiii� Omaha •��0 SILT FENCE ---- (MIN. HEIGHT 24" ABOVE EXIST. GROUND) COMPACTED EARTH OR ROCK BACKFILL FLOW wp- TRANSITION TO PAVED SURFACE PLAN VIEW N.T.S. CONSTRUCTION ENTRANCE N.T.S. TRENCH 6" MIN IS❑METRIC PLAN VIEW N.T.S. SILT FENCE N.T.S. R.O.W. STEEL FENCE POST MAX. 6' SPACING, MIN. EMBEDMENT = 1' WIRE MESH BACKING SUPPORT 4x4-W1.4xW1.4 MINIMUM ALLOWABLE, TYP. CHAIN LINK FENCE FABRIC IS ACCEPTABLE 6" MIN. FABRIC TOE -IN SCALE I" = 20' U Z ti � N O O � O L CD N ti _CO 00 .z N � L Carte N � L W00 i Y oco co co •• w PRELIMINARY FOR REVIEW ONLY Not for Construction or Permit Purposes C? CD O Engineer DAVID C. GREGORY z ED P.E. No. 89296 Date 05/16/2024 Q A A A A A A A ccm: CHRISTIANSON C O M P A N I E S TOMMYS EXPRESS CAR WASH 101 N. PEARSON LANE SOUTHLAKE, TEXAS CAR WASH EROSION CONTROL PLAN 7 ZA23-0073 PLOT DATE: UTILITY PLAN NOTES NOTE: REFER TO SHEET C1.1 CITY GENERAL NOTES TO SEE WATER AND SANITARY SEWER GENERAL NOTES. W REFER TO CITY DETAIL SHEETS FOR CITY DETAILS FOR WATER METERS, TAPS, METER BOXES AND FIRE HYRDRANT. 1\I 2] 0 15 30 45 60 GRAPHIC SCALE IN FEET SCALE: 1 "=30' I V 11 j l I I I I Ii I / r— I I I I I /\ I I 1 V 1 \ __--------- I 1 I / 11 1 1 1+ � / IIII11 1 i --_—�I I i ' / \\k 9 (_ I \\�I C6-IRFC I LI� T IIIII-I-s --S --sS --S --3-S e-S -s --s --S --S --S --s-s --S --S "\- s --s --S --S s --sS - I11+ ROP. SCREENING WALL I1/2" IRS` H 1_"- -1' TI I "� � �7 C C r' C � r,r,.�r,r,�r,�o- �-- ,2• I N8qq 30 177 E ��FFtt�.87 \1 w— `w�--w--w w--w-- w--w—— wl-- w- -w - -w w -� ---w--w--w--w- mow- ew— —W - -\v —w--w—mow— �w--w--w-1-w--w--w— 14 �— — — -—-+------ `� DRIVE 1 N I I I 1 1 115 I \ E CLOSU E 12 \ D-I I 11 I \ \\ 18, LI20 I 12 1 \\ —=� I 11�1�I Cn l q s —w \\ IIni t ► l i i i l► i i Is s 19 IP 13 Ill I I I I I \ PF I I I I II I I I I III I \ / IL \ I A I III l,� I I I III V I/ U) I _ / A I / un N I� < co 1 1 I I I 1 I LOT 6R2 \ I\ elf II I I I� IIIII II / ` I UQ o ,1- ill ► i it Ii 1 i i l 1 1 i 101,308 Sq. Feet I 0 I J N!" 1 1 1 1 1 1 1 I i l l l 1 v l 2.33 Acres v I I t o II I I �I III I I I I I 1 \ I m o' �1 IIIIII IIII I 1` l IL - I 1 I I I I I I I I RETAIL O 6,909CENTER 019 SF. 1 CL n l0 I I I I I I I j I I I I (CONCEPTUAL) I O �\ II ��ill�iil IIIIII I \\ ,' � I I toCC \ I\ I I PI I l l l + I ��'� 0 ° \ 7 II I II \ ��I/ ONE ICI .' l i l i i i i l\ I \\ � •\ �~ W n"�' 18 I `\ _ \\ 50' B.L. ONE PIP, 5 �f — / I I \ DRIVE 2 ll \\ \ \ )5,%i�� A \ \ / 16 I G U.E.--J ----- _ —I.i—�A--—J_�Nt650�`— _//�'/i' I —----------- TN#=6�1>-/---�--- 230.a2' EXF.H, -� 11 / / T EXISTING 10' U.E. NEAREST F.H. \ W--W--W--WT-W--W--W-W-\-W P W-- W-- W-- W-- W-�W--W--W--W-'--W- W--w-� W--W-��/ W--\N - -W — \ \\ ,I, 1 �HE OHE OHE OHE bHE OHE )HE _ _9LIE OHE _O1 -rt— OHE OHE --�DT E - OHE _� OHE OHE\O E � — — — — — — —Y — _ �� - — — a P \\ \ �cT P J �� PP J2" IRSc— �9°30_29�/V� _ iJ'< ��--3�4.85 --- s cTw� cHISI�p\ _ �� W _ _ -- VIM _ __ _ - -- - -- - - - - --�( __-- -- — \ a - --Nf=-�-W-=-W --W-- W-_ _-W--W-=W=�Wb �W--W--W w W T =W W W �Vd'�-/TEA >y�` w --� 1/tl-= W W W UTILITY PLAN 1. ALL FILL, COMPACTION, AND BACKFILL MATERIALS REQUIRED FOR UTILITY INSTALLATIONS SHALL BE AS PER THE RECOMMENDATIONS PROVIDED IN THE GEOTECHNICAL REPORT AND SHALL BE COORDINATED WITH THE APPLICABLE UTILITY COMPANY SPECIFICATIONS. COMPACTION SHALL BE FORMED IN 8 INCH LOOSE LIFTS COMPACTED TO 95% STANDARD PROCTOR MAXIMUM DRY DENSITY. 2. IT IS THE CONTRACTORS RESPONSIBILITY TO PROVIDE PROPER SHORING AND TRENCH PROTECTION IN ACCORDANCE WITH ALL STATE AND LOCAL SAFETY CODES AND ORDINANCES. 3. THE INTENT OF THIS PLAN IS A COMPLETED JOB. ANY MATERIALS OR WORK NOT SPECIFICALLY LISTED AS A PAY ITEM IS CONSIDERED TO BE INCIDENTAL AND IS TO BE INCLUDED IN THE PRICE BID FOR OTHER ITEMS FOR PAYMENT. THE CONTRACTOR SHALL, UPON REVIEW OF THE PLANS, AND PRIOR TO SUBMITTING THE BID NOTIFY THE ENGINEER AND OWNER OF ANY SPECIFIC NON -PAY ITEM TO BE BID. 4. VERIFY SIZE OF WATER LINE AND SPECIFIC METERING REQUIREMENTS WITH BOTH CITY & COUNTY AND LOCAL UTILITY COMPANY. NOTE: A MIN. OF 42" COVER IS REQUIRED. 5. MINIMUM 4" SANITARY SEWER. VERIFY MATERIAL AND CONNECTION REQUIREMENTS WITH BOTH CITY & COUNTY AND OR LOCAL SEWER JURISDICTION PRIOR TO CONSTRUCTION. 6. CONTRACTOR SHALL COORDINATE ANY DISRUPTIONS TO EXISTING UTILITY SERVICES WITH ADJACENT PROPERTY OWNERS. 7. ALL UTILITY DISCONNECTIONS SHALL BE COORDINATED WITH THE DESIGNATED UTILITY COMPANIES. 8. CONSTRUCTION SHALL NOT START ON ANY PUBLIC UTILITY SYSTEM UNTIL WRITTEN APPROVAL HAS BEEN RECEIVED FROM THE APPROPRIATE GOVERNING AUTHORITY. 9. PRIOR TO THE CONSTRUCTION OF OR CONNECTION TO ANY STORM DRAIN, SANITARY SEWER, WATER MAIN OR ANY OF THE DRY UTILITIES, THE CONTRACTOR SHALL EXCAVATE, VERIFY AND CALCULATE ALL POINTS OF CONNECTION AND ALL UTILITY CROSSINGS AND INFORM THE OWNER/DEVELOPER OF ANY CONFLICT OR REQUIRED DEVIATIONS FROM THE PLAN. NOTIFICATION SHALL BE MADE A MINIMUM OF 48 HOURS PRIOR TO CONSTRUCTION. OWNER /DEVELOPER AND ENGINEER SHALL BE HELD HARMLESS IN THE EVENT THAT THE CONTRACTOR FAILS TO MAKE SUCH NOTIFICATION. GAS 01 UNDERGROUND TELEPHONE off UNDERGROUND ELECTRIC %E - - — 1 112 " WA TER LEGEND PROP. GAS LINE EX. GAS LINE PROP. UNDERGROUND TELEPHONE LINE EX. OVERHEAD TELEPHONE LINE PROP. OVERHEAD ELECTRIC LINE EX. OVERHEAD ELECTRIC LINE PROP. WATER LINE ti CA Nl_ CV 1- i L.L O O � O L r CV ti —C/)�� •z CV L CAI � L w i ti Y00� U Y 0 00 00 co co •• w Irw EX. WATER LINE � EX. SANITARY SEWER MANHOLE O 4" SEWER PROP. SANITARY SEWER SITE LIGHT FIXTURE EX. SANITARY SEWER 18 STORM DRAIN ®UA EX. WATER METER - PROP STORM DRAIN ��/ EX. WATER VALVE - EX. STORM DRAIN + PRELIMINARY EX. POWER POLE F'jpp FOR REVIEW ONLY o Not for Construction or Permit Purposes 0 O Engineer DAVID C. GREGORY z KEYNOTESP.E. 89296 11/27/2023 m0 No. Date OG.C. TO VERIFY TELEPHONE SERVICE AND CONNECTION REQUIREMENTS WITH PHONE COMPANY. G.C. SHALL PROVIDE ALL WORK AND MATERIALS FOR 2-2" PVC CONDUITS. CONNECT TO EXISTING TELEPHONE CONDUIT. 2O BURIED ELECTRICAL SERVICE FROM POWER POLE TO PAD TRANSFORMER TO BUILDING AS PER LOCAL UTILITY CO. REQUIREMENTS. GC SHALL PROVIDE WORK AND MATERIALS FOR 2-4" PVC CONDUITS, CONNECT TO EXISTING CONDUIT 3O INSTALL 6" SANITARY SEWER SERVICE. SERVICE SHALL BE CONSTRUCTED OF PVC ASTM 3034, 0 SDR-35. 4O INSTALL NEW 2" METER FOR DOMESTIC SERVICE. 5O INSTALL 95 LF OF 2" WATER LINE. WATERLINE SHALL BE ENDDOT/ENDCO TRACE AWWA C901 HDPE TUBING -TRACEABLE. ALL WORK AND MATERIALS BY G.C. 0 6O INSTALL NEW 1" METER FOR IRRIGATION SERVICE. O SITE LIGHT(S) W/UNDERGROUND ELEC. SERVICE. RE: SITE ELECTRICAL PLAN 0 gO INSTALL SANITARY SEWER CLEANOUT(S) gO CONNECT TO EXISTING SANITARY SEWER. PLUMBING CONTRACTOR SHALL VERIFY DEPTH OF CONNECTION PRIOR TO PLACEMENT OF ANY LINES. 10 APPROXIMATE LOCATION OF EXISTING SANITARY SEWER SERVICE LINE. 11 SAND/OIL RECLAMATION SYSTEM INTERCEPTOR TANK REF. MEP PLANS 12 18" HDPE STORM LINE PER CITY STANDARDS & SPECIFICATIONS @ 0.5%. 13 3' X 3' GRATE INLET WITH H2O LOADING RATED GRATE. OLDCASTLE GI-33 WITH TYPE A GRATE OR EQUIVALENT 14 3' X 3' GRATE INLET WITH H2O LOADING RATED GRATE. OLDCASTLE GI-33 WITH TYPE A GRATE OR EQUIVALENT 15 4' X 4' RCB WITH PARALLEL HEADWALLS WINGS MATCH FLOWLINE. BOX CULVERT AND WINGWALLS PER TXDOT DETAILS CD-PW-20 & CD-SCP04-20 16 3' X 3' GRATE INLET WITH H2O LOADING RATED GRATE. OLDCASTLE GI-33 WITH TYPE A GRATE OR EQUIVALENT 17 UNDERGROUND DETENTION STRUCTURE. ADS STORMCEPTOR 3500 CELLS. 2 ROWS - 150' LONG 18 2X3' NYLOPLAST CURB INLET 19 8" SCHEDULE 40 PVC STORM DRAIN PIPE @ 0.75%. INSTALL 6" TEES TO CONNECT ROOF DRAINAGE. SEE ARCHITECTURAL PLANS FOR EXACT LOCATIONS. 20 TRENCH DRAIN PER DETAIL SCALE 1 CHRISTIANSON C O M P A N I E S TOMMYS EXPRESS CAR WASH 101 N. PEARSON LANE SOUTHLAKE, TEXAS CAR WASH UTILITY PLAN 4901 30, ZA23-0073 PLOT DATE: LEGEND W 0 i E / 0 10 20 30 40 GRAPHIC SCALE IN FEET SCALE: 1 "=20' SAWCUT & REMOVE 81 LF X 1 • OF EX ASPHALT PAVEMENT. / INSTALL BUTT JOINT AT PAVEMENT EDGE PER CITY OF SOUTHLAKE STANDARDS. OWNER: 7—ELEVEN, INC BROOKS SUBDIVISION AN ADDITION TO THE CITY OF KELLER BLK. 1, LOT A ZONED: RETAIL L.U.D.=RETAIL; / / as 0 4' MIN. OWNER: I OWNER: CITY OF SOUTHLAKE I CITY OF SOUTHLAKE CIMMARRON ACRES ADDITION CIMMARRON ACRES ADDITION BLK. 3R, LOT 12 BLK. 3R, LOT 11 ZONED: SF1—A ZONED: SF1—A L.U.D.=LOW DENSITY RESIDENTIAL L.U.D.=PUBLIC/SEMI—PUBLIC d � !a l . 5/8"IRFCvy 4 /I �_s o ?S o d — 1/2"IRSC 0 � ❑ z � D °< d d d d d d d d d d c °a d d ° 1 d C d d d a /-1 °1 ^ MONOLITHIC I BROOM FINISH 4" t f s t a 3/8", N0. 3 DEFORMED CONCRETE SIDEWALK REBAR ON 24" CENTERS 3,000 PSI 0 28 DAYS BOTH WAYS SUPPORTED BY PLASTIC CHAIRS COMPACTED SECTION SUBGRADE GENERAL NOTES (NOT TO SCALE) 1. All sidewalks shall be at least four feet wide or in comformonce with the Trail Master Plan, whichever is greater, and shall be located between the curb or grade line of the public street and the ROW line or public access easement if a proved by the city, no closer than two (2) feet to the curb or grade line. The Building Official may alter alignment so that the sidewalk meanders within the area between the curb and the ROW Line. 2. Concrete for sidewalks shall hove a minimum compressive strength of 3,000 psi at 28 days. The quantity of mixing water shall not exceed 6 1/2 US gallons per sack (94 Ibs.) of Portland cement. The slump of the concrete shall not exceed 4". A minimum content of 5 sacks of cement per cubic yard of concrete is required. Sidewalks shall be at least 4" thick. 3. Sidewalks shall be reinforced with 3/8" no. 3 bars set on 24" centers. 4. 1/2" premolded bituminous expansion joints with no. 4 smooth dowels shall be spaced at 20' intervals. 5. Where new work abuts driveways, pavement, curbs, or any other work, expansion joints shall be filled with premolded bituminous expansion joint filler at least 1" nominal thickness and shall extend 6" deep and the entire width of the concrete sections. Bars used in this joint shall be sleeved to allow for the movement of concrete on the bars. The bars shall be smooth 3/8" no. 3 bars minimum. No deformed bars shall be allowed. 6. Sidewalk control joints shall be grooved 3/8" deep on 4' centers. Sidewalks 5' and wider shall be sawed at control joints, not tooled. 7. The surface of the sidewalk shall have a monolithic broom finish. The edges of the sidwalk control joints and expansion joints shall be tooled to a smooth finish not less than 2" in width. Exposed edges of the sidewalk shall be rounded with an edger to a radius of 1/2". 8. Where a sidewalk is to be constructed and a fire hydrant would be within the forms, the forms shall curve around the fire hydrant such that the walk misses the hydrant by a minimum distance of 1'. A transition of 10' is required in and out of curved areas. Where a sidewalk abuts along the back of a curb, sidewalk shall be minimum 5' wide. 9. All water service meter boxes within a sidewalk shall be concrete. This concrete box shall have a metal hinged lid and be set at an elevation that will be equal to the finish grade of the sidewalk. The concrete water meter box shall be of the some size as the standard plastic meter box. 10. All sidewalks shall be built at on elevation that will not impede or be otherwise detrimental to proper lot drainage, with natural grade preferred. 11. All construction of sidewalks, crosswalks, etc. within the Cityy of Southlake ROW shall conform to Texas Department Of Licensing And Regulation (TDLR) standards and meet v Texas Accessibility Standards (TAS). 0 REVISION SIDEWALK DETAIL SOUTHLAKE DATE W 2015.09 OWNER: CITY OF SOUTHLAKE CIMMARRON ACRES ADDITION BLK. 3R, LOT 10 ZONED: SF1—A L.U.D.=PUBLI/SEMI—PUBLIC I I I I 15' U.E. 0 —PROP. SCREENING WALL 1/2" IRSC _ _ — N89'3O'1 a r STANDARD CURB d d �I d U / < STANDARD CURB r ~' t ROLL CURB o `ii •' � •r :'t si 1 d •..y •• . AA \ v do ILL it•l., v d cli L O T 6 R 2 , {: U ° z \ 0 101,308 Sq. Feet mac• �I 2.33 Acres RETAIL \ 0 C CENTER 6,909 S.F. (CONCEPTUAL) , •t - {. 'a,'F?I� �� o °4 Ll a d A *CUT I REMOVE 62 LF X 1' OF EX C NCRETE PAVEMENT. DOWELL INTO PAVEMENT W17H 18" LONG 13 BARS ON 18" STANDARD CURB CENTERS (112 LUBRICATED) v d. dl / STANDARD CURB ° DRIVE 2 d ° - 'f5 U.E. -- �a ❑ EXISTING 10' U.E. ° {I S89'30'29"W 354.85' I d CHISELED "x" ° SET ❑ / d --_ 4 V FM 1709 d v ; a °°� a°' ° d° Q WEST SOUTHLAKE BLVD /.-I° ° d ° d v ° d° (134' TXDOT R.O.W.) d ° ° ° d d d. d ° /_J ° d . d v d. d ° d d ° . _ I.. 4 d ° d w OWNER: CITY OF SOUTHLAKE CIMMARRON ACRES ADDITION BLK. 3, LOT 5R6 ZONED: CS L.U.D.=PUBLIC/SEMI—PUBLIC NOTE: REVERSE SLOPE ON GUTTER PAN AS REQUIRED ON PLANS. 24" 2" 10" 12" 1Z `O REVERSE PAN �I N M` o a . 'd — — —� - e. d o d d - d d e.. O I` o 44 e a. D6 STANDARD ROLL CURB DETAIL NOT TO SCALE 4" CONCRETE (SIDEWALK) 3,500 PSI @ 28 DAYS W/ #3 BARS ON 18" O.C.E.W. 6" PORTLAND CONCRETE 3,500 PSI @ 28 DAYS W/ #3 BARS mm ON 18" O.C.E.W. ON 12" COMPACTED SUBGRADE (95% STANDARD PROCTOR) PER GEOTECHNICAL REPORT " a 7" PORTLAND CONCRETE 3,500 PSI @ 28 DAYS W/ #4 BARS ON 18" O.C.E.W. ON 12" COMPACTED SUBGRADE (95% STANDARD PROCTOR) PER GEOTECHNICAL REPORT D ETAI LS PAVEMENT SECTION AND JOINT DETAIL CONTROL JOINT SAW CUT 1/4" WIDE AND CONCRETE CURB T/3 MINIMUM DEPTH FILL TOP WITH POLYMERIC SEAL #3 BARS @ 18" 0. C. &E.W. FILL TOP WITH POLYMERIC SEAL _ I al. NOTE: DOWELED EXPANSION JOINT FOR PAVEMENT SECTION SEE RIGID 1" REDWOOD HEADER W/3/4"O x 18" PAVEMENT SYSTEM TABLE THIS SHEET. SMOOTH BAR DOWEL, CENTER ON JOINT ON 12" CENTERS, PAINT AND GREASE THIS END OF DOWEL, INSTALL EXPANSION CAP T PAVEMENT THICKNESS NOT TO SCALE (ONSITE PAVEMENT ONLY) JOINT AT CURB RADIUS EXPANSION OR CONTROL JOINT _____V^ NOT TO SCALE SIDEWALK OR LANDSCAPING JOINT THROUGH CURB _ JI C RETE CURB CURB AND GUTTER 2'-0" FINISH GRADE ` 6 2 - 1 " RADIUS TYP. a aq. O — Ia I it — II -III III- (1) #4 CONT., TYP. I I I -1 j lily BASE AS SPECIFIED KEY NOTES CONSTRUCT PORTLAND CEMENT CONCRETE PAVEMENT PER PAVING PLAN & GEOTECHNICAL SPECIFICATIONS ( CONSTRUCT CONCRETE CURB & GUTTER PER DETAIL 9:C10.1 CONSTRUCT P.C.C. CURBED EDGE SIDEWALK PER DETAIL 2:C10.1 STABILIZED SUBGRADE AS SPECIFIED waft ti �LL N O L N :P(n 00 Z N ^ L LU i LL U Y � -0 IN Y 00 low 00 WQ0 `W co.. W PRELIMINARY FOR REVIEW ONLY o Not for Constr on or Pe 't Purposes O O Engine DAVID C. GREGORY z 22 P.E. No 89296 Date 11/2712 3 Q A A A A ccm: CHRISTIANSON C O M P A N I E S TOMMYS EXPRESS CAR WASH 101 N. PEARSON LANE SOUTHLAKE, TEXAS CAR WASH PAVING & JOINTING PLAN C9 PAVING PLAN SCALE 1 " = 20' ZA23-0073 PLOT DATE: H/C SIGN ( v HANDICAP CROSS HATCH 'F TYPE 1 6'-0" Q W N _ r4" WHITE :Z-1 _ SEE _I SITE PLAN 1 3/8" 61, 1,—O„ 1/8" SLOPE 1/2" R II 3'R a a - a° a ° a h� W a a ° a a a a II PREPARED SUBGRADE NO. 3 BARS AT 18" O.C. N.T.S. 12 CONCRETE CURB 2'-0" TYP. C� ~� STD. 6" CURB 0 0 I o I N I L STD. 6" CURB TYPE 2 ,/ . �l 'ICAL ELEVATION NOSE DOWN TO FINISH GRADE DRI VEWA Y SURFACE STANDARD CURB N❑SING N,T.S, I 9 _ _ L 5 -0 11 L 4 -0 = 1'-0" TYP. 2'-0" TYP. 1'-0" TYP. 2'-0" TYP. C� o o o N tl. tl. N tl. o 1'-0" TYP. It 2'-0" TYP. it 1'-0" TIP. PICK-UP- 0 EXIT f:::' DRIVE-THR -OOQ WINDOW ALL PAVEMENT MARKINGS TO BE WHITE PAVEMENT PAINT, UNLESS STA TED O THER WISE. N.T.S. 13 PAINTED TRAEEIC ARROWS NOT USED N.T.S. 14 NOT USED N.T.S. 110 NOT USED NOT USED SIDEWALK ,SEE SITE PLAN PARKING LOT V CONCRETE SCORE RAMP SLOPES NOT TO EXCEED Q 1: 12 PER ADA REQUIREMENTS I n � VARIABLE -HEIGHT CURB. MATCH o PA VEMEN T HEIGHT A T I DEPRESSED RAMP LO CURB EDGE SIDEWALK 0 CONCRETE CURB (3/8" LIP) STAIN CONTRASTING COLOR (TERRACO TA ) N ONLY ON PRIVATE PROPERTY N.T.S. 8 HANDICAP ACCESS RAMP f1I11111=110:811 0 I N.T.S. 1 5 N.T.S. 1 6 PAINT BACKGROUND BENJAMIN MOORE M58 SAFETY & ZONE MARKING LATEX M58-30 - BLUE PAINT SYMBOL BENJAMIN MOORE M58 SAFETY & ZONE MARKING LATEX M58-01 - WHITE BOTTOM EDGE OF 1'-6" SYMBOL BOX SHALL _ = MATCH END OF STALL STRIPE A T DRIVE PARKING STALL AISLE END OF STALL. N.T.S. 11 HANDICAP PAVEMENT SYMBOL N.T.S. 7 LANDSCAPE AREA `PER PLAN N.T,S. MINIMUM 6" CLEAR FROM TOP SURFACE OF MULCH PLANTER LINED WITH FILTER gACRETE CURB EDGE WALK 6 "x6 "-1.4x 1.4 W. W.F. PER PLAN 1" RADIUS 2 - #4 BARS CONT. PARKING AS SPECIFIED X-X---x I- I I I I I I I I�I •; .. 