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ZA24-0024 PUBLIC HEARING NOTICE ZA24-0024 • Plat Revision for Lots 3R1 and 3R2, Block 1, Parkway Office Center Addition, being a revision of Tract 6C, Thomas M. Hood Survey Abstract 705, and Lot 3A, Block 1, Parkway Office Center Addition, Tarrant County, Texas, and located at 1700 N. White Chapel Blvd. and 190 W. SH 114, Southlake, Texas. • Current Zoning:“S-P-1” Detailed Site Plan District • To consider revising a plat to be in conformance with the requested zoning of case ZA24-0009; Lambert Home Headquarters. • Dear Property Owner, Your property has been identified as being within the prescribed 200-foot notification area of the above referenced property that is proposed for Plat Revision. Because your property meets the above criterion, state and local laws may grant you special privileges when the city considers such requests. If the property to be replatted was limited by an interim or permanent zoning classification to residential use for not more than two units per lot during the preceding five years or was limited by deed restrictions to residential use for no more than two units per lot then the following shall apply: Texas Local Government Code Section 212.015, Additional Requirements for Certain Replats, Subsection (c) If the proposed replat requires a variance and is protested in accordance with this subsection, the proposed replat must receive, in order to be approved, the affirmative vote of at least three-fourths of the members present of the municipal planning commission or governing body, or both. For a legal protest, written instruments signed by the owners of at least 20 percent of the area of the lots or land immediately adjoining the area covered by the proposed replat and extending 200 feet from that area, but within the original subdivision, must be filed within the municipal planning commission or governing body, or both, prior to the close of the public hearing. If you wish to register your opposition or support to this action, you may complete and send the enclosed Notification Response Form to the Planning & Development Services Department. You are encouraged to follow the requested action through final approval because changes are often made during the review process. Please contact the Planning and Development Services Department if you have any questions: Dept. Phone: (817) 748-8621 or Email: MBarclay@ci.southlake.tx.us CITY OF SOUTHLAKE PLANNING & DEVELOPMENT SERVICES 1400 Main St.; Suite 310 Southlake, TX 76092 Phone: (817)748-8621 www.cityofsouthlake.com Planning and Zoning Commission Thursday, June 6, 2024 6:30 PM Town Hall Council Chambers 1400 Main Street Southlake, Texas Notification Response Form ZA24-0024 Plat Revision Lambert Homes Meeting Date: June 06, 2024 at 6:30 PM Fill out: Owner: _____________________________ Address: ____________________________ City, State, Zip Code: __________________ PLEASE PROVIDE COMPLETED FORMS VIA MAIL, FAX OR HAND DELIVERY BEFORE THE START OF THE SCHEDULED PUBLIC HEARING. Being the owner(s) of the property so noted above, are hereby in favor of opposed to undecided about (circle or underline one) the proposed Plat Revision referenced above. Space for comments regarding your position: ___________________________________________________________ ___________________________________________________________ ___________________________________________________________ ___________________________________________________________ ___________________________________________________________ Signature: _______________________________________ Date: ______ Additional Signature: _______________________________ Date: ______ Printed Name(s): _____________________________________________ Must be property owner(s). Otherwise contact the Planning Department. One form per property. Phone Number (optional): ______________________________________ Direct questions and mail responses to: City of Southlake Planning & Development Services Notification Response 1400 Main St; Ste 310 Southlake, TX 76092 Phone : (817) 748-8621 SH 1 1 4 F R WHITE CHAPEL BLVDWHITE CHAPEL BLVD SH 1 1 4 F R SH 1 1 4 F R W Y SH 1 1 4 F R W Y 190 200 18001900 190 190190 190 190 190 190 204 210 1700 140 3 4 5 1 6 2 1000 1001 Vicinity Map ZA24-0024 ® 0 160 32080 Feet 190 W S.H. 114 and 1700 N White Chapel Blvd. Legend Address Points City Parcels Right Of Way City Limit Case Parcel(s) 200 Foot Buffer 300 Foot Buffer Parcels Within Buffer i I ~ :':i :c >-:::, 0 Vl ' c< ~ z w u w u u: u.. 0 >-~ i W HIGHLAND ST a "' 00 w ~ SITE 0 E DOVE RD VICINITY MAP LEGEND IRF IRON ROD FOUND CIRF CAPPED IRON ROD FOUND IPF IRON PIPE FOUND IRS 1 /t IRON ROD SET WITH PlASTIC CAP STAMPED ·ors 817-275-3361" PRJCT PlAT RECORDS OF TARRANT COUmY, TEXAS DRJCT DEED RECORDS OF TARRANT coumr, TEXAS NOTES: NTS THE SHIVERS FIIMILY PARINERSHIP, LTD VOL 13218, PG 461, DRTCT REBECCA U1l.EY & DEBORAH PURYEAR INST No 0223056415, DRICT 0=0'34'08" R=/359.78' T=6.75' l=IJ.50' GRID COORDINATES N N 7,035,046.293 E 2,362,174.679 CH=S0'17'04T CL=IJ.50' ---------. --_N1!42'56"E N ~5.31' • --_L --=-=t ------... .,.--..------...:lic---,1;"'2"..,1;2· IRF ------...,F.----=::: -149_97"::f --5-FooT unlllY E:ASEMEIIT J -------------r~: 365.68' 1 Ns 9-,2 -56 r-;,-:. --~ ciRF(L_ff!Es) fl'l I BY THIS PLAT N89'42'56tl-'---"----I il'i I __ _ys9·42'56"w 289._7_.'! _____________ _,, ____ 0 _,,,845_ oR:29o9·o5o0:oo" ----------------~m" -I ·, /;..J I • DR/'JNAGE E:ASEMENT _ • • / I L =46.34 N ._, 1o == ' l-22.81. ' H ~ 15 I=: CL,,,41.72' 2 j I ,,, ACC£SS, UlllllY AND R=/443' ~T=2950, I ~ ~ I ~ o I BY THIS PLAT '~14-57 • / "g> 2: ! CH=544'42'56''w "'.___ . _-e-------e---+--------------------e--CN=N444256[/ <o SGJ . , _, , REMAINDER OF LOT 2, ~ ,-TRACT 1 2: ~ ~ ~/ 539·14•12-W 49.0I! 589'42'56''w 176.61' 0=80 ,4J'J 9':/" C~;~~~:"w o/ ~ :§~ I i:~~-i/5 PARKWAY OFFICE CENTER S89'25'44~-:: 61.50' ,-, I z / 0 _74 .07 .58 .. R=2950 \ ,-1, ::: ., "1 I T=IJ.90 L 388 184 PG 71 P= REMAINDER OF LOT 3, iii -, T=25.07' \ 1036 e, i-L=25.98' VO -• • "'"' PARKWAY OFFlCE CENTER I / R=2950, TRACT 2 L=4l 56, o \ " "' i t; CH,S25'JO 6"[ VOL 388-184, PG 71. PRTCT J ~:&-~~-CH=N49'55'14"~ \ , I I :(j !;I§ CL=2514' I I ...,I , ·w 1.423ACRESOUTOFTHOMASM. Cl-3821 \ , I :'5o ~ I S CH=S4l'OI 48 HOOD SURVEY, ABSTRACT NO. 706 • "-.J •"' 5.,, I I :;; I CL=35-55 ' CONVEYED TO HAROLD KNIGHT AND 0=41'55'48" / '\ I~ I i,ii FI J,L. CROW, VOL 7046, PG 1593, R=54.50'~ \ \ I 6 I LDT 3 R 1 : ~: /539:::;;·.:5:4~54d DRTCT CH=53:~;;;~ ",'\ \ ~ I ;! , □i::.z4:~~~6 : ,,_ &< ~=i~-~i'.3'.. i_:;i;~~2 0, L □T 3R2 C/=39.oo· 0=50'36?8"/\ \ I <I_ ·o. ~ ✓ ~-/462' T-12.88 ~ 2.21 9 ACRES R=SJ.50' \ \ I \ V. 'i!' I-• , l.=24.29' T=25.29' \ \ I c._/'\ ~-qb_ "-~1=28.58_ . .. CH=52 n 2•,st (96,665 S.F.l L=47_26 , i I 536'55'54"£ 29.84' \ _., \ CH=Nl 5 18 19 W Cl=2J6/' I Cll=N26'/0'5B"W T I "<e /_! Cl=28.25' • Clc45.7J' •= • I I :::::~• "'• ,1 ,,_. \ SD'/7'04"[ 9.87' DcJ6'48'27" f. :'J I ;:-; ;;; 1 f R=4.5o' 0=90·15'40" 1'! " 1 I J f T=l.50' R=29.50' > il; I ~ I s2·02'33"[ 22.2a•J' ?' ~ ti~:~'5/'39"E Tc298/' -~ iii I i Z !;; I i ~ 1i'l \ Cl=2.84' CH=N4J.;tttf"' / t I II ~ti ~ I ;; ;: N89'42'56't 1400' Cl=<41 •94 ' "-v 1 ~ I .. J -~GR-IO_CO_OR_O_INA_JE_S_N~ ~ 539·42•55'\Y 97_49• -l ~ 581·15'53., ,1.12· r I NB9'42'56"[ 15293' -,, !;, I N 7,0JS,04S.293 l-15F01)[ UlllllY E:ASEMOO --: -: -"::) D=B9'32'J2" -----<>-~-0--' ---_,, --------------~ FT X 10 FT UEO--I E 2,382•174•679 '-~~l:_PLAT __ s0·1920!_1solf_J 1:i:1~: LN09·1256E59.JJ f~~E~: BYTHISPLAT Li 0=49'5/'24" R=78.50' T=J6.49' Lc68J/' CH=N25'48'26 Cl=66.l7' . , ,., 6• / • /..7 FT X 10 FT UE BY THIS PLAT 15 FT X 10 FT UEI '-N89 42 50 [ 97-' l=46. IO'] BY THIS PLAT 589 .37 •43 "[ N89'42'56't 145.56' BY llilS PLAT-+- '-i I CH s,1·55·4o'w -7'-T-----<>-------------------<>---L !/._-'l'er /(//, N0'/7'04'W JS 77' Cl=4I 55' I(~-~....,____ 27-99' _____ ~--_____ -,+..._ ___ l..,..4-__ 4_7' __ -j lJ/,,t;}f!:r ~--·22•55·w 4Jsa·----1 I/ ( 539·37'4J"E 7283' D--64'28'J4" N89"37'43'W N 249.03' Na9·31•11"w '0 1'/.,j"f'fy_<!fi5 , , , / J!!l!sli N44''2'56"[ 1712' D=6J'OJ'54'' R=/450' 25.2¢ 1/2" ... ---~24 •1119 W 21101 ~'.:I, ~N0'/7'04'\¥6719' R=l 4.so· T--9./4' CIRF(''"DES) ~I .._ lO ~ I .s..• Q ., ..,......--_ T=B .. 90' 0=7/'27'38" 589 •3r 4n ~• °"' 4'6P• ~,9-', 0 ' ""''11t~11 DR-'JNAGE EASEMENT l:o: l=/5.96' l=/632' R=/5 .. 00' ?.i uoo17,,;-:-,... ..__ ..__ ~ ~ I "'~ I BY THIS PLAT -< CH=N58'45'07"W CH=S57'28'J9'W T=/0.79' /0.00' s~ 'Ir~ ... r, ,.._. '!:) 1-r----No·11·orw 43 4d I§ Cl=/5.17' Cl=/5.47' l=IB.71' - <JJ ' "v id ~I 0=23'47'39" \ CH=N54'3J'/5-W i-ot "· •61' &{ I R=54 50' 2 Cl= 17.52' 1<e;,;_-<lJor I/, J f... ..__ J T=ll,d8' i,..J HOPKINS DAU.AS PROPERTIES, LTD. 'Jv ,/}" D=29'1/'oi'.J' ti-, £,2263' _;::l VOL 15087, PG 2TT DITTCT ~ Ot>,,._ R=24.98' l '--.__ CHcN/2'0,4'/4"[ O [?l "''Li T=6.50' -{;.[=22.47 ; V) Le /2JJ' ... -....!..<1.-;;--'-I CHc5/2'52'/9"W ~• o )ft:__ S_ Cl=/2.59' .._ -.,:'IRF(IANB~ • It, J ! N23'59'59"E 1783' rv,,,,,f Sfi11 N2J'59'59"£ 14.6d """'"'°,,, 17ct R. ~ V-4D ..__ '- 1. Coordinates and bearings recited in this survey are referenced to the NAD83 State Plane Coordinate System, Texas North Central Zone 4202. 2. Subject tract lies within Zone X (Areas of Minimal Flood Hazard) according to Federal Emergency Management Agency Flood Insurance Rate Map of Tarrant County and Incorporated Areas. Map No. 48439COO85K, effective on September 25, 2009. 3. Lot is served by City Water and Sanitary Sewer Service 4. Surveyed on the ground January and March, 2024. 5. This plat does not attempt to amend or remove recorded covenants or restrictions. APPROVED BY THE PlANNING & ZONING COMMISSION DATE ___________ _ CHAIRMAN ---------~ P&Z SECRETARY ________ _ APPROVED BY THE Clfl' COUNCIL DATE __________ _ 0 20 40 PLAT RECORDED IN 80 C/\RlllON CROWN, LlC INST. Mo. 0222154040 DRTCT \ 120 INSTRUMENT #--------- MAYOR ___________ _ DATE ________ _ Clfl' SECRETARY ________ _ OWNERS CERTIFICATE § STATE OF TEXAS § COUNTY OF TARRANT Being a tract of land out of the Thomas Hood Survey, Abstract No. 706 and situated in the City of Southlake, Tarrant Coun~J. Texas, said tract also being the same tract of land described in the deed to Bnan Zvonecek recorded under Instrument No. D204133485 in the Plat Records ofTarrant County, Texas and being more particulany described by metes and bounds as follows: Beginning at a½ inch iron rod found with a plastic cap stamped "Landes", said iron rod also being at the northeast comer of 1ract 2" of said Zvonecek deed, and in the west right-of-way line of North White Chapel Boulevard (a variable width right of way as recorded in Volume 14475, Page 260, Delld Records ofTarrant County, Texas; Thence South 00'52'44" East with said west right-of-way line of North White Chapel Bouleva;d, a distance of 248.39 feet to a 1/2 inch iron rod found with a plastic cap stamped "Landes", for corner; Thence North 89'37'43" West, departing the west right of way line of North White Chapel Boulevard, a distance of 249.03 feet to a point, for comer, Thence South 01°58'23" East a distance of 100.61 feet to a TxDOT monument found, said monumentlocated in the northeny right-of-way line of State Highway 114 (a variable width nght of way), for comer, Thence North 66'00'01" West, with said northerly nght-of-way line of SH 114, a distance of 233.64 feet lo TxDOT monument found at the southwest corner of "Tract 1" of said Zvonecek tract for corner; Thence North 00'26'25" East, departing the north right of way line of said SH 114, with the west line of said 'Tract 1" a distance of 191.96 feet to a point, for comer; Thence Soulh 89'25'44" West continuing with the westerly boundary line of S!lid 1ract 1", a distance of 62.50 feet to a point for oomer, Thence North 00'32'56" East continuing with the westerly line of said 'Tract 1", a distance of 58.38 feet to a point, said point also being in the south line of The Shivers Fami~ Partnership, Ltd. tract as recorded in Volume 13218, Page 461, Deed Records ofTarrant County, Texas, for corner; Thence North 89' 42'56" East with the north line of said Zvonecek tract and the south line of said Shivers Fami~ Partnership, Ltd. tract and a tract conveyed to Rebecca Utley and Deborah Puryear, as recorded under Instrument Number D223056415, Deed Records ofTarrant County, Texas, a distance of 515.66 feet to the POINT OF BEGINNING, containing approximately 127,011 Square feet or 2.916 acres of land, more or less. NOW, THEREFORE, KNOW ALL MEN BY THESE PRESENTS: THAT, Brian Zvonecek hereby adopts this plat designating the herein above described real property as LOTS 3R1 AND 3R2, BLOCK 1, PARKWAY OFFICE CENTER ADDITION, an addition to the City of Southlake, Tarrant County, Texas, and does hereby dedicate to the publids use the streets and easements shown thereon except private easements shown thereon. This plat does not alter or remove existing deed restnctions or covenants, W any, on this prope~y. Pursuant to Section 12.002 of the Texas Property Code, as amended, we have obtained original tax certificates from each taxing unit with jurisdiction over each parcel of real property in said subdivision indicating that no delinquent ad valorem taxes are owed on the real property which is the subject of the plat or replat we have submitted to the City of South Lake, Tarrant County, Texas !or filing and recording with the Tarrant County Clerk's office. WITNESS MY HAND AT ____________ , this the __ day of ____ , 2024. BRIAN ZVONECEK OWNER § STATE OF TEXAS § COUNTY OF TARRANT BEFORE ME, the undersigned authority, on this day personally appeared BRIAN ZVONECEK, OWNER, known to me to be the person whose name is subsc;ibed to the foregoing instrument, and acknowledged lo me that h3 executed the same for the purposes and consideration therein expressed . GIVEN UNDER MY HAND AND SEAL OF OFFICE on this the __ day of --~ 2024. Notary Public, The Stale OfT exas SURVEYOR'S CERTIFICATE I, Joyce P. Stanton, a Registered Professional Land Surveyor, have platted the above subdivision from an actual survey on the ground, and tiat this plat corract~ represents that survey made by me or under my direction and supervision. PRELIMINARY! NOT TO BE FILED FOR ANY REASON. RELEASED FOR REVIEW ONLY 5-09-24 Joyce P. Stanton Registered Professional Land Surveyor Texas Registration No. 6173 OWNER BRIAN ZVONECEK 190 W STATE HIGHWAY 114 SOUTHLAKE, TEXAS PLAT REVISION PARKVVAY OFFICE CENTER ADDITION LOTS 3R 1 AND 3R2, BLOCK 1 BEING 2.917 ACRES OUT OF THE THOMAS HOOD SURVEY, ABSTRACT No. 706, AS DESCRIBED IN DEED TO BRIAN ZVONECEK RECORDED UNDER INSTRUMENT No. D204133485, DRTCT AN ADDITION TO THE CITY TARRANT COUNTY, OF SOUTHLAKE, TEXAS DATE: MAY 2024 SCALE: 1 "=40' DI SCIULLO-TERRY, STANTON & ASSOCIATES, INC. ENGINEERING AND SURVEYING 908 WEST MAIN STREET* ARLINGTON, TEXAS 76013 TELEPHONE: 817 • 275 • 3361 ESTABLISHED 1953 * FIRM No, E-615 & 6·1 □0049·□□ EMAIL: jstanton@dterry.com @DISCIULl.0-TERRY, SfANTON & ASSOCIATES, INC. 2024 FP-1045 HIGHWAY 114WHITE CHAPEL BOULEVARDDOVE ROAD HIGHLAND STREETSHADY OAKS DRIVEThis drawing and related specifications, including all documents on electronic media, were prepared by ABLE ENGINEERING, PLLC. as instruments of service and shall remain the property of ABLE ENGINEERING. The information shown hereon shall be used only by the client to whom services are rendered and only for the purpose of describing, constructing, or installing the work shown hereon at the designated location on the specified site. Any unauthorized use of these documents, including without limitation, reproduction, or alteration, is strictly prohibited and shall cause the waiver of any expressed warranties and also sever any liabilities which may arise from the construction, use, or result of such unauthorized use or changes. SITE DEVELOPMENT PLANS FOR LAMBERT HOME HEADQUARTERS 1700 WHITE CHAPEL BOULEVARD SOUTHLAKE, TEXAS 76092 JEFF HAMILTON, P.E.DATE VICINITY MAP SCALE: 1" = 1,000' LAMBERT HOME HEADQUARTERS ABLE JOB# 1008-003 ISSUED FOR PERMITTHIS DRAWING AND RELATED SPECIFICATIONS, INCLUDING ALL DOCUMENTS ON ELECTRONIC MEDIA, WERE PREPARED BY ABLE ENGINEERING, PLLC. AS INSTRUMENTS OF SERVICE AND SHALL REMAIN THE PROPERTY OF ABLE ENGINEERING. THE INFORMATION SHOWN HEREON SHALL BE USEDONLY BY THE CLIENT TO WHOM SERVICES ARE RENDERED AND ONLY FOR THE PURPOSE OF DESCRIBING, CONSTRUCTING, OR INSTALLING THE WORK SHOWN HEREON AT THE DESIGNATED LOCATION ON THE SPECIFIED SITE. ANY UNAUTHORIZED USE OF THESE DOCUMENTS, INCLUDINGWITHOUT LIMITATION REPRODUCTION OR ALTERATION, IS STRICTLY PROHIBITED AND SHALL CAUSE THE WAIVER OF ANY EXPRESSED WARRANTIES AND ALSO SEVER ANY LIABILITIES WHICH MAY ARISE FROM THE CONSTRUCTION, USE OR RESULT OF SUCH UNAUTHORIZED USE OR CHANGES.4/1/2024 Filename: C:\Users\ThurmanParsons\Desktop\CAD-LAMBERT\C0 COVER SHEET.dwg Plotted: 4/24/2024 11:11:11 AM Plot Device: DWG To PDF.pc3 Page Setup: ---- Plotted by: Thurman ParsonsPROJECT LOCATION TABLE OF CONTENTS C0 C0.1 C1.0 C2.0 C2.1 C3.0 C4.0 C5.0 C6.0 C7.0 C8.0 C8.1 C9.0 C10.0 C10.1 SD-1 SD-2 SD-5 SD-6 SD-9 SD-10 LP-1 LP-2 LP-3 COVER SHEET GENERAL NOTES TOPOGRAPHIC SURVEY EROSION AND SEDIMENTATION CONTROL PLAN EROSION AND SEDIMENTATION CONTROL DETAILS DEMOLITION PLAN SITE PLAN UTILITY PLAN GRADING PLAN STORM SEWER PLAN EXISTING DRAINAGE AREA PLAN AND CALCULATIONS PROPOSED DRAINAGE AREA PLAN AND CALCULATIONS DETENTION POND PLAN PAVING DETAILS SITE AND MISCELLANEOUS DETAILS CITY OF SOUTHLAKE WATER DETAILS CITY OF SOUTHLAKE SANITARY SEWER DETAILS CITY OF SOUTHLAKE MISCELLANEOUS PAVING DETAILS CITY OF SOUTHLAKE STORM DRAIN DETAILS CITY OF SOUTHLAKE EMBEDMENT DETAILS CITY OF SOUTHLAKE TREE PROTECTION DETAILS LANDSCAPE CALCULATION LANDSCAPE PLAN LANDSCAPE DETAILS ABLE ENGINEERING, PLLC 190 CLOVER LANE DIANA, TEXAS 75640 PHONE: (903) 399-1392 EMAIL: JEFFH@ABLE-ENG.NET TBPELS FIRM #24175 CASE #: ZA24-0009 CONCEPT AND SITE PLAN Filename: C:\Users\ThurmanParsons\Desktop\CAD-LAMBERT\C0.1 GENERAL NOTES.dwg Plotted: 4/24/2024 11:12:50 AM Plot Device: None Plotted by: Thurman ParsonsTHIS DRAWING AND RELATED SPECIFICATIONS, INCLUDING ALL DOCUMENTS ON ELECTRONIC MEDIA, WERE PREPARED BY ABLE ENGINEERING, PLLC. AS INSTRUMENTS OF SERVICE AND SHALL REMAIN THE PROPERTY OF ABLE ENGINEERING. THE INFORMATION SHOWN HEREON SHALL BE USED ONLY BY THE CLIENT TO WHOM SERVICES ARE RENDERED AND ONLY FOR THEPURPOSE OF DESCRIBING, CONSTRUCTING, OR INSTALLING THE WORK SHOWN HEREON AT THE DESIGNATED LOCATION ON THE SPECIFIED SITE. ANY UNAUTHORIZED USE OF THESE DOCUMENTS, INCLUDING WITHOUT LIMITATION REPRODUCTION OR ALTERATION, IS STRICTLY PROHIBITED AND SHALL CAUSE THE WAIVER OF ANY EXPRESSED WARRANTIES AND ALSO SEVERANY LIABILITIES WHICH MAY ARISE FROM THE CONSTRUCTION, USE OR RESULT OF SUCH UNAUTHORIZED USE OR CHANGES.STEVEN SCOGGINS 6406 REDSTONE DRIVE ARLINGTON, TEXAS 817-965-0763 LAMBERT HOMEHEADQUARTERSA PORTION OF LOT 3 - PARKWAY OFFICE CENTERAND 1.423 ACRES OUT OF THETHOMAS M. HOOD SURVEY, A-7061700 N. WHITE CHAPEL ROADSOUTHLAKE, TARRANT COUNTY, TEXASDATE: 04/22/2024 REVISION: CONCEPT AND SITE PLAN SUBMITTAL CASE #: ZA24-0009 CONCEPT AND SITE PLAN PP MH WV FH XX DCO WM **CAUTION** - NOTICE TO CONTRACTOR THE CONTRACTOR IS PUT ON NOTICE THAT THERE MAY BE NUMEROUS UNDERGROUND UTILITIES IN THE LINE OF WORK, SUCH AS WATER, SEWER, GAS, PIPELINE, TELEPHONE AND ELECTRIC, SOME MAY BE ABANDONED WHILE MANY ARE ACTIVE. EXISTING UTILITIES SHOWN ON THE PLANS REPRESENT A DILIGENT EFFORT TO SHOW THEIR APPROXIMATE LOCATION. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION WHEN CONDUCTING EXCAVATION OPERATIONS. DAMAGES SHALL BE REPAIRED IMMEDIATELY AT CONTRACTOR'S EXPENSE. THE CONTRACTOR MUST CONTACT THE APPROPRIATE UTILITY COMPANY AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST FIELD LOCATION OF UTILITIES. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENT SHOWN ON THE PLANS. W S OHE WATER VALVE POWER POLE FIRE HYDRANT WATER LINE SANITARY SEWER PROPOSED CURB AND GUTTER STORM SEWER OVERHEAD ELECTRIC LINE PROPOSED FIRE LANE LEGEND ALL UTILITIES ARE EXISTING UNLESS NOTED OTHERWISE P-6"W INDICATES SIZE OF LINE INDICATES TYPE OF LINEINDICATES PROPOSED SEWER MANHOLE FIRE LANE NUMBER OF PARKING SPACES PER ROW DOUBLE SANITARY SEWER CLEAN OUT INDICATES PAVEMENT TYPE "L" = LIGHT DUTY CONCRETE "M" = MEDIUM DUTY CONCRETE "H" = HEAVY DUTY CONCRETE (REFER TO PAVEMENT DETAILS) M H L WATER METER RADIUS DIMENSION (UNLABELED RADII ARE 3.0')X'R GENERAL NOTES 1.ALL WORK AND MATERIALS SHALL COMPLY WITH ALL CITY, COUNTY, STATE, FEDERAL, AND OSHA REGULATION. 2.CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF SLOPED PAVING, RAMPS, SIDEWALKS, EXIT PORCHES, PRECISE BUILDING DIMENSIONS, EXACT BUILDING UTILITY ENTRANCE LOCATIONS, TOTAL NUMBER, LOCATION, AND SIZE OF DOWNSPOUTS AND ANY OTHER APPURTENANCES WHICH ARE CONNECTED TO THE BUILDING. 3.ALL DIMENSIONS AND RADII ARE TO THE BACK OF CURB, CENTER OR END OF STRIPE, FACE OF BUILDING, OR EDGE OF PAVEMENT, UNLESS OTHERWISE NOTED. 4.CONTRACTOR IS REQUIRED TO REMOVE OR RELOCATE, IN A PROPER MANNER, EXISTING IMPROVEMENT/NATURAL FEATURES TO ALLOW FOR CONSTRUCTION OF PROPOSED IMPROVEMENTS INDICATED ON THE PLANS. ALL WORK SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITIES SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. NO SEPARATE PAY FOR THIS WORK. 5.CONTRACTOR IS RESPONSIBLE FOR PROTECTION AND REPLACEMENT OF ALL PROPERTY CORNERS. PROPERTY CORNERS DAMAGED BY CONTRACTOR SHALL BE REPLACED BY A REGISTERED PROFESSIONAL LAND SURVEYOR AT CONTRACTOR'S EXPENSE. 6.CONTRACTOR SHALL BE RESPONSIBLE FOR DOCUMENTING ALL EXISTING DAMAGE AND NOTIFY OWNER AND/OR ENGINEER PRIOR TO STARTING CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING EXISTING ITEMS DAMAGED DURING CONSTRUCTION, SUCH AS, BUT NOT LIMITED TO, DRAINAGE, UTILITIES, PAVEMENT, STRIPING, CURB, ETC. DAMAGES SHALL BE REPORTED TO ENGINEER OR RECORD PRIOR TO REPAIR. REPAIRS SHALL BE EQUAL TO, OR BETTER THAN, EXISTING CONDITIONS. 7.PROPOSED CONSTRUCTION ON THIS SITE SHALL COMPLY WITH THE LATEST REVISION OF THE ADA REGULATIONS AND THE TEXAS ACCESSIBILITY STANDARDS (TAS). 8.EROSION AND SEDIMENTATION CONTROL DURING CONSTRUCTION SHALL BE IN COMPLIANCE WITH LOCAL AND STATE REQUIREMENTS. 9.CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING PROPER DRAINAGE THROUGHOUT THE SITE DURING CONSTRUCTION. CARE SHALL BE TAKEN TO PREVENT ANY NEGATIVE IMPACTS TO ADJACENT PROPERTIES. 10.CONTRACTOR SHALL CAREFULLY MONITOR WEATHER PATTERNS AND PREPARE FOR EXPECTED EVENTS. SPECIAL CARE SHALL BE TAKEN TO EXAMINE SITE PRIOR TO WEEKENDS OR ABSENCES FORM THE WORKSITE. 11.NO HAZARDOUS MATERIALS WERE IDENTIFIED DURING PRELIMINARY SITE INVESTIGATIONS. ANY ITEMS FOUND SUSPECT DURING CONSTRUCTION SHOULD BE BROUGHT TO THE ATTENTION OF THE ENGINEER IMMEDIATELY. 12.ALL LIGHTS SHALL BE DOWN SHIELDED AND SHALL NOT IMPACT ADJACENT RESIDENTIAL. REFERENCE MARKERS IF THE CONTRACTOR RELOCATES REFERENCE MARKERS WITH A NEW REFERENCE MARKER, IT SHALL BE LOCATED WITHIN A HORIZONTAL AND VERTICAL TOLERANCE OF 0.10' TBM #001 SITE INFORMATION SITE ADDRESS:1700 NORTH WHITE CHAPEL BOULEVARD SOUTHLAKE, TEXAS 76092 ZONED:SP1 (ZONING ORDINANCE #480-747) MIXED USE SETBACKS:FRONT - 30' (WHITE CHAPEL) & 50' (SH 114 SERVICE ROAD) SIDE - 15' REAR - 10' **TEXAS ONE CALL SYSTEM** AS REQUIRED BY "THE TEXAS UNDERGROUND FACILITY DAMAGE PREVENTION AND SAFETY ACT" TEXAS ONE CALL SYSTEM MUST BE CONTACTED (800-245-4545) AT LEAST 48 HOURS PRIOR TO ANY EXCAVATION OPERATIONS PERFORMED. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT TEXAS ONE CALL SYSTEM. INSPECTIONS/CERTIFICATIONS NOTE ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY LOCAL CODES AND/OR UTILITY SERVICE COMPANIES SHALL BE PERFORMED PRIOR TO SUBSTANTIAL PROJECT COMPLETION. PERMITS NOTE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS REQUIRED BY FEDERAL, STATE, OR LOCAL CODES AND/OR UTILITY SERVICE COMPANIES PRIOR TO START OF CONSTRUCTION. TRAFFIC CONTROL NOTE GUIDELINES SET FORTH IN PART VI "STANDARDS AND GUIDES FOR TRAFFIC CONTROLS FOR STREET AND HIGHWAY CONSTRUCTION, MAINTENANCE, UTILITY, AND INCIDENT MANAGEMENT OPERATIONS" OF THE TEXAS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MOST RECENT EDITION AS REVISED) SHALL BE OBSERVED. TOPOGRAPHIC SURVEY NOTE EXISTING TOPOGRAPHIC INFORMATION SHOWN ON THESE PLANS WAS PREPARED BY DI SCIULLO- TERRY, STANTON & ASSOCIATES, INC. IF CONTRACTOR DOES NOT ACCEPT EXISTING TOPOGRAPHY AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, HE SHALL HAVE MADE, AT HIS EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR AND SUBMIT IT TO THE OWNER FOR REVIEW. THE ENGINEER'S SEAL ON THESE PLANS DOES NOT APPLY TO THE PROPERTY BOUNDARY INFORMATION SHOWN HEREON. FIRE LANE STRIPING NOTE LOCATION OF FIRE LANE STRIPING SHALL BE APPROVED BY THE LOCAL FIRE MARSHAL PRIOR TO APPLICATION. UNLESS OTHERWISE DIRECTED BY THE FIRE MARSHAL, FIRE LANE STRIPING SHALL BE 6" RED PAINTED STRIPE ALONG TOP AND FACE OF CURB, FACE OF SIDEWALK, OR DIRECTLY ADJACENT TO PROPOSED PARKING LOT STRIPING, WITH 4" WHITE STENCILED LETTERS "FIRE LANE - NO PARKING" PAINTED ON RED STRIPE AT 25' CENTER TO CENTER. ACCESSIBILITY NOTES 1.PROPOSED CONSTRUCTION ON THIS SITE SHALL COMPLY WITH THE LATEST REVISION OF THE ADA REGULATIONS AND THE TEXAS ACCESSIBILITY STANDARDS (TAS). 2.ACCESSIBLE ROUTES SHALL NOT HAVE A CROSS SLOPE GREATER THAN 2.0% (1:48). ACCESSIBLE ROUTE SURFACE SHALL BE SLIP RESISTANT AND CONSTRUCTED IN A MANNER THAT WILL NOT RETAIN WATER AND BE A MINIMUM OF 3 FEET WIDE. 3.ACCESSIBLE ROUTES WITH A RUNNING SLOPE GREATER THAN 5.0% (1:20) IS A RAMP AND SHALL BE CONSTRUCTED WITH HANDRAILS AND 5' X 5' LANDINGS. RAMP SLOPE SHALL NOT EXCEED 8.33% (1:12). 4.SURFACE OF CURB RAMPS SHALL BE CONSTRUCTED WITH ADA COMPLIANT SURFACE TEXTURE AND CONTRASTING COLOR. RAMP SLOPE SHALL NOT EXCEED 8.33% (1:12). CURB RAMPS SHALL NOT EXCEED 6' IN LENGTH. 5.ACCESSIBLE PARKING SPACE SLOPES SHALL NOT EXCEED 2.0% IN ALL DIRECTIONS. ADA COMPLIANT SIGNAGE SHALL BE PROVIDED FOR EACH ACCESSIBLE SPACE. FIRE FLOW DATA TOTAL FLOOR AREA SQUARE FOOTAGE PER ARCHITECT 1.FIRE FLOW CALCULATIONS OBTAINED FROM IFC (CURRENT VERSION). 2.APPENDIX B, SECTION B104.4 GENERAL. 3.APPENDIX B, SECTION B105.2 "EXCEPTION" FOR SPRINKLED BUILDING. 4.FROM TABLE B105.1, TYPE V-B: 8,478 s.f. = 2,500 GPM. 5.REQUIRED FIRE FLOW: 2,500 GPM x 0.50 = 1,500 GPM. (EXCEPTION APPLIED) 6.FROM IFC (CURRENT VERSION), APPENDIX C, TABLE C105.1, THE MINIMUM HYDRANT REQUIREMENT IS 1. 7.FOR A SPRINKLED BUILDING THE MAXIMUM ALLOWED TRAVEL OR ACCESS PATH IS 600 FEET. 8.LOCATION OF FIRE DEPARTMENT CONNECTION SHALL BE APPROVED BY CITY FIRE DEPARTMENT. COORDINATE WITH FIRE PROTECTION DESIGN. TOTAL AREA 8,692 s.f. STABILIZATION NOTE ALL NON-PAVED AREAS WITHIN THE LIMITS OF THIS PROJECT SHALL RECEIVE 4" OF CLEAN TOPSOIL AND HYDROMULCH OR SOD. CONTRACTOR IS FULLY RESPONSIBLE TO ENSURE THAT 4" OF TOPSOIL IS IN PLACE AND GRASS IS ESTABLISHED AT THE CLOSEOUT OF THE PROJECT. IF ADEQUATE TOPSOIL IS NOT AVAILABLE ON SITE, THE CONTRACTOR MUST IMPORT CLEAN TOPSOIL TO SATISFY THE REQUIREMENTS OF THESE PLANS AND SPECIFICATIONS. ALL AREAS DISTURBED OUTSIDE THE PROPERTY BOUNDARY SHALL ALSO BE STABILIZED AND COVER SHALL BE ESTABLISHED TO PREVENT EROSION. CONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARY WATERING UNTIL A HEALTHY STAND OF GRASS IS ESTABLISHED. RM #5052 RM #5070 FOUND 1/2" IRON ROD N: 7,036,046.29 E: 2,382,174.68 RM #5052 - FOUND TxDOT MONUMENT N: 7,035,793.99 E: 2,381,719.45 CUT SQUARE IN STORM SEWER INLET N:7,035,700.82 E:2,382,186.92 ELEV:641.66 CITY APPROVED BENCHMARK MONUMENT 6 WGS 84 POSITION LAT: 32' 57" 39.72221° LONG: 97' 09" 03.62985° DEMOLITION NOTE UNLESS SPECIFICALLY NOTED OTHERWISE, THE CONTRACTOR IS RESPONSIBLE FOR THE DEMOLITION, REMOVAL, AND DISPOSING IN A LOCATION APPROVED BY THE OWNER AND ALL GOVERNING AUTHORITIES, OF ALL STRUCTURES, CONCRETE, PADS, WALL, FLUMES, FOUNDATIONS, PARKING, DRIVES, DRAINAGE STRUCTURES, UTILITIES, FENCES, TREES, BUSHES, SHRUBS, ETC., LOCATED WITHIN THE "DEMOLITION AREA BOUNDARY" ON THIS DRAWING, SUCH THAT THE IMPROVEMENTS SHOWN ON THE REMAINING PLANS CAN BE CONSTRUCTED (UNLESS OTHERWISE NOTED). ALL FACILITIES TO BE REMOVED SHALL BE UNDERCUT TO SUITABLE MATERIAL AND BROUGHT TO GRADE WITH SUITABLE COMPACTED FILL MATERIAL PER THE SPECIFICATIONS. CONSTRUCTION FENCING NOTE CONTRACTOR SHALL PROVIDE TEMPORARY CHAINLINK CONSTRUCTION FENCING ALONG PERIMETER OF PROJECT BOUNDARY TO ENSURE SAFETY AND SECURITY OF THE CONSTRUCTION SITE. DEMOLITION NOTES 1.PRIOR TO DEMOLITION OCCURRING, ALL EROSION CONTROL DEVICES ARE TO BE INSTALLED. 2.ALL EXISTING SERVICE UTILITIES WITHIN THE DEMOLITION BOUNDARY TO REMAIN, UNLESS OTHERWISE NOTED. 3.THE CONTRACTOR IS RESPONSIBLE FOR THE DEMOLITION, REMOVAL, AND DISPOSING IN A LOCATION APPROVED BY THE OWNER AND ALL GOVERNING AUTHORITIES, OF ALL STRUCTURES, PADS, WALLS, FLUMES, FOUNDATIONS, PARKING, DRIVES, DRAINAGE STRUCTURES, UTILITIES, FENCES, TREES, BUSHES, SHRUBS, ETC., LOCATED WITHIN THE "PROJECT DEMOLITION AREA BOUNDARY" SUCH THAT THE IMPROVEMENTS SHOWN ON THE REMAINING PLANS CAN BE CONSTRUCTED (UNLESS OTHERWISE NOTED). ALL FACILITIES TO BE REMOVED SHALL BE UNDERCUT TO SUITABLE MATERIAL AND BROUGHT TO GRADE WITH SUITABLE COMPACTED FILL MATERIAL PER THE SPECIFICATIONS. 4.THE CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL DEBRIS FROM THE SITE AND DISPOSING THE DEBRIS IN A LAWFUL MANNER. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS REQUIRED FOR DEMOLITION AND DISPOSAL. 5.CONTRACTOR SHALL CONFORM WITH ALL APPLICABLE CODES (LOCAL, STATE & FEDERAL) FOR DEMOLITION OF STRUCTURES, DUST CONTROL, SOIL EROSION CONTROL AND DISPOSAL OF DEMOLITION MATERIAL, DEBRIS, ETC. 6.CONTRACTOR SHALL EMPLOY A CERTIFIED LICENSED EXTERMINATOR TO TREAT THE BUILDING(S) AND TO CONTROL RODENTS AND VERMIN BEFORE AND DURING DEMOLITION OPERATIONS, IF APPLICABLE. 7.THE CONTRACTOR SHALL COORDINATE WITH RESPECTIVE UTILITY COMPANIES PRIOR TO THE REMOVAL AND/OR RELOCATION OF UTILITIES. THE CONTRACTOR SHALL COORDINATE WITH THE UTILITY COMPANY CONCERNING PORTIONS OF WORK WHICH MAY BE PERFORMED BY THE UTILITY COMPANY'S FORCES AND ANY FEES WHICH ARE TO BE PAID TO THE UTILITY COMPANY FOR THEIR SERVICES. THE CONTRACTOR IS RESPONSIBLE FOR PAYING ALL FEES AND CHARGES. 8.NOTES SHOWN HEREON REGARDING SPECIFIC ITEMS OF DEMOLITION ARE GENERAL IN NATURE, AND ARE NOT INTENDED TO BE WHOLLY INCLUSIVE. THE CONTRACTOR SHALL DEMOLISH AND REMOVE ALL EXISTING IMPROVEMENTS TO THE EXTENT AS NOTED IN THE PLANS AND SPECIFICATIONS, TO SATISFACTION OF THE OWNER. THE LOCATIONS OF ALL EXISTING UTILITIES SHOWN ON THIS PLAN HAVE BEEN DETERMINED FROM THE BEST INFORMATION AVAILABLE AND ARE GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THEIR ACCURACY. PRIOR TO THE START OF ANY DEMOLITION ACTIVITY, THE CONTRACTOR SHALL NOTIFY THE UTILITY COMPANIES FOR ONSITE LOCATIONS OF EXISTING UTILITIES. 9.ALL EXISTING SEWERS, PIPING AND UTILITIES SHOWN ARE NOT TO BE INTERPRETED AS THE EXACT LOCATION, OR AS THE ONLY OBSTACLES THAT MAY OCCUR ON THE SITE. VERIFY EXISTING CONDITIONS AND PROCEED WITH CAUTION AROUND ANY ANTICIPATED FEATURES. GIVE NOTICE TO ALL UTILITY COMPANIES REGARDING DESTRUCTION AND REMOVAL OF ALL SERVICE LINES AND CAP ALL LINES BEFORE PROCEEDING WITH THE WORK. UTILITIES DETERMINED TO BE ABANDONED AND LEFT IN PLACE SHALL BE PRESSURE GROUTED IF UNDER BUILDING. 10.CONTRACTOR SHALL DEMOLISH & REMOVE EXISTING SITE IMPROVEMENTS TO THEIR FULL DEPTH, AND FILL AS RECOMMENDED IN THE SOILS REPORT. SITE IMPROVEMENTS INCLUDE BUT ARE NOT LIMITED TO: SPREAD FOOTINGS, SLABS, PAVEMENTS, UNDERGROUND UTILITIES, SIDEWALKS, CURBS, GUTTERS, BOLLARDS, SIGNS, FENCES & MISCELLANEOUS LANDSCAPE ITEMS. 11.CONTRACTOR SHALL COMPLY WITH CHAPTER 14 OF THE INTERNATIONAL FIRE CODE DURING THE DEMOLITION PROCESS. 12.ELECTRICAL, TELEPHONE, CABLE, WATER, FIBER OPTIC CABLE AND/OR GAS LINES NEEDING TO BE REMOVED OR RELOCATED SHALL BE COORDINATED WITH THE AFFECTED UTILITY COMPANY. ADEQUATE TIME SHALL BE PROVIDED FOR RELOCATION AND CLOSE COORDINATION WITH THE UTILITY COMPANY IS NECESSARY TO PROVIDE A SMOOTH TRANSITION IN UTILITY SERVICE. 13.UNLESS SPECIFICALLY NOTED OTHERWISE, NO MATERIAL SCHEDULED FOR DEMOLITION SHALL BE REUSED IN NEW CONSTRUCTION. 14.EXISTING FOUNDATIONS, SLABS, PAVEMENTS AND BELOW GRADE STRUCTURES SHALL BE REMOVED FROM THE BUILDING AREA (ANY CONCRETE PIERS SHALL BE REMOVED DOWN TO A MINIMUM OF 4 FEET BELOW THE PROPOSED FINISHED CONCRETE ELEVATIONS). 15.CONTRACTOR MUST PROTECT THE PUBLIC AT ALL TIMES WITH FENCING, BARRICADES, ENCLOSURES, ETC., TO THE BEST PRACTICES AND APPROVED BY PROJECT OWNER & ENGINEER. 16.SHOULD REMOVAL AND/OR RELOCATION ACTIVITIES DAMAGE FENCING, LIGHTING AND/OR STORM INLET STRUCTURES, ETC., THEN THE CONTRACTOR SHALL PROVIDE NEW MATERIALS/ STRUCTURES IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. EXCEPT FOR MATERIALS DESIGNED TO BE RELOCATED ON THIS PLAN, ALL OTHER CONSTRUCTION MATERIALS SHALL BE NEW. 17.DAMAGE TO ALL EXISTING CONDITIONS TO REMAIN WILL BE REPLACED AT CONTRACTOR'S EXPENSE. 18.GRASS AREAS SHALL BE CLEARED AND GRUBBED AS NECESSARY TO COMPLETE CONSTRUCTION ACTIVITIES. GENERAL STORM SEWER NOTES 1.PRECAST STRUCTURES MAY BE USED AT CONTRACTOR'S OPTION. 2.EXISTING DRAINAGE STRUCTURES TO REMAIN ON SITE SHALL BE INSPECTED AND REPAIRED AS NEEDED. EXISTING PIPES SHALL BE CLEANED TO REMOVE ALL SEDIMENT AND DEBRIS PRIOR TO PROJECT COMPLETION. 3.ALL STORM PIPE ENTERING STRUCTURES SHALL BE GROUTED WITH NON-SHRINK GROUT TO ASSURE CONNECTION AT STRUCTURE IS WATERTIGHT. 4.ALL STORM SEWER MANHOLES IN PAVED AREAS SHALL BE FLUSH WITH PAVEMENT, AND SHALL HAVE A TRAFFIC RATED RING & COVER. MANHOLE COVERS IN UNPAVED AREAS SHALL BE 6" ABOVE FINISH GRADE UNLESS OTHERWISE NOTED. COVERS SHALL BE LABELED "STORM SEWER". 