'III -III O if -1 IIII :' I -III A _—III -III 1 \ f� 4" SAND BASE 1 1/2" DRAIN THRU CURB. 15' O.C. MIN. 2 PER PLANTER. 4" PERFORATED PLASTIC PIPE WITH FILTER SOCK PLANTER & CURBED S/W N.T.S. 2 HEAD OF PARKING STALL _ 2'-6" _ _ 8" _ 6' LONG PRECAST CONC. WHEELSTOP � I PARKING SURFACE & P •I'. ° BASE AS SPECIFIED (2) #4 BARS THRU —I I —I I I I —III- N18 TO PrM. LONG;O 1I- CONC. PAVEMENT, USE EPDXY BONDING AGENT CONCRETE WHEELSTOP N.T.S. 1 3 CONCAVE TOP CONCRETE SURFACE INSTALL YELLOW POST GUARD OVER BOLLARD 6" STEEL PIPE FILLED W/ CONCRETE. PRIMED AND PAINTED SAFETY YELLOW PER A4.0 FINISH SURFACE 18" DIA. CONCRETE FOOTING III II 1II GUARD POST BOLLARD PRELIMINARY FOR REVIEW ONLY o Not for Construction or Permit Purposes 0 O Engineer DAVID C. GREGORY z P.E. No. 89296 Date 05/16/2024 p n AM MA MA AM MA MA MA MA ccm: CHRISTIANSON C O M P A N I E S TOMMYS EXPRESS CAR WASH 101 N. PEARSON LANE SOUTHLAKE, TEXAS CAR WASH CIVIL SITE DETAILS N.T.S. 4 ZA23C1901 73 PLOT DATE: w 0 w J r 0 z SLEEVE FOR CANE BOLT. CONC. FOOTING CONST. JOINTS @ 10'-01, O.C. IVIC 1 HL O/A 1 C (BOX RIB) 4 #4xCONT. E.W. - @ 4'-0" O.C. 8 A r / 20'-0" 6 THICK PCC SLAB W/ UNIX 6"-1.4X1.4 W.W.F. ON 6" GRAVEL BASE. SMALL DUMPSTER ENCLOSURE 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 LBS7SQ. 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 Y4'- MIN., MAX. 7. VERTICAL CONTINUITY OF CELLS SHALL BE UNOBSTRUCTED. MORTAR PROJECTIONS SHALL NOT EXCEED %" 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( ). 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. GATE DETAILS B 4 / I I 0 6" C.F. C10.2 \ / 0 111111-7-71 \ / 91-411 f 7 SEE JAMB DETAIL C10.2 AT RIGHT 023 r N.T.S. 1 9 GATE NOTES: (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. GATE HARDWARE: 1. ALL HARDWARE AND ACCESSORIES SHALL BE HEAVY GALVINIZED. 2, GATE STOP -MUSHROOM TYPE OR FLUSH PLATE WITH ANCHORS SET IN CONCRETE TO ENGAGE THE CENTER DROP ROD OR PLUNGER BAR. 63.4.1 GALV. FRAME TYPE 'B' 1 1/2" DECKING TACK WELD TO FRAME CRIMP EDGES 7/, A HEAD 1110 GALV. PIPE, h ' ` J FASTEN / WELD TO GATE FRAME - TYP. r 611 rr 311 r r 3" NOTE: 3/4"0 SOLID B LATCH PRIME AND PAINT ALL METAL SLIDE BOLT. WORK TO MATCH BLOCK WALL 78„ A WHI TE ON BLUE q ^ II PARKING BY DISABLED L,,D,MI'DNLY BLACK ON WHITE AWAYNE 0"$250.00 W/ 1.5" LETTERS HANDICAP SIGN THIS SIGN TYP @ EACH HANDICAP PARKING SPACE 3" GALVANIZED STEEL POLE r FINISH GRADE CONCRETE o o' HANDICAP SIGN ACCESSIBLE PARKING SIGN SOLID GROUT ALL CORES (2) #5 BARS • / 8" X 8" X 16" C.M.U. COLUMN 5" X 5" X 1/4" T.S EMBEDDED INTO • / FOOTING 12". ATTACH / METAL GATES TO BOTH / SIDES - 6" THK. P.C.C. SLAB ON 6" / AGG. BASE W/ #4xCONT. E.W. @ 4'-011 O.C. _ d C7 • f T � � r a u Pa a a I-1 I I -III a•° 1111 _ rr co J U s 11-411 i DUMPSTER WALL SECTI❑N N.T.S. 1" X 18 GA. METAL DECK 3"X 41'X 1/411 METAL ANGLE FRAME 4 SIDES EA. GATE 2 PAIR MCKINNEY T4B3781 HINGES EA. GATE WELDED TO GATE &POST GROUT SOLID W/ CONCRETE --\ METAL SCREED `� a STUCCO ON METAL LATH \ �• #5 VERT. BAR I �. Z 3/8" DIA. A.B. 14" x 2" @ @ 48" O.C. �� g 16" O.C. VERT., BOLT 00 TO T.S. W/ACORN NUT #5 HORIZ. BARS L ON OUTSIDE @ TOP & MID HGT. \ 811X 811X 1611 511X 5"X 1/4" T.S. W/ 5NIX 511X C.M.U. WALL 1/4" CAP PLATE EMBEDED 12" INTO FOOTING JAMB DETAIL PAINT INSIDE TO MATCH BLDG.- EPDXY PAINT 5NIX 5NIX 1/411 T.S. EMBEDED 12" INTO FOOTING. N.T.S. 10 DUMPSTER ELEVATI❑NS 7 V AMERICANS WITH DISABILITIES ACT (ADA) PARKING SIGN NOTE. SIGNS SHALL BE LOCATED SO THAT THEY CANNOT BE OBSCURED BY A VEHICLE PARKED IN THE SPACE. METAL SIGN BLANK WITH 1 "-RADIUS CORNERS i INTERNATIONAL SYMBOL OF s ACCESSABILITY (BLUE SYMBOL s ON WHITE BACKGROUND) \ o STANDARD GAL VINIZED METAL ° CHANNEL SIGN POST 0 O I VAN ACCESSIBLE ` (WHERE APPLICABLE) o NO TE.• ° INSTALL SIGN IN 1'-0" x 1 '-6" ° CONCRETE FOOTING NO TE.• DETAIL IS MEANT AS A GENERAL GUIDELINE. ° REFER TO LOCAL MUNICIPALITY ° FOR SIGN TYPE, VERBAGE AND DIMENSIONS. N.T.S. I 5 10" (STD) 11" 4" STL. BASE PLATE (WIND) 4' STL. LEVELING PLATE 4" SPACE. NO GROUT 92" BOLT CIRCLE (STD) 11"BOLT CIRCLE (+100 p MPH WIND) p p 4" STL. BASE PLATE (STD) - - 1" (100+ MPH WIND LOADS) ON D _ ' I> A"' THK. LEVELING PLATE. ` 1" DIA. BOLT HOLES (STD) / y 14' DIA. BOLT HOLES (WIND) 4" SO, STL. LIGHT POLE (STANDARD) 5" SO, STL. POLE (100+ WIND LOAD AREAS) 2" HAND HOLE W/ COVER 12" ABOVE BASE BASE PLATE 3" x 3" HOLE IN BASE AND LEVELING PLATE FOR CONDUIT ACCESS (4) 4"X24"X4" ANCHOR BOLTS W/ 2-3/4" MIN. BOLT PROJECTION �' i (STD). "X3611X4" 1 (4) 1 ANCHOR BOLTS W/ CJ 32" MIN. BOLT PROJECTION (100+ MPH WINDS) 2'-611 HIGH RIGID FIBER FORM = (SONOTUBE) FORM FILLED WITH CONCRETE. TOP OF PAVEMENT w (4) #5 BARS w/ #3 TIES @ 1211 - Q M LOCATE ALTERNATE LOCATIONS FROM A.B. cc:O 311 a HEAVY WALL CONDUIT EXTEND _ III N TO BUILDING ELECT. SERVICE o I: :III= � � o Illlll \ NOTES coi 1. FOUNDATION SHOWN IS A TYP. I I� DESIGN. WIND LOADS OF MORE /\� 1 II THAN 100 MPH & UNSTABLE SOIL O -III- \/ -� CONDITIONS MAY REQUIRE AN - ALTERNATE DESIGN. VERIFY CONDITION OF SOILS WITH SOILS z REPORTS. 2. FOUNDATIONS SHALL EXTEND FOUNDATION BELOW FROST DEPTH PER LOCAL CODES. LIGHT POLE E❑UNDATI❑N N.T.S. 6 LHINLU, rhIlVILU METAL GATE. DUMPSTER WALL TO BE STONE AND ROCK TO C? MATCH BUILDING. q CID CID ALLOWABLE SOIL DEPTH PRESSURE (PSF) 8,000 OR GREATER 3'-6" 2,500 TO 8,000 6'-0" 1,500 TO 2,500 7'-6" LIGHT BASEPLATE NOT USED NOTE: STUCCO MAY BE OMITTED IF C.M.U. IS SPLIT FACE BLOCK, SLUMP STONE BLOCK, OR FLUTED BLOCK. PAVEMENT SURFACE AS SPECIFIED LINE OF CONCRETE PEDESTAL FOOTING BELOW 90 MPH WIND LOAD N.T.S. 1 N.T.S. 2 SOLID GROUT ALL CORES #5 HORIZ. BAR @ TOP (TYP.) TIE TO #5 VERT. BARS #5 BARS @ 4811 O.C. CONT. THRU WALL & INTO FTG. W/ 3" HOOK. 811X 8NIX 16" C.M.0 WALL W/ DUR-O-WALL EVERY SECOND COURSE. STUCCO & PAINT TO MATCH BUILDING. #5 HORIZ. BAR @ MID. HGT. TIE TO #5 VERT. BAR (TYP.) 6" THK. P.C.C. SLAB ON 6" AGG. BASE W/ #4xCONT. E.W. @ 4'-011 C.C. 1 _ NOTE: C° FOOTINGS SHALL EXTEND 1811 MINIMUM BELOW ADJACENT FINISH co GRADE/SURFACE _ _ T OR BELOW FROST _-II1�r TOP & BOTTOM DEPTHS PER -1 1 I I� -1 I- LOCAL CODES SEE SOILS REPORT FOR #5 BARS CONT. -` ANY ADDITIONAL co U DESIGN CRITERIA. r r DUMPSTER WALL SECTI❑N N.T.S. 3 = 511X 5NIX 1/4" T.S. EMBEDED 12" INTO FOOTING. N.T.S. WON Ati � 1 � N O O � (D N ti -cl)oo0 •z L 1 � L N W L ti 0� 00 U Y Y L 0 00 00 (4 (fl •• W PRELIMINARY FOR REVIEW ONLY o Not for Construction or Permit Purposes - 0 O Engineer DAVID C. GREGORY z P.E. No. 89296 Date 05/16/2024 m0 -1 M MA MA MA MA 0 MA CHRISTIANSON C O M P A N I E S TOMMYS EXPRESS CAR WASH 101 N. PEARSON LANE SOUTHLAKE, TEXAS CAR WASH CIVIL SITE DETAILS 410m2 ZA23-0073 PLOT DATE: o_ 0 N M 0 N Lo 0 w Z w 0- 73 66 0 N 0 w Q co Q J Q NOTE: CONCRETE FOR THRUST BLOCKS SHALL BE CLASS "B" (4 SACKS) (2000 psi) PLLG I TEE Dtr tr D /D n C D _ tr. ° ° X D = tr „X" a "A" 2,000 psi CONCRE BEND - BLOCKING TABLE DIMENSION "X" TO BE A MINIMUM OF 1', BUT IS TO BE INCREASED WHERE NECESSARY TO PROVIDE BEARING AGAINST UNDISTURBED TRENCH WALL. PLUGS & TEES PIPE SIZE DIM. A" MIN. MAX „B. MIN. MAX. „C„ MIN. MAX. D" MIN. MAX. „E„ MIN. MAX. AREA VOL. AREA VOL. AREA VOL. AREA VOL. AREA VOL. 4" 1'-0" 1'-0" 0.83 0.05 1'-0" 0.83 0.05 1'-0" 0.83 0.05 1'-0" 0.83 0.05 1'-0" 0.83 0.05 6" V-6" 1'-0" 1.06 0.09 V-2" 1.50 0.09 1'-0" 0.83 0.05 1'-0" 0.83 0.05 1'-0" 0.83 0.05 8" 1'-6" 1'-3" 1.89 0.11 1'-6" 2.66 0.16 1'4" 1.44 0.08 1'-0" 0.83 0.05 1'-0" 0.83 0.05 101.V-6" V-9" 2.95 0.17 2'-0" 4.17 0.24 V-6" 2.26 0.13 V-3" 1.15 0.07 1'-0" 0.83 0.05 12" V-6" 2'-0" 4.25 0.24 2'-3" 6.00 0.34 1'-9" 3.25 0.18 V-3" 1.65 0.10 1'-0" 0.83 0.05 16" 2'-0" 2'-7" 7.34 0.56 T-O" 10.65 0.79 2'-3" 5.76 0.43 V-8" 2.94 0.22 V-2" 1.48 0.11 18" 2'4- 2'-11" 7.70 0.57 T-8" 10.89 0.82 2'-6" 5.89 0.44 1'-10" 3.01 0.22 V-5" 1.51 0.11 20" 2'-0" 3'4" 3.70 0.59 T-9" 11.12 0.59 2'-9" 6.01 0.45 2'4" 3.07 0.23 V-7" 1.54 0.12 24" T-0" T-8" 11.33 0.84 4-4- 16.00 1.20 T-2" 8.65 0.65 2'-6" 4.42 0.33 1'-10" 2.22 0.17 NOTE: CALCULATIONS IN MINIMUM AREA COLUMN ARE IN SQUARE FEET. CALCULATIONS IN MAXIMUM VOLUME COLUMN ARE IN CUBIC YARDS. CONCRETE THRUST BLOCKING 2,000 psi CONCRETE "D" + 6" MINIMUM OR TO UNDISTURBED SOIL MAIN 2'-0" aVARIES TYPICAL SEE PLAN PIPE SIZE L MAX. L MAX. L MAX. L MAX. VOL. VOL. VOL. VOL. 6" 0.42 0.02 0.45 0.02 0.50 0.02 1.00 0.04 8" 0.42 0.02 0.45 0.02 0.80 0.04 1.40 0.06 10" 0.42 0.03 0.58 0.03 1.15 0.06 2.03 0.11 12" 0.42 0.04 0.73 0.05 1.43 0.09 2.53 0.17 16" 0.42 0.08 0.74 0.14 1.48 0.27 2.61 0.48 18" 0.66 0.14 1.30 0.28 20" 0.77 0.18 1.53 0.36 z w o z o o 18" 0.88 0.18 1.74 0.37 a o Y a Y 20" 1.03 0.24 2.04 0.38 W w W w o 18" 1.05 0.22 2.03 o 0.43 `o com U m 20" 1.20 0.28 2.38 0.56 + 1 CONCRETE CRADLE AT VERTICAL BENDS NOTE: MEGA LUG RETAINER GLANDS SHALL BE USED ON ALL FITTINGS AND BENDS BLOCKING DETAILS 3/8" STEEL (10" OVERLAP) CONCRETE PAD 4" THICK - NON -TRAFFIC D I D I D tr D tr De D a D ° tr D N 9 tr D n D n tr p D D � ° D DD 6 t 2' MIN. NOTE: IN THE EVENT THE TOP OF THE OPERATING NUT IS MORE THAN FOUR FEET (4') DEEP FROM THE EXISTING GROUND ELEVATION, VALVE STEM AND VALVE BOX EXTENSIONS WITH ROCK GUARD SHALL BE FURNISHED BY THE CONTRACTOR TO BRING THE OPERATING NUT TO WITHIN 12"-24" OF THE EXISTING GROUND LEVEL. DUCTILE IRON PIPE CAN BE USED FOR VALVES DEEPER THAN SIX FEET (6). HOWEVER, IN ALL CASES THE TOP SIX FEET SHALL BE AN ADJUSTABLE VALVE BOX. NON -PAVED PAVED LID 4" CONC. SLAB MATCH PAVEMENT THICKNESS GROUND LINE V�PAVEMENT SUBGRADE 13'Max. >/ \\//�//.�/i CTS BACKFILL NATIVE BACKFILL 95% �\ `/ VALVE BOX WITH NECESSARY EXTENSIONS / RESILIENT SEAT VALVE TO BE APPROVED BY CITY BEFORE PURCHASE * CONCRETE PAD REQUIRED WHEN VALVE IN NON -PAVED AREAS " NO BLOCK -OUTS ALLOWED IN PAVEMENT ` ° ° CONCRETE BLOCK °�° ° ° MAIN CURB SHALL BE STAMPED WITH A'V' AT VALVE LOCATIONS WITH 'V' POINTED TOWARDS VALVE. TYPICAL VALVE SETTING AND VALVE BOX 1-1/2" PENTAGON OPERATING 1 OPENS COUNTER CLOCKWISE THE FIRE HYDRANT SHALL NOT BE PAINTED BY THE CONTRACTOR. THE FIRE HYDRANT SHALL REMAIN THE SHOP/FACTORY PRIMER. THE CITY WILL PAINT THE FIRE HYDRANT UPON COMPLETION OF INSTALLATION. NOTE: IN THE EVENT THE TOP OF THE OPERATING NUT IS MORE THAN FOUR FEET (4') DEEP FROM THE EXISTING GROUND 2-2 1/2" DIA. OPENINGS ELEVATION, VALVE STEM AND VALVE BOX EXTENSIONS SHALL NATIONAL STANDARD "" STANDARD HYDRA-STORZ CONNECTION BE FURNISHED BY THE CONTRACTOR TO BRING THE OPERATING THREAD POUR CONCRETE PAD TO BURY FOR 5" FIRE HOSE WITH STAINLESS NUT TO WITHIN 12"-24" OF THE EXISTING GROUND LINE OF FIRE HYDRANT. NO MORE STEEL BUTTERFLY FLAPS OR APPROVED LEVEL. DUCTILE IRON PIPE CAN BE USED FOR VALVES DEEPER THAN ONE EXTENSION SHALL BE USED EQUIVALENT (FACING STREET OR FIRE LANE). THAN SIX FEET (6). HOWEVER, IN ALL CASES THE TOP SIX FEET TO GET TO PROPER GRADE. IF ONE HYDRO-STORZ IS NOT TO BE PAINTED SHALL BE AN ADJUSTABLE VALVE BOX. EXTENSION IS USED, CONCRETE SHALL /g" BE POURED TO BURY LINE ON 6" GATE VALVE WITH ADJUSTABLE VALVE BOX EXTENSION. 6 / NOTE: ALL FIRE HYDRANTS WILL BE TX TX 8" CONCRETE PAD MUST BE AT SAME 2"- MIN. EQUIPPED WITH A BREAKAWAY - CONCRETE BLOCK GRADE AS PARKWAY OR ADJACENT SIDEWALKS 5"- MAX. FLANGE. NATURAL GROUND 3/8" STEEL (10" OVERLAP) w " r r D \ EXTEND CONCRETE PAD TO BACK r ` •` . I ° OF CURB IF DISTANCE IS LESS THAN 5 FEET WITH EXPANSION MATERIAL BETWEEN CURB AND PAD NOTE: ALL METAL FITTINGS, VALVES ; D Q g FIRE HYDRANTS, ETC. MUST BE WRAPPED AND TAPED WITH POLYETHYLENE BEFORE z I CONCRETE BLOCKING IS INSTALLED. b NOTE: BLUE REFLECTIVE MARKER ^ v m REQUIRED IN CENTERLINE OF PAVEMENT 0� AT FIRE HYDRANT LOCATION. w m z CRUSHED STONE O OR GRAVEL J (1"x 2" IN SIZE) ° VARIES ` MIN. 2 CUBIC FEET - IF '\ ' - I I f I CONCRETE ' ' M.J. FITTINGS WITH ANCHOR COUPLING THRUST -� + BLOCK �` f CONCRETE HYDRANT BASE (BASE 16" SQUARE x 6" THICK) FLANGED TEE WITH BLOCKING ` `�•`% CONCRETE BLOCKING II THRUST BLOCK STANDARD FIRE HYDRANT ASSEMBLY DETAIL LOCATION AS DIRECTED BY CITY FLANGED VARIES 6" LINE M.J. FLANGED TEE - - WITH BLOCKING FIRE HYDRANT -- t M.J. J. -� I \ D M.J. CONCRETE BASE TRENCH PIPE NOT REQUIRED - FIRE HYDRANT MAY �. %� BE ANCHORED DIRECTLY TO VALVE �\ 6" GATE VALVE WITH BLOCKIN ^ \ PLAN VIEW NOTE: (MARKING) BLUE MARKER SHALL BE PLACED AS CLOSE TO THE CENTERLINE OF THE ROAD AS POSSIBLE. IF THE HYDRANT IS LOCATED AT AN INTERSECTION, THE MARKER SHALL BE PLACED AS NEAR TO THE CENTER POINT OF THE INTERSECTION AS POSSIBLE. THE MARKER SHALL BE OCTAGON OR HEXAGON SHAPED SO AS TO BE VISIBLE FROM ALL SIDES OF AN INTERSECTION. (CHECK WITH THE FIRE SERVICE IF THERE ARE ANY QUESTIONS) NOTE: (LOCATION) NO OBSTRUCTION OF ANY TYPE WILL BE ALLOWED WITHIN (3) THREE FEET OF THE HYDRANT IN ANY DIRECTION. CURB & GUTTER 1'-0" SEE METER BOX TYPE (THIS SHEET) %//\///\///\// � CURB STOP MUST LINE UP WITH HOLE EXISTING W&M \\/// TOWARD OF BOX CUSTOMER SIDE SUBGRADE z WATER MAIN g 1 - m 2" ANGLE METER VALVE cl O FORD BFA 43777WG OR APPROVED EQUAL o (ti i 2" BALL VALVE FORD FB 1000-7G OR APPROVED EQUIVALENT CC x COMPRESSION POLYETHYLENE SDR-9 CLASS 200 ROMAC IND., INC. WATER PIPE STYLE 202 N NYLON COATED SADLE WITH STAINLESS S DEEL STRAPS 2" WATER S E RV I C E (OR APPROVED EQUIVALENT) ROMAC IND., INC. STYLE 101 N NYLON COATED SADDLE WITH STAINLESS STEEL STRAP (OR APPROVED EQUIVALENT)_ GROUND LINE tr Dtr D D D 8 ^ D C z co co 1" BALL VALVE POLYETHYLENE SDR-9 CLASS 200 FORD FB 1000-4G OR APPROVED EQUIVALENT - CC x COMPRESSION WATER MAIN 1" WATER SERVICE 1" ANGLE METER VALVE 1" FORD BA 43444 OR APPROVED EQUAL SEE METER BOX TYPE (THIS SHEET) CURB STOP MUST LINE UP WITH HOLE EXISTING TOWARD CUSTOMER SIDE OF BOX WATER SERVICE NOTES: 1. CURB SHALL BE STAMPED WITH A'W' OR'S' (2" MIN.) AT WATER AND SEWER SERVICE LOCATIONS. 