5.ALL STORM STRUCTURES SHALL HAVE A SMOOTH UNIFORM POURED MORTAR FROM INVERT IN TO INVERT OUT. 6.CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT SIZE, NUMBER AND LOCATION OF BUILDING ROOF DRAINS. 7.CONTRACTOR SHALL VERIFY HORIZONTAL AND VERTICAL LOCATION OF EXISTING STORM SEWER STRUCTURES, PIPE, AND ALL UTILITIES PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY ENGINEER OF RECORD IF CONFLICT IS DISCOVERED. 8.CONTRACTOR SHALL UTILIZE PREFABRICATED BEND, OR RADIUS PIPE TO ACCOUNT FOR DEFLECTION IN STORM SEWER PIPE WHERE SHOWN HEREON. 9.INLET BOX DIMENSIONS ARE GIVEN TO INSIDE WALL OF BOX. 10.CONTRACTOR SHALL ADHERE TO OSHA RULES AND REGULATIONS REGARDING TRENCH SAFETY. ANY COSTS ASSOCIATED WITH TRENCH SAFETY ARE CONSIDERED SUBSIDIARY TO STORM SEWER PIPE INSTALLATION. NO EXTRA PAY FOR TRENCH SAFETY. ROCK RIP RAP NOTE TOP OF ROCK RIP RAP SHALL BE INSTALLED FLUSH WITH ADJACENT GRADE NOTE: ALL STORM SEWER PIPE SHALL HAVE WATER TIGHT JOINTS. PAVEMENT SUBGRADE PREPARATION THESE GUIDELINES ARE PROVIDED WITHOUT THE BENEFIT OF A GEOTECHNICAL RECOMMENDATION AND ARE CONSIDERED TO BE INDUSTRY STANDARD PRACTICES. IF A GEOTECHNICAL INVESTIGATION IS PERFORMED, ITS RECOMMENDATIONS SHALL FOLLOWED IF A CONFLICT WITH THESE NOTES EXISTS. TO PREPARE THE PAVEMENT SUBGRADE AREAS, STRIP AND REMOVE ALL EXISTING PAVEMENT AND ANY LOOSE AND/OR WET SOIL, ROOTS AND DEBRIS TO A DRY AND STABLE SUBGRADE. AFTER STRIPPING AND UNDERCUTTING, AS REQUIRED BY THE GRADING PLAN (THIS SHEET) ALL PAVEMENT AREAS SHALL BE PROOF ROLLED WITH A HEAVY, LOADED PNEUMATIC-TIRED VEHICLE SUCH AS A 20 TO 25 TON LOADED DUMP TRUCK OR SCRAPER. IT IS MANDATORY THAT ALL PAVEMENT AREAS BE PROOF ROLLED TO IDENTIFY LOOSE OR SOFT SOILS. ALL PROOF ROLLING AND UNDERCUTTING ACTIVITIES SHOULD BE WITNESSED BY THE GEOTECHNICAL ENGINEER AND SHOULD BE PERFORMED DURING A PERIOD OF DRY WEATHER. ANY WEAK AREAS WHICH YIELD UNDER PROOF ROLL, OR ANY AREAS WITH A TENDENCY TO PUMP, SHOULD BE MITIGATED. SUCH MITIGATION MAY INCLUDE: 1.OVEREXCAVATION AND BACKFILLING, 2.REPROCESSING TO REMOVE MOISTURE, 3.CHEMICAL MODIFICATION WITH LIME OR CEMENTITIOUS ADMIXTURES, OR 4.INSTALLATION OF GEOSYNTHETICS. AFTER STRIPPING, EXCAVATING WHERE REQUIRED, AND PROOF ROLLING BUT PRIOR TO PLACING FILL, THE EXPOSED SOILS SHOULD BE SCARIFIED AND THEN PROCESSED TO A MOISTURE CONTENT BETWEEN ONE PERCENTAGE POINT BELOW (-1%) TO THREE PERCENTAGE POINTS ABOVE (+3%) THE STANDARD PROCTOR OPTIMUM. THE SUBGRADE SOILS SHOULD BE RECOMPACTED. FOR COHESIVE (CLAY) SUBGRADE SOILS COMPACTION SHOULD BE TO A MINIMUM OF 95% OF MAXIMUM DRY DENSITY DEFINED BY THE STANDARD PROCTOR (ASTM D 698) FOR A DEPTH OF AT LEAST EIGHT (8) INCHES BELOW THE SURFACE. AND FOR NON-COHESIVE (SILTS AND SANDS) SUBGRADE SOILS SHOULD BE COMPACTED TO 100% OF MAXIMUM DRY DENSITY DEFINED BY THE STANDARD PROCTOR (ASTM D 698) FOR A DEPTH OF AT LEAST EIGHT (8) INCHES BELOW THE SURFACE. FILL SHOULD BE PLACED IN MAXIMUM LIFTS OF EIGHT (8) INCHES OF LOOSE MATERIALS AND SHOULD BE COMPACTED WITHIN THE RANGE OF ONE PERCENTAGE POINT BELOW (-1%) TO THREE PERCENTAGE POINTS ABOVE (+3%) THE OPTIMUM MOISTURE CONTENT VALUE AND A MINIMUM OF 95% OF THE MAXIMUM DENSITY AS DETERMINED BY THE STANDARD PROCTOR (ASTM D 698) TEST. IF WATER MUST BE ADDED, IT SHOULD BE UNIFORMLY APPLIED AND THOROUGHLY MIXED INTO THE SOIL BY DISKING OR SCARIFYING. EACH LIFT OF COMPACTED SOIL SHOULD BE TESTED AND INSPECTED BY THE SOILS ENGINEER OR HIS REPRESENTATIVE PRIOR TO PLACEMENT OF SUBSEQUENT LIFTS. AS A GUIDELINE, IT IS RECOMMENDED THAT FIELD DENSITY TEST BE TAKEN AT A FREQUENCY OF NOT LESS THAN ONE (1) TEST PER 5,000 SQUARE FEET OF SURFACE AREA PER LIFT OR A MINIMUM OF FOUR (4) TEST PER LIFT FOR EACH TESTED AREA FOR THE PAVEMENT AREA. SELECT FILL PREPARATION THESE GUIDELINES ARE PROVIDED WITHOUT THE BENEFIT OF A GEOTECHNICAL RECOMMENDATION AND ARE CONSIDERED TO BE INDUSTRY STANDARD PRACTICES. IF A GEOTECHNICAL INVESTIGATION IS PERFORMED, ITS RECOMMENDATIONS SHALL FOLLOWED IF A CONFLICT WITH THESE NOTES EXISTS. SELECT SELECT FILL MATERIAL SHALL HAVE THE FOLLOWING CHARACTERISTICS: 1.CONSIST OF HOMOGENEOUS SOILS (I.E. NOT SAND WITH CLAY LUMPS) AND BE FREE OF ORGANIC MATTER OR OTHER DELETERIOUS MATERIALS AND FREE OF ROCKS LARGER THAN 6 INCHES IN DIAMETER 2.LIQUID LIMIT LESS THAN 40 3.PLASTICITY INDEX BETWEEN EIGHT (8) AND EIGHTEEN (18) 4.PERCENT PASSING THE NO. 200 SIEVE BETWEEN 30 AND 75. 5.MAXIMUM HYDRAULIC CONDUCTIVITY OF THE COMPACTED MATERIAL OF 1 X 10-5 CM/SEC. ATTERBERG LIMITS TESTING OF THE FILL IS REQUIRED AND SHALL NOT EXCEED A RATE OF 1 TEST PER 500 CUBIC YARDS OF FILL (AND AS VISUAL CHANGES OCCUR). THE SELECT FILL MATERIAL SHALL BE PLACED IN MAXIMUM LIFTS OF NINE (9) INCHES OF LOOSE MATERIAL AND SHOULD BE COMPACTED WITHIN THE RANGE OF OPTIMUM TO THREE PERCENTAGE POINTS ABOVE (+3%) OPTIMUM MOISTURE CONTENT VALUE AND A MINIMUM OF 95% OF THE MAXIMUM DENSITY AS DETERMINED BY THE STANDARD PROCTOR (ASTM D 698) TEST. IF WATER MUST BE ADDED, IT SHOULD BE UNIFORMLY APPLIED AND THOROUGHLY MIXED INTO THE SOIL BY DISKING OR SCARIFYING. CONTRACTOR SHALL MAINTAIN THE SPECIFIED MOISTURE CONTENT UNTIL THE SUBGRADE IS COVERED WITH FILL OR PAVEMENT. EACH LIFT OF COMPACTED SOIL SHOULD BE TESTED AND INSPECTED BY THE SOILS ENGINEER OR HIS REPRESENTATIVE PRIOR TO PLACEMENT OF SUBSEQUENT LIFTS. FIELD DENSITY TEST SHALL BE AT A FREQUENCY OF NOT LESS THAN ONE (1) TEST PER 3,000 SQUARE FEET OF SURFACE AREA PER LIFT OR A MINIMUM OF TWO (2) TEST PER LIFT FOR EACH TESTED AREA FOR THE PAVEMENT. BUILDING PAD PREPARATION THESE GUIDELINES ARE PROVIDED WITHOUT THE BENEFIT OF A GEOTECHNICAL RECOMMENDATION AND ARE CONSIDERED TO BE INDUSTRY STANDARD PRACTICES. IF A GEOTECHNICAL INVESTIGATION IS PERFORMED, ITS RECOMMENDATIONS SHALL FOLLOWED IF A CONFLICT WITH THESE NOTES EXISTS. THE EXISTING SURFICIAL VEGETATION / TOPSOIL AND EXISTING PAVEMENT SHALL BE REMOVED AND EXCAVATED TO FINISHED SUBGRADE. VOIDS THAT RESULT FROM DEMOLITION ACTIVITY SHALL BE BACKFILLED WITH MOISTURE AND DENSITY CONTROLLED SELECT FILL MATERIAL TO FINISHED SUBGRADE. THE EXPOSED SUBGRADE SHALL BE PROOF ROLLED AND COMPACTED TO A MINIMUM 95% STANDARD PROCTOR. SCARIFY THE EXPOSED SUBGRADE, ADJUST THE MOISTURE CONTENT AND RECOMPACT. PLACE SELECT FILL TO FINISHED SLAB SUBGRADE (ALL SELECT FILL SHOULD BE TESTED TO VERIFY COMPLIANCE WITH THE RECOMMENDATIONS). THE FOLLOWING ARE PROVIDED FOR RECOMMENDED FOUNDATION SUBGRADE PREPARATIONS. AFTER STRIPPING AND UNDERCUTTING, AS REQUIRED BY THE GRADING PLAN (THIS SHEET), THE BUILDING AREA SHOULD BE PROOF ROLLED WITH A HEAVY, LOADED PNEUMATIC-TIRED VEHICLE SUCH AS A 20 TO 25 TON LOADED DUMP TRUCK OR SCRAPER. IT IS RECOMMENDED THAT ALL AREAS BENEATH THE FLOOR SLAB BE PROOF ROLLED TO IDENTIFY LOOSE OR SOFT SOILS. ALL PROOF ROLLING AND UNDERCUTTING ACTIVITIES SHOULD BE WITNESSED BY THE SOILS ENGINEER OR HIS REPRESENTATIVE, AND SHOULD BE PERFORMED DURING A PERIOD OF DRY WEATHER. ANY WEAK AREAS WHICH YIELD UNDER PROOF ROLL, OR ANY AREAS WITH A TENDENCY TO PUMP, SHOULD BE MITIGATED. SUCH MITIGATION MAY INCLUDE: 1. OVEREXCAVATION AND BACKFILLING, 2. REPROCESSING TO REMOVE MOISTURE, 3. CHEMICAL MODIFICATION WITH LIME OR CEMENTITIOUS ADMIXTURES, OR 4. INSTALLATION OF GEOSYNTHETICS. AFTER STRIPPING, EXCAVATING WHERE REQUIRED, AND PROOF ROLLING BUT PRIOR TO PLACING FILL, THE EXPOSED SOILS SHOULD BE SCARIFIED AND THEN PROCESSED TO A MOISTURE CONTENT BETWEEN OPTIMUM TO THREE PERCENTAGE POINTS ABOVE (+3%) THE STANDARD PROCTOR OPTIMUM. THE SUBGRADE SOILS SHOULD BE RECOMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE STANDARD PROCTOR (ASTM D 698) MAXIMUM DRY DENSITY FOR A DEPTH OF AT LEAST EIGHT (8) INCHES BELOW THE SURFACE. CONTRACTOR SHALL MAINTAIN SPECIFIED MOISTURE CONTENT UNTIL SUBGRADE IS COVERED WITH FILL OR SLAB. EROSION CONTROL MAINTENANCE ALL MEASURES STATED ON THIS EROSION AND SEDIMENT CONTROL PLAN, AND IN THE STORM WATER POLLUTION PREVENTION PLAN, SHALL BE MAINTAINED IN FULLY FUNCTIONAL CONDITION UNTIL NO LONGER REQUIRED FOR A COMPLETED PHASE OF WORK OR FINAL STABILIZATION OF THE SITE. ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE CHECKED BY A QUALIFIED PERSON AT LEAST ONCE EVERY FOURTEEN CALENDAR DAYS AND WITHIN 24 HOURS OF THE END OF A 0.5" RAINFALL EVENT, AND CLEANED AND REPAIRED IN ACCORDANCE WITH THE FOLLOWING: 1.INLET PROTECTION DEVICES AND BARRIERS SHALL BE REPAIRED OR REPLACED IF THEY SHOW SIGNS OF UNDERMINING, OR DETERIORATION. 2.ALL SEEDED AREAS SHALL BE CHECKED REGULARLY TO SEE THAT A GOOD STAND IS MAINTAINED. AREAS SHOULD BE FERTILIZED, WATERED, AND RESEEDED AS NEEDED. 3.SILT FENCES SHALL BE REPAIRED TO THEIR ORIGINAL CONDITIONS IF DAMAGED. SEDIMENT SHALL BE REMOVED FROM THE SILT FENCES WHEN IT REACHES ONE-THIRD THE HEIGHT OF THE SILT FENCE. 4.THE CONSTRUCTION ENTRANCES SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOW OF MUD ONTO PUBLIC RIGHTS-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING OF THE CONSTRUCTION ENTRANCES AS CONDITIONS DEMAND. 5.THE TEMPORARY PARKING AND STORAGE AREA SHALL BE KEPT IN GOOD CONDITION (SUITABLE FOR PARKING AND STORAGE). THIS MAY REQUIRE PERIODIC TOP DRESSING OF THE TEMPORARY PARKING AS CONDITIONS DEMAND. 6.OUTLET STRUCTURES IN THE SEDIMENTATION BASINS SHALL BE MAINTAINED IN OPERATIONAL CONDITIONS AT ALL TIMES. SEDIMENT SHALL BE REMOVED FROM SEDIMENT BASINS OR TRAPS WHEN THE DESIGN CAPACITY HAS BEEN REDUCED BY 50% OR AS REQUIRED BY THE CITY ENGINEER. GENERAL EROSION CONTROL NOTES 1.THE STORM WATER POLLUTION PREVENTION PLAN IS COMPRISED OF THIS DRAWING (SITE MAP), THE STANDARD DETAILS, THE PLAN NARRATIVE, ATTACHMENTS INCLUDED IN THE SWPPP, PLUS THE PERMIT AND ALL SUBSEQUENT REPORTS AND RELATED DOCUMENTS. 2.ALL CONTRACTORS AND SUBCONTRACTORS INVOLVED WITH STORM WATER POLLUTION PREVENTION SHALL OBTAIN A COPY OF THE STORM WATER POLLUTION PREVENTION PLAN AND THE STATE OF TEXAS POLLUTANT DISCHARGE ELIMINATION SYSTEM GENERAL PERMIT (TPDES PERMIT) AND BECOME FAMILIAR WITH THEIR CONTENTS. 3.CONTRACTOR SHALL IMPLEMENT BEST MANAGEMENT PRACTICES AS REQUIRED BY THE SWPPP. ADDITIONAL BEST MANAGEMENT PRACTICES SHALL BE IMPLEMENTED AS DICTATED BY CONDITIONS AT NO ADDITIONAL COST OF OWNER THROUGHOUT ALL PHASES OF CONSTRUCTION. 4.BEST MANAGEMENT PRACTICES (BMP'S) AND CONTROLS SHALL CONFORM TO FEDERAL, STATE, OR LOCAL REQUIREMENTS OR MANUAL OF PRACTICE, AS APPLICABLE. CONTRACTOR SHALL IMPLEMENT ADDITIONAL CONTROLS AS DIRECTED BY PERMITTING AGENCY OR OWNER. 5.SITE MAP MUST CLEARLY DELINEATE ALL STATE WATERS, PERMITS FOR ANY CONSTRUCTION ACTIVITY IMPACTING STATE WATERS OR REGULATED WETLANDS, AND MUST BE MAINTAINED ON SITE AT ALL TIMES. 6.CONTRACTOR SHALL MINIMIZE CLEARING TO THE MAXIMUM EXTENT PRACTICAL OR AS REQUIRED BY THE GENERAL PERMIT. 7.GENERAL CONTRACTOR SHALL DENOTE ON PLAN THE TEMPORARY PARKING AND STORAGE AREA WHICH SHALL ALSO BE USED AS THE EQUIPMENT MAINTENANCE AND CLEANING AREA, EMPLOYEE PARKING AREA, AND AREA FOR LOCATING PORTABLE FACILITIES, OFFICE TRAILERS, AND TOILET FACILITIES. 8.ALL WASH WATER (CONCRETE TRUCKS, VEHICLE CLEANING, EQUIPMENT CLEANING, ETC.) SHALL BE DETAINED AND PROPERLY TREATED OR DISPOSED. 9.SUFFICIENT OIL AND GREASE ABSORBING MATERIALS AND FLOTATION BOOMS SHALL BE MAINTAINED ON SITE OR READILY AVAILABLE TO CONTAIN AND CLEANUP FUEL OR CHEMICAL SPILLS OR LEAKS. 10.DUST ON THE SITE SHALL BE CONTROLLED BY SPRAYING WATER ON DRY AREAS OF THE SITE. THE USE OF MOTOR OILS AND OTHER PETROLEUM BASED OR TOXIC LIQUIDS FOR DUST SUPPRESSION OPERATIONS IS PROHIBITED. 11.RUBBISH, TRASH, GARBAGE, LITTER, OR OTHER SUCH MATERIALS SHALL BE DEPOSITED INTO SEALED CONTAINERS. MATERIALS SHALL BE PREVENTED FROM LEAVING THE PREMISES THROUGH THE ACTION OF WIND OR STORM WATER DISCHARGE INTO DRAINAGE DITCHES OR WATERS OF THE STATE. 12.ALL STORM WATER POLLUTION PREVENTION MEASURES PRESENTED ON THIS PLAN, AND IN THE STORM WATER POLLUTION PREVENTION PLAN, SHALL BE INITIATED AS SOON AS PRACTICABLE. 13.DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY HAS STOPPED FOR AT LEAST 21 DAYS, SHALL BE TEMPORARILY SEEDED. THESE AREAS SHALL BE SEEDED NO LATER THAN 14 DAYS FROM THE LAST CONSTRUCTION ACTIVITY OCCURRING IN THESE AREAS. 14.DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY HAS PERMANENTLY STOPPED SHALL BE PERMANENTLY SEEDED. THESE AREAS SHALL BE SEEDED NO LATER THAN 14 DAYS AFTER THE LAST CONSTRUCTION ACTIVITY OCCURRING IN THESE AREAS. REFER TO THE GRADING PLAN AND/OR LANDSCAPE PLAN. 15.IF THE ACTION OF VEHICLES TRAVELING OVER THE GRAVEL CONSTRUCTION ENTRANCES IS NOT SUFFICIENT TO REMOVE THE MAJORITY OF DIRT OR MUD, THEN THE TIRES MUST BE WASHED BEFORE THE VEHICLES ENTER A PUBLIC ROAD. IF WASHING IS USED, PROVISIONS MUST BE MADE TO INTERCEPT THE WASH WATER AND TRAP THE SEDIMENT BEFORE IT IS CARRIED OFF THE SITE. 16.ALL MATERIALS SPILLED, DROPPED, WASHED, OR TRACKED FROM VEHICLES ONTO ROADWAYS OR INTO STORM DRAINS MUST BE REMOVED IMMEDIATELY. 17.CONTRACTORS OR SUBCONTRACTORS WILL BE RESPONSIBLE FOR REMOVING SEDIMENT IN THE DETENTION POND AND ANY SEDIMENT THAT MAY HAVE COLLECTED IN THE STORM SEWER DRAINAGE SYSTEMS IN CONJUNCTION WITH THE STABILIZATION OF THE SITE. 18.ON-SITE & OFFSITE SOIL STOCKPILE AND BORROW AREAS SHALL BE PROTECTED FROM EROSION AND SEDIMENTATION THROUGH IMPLEMENTATION OF BEST MANAGEMENT PRACTICES. STOCKPILE AND BORROW AREA LOCATIONS SHALL BE NOTED ON THE SITE MAP AND PERMITTED IN ACCORDANCE WITH GENERAL PERMIT REQUIREMENTS. 19.SLOPES SHALL BE LEFT IN A ROUGHENED CONDITION DURING THE GRADING PHASE TO REDUCE RUNOFF VELOCITIES AND EROSION. 20.DUE TO THE GRADE CHANGES DURING THE DEVELOPMENT OF THE PROJECT, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTING THE EROSION CONTROL MEASURES (SILT FENCES, STRAW BALES, ETC.) TO PREVENT EROSION. 21.ALL CONSTRUCTION SHALL BE STABILIZED AT THE END OF EACH WORKING DAY, THIS INCLUDES BACKFILLING OF TRENCHES FOR UTILITY CONSTRUCTION AND PLACEMENT OF GRAVEL OR BITUMINOUS PAVING FOR ROAD CONSTRUCTION. STORM WATER POLLUTION PREVENTION SYSTEM INSPECTIONS AND MAINTENANCE BETWEEN THE TIME THIS SWPPP IS IMPLEMENTED AND FINAL SITE STABILIZATION IS ACHIEVED, ALL DISTURBED AREAS AND POLLUTANT CONTROLS MUST BE INSPECTED AT LEAST ONCE EVERY FOURTEEN CALENDAR DAYS AND WITHIN 24 HOURS FOLLOWING A RAINFALL OF 0.5 INCHES OR GREATER. THE PURPOSE OF SITE INSPECTIONS IS TO ASSESS PERFORMANCE OF POLLUTANT CONTROLS. THE INSPECTIONS WILL BE CONDUCTED BY THE GENERAL CONTRACTOR'S DESIGNATED REPRESENTATIVE. BASED ON THESE INSPECTIONS, THE GENERAL CONTRACTOR WILL DECIDE WHETHER IT IS NECESSARY TO MODIFY THIS SWPPP, ADD OR RELOCATE SEDIMENT BARRIERS, OR WHATEVER ELSE MAY BE NEEDED IN ORDER TO PREVENT POLLUTANTS FROM LEAVING THE SITE VIA STORM WATER RUNOFF. THE GENERAL CONTRACTOR HAS THE DUTY TO CAUSE POLLUTANT CONTROL MEASURES TO BE REPAIRED, MODIFIED, MAINTAINED, SUPPLEMENTED, OR WHATEVER ELSE IS NECESSARY IN ORDER TO ACHIEVE EFFECTIVE POLLUTANT CONTROL. EXAMPLES OF PARTICULAR ITEMS TO EVALUATE DURING SITE INSPECTIONS ARE LISTED BELOW. THIS LIST IS NOT INTENDED TO BE COMPREHENSIVE. DURING EACH INSPECTION THE INSPECTOR MUST EVALUATE OVERALL POLLUTANT CONTROL SYSTEM PERFORMANCE AS WELL AS PARTICULAR DETAILS OF INDIVIDUAL SYSTEM COMPONENTS. ADDITIONAL FACTORS SHOULD BE CONSIDERED AS APPROPRIATE TO THE CIRCUMSTANCES. LOCATIONS WHERE VEHICLES ENTER AND EXIT THE SITE MUST BE INSPECTED FOR EVIDENCE OF OFF-SITE SEDIMENT TRACKING. A STABILIZED CONSTRUCTION ENTRANCE WILL BE CONSTRUCTED WHERE VEHICLES ENTER AND EXIT. THIS ENTRANCE WILL BE MAINTAINED OR SUPPLEMENTED AS NECESSARY TO PREVENT SEDIMENT FROM LEAVING THE SITE ON VEHICLES. SEDIMENT BARRIERS MUST BE INSPECTED AND, IF NECESSARY, THEY MUST BE ENLARGED OR CLEANED IN ORDER TO PROVIDE ADDITIONAL CAPACITY. ALL MATERIAL EXCAVATED FROM BEHIND SEDIMENT BARRIERS WILL BE STOCKPILED ON THE UP SLOPE SIDE. ADDITIONAL SEDIMENT BARRIERS MUST BE CONSTRUCTED AS NEEDED. INSPECTIONS WILL EVALUATE DISTURBED AREAS AND AREAS USED FOR STORING MATERIALS THAT ARE EXPOSED TO RAINFALL FOR EVIDENCE OF, OR THE POTENTIAL FOR, POLLUTANTS ENTERING THE DRAINAGE SYSTEM. IF NECESSARY, THE MATERIALS MUST BE COVERED OR ORIGINAL COVER MUST BE REPAIRED OR SUPPLEMENTED. ALSO, PROTECTIVE BERMS MUST BE CONSTRUCTED, IF NEEDED, IN ORDER TO CONTAIN RUNOFF FROM MATERIAL STORAGE AREAS. GRASSED AREAS WILL BE INSPECTED TO CONFIRM THAT A HEALTHY STAND OF GRASS IS MAINTAINED. THE SITE HAS ACHIEVED FINAL STABILIZATION ONCE ALL AREAS ARE COVERED WITH BUILDING FOUNDATION OR PAVEMENT, OR HAVE A STAND OF GRASS WITH AT LEAST 70 PERCENT DENSITY. THE DENSITY OF 70 PERCENT OR GREATER MUST BE MAINTAINED TO BE CONSIDERED AS STABILIZED. AREAS MUST BE WATERED, FERTILIZED, AND RESEEDED AS NEEDED TO ACHIEVE THIS GOAL. ALL DISCHARGE POINTS MUST BE INSPECTED TO DETERMINE WHETHER EROSION CONTROL MEASURES ARE EFFECTIVE IN PREVENTING SIGNIFICANT IMPACTS TO RECEIVING WATERS. EXAMPLES FOR MAINTENANCE ITEMS ARE LISTED BELOW. THIS LIST IS NOT INTENDED TO BE COMPREHENSIVE. ADDITIONAL PROCEDURES SHOULD BE CONSIDERED AS APPROPRIATE TO EACH INDIVIDUAL CIRCUMSTANCE. A.EROSION AND SEDIMENT CONTROL MEASURES THAT HAVE BEEN IMPROPERLY INSTALLED OR HAVE BEEN DISABLED, RUN-OVER, REMOVED OR OTHERWISE RENDERED INEFFECTIVE MUST BE REPLACED OR CORRECTED IMMEDIATELY. MAINTENANCE AND REPAIRS WILL BE CONDUCTED WITHIN 24 HOURS OF INSPECTION REPORT. B.SEDIMENT WILL BE REMOVED FROM BEHIND THE FILTER FABRIC FENCE WHEN IT REACHES ABOUT 1/3 THE HEIGHT OF THE FENCE. SEDIMENT WILL BE REMOVED FROM AROUND THE INLET BARRIERS AND DIKES WHEN THE STORAGE CAPACITY HAS BEEN APPROXIMATELY 50% FILLED. C.BASED ON INSPECTION RESULTS, ANY MODIFICATION NECESSARY TO INCREASE THE EFFECTIVENESS OF THIS SWPPP TO AN ACCEPTABLE LEVEL MUST BE MADE WITHIN SEVEN CALENDAR DAYS OF THE INSPECTION. THE INSPECTION REPORTS MUST BE COMPLETED ENTIRELY AND ADDITIONAL REMARKS SHOULD BE INCLUDED IF NEEDED TO FULLY DESCRIBE A SITUATION. AN IMPORTANT ASPECT OF THE INSPECTION REPORT IS THE DESCRIPTION OF ADDITIONAL MEASURES THAT NEED TO BE TAKEN TO ENHANCE PLAN EFFECTIVENESS. THE INSPECTION REPORT MUST IDENTIFY WHETHER THE SITE WAS IN COMPLIANCE WITH THE SWPPP AT THE TIME OF INSPECTION AND SPECIFICALLY IDENTIFY ALL INCIDENTS OF NON-COMPLIANCE. D.INSPECTION REPORTS MUST BE KEPT ON FILE BY THE GENERAL CONTRACTOR AS AN INTEGRAL PART OF THIS SWPPP FOR AT LEAST THREE YEARS FROM THE DATE OF COMPLETION OF THE PROJECT. ULTIMATELY, IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO ASSURE THE ADEQUACY OF SITE POLLUTANT DISCHARGE CONTROLS. ACTUAL PHYSICAL SITE CONDITIONS OR CONTRACTOR PRACTICES COULD MAKE IT NECESSARY TO INSTALL MORE STRUCTURAL CONTROLS THAN ARE SHOWN ON THE PLANS. (FOR EXAMPLE, LOCALIZED CONCENTRATIONS OF RUNOFF COULD MAKE IT NECESSARY TO INSTALL ADDITIONAL SEDIMENT BARRIERS). ASSESSING THE NEED FOR ADDITIONAL CONTROLS AND IMPLEMENTING THEM OR ADJUSTING EXISTING CONTROLS WILL BE A CONTINUING ASPECT OF THIS SWPPP UNTIL THE SITE ACHIEVES FINAL STABILIZATION. 