2. ALL POLYETHYLENE COMPRESSION STYLE CONNECTORS SHALL USE STAINLESS STEEL TUBING LINERS OR STIFFENER. GROUND LINE OR STREET SURFACE CONCRETE BLOCK GATE VALVE WITH ADJUSTABLE VALVE BOX-\ s\ SEE METER BOX TYPE (THIS SHEET) TV 2" ANGLE METER VALVE 2" FORD BFA 43777WG OR APPROVED EQUAL M.J. CAP WITH ANCHOR COUPLING 2" DIA. POLYETHYLENE 2 JOINTS C900 PVC SDR-9 CLASS 200 PIPE CONCRETE BLOCKING CONCRETE 2" BALL VALVE BLOCKING PLUG WITH 2" DIA. FORD FB 1000-7G THREADED TAP OR APPROVED EQUAL 2" TEMPORARY BLOW -OFF ASSEMBLY DETAIL APPROVED MATERIALS FOR WATER DISTRIBUTION SYSTEM BRASS CORPORATION STOP 1. ONE INCH STOP AWWA TAPER (C.C.) THREAD. FORD TYPE FB1000-4G OR APPROVED EQUIVALENT 2. TWO INCH STOP AWWA TAPER (C.C.) THREAD FORD FB1000-7G OR APPROVED EQUIVALENT CURB STOP (VALVE) 1. ONE -INCH ANGLE STOP. 2. TWO-INCH ANGLE STOP. FORD BALL TYPE BA 43 444WG FORD BALL TYPE BFA 43 777WG OR APPROVED EQUIVALENT OR APPROVED EQUIVALENT ALL COMPRESSION TYPE TUBING CONNECTORS WILL BE USED WITH STAINLESS STEEL TUBE LINER OR STIFFENER WHEN USED ON POLYETHYLENE TUBING. METER SERVICE LINE MATERIAL 1. METER SERVICE LINE WILL BE ONE -INCH SIZE AND BE POLYETHYLENE TUBING TUBING SDR 9 - 200 PSI RATING. SERVICE TAPPING SADDLES (V-2" ONLY) 1. SERVICE SADDLES SHALL BE DUCTILE IRON ASTM 653, COATED WITH A NYLON FUSED BONDED COATING 10-12 MILS THICK WITH A STAINLESS STEEL STRAP. MANUFACTURED BY THE FOLLOWING MANUFACTURERS OR APPROVED EQUIVALENTS. FORD FS 202 WITH CC THREADS SERVICE TAPPING SLEEVES (4"-12" ONLY) 1. SERVICE TAPPING SLEEVES SHALL BE STAINLESS STEEL WITH STAINLESS BAND. FORD FTSS OR APPROVED EQUIVALENT GATE VALVES (4"-12" ONLY) 1. RESILIENT WEDGE TYPE VALVE WITH CONNECTION CONFIGURATION, i.e. FLGD, OR M.J. FITTINGS SHALL BE LISTED BY THE ENGINEER. APPROVED VALVE MANUFACTURERS ARE LISTED AS FOLLOWS: M & H, MUELLER AND WATEROUS HYDRANTS & VALVES (AMERICAN FLOW CONTROL) PRIOR CITY APPROVAL MUST BE OBTAINED BEFORE VALVES ARE ORDERED BY THE CONTRACTOR. THE CITY WILL DETERMINE IF AN EQUIVALENT PRODUCT MANUFACTURER IS ACCEPTABLE AS AN APPROVED EQUIVALENT FIRE HYDRANTS 1. FIRE HYDRANTS SHALL HAVE 5 1/4" MAIN VALVE, 4 1/2" DIA. PUMPER NOZZLE AND 2-2 1/2" DIA. HOSE NOZZLES WITH NST THREADS AND OPEN COUNTER -CLOCK WISE. THE BURY DEPTH SHALL BE DETERMINED BY ENGINEERS. HYDRANTS TO BE FURNISHED SHALL BE MANUFACTURED BY THE FOLLOWING MANUFACTURERS OR APPROVED EQUIVALENTS. M & H, MUELLER AND WATEROUS HYDRANTS & VALVES 2. ALL FIRE HYDRANTS SHALL BE FURNISHED WITH A STANDARD 4-1/2" x 5" STORZ CONNECTION METER BOX TYPES V - D-16-AMR-ALLIANCE 2" - OUT OF PAVEMENT - D-1730-18-BDSM V-2" - IN PAVEMENT - D-1730-18-BDSM TRAFFIC RATED LID SOUTHLAKE ,r PUBLIC WORKS DEPARTMENT ENGINEERING DIVISION STANDARD CONSTRUCTION DETAILS WATER 0 w Q 0 0 WATER SERVICE DETAILS NOTE: THIS STANDARD DETAIL SHEET IS TO BE USED AS A GUIDE ONLY. CONSULTANTS ARE TO REVIEW AND VERIFY ADEQUACY FOR THEIR PROJECTS. FINAL DESIGN ADEQUACY IS THE RESPONSIBILITY REVISION DATE: OF THE SPECIFIC PROJECT ENGINEER. SEPTEMBER, 2015 WATER DETAILS FILENAME: I SHEET: SD-1 SD-01 WATER.DWG 0 0 w w w N 0 A 0 w O LL MANHOLE INVERT DETAIL (TYPICAL) 12 O'CLOCK (TOP OF PIPE) 10 O'CLOCK 2 O'CLOCK POSITION POSITION SERVICE SERVICE TAP TAP SEWER MAIN CROSS-SECTION OF MAIN TAP POSITION ON SEWER MAIN * * THE TAP POSITION SHALL BE EITHER THE "10 O'CLOCK OR 2 O'CLOCK" POSITION ON THE MAIN * * ENT COUPLING WITH O-RING RUBB GASKET FOR PIPE OTHER TH LAY OR CONCRETE KOR- EAL OR APPROVED EQUAL THNSIDE DROP CONNECTION PIPE SHALL BE THE SAME AS THE INCOMING PIPE 1-fT-VALESS STEEL PIPE \ STRAPS ANCHORED IN WALL WITH 2 STAINLESS STEEL BOLTS AT 2' MAX. SPACING WITH MIN. 2 PER JOINT I� RELINER OR APPROVED EQUAL INSIDE DROP BOWL SECURED WITH r STAINLESS STEEL BOLTS IN' OF 45* BEND DIRECTION _'lc 0�_ TOP VIEW (INTERNAL DROP M.H.) * * NO EXTERNAL DROPS ALLOWED BENCH /4" SERVICE. `SERVICE TO ENTER THE MANHOLE ABOVE THE BENCH ELEVATION MANHOLE MUST BE 5' DIA. WHEN DROP IS USED. V-0" DIA. = FOR DROP MANHOLES 5'-0" DIA. = IF INFLUENT LINE > 8" DIA. 5'-0" DIA. = IF # OF INFLUENT LINES > 2 5'-0" DIA. = IF DEPTH IS 10' OR MORE * * SERVICES INTO THE MANHOLE MUST BE APPROVED PRIOR TO CONSTRUCTION * * 5' DIA. INTERNAL DROP MANHOLE NOTE: CONCRETE TO BE Min. 4,000 psi. DIMENSIONS (IN.) WEIGHT (Ibs) I REFERENCE A O H COVER & FRAME COVER ONLY 39 4/0 31 %2 5 269 162 RE 32 R8 FD I f 1 HJDJ[71L=L�l I 00 MANHOLE COVER AND FRAME SHALL BE CALLED PAMREX OR APPROVED EQUAL COVER AND FRAME SHALL BE MANUFACTURED FROM DUCTILE IRON. COVERS SHALL BE DUALLY HINGED AND INCORPORATE A 90 DEGREE BLOCKING SYSTEM TO PREVENT ACCIDENTAL CLOSURE. COVERS SHALL BE ONE MAN OPERABLE USING STANDARD TOOLS AND SHALL BE CAPABLE OF WITHSTANDING A TEST LOAD OF 80,000 LBS. FRAMES SHALL BE CIRCULAR, INCORPORATE A SEATING RING AND A FITTED PLUG IN EACH HINGE HOUSING, AND BE AVAILABLE IN A 32 INCH CLEAR OPENING. THE FRAME DEPTH SHALL NOT EXCEED 5 INCHES, AND THE FLANGE SHALL INCORPORATE BEDDING SLOTS, BOLT HOLES, AND LIFTING EYES. 0 119010lLTA ll.7zl=1z1&1161:r_1Iw:l=1:lA_T03&KeyA0=1• FRAME WEIGHT: 107 LBS. COVER WEIGHT: 162 LBS. TOTAL WEIGHT: 269 LBS. 32 INCH MANHOLE COVER AND FRAME FOR MANHOLE ADJUSTMENT RINGS, SEE DETAIL THIS SHEET. COVER - SEE DETAIL THIS S MORTAR MANW)LE ADJUTMENT RINGS SEE DETAIL THIS SHE'ZT -I 30" 0 N - 0 a° NOTES: SEE PRECAST MANHOLE DETAIL ° FOR MANHOLE RING AND COVER = a w DETAILS. d COAL TAR COATING — 0 AT MANHOLE LOCATIONS THAT ON OUTSIDE WALL Lu _ OCCUR WITHIN OR UNDER PAVEMENT, THE BACKFILL SHALL BE CEMENT TREATED SAND (CTS), j 6% BY WEIGHT. 0 Q 6" MIN. a 4'-0" OR 5'-0" 6" MIN. � _ cl) MANObTHI GALLY PLACED CONCRETE AS SPECIFIED ` a $ ° 12" NIIN° 6'� �� ✓p�00 U�oj�C�--- 6" FLEX -BASE BEDDING. NCTCOG ITEM 301.5 T-0" MIN. FLEXIBLE BASE, GRADE 2 ELEVATION 4'-0" DIA. = STANDARD MANHOLE 5'-0" DIA. = FOR DROP MANHOLES 5'-0" DIA. = IF INFLUENT LINE > 8" DIA. 5'-0" DIA. = IF # OF INFLUENT LINES > 2 5'-0" DIA. = IF DEPTH IS >10' CAST -IN -PLACE MANHOLE NOTE: 72 HOUR (MIN.) CURE TIME BEFORE BACKFILL NOTE: CONCRETE TO BE Min. 4,000 psi. SANITARY SEWER MANHOLE DETAILS No.5 BAR AT PERIMETER -LAP 10" I I 58" FOR 4' ID M.H. 72 FOR 5' ID M.H. / 86" FOR 6' ID M.H. � VARIES I REBAR PLACEMENT �9" 30 FOR ECCENTRIC OPENING } J No.4 BARS AT 8" ON CENTER BOTH WAYS No.5 BARS AT 6" ON CENTER BOTH WAYS CONCENTRIC FLATTOP NOTE: FOR SEWER MANHOLE CONCRETE SHALL BE 5000 psi REINFORCEMENT BARS SHALL BE GRADE 60 DESIGN FOR H-20 LOADING CONCENTRIC CONE ECCENTRIC CONE ECHPOLYETHYLENE (30") RINGS TO BE BOLTED DOWN WITH III�_, R A ROVED EQUAL 3/4 " ALL THREAD - MIN. 2 BOLTS NO CONC E RISERS RIM ELEVATION J �V 6" - 18" — f I— 6"-8" GRADE RING ADJUSTMENT 7 O4 0 MANHOLE ADJUSTMENT RINGS DETAIL HOLE COVER - SEE DETAIL THIS OLE ADJSTMENT EET SEED:RNDER TE i� MORTAR ATO MAIONS THAT OCCUR WITHIAVEMENT, THE BACKFCEMENT TREATED a 30" SAND WEIGHT.o " " PROVIDED ATEACH TM C-443 2 L DEVICE SHALL BE PROVID f - a FOR EACH N GQhLQ ETE F p PRODUCTS INC. HEWITT, TX, OR EQUAL 7 w w 5" MIN. _ ° W = FLEXIBLE PIPE TO MANHOLE 4'-0" OR 5'-0" - Q -ON.,OR SHALL BE PROVIDED LL OPENINGS. ---COAL TAR COATING PSX-POSITIVES S MANUFACTURED BY S ON OUTSIDE WALL PLACE GROUT > FOR PROPER SEAL GASKET CORP., FOR c INVERT FLOWco WAYNE, INDIANA, OR EQUAL : 0.1 FALL ACROSS MANHOLE } 8 - - - 6LL°off Cp0 pp 6" FLEX -BASE BEDDING. NCTCOG ITEM 301.5 FLEXIBLE BASE, GRADE 2 6" 72" - , 6" ELEVATION 4'-0" DIA. = STANDARD MANHOLE 5'-0" DIA. = FOR DROP MANHOLES 5'-0" DIA. = IF INFLUENT LINE > 8" DIA. 5'-0" DIA. = IF # OF INFLUENT LINES > 2 5'-0" DIA. = IF DEPTH IS >10' PRECAST MANHOLES NOTE: CONCRETE TO BE MIN. 4,000 PSI. * ALL FORCED MAINS SHALL BE A MINIMUM OF 4" DIAMETER. �k ALL WET WELLS AND SEWER LIFT STATIONS SHALL BE "RAVEN" LINED, OR APPROVED EQUAL. �k OUTFALL MANHOLE OF FORCED MAIN SHALL BE "RAVEN" LINED OR APPROVED EQUAL ON THE INTERIOR OF ENTIRE MANHOLE & THE NEXT 3 DOWNSTREAM MANHOLES, OR AS DIRECTED BY THE CITY ENGINEER. NOTE: THIS STANDARD DETAIL SHEET IS TO BE USED AS A GUIDE ONLY. CONSULTANTS ARE TO REVIEW AND VERIFY ADEQUACY FOR THEIR PROJECTS. FINAL DESIGN ADEQUACY IS THE RESPONSIBILITY OF THE SPECIFIC PROJECT ENGINEER. NOTE 1: TEES WILL BE REQUIRED FOR ALL w SEWER SERVICE LINES WHEN z TRENCH WIDTH INSTALLING THE MAIN SWER LINE z (TYP.) % w LL W O w 4" (MIN.) SEWER SERVICE PIPE in % 0 SEE P\ E 1 PLUG �CLEANOUT z w •- Z w Zww / w w a LL 0 N W gy~ m O SEE 1 j TOP VIEW o w PROTECT SERVICE WITH 3 METAL T-POST AND RIBBON RUBBER CAP W/ CLAMP EDGE OF PAVEMENT z c ih CLEANOUT T-WYE 9 45 DEG. BEND 4" (MIN.) SEWER SERVICE PIPE PLUG I I w w SEWER MAIN w Q w CLASS "D" CONCRETE O ELEVATION 0� STANDARD SERVICE CONNECTION — SEWER MAIN RUBBER CAP W/ CLAMP CLEAN OUT AT R.O.W./EASEMENT Z o C7 z 6" 00 in bo CLASS 'D' CONCRETE (MIN.) SEWER SERVICE PIPE — 45 DEG. BEND CLASS'D'CONCRETE WYE PLUG I� z DEEP SERVICE CONNECTION (WHERE SEWER MAIN EXCEEDS 8' FLOW DEPTH) J F z w w �j 3 O d 4" PVC HUB �% 4" PVC SERVICE -45 DEG. BEND CLASS'D'CONCRETE LHDPE SEWER "INSERTA TEE" MAIN CONNECTOR OR APPROVED EQUAL CONNECTION TO HDPE SEWER MAIN NOTE: PVC TO HDPE CONNECTION ADAPTOR SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS SOUTHLAKE PUBLIC WORKS DEPARTMENT I ENGINEERING DIVISION STANDARD CONSTRUCTION DETAILS SEWER SANITARY SEWER DETAILS REVISION DATE: I FILENAME: SHEET: SD-2 SEPTEMBER, 2015 SD-02 SEWER.DWG VARIES (94' - 100') VARIES 25'-0" 13'-0" 35'-0" VARIES y 6" 12'-0" 12'-0" 6" 6-6" 6-6" 6" 12'-0" 12'4" 6" —6'-2"- 3: O D: 12" 8" (min.) Portland Cement Concrete 2" sawed construction joint _12"_ ------ 12" 8" (min.) Portland Cement Concrete 2" sawed construction joint 12" (3,600 psi at 28 days) (3,600 psi at 28 days) all. — — 'ill, 1/4" per 1' #4 Bars ` 1/4" per 1' 1/4" per 1' #4 Bars 1/4" per V 2%Slope 24" O.C. each way �— 2%Slope 24" o.c. each way /. \ /: I S/ope Slope to R.O.W. f . \ . o i, - '' , A TPrime Coat -Emulsion Subgrade shall be stabilized to a depth of 6" min. The prime coat should be directly on top of Stabilization shall extend V-0" from back of curb. Embankment to be compacted in accordance subgrade and extend through curb. The (See Notes 9 & 10) cost of furnishing and installing the prime with City of Southlake Standard Specifications coat shall be considered subsidiary to the unit prices bid for Portland Cement Concrete. TYPICAL BOULEVARD SECTION VARIES VARIES 67'-0" 6" 14'-0" 12'-0" T-0" T-0" 12'4" 14'4" - 6" 6'-2" O 8" (min.) Portland Cement Concrete 2" sawed or formed —12"— (3,600 psi at 28 days) longitudinal joint _12"_ 2" sawed construction ! 5" Parabolic Crown #4 Bars joint at quarter points ill. — =7� / 24"o.c. each way 1/4" to 1' 1/4" per 1' Slope to R.O.W. - - - - Prime Coat - Emulsion Monolithic The prime coat should be directly on top of Curb subgrade and extend through curb. The cost of furnishing and installing the prime coat shall be considered subsidiary to the Embankment to be compacted in accordance Subgrade shall be stabilized to a depth of 6" min. with City of Southlake Standard Specifications Stabilization shall extend V-0" from back of curb. unit prices bid for Portland Cement Concrete. p (See Notes 9 & 10) TYPICAL SECTION 67' STREET 811 (MIN.) PORTLAND CEMENT CONCRETE VARIES 60' - Commercial 60' Industrial 70' - 84' Collector VARIES 37'4" VARIES _6" - 18'-0" 18'-0" - 6" T-6"� 8" (min.) Portland Cement Concrete 2" sawed or formed _12"_ (3,600 psi at 28 days) longitudinal joint —12"- 5" Parabolic Crown #4 Bars 2" sawed construction 01, 24"o.c. each way joint at quarter points 1/4" to 1' 1/4" per T Slope to R.O.W. / - s�� Tom• ^ S/Ope �to_ L Prime Coat - Emulsion Monolithic The prime coat should be directly on top �of ali, Curb subgrade and extend through curb. The�— cost of furnishing and installing the prime Subgrade shall be stabilized to a depth of 6" min. coat shall be considered subsidiary to the Embankment to be compacted in accordance Stabilization shall extend V-0" from back of curb. unit prices bid for Portland Cement Concrete. with City of Southlake Standard Specifications (See Notes 9 & 10) TYPICAL SECTION 37' STREET 811 (MIN.) PORTLAND CEMENT CONCRETE FELT EXPANSION JOINT FILLER FILL WITH JOINT SEALER T/2 2" LUBRICATE THIS END EXPANSION CAP 1 1/4" 1„ 3/4" DIA. SMOOTH DOWEL J 30" LG., 12"O.C. TYPE A EXPANSION JOINT (300' MAXIMUM SPACING) FILL WITH JOINT SEALER `1/8" RAID. 1/4" 1 1/2„ �7L" NO METAL KEYWAYS 5/8" TYPE B LONGITUDINAL JOINT VARIES S/ope to R O � GENERAL NOTES 1. ON CONCRETE STREETS ALL INLETS SHALL BE SEPARATED FROM THE PAVEMENT AND CURB BY BOXING OUT AROUND INLET AS SHOWN. EXPANSION JOINT MATERIAL SHALL EXTEND COMPLETELY THROUGH CURB AND SLAB. WHEN A JOINT FALLS WITHIN 5 FEET OF INLETS, MANHOLES OR OTHER STRUCTURES, CONTRACTOR SHALL ADJUST TRANSVERSE SAW JOINTS TO FALL ON CORNERS OF RECTANGULAR STRUCTURES OR AT CENTER OF ROUND STRUCTURES. 2. NO BLOCKOUTS FOR MANHOLES, JUNCTION BOXES, VALVES, ETC. UNLESS APPROVED BY THE CITY ENGINEER. 3. ALL REINFORCING STEEL SHALL BE DEFORMED BARS. REINFORCING STEEL SHALL BE PLACED PROVIDING A MINIMUM OF 2" CLEARANCE FROM ALL FORMS. REINFORCING STEEL SHALL BE PLACED IN THE CENTER OF THE PAVEMENT THICKNESS. 8" PAVING MIN. REINF. - NO. 4 BARS AT 24" O.C. EACH WAY 6" PAVING MIN. REINF. - NO. 3 BARS AT 18" O.C. EACH WAY O 4. WHERE REINFORCING BARS ARE SPLICED, A 30" LAP SHALL BE USED. 5. TYPE C TRANSVERSE CONTRACTION JOINTS SHALL BE ON 15 FT CENTERS. 6. ALL CONCRETE SHALL BE CLASS W CONCRETE (3,600 PSI AT 28 DAYS) UNLESS OTHERWISE NOTED. 7. AN APPROVED WHITE PIGMENTED CURING COMPOUND SHALL BE APPLIED TO THE SURFACE OF THE CONCRETE AS SOON AS IT HAS BEEN POURED AND FINISHED. 8. LONGITUDINALLY PLACED DOWELS SHALL BE PROVIDED AT 12" ON CENTER WHEN POURING HALF STREET. 9. SUBGRADE STABILIZATION PERCENT, RATE, AND THICKNESS WILL DEPEND ON GEOTECHNICAL REPORT SUBMITTED TO CITY ENGINEER AND SHOWN ON PLANS. 10. PRIME COAT TO RETAIN BETWEEN OPTIMUM AND +4% MOISTURE DURING CURE TIME. 11. SEAL ALL VOIDS AND HONEYCOMBS AT ALL CURBS BEFORE PLACING BACKFILL. 12. \ PAVEMENT THICKNESS TO BE APPROVED BY THE CITY ENGINEER. 