4-1-2024 PROPOSED ZONING SP-2 MAXIMUM LOT COVERAGE: 50% MAXIMUM LOT COVERAGE: 70% OF THE TOTAL LOT AREA (AS AMENDED BY ORDINANCE NO. 480-JJ C1.0TOPOGRAPHICSURVEYFilename: C:\Users\ThurmanParsons\Desktop\CAD-LAMBERT\C1.0 TOPOGRAPHIC SURVEY.dwg Plotted: 4/24/2024 11:14:25 AM Plot Device: DWG To PDF.pc3 Plotted by: Thurman Parsons THIS DRAWING AND RELATED SPECIFICATIONS, INCLUDING ALL DOCUMENTS ON ELECTRONIC MEDIA, WERE PREPARED BY ABLE ENGINEERING, PLLC. AS INSTRUMENTS OF SERVICE AND SHALL REMAIN THE PROPERTY OF ABLE ENGINEERING. THE INFORMATION SHOWN HEREON SHALL BE USEDONLY BY THE CLIENT TO WHOM SERVICES ARE RENDERED AND ONLY FOR THE PURPOSE OF DESCRIBING, CONSTRUCTING, OR INSTALLING THE WORK SHOWN HEREON AT THE DESIGNATED LOCATION ON THE SPECIFIED SITE. ANY UNAUTHORIZED USE OF THESE DOCUMENTS, INCLUDINGWITHOUT LIMITATION REPRODUCTION OR ALTERATION, IS STRICTLY PROHIBITED AND SHALL CAUSE THE WAIVER OF ANY EXPRESSED WARRANTIES AND ALSO SEVER ANY LIABILITIES WHICH MAY ARISE FROM THE CONSTRUCTION, USE OR RESULT OF SUCH UNAUTHORIZED USE OR CHANGES. P-8"SP-8"SP-8"SP-8"SP-8"SP-8"SP-8"SP-8"SP-8"SP-8"SP-8"SP-8"SP-8"SP-8"SP-8"S P-8"S P-8"S P-8"S P-8"S P-8"S P-8"SSSP-MHP-COP-FH SSP-MHSSP-MHP-8"W P-8"WP-8"WP-8"WP-8"WP-8"WP-8"WP-8"WP-8"WP-8"WP-8"WBUILDING #1ONE STORY (±8,692 s.f.)FFE=650.00P-6"S VAN VANP-WMP-2''W P-COGMC 300PROCEPTORP-C P-C P-C P-C P-C P-6"SP-6"SSSP-MHP-FDCP-6"W P-COP-COP-COP-COP-COP-COP-FHP-WMXXXXXXXXXXXXXXXXXXOHE OHE OHE OHE OHE OHE OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASCVACACACACACCVGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGAS GAS20''W20''W20''W20''W20''W20''W20''W20''W20''W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W20''W 12"W CVPPPPPPPPEXISTING 2 STORYBRICK OFFICE BLDG.EXISTING I STORYBRICK OFFICE BLDG.S.H. 114 SERVICE ROAD±39' CONCRETE PAVEMENTGMMAIL BOX MHN89° 42' 56"E 515.66'S0° 52' 44"E 248.39'N89° 37' 43"W 249.03'S1° 58' 23"E 100.61'N66° 00' 01"W 233.64'N0° 26' 25"E 191.96'S89° 25' 44"W 62.50'NORTH WHITE CHAPEL BOULEVARD VARIABLE WIDTH ASPHALT PAVEMENT VARIABLE WIDTH ROW 20''W 20''W 20''W 20''W 20''W 2 0 ' 'W 2 0 ' 'W 2 0 ' 'WRM #5052RM #5070TBM #5008650 646 647 648 649 651 652645650655 655 64 2 643 64464 6 6 4 7 64 8 64 9 651652653653654654656656 657657657657 6 4 5 650 655644 6 4 6 6 4 7 6 4 8 6 4 9 6516526 5 3 6 5 4 656SFSFSFSFSFSF SF SF SF SF SFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SF SF SF SF SF SF SF SF SF SF LIMIT OF DISTURBANCESCELIMIT OF DISTURBANCELIMIT OF DISTURBANCE 650 655 648 649 64964 9649649 651 652653 654 656 645 650 644 64 6 647 64 8 6 4 9 651652 64864864865 0 64 9 651 650650650650647648649 649 6506506456 4 6 6 4 7 648649APPROXIMATE LOCATION OF SILT FENCEAPPROXIMATE LOCATION OF SILT FENCEAPPROXIMATE LOCATION OF SILT FENCEIP1IP3IP1IP2IP1IP2IP1IP2IP1IP2IP1IP3IP1IP3IP1IP3IP1IP3IP1IP3IP1IP3IP1IP3CDFilename: C:\Users\ThurmanParsons\Desktop\CAD-LAMBERT\C2.0 E&S PLAN.dwg Plotted: 4/24/2024 11:17:52 AM Plot Device: None Plotted by: Thurman Parsons THIS DRAWING AND RELATED SPECIFICATIONS, INCLUDING ALL DOCUMENTS ON ELECTRONIC MEDIA, WERE PREPARED BY ABLE ENGINEERING, PLLC. AS INSTRUMENTS OF SERVICE AND SHALL REMAIN THE PROPERTY OF ABLE ENGINEERING. THE INFORMATION SHOWN HEREON SHALL BE USED ONLY BY THE CLIENT TO WHOM SERVICES ARE RENDERED AND ONLY FOR THEPURPOSE OF DESCRIBING, CONSTRUCTING, OR INSTALLING THE WORK SHOWN HEREON AT THE DESIGNATED LOCATION ON THE SPECIFIED SITE. ANY UNAUTHORIZED USE OF THESE DOCUMENTS, INCLUDING WITHOUT LIMITATION REPRODUCTION OR ALTERATION, IS STRICTLY PROHIBITED AND SHALL CAUSE THE WAIVER OF ANY EXPRESSED WARRANTIES AND ALSO SEVERANY LIABILITIES WHICH MAY ARISE FROM THE CONSTRUCTION, USE OR RESULT OF SUCH UNAUTHORIZED USE OR CHANGES.STEVEN SCOGGINS6406 REDSTONE DRIVEARLINGTON, TEXAS817-965-0763LAMBERT HOME HEADQUARTERS A PORTION OF LOT 3 - PARKWAY OFFICE CENTER AND 1.423 ACRES OUT OF THE THOMAS M. HOOD SURVEY, A-706 1700 N. WHITE CHAPEL ROAD SOUTHLAKE, TARRANT COUNTY, TEXASDATE: 04/22/2024 REVISION:CONCEPT ANDSITE PLANSUBMITTALCASE #: ZA24-0009CONCEPT AND SITE PLANKnow what'sbelow.before you dig.CallR1 inch = ft.( IN FEET )GRAPHIC SCALE010102040205NLEGEND335335EXISTING CONTOURPROPOSED CONTOURSFAPPROXIMATE LOCATION OF SILT FENCEPROPOSED IMPROVEMENTSLIMIT OF DISTURBANCESILT FENCE (OR DROP GUARD) INLET PROTECTION-MAYBE REPLACED WITH "IP3" PROTECTION FOR INLETS INPAVED AREAS ONCE PAVEMENT HAS BEEN INSTALLEDCURB INLET GUARDGRATE GUARDROCK CHECK DAMPERMANENT STABLIIZATION (SEE LANDSCAPE PLANSFOR ADDITIONAL INFORMATION)IP1IP2IP3PSCDAPPROXIMATE LOCATION OF STABILIZED CONSTRUCTIONEXIT WITH ENTRANCE SIGN (SEE SHEET C3.2 FOR DETAIL)SCEINSTALL SILT FENCES AND SEDIMENT TRAP. CONTRACTOR SHALL INSURE THERE ARE SEDIMENTBARRIERS LOCATED DOWN SLOPE FROM CONSTRUCTION ACTIVITIES THAT DISTURB SITE SOIL.SEPJANFEBMARSOIL EROSION/SEDIMENTATION CONTROL OPERATION TIME SCHEDULE(NOTE: GENERAL CONTRACTOR TO COMPLETE TABLE WITH THEIR SPECIFIC PROJECT SCHEDULE)APRCONSTRUCTION SEQUENCEINSTALL STABILIZED CONSTRUCTION ENTRANCE/EXIT WITH APPROPRIATE SIGNAGE (SEE DETAIL SHEETC3.2). THIS WILL BE THE FIRST CONSTRUCTION WORK ON THE PROJECT.123MAYJUN5JULAUG6INSTALL INLET PROTECTION.REMOVE ALL TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES(ONLY IF SITE IS STABILIZED).78FINISH GRADING FOR SITE SUBGRADE AND BASE.PAVE SITE.INSTALL PERMANENT SEEDING AND PLANTING.CLEAR AND GRUB SITE ONLY AS NEEDED FOR CONSTRUCTION. CONTRACTOR SHALL NOT CLEAR ANDGRUB AREAS WHERE CONSTRUCTION OPERATIONS DO NOT OCCUR.INSTALL UTILITIES.INSTALL STORM SEWER PIPE AND STRUCTURES.4GRADE SITE TO SUBGRADE.910FEBMARAPRMAYJUN11JULSEPAUGOCTNOVDECJANDECNOVOCTSTABILIZATION NOTEALL NON-PAVED AREAS WITHIN THE LIMITS OF THIS PROJECT SHALL RECEIVE 4" OF CLEANTOPSOIL AND HYDROMULCH OR SOD (REFER TO LANDSCAPING PLANS). CONTRACTOR IS FULLYRESPONSIBLE TO ENSURE THAT 4" OF TOPSOIL IS IN PLACE AND GRASS IS ESTABLISHED AT THECLOSEOUT OF THE PROJECT. IF ADEQUATE TOPSOIL IS NOT AVAILABLE ON SITE, THECONTRACTOR MUST IMPORT CLEAN TOPSOIL TO SATISFY THE REQUIREMENTS OF THESEPLANS AND SPECIFICATIONS. ALL AREAS DISTURBED OUTSIDE THE PROPERTY BOUNDARYSHALL ALSO BE HYDROMULCHED OR SODDED AND COVER SHALL BE ESTABLISHED TO PREVENTEROSION.CONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARY WATERING UNTIL A HEALTHY STANDOF GRASS IS ESTABLISHED.**TEXAS ONE CALL SYSTEM**AS REQUIRED BY "THE TEXAS UNDERGROUND FACILITY DAMAGE PREVENTION AND SAFETYACT" TEXAS ONE CALL SYSTEM MUST BE CONTACTED (800-245-4545) AT LEAST 48 HOURS PRIORTO ANY EXCAVATION OPERATIONS PERFORMED. IT IS THE CONTRACTOR'S RESPONSIBILITY TOCONTACT TEXAS ONE CALL SYSTEM.TRAFFIC CONTROL NOTEGUIDELINES SET FORTH IN PART VI "STANDARDS AND GUIDES FOR TRAFFIC CONTROLS FORSTREET AND HIGHWAY CONSTRUCTION, MAINTENANCE, UTILITY, AND INCIDENT MANAGEMENTOPERATIONS" OF THE TEXAS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MOST RECENTEDITION AS REVISED) SHALL BE OBSERVED.WEATHER NOTECONTRACTOR SHALL CAREFULLY MONITOR WEATHER AND PREPARE FOREXPECTED EVENTS. SPECIAL CARE SHALL BE TAKEN TO EXAMINE SITE PRIOR TOWEEKENDS OR ABSENCES FROM THE WORKSITE.ADDING/RELOCATING BMP'SCONTRACTOR SHALL RELOCATE OR ADD TO THE EXISTING BMP'S AS NECESSARY TO ENSURENO SEDIMENT LADEN RUNOFF EXITS THE SITE.LOCATION OF OFF-SITE MATERIAL, WASTE,BORROW, FILL, OR EQUIPMENT STORAGE AREASCONTRACTOR IS RESPONSIBLE FOR PROVIDING THE LOCATIONS OF OFF-SITE MATERIAL,WASTE, BORROW, FILL, OR EQUIPMENT STORAGE AREAS ON THIS SITE MAP AND ENSURINGTHAT EACH LOCATION HAS THE NECESSARY PERMITS IF NOT COVERED UNDER THE TPDESGENERAL PERMIT FOR THIS PROJECT. THE SITE MAP SHALL BE REVISED AND DATED IF THESELOCATIONS CHANGE.INSPECTIONS/CERTIFICATIONS NOTEALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY LOCAL CODES AND/ORUTILITY SERVICE COMPANIES SHALL BE PERFORMED PRIOR TO SUBSTANTIAL PROJECTCOMPLETION.PERMITS NOTECONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS REQUIRED BY FEDERAL, STATE, ORLOCAL CODES AND/OR UTILITY SERVICE COMPANIES PRIOR TO START OF CONSTRUCTION.SITE DESCRIPTIONLOCATED IN SOUTHLAKE, TEXAS, THE SITE IS ON THE CORNER OF HIGHWAY 114 ACCESS DRIVE DRIVEAND NORTH WHITE CHAPEL BOULEVARD. CONSTRUCTION ACTIVITIES WILL CONSIST OF SITEDEMOLITION, GRADING, UTILITIES, STORM SEWER INFRASTRUCTURE AND PAVING FOR THECONSTRUCTION OF A NEW APARTMENT COMPLEX.LATITUDE: 32 DEG 57 MIN 46.45 SECLONGITUDE: 97 DEG 09 MIN 05.64 SEC(NAD 83, TEXAS STATE PLANES, NORTH CENTRAL ZONE)DISTURBED AREAPROPERTY BOUNDARY ACREAGE = 2.92 ACRESTOTAL DISTURBED AREA = 2.92 ACRESPRE DEVELOPED SITE RUNOFF COEFFICIENT "C" = 0.20POST DEVELOPED SITE RUNOFF COEFFICIENT "C" = 0.53REFERENCE MARKERSIF THE CONTRACTOR RELOCATES REFERENCE MARKERS WITH A NEW REFERENCE MARKER, ITSHALL BE LOCATED WITHIN A HORIZONTAL AND VERTICAL TOLERANCE OF 0.10'TBM #001TOPOGRAPHIC SURVEY NOTEEXISTING TOPOGRAPHIC INFORMATION SHOWN ON THESE PLANS WAS PREPARED BY DI SCIULLO-TERRY, STANTON & ASSOCIATES, INC. IF CONTRACTOR DOES NOT ACCEPT EXISTINGTOPOGRAPHY AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, HE SHALL HAVE MADE, AT HISEXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR AND SUBMIT IT TO THEOWNER FOR REVIEW. THE ENGINEER'S SEAL ON THESE PLANS DOES NOT APPLY TO THEPROPERTY BOUNDARY INFORMATION SHOWN HEREON.RM #5052RM #5070FOUND 1/2" IRON RODN: 7,036,046.29E: 2,382,174.68RM #5052 - FOUND TxDOT MONUMENTN: 7,035,793.99E: 2,381,719.45CUT SQUARE IN STORM SEWER INLETN:7,035,700.82E:2,382,186.92ELEV:641.66CITY APPROVED BENCHMARKMONUMENT 6WGS 84 POSITIONLAT: 32' 57" 39.72221°LONG: 97' 09" 03.62985°**CAUTION** - NOTICE TO CONTRACTORTHE CONTRACTOR IS PUT ON NOTICE THAT THERE MAY BE NUMEROUS UNDERGROUNDUTILITIES IN THE LINE OF WORK, SUCH AS WATER, SEWER, GAS, PIPELINE, TELEPHONE ANDELECTRIC, SOME MAY BE ABANDONED WHILE MANY ARE ACTIVE. EXISTING UTILITIES SHOWN ONTHE PLANS REPRESENT A DILIGENT EFFORT TO SHOW THEIR APPROXIMATE LOCATION.THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION WHEN CONDUCTING EXCAVATIONOPERATIONS. DAMAGES SHALL BE REPAIRED IMMEDIATELY AT CONTRACTOR'S EXPENSE.THE CONTRACTOR MUST CONTACT THE APPROPRIATE UTILITY COMPANY AT LEAST 72 HOURSBEFORE ANY EXCAVATION TO REQUEST FIELD LOCATION OF UTILITIES.THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OFEXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUSUTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THEINFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTORMUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANYEXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THERESPONSIBILITY OF THE CONTRACTOR TO RELOCATE UTILITIES WHICH CONFLICT WITH THEPROPOSED IMPROVEMENT SHOWN ON THE PLANS.C2.0EROSION ANDSEDIMENTATIONCONTROL PLAN4-1-2024ABLE ENGINEERING, PLLC190 CLOVER LANEDIANA, TEXAS 75640PHONE: (903) 399-1392EMAIL: JEFFH@ABLE-ENG.NETTBPELS FIRM #24175 Filename: C:\Users\ThurmanParsons\Desktop\CAD-LAMBERT\C2.0 E&S PLAN.dwg Plotted: 4/24/2024 11:18:17 AM Plot Device: None Plotted by: Thurman Parsons THIS DRAWING AND RELATED SPECIFICATIONS, INCLUDING ALL DOCUMENTS ON ELECTRONIC MEDIA, WERE PREPARED BY ABLE ENGINEERING, PLLC. AS INSTRUMENTS OF SERVICE AND SHALL REMAIN THE PROPERTY OF ABLE ENGINEERING. THE INFORMATION SHOWN HEREON SHALL BE USED ONLY BY THE CLIENT TO WHOM SERVICES ARE RENDERED AND ONLY FOR THEPURPOSE OF DESCRIBING, CONSTRUCTING, OR INSTALLING THE WORK SHOWN HEREON AT THE DESIGNATED LOCATION ON THE SPECIFIED SITE. ANY UNAUTHORIZED USE OF THESE DOCUMENTS, INCLUDING WITHOUT LIMITATION REPRODUCTION OR ALTERATION, IS STRICTLY PROHIBITED AND SHALL CAUSE THE WAIVER OF ANY EXPRESSED WARRANTIES AND ALSO SEVERANY LIABILITIES WHICH MAY ARISE FROM THE CONSTRUCTION, USE OR RESULT OF SUCH UNAUTHORIZED USE OR CHANGES.STEVEN SCOGGINS6406 REDSTONE DRIVEARLINGTON, TEXAS817-965-0763LAMBERT HOME HEADQUARTERS A PORTION OF LOT 3 - PARKWAY OFFICE CENTER AND 1.423 ACRES OUT OF THE THOMAS M. HOOD SURVEY, A-706 1700 N. WHITE CHAPEL ROAD SOUTHLAKE, TARRANT COUNTY, TEXASDATE: 04/22/2024 REVISION:CONCEPT ANDSITE PLANSUBMITTALCASE #: ZA24-0009CONCEPT AND SITE PLANIP12" X 4" WOOD FRAMECROSS BRACEDROP INLETWITH GRATEFRAMEGATHER EXCESSAT CORNERS2" x 2" STAKEFABRICSILT FENCE INLET PROTECTIONN.T.S.3' MIN.5' MINIMUM(TYP)15"MIN.18"MAX.FABRIC EXTENDS1' MIN.0335 - 65501002004"-6" CLEAN STONEGEOTEXTILE UNDERLINERHARD SURFACEPUBLIC ROAD 50' MINIMUM20' MINIMUMCONSTRUCTION NOTES:1. GRADATION OF ROCK.2. THE ENTRANCE SHALL BE MAINTAINED TO PREVENT TRACKING OR FLOWING OFSEDIMENT ONTO PUBLIC RIGHT-OF-WAY. THIS MAY REQUIRE DRESSING WITHADDITIONAL STONE AND REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAPSEDIMENT.3. WHEN NECESSARY, WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TOENTRANCE INTO PUBLIC RIGHT-OF-WAY. WASHING SHALL BE DONE ON AN AREASTABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN APPROVED SEDIMENTCONTROLLING STRUCTURE. USE SAND BAGS, GRAVEL, BOARDS OR OTHER APPROVEDMETHODS TO PREVENT SEDIMENT FROM ENTERING ANY STORM DRAIN, DITCH, ORWATER COURSE.4. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC RIGHT-OF-WAYMUST BE REMOVED IMMEDIATELY.SIZE OF ROCK LBS.% SMALLER BYWEIGHTSTABILIZED CONSTRUCTION EXITN.T.S.MIN. 0.5% GRADE DOWNFROM PUBLIC STREET.10" MINIMUM EROSION CONTROL MAINTENANCEALL MEASURES STATED ON THIS EROSION AND SEDIMENT CONTROL PLAN, AND IN THE STORM WATER POLLUTION PREVENTION PLAN,SHALL BE MAINTAINED IN FULLY FUNCTIONAL CONDITION UNTIL NO LONGER REQUIRED FOR A COMPLETED PHASE OF WORK OR FINALSTABILIZATION OF THE SITE. ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE CHECKED BY A QUALIFIED PERSONAT LEAST ONCE EVERY FOURTEEN CALENDAR DAYS AND WITHIN 24 HOURS OF THE END OF A 0.5" RAINFALL EVENT, AND CLEANEDAND REPAIRED IN ACCORDANCE WITH THE FOLLOWING:1.INLET PROTECTION DEVICES AND BARRIERS SHALL BE REPAIRED OR REPLACED IF THEY SHOW SIGNS OF UNDERMINING, ORDETERIORATION.2.ALL SEEDED AREAS SHALL BE CHECKED REGULARLY TO SEE THAT A GOOD STAND IS MAINTAINED. AREAS SHOULD BEFERTILIZED, WATERED, AND RESEEDED AS NEEDED.3.SILT FENCES SHALL BE REPAIRED TO THEIR ORIGINAL CONDITIONS IF DAMAGED. SEDIMENT SHALL BE REMOVED FROM THESILT FENCES WHEN IT REACHES ONE-THIRD THE HEIGHT OF THE SILT FENCE.4.THE CONSTRUCTION ENTRANCES SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOW OF MUDONTO PUBLIC RIGHTS-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING OF THE CONSTRUCTION ENTRANCES ASCONDITIONS DEMAND.5.THE TEMPORARY PARKING AND STORAGE AREA SHALL BE KEPT IN GOOD CONDITION (SUITABLE FOR PARKING AND STORAGE).THIS MAY REQUIRE PERIODIC TOP DRESSING OF THE TEMPORARY PARKING AS CONDITIONS DEMAND.6.OUTLET STRUCTURES IN THE SEDIMENTATION BASINS SHALL BE MAINTAINED IN OPERATIONAL CONDITIONS AT ALL TIMES.SEDIMENT SHALL BE REMOVED FROM SEDIMENT BASINS OR TRAPS WHEN THE DESIGN CAPACITY HAS BEEN REDUCED BY 50%OR AS REQUIRED BY THE CITY ENGINEER.GENERAL EROSION CONTROL NOTES1.THE STORM WATER POLLUTION PREVENTION PLAN IS COMPRISED OF THIS DRAWING (SITE MAP), THE STANDARD DETAILS, THE PLAN NARRATIVE,ATTACHMENTS INCLUDED IN THE SWPPP, PLUS THE PERMIT AND ALL SUBSEQUENT REPORTS AND RELATED DOCUMENTS.2.ALL CONTRACTORS AND SUBCONTRACTORS INVOLVED WITH STORM WATER POLLUTION PREVENTION SHALL OBTAIN A COPY OF THE STORMWATER POLLUTION PREVENTION PLAN AND THE STATE OF TEXAS POLLUTANT DISCHARGE ELIMINATION SYSTEM GENERAL PERMIT (TPDESPERMIT) AND BECOME FAMILIAR WITH THEIR CONTENTS.3.CONTRACTOR SHALL IMPLEMENT BEST MANAGEMENT PRACTICES AS REQUIRED BY THE SWPPP. ADDITIONAL BEST MANAGEMENT PRACTICESSHALL BE IMPLEMENTED AS DICTATED BY CONDITIONS AT NO ADDITIONAL COST OF OWNER THROUGHOUT ALL PHASES OF CONSTRUCTION.4.BEST MANAGEMENT PRACTICES (BMP'S) AND CONTROLS SHALL CONFORM TO FEDERAL, STATE, OR LOCAL REQUIREMENTS OR MANUAL OFPRACTICE, AS APPLICABLE. CONTRACTOR SHALL IMPLEMENT ADDITIONAL CONTROLS AS DIRECTED BY PERMITTING AGENCY OR OWNER.5.SITE MAP MUST CLEARLY DELINEATE ALL STATE WATERS, PERMITS FOR ANY CONSTRUCTION ACTIVITY IMPACTING STATE WATERS ORREGULATED WETLANDS, AND MUST BE MAINTAINED ON SITE AT ALL TIMES.6.CONTRACTOR SHALL MINIMIZE CLEARING TO THE MAXIMUM EXTENT PRACTICAL OR AS REQUIRED BY THE GENERAL PERMIT.7.GENERAL CONTRACTOR SHALL DENOTE ON PLAN THE TEMPORARY PARKING AND STORAGE AREA WHICH SHALL ALSO BE USED AS THEEQUIPMENT MAINTENANCE AND CLEANING AREA, EMPLOYEE PARKING AREA, AND AREA FOR LOCATING PORTABLE FACILITIES, OFFICE TRAILERS,AND TOILET FACILITIES.8.ALL WASH WATER (CONCRETE TRUCKS, VEHICLE CLEANING, EQUIPMENT CLEANING, ETC.) SHALL BE DETAINED AND PROPERLY TREATED ORDISPOSED.9.SUFFICIENT OIL AND GREASE ABSORBING MATERIALS AND FLOTATION BOOMS SHALL BE MAINTAINED ON SITE OR READILY AVAILABLE TOCONTAIN AND CLEANUP FUEL OR CHEMICAL SPILLS OR LEAKS.10.DUST ON THE SITE SHALL BE CONTROLLED BY SPRAYING WATER ON DRY AREAS OF THE SITE. THE USE OF MOTOR OILS AND OTHER PETROLEUMBASED OR TOXIC LIQUIDS FOR DUST SUPPRESSION OPERATIONS IS PROHIBITED.11.RUBBISH, TRASH, GARBAGE, LITTER, OR OTHER SUCH MATERIALS SHALL BE DEPOSITED INTO SEALED CONTAINERS. MATERIALS SHALL BEPREVENTED FROM LEAVING THE PREMISES THROUGH THE ACTION OF WIND OR STORM WATER DISCHARGE INTO DRAINAGE DITCHES OR WATERSOF THE STATE.12.ALL STORM WATER POLLUTION PREVENTION MEASURES PRESENTED ON THIS PLAN, AND IN THE STORM WATER POLLUTION PREVENTION PLAN,SHALL BE INITIATED AS SOON AS PRACTICABLE.13.DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY HAS STOPPED FOR AT LEAST 21 DAYS, SHALL BE TEMPORARILY SEEDED.THESE AREAS SHALL BE SEEDED NO LATER THAN 14 DAYS FROM THE LAST CONSTRUCTION ACTIVITY OCCURRING IN THESE AREAS.14.DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY HAS PERMANENTLY STOPPED SHALL BE PERMANENTLY SEEDED. THESEAREAS SHALL BE SEEDED NO LATER THAN 14 DAYS AFTER THE LAST CONSTRUCTION ACTIVITY OCCURRING IN THESE AREAS. REFER TO THEGRADING PLAN AND/OR LANDSCAPE PLAN.15.IF THE ACTION OF VEHICLES TRAVELING OVER THE GRAVEL CONSTRUCTION ENTRANCES IS NOT SUFFICIENT TO REMOVE THE MAJORITY OF DIRTOR MUD, THEN THE TIRES MUST BE WASHED BEFORE THE VEHICLES ENTER A PUBLIC ROAD. IF WASHING IS USED, PROVISIONS MUST BE MADE TOINTERCEPT THE WASH WATER AND TRAP THE SEDIMENT BEFORE IT IS CARRIED OFF THE SITE.16.ALL MATERIALS SPILLED, DROPPED, WASHED, OR TRACKED FROM VEHICLES ONTO ROADWAYS OR INTO STORM DRAINS MUST BE REMOVEDIMMEDIATELY.17.CONTRACTORS OR SUBCONTRACTORS WILL BE RESPONSIBLE FOR REMOVING SEDIMENT IN THE DETENTION POND AND ANY SEDIMENT THAT MAYHAVE COLLECTED IN THE STORM SEWER DRAINAGE SYSTEMS IN CONJUNCTION WITH THE STABILIZATION OF THE SITE.18.ON-SITE & OFFSITE SOIL STOCKPILE AND BORROW AREAS SHALL BE PROTECTED FROM EROSION AND SEDIMENTATION THROUGHIMPLEMENTATION OF BEST MANAGEMENT PRACTICES. STOCKPILE AND BORROW AREA LOCATIONS SHALL BE NOTED ON THE SITE MAP ANDPERMITTED IN ACCORDANCE WITH GENERAL PERMIT REQUIREMENTS.19.SLOPES SHALL BE LEFT IN A ROUGHENED CONDITION DURING THE GRADING PHASE TO REDUCE RUNOFF VELOCITIES AND EROSION.20.DUE TO THE GRADE CHANGES DURING THE DEVELOPMENT OF THE PROJECT, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTING THEEROSION CONTROL MEASURES (SILT FENCES, STRAW BALES, ETC.) TO PREVENT EROSION.21.ALL CONSTRUCTION SHALL BE STABILIZED AT THE END OF EACH WORKING DAY, THIS INCLUDES BACKFILLING OF TRENCHES FOR UTILITYCONSTRUCTION AND PLACEMENT OF GRAVEL OR BITUMINOUS PAVING FOR ROAD CONSTRUCTION.STORM WATER POLLUTION PREVENTION SYSTEMINSPECTIONS AND MAINTENANCEBETWEEN THE TIME THIS SWPPP IS IMPLEMENTED AND FINAL SITE STABILIZATION IS ACHIEVED, ALL DISTURBED AREAS AND POLLUTANT CONTROLSMUST BE INSPECTED AT LEAST ONCE EVERY FOURTEEN CALENDAR DAYS AND WITHIN 24 HOURS FOLLOWING A RAINFALL OF 0.5 INCHES OR GREATER.THE PURPOSE OF SITE INSPECTIONS IS TO ASSESS PERFORMANCE OF POLLUTANT CONTROLS. THE INSPECTIONS WILL BE CONDUCTED BY THEGENERAL CONTRACTOR'S DESIGNATED REPRESENTATIVE. BASED ON THESE INSPECTIONS, THE GENERAL CONTRACTOR WILL DECIDE WHETHER IT ISNECESSARY TO MODIFY THIS SWPPP, ADD OR RELOCATE SEDIMENT BARRIERS, OR WHATEVER ELSE MAY BE NEEDED IN ORDER TO PREVENTPOLLUTANTS FROM LEAVING THE SITE VIA STORM WATER RUNOFF. THE GENERAL CONTRACTOR HAS THE DUTY TO CAUSE POLLUTANT CONTROLMEASURES TO BE REPAIRED, MODIFIED, MAINTAINED, SUPPLEMENTED, OR WHATEVER ELSE IS NECESSARY IN ORDER TO ACHIEVE EFFECTIVEPOLLUTANT CONTROL.EXAMPLES OF PARTICULAR ITEMS TO EVALUATE DURING SITE INSPECTIONS ARE LISTED BELOW. THIS LIST IS NOT INTENDED TO BE COMPREHENSIVE.DURING EACH INSPECTION THE INSPECTOR MUST EVALUATE OVERALL POLLUTANT CONTROL SYSTEM PERFORMANCE AS WELL AS PARTICULARDETAILS OF INDIVIDUAL SYSTEM COMPONENTS. ADDITIONAL FACTORS SHOULD BE CONSIDERED AS APPROPRIATE TO THE CIRCUMSTANCES.LOCATIONS WHERE VEHICLES ENTER AND EXIT THE SITE MUST BE INSPECTED FOR EVIDENCE OF OFF-SITE SEDIMENT TRACKING. A STABILIZEDCONSTRUCTION ENTRANCE WILL BE CONSTRUCTED WHERE VEHICLES ENTER AND EXIT. THIS ENTRANCE WILL BE MAINTAINED OR SUPPLEMENTED ASNECESSARY TO PREVENT SEDIMENT FROM LEAVING THE SITE ON VEHICLES.SEDIMENT BARRIERS MUST BE INSPECTED AND, IF NECESSARY, THEY MUST BE ENLARGED OR CLEANED IN ORDER TO PROVIDE ADDITIONALCAPACITY. ALL MATERIAL EXCAVATED FROM BEHIND SEDIMENT BARRIERS WILL BE STOCKPILED ON THE UP SLOPE SIDE. ADDITIONAL SEDIMENTBARRIERS MUST BE CONSTRUCTED AS NEEDED.INSPECTIONS WILL EVALUATE DISTURBED AREAS AND AREAS USED FOR STORING MATERIALS THAT ARE EXPOSED TO RAINFALL FOR EVIDENCE OF,OR THE POTENTIAL FOR, POLLUTANTS ENTERING THE DRAINAGE SYSTEM. IF NECESSARY, THE MATERIALS MUST BE COVERED OR ORIGINAL COVERMUST BE REPAIRED OR SUPPLEMENTED. ALSO, PROTECTIVE BERMS MUST BE CONSTRUCTED, IF NEEDED, IN ORDER TO CONTAIN RUNOFF FROMMATERIAL STORAGE AREAS.GRASSED AREAS WILL BE INSPECTED TO CONFIRM THAT A HEALTHY STAND OF GRASS IS MAINTAINED. THE SITE HAS ACHIEVED FINAL STABILIZATIONONCE ALL AREAS ARE COVERED WITH BUILDING FOUNDATION OR PAVEMENT, OR HAVE A STAND OF GRASS WITH AT LEAST 70 PERCENT DENSITY. THEDENSITY OF 70 PERCENT OR GREATER MUST BE MAINTAINED TO BE CONSIDERED AS STABILIZED. AREAS MUST BE WATERED, FERTILIZED, ANDRESEEDED AS NEEDED TO ACHIEVE THIS GOAL. ALL DISCHARGE POINTS MUST BE INSPECTED TO DETERMINE WHETHER EROSION CONTROLMEASURES ARE EFFECTIVE IN PREVENTING SIGNIFICANT IMPACTS TO RECEIVING WATERS.EXAMPLES FOR MAINTENANCE ITEMS ARE LISTED BELOW. THIS LIST IS NOT INTENDED TO BE COMPREHENSIVE. ADDITIONAL PROCEDURES SHOULDBE CONSIDERED AS APPROPRIATE TO EACH INDIVIDUAL CIRCUMSTANCE.A.EROSION AND SEDIMENT CONTROL MEASURES THAT HAVE BEEN IMPROPERLY INSTALLED OR HAVE BEEN DISABLED, RUN-OVER, REMOVED OROTHERWISE RENDERED INEFFECTIVE MUST BE REPLACED OR CORRECTED IMMEDIATELY. MAINTENANCE AND REPAIRS WILL BE CONDUCTEDWITHIN 24 HOURS OF INSPECTION REPORT.B.SEDIMENT WILL BE REMOVED FROM BEHIND THE FILTER FABRIC FENCE WHEN IT REACHES ABOUT 1/3 THE HEIGHT OF THE FENCE. SEDIMENTWILL BE REMOVED FROM AROUND THE INLET BARRIERS AND DIKES WHEN THE STORAGE CAPACITY HAS BEEN APPROXIMATELY 50% FILLED.C.BASED ON INSPECTION RESULTS, ANY MODIFICATION NECESSARY TO INCREASE THE EFFECTIVENESS OF THIS SWPPP TO AN ACCEPTABLELEVEL MUST BE MADE WITHIN SEVEN CALENDAR DAYS OF THE INSPECTION. THE INSPECTION REPORTS MUST BE COMPLETED ENTIRELY ANDADDITIONAL REMARKS SHOULD BE INCLUDED IF NEEDED TO FULLY DESCRIBE A SITUATION. AN IMPORTANT ASPECT OF THE INSPECTION REPORTIS THE DESCRIPTION OF ADDITIONAL MEASURES THAT NEED TO BE TAKEN TO ENHANCE PLAN EFFECTIVENESS. THE INSPECTION REPORT MUSTIDENTIFY WHETHER THE SITE WAS IN COMPLIANCE WITH THE SWPPP AT THE TIME OF INSPECTION AND SPECIFICALLY IDENTIFY ALL INCIDENTSOF NON-COMPLIANCE.D.INSPECTION REPORTS MUST BE KEPT ON FILE BY THE GENERAL CONTRACTOR AS AN INTEGRAL PART OF THIS SWPPP FOR AT LEAST THREEYEARS FROM THE DATE OF COMPLETION OF THE PROJECT.ULTIMATELY, IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO ASSURE THE ADEQUACY OF SITE POLLUTANT DISCHARGE CONTROLS.ACTUAL PHYSICAL SITE CONDITIONS OR CONTRACTOR PRACTICES COULD MAKE IT NECESSARY TO INSTALL MORE STRUCTURAL CONTROLS THANARE SHOWN ON THE PLANS. (FOR EXAMPLE, LOCALIZED CONCENTRATIONS OF RUNOFF COULD MAKE IT NECESSARY TO INSTALL ADDITIONALSEDIMENT BARRIERS). ASSESSING THE NEED FOR ADDITIONAL CONTROLS AND IMPLEMENTING THEM OR ADJUSTING EXISTING CONTROLS WILL BE ACONTINUING ASPECT OF THIS SWPPP UNTIL THE SITE ACHIEVES FINAL STABILIZATION.NOTE:THE FOLLOWING INFORMATION SHALL BE POSTED NEAR THE MAIN ENTRANCEOF THE CONSTRUCTION SITE WITH THE FOLLOWING INFORMATION;A.FOR PROJECTS 5 ACRES AND LARGER, THE TPDES PERMIT NUMBERFOR THE PROJECT, A COPY OF THE NOI, AND A COPY OF THE LARGECONSTRUCTION SITE NOTICE FOR THE PRIMARY OPERATOR(S) ANDTHE SECONDARY OPERATOR(S). FOR PROJECTS LESS THAN 5 ACRES,A COPY OF THE SMALL CONSTRUCTION SITE NOTICE.B.THE NAME AND TELEPHONE NUMBER OF A LOCAL CONTACT PERSON;C.A BRIEF DESCRIPTION OF THE PROJECT;D.THE LOCATION OF THE SWPPP IF THE SITE IS INACTIVE OR DOES NOTHAVE AN ONSITE LOCATION TO STORE THE PLAN.1/2"Ø GALVANIZED LAGBOLTS WITH HARDWARE( TYP. 6 PER SIGN )4' x 4' x 3/4" THICKTREATED PLYWOOD( TYP. 1 PER SIGN )4" x4" x12' LONG TREATED WOODPOST ( 4' BURY )( TYP. 2 PER SIGN )PROJECT SIGN DETAILN.T.S.60" MIN. STEEL POSTS (72"MIN. ON SLOPES 3H:1V ORGREATER), DRIVEN MIN. 18"INTO GROUND (18" MIN. ONSLOPES 3H:1V ORGREATER).EMBEDDED GEOTEXTILE FABRIC MIN. 6" INTOGROUND W/ 6" LAID ALONG BOTTOM OF TRENCH.SOIL SLICING IN ACCORDANCE WITH ASTM D 64628.2.2 IS ALSO ACCEPTABLE.WHEN NECESSARY TO CONTINUE FENCE, OVERLAPGEOTEXTILE AND/OR WOVEN WIRE FENCE ACROSS TWOPOSTSSECURELY FASTEN OVERLAPPING ENDS OFGEOTEXTILE TO ADJACENT STAKES WITH THREE WIRETIES OR OTHER FASTENERS18" (MIN.)GEOTEXTILE TO BE FASTENEDSECURELY TO WOVEN WIREFENCE WITH THREE TIES SPACEDEVERY 15"ATTACH THE WOVEN WIREFENCE TO EACH POST WITHTHREE WIRE TIES OR OTHERFASTENERS(SEE NOTE 2)GEOTEXTILE OVERWIRE FENCE1.INSTALLATION SHALL COMPLY WITH ASTM D 6462 LATEST EDITION.2.ATTACH THE WOVEN WIRE FENCE TO EACH POST AND THE GEOTEXTILE TO THE WOVEN WIRE FENCE (SPACED EVERY 15") WITH THREE WIRE TIES OR OTHERFASTENERS, ALL SPACED WITHIN THE TOP 8" OF THE FABRIC. ATTACH EACH TIE DIAGONALLY 45 DEGREES THROUGH THE FABRIC, WITH EACH PUNCTURE ATLEAST 1" VERTICALLY APART. ALSO, EACH TIE PLACED ON A POST SHOULD BE POSITIONED TO HANG ON A POST NIPPLE WHEN TIGHTENED TO PREVENTSAGGING.3.WHEN TWO SECTIONS OF GEOTEXTILE ADJOIN EACH OTHER THEY SHALL BE OVERLAPPED ACROSS TWO POSTS, 60" MAX. AS SHOWN.4.MAINTENANCE SHALL BE PERFORMED AS NOTED IN THE SWPPP. DEPTH OF ACCUMULATED SEDIMENTS MAY NOT EXCEED 1/2 THE HEIGHT OF THE FENCE.MAINTENANCE CLEANOUT MUST BE CONDUCTED REGULARLY TO PREVENT ACCUMULATED SEDIMENTS FROM REACHING 1/2 THE HEIGHT OF THE FENCEFABRIC ABOVE GRADE.5.ALL SILT FENCE SHALL INCLUDE WIRE SUPPORT UNLESS INDICATED OTHERWISE.6.WRAP APPROXIMATELY 6" OF FABRIC AROUND THE END POSTS AND SECURE WITH 3 TIES.7.COMPACTING IS VITALLY IMPORTANT FOR EFFECTIVE RESULTS. COMPACT THE SOIL IMMEDIATELY NEXT TO THE SILT FENCE FABRIC WITH THE FRONTWHEEL OF THE TRACTOR, SKID STEER, OR ROLLER EXERTING AT LEAST 60 POUNDS PER SQ. INCH. COMPACT THE UPSTREAM SIDE FIRST, AND THEN EACHSIDE TWICE FOR A TOTAL OF FOUR TRIPS.8.ADD POST CAPS AS NEEDED BASED ON SITE CONDITIONS AND APPLICABLE AGENCY REQUIREMENTS.5 FEET (MAX)18 INCHES (MIN)GEOTEXTILE OVERLAPFINISH GRADECOMPACTEDBACKFILLFLOWUNDISTURBEDGROUNDA-A-SECTION6" X 6"TRENCHEXTEND WIRE FENCE A MIN.OF 2" INTO TRENCHPOSTS: STEEL EITHER T OR U TYPE.FENCE: WOVEN WIRE, 12-1/2 GA. 2"x4" MAX. MESH OPENINGFABRIC: IN ACCORDANCE WITH ASTM D 6461 LATEST EDITION.WOVEN WIRE FENCE(MIN. 12 1/2 GAUGE, MAX. 2"x4" MESH SPACING)WITH GEOTEXTILE COVERELEVATIONFLOWFLOWCOMPACTED BACKFILL6' MAX. C-C OR ASDICTATED BY LOCALREQUIREMENTSWOVEN WIRE FENCE (MIN. 12-1/2 GAUGE,MAX. 2"x4" MESH SPACING)6' MAX. C-C OR ASDICTATED BY LOCALREQUIREMENTSFIN ISH GRADESEDIMENTATION / SILT FENCE WITH WIRE SUPPORTN.T.S.AA6"36" (MIN.) 6" 6"SEDIMENTSPECIFIC APPLICATION* GRAVEL SHALL BE 2"-3" CLEAN STONETREATED WATERWIRE MESH W/ FILTER FABRICGRAVEL* (12" MIN. DEPTH)IP3THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE HEAVY CONCENTRATED FLOWS AREEXPECTED, BUT NOT WHERE PONDING AROUND THE STRUCTURE MIGHT CAUSE EXCESSIVEINCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED ACRES.GRAVEL AND WIRE MESHINLET SEDIMENT FILTERN.T.S.RUNOFF WATERWITH SEDIMENT18" MIN.RIPRAPFLOW2"-3" CLEAN STONE2:12:1FILTER FABRICDOWNSTREAM VIEW2-10 ACRES OF DRAINAGE AREAROCK CHECK DAMN.T.S.FILTER FABRICRIPRAP3'6"3'RUNOFF WATERSEDIMENTCURB INLETFILTERED WATERMAINTAIN ACCESS TO COVERFOR INSPECTIONOVERFLOW8"Ø FILTER SOCKTIE EXCESS MATERIALTO 2'X2' STAKETIE EXCESS MATERIALTO 2'X2' STAKESAND BAGSFOR SUPPORT8"Ø FILTER SOCKREPLACE TUBES WITH FLOCCULENT PER MANUFACTURER'S SPECIFICATIONS.FILTER SOCK CURB INLETSEDIMENT FILTERN.T.S.IP2C2.1EROSION ANDSEDIMENTATIONCONTROL DETAILS4-1-2024 XXXXXXXXXXXOHE OHE OHE OHE OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE OHE OHE OHE OHEGASGASGASGASGASGASGASGAS GASGASGASGASGASGASGASGASGASCVACACACACACCVGASGASGAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS XX20''W20''W20''W20''W20''W20''W20''W20''W20''W20''W20''W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"WCVPPPPPPPPPPEXISTING 2 STORYBRICK OFFICE BLDG.EXISTING I STORYBRICK OFFICE BLDG.GMMAIL BOX MHSIGN LEGSIGN LEGSN89° 42' 56"E 515.66'S0° 52' 44"E 248.39'N89° 37' 43"W 249.03'S1° 58' 23"E 100.61'N66° 00' 01"W 233.64'N0° 26' 25"E 191.96'S89° 25' 44"W 62.50'N0° 32' 56"E 58.38' 2 0 ' 'W 2 0 ' 'W 20''W 20''W 20''W 2 0 ' 'W 2 0 ' 'WN: 7035743.57E: 2381832.69N: 7036011.10E: 2381818.81DEMO AND REMOVE ±944 s.f.OF CONCRETE PAVEMENTDEMO AND REMOVE ±5,056 s.f.OF ASPHALT PAVEMENTEXISTING MANHOLEAND UTILITIES TO REMAINABANDON EXISTINGSEWER LEACH FIELDSAWCUT ±270 L.F. OFEXISTING CONCRETE PAVEMENTFilename: C:\Users\ThurmanParsons\Desktop\CAD-LAMBERT\C3.0 DEMOLITION PLAN.dwg Plotted: 4/24/2024 11:20:39 AM Plot Device: None Plotted by: Thurman Parsons THIS DRAWING AND RELATED SPECIFICATIONS, INCLUDING ALL DOCUMENTS ON ELECTRONIC MEDIA, WERE PREPARED BY ABLE ENGINEERING, PLLC. AS INSTRUMENTS OF SERVICE AND SHALL REMAIN THE PROPERTY OF ABLE ENGINEERING. THE INFORMATION SHOWN HEREON SHALL BE USED ONLY BY THE CLIENT TO WHOM SERVICES ARE RENDERED AND ONLY FOR THEPURPOSE OF DESCRIBING, CONSTRUCTING, OR INSTALLING THE WORK SHOWN HEREON AT THE DESIGNATED LOCATION ON THE SPECIFIED SITE. ANY UNAUTHORIZED USE OF THESE DOCUMENTS, INCLUDING WITHOUT LIMITATION REPRODUCTION OR ALTERATION, IS STRICTLY PROHIBITED AND SHALL CAUSE THE WAIVER OF ANY EXPRESSED WARRANTIES AND ALSO SEVERANY LIABILITIES WHICH MAY ARISE FROM THE CONSTRUCTION, USE OR RESULT OF SUCH UNAUTHORIZED USE OR CHANGES.STEVEN SCOGGINS6406 REDSTONE DRIVEARLINGTON, TEXAS817-965-0763LAMBERT HOME HEADQUARTERS A PORTION OF LOT 3 - PARKWAY OFFICE CENTER AND 1.423 ACRES OUT OF THE THOMAS M. HOOD SURVEY, A-706 1700 N. WHITE CHAPEL ROAD SOUTHLAKE, TARRANT COUNTY, TEXASDATE: 04/22/2024 REVISION:CONCEPT ANDSITE PLANSUBMITTALCASE #: ZA24-0009CONCEPT AND SITE PLANKnow what'sbelow.before you dig.CallR1 inch = ft.