13. EXPANSION JOINT MAXIMUM SPACING SHALL BE 300 FEET. 14. ALL CONSTRUCTION OF SIDEWALKS, CROSSWALKS, ETC. WITHIN THE CITY OF SOUTHLAKE ROW SHALL CONFORM TO TEXAS DEPARTMENT OF LICENSING AND REGULATION (TDLR) STANDARDS AND MEET TEXAS ACCESSIBILITY STANDARDS (TAS). 15. CONSTRUCTION OF "BARRIER FREE RAMPS" WITHIN THE RIGHT-OF-WAY WILL BE THE RESPONSIBILITY OF THE CONTRACTOR AT THE TIME OF PUBLIC IMPROVEMENTS. BARRIER FREE RAMPS SHALL BE CONSTRUCTED TO TEXAS DEPARTMENT OF TRANSPORTATION PEDESTRIAN FACILITIES STANDARD DETAILS PED-05, MOST RECENT REVISION. WALK PROPERTY LINE DOWEL INTO EXISTING PAVEMENT (6" MIN.) TOOL JOINT A� FLOW LINE kPERED CURB :CTION SAWED CONSTRUCTION JOINT �18" FROM BACK OF CURB OR VARIES EDGE OF PAVEMENT FLOW LINE STEEL REINFORCED CONCRETE WITH BACK OF CURB OR #3 BARS ON 18" CENTERS BOTH WAYS EDGE OF BEND #3 BARS ALONG RADII PAVEMENT IF NONE EXISTS 2% CROSS -SLOPE (MAX.) VARIES A-] PLAN VIEW NOTE: CONSTRUCTION OF "BARRIER FREE RAMPS" WITHIN THE RIGHT-OF-WAY WILL BE THE RESPONSIBILITY OF THE CONTRACTOR AT THE TIME OF PUBLIC IMPROVEMENTS. BARRIER FREE RAMPS SHALL BE CONSTRUCTED TO TEXAS DEPARTMENT OF TRANSPORTATION PEDESTRIAN FACILITIES STANDARD DETAILS PED-05, MOST RECENT REVISION. WALK PROPERTY LINE w1 z J' z Q F J Z Z O W Z F- a w0 wZ J w O 00 o_ w a O z w o_ z X z X LL O u~i w Ww LLO m 12" f a TOP OF APPROACH 0 1/4"/FT. MIN. 6' .• o o Q Q Q Q Q 1 1__./FT. MAX. 6,. 0 0 ��\,,. \.. oo. oo. o '%O��iOO�O��i�ii f \\\i\�\i\�\i\�\i\�\\\\i\�\i\�\i\�\i\�`i\�� SECTION A —A DESIGN CRITERIA RESIDENTIAL COMMERCIAL RADIUS MIN. 5'- MAX. 10' MIN. 10'- MAX. 30' APPROACH THICKNESS 6" 6" OR THICKNESS OF STREET DRIVE WIDTH 12'-20' 24'-40' ** DO NOT CUT TRANSITIONS TO CURB INLETS! RADIUS SHOULD START 10' FROM UPSTREAM SIDE OR 5' FROM DOWNSTREAM SIDE OF INLET. STANDARD DRIVE APPROACH NO SCALE 9'-6" 31'4" 9'-6" 6" 15'-0" 15'-0" 6" 3'-6" O O 6" (min.) Portland Cement Concrete 12" f (3,600 psi at 28 days) _ 12" 2" sawed or formed li. 1/4" er 1' 5" Parabolic Crown `longitudinal joint #3 Bars p ,�li, f/ — 18" o.c. each way 1/4" to 1' Slope to R.O.W. Monolithic �� Curb Prime Coat - Emulsion Subgrade shall be stabilized to a depth of 6" min. The prime coat should be directly on top Stabilization shall extend V-0" from back of curb. of subgrade. The cost of furnishing and (See Notes 9 & 10) installing the prime coat shall be Embankment to be compacted in accordance considered subsidiary to the unit prices with City of Southlake Standard Specifications bid for Portland Cement Concrete. TYPICAL SECTION 31' STREET 611 (MIN.) PORTLAND CEMENT CONCRETE FILL WITH JOINT SEALER 2" I �I .. T . ♦ 1 /8" TO 1/4" � T TYPE C SAWED JOINT FILL WITH JOINT SEALER 1/8" RAID, T/2 T / NO METAL KEYWAYS L DEFORMED TIE BARS 1/2" DIA. 30" LG., 24"O.C. TYPE E TIE TRANSVERSE CONSTRUCTION JOINT ali, s/ope to R o � NOTE: THIS STANDARD DETAIL SHEET IS TO BE USED AS A GUIDE ONLY. CONSULTANTS ARE TO REVIEW AND VERIFY ADEQUACY FOR THEIR PROJECTS. FINAL DESIGN ADEQUACY IS THE RESPONSIBILITY OF THE SPECIFIC PROJECT ENGINEER. SOUTHLAKE PUBLIC WORKS DEPARTMENT I ENGINEERING DIVISION STANDARD CONSTRUCTION DETAILS PAVING CONCRETE PAVING DETAILS REVISION DATE: I FILENAME: I SHEET: SD-3 SEPTEMBER, 2015 SD-03 PVMT—C.DWG VARIES R.O.W. R.O.W. O O d O O d 10'-0" VARIES 10'-01, 10'-0" 30'-0" 10'-0" 4'-0" 1'-6" 2'-0" SLOPE VARIES 2" HOT MIX ASPHALTIC CONCRETE (FINE GRADED SURFACE COURSE) (TYPE 'D') 6" HOT MIX ASPHALTIC CONCRETE (COARSE GRADED BINDER) (TYPE 'B') INSTALLED IN 2" LIFTS. 6" PARABOLIC CROWN 1/4+PERFT. 4"PORTLAND CEMENT CONCRETE SIDEWALK. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 P.S.I. AND A MINIMUM CEMENT SUBGRADE STABILIZATION SHALL BE 6" MIN. DEPTH. CONTENT OF 5.0 SACKS PER CUBIC YARD STABILIZATION SHALL EXTEND V-0" FROM BACK OF CURB. REINFORCING OF SIDEWALK SHALL BE AS SHOWN ON SIDEWALK DETAIL TYPICAL SECTION HMAC COLLECTOR STREET NOT TO SCALE "W+2R" v 0 G VARIES TACK COAT THE COST OF FURNISHING AND INSTALLING THE ASPHALT TACK COAT SHALL BE CONSIDERED SUBSIDIARY TO THE UNIT PRICES BID FOR HOT MIX ASPHALTIC CONCRETE. _ STANDARD 30" CURB AND GUTTER (SEE DETAIL THIS SHEET) 6" MIN. PRIME COAT - EMULSION THE PRIME COAT SHOULD BE DIRECTLY ON TOP OF SUBGRADE AND EXTEND THROUGH THE CURB. THE COST OF FURNISHING AND INSTALLING THE ASPHALT PRIME COAT SHALL BE CONSIDERED SUBSIDIARY TO THE UNIT PRICES BID FOR HOT MIX ASPHALTIC CONCRETE. ALL CONCRETE FOR VALLEY GUTTERS SHALL BE CLASS "C" CONCRETE (3,600 PSI AT 28 DAYS). TYPICALVALLEY GUTTER PLAN FOR 8" THICK PAVING, REINFORCING STEEL SHALL BE NO. 4 BARS ON 24" CENTERS BOTH WAYS. NO SCALE FOR 6" THICK PAVING, REINFORCING STEEL SHALL BE NO. 3 BARS ON 18" CENTERS BOTH WAYS. SUBGRADE SHALL BE THE SAME AS H.M.A.C. STREET. AN APPROVED WHITE PIGMENTED CURING COMPOUND SHALL BE APPLIED TO THE SURFACE 8'-0" OF THE CURB AND GUTTER AS SOON AS IT HAS - - POURED AND FINISHED. 4-4-BEEN 1" v v _ � j ° e • v SEE REINFORCING NOTES SECTION B-B NO SCALE 41 NOTE: CURB SHALL BE STAMPED WITH A 'W', 'S', 'MH', OR'V' (2"min) AT WATER AND SEWER SERVICE LOCATIONS, MANHOLES, OR VALVES. 1'-6" 2'-0" 15'-0" 15'-0" 2" HOT MIX ASPHALTIC CONCRETE (FINE GRADED SURFACE COURSE) TACK COAT (TYPE 'D') THE COST OF FURNISHING AND INSTALLING THE ASPHALT TACK COAT SHALL BE CONSIDERED 4" HOT MIX ASPHALTIC CONCRETE SUBSIDIARY TO THE UNIT PRICES BID FOR HOT ( MIX ASPHALTIC CONCRETE. COARSE GRADED BINDER) i (TYPE 'B') STANDARD 30" CURB AND GUTTER (SEE DETAIL THIS SHEET) SLOPE 5" PARABOLIC CROWN 1/4" PER FT. SUBGRADE STABILIZATION SHALL BE 6" MIN. DEPTH. STABILIZATION SHALL EXTEND 1'-0" FROM BACK OF CURB. TYPICAL SECTION 30' HMAC STREET NOT TO SCALE 2'-6" I 8" 2" 6" ALL CONCRETE FOR CURB & GUTTERS SHALL BE -- CLASS "C" CONCRETE (3,600 PSI AT 28 DAYS). M REINFORCING STEEL SHALL BE THREE (3) NO. 4 v ° ° is BARS LONGITUDINALLY PLACED AS SHOWN IN ° DETAIL. MAINTAIN 2" COVER. zo + SUBGRADE SHALL BE THE SAME AS H.M.A.C. ° v v STREET. � v ° F AN APPROVED WHITE PIGMENTED CURING COMPOUND SHALL BE APPLIED TO THE SURFACE OF THE CURB AND GUTTERS AS SOON AS IT HAS BEEN POURED AND FINISHED. 3-N0.4 BARS TYPICAL SECTION STANDARD 3011 CONCRETE CURB & GUTTER EXPANSION JOINT(PREMOLDED ASPHALT BOARD) ON 40' CENTERS MAXIMUM CONTROL JOINTS REQUIRED EVERY 10' `3" 1'-6" 12" 3"_ a v io v v a ° a a v v NO.3 BARS ON 12" CENTERS REINFORCING STEEL SHALL BE TWO (2) NO. 3 BARS LONGITUDINALLY PLACED AS SHOWN IN DETAIL. AN APPROVED WHITE PIGMENTED CURING COMPOUND SHALL BE APPLIED TO THE SURFACE OF THE CURB AND GUTTER AS SOON AS IT HAS BEEN POURED AND FINISHED. TYPICAL SECTION STANDARD 18" RIBBON CURB EXPANSION JOINT(PREMOLDED ASPHALT BOARD) ON 40' CENTERS MAXIMUM CONTROL JOINTS REQUIRED EVERY 10' a T6" MIN. T PRIME COAT - EMULSION THE PRIME COAT SHOULD BE DIRECTLY ON TOP OF SUBGRADE AND EXTEND THROUGH THE CURB. THE COST OF FURNISHING AND INSTALLING THE ASPHALT PRIME COAT SHALL BE CONSIDERED SUBSIDIARY TO THE UNIT PRICES BID FOR HOT MIX ASPHALTIC CONCRETE. GENERAL NOTES 1. REFER TO NORTH CENTRAL TEXAS COUNCIL OF GOVERNMENTS (NCTCOG) "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION" (ITEM 2.4.13 FOR SPECIFICATIONS FOR TYPE B AND TYPE D HOT MIX ASPHALTIC CONCRETE. 2. EXPANSION JOINT MATERIAL SHALL EXTEND COMPLETELY THROUGH CURB. 3. ALL REINFORCING STEEL SHALL BE DEFORMED BARS. REINFORCING STEEL SHALL BE PLACED PROVIDING A MINIMUM OF 2" CLEARANCE TO THE SURFACE OF THE CONCRETE. 4. WHERE REINFORCING BARS ARE SPLICED, A 30" LAP SHALL BE USED. 5. ALL CONCRETE SHALL BE CLASS C (3,600 PSI AT 28 DAYS) UNLESS OTHERWISE NOTED. 6. AN APPROVED WHITE PIGMENTED CURING COMPOUND SHALL BE APPLIED TO THE SURFACE OF THE CONCRETE AS SOON AS IT HAS BEEN POURED AND FINISHED. 7. SUBGRADE STABILIZATION PERCENT, RATE, AND THICKNESS WILL DEPEND ON GEOTECHNICAL REPORT SUBMITTED TO CITY ENGINEER AND SHOWN ON PLANS. 8. SEAL ALL VOIDS AND HONEYCOMBS AT ALL CURBS BEFORE PLACING BACKFILL. SOUTHLAKE PUBLIC WORKS DEPARTMENT ENGINEERING DIVISION STANDARD CONSTRUCTION DETAILS PAVING NOTE: THIS STANDARD DETAIL SHEET IS TO BE USED AS A GUIDE ONLY. CONSULTANTS ARE TO REVIEW AND VERIFY ADEQUACY FOR THEIR PROJECTS. FINAL DESIGN ADEQUACY IS THE RESPONSIBILITY REVISION DATE: OF THE SPECIFIC PROJECT ENGINEER. SEPTEMBER, 2015 HMAC PAVING DETAILS FILENAME: I SHEET: SD-4 SD-04 PVMT—H.DWG Q LO M 00 LO 0 N 0) 0 W Q u7 Q J 0 FL LO 0 0 u7 CO W_ WALK PROPERTY LINE DOWEL INTO EXISTING PAVEMENT (6" MIN.) TOOL JOINT A� SAWED CONSTRUCTION JOINT �18" FROM BACK OF CURB OR ' VARIES EDGE OF PAVEMENT ✓ LINE FLOW LINE I 4PERED CURB STEEL REINFORCED CONCRETE WITH BACK OF CURB OR =CTION #3 BARS ON 18" CENTERS BOTH WAYS EDGE OF BEND #3 BARS ALONG RADII PAVEMENT IF NONE EXISTS NOTE: CONSTRUCTION OF "BARRIER FREE RAMPS" WITHIN THE RIGHT-OF-WAY WILL BE THE RESPONSIBILITY OF THE CONTRACTOR AT THE TIME OF PUBLIC IMPROVEMENTS. BARRIER FREE RAMPS SHALL BE CONSTRUCTED TO TEXAS DEPARTMENT OF TRANSPORTATION PEDESTRIAN FACILITIES STANDARD DETAILS PED-05, MOST RECENT REVISION. 2% CROSS -SLOPE (MAX.) VARIES A-] PLAN VIEW WALK PROPERTY LINE NOTES: 1. ALL SIDEWALKS SHALL BE BUILT AT AN ELEVATION THAT WILL NOT IMPEDE OR BE OTHERWISE DETRIMENTAL TO PROPER LOT DRAINAGE, WITH NATURAL GRADE PREFERRED. 2. ALL CONSTRUCTION OF SIDEWALKS, CROSSWALKS, ETC. WITHIN THE CITY OF SOUTHLAKE ROW SHALL CONFORM TO TEXAS DEPARTMENT OF LICENSING AND REGULATION (TDLR) STANDARDS AND MEET TEXAS ACCESSIBILITY STANDARDS (TAS). 3. SIDEWALK SECTION THRU DRIVEWAY TO BE POURED SAME THICKNESS AS DRIVEWAY APPROACH AND PAID FOR AS DRIVEWAY APPROACH. 4. ALL SIDEWALKS SHALL BE CONSTRUCTED AS SHOWN IN THE SIDEWALK ORDINANCE # 683. 5. ALL DRIVEWAYS SHALL BE REINFORCED WITH NO. 3 BARS ON 18" CENTERS. 6. FOR RAMP DESIGN, REFER TO TxDOT STANDARD DETAIL PED-05, MOST RECENT VERSION. NO. 3 DEFORMED REBAR MONOLITHIC BROOM FINISH ON 24" CENTERS BOTH WAYS SUPPORTED BY PLASTIC CHAIRS VARIES 3" 3" (5' MIN. @ BACK OF CURB) MAX. MAXI SMOOTH EPDXY DOWELED CONST. JOINT s s s 4" -} 5" 3000 P.S.I. @ 28 DAYS CONCRETE SECTION C-C CUSHION SAND - 2" MAX. SIDEWALK DETAIL N.T.S. NOTE: Provide Expansion Joint Only If Connecting To Existing Concrete Drive i A R.O.W. i Standard Sidewalk = 12'- 20' Residential 24'- 40' Commercial I Red. = 5'- 10' (Residential) Rad. = 5'- 10' (Residential) Rad. = 15' - 30' (Commercial) Rad. = 15' - 30' (Commercial) 6" Standard Curb & Gutter \ I 24" Exp. Joint I �Exp. Joint PLAN - A PARKWAY WIDTH .A.. "B"24"I Sidewalk 1'-3" Laydown 1/4"per Foot Slope _� Curb 3/4' Rise at Edge Of Gutter 6" . A a 6" \\R.O.W. • aa►�►►►►►►�►y7 PARKWAY WIDTH "A" "B" I Ize ub"g"ra'de""'See Standard Curb Section 10' 1' 9 *ta llluiun" 11',12',13',14' V to 4' 10' 15',16',17',18',19 3' to 4' 12' 20''21''22' 5' to 7' 15' SECTION A —A LAYDOWN CURB & DRIVEWAY N.T.S. EXPANSION JOINT FILLER #3 BARS @ 1 FUTURE PAVEMENT t 5 2" O.C. CONCRETE PAVEMENT IVARIES 9" SOUTHLAKE E BLVI � 24" 8" 1100 1200 ( EXAMPLE SIGN) CONCRETE HEADER DETAIL N.T.S. WHITE WHITE FIELD WHITE LETTERS (TYPE "B" HIGHWAY GOTHIC) in 1" GREEN CREST � GREEN FIELD } D N= 6"� 12" � • 3"o) co I D D 1 °' #4 BAR a o� Lq U 0.7" 6.6" 3.6" VARIES 2" VARIES 2" VARIES 3.6" y = 8 = _ _ _ _ = VARIES = _ _ _ _ � 30" / VARIES #3 BARS @ 24" O.C.J EACH WAY TYPICAL STREET SIGN DETAIL TYPICAL SECTION MONOLITHIC LAID DOWN CURB Note: Curb shall be stamped with a 'W', 'S', 'MH', or'V' (2"min.) at water and sewer service locations, manholes, or valves. An approved white pigmented curing compound shall be applied to the surface of the curb as soon as it has been poured and finished. 1. BARRIER SHALL CONFORM TO THE TEXAS MUTCD, CURRENT REVISION. 2. LENGTH SHALL BE GIVEN ON PLANS IN MULTIPLES OF 4 FEET. 3. VERTICAL SUPPORTS MAY BE OF EQUAL ALTERNATE DESIGN APPROVED BY THE ENGINEER. 4. MINIMUM LENGTH SHALL BE STREET WIDTH MINUS TWO (2) FEET. 5. EACH ROADWAY OF A DIVIDED HIGHWAY SHALL BE BARRICADED IN THE SAME MANNER. 0 0 0 0 1-1/2" SQUARE PERFORATED TUBING Width of reflective sheeting 7" min. o� \ 0 8 } 5" _ 2�.4.� JI� 1-1 O � 1-3/4" SQUARE PERFORATED TUBING 6' OO — O TYPICAL STRIPING DETAIL o FOR BARRICADE RAIL 1 4' (TYP.) 3/8" DIA. BOLT 0 2"X8" BOARD (TYP.) GROUND LEVEL TYPICAL PANEL DETAIL FOR POST TYPE BARRICADES 8" —2 6" 2" R R f � 6" 4" R J #3 Bars varies T%2 �3"y � 1 TYPICAL SECTION MONOLITHIC CURB SEE "GENERAL NOTES" ON CONCRETE PAVING DETAIL SHEET 0 O a W 0 O N z O O � pLL O M r NON -REINFORCED CONCRETE OR HIGH DENSITY FOAM TYPICAL SQUARE POST AND FOOTING DETAIL END OF ROAD BARRICADE DETAIL N.T.S. BACK OF CURB " BACK OF INLET TYPE "A" TYPE "A" EXPANSION EXPANSION JOINT O JOINT 30"� TYPE "E" CONSTRUCTION JOINT � CONCRETE PAVEMENT 3/4 DEFORMED DOWELS 12" O.C., 18" MIN. LENGTH INLET BLOCKOUT N.T.S. GROUND LINE V MIN. FACE CURB CURB AND GRANULAR � GUTTER TOP CURB J MATERIAL TAMPED IN LIFTS NOT EXCEEDING Z12" LOOSE _ _ �— WASHED ROCK M I PER ITEM 402 ? INSTALL NON -WOVEN I ENGINEERING GEOTEXTILE ci I 6 FABRIC NEEDLE PUNCH POLYESTER ALL AROUND L- 3/4" WASHED ROCK 1' PERFORATED PIPE MUST BE GREATER WITH LATERALS UNDER PAVEMENT TOP OF WASHED ROCK MUST BE AT LEAST THE SAME LEVEL AS THE BOTTOM OF THE PAVEMENT TYPICAL UNDERDRAIN N.T.S. SOUTHLAKE 'Ll PUBLIC WORKS DEPARTMENT ENGINEERING DIVISION STANDARD CONSTRUCTION DETAILS PAVING NOTE: MISCELLANEOUS PAVING DETAILS THIS STANDARD DETAIL SHEET IS TO BE USED AS A GUIDE ONLY. CONSULTANTS ARE TO REVIEW AND VERIFY ADEQUACY FOR THEIR PROJECTS. FINAL DESIGN ADEQUACY IS THE RESPONSIBILITY REVISION DATE: I FILENAME: OF THE SPECIFIC PROJECT ENGINEER. SEPTEMBER, 2015 SD-05 PVM T M. D WG SHEET: SD-5 N N Ln 0 N M 0) 0 w Q co Q J i w L LIMITS OF PAY FOR CURB INLETS 10', 15', OR 20' (SEE PLANS) 10, i EAST JORDAN IRON o WORKS PRODUCT B NO. 35506214 TOOLED DUMMY JOINT DEPRESSED GUTTER J 2'- 0" (TYPE W) EXPANSION JOINT w STANDARD GUTTER GRADE (TYPE 'A') EXPANSION JOINT SHALL BE USED FOR HMAC STREET WITH CONCRETE CURB AND GUTTER NORMAL GUTTER LINE ------------ DEPRESSED GUTTER LINE RCP NOTE: REINFORCING STEEL NOT SHOWN C7 z z N + a_ al TOOLED EDGES B 2 MANHOLES SHALL BE REQUIRED FOR IIS AND 20' INLETS WITH MIDBEAM. ONLY 1 MANHOLE SHALL BE REQUIRED FOR 10' INLETS. RECESSED CURB INLET PLAN INVERT SHAPING (CONCRETE FILL) B ELEVATION W+2T T W - OPENING T #4 BARS @ 6" C-C EACH WAY TOOLED JOINT fD N (TYPE 'A') EXPANSION JOINT STANDARD GUTTER GRADE (TYPE 'A') EXPANSION JOINT SHALL BE USED FOR HMAC STREET WITH CONCRETE CURB AND GUTTER 6" -..w 10', 15', OR 20', (SEE PLANS) EAST JORDAN IRON WORKS PRODUCT NO. 35506214 NORMAL V-0" TRANSITION FOR GUTTER DEPRESSION MIDBEAM FOR UPSTREAM=1/2" PER FT. 20' INLET GUTTER NORMAL V-0" D111— TRANSITION FOR FRONT EDGE OF GUTTER U.S. = 3/16" PER FT. INLET B -a 2 MANHOLES SHALL BE REQUIRED FOR 15' AND 20' INLETS WITH MIDBEAM. ONLY 1 MANHOLE SHALL BE REQUIRED FOR 10. INLETS. STANDARD CURB INLET PLAN _ 6„ - NORMAL 4'-0" TRANSITION FOR GUTTER DEPRESSION DOWNSTREAM=1" PER FT. s >_ RCP 9 GUTTER NORMAL 4'-0" s >_ TRANSITION FOR FRONT EDGE OF GUTTER D.S. = 3/8" PER FT. TOP STEEL #4 BARS, 6" O.C. EACH WAY, EXCEPT 1- #6 BAR IN OUTSIDE EDGE AND ADDITIONAL NORMAL GUTTER LINE STEEL AROUND MANHOLE. DEPRESSED 1-#6 BAR SHAPE TO NORMAL GUTTER 6' CROWN AT QUARTER POINT LINE �� r jm �\ o TOOLED DUMMY g" Y 1 JOINT ONE - #6 BAR m = AT OPENING 2°R � ' Z #4 BARS, 6" O.C. O TOP OF CURB SHAPE TO NORMAL CROWN EACH WAY U) SECTION AT QUARTER POINT ¢'R !! �' W NORMAL TRANSVERSE SLOPE r CHAMFER 3/4 z _ 0 #4 BARS, 12" O.C. w DEPRESSED GUT7 EACH WAY IN m 1 1/2" ER SLOPEio 6" MIN. Q 7" MAX. WALLS & BOTTOM BOTTOM OF CURB 2 SLAB. RCP * ► �� 1„R " STEP(S) REQUIRED 6" _ IF "H" >= 60" TYP. ( SPACE STEPS AT 18") STEPS TO BE A * 6" MIN. THICKNESS, COMPOSITE MATERIAL TO BE SAME AS CONCRETE PAVEMENT 3' THICKNESS. RCP r -_90o f.... N THROAT 6„ 6" VARIABLE DIMENSION 'W' SINSIDE DIA. OF PIPE + 1'-0" TANDARD CURB INLET DETAILS (MIN. 2'-9' ) N.T.S. SECTION B-B INLET SIZE T W 2' SQUARE 7" 2'-0" 4' SQUARE T' 4'-0" 5' SQUARE 8" 5'- 0" 6' SQUARE 9" 6'- 0" T SQUARE 9" T- 0" 8' SQUARE 9" 8'- 0" A tGENERAL NOTES FOR DROP INLET 1. EXCAVATION FOR MANHOLE TO BE INCLUDED IN THE UNIT PRICE BID FOR MANHOLE. 2. FOR DETAILS OF REINFORCING OF LOWER PORTIONS OF INLET SEE APPROPRIATE SQUARE MANHOLE DETAILS. 3. DEPTH OF DROP INLET FROM FINISHED GRADE TO FLOW LINE OF INLET VARIABLE. APPROXIMATE DEPTH WILL BE SHOWN ON PLANS AT LOCATION OF INLET. 4. ALL STANDARD DROP INLETS SHALL HAVE ONE OPENING ON EACH SIDE UNLESS SHOWN OTHERWISE ON PLANS. TOOLED EDGES TOOLED EDGES W+2T 2'-0" T W 4 T / 2'-0" °� a _ MATCH EXISTING 4 tO I. ° 41, 5" min. � 3" FILLET IN OPENING � 7" max. w 7 max. 000 #4 BARS @ 4 TROWEL FINISH ° a 4„ ,. 18" C.C.E.W. CONSTRUCTION JOINT ° ° #4 BARS @ 18" C.C.E.W. AT CORNERS CONSTRUCTION JOINT 3'-0" #4 BARS @ 18" C-C �� SECTION A -A AT CORNERS T-0" #4 BARS @ 18" C-C STANDARD DROP INLET N.T.S. BACK OF CURB BACK OF INLET TYPE "A" TYPE "A" EXPANSION EXPANSION JOINT O JOINT 30"� TYPE "E" CONSTRUCTION JOINT 1 CONCRETE PAVEMENT 3/4" DEFORMED DOWELS 12" O.C., 18" MIN. LENGTH INLET BLOCKOUT N.T.S. 26 3/8" o�M DR 23 5/8" 20 1/2" BASS LOGO �p N 22" 22 3/4" ASSEMBLY TO BE FURNISHED WITH A CHAIN RETENTION DEVICE. FRAME AND COVER SHALL BE FRAME TO BE ANCHOR BOLTED EAST JORDAN IRON WORKS OR CAST INTO JUNCTION BOX PRODUCT NO. 35506214, OR INLET CATALOG NO. 226L BASS LOGO, "106-4L ASSEMBLY WITH LOCK" OR APPROVED EQUAL. STORM SEWER CURB INLET FRAME AND COVER NEENAH R-4351-D (22" DIAMETER) BEEHIVE GRATE OR APPROVED EQUAL (MIN. OPENING AREA OF 1.6 S.F.) 3" 1'-10" 3", n n n 'v w w Q Q 3000 PSI CONCRETE � 1 _ 1/2" INVERT 1 -NO. 3 BAR 4" V-8" 4" LOOP (TYP.) 2'-4" AREA DRAIN INLET DETAIL N.T.S. NEENAH R-4351-1 BEEHIVE GRATE T__ 1" 2" 1 3/4" 22" ELEVATION PLAN BEEHIVE GRATE N.T.S. PRIVATE ONLY, NOT ALLOWED ON R.O.W. NEENAH R-4351-D (22" DIAMETER) BEEHIVE GRATE OR APPROVED EQUAL (MIN. OPENING AREA OF 1.6 S.F.) 3" N 2,4„ GENERAL NOTES: 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. SOUTHLAKE r PUBLIC WORKS DEPARTMENT I ENGINEERING DIVISION STANDARD CONSTRUCTION DETAILS DRAINAGE NOTE: STORM DRAIN DETAILS THIS STANDARD DETAIL SHEET IS TO BE USED AS A GUIDE ONLY. CONSULTANTS ARE TO REVIEW AND VERIFY ADEQUACY FOR THEIR PROJECTS. FINAL DESIGN ADEQUACY IS THE RESPONSIBILITY REVISION DATE: FILENAME: OF THE SPECIFIC PROJECT ENGINEER. SEPTEMBER, 2015 SD 06 D R AA 1 . D WG SHEET: SD-6 "Y" = 4'-0" IN- 6" 3'-0" 6" I ° G D DO Traffic Flow `V °D ° D D I I 1 PLAN If possible, horizontal grate inlet should be oriented such that both traffic and ditch water approach parallel to bars on grate. If this is not possible, orientation must favor traffic flow. Grate is not to be used under direct traffic, rather it is to be used in ditches and medians away from the roadway. X Q 0 I LO N 3'-0" 6" �f► 2'x3' GRATE INLET HANSON TYPE 'G' DROP INLET - 1 GRATE (OR APPROVED EQUAL) I r Surface of Concrete Y2" Dia x 6" Hex Head Anchor Bolt (ASTM—A307) or Threaded Rod (ASTM—A36) with one Plain Steel Washer placed under Hex Nut. One additional Hex Nut shall be furnished for each Threaded Rod. Tack Wel d Flush or Y6" Max CL 4" 2„ 4 n m N Anchor Bolts - 2 - ANCHOR BOLT OPTIONS 5 5/s" L 3/v2 x 3 x (ASTM—A36) i Bottom of Grate 2" (TYp) U) c "X" minus 4 Y2" 9 Equal Spaces at 2 Y4" Maxg > V. arc l/ SECTION C-C "X" minus 40" %" Dia Holes 5/$" Dia Holes TYPICAL GRATE PLAN 2 GRATE MOUNTING DETAIL 5 %„ CL % x 3 Bar (ASTM—A36) �L 3Y2x 3 xY2 (ASTM—A36) Y2 x 3 Bar (ASTM—A36) L 3 Y2 x 3 x (ASTM—A36) GENERAL NOTES: Anchor Bolts are Y2" Dia ASTM A307 Grade A bolts (or A36 threaded rods with one tack welded hex head nut each) with one hex head nut and oneplain steel washer. Structural Steel for grates shall conform to the requirements of ASTM Designation A-36 or AISI Designation M1010—M1020. All steel components shall be galvanized after fabrication. Galvanizing damaged during transport or construction shall be repaired in accordance with the specifications. GRATE N.T.S. SOUTHLAKE .r PUBLIC WORKS DEPARTMENT I ENGINEERING DIVISION STANDARD CONSTRUCTION DETAILS DRAINAGE NOTE: THIS STANDARD DETAIL SHEET IS TO BE USED AS A GUIDE ONLY. CONSULTANTS ARE TO REVIEW AND VERIFY ADEQUACY FOR THEIR PROJECTS. FINAL DESIGN ADEQUACY IS THE RESPONSIBILITY REVISION DATE: OF THE SPECIFIC PROJECT ENGINEER. SEPTEMBER, 2015 STORM DRAIN DETAILS FILENAME: SHEET: SD-7 SD 07 DRAA2.DWG 6" 6" A BARS E BARS 4" 4" 4" B BARS (IN WALL) � 2„ D ° 0 •e v ° •° e• 4 °• •° ° d iJI ° ° • 21, 2„ r° •' ° O D/• 211 i° E> w Z o ° 2„ 2" °• > ° B BARS 2 (SAME BOTH WAYS) °p e N r ° D + • r 4" ci O •> 1 Lu D ° ° 4„ e 3„ D 6„ D ° i D >p / • • lb. R ° • ° • • ° ° a oD�° .0.e ° bo ° D BARS 2 C BARS AT 6" A BARS (IN WALL) CENTERS (ALL FOUR WALLS) PLAN PAVING SURFACE CAST IRON MANHOLE FRAME AND COVER (TO BE FURNISHED AND INSTALLED BY CONTRACTOR). SEE RING AND COVER DETAILS THIS SHEET. w ANCHOR BOLT Q 30" 2" OfQ REINFORCED CONCRETE RINGS - - (NO BRICK) EPDXY GROUT RINGS TO°'° TOP OF SLAB ° ' _ s • D ° • > •� 2" CONSTRUCTION JOINT ° B BARS AT e~ 3„ 12" CENTERS w B BARS AT ° ° ` �\ 4 _ S—EP(S) - — 12" JOINTS ° R\QUIREO a a J r Q c IF "H" >= 36" 3" - LL + C BARS AT 6" U) CENTERS (VERT.) LENGTH = H + 7" z a ie J A _ w A BARS AT INVERTSHPPING w 12" CENTERS — _ (GONC BETE FILL; D D ° \ 3" CONSTRUCTION JOINT ° • > ~ �Ij — e • ° ° • ° ° on� a p° ° •°•C ° d�� ' 8" PIPE O.D. + 12" (MIN. 4'- 0") 8" A BARS AT 12" CENTERS VARIES BOTH DIRECTIONS NOTE: STORM DRAIN PIPE TO BE REINFORCED CONCRETE RUBBER GASKET OR TONGUE AND GROOVE PIPE USING OMNI-FLEX GASKETS AS MANUFACTURED BY DELTA - SOUTHWEST, INC., FT. WORTH, TEXAS, OR APPROVED EQUAL. ELEVATION GENERAL NOTES: 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". 2. 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. 3. ALL REINFORCING STEEL SHALL HAVE A MINIMUM COVER OF 2". 4. DIMENSIONS RELATING TO REINFORCING STEEL ARE TO THE CENTER OF BARS. 5. ALL BACKFILL SHALL BE PERFORMED BY MECHANICAL TAMPING. 6. ALL STORM SEWER MUST BE VIDEO INSPECTED BY CONTRACTOR. CONTRACTOR SHALL FURNISH THE CITY WITH DVD FOR APPROVAL PRIOR TO ACCEPTANCE. 7. ALL STORM DRAIN STRUCTURES 36" DEEP OR DEEPER MUST HAVE FIBERGLASS STEPS INSTALLED. BAR SIZE LENGTH A #4 6'-8" B #4 5'-0" C #4 "H"+7" D #4 2'-3" 1 @ 2'-0" E #4 2 @ 4'-8" 2 @ 6'-6" 4'-6" NO. REQUIRED 10 IN BOTTOM 2 x "H" IN WALLS 14 IN BOTTOM 2 x "H" IN WALLS 36 E 5 13" SPACING + 12„ + 12" IN WALLS VARIABLE IN DECK SEE DETAIL + 6„ GENERAL NOTES FOR STORM SEWER JUNCTION BOX + 6„ SEE DETAIL A TEMPORARY METAL COVER SHALL BE INSTALLED AFTER STAGE I IS COMPLETED AND WILL REMAIN IN PLACE UNTIL STAGE II IS BEGUN. STAGE III WILL NOT BE BUILT UNTIL APPROVED BY THE ENGINEER. APPROVAL WILL NOT BE NORMALLY GIVEN UNTIL THE SUBGRADE AND BASE COURSES HAVE BEEN COMPLETED. FIELD BEND OR CUT BARS AS REQUIRED TO ACCOMMODATE SEWER PIPE. STORM SEWER JUNCTION BOX DETAILS N.T.S. #3 BARS ON 24" CENTERS PREMOLDED EXPANSION ELASTOMERIC SEALANT OR JOINT MATERIAL 4'-0" 6" APPROVED EQUAL 6" CURB 6" SIDEWALK 6" MIN. CONCRETE PAVEMENT 6" STABILIZED SUBGRADE y 3" SIDEWALK FLUME CROSSING N.T.S. 4" VARIES 4" #3 BARS ON 18" CENTERS EACH WAY 4• 1 MAX � �� • —�- �_ � �Q ,per �o :o o :o . �o �o . �o :o . �o :o . �o ��. �o :o . )� �° �_ ��. Q w /> H / I ' ^�// / 12" TOES REQUIRED, BOTH SIDES OF CHANNEL �/\ ' / //\ >\> 7/x�% 'iiX:/i PILOT CHANNEL N.T.S. A (V QQQQQQQ� �Q QQQQQQQaQQ SOUTHLAKE �� QQQQQ�,TEXAS�� Q Q STORM �vvv�4'� SEWER vvvyc Q�t�QQ QQQQQQQQ�aQ Q�� QQQQ � �A3"A00 QQQ BH"HX0�� 4000 �l1000QQQQQQQQ ^ //i /l n —rr% 1 32" DIA. SECTION A -A PICKBARS q t \CC __ !7-,, NOTES: 1. RING AND COVER BY EAST JORDAN IRON WORKS, PRODUCT NO. 149531 OR APPROVED EQUAL. 2. SEE COMPANY PRODUCT SPECS FOR DETAILS (1495A COVER). RING AND COVER DETAILS N.T.S. PROPOSED ROCK RIP -RAP 6" TO 4" DIA. WITH STABILIZING FILTER FABRIC TO BE FURNISHED AND CONSTRUCTED IN ACCORDANCE WITH TXDOT STANDARD SPEC. ITEM NO.432, DRY ROCK RIP -RAP. 1 T-0" / 6" VARIES 6" T-0" #3 BAR 6" AT INVERT 000°O00(5000 1° O� O�DOd o0 12" DEEP AT qC�°Q°�� BACK OF 6" CURB / r /x i7#3 3000 PSI AMOCO 4545 CONCRETE AT NOTE: 18" DEEP TOE WALL NON -WOVEN FABRIC 28 DAYS. AT BEGINNING AND OR APPROVED EQUAL END OF FLUME. BARS @ 18" C-C EACH WAY CONCRETE FLUME N.T.S. 4.A Mom' /\ SOUTHLAKE PUBLIC WORKS DEPARTMENT I ENGINEERING DIVISION STANDARD CONSTRUCTION DETAILS DRAINAGE NOTE: STORM DRAIN DETAILS THIS STANDARD DETAIL SHEET IS TO BE USED AS A GUIDE ONLY. CONSULTANTS ARE TO REVIEW AND VERIFY ADEQUACY FOR THEIR PROJECTS. FINAL DESIGN ADEQUACY IS THE RESPONSIBILITY REVISION DATE: I FILENAME: OF THE SPECIFIC PROJECT ENGINEER. SEPTEMBER,2015 SD-08 DRAIN3.DWG SHEET: SD-8 ALL CASING WILL BE STEEL PIPE. DIAMETER AND LENGTH OF CASING AS PER SPECIFIC LOCATION. (SEE PLAN & PROFILE SHEETS) w � w a m 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. 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 / w _ r� a f m Q a ¢_ > > L - L LONGITUDINAL VIEW - BORE WITH PIPE INSTALLED LONGITUDINAL VIEW - BORE WITH CASING AND PIPE INSTALLED 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. CASING AND CARRIER - BORING DETAILS FINAL BACKF PROPOS WATER M/ 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. SEWER LINE SDR-35 X C-900 BELL AND SPIGOT ADAPTER 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. DETAILS FOR PIPE INSTALLATION BY BORING NATURAL GROUND NOTE: TONGUE AND GROOVE PIPE WILL BE SEALED USING OMNI-FLEX RUBBER COMPRESSION SEAL OR APPROVED EQUAL. SELECT BACKFILL (LOCAL MATERIAL) COMPACTED TO 95% STANDARD PROCTOR DENSITY. PROPOSED PAVEMENT EXISTING PAVEMENT PAVEMENT SECTION AS SPECIFIED SELECT BACKFILL (LOCAL MATERIAL) COMPACTED TO 95% STANDARD PROCTOR DENSITY. CEMENT TREATED SAND (CTS)---- MECHANICALLY COMPACTED TO \� 6" 95% STANDARD PROCTOR X X ' X' ' X' ' X' ' X' ' X' ' X' 1/2 DGEOTEXTILE FILTER FABRIC, DENSITY 12" O �� 50PoMIRAFI 140NC X X Tvo 1/2 D Og O CaX X X 4" MIN. ��o3/4" CRUSHED LIMESTONE 3/4" CRUSHED LIMESTONE cb O OC _ cx� (ITEM 2.18A) GRADE #4 TO (ITEM 2.18A) GRADE #4 TO CJ p TYPE °S° SPRING LINE OF PIPE SPRING LINE OF PIPE STANDARD EMBEDMENT/BACKFILL0ocz�0oc 1/2 D 4" MIN. THE STANDARD EMBEDMENT DETAIL TYPE "P-S" SEWER AT WATER RELATES TO INSTALLATIONS OUT FROM UNDER PAVEMENT OR ROADWAY BASE SUCH STANDARD EMBEDMENT/BACKFILL AS CROSS-COUNTRY EASEMENT PARKWAYS FOR EXISTING AND PROPOSED PUBLIC PAVEMENT CROSSINGS & TRENCH SPANS OR ANY LOCATIONS NOT SUBJECT TO PROPOSED STREET PAVEMENT. REINFORCED CONCRETE PIPE EMBEDMENT DETAILS I��'l ii-IIL�II' j 'I iIL�111=' II=Ii,�11�11lil�l 1= NOTE: �I REFER TO APPLICABLE II DETAILS II (BACKFILL-EMBEDMENT) -L I AS PER LINE LOCATION -I CONCRETE ENCASEMENT ' � (3000 P.S.I./28 DAYS) 6" y 0 120° ' 6" (MIN.) 0 CONCRETE BEDDING CONCRETE ENCASEMENT WATER AND SEWER WATER AND SEWER 0 [o 73 w 0 0 0 SELECT BACKFILL COMPACTED TO 95% I FILTER CLOTH COVER OVER STANDARD PROCTOR it CRUSHED STONE BEDDING DENSITY — FABRIC TO BE MIRAFI 140 NC —�I OR APPROVED EQUAL. 12" FINE CRUSHED ROCK (ITS 12" po0 Ooo 2.1.8(a)) AGGREGATE O GRADE 8 COMPACTED TO 95% STANDARD PROCTOR DENSITY a PROPOSED PAVEMENT SECTION AS SPECIFIED ;X;X;;X"X CEMENT TREATED SAND X X X X' � (CTS) TO TOP OF TRENCH AND MECHANICALLY ;X; X X X; ;X COMPACTED TO 95% ' ;X"X, 4X"X„X j STANDARD PROCTOR „X„X I_ DENSITY. 6 6" EMBEDMENT FOR SEWER LINE EMBEDMENT FOR SEWER LINE UNDER EXISTING AND PROPOSED PAVEMENT EMBEDMENT DETAILS FOR P.V.C. PIPE (APPLY FOR SERVICES ALSO) ITEMS REFER TO N.C.T.C.O.G. SPECIFICATIONS SAND (ITEM 2.1.8(f)) COMPACTED TO 95% STANDARD PROCTOR DENSITY II�''%iil_I1' SELECT BACKFILL II COMPACTED TO 11 95% STANDARD PROCTOR DENSITY 71 12' 6"�. CEMENT TREATED SAND (CTS) OR CTB MECHANICALLY COMPACTED TO 95% STANDARD PROCTOR DENSITY MATCH EXISTING EXISTING PAVEMENT PAVEMENT COURSE COURSE u u u u u u 6" MIN. a X X"X"X'OX"X"Xo'X"X"X"X"X' X' X TYP. / 12" w TYP. SELECT II CAL MATERIAL) COMPACKFILL (CTOED TO _I 95% STANDARD PROCTOR NORMAL EMBEDMENT --,..DENSITY. SECTION (SEE APPROPRIATE DETAIL, _ THIS SHEET) 6" EMBEDMENT FOR WATER LINE PAVEMENT REPAIR DETAILS AT UTILITY INSTALLATION 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. 12" MIN. STANDARD EMBEDMENT/BACKFILL REINFORCED CONCRETE BOX EMBEDMENT DETAILS PROPOSED PAVEMENT SECTION AS SPECIFIED X` X` X X` X` X X X X X X X 2' IIX.;X.;X,.X.;X.� — CEMENT TREATED SAND (CTS) -,IX;;X;;X;;X;;X; Xr TO TOP OF TRENCH AND -1X_x;.X;I.X..X..XL� MECHANICALLY COMPACTED X;;X;;X;'X;;X;;X TO/STANDARD PROCTOR DENSITY. SAND (ITEM 2.1.8(f)) —I • . COMPACTED TO 12" 95% STANDARD + PROCTOR DENSITY U-O 6 . 