( IN FEET )GRAPHIC SCALE01515306030**CAUTION** - NOTICE TO CONTRACTORTHE CONTRACTOR IS PUT ON NOTICE THAT THERE MAY BE NUMEROUS UNDERGROUNDUTILITIES IN THE LINE OF WORK, SUCH AS WATER, SEWER, GAS, PIPELINE, TELEPHONE ANDELECTRIC, SOME MAY BE ABANDONED WHILE MANY ARE ACTIVE. EXISTING UTILITIES SHOWN ONTHE PLANS REPRESENT A DILIGENT EFFORT TO SHOW THEIR APPROXIMATE LOCATION.THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION WHEN CONDUCTING EXCAVATIONOPERATIONS. DAMAGES SHALL BE REPAIRED IMMEDIATELY AT CONTRACTOR'S EXPENSE.THE CONTRACTOR MUST CONTACT THE APPROPRIATE UTILITY COMPANY AT LEAST 72 HOURSBEFORE ANY EXCAVATION TO REQUEST FIELD LOCATION OF UTILITIES.THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OFEXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUSUTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THEINFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTORMUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANYEXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THERESPONSIBILITY OF THE CONTRACTOR TO RELOCATE UTILITIES WHICH CONFLICT WITH THEPROPOSED IMPROVEMENT SHOWN ON THE PLANS.N**TEXAS ONE CALL SYSTEM**AS REQUIRED BY "THE TEXAS UNDERGROUND FACILITY DAMAGE PREVENTION AND SAFETYACT" TEXAS ONE CALL SYSTEM MUST BE CONTACTED (800-245-4545) AT LEAST 48 HOURS PRIORTO ANY EXCAVATION OPERATIONS PERFORMED. IT IS THE CONTRACTOR'S RESPONSIBILITY TOCONTACT TEXAS ONE CALL SYSTEM.DEMOLITION NOTEUNLESS SPECIFICALLY NOTED OTHERWISE, THE CONTRACTOR IS RESPONSIBLE FOR THEDEMOLITION, REMOVAL, AND DISPOSING IN A LOCATION APPROVED BY THE OWNER AND ALLGOVERNING AUTHORITIES, OF ALL STRUCTURES, CONCRETE, PADS, WALL, FLUMES,FOUNDATIONS, PARKING, DRIVES, DRAINAGE STRUCTURES, UTILITIES, FENCES, TREES,BUSHES, SHRUBS, ETC., LOCATED WITHIN THE "DEMOLITION AREA BOUNDARY" ON THISDRAWING, SUCH THAT THE IMPROVEMENTS SHOWN ON THE REMAINING PLANS CAN BECONSTRUCTED (UNLESS OTHERWISE NOTED). ALL FACILITIES TO BE REMOVED SHALL BEUNDERCUT TO SUITABLE MATERIAL AND BROUGHT TO GRADE WITH SUITABLE COMPACTEDFILL MATERIAL PER THE SPECIFICATIONS.CONSTRUCTION FENCING NOTECONTRACTOR SHALL PROVIDE TEMPORARY CHAINLINK CONSTRUCTION FENCING ALONGPERIMETER OF PROJECT BOUNDARY TO ENSURE SAFETY AND SECURITY OF THE CONSTRUCTIONSITE.DEMOLITION NOTES1.PRIOR TO DEMOLITION OCCURRING, ALL EROSION CONTROL DEVICES ARE TO BE INSTALLED.2.ALL EXISTING SERVICE UTILITIES WITHIN THE DEMOLITION BOUNDARY TO REMAIN, UNLESS OTHERWISE NOTED.3.THE CONTRACTOR IS RESPONSIBLE FOR THE DEMOLITION, REMOVAL, AND DISPOSING IN A LOCATION APPROVED BY THE OWNER AND ALL GOVERNINGAUTHORITIES, OF ALL STRUCTURES, PADS, WALLS, FLUMES, FOUNDATIONS, PARKING, DRIVES, DRAINAGE STRUCTURES, UTILITIES, FENCES, TREES,BUSHES, SHRUBS, ETC., LOCATED WITHIN THE "PROJECT DEMOLITION AREA BOUNDARY" SUCH THAT THE IMPROVEMENTS SHOWN ON THE REMAININGPLANS CAN BE CONSTRUCTED (UNLESS OTHERWISE NOTED). ALL FACILITIES TO BE REMOVED SHALL BE UNDERCUT TO SUITABLE MATERIAL ANDBROUGHT TO GRADE WITH SUITABLE COMPACTED FILL MATERIAL PER THE SPECIFICATIONS.4.THE CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL DEBRIS FROM THE SITE AND DISPOSING THE DEBRIS IN A LAWFUL MANNER. THECONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS REQUIRED FOR DEMOLITION AND DISPOSAL.5.CONTRACTOR SHALL CONFORM WITH ALL APPLICABLE CODES (LOCAL, STATE & FEDERAL) FOR DEMOLITION OF STRUCTURES, DUST CONTROL, SOILEROSION CONTROL AND DISPOSAL OF DEMOLITION MATERIAL, DEBRIS, ETC.6.CONTRACTOR SHALL EMPLOY A CERTIFIED LICENSED EXTERMINATOR TO TREAT THE BUILDING(S) AND TO CONTROL RODENTS AND VERMIN BEFOREAND DURING DEMOLITION OPERATIONS, IF APPLICABLE.7.THE CONTRACTOR SHALL COORDINATE WITH RESPECTIVE UTILITY COMPANIES PRIOR TO THE REMOVAL AND/OR RELOCATION OF UTILITIES. THECONTRACTOR SHALL COORDINATE WITH THE UTILITY COMPANY CONCERNING PORTIONS OF WORK WHICH MAY BE PERFORMED BY THE UTILITYCOMPANY'S FORCES AND ANY FEES WHICH ARE TO BE PAID TO THE UTILITY COMPANY FOR THEIR SERVICES. THE CONTRACTOR IS RESPONSIBLE FORPAYING ALL FEES AND CHARGES.8.NOTES SHOWN HEREON REGARDING SPECIFIC ITEMS OF DEMOLITION ARE GENERAL IN NATURE, AND ARE NOT INTENDED TO BE WHOLLY INCLUSIVE.THE CONTRACTOR SHALL DEMOLISH AND REMOVE ALL EXISTING IMPROVEMENTS TO THE EXTENT AS NOTED IN THE PLANS AND SPECIFICATIONS, TOSATISFACTION OF THE OWNER.THE LOCATIONS OF ALL EXISTING UTILITIES SHOWN ON THIS PLAN HAVE BEEN DETERMINED FROM THE BEST INFORMATION AVAILABLE AND ARE GIVENFOR THE CONVENIENCE OF THE CONTRACTOR. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THEIR ACCURACY. PRIOR TO THE START OF ANYDEMOLITION ACTIVITY, THE CONTRACTOR SHALL NOTIFY THE UTILITY COMPANIES FOR ONSITE LOCATIONS OF EXISTING UTILITIES.9.ALL EXISTING SEWERS, PIPING AND UTILITIES SHOWN ARE NOT TO BE INTERPRETED AS THE EXACT LOCATION, OR AS THE ONLY OBSTACLES THATMAY OCCUR ON THE SITE. VERIFY EXISTING CONDITIONS AND PROCEED WITH CAUTION AROUND ANY ANTICIPATED FEATURES. GIVE NOTICE TO ALLUTILITY COMPANIES REGARDING DESTRUCTION AND REMOVAL OF ALL SERVICE LINES AND CAP ALL LINES BEFORE PROCEEDING WITH THE WORK.UTILITIES DETERMINED TO BE ABANDONED AND LEFT IN PLACE SHALL BE PRESSURE GROUTED IF UNDER BUILDING.10.CONTRACTOR SHALL DEMOLISH & REMOVE EXISTING SITE IMPROVEMENTS TO THEIR FULL DEPTH, AND FILL AS RECOMMENDED IN THE SOILS REPORT.SITE IMPROVEMENTS INCLUDE BUT ARE NOT LIMITED TO: SPREAD FOOTINGS, SLABS, PAVEMENTS, UNDERGROUND UTILITIES, SIDEWALKS, CURBS,GUTTERS, BOLLARDS, SIGNS, FENCES & MISCELLANEOUS LANDSCAPE ITEMS.11.CONTRACTOR SHALL COMPLY WITH CHAPTER 14 OF THE INTERNATIONAL FIRE CODE DURING THE DEMOLITION PROCESS.12.ELECTRICAL, TELEPHONE, CABLE, WATER, FIBER OPTIC CABLE AND/OR GAS LINES NEEDING TO BE REMOVED OR RELOCATED SHALL BE COORDINATEDWITH THE AFFECTED UTILITY COMPANY. ADEQUATE TIME SHALL BE PROVIDED FOR RELOCATION AND CLOSE COORDINATION WITH THE UTILITYCOMPANY IS NECESSARY TO PROVIDE A SMOOTH TRANSITION IN UTILITY SERVICE.13.UNLESS SPECIFICALLY NOTED OTHERWISE, NO MATERIAL SCHEDULED FOR DEMOLITION SHALL BE REUSED IN NEW CONSTRUCTION.14.EXISTING FOUNDATIONS, SLABS, PAVEMENTS AND BELOW GRADE STRUCTURES SHALL BE REMOVED FROM THE BUILDING AREA (ANY CONCRETEPIERS SHALL BE REMOVED DOWN TO A MINIMUM OF 4 FEET BELOW THE PROPOSED FINISHED CONCRETE ELEVATIONS).15.CONTRACTOR MUST PROTECT THE PUBLIC AT ALL TIMES WITH FENCING, BARRICADES, ENCLOSURES, ETC., TO THE BEST PRACTICES AND APPROVEDBY PROJECT OWNER & ENGINEER.16.SHOULD REMOVAL AND/OR RELOCATION ACTIVITIES DAMAGE FENCING, LIGHTING AND/OR STORM INLET STRUCTURES, ETC., THEN THE CONTRACTORSHALL PROVIDE NEW MATERIALS/ STRUCTURES IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. EXCEPT FOR MATERIALS DESIGNED TO BERELOCATED ON THIS PLAN, ALL OTHER CONSTRUCTION MATERIALS SHALL BE NEW.17.DAMAGE TO ALL EXISTING CONDITIONS TO REMAIN WILL BE REPLACED AT CONTRACTOR'S EXPENSE.18.GRASS AREAS SHALL BE CLEARED AND GRUBBED AS NECESSARY TO COMPLETE CONSTRUCTION ACTIVITIES.TOPOGRAPHIC SURVEY NOTEEXISTING TOPOGRAPHIC INFORMATION SHOWN ON THESE PLANS WAS PREPARED BY ROYCASTILLO SURVEYING. IF CONTRACTOR DOES NOT ACCEPT EXISTING TOPOGRAPHY AS SHOWNON THE PLANS, WITHOUT EXCEPTION, HE SHALL HAVE MADE, AT HIS EXPENSE, A TOPOGRAPHICSURVEY BY A REGISTERED LAND SURVEYOR AND SUBMIT IT TO THE OWNER FOR REVIEW. THEENGINEER'S SEAL ON THESE PLANS DOES NOT APPLY TO THE PROPERTY BOUNDARYINFORMATION SHOWN HEREON.REFERENCE MARKERSIF THE CONTRACTOR RELOCATES REFERENCE MARKERS WITH A NEW REFERENCE MARKER, ITSHALL BE LOCATED WITHIN A HORIZONTAL AND VERTICAL TOLERANCE OF 0.10'TBM #001FOUND 5/8" IRON RODNORTHING - 16,634,827.67EASTING - 1,155,556.10ELEVATION - 63.27RM# 002FOUND 5/8" IRON RODNORTHING - 16,634,654.86EASTING - 1,155,558.00ELEVATION - 63.02RM# 003FOUND 5/8" IRON RODNORTHING - 16,634,681.78EASTING - 1,156,789.60ELEVATION- 62.28EXISTING UTILITIES TO REMAINC3.0DEMOLITION PLAN4-1-2024REFER TO LANDSCAPE PLANS FOR TREEPROTECTION INFORMATIONABLE ENGINEERING, PLLC190 CLOVER LANEDIANA, TEXAS 75640PHONE: (903) 399-1392EMAIL: JEFFH@ABLE-ENG.NETTBPELS FIRM #24175 N0° 32' 56"E 58.38'FIRE LANE FIRE LANE FIRE LANE FIRE LANE FIRE LANE FIRE LANE FIRE LAN E FIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRE LANEXXX X X X X X X X X X X X X X X OHEOHEOHEOHEOHEOHEOHEOHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH EOHEOHEOHEOHEOHEOHEOHEOHEGA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S CV AC AC AC AC AC CV GAS GAS GAS GASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGAS 20'' W 20'' W 20'' W 20'' W 20'' W 20'' W 20'' W 20'' W 20'' W 20'' W 20'' W 20'' W 20'' W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W20''W12"WCV PP PP PPPP PP EXISTING 2 STORY BRICK OFFICE BLDG.EXISTING I STORYBRICK OFFICE BLDG.S.H. 1 1 4 S E R V I C E R O A D ±39' C O N C R E T E P A V E M E N T VAR I A B L E W I D T H R O W GMMAIL BOXMH N89° 42' 56"E 515.66'S0° 52' 44"E 248.39'N89° 37' 43"W 249.03'S1° 58' 23"E 100.61'N66 ° 0 0 ' 0 1 " W 2 3 3 . 6 4 'N0° 26' 25"E 191.96'20''W 20''W 20''W 20''W20''W20''W20''W20''W20''W 20''W P-8"S P-8"S P-8"S P-8"S P-8"S P-8"S P-8"S P-8"S P-8"S P-8"S P-8"S P-8"S P-8"S P-8"S P-8"SP-8"SP-8"SP-8"SP-8"SP-8"SP-8"S SS P-MH P-CO P-FHSS P-MH SS P-MH P-8"WP-8"W P-8"W P-8"W P-8"W P-8"W P-8"W P-8"W P-8"W P-8"W P-8"W BUILDING #1 ONE STORY (±8,692 s.f.) FFE=650.00 P-6"SVANVANP-WM P-2''WP-CO GMC 300 PROCEPTORP-CP-CP-CP-CP-CP-6"S P-6"S SS P-MH P-FDC P-6"WP-CO P-CO P-CO P-CO P-CO P-CO P-FH P-WM BL BL BL BL BL BL BL BL BL BL BL BL BLBLBLBLBLBLBLBLBLBLBLBLBLBLBLBLBLBLBLBLBLBLBLBLBLBLBLBLBLBLBLBLBLBLBL BLBLBLBLBLBLBLBLBL BL BL BL BL BL BL BL BL BL BLBL1314 9 5 10 FIRE LANE FIRE LANE FIRE LANE FIRE LANE FIRE LANE FIRE LANE FIRE LANE FIRE LANE FIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANERM #5052 L L L M M M M HH H H 5.0'24.5'18.5' TYP 7.0'18.5' TYP 24.0'18.0' TYP 18.0'2.2'9.0'TYP9.0'TYP9.0'9.0'9.0'6" THICK WHITE THERMOPLASTIC CROSSWALK STRIPING ACCESSIBLE PARKING SPACES WITH STRIPING AND SIGNAGE REFER TO DETAILS N: 7035846.80 E: 2381963.36 N: 7035854.72 E: 2382124.49 9.0'9.0'9.0'5.0'18.5'PROPOSED DUMPSTER IN ENCLOSURE PER CITY OF SOUTHLAKE REQUIREMENTS REFER TO BUILDING PLANS 22.9'25.5'10'R15'R5'R15'R15'R1 5 ' R 15'R1 5 ' R10'R8'R10'R3 0 ' R 30'R20'R30'R24.0'7.3'25.0'8.8'NORTH WHITE CHAPEL BOULEVARDVARIABLE WIDTH ASPHALT PAVEMENTVARIABLE WIDTH ROW30.0'EXISTING CONCRETE PAVEMENT EXISTING CONCRETE PAVEMENT 5 0 'R 7 5 'R50'R75'R30'R10.0'38.8'7.0'7.3'PROPOSED 6" FIRE SERVICE PROPOSED SEWER SERVICE CONSTRUCT SIDEWALK CONSTRUCT 5' SIDEWALK ACCESSIBLE PARKING SPACES WITH STRIPING AND SIGNAGE REFER TO DETAILS 5' R 30'R30'R30'R15.0' UTILITY EASEMENT 12:1 RAMP 12:1 RAMP 12:1 RAMP 12:1 RAMP ±21 5 ' T O E X I S T I N G F I R E H Y D R A N T ALO N G S H 1 1 4 S E R V I C E R O A D 10.0'15.0' PROPOSED FIRE LANE STRIPING PER CITY OF SOUTHLAKE REQUIREMENTS (SHOWN OFFSET FROM CURB FOR CLARITY) RM #5070 TBM #5008 ±547' TO CITYMONUMENT #6THE SHIVERS FAMILY PARTNERSHIP, LTD VOL 13218, PG 461, DRTCT REBECCA UTLEY & DEBORAH PURYEAR INST No D223056415, DRTCT HOPKINS DALLAS PROPERTIES, LTD. VOL 15087, PG 277 DRTCT 12:1 RAMP 12:1 RAMP 12:1 RAMP 12:1 RAMP 12:1 RAMP 12:1 RAMP 12:1 RAMP M19.6'20.0'27.9'PROPOSED 2" DOMESTIC SERVICE FUTURE DEVELOPMENT PROPOSED RETAINING WALL ±50 L.F. - 3' MAX HEIGHT PROPOSED SEGMENTAL BLOCK RETAINING WALL ±240 L.F. - 4' MAX HEIGHT 4.0'24.0'18.5'10.0'12:1 RAMP CON S T R U C T 8 ' W I D E S I D E W A L K CONSTRUCT 8' WIDE SIDEWALKCONSTRUCT 5' WIDE SIDEWALK PROPOSED ACCESS AND UTILITY EASEMENT PROPOSED ACCESS AND UTILITY EASEMENT 15.0' UTILITY EASEMENT PROPOSED DETENTION POND 24.8' 18.0' 8' R 15'RMONUMENT SIGN19.1'21.9'8.6' 10.7' CONSTRUCT 5' SIDEWALK CONSTRUCT 5' SIDEWALK CONSTRUCT 7' SIDEWALK CONSTRUCT 5' SIDEWALK CONSTRUCT 5' SIDEWALK CONSTRUCT 5' SIDEWALK P R O P O S E D A C C E S S A N D U T I L I T Y E A S E M E N T 15.0'UTILITYEASEMENTL L L M M 10.0' U.E.15' U.E.54'R 54'R 25.0'15.7'142.7'84.7' ( F H T O F D C) DRIVE APPROACH #2 DRIVE APPROACH #3 DRIVE APPROACH #1 37.3'10' U.E. 24' MIN CLEARANCE 15.0'54'R25'RPROPOSED ACCESS AND UTILITY EASEMENT Filename: C:\Users\ThurmanParsons\Desktop\CAD-LAMBERT\C4.0 SITE PLAN.dwg Plotted: 4/24/2024 11:21:29 AM Plot Device: None Plotted by: Thurman ParsonsTHIS DRAWING AND RELATED SPECIFICATIONS, INCLUDING ALL DOCUMENTS ON ELECTRONIC MEDIA, WERE PREPARED BY ABLE ENGINEERING, PLLC. AS INSTRUMENTS OF SERVICE AND SHALL REMAIN THE PROPERTY OF ABLE ENGINEERING. THE INFORMATION SHOWN HEREON SHALL BE USED ONLY BY THE CLIENT TO WHOM SERVICES ARE RENDERED AND ONLY FOR THEPURPOSE OF DESCRIBING, CONSTRUCTING, OR INSTALLING THE WORK SHOWN HEREON AT THE DESIGNATED LOCATION ON THE SPECIFIED SITE. ANY UNAUTHORIZED USE OF THESE DOCUMENTS, INCLUDING WITHOUT LIMITATION REPRODUCTION OR ALTERATION, IS STRICTLY PROHIBITED AND SHALL CAUSE THE WAIVER OF ANY EXPRESSED WARRANTIES AND ALSO SEVERANY LIABILITIES WHICH MAY ARISE FROM THE CONSTRUCTION, USE OR RESULT OF SUCH UNAUTHORIZED USE OR CHANGES.STEVEN SCOGGINS 6406 REDSTONE DRIVE ARLINGTON, TEXAS 817-965-0763 LAMBERT HOMEHEADQUARTERSA PORTION OF LOT 3 - PARKWAY OFFICE CENTERAND 1.423 ACRES OUT OF THETHOMAS M. HOOD SURVEY, A-7061700 N. WHITE CHAPEL ROADSOUTHLAKE, TARRANT COUNTY, TEXASDATE: 04/22/2024 REVISION: CONCEPT AND SITE PLAN SUBMITTAL CASE #: ZA24-0009 CONCEPT AND SITE PLAN Know what's below. before you dig.Call R 1 inch = ft. ( IN FEET ) GRAPHIC SCALE 010 10 20 40 20 5 PP MH WV FH XX DCO WM N **CAUTION** - NOTICE TO CONTRACTOR THE CONTRACTOR IS PUT ON NOTICE THAT THERE MAY BE NUMEROUS UNDERGROUND UTILITIES IN THE LINE OF WORK, SUCH AS WATER, SEWER, GAS, PIPELINE, TELEPHONE AND ELECTRIC, SOME MAY BE ABANDONED WHILE MANY ARE ACTIVE. EXISTING UTILITIES SHOWN ON THE PLANS REPRESENT A DILIGENT EFFORT TO SHOW THEIR APPROXIMATE LOCATION. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION WHEN CONDUCTING EXCAVATION OPERATIONS. DAMAGES SHALL BE REPAIRED IMMEDIATELY AT CONTRACTOR'S EXPENSE. THE CONTRACTOR MUST CONTACT THE APPROPRIATE UTILITY COMPANY AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST FIELD LOCATION OF UTILITIES. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENT SHOWN ON THE PLANS. W S OHE WATER VALVE POWER POLE FIRE HYDRANT WATER LINE SANITARY SEWER PROPOSED CURB AND GUTTER STORM SEWER OVERHEAD ELECTRIC LINE PROPOSED FIRE LANE LEGEND ALL UTILITIES ARE EXISTING UNLESS NOTED OTHERWISE P-6"W INDICATES SIZE OF LINE INDICATES TYPE OF LINE INDICATES PROPOSED SEWER MANHOLE FIRE LANE NUMBER OF PARKING SPACES PER ROW DOUBLE SANITARY SEWER CLEAN OUT INDICATES PAVEMENT TYPE "L" = LIGHT DUTY CONCRETE "M" = MEDIUM DUTY CONCRETE "H" = HEAVY DUTY CONCRETE (REFER TO PAVEMENT DETAILS) M H L WATER METER RADIUS DIMENSION (UNLABELED RADII ARE 3.0')X'R GENERAL NOTES 1.ALL WORK AND MATERIALS SHALL COMPLY WITH ALL CITY, COUNTY, STATE, FEDERAL, AND OSHA REGULATION. 2.CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF SLOPED PAVING, RAMPS, SIDEWALKS, EXIT PORCHES, PRECISE BUILDING DIMENSIONS, EXACT BUILDING UTILITY ENTRANCE LOCATIONS, TOTAL NUMBER, LOCATION, AND SIZE OF DOWNSPOUTS AND ANY OTHER APPURTENANCES WHICH ARE CONNECTED TO THE BUILDING. 3.ALL DIMENSIONS AND RADII ARE TO THE BACK OF CURB, CENTER OR END OF STRIPE, FACE OF BUILDING, OR EDGE OF PAVEMENT, UNLESS OTHERWISE NOTED. 4.CONTRACTOR IS REQUIRED TO REMOVE OR RELOCATE, IN A PROPER MANNER, EXISTING IMPROVEMENT/NATURAL FEATURES TO ALLOW FOR CONSTRUCTION OF PROPOSED IMPROVEMENTS INDICATED ON THE PLANS. ALL WORK SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITIES SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. NO SEPARATE PAY FOR THIS WORK. 5.CONTRACTOR IS RESPONSIBLE FOR PROTECTION AND REPLACEMENT OF ALL PROPERTY CORNERS. PROPERTY CORNERS DAMAGED BY CONTRACTOR SHALL BE REPLACED BY A REGISTERED PROFESSIONAL LAND SURVEYOR AT CONTRACTOR'S EXPENSE. 6.CONTRACTOR SHALL BE RESPONSIBLE FOR DOCUMENTING ALL EXISTING DAMAGE AND NOTIFY OWNER AND/OR ENGINEER PRIOR TO STARTING CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING EXISTING ITEMS DAMAGED DURING CONSTRUCTION, SUCH AS, BUT NOT LIMITED TO, DRAINAGE, UTILITIES, PAVEMENT, STRIPING, CURB, ETC. DAMAGES SHALL BE REPORTED TO ENGINEER OR RECORD PRIOR TO REPAIR. REPAIRS SHALL BE EQUAL TO, OR BETTER THAN, EXISTING CONDITIONS. 7.PROPOSED CONSTRUCTION ON THIS SITE SHALL COMPLY WITH THE LATEST REVISION OF THE ADA REGULATIONS AND THE TEXAS ACCESSIBILITY STANDARDS (TAS). 8.EROSION AND SEDIMENTATION CONTROL DURING CONSTRUCTION SHALL BE IN COMPLIANCE WITH LOCAL AND STATE REQUIREMENTS. 9.CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING PROPER DRAINAGE THROUGHOUT THE SITE DURING CONSTRUCTION. CARE SHALL BE TAKEN TO PREVENT ANY NEGATIVE IMPACTS TO ADJACENT PROPERTIES. 10.CONTRACTOR SHALL CAREFULLY MONITOR WEATHER PATTERNS AND PREPARE FOR EXPECTED EVENTS. SPECIAL CARE SHALL BE TAKEN TO EXAMINE SITE PRIOR TO WEEKENDS OR ABSENCES FORM THE WORKSITE. 11.NO HAZARDOUS MATERIALS WERE IDENTIFIED DURING PRELIMINARY SITE INVESTIGATIONS. ANY ITEMS FOUND SUSPECT DURING CONSTRUCTION SHOULD BE BROUGHT TO THE ATTENTION OF THE ENGINEER IMMEDIATELY. 12.ALL LIGHTS SHALL BE DOWN SHIELDED AND SHALL NOT IMPACT ADJACENT RESIDENTIAL. REFERENCE MARKERS IF THE CONTRACTOR RELOCATES REFERENCE MARKERS WITH A NEW REFERENCE MARKER, IT SHALL BE LOCATED WITHIN A HORIZONTAL AND VERTICAL TOLERANCE OF 0.10' TBM #001 SITE INFORMATION **TEXAS ONE CALL SYSTEM** AS REQUIRED BY "THE TEXAS UNDERGROUND FACILITY DAMAGE PREVENTION AND SAFETY ACT" TEXAS ONE CALL SYSTEM MUST BE CONTACTED (800-245-4545) AT LEAST 48 HOURS PRIOR TO ANY EXCAVATION OPERATIONS PERFORMED. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT TEXAS ONE CALL SYSTEM. INSPECTIONS/CERTIFICATIONS NOTE ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY LOCAL CODES AND/OR UTILITY SERVICE COMPANIES SHALL BE PERFORMED PRIOR TO SUBSTANTIAL PROJECT COMPLETION. PERMITS NOTE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS REQUIRED BY FEDERAL, STATE, OR LOCAL CODES AND/OR UTILITY SERVICE COMPANIES PRIOR TO START OF CONSTRUCTION. TRAFFIC CONTROL NOTE GUIDELINES SET FORTH IN PART VI "STANDARDS AND GUIDES FOR TRAFFIC CONTROLS FOR STREET AND HIGHWAY CONSTRUCTION, MAINTENANCE, UTILITY, AND INCIDENT MANAGEMENT OPERATIONS" OF THE TEXAS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MOST RECENT EDITION AS REVISED) SHALL BE OBSERVED. TOPOGRAPHIC SURVEY NOTE EXISTING TOPOGRAPHIC INFORMATION SHOWN ON THESE PLANS WAS PREPARED BY DI SCIULLO- TERRY, STANTON & ASSOCIATES, INC. IF CONTRACTOR DOES NOT ACCEPT EXISTING TOPOGRAPHY AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, HE SHALL HAVE MADE, AT HIS EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR AND SUBMIT IT TO THE OWNER FOR REVIEW. THE ENGINEER'S SEAL ON THESE PLANS DOES NOT APPLY TO THE PROPERTY BOUNDARY INFORMATION SHOWN HEREON. FIRE LANE STRIPING NOTE LOCATION OF FIRE LANE STRIPING SHALL BE APPROVED BY THE LOCAL FIRE MARSHAL PRIOR TO APPLICATION. UNLESS OTHERWISE DIRECTED BY THE FIRE MARSHAL, FIRE LANE STRIPING SHALL BE 6" RED PAINTED STRIPE ALONG TOP AND FACE OF CURB, FACE OF SIDEWALK, OR DIRECTLY ADJACENT TO PROPOSED PARKING LOT STRIPING, WITH 4" WHITE STENCILED LETTERS "FIRE LANE - NO PARKING" PAINTED ON RED STRIPE AT 25' CENTER TO CENTER. ACCESSIBILITY NOTES 1.PROPOSED CONSTRUCTION ON THIS SITE SHALL COMPLY WITH THE LATEST REVISION OF THE ADA REGULATIONS AND THE TEXAS ACCESSIBILITY STANDARDS (TAS). 2.ACCESSIBLE ROUTES SHALL NOT HAVE A CROSS SLOPE GREATER THAN 2.0% (1:48). ACCESSIBLE ROUTE SURFACE SHALL BE SLIP RESISTANT AND CONSTRUCTED IN A MANNER THAT WILL NOT RETAIN WATER AND BE A MINIMUM OF 3 FEET WIDE. 3.ACCESSIBLE ROUTES WITH A RUNNING SLOPE GREATER THAN 5.0% (1:20) IS A RAMP AND SHALL BE CONSTRUCTED WITH HANDRAILS AND 5' X 5' LANDINGS. RAMP SLOPE SHALL NOT EXCEED 8.33% (1:12). 4.SURFACE OF CURB RAMPS SHALL BE CONSTRUCTED WITH ADA COMPLIANT SURFACE TEXTURE AND CONTRASTING COLOR. RAMP SLOPE SHALL NOT EXCEED 8.33% (1:12). CURB RAMPS SHALL NOT EXCEED 6' IN LENGTH. 5.ACCESSIBLE PARKING SPACE SLOPES SHALL NOT EXCEED 2.0% IN ALL DIRECTIONS. ADA COMPLIANT SIGNAGE SHALL BE PROVIDED FOR EACH ACCESSIBLE SPACE. FIRE FLOW DATA TOTAL FLOOR AREA SQUARE FOOTAGE PER ARCHITECT 1.FIRE FLOW CALCULATIONS OBTAINED FROM IFC (CURRENT VERSION). 2.APPENDIX B, SECTION B104.4 GENERAL. 3.APPENDIX B, SECTION B105.2 "EXCEPTION" FOR SPRINKLED BUILDING. 4.FROM TABLE B105.1, TYPE V-B: 8,478 s.f. = 2,500 GPM. 5.REQUIRED FIRE FLOW: 2,500 GPM x 0.50 = 1,500 GPM. (EXCEPTION APPLIED) 6.FROM IFC (CURRENT VERSION), APPENDIX C, TABLE C105.1, THE MINIMUM HYDRANT REQUIREMENT IS 1. 7.FOR A SPRINKLED BUILDING THE MAXIMUM ALLOWED TRAVEL OR ACCESS PATH IS 600 FEET. 8.LOCATION OF FIRE DEPARTMENT CONNECTION SHALL BE APPROVED BY CITY FIRE DEPARTMENT. COORDINATE WITH FIRE PROTECTION DESIGN. TOTAL AREA 8,692 s.f. STABILIZATION NOTE ALL NON-PAVED AREAS WITHIN THE LIMITS OF THIS PROJECT SHALL RECEIVE 4" OF CLEAN TOPSOIL AND HYDROMULCH OR SOD. CONTRACTOR IS FULLY RESPONSIBLE TO ENSURE THAT 4" OF TOPSOIL IS IN PLACE AND GRASS IS ESTABLISHED AT THE CLOSEOUT OF THE PROJECT. IF ADEQUATE TOPSOIL IS NOT AVAILABLE ON SITE, THE CONTRACTOR MUST IMPORT CLEAN TOPSOIL TO SATISFY THE REQUIREMENTS OF THESE PLANS AND SPECIFICATIONS. ALL AREAS DISTURBED OUTSIDE THE PROPERTY BOUNDARY SHALL ALSO BE STABILIZED AND COVER SHALL BE ESTABLISHED TO PREVENT EROSION. CONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARY WATERING UNTIL A HEALTHY STAND OF GRASS IS ESTABLISHED. RM #5052 RM #5070 FOUND 1/2" IRON ROD N: 7,036,046.29 E: 2,382,174.68 RM #5052 - FOUND TxDOT MONUMENT N: 7,035,793.99 E: 2,381,719.45 CUT SQUARE IN STORM SEWER INLET N:7,035,700.82 E:2,382,186.92 ELEV:641.66 CITY APPROVED BENCHMARK MONUMENT 6 WGS 84 POSITION LAT: 32' 57" 39.72221° LONG: 97' 09" 03.62985° 4-22-2024 SITE PLAN C4.0 BLDG FOOTPRINT 8,692 s.f. PARKING DATA PHASE 1: 80 TOTAL OFFICE - 14 RETAIL - 36 CAFÉ - 80 PHASE 2: 10 TOTAL 10 TOTAL SPACES REQUIRED FOR LOT 3R1 AMD 3R2 ARE 113 SPACES PARKING VARIANCE REQUESTED LOT 3R1 - 23 SPACES LOT 3R2 - 90 SPACES (ALL PHASES) VICINITY MAP SCALE: 1" = 2,000'HIGHWAY 114WHITE CHAPEL BOULEVARDDOVE ROAD PROJECT LOCATION HIGHLAND STREETSHADY OAKS DRIVEABLE ENGINEERING, PLLC 190 CLOVER LANE DIANA, TEXAS 75640 PHONE: (903) 399-1392 EMAIL: JEFFH@ABLE-ENG.NET TBPELS FIRM #24175 SITE ADDRESS:1700 NORTH WHITE CHAPEL BOULEVARD SOUTHLAKE, TEXAS 76092 ZONED:SP1 (ZONING ORDINANCE #480-747) MIXED USE SETBACKS:FRONT - 30' (WHITE CHAPEL) & 50' (SH 114 SERVICE ROAD) SIDE - 15' REAR - 10' PROPOSED ZONING SP-2 MAXIMUM LOT COVERAGE: 50% MAXIMUM LOT COVERAGE: 70% OF THE TOTAL LOT AREA (AS AMENDED BY ORDINANCE NO. 480-JJ XXXXXXXXXXXXXXXXXXOHE OHE OHE OHE OHE OHE OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASCVACACACACACCVGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGAS GAS20''W20''W20''W20''W20''W20''W20''W20''W20''W20''W20''W20''W20''W20''W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W20''W 12"W CVPPPPPPPPPPEXISTING 2 STORYBRICK OFFICE BLDG.EXISTING I STORYBRICK OFFICE BLDG.S.H. 114 SERVICE ROAD±39' CONCRETE PAVEMENTVARIABLE WIDTH ROWGMMAIL BOX MHN89° 42' 56"E 515.66'S0° 52' 44"E 248.39'N89° 37' 43"W 249.03'S1° 58' 23"E 100.61'N66° 00' 01"W 233.64'N0° 26' 25"E 191.96'S89° 25' 44"W 62.50'2 0 ' 'W 2 0 ' 'W 2 0 ' 'W 20''W 20''W 20''W 20''W 20''W 2 0 ' 'W 2 0 ' 'WP-8"SP-8"SP-8"SP-8"SP-8"SP-8"SP-8"SP-8"SP-8"SP-8"SP-8"SP-8"SP-8"SP-8"SP-8"S P-8"S P-8"S P-8"S P-8"S P-8"S P-8"SSSP-MHP-COP-FH SSP-MHSSP-MHP-8"W P-8"WP-8"WP-8"WP-8"WP-8"WP-8"WP-8"WP-8"WP-8"WP-8"WBUILDING #1ONE STORY (±8,692 s.f.)FFE=650.00P-6"S VAN VANP-WMP-2''W P-COGMC 300PROCEPTORP-C P-C P-C P-C P-C P-6"SP-6"SSSP-MHP-FDCP-6"W P-COP-COP-COP-COP-COP-COP-FHP-WMRM #5052RM #5070TBM #5008INSTALL DOMESTICWATER SERVICE w/2" METERN: 7035813.01E: 2382071.79INSTALL 8" 45° BENDN: 7035797.91E: 2381851.11INSTALL 8" 45° BENDN: 7035811.98E: 2381865.04INSTALL 8" 22.5° BENDN: 7035753.02E: 2381851.34TIE INTO EXISTING 12" WATERLINEWITH 12"x8" TAPPING SLEEVE AND VALVEN: 7035731.13E: 2381841.59INSTALL FIRE HYDRANT ASSEMBLYN: 7035813.51E: 2382172.91INSTALL ±89 L.F. OF 8"C900 PVC WATERLINEINSTALL ±24 L.F. OF 8"C900 PVC WATERLINEINSTALL ±121 L.F. OF 8"C900 PVC WATERLINEINSTALL ±20 L.F. OF 8"C900 PVC WATERLINEINSTALL ±49 L.F. OF 8"C900 PVC WATERLINEINSTALL ±24 L.F. OF 8"C900 PVC WATERLINEINSTALL 6" FIRE SERVICEN: 7035812.59E: 2381986.93INSTALL ±34 L.F. OF 6"C900 PVC WATERLINEMETER AND BACKFLOW PREVENTOR FORFIRE PROTECTION SHALL BE INSTALLEDON THE FIRE RISERN: 7035846.91E: 2381986.76INSTALL FDCREFER TO BUILDING PLANS FORCONTINUATION OF FIRE SERVICEREFER TO BUILDING PLANS FORCONTINUATION OF DOMESTIC SERVICEREFER TO BUILDING PLANS FORCONTINUATION OF SEWER SERVICEFL=646.92CONSTRUCT 4' MANHOLEFL IN=643.23FL OUT=643.13RIM=±653.75N:7035826.31E:2381729.32CONSTRUCT 4' MANHOLEFL IN=640.96FL OUT=640.86RIM=646.39N:7035828.40E:2382150.17CONSTRUCT 4' MANHOLEFL IN=636.84FL OUT=636.74RIM=647.26N:7035953.14E:2382149.55CONSTRUCT 4' MANHOLEFL IN=636.40FL OUT=636.30RIM=648.06N:7036021.74E:2382149.21TIE INTO EXISTING MANHOLEWITH DROP CONNECTIONFL IN = 636.12EX FL= ±630.70DROP DEPTH = 5.42'RIM=±648.00N:7036021.99E:2382186.83CONSTRUCT ±24 L.F. OF 8" SDR 26 PVCSANITARY SEWER LINE@ 0.52% SLOPE AND CAPINSTALL ±28 L.F. OF 6" SDR 26 PVCSANITARY SEWER LINE@ 1.00% SLOPE AND CAPCONSTRUCT 8" DEEP CLEANOUTFL=639.89CAP=646.57N:7035859.43E:2382150.02CONSTRUCT 8" CLEANOUTFL=646.88CAP=649.94N:7035878.95E:2382124.21PROPOSED GREASE TRAPREFER TO BUILDING PLANSCONSTRUCT SAMPLE PORT PERCITY OF SOUTHLAKE REQUIREMENTSFL IN=643.70FL OUT=643.60CAP=647.70N:7035859.43E:2382139.75CONSTRUCT ±419 L.F. OF 8" SDR 26 PVCSANITARY SEWER LINE@ 0.52% SLOPECONSTRUCT ±25 L.F. OF 8" SDR 26 PVCSANITARY SEWER LINE@ 3.33% SLOPECONSTRUCT ±25 L.F. OF 8" SDR 26 PVCSANITARY SEWER LINE@ 3.33% SLOPECONSTRUCT ±59 L.F. OF 8" SDR 26 PVCSANITARY SEWER LINE@ 0.52% SLOPECONSTRUCT ±69 L.F. OF 8" SDR 26 PVCSANITARY SEWER LINE@ 1.00% SLOPECONSTRUCT ±25 L.F. OF 8" SDR 26 PVCSANITARY SEWER LINE@ 3.33% SLOPECONSTRUCT 8" DEEP CLEANOUTFL=639.24CAP=646.54N:7035878.95E:2382149.92REFER TO BUILDING PLANS FORCONTINUATION OF SEWER SERVICEFL=648.75CONSTRUCT 8" CLEANOUTFL=648.71CAP=649.26N:7035859.43E:2382126.47CONSTRUCT ±60 L.F. OF 6" SDR 26 PVCSANITARY SEWER LINE@ 11.54% SLOPE AND CAPFFE=655.30SAWCUT AND REPAIR EXISTING CONCRETE PAVEMENTAS NECESSARY FOR UTILITY INSTALLATIONSTORM AND SANITARY CROSSINGBOTTOM OF STORM =644.00TOP OF SANITARY = 643.00FLOWLINE OF 8" SANITARY = 642.24STORM AND SANITARY CROSSINGBOTTOM OF STORM =639.17TOP OF SANITARY = 638.17FLOWLINE OF 8" SANITARY = 637.41STORM AND SANITARY CROSSINGBOTTOM OF STORM =639.38TOP OF SANITARY = 638.13FLOWLINE OF 8" SANITARY = 637.37FL=643.50CONSTRUCT ±25 L.F. OF 8" SDR 26 PVCSANITARY SEWER LINE@ 6.00% SLOPEINSTALL ±34 L.F. OF 2"SCH 40 PVC WATERLINEINSTALL FIRE HYDRANT ASSEMBLYN: 7035803.12E: 2381892.7915.0'UTILITYEASEMENT15.0 'UTIL ITYEASEMENTPROPOSED ACCESS AND UTILITY EASEMENTPROPOSED ACCESS AND UTILITY EASEMENT15.0'UTILITYEASEMENTPROPOSED ACCESS AND UTILITY EASEMENT15.0'UTILITYEASEMENT 10.0'U.E.±215' TO EXISTINGFIRE HYDRANTALONG SH 114SERVICE ROADINSTALL IRRIGATION WATER SERVICEw/1" METER AND RPZ BACKFLOW PREVENTORREFER TO IRRIGATION PLANSN: 7035795.91E: 2381851.12Filename: C:\Users\ThurmanParsons\Desktop\CAD-LAMBERT\C5.0 UTILITY PLAN.dwg Plotted: 4/24/2024 11:23:11 AM Plot Device: None Plotted by: Thurman Parsons THIS DRAWING AND RELATED SPECIFICATIONS, INCLUDING ALL DOCUMENTS ON ELECTRONIC MEDIA, WERE PREPARED BY ABLE ENGINEERING, PLLC. AS INSTRUMENTS OF SERVICE AND SHALL REMAIN THE PROPERTY OF ABLE ENGINEERING. THE INFORMATION SHOWN HEREON SHALL BE USED ONLY BY THE CLIENT TO WHOM SERVICES ARE RENDERED AND ONLY FOR THEPURPOSE OF DESCRIBING, CONSTRUCTING, OR INSTALLING THE WORK SHOWN HEREON AT THE DESIGNATED LOCATION ON THE SPECIFIED SITE. ANY UNAUTHORIZED USE OF THESE DOCUMENTS, INCLUDING WITHOUT LIMITATION REPRODUCTION OR ALTERATION, IS STRICTLY PROHIBITED AND SHALL CAUSE THE WAIVER OF ANY EXPRESSED WARRANTIES AND ALSO SEVERANY LIABILITIES WHICH MAY ARISE FROM THE CONSTRUCTION, USE OR RESULT OF SUCH UNAUTHORIZED USE OR CHANGES.STEVEN SCOGGINS6406 REDSTONE DRIVEARLINGTON, TEXAS817-965-0763LAMBERT HOME HEADQUARTERS A PORTION OF LOT 3 - PARKWAY OFFICE CENTER AND 1.423 ACRES OUT OF THE THOMAS M. HOOD SURVEY, A-706 1700 N. WHITE CHAPEL ROAD SOUTHLAKE, TARRANT COUNTY, TEXASDATE: 04/22/2024 REVISION:CONCEPT ANDSITE PLANSUBMITTALCASE #: ZA24-0009CONCEPT AND SITE PLANKnow what'sbelow.before you dig.CallR1 inch = ft.( IN FEET )GRAPHIC SCALE010102040205N**CAUTION** - NOTICE TO CONTRACTORTHE CONTRACTOR IS PUT ON NOTICE THAT THERE MAY BE NUMEROUS UNDERGROUNDUTILITIES IN THE LINE OF WORK, SUCH AS WATER, SEWER, GAS, PIPELINE, TELEPHONE ANDELECTRIC, SOME MAY BE ABANDONED WHILE MANY ARE ACTIVE. EXISTING UTILITIES SHOWN ONTHE PLANS REPRESENT A DILIGENT EFFORT TO SHOW THEIR APPROXIMATE LOCATION.THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION WHEN CONDUCTING EXCAVATIONOPERATIONS. DAMAGES SHALL BE REPAIRED IMMEDIATELY AT CONTRACTOR'S EXPENSE.THE CONTRACTOR MUST CONTACT THE APPROPRIATE UTILITY COMPANY AT LEAST 72 HOURSBEFORE ANY EXCAVATION TO REQUEST FIELD LOCATION OF UTILITIES.THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OFEXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUSUTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THEINFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTORMUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANYEXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THERESPONSIBILITY OF THE CONTRACTOR TO RELOCATE UTILITIES WHICH CONFLICT WITH THEPROPOSED IMPROVEMENT SHOWN ON THE PLANS.GENERAL UTILITY NOTES1.ALL FILL MATERIAL IS TO BE IN PLACE, AND COMPACTED BEFORE INSTALLATION OFPROPOSED UTILITIES.2.CONTRACTOR SHALL NOTIFY THE UTILITY AUTHORITIES' INSPECTORS 72 HOURS BEFORECONNECTING TO ANY EXISTING LINE.3.MAINTAIN A MINIMUM OF 24" VERTICAL CLEARANCE BETWEEN WATER LINES, SANITARYLINE, STORM LINES AND GAS LINES (EXISTING AND PROPOSED).4.CONTRACTOR SHALL COORDINATE INSTALLATION OF UTILITIES IN SUCH A MANNER AS TOAVOID CONFLICTS AND ASSURE PROPER DEPTHS ARE ACHIEVED.5.LINES INSTALLED UNDERGROUND SHALL BE INSPECTED AND APPROVED BEFOREBACKFILLING.6.ALL STEEL ENCASEMENT PIPE SHALL HAVE A WALL THICKNESS OF 0.375 INCHES UNLESSNOTED OTHERWISE.7.DIMENSIONS SHOWN ARE TO CENTERLINE OF PIPE OR FITTING, TO CENTER LINE OFMANHOLE, FACE OF BUILDING, OR BACK OF CURB, UNLESS OTHERWISE NOTED.SANITARY SEWER NOTES1.PUBLIC SANITARY SEWER PIPE SHALL BE SDR-26 PVC AND PRIVATE SANITARY SEWERPIPE SHALL BE SDR-35 PVC UNLESS OTHERWISE NOTED ON PLANS.2.THE TOP ELEVATION OF MANHOLES AND CLEANOUTS CONSTRUCTED IN PAVED AREASSHALL MATCH FINISHED PAVEMENT GRADE. THE TOP ELEVATION OF MANHOLESCONSTRUCTED IN GRASSED AREAS SHALL BE SIX (6) INCHES ABOVE FINISHED GRADE(UNLESS OTHERWISE NOTED ON PLANS).3.CONTRACTOR SHALL GROUT AROUND ALL PIPE ENTRANCES TO SANITARY SEWERMANHOLES WITH NON-SHRINKING GROUT TO ASSURE CONNECTION IS WATER TIGHT.WATER NOTES1.PUBLIC WATER LINES SHALL BE AWWA C-900 DR18 PVC AND PRIVATE WATER LINESSHALL BE SCH. 40 PVC UNLESS OTHERWISE NOTED ON PLANS.2.ALL WATER LINES 3"Ø AND LARGER SHALL HAVE MECHANICAL JOINTS WITH THRUSTBLOCKING.3.CONTRACTOR SHALL MAINTAIN A MINIMUM OF 4' OF COVER ON ALL WATER LINES.4.THE INSTALLATION OR REPAIR OF ANY UNDERGROUND FACILITIES OR PIPING WHICHCONNECTS TO OR FURNISHES WATER FOR A FIRE PROTECTION SPRINKLER SYSTEMSHALL BE PERFORMED ONLY BY A LICENSED UTILITY CONTRACTOR, FIRE PROTECTIONSPRINKLER CONTRACTOR, OR LICENSED PLUMBER. SEE O.C.G.A. TITLE 25-11-7-(a), ACOPY OF THE LICENSE OR CERTIFICATE OF COMPETENCY SHALL BE PROVIDED TO THEINSPECTOR AT THE FINAL INSPECTION.ELECTRICAL NOTES1.REFER TO ARCHITECTURAL/MEP BUILDING PLANS FOR SITE LIGHTING ELECTRICAL PLAN.2.THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE INSTALLATION OFTHE PRIMARY ELECTRIC LINES TO BE INSTALLED BY ELECTRIC COMPANY. THECONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING THE PRIMARY CONDUIT FO\ROMTHE POLE TO THE TRANSFORMER AND THE SECONDARY CONDUIT AND THE SECONDARYLINE FROM THE TRANSFORMER TO THE BUILDING.3.ELECTRIC COMPANY WILL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALLPRIMARY LINES AND TRANSFORMER. ELECTRIC COMPANY WILL MAKE ALL PRIMARY ANDSECONDARY CONNECTIONS TO THE TRANSFORMER. THE CONTRACTOR WILL BERESPONSIBLE FOR ALL LINES FROM THE TRANSFORMER TO THE BUILDING, WITH THEELECTRIC COMPANY MAKING CONNECTIONS AT THE TRANSFORMER. THE CONTRACTORWILL BE RESPONSIBLE FOR PROVIDING THE TRANSFORMER PAD PER ELECTRICCOMPANIES SPECIFICATIONS.TELEPHONE NOTES1.THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING THE TELEPHONE CONDUITWITH PULL STRING. ALL BENDS SHALL BE LONG RADIUS SWEEPING BENDS.CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL TELEPHONEINSTALLATION WITH THE TELEPHONE COMPANY.2.TELEPHONE COMPANY WILL INSTALL THE UNDERGROUND TELEPHONE CABLE FROM THEEND OF THE CONTRACTOR INSTALLED CONDUITS AT THE BUILDING TO THE CONNECTIONAT THE POLE AND/OR EXISTING LINES.3.CONTRACTOR SHALL INSTALL GALVANIZED PULL WIRE OR PURPLEPROPYLPOLYETHYLENE ROPE WITH A MINIMUM PULLING TENSION OF 100 POUNDS IN ALLCONDUIT.PPMHWVFHXXDCOWMWSOHEWATER VALVEPOWER POLEFIRE HYDRANTWATER LINESANITARY SEWERPROPOSED CURB AND GUTTERSTORM SEWEROVERHEAD ELECTRIC LINEPROPOSED FIRE LANELEGENDALL UTILITIES ARE EXISTINGUNLESS NOTED OTHERWISEP-6"WINDICATES SIZEOF LINEINDICATES TYPEOF LINEINDICATESPROPOSEDSEWER MANHOLEFIRE LANENUMBER OF PARKING SPACES PER ROWDOUBLE SANITARY SEWER CLEAN OUTWATER METERRADIUS DIMENSION (UNLABELED RADII ARE 3.0')X'RTOPOGRAPHIC SURVEY NOTEEXISTING TOPOGRAPHIC INFORMATION SHOWN ON THESE PLANS WAS PREPARED BY DI SCIULLO-TERRY, STANTON & ASSOCIATES, INC. IF CONTRACTOR DOES NOT ACCEPT EXISTINGTOPOGRAPHY AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, HE SHALL HAVE MADE, AT HISEXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR AND SUBMIT IT TO THEOWNER FOR REVIEW. THE ENGINEER'S SEAL ON THESE PLANS DOES NOT APPLY TO THEPROPERTY BOUNDARY INFORMATION SHOWN HEREON.REFERENCE MARKERSIF THE CONTRACTOR RELOCATES REFERENCE MARKERS WITH A NEW REFERENCE MARKER, ITSHALL BE LOCATED WITHIN A HORIZONTAL AND VERTICAL TOLERANCE OF 0.10'TBM #001RM #5052RM #5070FOUND 1/2" IRON RODN: 7,036,046.29E: 2,382,174.68RM #5052 - FOUND TxDOT MONUMENTN: 7,035,793.99E: 2,381,719.45CUT SQUARE IN STORM SEWER INLETN:7,035,700.82E:2,382,186.92ELEV:641.66CITY APPROVED BENCHMARKMONUMENT 6WGS 84 POSITIONLAT: 32' 57" 39.72221°LONG: 97' 09" 03.62985°4-1-2024UTILITY PLANC5.0ABLE ENGINEERING, PLLC190 CLOVER LANEDIANA, TEXAS 75640PHONE: (903) 399-1392EMAIL: JEFFH@ABLE-ENG.NETTBPELS FIRM #24175 P-8"S P-8"S P-8"S P-8"S P-8"S P-8"S P-8"S P-8"S P-8"S P-8"S P-8"S P-8"S P-8"SP-8"SP-8"SP-8"SP-8"SP-8"SP-8"S P-CO P-FHSS P-MH SS P-MH P-8"WP-8"W P-8"W P-8"W P-8"W P-8"W P-8"W P-8"W P-8"W P-8"W P-8"W BUILDING #1 ONE STORY (±8,692 s.f.) FFE=650.00 P-6"SVANVANP-WM P-2''WP-CO GMC 300 PROCEPTORP-CP-CP-CP-CP-CP-6"S P-6"S SS P-MH P-FDC P-6"WP-CO P-CO P-CO P-CO P-CO P-CO P-FH P-WM X X X X X X X X X X X X X X X OHEOHEOHEOHEOHEOHEOHEOHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH EOHEOHEOHEOHEOHEOHEOHEOHEGA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GAS GAS GAS GASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGAS 20'' W 20'' W 20'' W 20'' W 20'' W 20'' W 20'' W 20'' W 20'' W 20'' W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W20''W12"WCV PP PP PPPP PP S.H. 1 1 4 S E R V I C E R O A D ±39' C O N C R E T E P A V E M E N T VAR I A B L E W I D T H R O W GM MH N89° 42' 56"E 515.66'S0° 52' 44"E 248.39'N89° 37' 43"W 249.03'S1° 58' 23"E 100.61'N66 ° 0 0 ' 0 1 " W 2 3 3 . 