6" EMBEDMENT FOR WATER LINE UNDER EXISTING AND PROPOSED PAVEMENT SOUTHLAKE NOTES: 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, IFI T,HE.DISTANCE BETWEEN MANHOLES EXCEEDS 300 FT., A MINIMUM OF TWO TESTS SHALL BE REQUIRED. NOTE: THIS STANDARD DETAIL SHEET IS TO BE USED AS A GUIDE ONLY. CONSULTANTS ARE TO REVIEW AND VERIFY ADEQUACY FOR THEIR PROJECTS. FINAL DESIGN ADEQUACY IS THE RESPONSIBILITY OF THE SPECIFIC PROJECT ENGINEER. PUBLIC WORKS DEPARTMENT ENGINEERING DIVISION STANDARD CONSTRUCTION DETAILS UTILITIES EMBEDMENT DETAILS REVISION DATE: FILENAME: SHEET: SD-9 SEPTEMBER, 2015 SD-09 EMB.DWG I-enw,Aql�mg SINGLE TREE TREE CLUSTER HIGH VISIBILITY PLASTIC MESH FENCING HIGH VISIBILITY PLASTIC MESH FENCING PROTECTIVE FENCING: Orange Vinyl construction fencing, chain link fencing, snow fencing or other similar fencing at least four feet (4') high and supported at a maximum of ten -foot (10') intervals by approved methods sufficient enough to keep the fence upright and in place. The fencing shall be of a highly visible material, and shall have a tree protection sign affixed to the fence every twenty (20) feet in such a manner to be clearly visible to the workers on -site. PRIOR TO CONSTRUCTION: The contractor or subcontractor shall construct and maintain, for each protected tree or group of trees on a construction site, a protective fencing which encircles the outer limits of the critical root zone of the trees to protect them 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. TYPICAL TREE PROTECTION FENCING NO SCALE IX 41 41 4, P P 'I, L L Y Y Y Y L L �✓ �✓ L Y Y Y Y L Y Y V�✓ L l - ° L Y Y Y //\� \Y -\//�//\� X\/>\\/>\\/\ TRENCH - 40% ROOT KILL ■ TUNNELING SAVES ROOTS INI BORING: Boring of utilities under protected trees shall be required in those circumstances where it is not possible to trench around the critical root zone of protected trees. When required, the length of the bore shall be the width of the critical root zone at a minimum and shall be a minimum depth of 48 inches. TYPICAL TREE BORING AND TUNNELING NO SCALE 2"X4" LUMBER WIRE /r r , � T , ............. In situations where a protected tree remains in the immediate area of intended construction and the tree may be in danger of being damaged by construction equipment or other activity, the contractor or subcontractor shall protect the tree with 2"x4" lumber encircled with wire or other means that do not damage the tree. The intent is to protect the trunk of the tree against incidental contact by large construction equipment. TYPICAL BARK PROTECTION NO SCALE A. Make partial cut from beneath, at a point several inches away from the trunk. B. Make a second cut from above several inches out from the first cut, to allow the limb to fall safely. C. Complete the job with a final cut just outside the branch collar, the raised area that surrounds the branch where it joins the trunk. TYPICAL TREE PRUNING NO SCALE - DRIP LINE \ \J /� - DRIP LINE / TRUNK CRITICAL ROT ZONE 20' (CONCEPTUAL) TO 20' (CONCEPTUAL) RADIUS OUTERMOST DRIP LINE j FOR CONCENTRIC CIRCLE CRITICAL ROOT ZONE: The area of undisturbed natural soil around a tree defined by a concentric circle with a radius to the distance from the tree trunk to the outermost portion of the drip line. DRIP LINE: A vertical line run through the outermost portion of the canopy of a tree and extending to the ground. CRITICAL ROOT ZONE AREA NO SCALE The following activities are prohibited within the limits of the critical root zone of any protected tree subject to the provisions of the Tree Preservation Ordinance. The following procedures shall be followed on all types of construction projects (including residential, commercial, and municipal / public domain projects). 1. Material Storage: No storage or placement of 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. 2. Equipment Cleaning/Liquid Disposal: No equipment shall be cleaned or other liquids, including, without limitation, paint, oil, solvents, asphalt, concrete, mortar or similar materials deposited or allowed to flow into the critical root zone of a protected tree. 3. Tree Attachments: No signs, wires or other attachments, other than those of a protective nature, shall be attached to any protected tree. 4. Vehicular Traffic: No vehicular and/or construction equipment traffic or parking shall take place within the critical root zone of any protected tree other than on existing street pavement. This restriction does not apply to single incident access within the critical root zone for purposes of establishing the building pad and associated lot grading, vehicular traffic necessary for routine utility maintenance, emergency restoration of utility service, or routine mowing operations. 5. Grade Changes: No grade changes shall be allowed within the limits of the critical root zone of any protected tree unless adequate protective construction methods are approved in advance in writing by the Administrative Official. 6. Impervious Paving: No paving with asphalt, concrete or other impervious materials shall be placed within the limits of the critical root zone of a protected tree except as otherwise allowed in this Ordinance. 7. No heavy equipment, including but not limited to trucks, tractors, trailers, bulldozers, bobcat tractors, trenchers, compressors, and hoists, shall be allowed inside the drip -line of any protected tree on any construction site without prior written approval of the Administrative Official. 8. Root Pruning: All roots two inches or larger in diameter which are exposed as a result of trenching or other excavation shall be cut off square with a sharp medium tooth saw and covered with pruning compound within two hours of initial exposure. The following procedures shall be followed on all types of construction projects (including residential, commercial, and municipal / public domain projects). 1. Protective Fencing: Prior to the issuance of any building or earth disturbance permit, or commencing construction, the owner, 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 or in cases of heavily wooded sites, as approved by the Administrative Official. 2. All protective fencing shall be in place prior to commencement of any site work and remain in place until all exterior construction activity at the site has been completed. 3. Protective fencing shall be at least four (4) feet high, clearly visible, and shall have a tree protection sign affixed to the fence every twenty (20) feet in such a manner to be clearly visible to workers on the site. 4. The use of orange vinyl construction fencing or other similar fencing is generally permitted only if there is no construction or vehicular activity within ten (10) feet of the fence. If construction activity or vehicular traffic is expected within ten (10) feet of the fence, the fence shall be constructed of chain link or other similar metal, wooden material or semi -rigid vinyl tape fencing supported with a top support wire or equivalent support material affixed to metal or wooden posts, all of which shall be six (6) feet in height. 5. All protective fencing shall be supported at a maximum of ten (10) foot intervals by approved methods sufficient enough to keep the fence upright and in place for the duration of the construction. 6. The owner shall cause the required fencing to be installed and maintained for the duration of the construction. 7. For permits involving trenching such as sewer services, irrigation systems or underground electrical work, the applicant shall provide sufficient plans to provide protection of the trees in the vicinity of the work. 8. The "tree protection sign" tree preservation instruction detail sheet and approved tree conservation plan shall be posted at each entrance to the subject property upon which one or more trees subject to the permit is situated, and at any other location designated by the Administrative Official. 9. All of the above conditions must be adhered to and inspected by a city inspector prior to the issuance of any permits. SOUTHLAKE PUBLIC WORKS DEPARTMENT I ENGINEERING DIVISION STANDARD CONSTRUCTION DETAILS TREES NOTE: TREE PROTECTION DETAILS THIS STANDARD DETAIL SHEET IS TO BE USED AS A GUIDE ONLY. CONSULTANTS ARE TO REVIEW AND VERIFY ADEQUACY FOR THEIR PROJECTS. FINAL DESIGN ADEQUACY IS THE RESPONSIBILITY REVISION DATE: FILENAME: OF THE SPECIFIC PROJECT ENGINEER. SEPTEMBER,2015 SD-10 TREE.DWG SHEET: SD-10 NO TREE IDENTIFICATION � J GRAY LANE � CROSSING Q TAG TYPE SIZE CANOPY STATUS 0 1 CLUSTER OF TREES VARIES 1615 SE REMOVE J 2 CLUSTER OF TREES VARIES 680 SE REMOVE 12 JORDAN DRIVE cr_w 3 CLUSTER OF TREES VARIES 1658 SE REMOVE z > 4 CLUSTER OF TREES VARIES 1446 SE KEEP 5 CLUSTER OF TREES VARIES 1641 SE REMOVE z SITE 0 6 MESQUITE 18" 44 SF KEEP a w KELLER PARKWAY W. SOUTHLAKE BLVD. LOCATION MAP TREE PRESERVATION SUMMARY TREES TO BE REMOVED VARIES 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 I v I I VI III CIMMARRON ACRES ADDITION \� CIMMARRON ACRES ADDITION \ I CIMMARRON ACRES ADDI 7] BLK, 3R, LOT 12 I — — BLK. 3R, LOT 11 .6 I BILK. 3R, LOT 10 — �' s6 I r///� i I Iw I I \IIII III ZONED: SF1A I I ZONED: SF1A ZONED: SF1A L.U.D.=LOW DENSITY RESIDENTIAL I L.U.D.-PUBLIC/SEMI-PUBLIC \ L.U.D.-PUBLI SEMI PUE � C ( I I III I 1 I I I I I I 15' U.E. \ \ B �S --S —S --S —S —S `—S —S --S —�S --S —S --S — S —S --S —S --S ---0 '6 S —� LIB —S --S --S —S --S —S�—S --S — �y w / ROP. SCREENING WALL t/2- I,RSCI IRFC i� I I I I C\ ❑ C ❑ = F C G G ❑ \�Li o-� 655� ° - — — — — — — — 12. j N8 °30'17"E 3 Y.87 _ - o /` w--vim-w-wf-w-w--w--w-wi--w-w--v��w-�w�� W�-w-mow- w-w --�w w--wN w�a w--w w- w--w-w--w-w--w j Y IV — / \0 CID �, MR\\ Zo DRIVE 1 I I II � I �TI ST ST ST ST ST ST &T _:�ST �— � ST \ HRH I// E CLOSU 6, s ❑ F— IT N �� \ Q c) I_— I °\ d IPJ� / — , .I \ d PP I I I I I D I ° �, Q °41— �°° °`L� Q OWNER: LOT 6R2 � CITY OF SOUTHLAKE ADDITION I/ // I I I I I (-0I1101,308 Sq. Feet I ° N CIMMARRON ACRES ADDITION LLER //// III I I 2.33 Acres I ° ° e BILK, 3, LOT 5R6 I IZONED: CS Ld ° CENTERRETAIL L.U.D.=PUBLIC/SEMI-PUBLIC 6,99 S. Q o\ _E (CONCEPTUAL) N 2 i Q\ /��i IIIII IIII�I \� zCO C Q dr / O U 5 \ g /// , ��. 1 I III I �' � � � I I � /� E Jll II �/l I d ° —�� ✓J II I 5o B.L. d ;\ / I ° dPP j a \ w DRIVE 2 J \ // \\ d TNiu i� FH \ \ � - r— ?c . i Q d � �L �� \'—w--w--w--w—w--w--w� w w— PP WV — t� yV�j— �— --w- w — —w-- —w—w— w—w----w— w—wv-- w ——w — —w — E E E E E E E E E E E E _ E E E _ E E- E E E — E � -- L E GPN J PP 2" IRsc - — — �9°30 29 / , ——3�4.85'— PP — -652 d 4 „x. p� \ - - \ ti / �GTW�i Q V�V \ M WM �VIg3 _ \ `— 200.1 a4(A METER W w— —W_ W — _W W W W —HIV �W W W W W —�*/V w_ J 6$° w —w-7�' w° —� �N W — = W Q -/J Q o d d ° d FM 1709 ' d ° d / ° ° ° d dQ ° °° d ° di d d WEST SOUTHLAKE BLVD ,-3° / ° ° ° (134- TXDOT R.O.W.) ° Q / ° d Q° d ° Q / / ° 4 °Q /�' ° / / ° / ° d 4 ° d ° Q 011 1-6-11 0 15 30 45 60 GRAPHIC SCALE IN FEET SCALE: 1 "=30' SITE NOTES • NO STREAMS /CREEKS /PONDS EXIST ON SITE. • SITE HAS NO CLEAR AREAS OF ENVIRONMENTAL Q 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." SITE PLAN CITY OF SOUTHLAKE APPRO VED SHEET OF APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONDLICT WITH ANY CODES OR ORDINANCES DEPARTMENT OF DEVELOPMENT SERVICES APPROVED PLANNER DA TE TREE PRESER VA Tl ON PLAN FOR TOMM YS EXPRESS CA R WA SH L DCA TED IN THE JESSE G. A L L EN SUR VE Y, LOT JR, BLOCK IJ CIMMARRON ADDITION CITY OF SOUTHLAKE TARRANT COUNTY, TEXAS DOC. #D20606I276 D.R.TC.T SI TE PLAN ZA -XXXX FOR TOMM YS CA R WA SH 701 N. PEARSON LANE OWNER: PEARSON 1709, L TD. 7995 LBJ FREEWAY SUITE #250 DALLAS, TEXAS 75251 817-992-5385 APPLICANT- CHRISTIANSON COMPANIES 4609 33RD A VENUE S, SUITE 400 FARCO, ND 701-499-3936 ENCINEER: DCC ENCINEERINC, INC. DA VID CRECOR Y, P.E. 817-874-2941 ti III CV CD O � CD L CV ti _U)000 •z CV L r L I— CAI � L= LU i ti U Y�� YIr- 0 00 00 co co .. roM PRELIMINARY w FOR REVIEW ONLY o Not for Construction or Permit Purposes 0 0 Engineer DAVID C. GREGORY z P.E. No. 89296 Date 11/27/2023 O 0 0 0 0 0 0 0 0 L CHRISTIANSON C O M P A N I E S TOMMYS EXPRESS CAR WASH 101 N. PEARSON LANE SOUTHLAKE, TEXAS CAR WASH TREE REMOVAL PLAN SITE PLAN SCALE 1 " = 30' ZA23— 0073 PLOT DATE: I I I I I 15' U. E. / I S — LI �- tI —S --S --S S 6" —S --S --S --S --S � S --S� —S\ - - - -S ---S 6534 653.1 Z—PROP. SCREENING WALL I h L ❑ ❑ ❑ n n n n n rJ n rJ / rJ ❑ 6 ❑ ❑ 6 5❑4 O \ O ❑ ❑ p ❑ [1' -' 6' S ❑ i '❑ '❑ '❑ '� '� ❑ ❑ ❑ ❑ ❑ $ IRFC ❑ I — — I 11 — --- N89°30'17"E 387.87 W� �I W--VV� —W--W -- cn 20' U. E. DRIVE 1 I I II � 1 TI ST ST ST ST ST ST S I ST — ST II M I 652.4 ^o j l / w I 65 .; 6 652.2 I I �— �� I I I I I I U I I I P I �� T SS EM i PP I I 13 \LJ I 657 � I I I I I I LOT 6R2 I I I I I 101,308 Sq. Feet ; I 2.33 Acres ' I / LLI ILRETAIL ; I ; CENTER ; w I ' 6,909 S.F. w g U) I I I I I / (CONCEPTUAL) z 0 I \ I I I I I .E 651\ 652.1 U) I IJIW . ; �o I I I I III QofLLI I I o I I �, III / � �♦\ i � \I � n I 35 D E.I - 14* 06 I _ , \ x\\\v & E �l I I I I l // �♦ p ak-. �T —W-14-W WV --W °° inn i ST TRASH 1 ° E CLOSU E D Cn \ 652.7 I °° ° III ITCn ~ \ \\\\\`lam C/) I ♦\ TT I ) 1 � I I \ ��L0 G �I �.' 652.9 N --S s s S 1 /2" I ❑ (P 655q' -W— W--W --W— W �5 r547 T W — — W - / �x Qc / I l \ Ll< DRIVE 2 I /I j TNN=F 5 -41s2 �— — — — — — ,, _ — W _ _ — — — v� EXIS G-1�0'_U,E — — — — --,� — — — — F71— — -� — �� W — W-- W W W W -{ W P P W V w W W , W W W W — vAi !N — \ / \ - E E E E WV F \ E F EW E — ESE E � �6f2..2 6.52 1 E E �— E E E E 649.6 F - — - -� GTW P PP „ z _ S89°30'2J"W P�PI r ✓—354.85' ;' % PP — _652 CHISELED 'Y' \ 1 /� IRSC — _ GTW SET WM WM �V� 5Qfs� _ _ C�51. 651.5 W _ LO W� _ W— _ W _ �v — \W Q 6 W — — W — — W �, W W �W =W j 6soW — — W6 —W �� i SD SD � FM1709 \ WEST SOUTHLAKE BLVD \ \ \ (134' TXDOT R.O.W.) \ I\ ♦ i� , i ° �� I I -� ��~n ♦ i ' s i I Cfl I\ j ♦ \ IIiJ \ _ \ N 10 1 C LLJ n N 0 ;0 % �,♦ r LO LLI NP o0 ° ® ,h � 1 —�- s 0 ` I ,! I i' \ ✓ W / 650.4 .� / 50' B.L. Zz ,x I I I648.3 / U W / 650.3 I \I / I i I )% Y S° 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. w a x w r OO 0 U >~ U O Ln LO 'Ln �p LO U z g 0 LU d zU) 0 w Q pOC Y LU ag J 00 m LU g I- 0 U) ME- ��,p,NDSCgpF TREE PRESERVATION LEGEND Q C cp 275� Q� TREE TO BE REMOVED ® 'I'll TREE TO REMAIN Project Number: 24004 TREE PRESERVATION FENCING Drawn By: AWR Checked By: AWR 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. Issue Date: 1-2-24 Revisions Sheet Title: TREE MITIGATION CASE #: ZA23-0073 PLAN I Sheet Number: GRAPHIC SCALE 0 20 40 FEET N � i Sa 1"=20'-0" L1,00 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 1 STAND MARCH 1 ST, 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 1STAND 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 z I' \ 1. CONTRACTOR TO VERIFY AND LOCATE ALL S - 1 V \� - S - - S - - S S S - S 7, S - S -� S S SCREENING IS PROPOSED AND EXISTING ELEMENTS. NOTIFY qaD I 653.4 653.1 652.7 2.8 R O P` S C R E E v I v G WALL \ LANDSCAPE ARCHITECT OR DESIGNATED - I I L i' REPRESENTATIVE FOR ANY LAYOUT I + +� �� O ��(�� + + + �\-�� \\y\fl + + + + + + + + + + + DISCREPANCIES OR ANY CONDITION THAT IRFC I ❑ I + +\ + "+ + + + + / + ++ + + WOULD PROHIBIT THE INSTALLATION AS SHOWN. /1k + + ` + + + �+ + + + + + + ,F + + ++ + + ++ + SURVEY DATA OF EXISTING CONDITIONS WAS +, + + - - .-„�,,,, W� - I ,. L -- ---- -- - - ---+- - - -- - - - - - - - _,T SUPPLIED BY OTHERS rtll �l�'' 2. CONTRACTOR SHALL CALL 811 TO VERIFY AND ) 6�2.9 11U" .i rt11 u LOCATE ANY AND ALL UTILITIES ON SITE PRIOR I 68 II 49 1 / \ \ TO COMMENCING WORK. LANDSCAPE I / 3 - ARCHITECT SHOULD BE NOTIFIED OF ANY (n BAR _ j �\ �r UNDERGROUND UTILITIES. DIVE I \ 6 T 20 U.E. 8 �\ MS - o ° MS CONFLICTS. CONTRACTOR TO EXERCISE I EXTREME CAUTION WHEN WORKING NEAR �T ST ST ST ST ST ST T ST -- ST TRnsH d` 3 ; MS 3 1:1�w� t \ 2 3. A MINIMUM OF 2% SLOPE SHALL BE PROVIDED I II I MB SP AWAY FROM ALL STRUCTURES. I� 652.4 1 �) MB 4. CONTRACTOR SHALL FINE GRADE AREAS TO \ /- 77 T ACHIEVE FINAL CONTOURS AS INDICATED. LEAVE I 6,? - RO AREAS TO RECEIVE TOPSOIL 3' BELOW FINAL \ =o._" -a.. 6 FINISHED GRADE IN PLANTING AREAS AND 1" BELOW FINAL FINISHED GRADE IN LAWN AREAS. C) I I 9 TS 5. LANDSCAPE ISLANDS SHALL BE CROWNED, AND UNIFORM THROUGHOUT THE SITE. 6. PLANTING AREAS AND SOD TO BE SEPARATED I I 65< c- 65).7 BY STEEL EDGING. NO STEEL EDGING SHALL BE INSTALLED ADJACENT TO BUILDINGS, WALKS OR I I I I IT \ CURBS. EDGING NOT TO BE MORE THAN 1/2" ABOVE FINISHED GRADE. I ~n TJ 7. EDGING SHALL BE CUT AT 45 DEGREE ANGLE I I I \ WHERE IT INTERSECTS WALKS AND/OR CURBS RO 1/2" 1 \ ❑ ❑ ❑ +❑ -_ - - - 655\ � \ _ - W I 13 =�-1-- -NRS -�- d co 115 1655 GL I\ � 54.7 MB 5 �n H MS \ 12 I \ TS 8 1 I \ 8. MULCH SHALL BE INSTALLED AT 1/2" BELOW THE I I I I I I \ 1 $ 1 Q TOPS OF SIDEWALKS AND CURBING. 9. QUANTITIES ON THESE PLANS ARE FOR U) I I I \ SP REFERENCE ONLY. THE SPACING OF PLANTS SHOULD BE AS INDICATED ON PLANS OR P �� - -- OTHERWISE NOTED. ALL TREES AND SHRUBS / j SHALL BE PLANTED PER DETAILS. SS EM I I n \ \ \ 10. CONTAINER GROWN PLANT MATERIAL IS \ \ PREFERRED HOWEVER BALL AND BURLAP PLANT P PI I \ \ o N MATERIAL SAPPROPR ATE TO THE TSIZE AND QUALITYITUTED IF DBE AND ✓ \ I I I I I INDICATED ON THE PLANT MATERIAL LIST. N L0 BAR 11. TREES SHALL BE PLANTED AT A MINIMUM OF 5' I I I \ I I FROM ANY UTILITY LINE, SIDEWALK OR CURB. \ I o//////////////////////////////I \ (.0 TREES SHALL ALSO BE 10' CLEAR FROM FIRE I U� I I 652 ? 652.2 651.7 \ t h HYDRANTS. I ` \ 12. 4" OF SHREDDED HARDWOOD MULCH (2" I I \ / I I SETTLED THICKNESS) SHALL BE PLACED OVER I I / LOT 6 \ 2 / \ ; WEED BARRIER FABRIC. MULCH SHALL BE II I I I I i i N I Q z ;\\ I W� SHREDDED HARDWOOD MULCH OR APPROVED I Feet I \ U \ z -n EQUAL, PINE STRAW MULCH IS PROHIBITED. I I I I ) 101,308 S q. e e t j I \ Ig I I CV 13. WEED BARRIER FABRIC SHALL BE USED IN PLANT BEDS AND AROUND ALL TREES AND SHALL BE I \ 2.33 Acres m °� , D I \ �It I MIRAFI 1405 WEED BARRIER OR APPROVED I I �I / \ \ + ( 0 1 EQUAL. 14. CONTRACTOR TO PROVIDE UNIT PRICING OF U) I Z LANDSCAPE MATERIALS AND BE RESPONSIBLE I T / RETAIL / U'Ln \ s OE FOR OBTAINING ALL LANDSCAPE AND IRRIGATION PERMITS. LU \ ; CENTER ; I 1 MB \ I IRRIGATION: z U)I w I I 6,909 S.F. \ \ I Icy to 1. ALL REQUIRED LANDSCAPE AREAS SHALL HAVE Q uJ I \ I I I I I (CONCEPTUAL) BAR �`� \� I O �6'' AN AUTOMATIC IRRIGATION SYSTEM WITH A Q I , / Un HAVE AN ET WEA HOR. SYSTEM SHALL ALSO z ER BASED CONTROLLER AND O I \ I I I I I/ ♦ 1 �/; \ I 651,1 652.1 n 3 50 `f BE DESIGNED AND INSTALLED BY A LICENSED (n I I i / TS \ + GL ✓i IRRIGATOR. W < mo \ I \ MAINTENANCE REQUIREMENTS: W I / SC ✓i 1. VEGETATION SHOULD BE INSPECTED \ I J I I I O REGULARLY TO ENSURE THAT PLANT 4" I f� I� / V / / / / / / / / / 3 + \ MATERIAL IS ESTABLISHING PROPERLY AND �� I / / / / / / / / / / �j / / / / / / / / _ I O REMAINS IN A HEALTHY GROWING CONDITION I I I I I 0._ _I 3 SP \,\ - - 0 � L \ \ APPROPRIATE FOR THE SEASON. IF DAMAGED \ I \ \ \� OR REMOVED, PLANTS MUST BE REPLACED BY Z I I I \ V E 15\ �0 A SIMILAR VARIETY AND SIZE. I I / \ 10 GL \ I l o 2. MOWING, TRIMMING, EDGING AND � \ \ I .65 D E. I \ cn - ss I v SUPERVISION OF WATER APPLICATIONS SHALL I \ I M N \ �� 0 TJ l BE THE RESPONSIBILITY OF THE CONTRACTOR I \ UNTIL THE OWNER OR OWNER'S I I I (52 1 REPRESENTATIVE ACCEPTS AND ASSUMES 3 / (� - \ 1 3 � I REGULAR MAINTENANCE. n I \ $ S \ SP \ I \\ \ \ m RO DY 1 3. ALL LANDSCAPE AREAS SHOULD BE CLEANED \ AND KEPT FREE OF TRASH, DEBRIS, WEEDS LANDSCAPE TABULATIONS65Q'a 5 AND OTHER MATERIAL. INTERIOR LANDSCAPING O MISCELLANEOUS MATERIALS: 1. 50% of the gross floor area is required to be landscaped. 0 1. STEEL EDGING SHALL BE 3/16" X 4 X 16' DARK / GREEN DURAEDGE STEEL LANDSCAPE EDGING 2. 1 canopy tree (4" cal) shall be provided for every 500 s.f. UNLESS NOTED OTHERWISE ON �- PLANS/DETAILS. 3. 1 understory tree (6' ht) shall be provided for every 250 s.f. 3 I 2. RROCK SHALL BE MINUS SEWER ROCK, 2" - 5" 4. 1 shrub (3 gallon) shall be provided for every 40 s.f. \ _2-5' MIN S SEWER \ \ 3 RO K, T P. \ I 50' B.L. A DY 3 -MULCH, TYP. 3 \ \I I DIAMETER. RIVER ROCK SHALL BE COMPACTED TO A MINIMUM OF 3" DEPTH OVER FILTER 5. 15% of the required area shall be groundcover (4" containers) �i I CE FABRIC. 6. 2% of required area shall be seasonal color (4" containers) �^ 6 DRIVE 2 Floor area: 5231 s.f. \ / DBH MB ' � FFE � � - - / --- -- t ( ------•- 6,.-- - - - - - - L �._ 1 �®� Ll 2615.5 s.f. 50%)4211 s.f. '� TLIN-FEZ 1�r I _ FH 5 canopy trees, 4" cal, 7 canopy trees, 4" cal. 00 00000 O y _ O O\00 00 00 O 00 10 understory trees, 6 1 10 existing understory trees ` EXISTING 10 U.E. _ _ 65 shrubs, 3 gal. 84 proposed shrubs 3 gal_ WV W - W - - W - - W - -- %A/ \ - \A/ - - W - - W - W PP WV- W - W - /- /T W W - W o E- E E E E- -_ - F\71 EE--t�$2.2 �� E I q� E E \ 392 s.f. groundcover (15/0) 392 s.f. groundcover 649.E _ _. h - - - - - - - - - - - 52 s.f. seasonal color (2%) 58 s.f. seasonal color Sgg °3Q' 2�" P P I 354, 8rj' P P -652 CHIS E>p"X" - `� �\ \ GTW \ T WV -•- • LANDSCAPE V \ Da = 650fs- _ \ _ 651. \ 651.5 1. Each parking island shall contain 1 canopy tree with the remaining area to - � _ - 64� W\ '_ �^ V - - W �W -1_7 So - W - - e W ' W_ \ - W be shrubs, groundcover, ornamental grasses or seasonal color. MES _ _ �Q- 2. The parking lot landscape requirement shall be as follows based on the parking located between the building fagade and the ROW. (Greater than 75% - - Q- / �- - 30 s.f. per parking stall) BERMUDA SOLID SOD, TYP. / Standard parking stalls: 3 FM 1709 WEST SOUTHLAKE BLVD 90 s.f. landscape 461 s.f. landscape (134' TXDOT R.O.W.) BLIFFERYARDS NORTH: 388 Lf. (residential) F1 PLANT SCHEDULE QTY LABEL COMMON NAME SCIENTIFIC NAME SIZE NOTES 10' buffer 10' buffer SHADE TREES 388/100 I.f. *3 canopy trees, 4" cal. = 12 1 canopy trees, 4" cal. (due to 8 CE Cedar Elm Ulmus crassifolia 4" cal. 12' 1 4' spread, matching utility easement) 3 RO Texas Red Oak Quercus texana 4" cal. 12' 1 4' spread, matching 388/100 I.f. *6 understory trees, 6' 1 = 17 0 understory trees, 6' 1 (due to utility easement) ORNAMENTAL TREES 388/100 I.f. *8 shrubs = 22 117 shrubs 18 MB Mexican Buckeye Ungnadia speciosa 6' 1 4' spread min. fence, 8' 1 fence, 8' 1 1 PH Possumhaw Ilex decidua 6' 1 4' spread min. matching South: 280 I.f. O SHRUBS 20' buffer 20' buffer 86 BAR Crimson Pygmy Barberry Berberis thunbergii 'Crimson Pygmy' 5 gal. full, 20" sprd, 24" o.c. 280/100 I.f. canopy trees, 4" cal. = 3 3 canopy trees, 4" cal. 51 DBH Dwarf Burford Holly Ilex cornuta 'Burford Nana' 5 gal. full, 20" spread, 36" O.G. 280/100 I.f.*2 understory trees, 6' 1 = 6 6 understory trees, 6' 1 9 DY Dwarf Yaupon Holly Ilex vomitoria 'Nana' 5 gal. full, 24" sprd, 24" o.c. 280/100 I.f.*6 shrubs = 17 51 shrubs 31 MS Flame Miscanthus Miscanthus x 'Purpurascens 3 gal. full, 20" spread, 36" O.G. 13 NRS Nellie R Stevens Holly Illex x 'Nellie R. Stevens' 7 gal. full, 40" o.c. West: 131 I.f. E 37 SP Spirea 'Goldflame' Spirea japonica 'Goldf/ame' 3 gal. full, 24" sprd, 36" o.c. 26 TS Texas Sage 'Purple Rain' Leucophyl/um x laevigatum 'Purple Rain' 3 gal. full, 24" sprd, 36" o.c. 10' buffer NA 50 WM Wax Myrtle Myrica cerifera 7 gal. full, 30" sprd, 40" o.c. 1/100 I.f. canopy trees, 4" cal. = 2 3 canopy trees, 4" cal. 2/100 Lf. understory trees, 6' 1 = 3 3 understory trees, 6' 1 GROUNDCOVER/VINES/GRASS CASE # . ZA2 3 - O 0 7 3 8/100 Lf. shrubs = 11 16 shrubs 180 GL Giant Lirope Liriope gigantea 1 gal. full, 18" o.c. East: 270 I.f. A 55 SC Seasonal Color 4" pots full, 12" o.c. 12 TJ Tam Juniper Juniperus sabina 'Tam' 1 gal. full, 18" o.c. 5' buffer NA- access easement Bermuda Solid Sod Cynodon dactylon GRAPHIC SCALE 3/100 Lf. canopy trees, 4" cal. =4 NA - access easement 2-5" River Rock - Minus Sewer Rock 6/100 I.f. understory trees, 6' ht =8. NA - access easement ` 20 4I FEET 8/100 I.f. shrubs = 11 NA - access easement Plant list is an aid to bidders only. Contractor shall verify all quantities on plan. All heights and spreads are minimums. Trees fence NA shall have a strong central leader and be of matching specimens. All plant material shall meet or exceed remarks as indicated. S a 1 "=20' - 0" E 0 y U1 U o a �.y00 uO gLO 'n Ci v> z C� g 0 ui Q TW 11 zU) XQ0 W z� LU a pOC Y Nun LU 00 IC0 V) UW LU � g O O ��PNDSCgpF R/CCo QOP "N'9T 2754,G'�P� Project Number: 24004 Drawn By: AWR Checked By: AWR Issue Date: 1-2-24 Revisions Sheet Title: LANDSCAPE PLAN Sheet Number: L1,01 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 fr 12" MIN. ALL SIDES (: 1 TREE PLANTING N.T.S. 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. NEVER CUT LEADER (3) 2" DIA. X 8' LENGTH LARGE METAL "T" POSTS IN UNDISTURBED SOIL PLACE TWO ON PREVAILING WIND SIDE OF TREE (PAINTED BLACK) TIE TO STAKE WITH PLASTIC CHAIN TIES MULCH - 3" MIN. DEPTH SET TOP OF ROOT BALL 3" ABOVE FINISH GRADE. BUILD 4" HT. SAUCER AROUND PLANTING PIT WITH TOPSOIL. - FINISH GRADE BACK FILL / PLANTING SOIL MIX. TILL IN WITH PARTS EXISTING SOIL, EXCLUDING LARGE CLODS AND ROCKS. 6" MIN. UNDISTURBED SUBGRADE 12" '01 MIN. ALL SIDES 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 N THE PLAN AND HALL BE HEALTHY WELL SHAPED, FULL G O S S U 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. FERTILIZER: 1 -2 -1 R SIMILAR ANALYSIS. NITR EN G COMMERCIAL0 0 0 0 SNITROGEN 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 JDCOVER AS J TOP OF MULCH SHOULD BE, AT MINIMUM, 1/2" BELOW ((�� m �C7Qp Ij�G �q LAYER OF MULCH, �G WALK OR CURBING �� i SETTLED THICKNESS CURB OR SIDEWALK, �1 �i • ' �+ G r! nr1 SHOULD BE 2" MIN. G NO STEEL EDGING �� a ,Im iC�''�� % �/. - 1'�/� ROOT BALL, DO NOT ALONG WALK, TYP. �P�O GV Y�� (, �,11d C,•� �J` \ Z A_ w G ` G DISTURB `� 1lof�� WV JQ` ` 4/V �V h d�r/v7 Cry OUa L G L /L WEED BARRIER FABRIC 71 1/2" MAXIMUM 9 e REF. LANDSCAPE as FOR SPACING (: 2 SHRUB PLANTING N.T.S. ANTI G SOIL MIX. TILL IN WITH PARTS - EXISTING SOIL, EXCLUDING LARGE CLODS AND ROCKS. UNDISTURBED SUBGRADE / NATIVE SOIL 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 R WN F THE PLANT HALL BEAR THE SAME RELATIONSHIP T THE CQ o s so 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 (%") 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 OF THE BALL AS WELL AS ALL NYLON 3 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 n r, coor min 4' 2.5' --- �N. MIN. _ 2 , i �11N. ! SPECIFIED 7 � BED BORDER MULCH t BACK OF CURB 3 SHRUB SPACING AND PLANTING AT B.O.C. N.T.S. 24" MIN. SETBACK / FOR SHRUBS & GROUNDCOVERS ALONG BACK OF CURB TO ALLOW FOR CAR OVERHANG SHRUBS AND GROUNDCOVER REFER TO PLANS FOR PLANT TYPES STEEL EDGING PREPARED SOIL MIX PLANTING AREA, REFERENCE PER SPECIFICATIONS LANDSCAPE PLAN MULCH PER SPECIFICATIONS ENSURE PROPER DRAINAGE 3/16" X 4" X 16" STEEL EDGING WITH ° a ° 4 ° a STAKES DECOMPOSED GRANITE / 4 ��✓ �h/ � ° a a RIVER ROCK 1/2" MAXIMUM LAWN - - FILTER FABRIC, WRAP UP AT EDGING, TYP. III T, COMPACTED SUBGRADE NOTE: NO STEEL EDGING - TO BE INSTALLED ALONG DECOMPOSED GRANITE AND/OR SIDEWALKS RIVER ROCK TO BE COMPACTED TO A 3" DEPTH 4 STEEL EDGING DETAIL N.T.S. rj DECOMPOSED GRANITE / RIVER ROCK N.T.S. 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 Y2" 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 CASE #: ZA23-0073 ° O 00 >." a o �bL a �.�00 �.Ln ° O FCd Ln ° Ci Cd t n 0. cd U w w z g z 0 LU zQ 0 w z Q pOC Y LU g L 00 m LU g 0 i ��PNDSCgpF �.1. R/C QOP 0 n 2754,G'�P� U Project Number: 24004 Drawn By: AWR Checked By: AWR Issue Date: 1-2-24 Revisions Sheet Title: LANDSCAPE SPECS AND DETAILS Sheet Number: L1,02 L EM O 6a 6a I � r r r r /DRIP ZONE #4- i 15 15 I 1� 15 I I � �C6 I I � � I 1 O O I I � I 1� z I I 5/8" IRFC GTW ' I�1 Know what's below. Call before you dig. 15 15 15 15 15 15 15 15 15 15 15 I I D4 S5 I I DRIP (SHRUBS) II �I 18" LINE 1�8.8 �1.5 ��m SPRAYS SPACING r r (TURF) I I I LOT 6R2 101,308 Sq. Feet ; 2.33 Acres ; - - - - S89030'2911W FM 1709 WEST SOUTHLAKE BLVD (134' TXDOT R.O.W.) J, r1 r, r, .r DRIP ZONE #4 1 /2" IRSC O ❑ 0 ❑ I - o 3" Main Sleeve O 3" Lateral Sleeve T 2 2" Wire Sleeve (2)3" Lateral Sleeve 8a , 8a �'' 10a (TREE O 10a --- --- S 4 10a BUBBLER) _ ' 4` � .5" Mainline �' NOTE: SEE DETAIL FOR TREE 0 O / ZONE'S LATERAL CONNECTIONS. QQ z 10a p CL 10a _ 10a ' DRIP ZONE #4 r // o i SPRAYS / o j/j4I (TURF) DRIP ZONE #3 '�� / D 3 co IRRIGATION CONTROLLER WITH ON -SITE 11,9 WEATHER MONITOR, WEATHER SENSORS o z LOCATED PER MANUFACTURE l N SPECIFICATIONS, VERIFY LOCATION IN THE U DRIP (SHRUBS) FIELD WITH OWNER AND CONTRACTOR o 18" LINE I / SPACING ,0 DRIP ZONE #1 1.5" Mainline 15 15 15 15r i s i \ �" \ LL 0 N � W 0 z T \ \ C!) Cco N N Q \ o o a \ N o Q Q z U N �I N N N m I, \ wN \ o i N 0 0 ✓; �� of / N z Lr) ' 0 " r , ✓a M Uer o ^LCL DRIP (SHRUBS) DRIP ZONE #2 18" LINE O Q -- --- _SPACING --_-_--- <4 D2 ---- --------- 1 3 Main Sleeve 1 3.8 L 1 1 3" Lateral Sleeve I I 2" Wire Sleeve NOTE: SEE DETAIL FOR TREE (2)3" Lateral Sleeve i I ZONE'S LATERAL CONNECTIONS. I-� I S 3 Main Sleeve T 1 I � I 3" Lateral Sleeve I_ n L0 i 2" Wire Sleeve 1 19,5 G T i I I 1 o J 15a 1 1 15a r I i I � 15a 15a D 1 S2 (TREE Q I i II i BUBBLER) 15a S3 i II 1 U 0 15a 15a I I I DRIP (SHRUBS) 15a15a I I 18" LINE 8a 12a (2)3" Lateral Sleeve SPACING 6a S2 S 1 /I 4a 4a S 10 p GG 4�,.- Q 8a 8a I> 15a Q C> 15a_15a n I I 15a 15a 15a 1�19.5 �® DRIP ZONE #1 SPRAYS xz lt 1/ `! / X 15a (TURF) 15a 15a 15a 15a 15a 15a 15a 15a 15a - 15a } 354.85' 3 = 1" IRRIGATION METER, ISOLATION = A L VALVE, WYE STRAINER, 1" DCVAAND 2 MASTER VALVE (REFERENCE CIVIL FOR LOCATION) d � SD 0 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. CHISLED 'Y' SET SLEEVING NOTES IRRIGATION PROJECT NOTES - - 1. PIPING AND CONTROL WIRES SHALL BE INSTALLED IN 1. THE LOCATION OF MAINLINE AND VALVES ON THIS SEPARATE SLEEVES UNDER PAVING. REFERENCE PLAN MAY BE SHOWN IN PAVED AREAS FOR DESIGN DRAWINGS FOR SLEEVE SIZE AND LOCATION. CLARITY ONLY. IRRIGATION ELEMENTS HAVE BEEN SHOWN ON THIS PLAN AS ACCURATELY AS POSSIBLE 2. SLEEVES SHALL BE FURNISHED AND INSTALLED BY WITHOUT THE FORFEIT OF DESIGN CLARITY AND GENERAL CONTRACTOR. INTENT. ALL PIPES AND VALVES SHALL BE INSTALLED WITHIN PERVIOUS AREAS. ALL PIPE AND WIRES THAT 3. INSTALLATION OF SLEEVES SHALL BE TWENTY - FOUR CROSS UNDER PAVING SHALL BE INSTALLED IN (24") BELOW TOP OF PAVEMENT OR FINISHED GRADE. SEPARATE SLEEVES AS SPECIFIED. 4. SLEEVES SHALL EXTEND ONE (1) FOOT BEYOND EDGE 2• ALL SPRINKLER EQUIPMENT NUMBERS REFERENCE OF ALL PAVEMENT AND STAKED FOR LOCATION. THE HUNTER EQUIPMENT CATALOG UNLESS OTHERWISE INDICATED. 5. ALL SLEEVES SHALL BE SCHEDULE 40 PVC PIPE, CAPPED ON BOTH ENDS AND SIZED AT LEAST TWO 3. TEN DAYS PRIOR TO START OF CONSTRUCTION, TIMES LARGER THAN THE DIAMETER OF THE PIPE IRRIGATION CONTRACTOR SHALL VERIFY STATIC INSIDE THE SLEEVE. WATER PRESSURE. THE IRRIGATION SYSTEM FOR THIS SITE IS DESIGNED TO OPERATE WITH A PRESSURE OF 6. SLEEVE LOCATIONS SHALL BE MARKED ONTO THE SIXTY FIVE (65 PSI) POUNDS PER SQUARE INCH. CURB WITH A SAWCUT OF TWO PARALLEL LINES THAT SHOULD THE DESIGN PRESSURE FOR THE SYSTEM ARE TWO (2") INCHES LONG AND ONE (1 ") APART. BE HIGHER THAN THE EXISTING PRESSURE, THE IRRIGATION CONTRACTOR SHALL NOTIFY THE 7. CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION IRRIGATION DESIGNER IMMEDIATELY. OF SLEEVES AND SHALL ALSO BE RESPONSIBLE FOR LOCATING ANY SLEEVE THAT CANNOT BE FOUND 4. IRRIGATION CONTRACTOR SHALL COORDINATE THE DURING THE INSTALLATION OF THE SYSTEM. LOCATION OF THE CONTROLLER AND SENSORS WITH THE GENERAL CONTRACTOR AND OWNER. A 110 VOLT 8. CONTRACTOR SHALL FURNISH OWNER AND ELECTRICAL SERVICE TO POWER THE IRRIGATION IRRIGATION CONTRACTOR WITH AN 'AS -BUILT' CONTROLLER SHALL BE PROVIDED BY THE GENERAL DRAWING SHOWING ALL SLEEVE LOCATIONS. CONTRACTOR AT THE LOCATION SHOWN ON THIS PLAN. IRRIGATION GENERAL NOTES 5. WATER SERVICE TAP, METER AND LEAD FOR THE 1. THE IRRIGATION CONTRACTOR SHALL COORDINATE IRRIGATION SYSTEM SHALL BE PROVIDED AND INSTALLATION OF THE IRRIGATION SYSTEM WITH THE INSTALLED BY THE GENERAL CONTRACTOR. SERVICE LANDSCAPE CONTRACTOR SO THAT ALL PLANT LINE AND METER SHALL BE SIZED AS NOTED ON THIS MATERIAL WILL BE WATERED IN ACCORDANCE WITH PLAN. THE INTENT OF THE PLANS AND SPECIFICATIONS. 6. TYPE AND INSTALLATION OF THE WATER METER AND 2. THE CONTRACTOR SHALL BE RESPONSIBLE TO NOTIFY BACK FLOW PREVENTION DEVICE SHALL BE THE IRRIGATION DESIGNER OF SITE CONDITIONS OR DETERMINED BY THE GOVERNING AUTHORITY. AN ASSUME FULL RESPONSIBILITY FOR ANY AND ALL ON ISOLATION VALVE SHALL BE PROVIDED BETWEEN SITE REVISIONS NECESSARY. THE WATER METER AND BACK FLOW DEVICE. 3. CONTRACTOR TO VERIFY DESIGN AND ITS INTENT TO 7. ALL CALCULATIONS FOR THIS IRRIGATION SYSTEM PROVIDE FULL COVERAGE TO ALL NEW PLANTING ARE BASED ON PRODUCTS AND EQUIPMENT MATERIAL. INFORMATION PROVIDED BY HUNTER. INSTALLATION OF THESE PRODUCTS SHALL NOT EXCEED 4. NOTIFY IRRIGATION DESIGNER OF ANY LAYOUT MANUFACTURERS RECOMMENDATIONS. DISCREPANCIES PRIOR TO BIDDING. 8. REFERENCE HUNTER GUIDELINES AND 5. LOCATE ALL UTILITIES AND SITE LIGHTING CONDUITS SPECIFICATIONS PRIOR TO INSTALLATION. CONFIRM BEFORE IRRIGATION INSTALLATION BEGINS. REQUIREMENTS FOR CONTROLLER, WATERPROOF ( CONNECTIONS, GROUNDING, SURGE PROTECTORS, 6. IRRIGATION CONTRACTOR TO PROCURE ALL PERMITS, DECODERS, VALUES, AND WIRING PRIOR TO LICENSES AND GIVE ALL NECESSARY NOTICES INSTALLATION. HUNTER TECHNICAL SERVICES (760) THROUGHOUT THE DURATION OF THE PROJECT. 591-7383. WWW.HUNTERINDUSTRIES.COM 7. THE CONTRACTOR SHALL BE A REGISTERED LICENSED 9• SPRAY HEADS LOCATED IN TURF AREAS SHALL BE IRRIGATOR IN GOOD STANDING WITH THE STATE OF HUNTER PROS-04-PRS30 SPRAY BODIES WITH PRO TEXAS BOARDS AND REGULATORS. ADJUSTABLE NOZZLES, FIXED ARC NOZZLES, AND STRIP PATTERN NOZZLES RATE AND AS INDICATED ON 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY THE PLAN. AND ALL PLANT MATERIAL UPON ACCEPTANCE AND THROUGH THE WARRANTY PERIOD FOR DAMAGE 10. IRRIGATION REMOTE CONTROL VALVES SHALL BE 1" DUE TO IRRIGATION SYSTEM FAILURE. AND/OR 1.5" HUNTER ICV AS INDICATED. PRIOR TO ALL REMOTE CONTROL VALVES, INSTALL A NOMINALLY 9. ALL ASPECTS OF THE IRRIGATION INSTALLATION SIZED BALL VALVE WITHIN THE SAME BOX. SHALL CONFORM WITH THE PROPER GOVERNING AUTHORITIES, CODES AND ORDINANCES. 11. SIZE OF VALVES ARE AS SHOWN ON PLAN. VALVES SHALL BE INSTALLED IN APPROVED BOXES WITH 10. SLEEVES SHALL BE FURNISHED AND INSTALLED BY COVERS LARGE ENOUGH TO PERMIT MANUAL GENERAL CONTRACTOR. SLEEVE MATERIAL SHALL BE OPERATION, REMOVAL OF SOLENOID AND / OR VALVE SCHEDULE 40, SIZE AS INDICATED ON PLAN. REFER TO COVER WITHOUT ANY EARTH EXCAVATION. OWNERS SLEEVING NOTES. MAY ELECT LOCKING BOXES ON A PROJECT BY PROJECT BASIS. 11. ALL MAIN LINE AND LATERAL LINE PIPING IN PLANTING AND LAWN AREAS SHALL HAVE A MINIMUM OF 12 12. QUICK COUPLING VALVES SHALL BE HUNTER INCHES OF COVER. ALL PIPING UNDER PAVING SHALL INSTALLED PER DETAIL SHOWN. SWING JOINTS SHALL HAVE A MINIMUM OF 18 INCHES OF COVER. BE CONSTRUCTED USING Y4" SCHEDULE 80 ELBOWS. CONTRACTOR TO VERIFY LOCAL FREEZE DEPTHS AND CONTRACTOR SHALL SUPPLY OWNER WITH TWO (2) ADJUST DEPTH OF COVER ACCORDINGLY. HQ-3-RC COUPLERS WITH (2) HK-33 KEYS AND TWO (2) HS-0 HOSE SWIVELS AS PART OF THIS CONTRACT. 12. ZONE VALVES SHALL NOT BE LOCATED WITHIN THREE (3) FEET OF ANY DRIVEWAY, TRAFFIC AISLE, ISLAND 13. IRRIGATION SYSTEM AUTOMATIC CONTROLLER SHALL ETC. WHERE THEY WILL BE DAMAGED BY VEHICLES BE HUNTER PRO-C-12 STATION - PC-1200 WITH RAIN DRIVING OVER CURBS. AND FREEZE SENSORS. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. CONFIRM 13. ALL NOZZLES IN PARKING LOT ISLANDS AND PLANTING WIRING, GROUNDING AND SURGE PROTECTION BEDS SHALL BE LOW ANGLE NOZZLES TO MINIMIZE REQUIREMENTS BEFORE INSTALLING. OVER SPRAY ON PAVEMENT SURFACES. 14. DRIP IRRIGATION REMOTE CONTROL VALVES SHALL BE 14. AUTOMATIC CONTROLLER SHALL BE INSTALLED AT HUNTER ICZ-101-LF-40 AS INDICATED. DRIP TUBING LOCATION SHOWN. POWER (120V) SHALL BE LOCATED SHALL BE HUNTER HDL-06-12-CV. IN A JUNCTION BOX WITHIN FIVE (5) FEET OF CONTROLLER, LOCATION BY OTHER TRADES. RAIN 15. INSTALL DRIP TUBING/LINES PER MANUFACTURERS AND FREEZE SENSORS SHALL BE INSTALLED WITH RECOMMENDATIONS. USE PLD-LOC FITTINGS PLD-LOC EACH CONTROLLER. 075, PLD-LOC 050, PLD-LOC ELB, PLD-LOC CPL, PLD-LOC CAP, PLD-LOC TEE, PLD-LOC OR USE FHS 15. ELECTRICAL SPLICES SHOULD BE LOCATED AT EACH BARB FITTINGS PLD-075, PLD-050, PLD-ELB, PLD-CPL, VALVE AND CONTROLLER ONLY. PLD-CAP, PLD-TEE, PLD-075-TBTEE, PLD-BV. USE ECO-INDICATOR ECO-ID. USE LINE FLUSHING VALVE 16. PROVIDE A 3/4" BLOW DOWN DRAIN TEE TO ALLOW HUNTER AFV-B. WATER TO BE BLOWN FROM THE IRRIGATION LINES/SYSTEM. 16. DRIP TUBING SHALL BE SPACED 18" APART IN SHRUB AREAS. REFER TO MANUFACTURERS 17. DISTURBED AREAS IN NEED OF TURF ESTABLISHMENT RECOMMENDATIONS. MAY EXIST BEYOND COVERAGE LIMITS OF THE PERMANENT IRRIGATION SYSTEM. IN THESE AREAS, 17. TREE BUBBLERS SHALL USE HUNTER PROS-06-PRS30 CONTRACTOR TO DETERMINE A TEMPORARY MEANS BODIES WITH HUNTER MULTI -STREAM BUBBLERS TO ESTABLISH NECESSARY TURF. CONTRACTOR IS MODEL MSBN-50H NOZZLES. ENCOURAGED TO BEGIN TURF ESTABLISHMENT IMMEDIATELY UPON FINAL GRADE IN ACCORDANCE 18. ALL VALVE CONTROL WIRE SHALL BE SIZED PER - - WITH AND TO SATISFY SWPPP. MANUFACTURER GUIDELINES BY THE CONTRACTOR ACCORDING TO THE ACTUAL FIELD DISTANCE. ALL 18. PROVIDE WITH OWNER A COPY OF ALL INSTALLED CONNECTIONS SHALL BE WATER -PROOF, KEPT TO A EQUIPMENT AND LINES (AS BUILT PLANS.) MINIMUM, AND LOCATED IN AN APPROVED BOX. 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 W W W.TECQ. STATE.TX. U S. z C� g O LU `� Q W zU) 0 w X Q zLU LU a pOC Y Nun LU 00 m V) ULJ LY � g O O :s ....................... .....................* CODY S RICHARDSON 23713 C' Project Number: 24004 Drawn By: AWR Checked By: AWR Issue Date: 5-16-24 SUGGESTED LATERAL PIPE SIZE, CLASS 200 PVC IRRIGATION LEGEND NOTE TO CONTRACTOR: 1. PLAN SHEETS DO NOT SHOW EXISTING AND PROPOSED UTILITIES FOR R2VISIOnS SYMBOL DESCRIPTION MANUFACTURER MODEL NO. CLARITY ONLY. CONTRACTOR TO LOCATE ALL UTILITIES PRIOR TO FLOW RANGE GPM PIPE SIZE 10a. SPRAYS WITH PRO ADJ. NOZZLES HUNTER PROS-04-PRS30 INSTALLATION. CONTRACTOR IS TO USE EXTREME CAUTION IN DIGGING 0 - 8 GPM 3/4" AND TRENCHING TO AVOID EXISTING AND PROPOSED UTILITIES. R20 . NOT SHOWN 8 -12 GPM 1" 25R, NOT SHOWN 12 - 22 GPM 1-1/4 " `V MULTI -STREAM BUBBLERS HUNTER PROS-06-PRS30 W/ MSBN50H NOZZLES 22 - 28 GPM 1-1/2" REMOTE CONTROL VALVE HUNTER ICV 28 GPM 2" m 1" DOUBLE CHECK ASSEMBLY FEBCO 850 SERIES HDL DRIPLINE HUNTER HDL-06-12-CV O LINE FLUSHING VALVE HUNTER AFV-B O� PRESSURE OPERATOR INDICATOR HUNTER ECO-ID Sheet Title: ® DRIP CONTROL VALVE HUNTER ICZ-101-LF-40 IRRIGATION LEGEND SYMBOL DESCRIPTION IRRIGATION ® 1" IRRIGATION METER P LA N O HUNTER - PRO-C-12 STATION - PC-1200 WITH RAIN AND FREEZE SENSORS N ISOLATION VALVE LATERAL PIPING REFER TO PLAN CLASS 200 PVC MAINLINE PIPING REFER TO PLAN SCH. 40 PVC, SIZED AS SHOWN i (INSTALL THRUST BLOCKS AND AIR/VACUUM RELIEF VALVES AS NECESSARY TO PROTECT MAINLINE SYSTEM) Sheet Number: IRRIGATION SLEEVE, SCH. 40 PVC, MIN. TWICE SIZE OF PIPE TO BE INSERTED, ONE SLEEVE PER PIPE GRAPHIC SCALE CONTROL WIRING SLEEVE, 2" SCH. 40 PVC - 0 20 40 FEET VALVE STATION (WHERE D = DRIP TUBING, S = SPRAY, R = ROTOR, T = TREE DRIP) D p 1 p VALVE SIZE S a 1"=20' - 0" L2,01 1" °.° GPM 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. QUICK -COUPLING VALVE: HUNTER MODEL HQ-3RC FINISH GRADE/TOP OF MULCH PLASTIC VALVE BOX ` 3" Iy1IN. WITH PURPLE COVER BALL VALVE " PVC SCH 40 ELL O� C) BRICK (1 OF 4) h I PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) 2" x 2" REDWOOD STAKE W/ PVC MAINLINE PIPE STAINLESS STEEL GEAR CLAMPS OR EQUIVALENT SCH 80 NIPPLE SUPPORT SYSTEM AND SCH 40 ELL 3-INCH MINIMUM DEPTH OF - - PVC SCH 40 TEE OR ELL 3/4-INCH WASHED GRAVEL 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. 2 QUICK COUPLING VALVE N.T.S. - SET HEAD FLUSH WITH 4 FINISH GRADE MIN. FINISH GRADE/ TOP OF MULCH %A //vyx AAA% MODEL: PROS-04-PRS30 EDGE OF PAVING /A�VAAAj W/ PRO ADJUSTABLE OR FACE OF WALL NOZZLES (I Oa) OR STRIP PATTERN NOZZLES AS MP ROTATOR USE 12" INDICATED ON PLAN.' PROS-04-PRS40 SPRAY BODY MIN. MODEL AND PROS-04-PRS30 FOR SHORT RADIUS, PVC FLEX HOSE OR SWING PIPE ROTATOR NOZZLES ARE=F SPECIFIED AS FOLLOWS: PVC STREET ELL OR MP-800SR = 6'- 12' M ALE BARBED ELBOW MP-1000 = 8' - 15' MP-2000 = 13' - 21' MP-3000 = 22' - 30' MP STRIPS MP CORNERS LABELED AS: RXX LATERAL LINE WITH (WHERE XX = DISTANCE OF PVC TEE OR ELL THROW) ROTORS USE PGP ULTRA, - PVC STREET ELL OR PGP-04-PRB MODEL W/ MALE BARBED ELBOW MPR-25, -30, OR -35 NOZZELS LABELED AS: XXR NOTE: 1. MAY NOT BE USED IN LANDSCAPE AREAS LESS THAN FORTY-EIGHT INCHES (48") IN LENGTH OR WIDTH. 7 POP-UP SPRAY BODY OR POP-UP ROTOR N.T.S. 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 OF 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 - DOUBLE CHECK VALVE ASSEMBLY WYE STRAINER - (REFERENCE PLAN FOR SIZE & TYPE) ISOLATION VALVE - r METER BOX FINISH GRADE/ 11 TOP OF MULCH �V X PVC ELL PVC PIPE TO �oOoo�O �dJ��°odJ° 4�cc boo- IRRIGATION MAIN LINE (REF. PLAN FOR SIZE) -SCHEDULE 40, BRASS FROM WATER METER OR GALVANIZED NIPPLE AS REQUIRED - 4" THICK LAYER OF GRAVEL 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. 3 DOUBLE CHECK ASSEMBLY N.T.S. WATERPROOF CONNECTORS (2) 18"-24" COILED WIRE TO CONTROLLER SCH. 80 CLOSE NIPPLE, MATCH SIZE TO VALVE PVC SLIP X MPT ADAPTOR IRRIGATION LATERAL BRICK SUPPORTS (4) FILTER FABRIC - WRAP TWICE AROUND BRICK SUPPORTS 3/4" WASHED GRAVEL - 4" MIN. DEPTH HUNTER REMOTE CONTROL VALVE (ICZ) WITH FILTER REGULATOR HUNTER REMOTE CONTROL VALVE (ICV) WITH FLOW CONTROL WATERPROOF - CONNECTORS (2) 18"-24" COILED WIRE TO CONTROLLER MIN. 1" SCH. 80 CLOSE NIPPLE, [25MMICL SIZE PER RCV i' '"' ""' PVC SLIP X FPT ADAPTOR IRRIGATION LATERAL t I IRRIGATION VALVE BOX: HEAT STAMP LID WITH'RCV' IN 2" LETTERS SCH. 80 CLOSE NIPPLE, MATCH SIZE TO VALVE FINISH GRADE AT ADJACENT SURFACE (TURF OR MULCH) 8 DRIP CONTROL ZONE KIT W/ ISOLATION VALVE N.T.S. BRICK SUPPORTS (4) FILTER FABRIC - WRAP TWICE AROUND BRICK SUPPORTS 3/4" WASHED GRAVEL - 4" MIN. DEPTH 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 IRRIGATION VALVE BOX: HEAT STAMP LID WITH'RCV' IN 2" LETTERS SCH. 80 CLOSE NIPPLE, SIZE PER RCV ISOLATION VALVE FINISH GRADE AT ADJACENT SURFACE (TURF OR MULCH) ........... MAINLINE AND FITTINGS 4 IN -LINE VALVE (ICV) WITH ISOLATION VALVE N.T.S. ISOLATION VALVE PVC SLIP X MPT ADAPTOR MAINLINE AND FITTINGS C (nUL) h'tK PLAIN 'LD-LOC FITTING FINISHED GRADE MULCH PER LANDSCAPE PLAN HDL RISER - LENGTH AS REQUIRED SOIL PLD OR PLD-LOC FITTING PVC SUPPLY HEADER 9 HUNTER DRIPLINE CONNECTION W/DRIPLINE AND ELBOW N.T.S. 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 MAINLINE 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 ATTEN 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 -4" MIN. CLEARANCE PAVEMENT \i A�/V - �/ �i DITCH SLEEVES 18 MIN. PVC CAP (TYPICAL) PERMANENT MARKER FIN MIN. TO FINISH GRADE PAVING 1 r _ \\/ \/\// / 18" PVC CAP NOTES: (TYPICAL) 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. 5 IRRIGATION PVC SLEEVES N.T.S. III- ,=11 MI ECO INDICATOR FINISHED GRADE ADJACENT MULCH PVC LATERAL PIPE FLEX TUBING ECO INDICATOR- FLEX TUBING N.T.S. 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 COMPATIBLE HUNTER CONTROLLERS: ICC, PRO-C, PCC / t 4 e aMOW .�® �h i �_1.9 CLEARANCE MIN. 3/4" CONDUIT FOR 120/230 VAC J 1-1/4", 1-1/2" OR 2" CONDUIT FOR VALVE WIRES AS APPROPRIATE BY UNDERWRITERS LABORATORIES SOLAR SYNC MODULE; MOUNT LESS THAN 6' AWAY FROM CONTROLLER. MODULE CAN BE MOUNTED INTERNALLY WHEN PAIRED WITH THE PCC CONTROLLER. \\ O ®�0. O WIRE FROM MODULE TO SENSOR SHALL BE 18/2. USE CONTROLLER • SMART PORT TO CONNECT TO MODULE UNIT NOTE: 1. WEATHER SENSORS ARE TO BE PROVIDED AS REQUIRED BY LOCAL CODES. VERIFY LOCAL REQUIREMENTS PRIOR TO INSTALLATION. 1 PRO-C CONTROLLER W/SOLAR SYNC SYSTEM N.T.S. SECTION VIEW MAINLINE, LATERAL, AND WIRING IN THE MAINLINE LATERAL WIRING IN SAME TRENCH PIPE PIPE CONDUIT PLAN VIEW WIRE W/O CONDUIT ./ �. 7_ 7 j RUN WIRING BENEATH ALL SOLVENT WELD TIE A 24-INCH LOOP IN ALL WIRING AND BESIDE MAINLINE. PLASTIC PIPING TO AT CHANGES OF DIRECTION OF 30' TAPE AND BUNDLE AT BE SNAKED IN OR GREATER. UNTIE AFTER ALL 10-FOOT INTERVALS. TRENCH AS SHOWN. CONNECTIONS HAVE BEEN MADE. 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. 6 PIPE AND WIRING TRENCHING N.T.S. 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 SECTION VIEW 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. TREE BUBBLER ASSEMBLY WITH HUNTER PROS-06-PRS30 N.T.S. w a X w 0 U >." U o a �.�00 �.Ln cn �:uO Cd <` n ¢� ti 0 O F �n O LO 0. cd U U w z g 0 UJ zQ w Q 00C Y >g UJ 00 m V) Lii g 0 i :s *' ..* ................... CODY S RICHARDSON 23713 C' Project Number: 24004 Drawn By: AWR Checked By: AWR Issue Date: 5-16-24 Revisions Sheet Title: IRRIGATION SPECS AND DETAILS Sheet Number: L2,02