6 4 'NORTH WHITE CHAPEL BOULEVARDVARIABLE WIDTH ASPHALT PAVEMENT20''W 20''W 20''W 20''W20''W20''W20''W20''W20''W 20''W 20''W ►►►►►►►►►►►►►►► ► ► ►►►►►► ► ► ► ► ► ► ► ►►►►► RM #5070 TBM #5008 TC=652.18 TC=650.98 TC=649.62 TC=649.93 TC=648.68 TP=648.70TP=648.70 TC/SW=649.28 TC=648.49 TC=648.48 TC=648.40 TC/SW/TP=647.83 TC/SW=648.33 TC/SW=647.51 TC/SW=647.37 SW=647.63 SW=649.50 SW=649.93 SW=649.93 TC/SW=649.28 TC/SW/TP=648.77 TC/SW/TP=648.77 TC/SW=649.28 SW=648.85 SW=649.35 SW=649.35 SW=648.85 SW=649.35 SW=649.50 SW=649.64 TC=649.73 TC=649.86 TC/SW=649.88 TC/SW=649.43 TC/SW/TP=649.55 TC/SW=649.71 TC/SW=649.67 TC=649.48 TC/SW=649.58 TC/SW=649.58 TC/SW=649.13 TC/SW=649.13 SW=647.90 SW=648.40 SW=648.40 SW=647.90 TC/SW=648.40 TC/SW=649.28 TC/SW=649.28 TC/SW/TP=648.87TC/SW/TP=648.80 SW=649.35SW=649.35 SW=649.35 SW=648.87 SW=648.94 SW=649.19 SW=649.07 SW=649.66 SW=649.64 SW=649.07 SW=649.19 SW=649.55 SW=649.67SW=649.67 SW=649.50 SW=649.55 TC/SW=649.28 TC/SW=649.28 SW=649.35 SW=649.28 TC/SW=649.28 SW=649.35 TC=649.78 TC=649.66 TC=650.29 TC=653.42 TC=653.72 TC=654.60 TC=654.28 TC=653.90 TC=652.58 TC=652.48 TC=652.03 TC=650.16 TC=650.09 TC=650.08 TC=650.42 TP=649.71 TP=649.31 TC=652.80 TC=652.05 TC=652.05 TC=652.05 TC=652.53 EX TP=±653.98 EX TP=±653.65 EX TC=±652.03 TC=651.03 TC=649.64 TC=649.15 TC=647.48 TC=650.54 TC=650.70 TC=650.60 TC=649.88 TC=649.96 TC=650.15 TC/TI=649.96TC/TI=650.12 TC=651.16 TC=650.75 EX TP=±655.65 EX TP=±655.55 TC=656.14 TC=656.02 TC=656.02 TC=656.14 TC=656.19 TC=656.24 TP=655.73 TC=651.59 TC=651.38 TC=652.75 TC=649.00 TC=648.49 TC=648.35 TC=648.00 TC=648.78 TC=649.08 TC/TI=647.47 TC=648.58 TC=649.01 TC/SW=649.01 SW/TP=648.39 TC/SW=648.89 EX TP=±646.59 EX TP=±647.87 SW/TP=648.85 TP=648.42 EX TP=±647.04 EX TP=±647.49 TC=649.47 TC=647.35 TC/SW=647.35 TC/SW=647.30 TC=647.30 TC=647.10 TC/TI=646.38 TC=646.76 TC=647.30 TC=647.33 TC=646.12 TC=647.33 TC/SW=649.83 TC/SW=649.86 TC/SW=649.86 SW=649.84 SW=649.84 SW=649.84 SW=649.84 SW=649.90SW=649.90 SW=649.85SW=649.85 6456506 4 3644646647648649651652 645 650 6556556426426426436446466476486496 5 1652653 6536 5 4 654 656657 657 645650655 644646647648649651 652653654656 645 646 647 648 648 649 649645650646647648649645650646 647 648649 651645646647648649649645650644646647648649651652653645 644646647 646 647 648 648649648 64 9649 649 64964 9 649 649 649 650651652653654650655648 648 648648 648649649 64965165265365464764664764864 7 6 4 8 645 644 646 647 648652653651652657 658 655 653654 656 650 649 651 652 6496 4 9 648649649 SW=649.35 TP=648.64 TP=648.70 TP=649.44 TP=649.50 TC=650.21 TC=650.35 TC=650.40 TP=649.90 TG=648.30 TG=649.00 TG=649.00 TP=649.50 TC/TI=650.02 TC/TI=650.02 TC/TI=650.00 TC/TI=649.95 TC=649.34 TC=648.16EX TP=±652.59 EX TP=±652.98 EX TP=±654.12 EX TP=±654.27 EX TP=±654.51 EX TP=±655.25 EX TP=±655.00 TP=655.88 TP=655.84 TC=651.48 TC=651.54 TC=652.19 TC=653.52 TC=645.57 TC/SW=649.47 SW=649.35 TP=647.99 TC/TI=647.40 SW/TP=649.00 SW/TP=649.06 TW/BW=656.02 TW=656.21 TW=655.65 TW=652.50 TC=654.55 FG=648.50 FG=648.00 FG=649.50 FG=649.50 FG=649.00 FG=649.00 FG=649.50 TC/TI=646.32 TC/TI=648.43 TC/TI=648.38 TP=649.22MATCH EXISTINGPAVEMENT ELEVATIONSMATCH EXISTINGPAVEMENT ELEVATIONSMATCH EXISTINGPAVEMENT ELEVATIONSMATCH EXISTINGPAVEMENT ELEVATIONSGRADE BREAKGRADE BREAK G R A D E B R E A K TG=648.52 BUILDING #1 ONE STORY (±8,692 s.f.) FFE=650.00 FINISHED GRADE AROUND BUILDING = 649.5 U.N.O. CONNECT BUILDING DOWNSPOUTS TO STORM SEWER BUILDING DOWNSPOUTS THIS SIDE DISCHARGE ON SPLASH BLOCKS CONNECT BUILDING DOWNSPOUTS TO STORM SEWERTG=648.50TG=648.50 TC=653.62 TC=653.95 TC=654.55 TC=654.56 TC=654.24 EX TP=±653.32 TC=??? TC=???TC=??? TC=650.88 Filename: C:\Users\ThurmanParsons\Desktop\CAD-LAMBERT\C6.0 GRADING PLAN.dwg Plotted: 4/24/2024 11:24:15 AM Plot Device: None Plotted by: Thurman ParsonsTHIS DRAWING AND RELATED SPECIFICATIONS, INCLUDING ALL DOCUMENTS ON ELECTRONIC MEDIA, WERE PREPARED BY ABLE ENGINEERING, PLLC. AS INSTRUMENTS OF SERVICE AND SHALL REMAIN THE PROPERTY OF ABLE ENGINEERING. THE INFORMATION SHOWN HEREON SHALL BE USED ONLY BY THE CLIENT TO WHOM SERVICES ARE RENDERED AND ONLY FOR THEPURPOSE OF DESCRIBING, CONSTRUCTING, OR INSTALLING THE WORK SHOWN HEREON AT THE DESIGNATED LOCATION ON THE SPECIFIED SITE. ANY UNAUTHORIZED USE OF THESE DOCUMENTS, INCLUDING WITHOUT LIMITATION REPRODUCTION OR ALTERATION, IS STRICTLY PROHIBITED AND SHALL CAUSE THE WAIVER OF ANY EXPRESSED WARRANTIES AND ALSO SEVERANY LIABILITIES WHICH MAY ARISE FROM THE CONSTRUCTION, USE OR RESULT OF SUCH UNAUTHORIZED USE OR CHANGES.STEVEN SCOGGINS 6406 REDSTONE DRIVE ARLINGTON, TEXAS 817-965-0763 LAMBERT HOMEHEADQUARTERSA PORTION OF LOT 3 - PARKWAY OFFICE CENTERAND 1.423 ACRES OUT OF THETHOMAS M. HOOD SURVEY, A-7061700 N. WHITE CHAPEL ROADSOUTHLAKE, TARRANT COUNTY, TEXASDATE: 04/22/2024 REVISION: CONCEPT AND SITE PLAN SUBMITTAL CASE #: ZA24-0009 CONCEPT AND SITE PLAN Know what's below. before you dig.Call R 1 inch = ft. ( IN FEET ) GRAPHIC SCALE 010 10 20 40 20 5 N **CAUTION** - NOTICE TO CONTRACTOR THE CONTRACTOR IS PUT ON NOTICE THAT THERE MAY BE NUMEROUS UNDERGROUND UTILITIES IN THE LINE OF WORK, SUCH AS WATER, SEWER, GAS, PIPELINE, TELEPHONE AND ELECTRIC, SOME MAY BE ABANDONED WHILE MANY ARE ACTIVE. EXISTING UTILITIES SHOWN ON THE PLANS REPRESENT A DILIGENT EFFORT TO SHOW THEIR APPROXIMATE LOCATION. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION WHEN CONDUCTING EXCAVATION OPERATIONS. DAMAGES SHALL BE REPAIRED IMMEDIATELY AT CONTRACTOR'S EXPENSE. THE CONTRACTOR MUST CONTACT THE APPROPRIATE UTILITY COMPANY AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST FIELD LOCATION OF UTILITIES. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENT SHOWN ON THE PLANS. TOPOGRAPHIC SURVEY NOTE EXISTING TOPOGRAPHIC INFORMATION SHOWN ON THESE PLANS WAS PREPARED BY DI SCIULLO- TERRY, STANTON & ASSOCIATES, INC. IF CONTRACTOR DOES NOT ACCEPT EXISTING TOPOGRAPHY AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, HE SHALL HAVE MADE, AT HIS EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR AND SUBMIT IT TO THE OWNER FOR REVIEW. THE ENGINEER'S SEAL ON THESE PLANS DOES NOT APPLY TO THE PROPERTY BOUNDARY INFORMATION SHOWN HEREON. REFERENCE MARKERS IF THE CONTRACTOR RELOCATES REFERENCE MARKERS WITH A NEW REFERENCE MARKER, IT SHALL BE LOCATED WITHIN A HORIZONTAL AND VERTICAL TOLERANCE OF 0.10' TBM #001 RM #5052 RM #5070 FOUND 1/2" IRON ROD N: 7,036,046.29 E: 2,382,174.68 RM #5052 - FOUND TxDOT MONUMENT N: 7,035,793.99 E: 2,381,719.45 CUT SQUARE IN STORM SEWER INLET N:7,035,700.82 E:2,382,186.92 ELEV:641.66 CITY APPROVED BENCHMARK MONUMENT 6 WGS 84 POSITION LAT: 32' 57" 39.72221° LONG: 97' 09" 03.62985° PAVEMENT SUBGRADE PREPARATION THESE GUIDELINES ARE PROVIDED WITHOUT THE BENEFIT OF A GEOTECHNICAL RECOMMENDATION AND ARE CONSIDERED TO BE INDUSTRY STANDARD PRACTICES. IF A GEOTECHNICAL INVESTIGATION IS PERFORMED, ITS RECOMMENDATIONS SHALL FOLLOWED IF A CONFLICT WITH THESE NOTES EXISTS. TO PREPARE THE PAVEMENT SUBGRADE AREAS, STRIP AND REMOVE ALL EXISTING PAVEMENT AND ANY LOOSE AND/OR WET SOIL, ROOTS AND DEBRIS TO A DRY AND STABLE SUBGRADE. AFTER STRIPPING AND UNDERCUTTING, AS REQUIRED BY THE GRADING PLAN (THIS SHEET) ALL PAVEMENT AREAS SHALL BE PROOF ROLLED WITH A HEAVY, LOADED PNEUMATIC-TIRED VEHICLE SUCH AS A 20 TO 25 TON LOADED DUMP TRUCK OR SCRAPER. IT IS MANDATORY THAT ALL PAVEMENT AREAS BE PROOF ROLLED TO IDENTIFY LOOSE OR SOFT SOILS. ALL PROOF ROLLING AND UNDERCUTTING ACTIVITIES SHOULD BE WITNESSED BY THE GEOTECHNICAL ENGINEER AND SHOULD BE PERFORMED DURING A PERIOD OF DRY WEATHER. ANY WEAK AREAS WHICH YIELD UNDER PROOF ROLL, OR ANY AREAS WITH A TENDENCY TO PUMP, SHOULD BE MITIGATED. SUCH MITIGATION MAY INCLUDE: 1.OVEREXCAVATION AND BACKFILLING, 2.REPROCESSING TO REMOVE MOISTURE, 3.CHEMICAL MODIFICATION WITH LIME OR CEMENTITIOUS ADMIXTURES, OR 4.INSTALLATION OF GEOSYNTHETICS. AFTER STRIPPING, EXCAVATING WHERE REQUIRED, AND PROOF ROLLING BUT PRIOR TO PLACING FILL, THE EXPOSED SOILS SHOULD BE SCARIFIED AND THEN PROCESSED TO A MOISTURE CONTENT BETWEEN ONE PERCENTAGE POINT BELOW (-1%) TO THREE PERCENTAGE POINTS ABOVE (+3%) THE STANDARD PROCTOR OPTIMUM. THE SUBGRADE SOILS SHOULD BE RECOMPACTED. FOR COHESIVE (CLAY) SUBGRADE SOILS COMPACTION SHOULD BE TO A MINIMUM OF 95% OF MAXIMUM DRY DENSITY DEFINED BY THE STANDARD PROCTOR (ASTM D 698) FOR A DEPTH OF AT LEAST EIGHT (8) INCHES BELOW THE SURFACE. AND FOR NON-COHESIVE (SILTS AND SANDS) SUBGRADE SOILS SHOULD BE COMPACTED TO 100% OF MAXIMUM DRY DENSITY DEFINED BY THE STANDARD PROCTOR (ASTM D 698) FOR A DEPTH OF AT LEAST EIGHT (8) INCHES BELOW THE SURFACE. FILL SHOULD BE PLACED IN MAXIMUM LIFTS OF EIGHT (8) INCHES OF LOOSE MATERIALS AND SHOULD BE COMPACTED WITHIN THE RANGE OF ONE PERCENTAGE POINT BELOW (-1%) TO THREE PERCENTAGE POINTS ABOVE (+3%) THE OPTIMUM MOISTURE CONTENT VALUE AND A MINIMUM OF 95% OF THE MAXIMUM DENSITY AS DETERMINED BY THE STANDARD PROCTOR (ASTM D 698) TEST. IF WATER MUST BE ADDED, IT SHOULD BE UNIFORMLY APPLIED AND THOROUGHLY MIXED INTO THE SOIL BY DISKING OR SCARIFYING. EACH LIFT OF COMPACTED SOIL SHOULD BE TESTED AND INSPECTED BY THE SOILS ENGINEER OR HIS REPRESENTATIVE PRIOR TO PLACEMENT OF SUBSEQUENT LIFTS. AS A GUIDELINE, IT IS RECOMMENDED THAT FIELD DENSITY TEST BE TAKEN AT A FREQUENCY OF NOT LESS THAN ONE (1) TEST PER 5,000 SQUARE FEET OF SURFACE AREA PER LIFT OR A MINIMUM OF FOUR (4) TEST PER LIFT FOR EACH TESTED AREA FOR THE PAVEMENT AREA. SELECT FILL PREPARATION THESE GUIDELINES ARE PROVIDED WITHOUT THE BENEFIT OF A GEOTECHNICAL RECOMMENDATION AND ARE CONSIDERED TO BE INDUSTRY STANDARD PRACTICES. IF A GEOTECHNICAL INVESTIGATION IS PERFORMED, ITS RECOMMENDATIONS SHALL FOLLOWED IF A CONFLICT WITH THESE NOTES EXISTS. SELECT SELECT FILL MATERIAL SHALL HAVE THE FOLLOWING CHARACTERISTICS: 1.CONSIST OF HOMOGENEOUS SOILS (I.E. NOT SAND WITH CLAY LUMPS) AND BE FREE OF ORGANIC MATTER OR OTHER DELETERIOUS MATERIALS AND FREE OF ROCKS LARGER THAN 6 INCHES IN DIAMETER 2.LIQUID LIMIT LESS THAN 40 3.PLASTICITY INDEX BETWEEN EIGHT (8) AND EIGHTEEN (18) 4.PERCENT PASSING THE NO. 200 SIEVE BETWEEN 30 AND 75. 5.MAXIMUM HYDRAULIC CONDUCTIVITY OF THE COMPACTED MATERIAL OF 1 X 10-5 CM/SEC. ATTERBERG LIMITS TESTING OF THE FILL IS REQUIRED AND SHALL NOT EXCEED A RATE OF 1 TEST PER 500 CUBIC YARDS OF FILL (AND AS VISUAL CHANGES OCCUR). THE SELECT FILL MATERIAL SHALL BE PLACED IN MAXIMUM LIFTS OF NINE (9) INCHES OF LOOSE MATERIAL AND SHOULD BE COMPACTED WITHIN THE RANGE OF OPTIMUM TO THREE PERCENTAGE POINTS ABOVE (+3%) OPTIMUM MOISTURE CONTENT VALUE AND A MINIMUM OF 95% OF THE MAXIMUM DENSITY AS DETERMINED BY THE STANDARD PROCTOR (ASTM D 698) TEST. IF WATER MUST BE ADDED, IT SHOULD BE UNIFORMLY APPLIED AND THOROUGHLY MIXED INTO THE SOIL BY DISKING OR SCARIFYING. CONTRACTOR SHALL MAINTAIN THE SPECIFIED MOISTURE CONTENT UNTIL THE SUBGRADE IS COVERED WITH FILL OR PAVEMENT. EACH LIFT OF COMPACTED SOIL SHOULD BE TESTED AND INSPECTED BY THE SOILS ENGINEER OR HIS REPRESENTATIVE PRIOR TO PLACEMENT OF SUBSEQUENT LIFTS. FIELD DENSITY TEST SHALL BE AT A FREQUENCY OF NOT LESS THAN ONE (1) TEST PER 3,000 SQUARE FEET OF SURFACE AREA PER LIFT OR A MINIMUM OF TWO (2) TEST PER LIFT FOR EACH TESTED AREA FOR THE PAVEMENT. BUILDING PAD PREPARATION THESE GUIDELINES ARE PROVIDED WITHOUT THE BENEFIT OF A GEOTECHNICAL RECOMMENDATION AND ARE CONSIDERED TO BE INDUSTRY STANDARD PRACTICES. IF A GEOTECHNICAL INVESTIGATION IS PERFORMED, ITS RECOMMENDATIONS SHALL FOLLOWED IF A CONFLICT WITH THESE NOTES EXISTS. THE EXISTING SURFICIAL VEGETATION / TOPSOIL AND EXISTING PAVEMENT SHALL BE REMOVED AND EXCAVATED TO FINISHED SUBGRADE. VOIDS THAT RESULT FROM DEMOLITION ACTIVITY SHALL BE BACKFILLED WITH MOISTURE AND DENSITY CONTROLLED SELECT FILL MATERIAL TO FINISHED SUBGRADE. THE EXPOSED SUBGRADE SHALL BE PROOF ROLLED AND COMPACTED TO A MINIMUM 95% STANDARD PROCTOR. SCARIFY THE EXPOSED SUBGRADE, ADJUST THE MOISTURE CONTENT AND RECOMPACT. PLACE SELECT FILL TO FINISHED SLAB SUBGRADE (ALL SELECT FILL SHOULD BE TESTED TO VERIFY COMPLIANCE WITH THE RECOMMENDATIONS). THE FOLLOWING ARE PROVIDED FOR RECOMMENDED FOUNDATION SUBGRADE PREPARATIONS. AFTER STRIPPING AND UNDERCUTTING, AS REQUIRED BY THE GRADING PLAN (THIS SHEET), THE BUILDING AREA SHOULD BE PROOF ROLLED WITH A HEAVY, LOADED PNEUMATIC-TIRED VEHICLE SUCH AS A 20 TO 25 TON LOADED DUMP TRUCK OR SCRAPER. IT IS RECOMMENDED THAT ALL AREAS BENEATH THE FLOOR SLAB BE PROOF ROLLED TO IDENTIFY LOOSE OR SOFT SOILS. ALL PROOF ROLLING AND UNDERCUTTING ACTIVITIES SHOULD BE WITNESSED BY THE SOILS ENGINEER OR HIS REPRESENTATIVE, AND SHOULD BE PERFORMED DURING A PERIOD OF DRY WEATHER. ANY WEAK AREAS WHICH YIELD UNDER PROOF ROLL, OR ANY AREAS WITH A TENDENCY TO PUMP, SHOULD BE MITIGATED. SUCH MITIGATION MAY INCLUDE: 1. OVEREXCAVATION AND BACKFILLING, 2. REPROCESSING TO REMOVE MOISTURE, 3. CHEMICAL MODIFICATION WITH LIME OR CEMENTITIOUS ADMIXTURES, OR 4. INSTALLATION OF GEOSYNTHETICS. AFTER STRIPPING, EXCAVATING WHERE REQUIRED, AND PROOF ROLLING BUT PRIOR TO PLACING FILL, THE EXPOSED SOILS SHOULD BE SCARIFIED AND THEN PROCESSED TO A MOISTURE CONTENT BETWEEN OPTIMUM TO THREE PERCENTAGE POINTS ABOVE (+3%) THE STANDARD PROCTOR OPTIMUM. THE SUBGRADE SOILS SHOULD BE RECOMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE STANDARD PROCTOR (ASTM D 698) MAXIMUM DRY DENSITY FOR A DEPTH OF AT LEAST EIGHT (8) INCHES BELOW THE SURFACE. CONTRACTOR SHALL MAINTAIN SPECIFIED MOISTURE CONTENT UNTIL SUBGRADE IS COVERED WITH FILL OR SLAB. TC=340.38 LEGEND TC TOP OF CURB TP TOP OF PAVEMENT TW TOP OF WALL TI TOP OF INLET TG TOP OF GRATE SW SIDEWALK FG FINISHED GRADE PROPOSED SPOT ELEVATION 335 335 EXISTING CONTOUR PROPOSED CONTOUR **TEXAS ONE CALL SYSTEM** AS REQUIRED BY "THE TEXAS UNDERGROUND FACILITY DAMAGE PREVENTION AND SAFETY ACT" TEXAS ONE CALL SYSTEM MUST BE CONTACTED (800-245-4545) AT LEAST 48 HOURS PRIOR TO ANY EXCAVATION OPERATIONS PERFORMED. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT TEXAS ONE CALL SYSTEM. INSPECTIONS/CERTIFICATIONS NOTE ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY LOCAL CODES AND/OR UTILITY SERVICE COMPANIES SHALL BE PERFORMED PRIOR TO SUBSTANTIAL PROJECT COMPLETION. PERMITS NOTE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS REQUIRED BY FEDERAL, STATE, OR LOCAL CODES AND/OR UTILITY SERVICE COMPANIES PRIOR TO START OF CONSTRUCTION. TRAFFIC CONTROL NOTE GUIDELINES SET FORTH IN PART VI "STANDARDS AND GUIDES FOR TRAFFIC CONTROLS FOR STREET AND HIGHWAY CONSTRUCTION, MAINTENANCE, UTILITY, AND INCIDENT MANAGEMENT OPERATIONS" OF THE TEXAS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MOST RECENT EDITION AS REVISED) SHALL BE OBSERVED. GENERAL GRADING NOTES 1.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTROL OF DUST AND DIRT RISING AND SCATTERING IN THE AIR DURING CONSTRUCTION AND SHALL PROVIDE WATER SPRINKLING OR OTHER SUITABLE METHODS OF CONTROL. THE CONTRACTOR SHALL COMPLY WITH ALL GOVERNING REGULATIONS PERTAINING TO ENVIRONMENTAL PROTECTION. 2.ALL CUT OR FILL SLOPES SHALL BE 3:1 MAXIMUM UNLESS OTHERWISE NOTED. 3.ALL SLOPES AND AREAS DISTURBED BY CONSTRUCTION SHALL BE GRADED SMOOTH AND 4 INCHES OF TOPSOIL APPLIED. IF ADEQUATE TOPSOIL IS NOT AVAILABLE ON SITE, THE CONTRACTOR SHALL PROVIDE TOPSOIL, APPROVED BY THE OWNER, AS NEEDED. THE AREAS SHALL THEN BE SODDED, WATERED AND MAINTAINED UNTIL HARDY GRASS GROWTH IS ESTABLISHED IN ALL AREAS. CONTRACTOR SHALL APPLY STABILIZATION FABRIC TO ALL SLOPES, 3:1 OR STEEPER. ANY AREAS DISTURBED FOR ANY REASON PRIOR TO FINAL ACCEPTANCE OF THE JOB SHALL BE CORRECTED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. 4.EXISTING GRADE CONTOUR INTERVAL SHOWN AT 1 FOOT 5.PROPOSED GRADE CONTOUR INTERVAL SHOWN AT 1 FOOT. 6.CONTRACTOR SHALL ADJUST GRADES ADJACENT TO EXISTING PAVEMENT AS NECESSARY TO ASSURE A SMOOTH FIT AND CONTINUOUS GRADE. 4-1-2024 GRADING PLAN C6.0 ABLE ENGINEERING, PLLC 190 CLOVER LANE DIANA, TEXAS 75640 PHONE: (903) 399-1392 EMAIL: JEFFH@ABLE-ENG.NET TBPELS FIRM #24175 STABILIZATION NOTE ALL NON-PAVED AREAS WITHIN THE LIMITS OF THIS PROJECT SHALL RECEIVE 4" OF CLEAN TOPSOIL AND HYDROMULCH OR SOD. CONTRACTOR IS FULLY RESPONSIBLE TO ENSURE THAT 4" OF TOPSOIL IS IN PLACE AND GRASS IS ESTABLISHED AT THE CLOSEOUT OF THE PROJECT. IF ADEQUATE TOPSOIL IS NOT AVAILABLE ON SITE, THE CONTRACTOR MUST IMPORT CLEAN TOPSOIL TO SATISFY THE REQUIREMENTS OF THESE PLANS AND SPECIFICATIONS. ALL AREAS DISTURBED OUTSIDE THE PROPERTY BOUNDARY SHALL ALSO BE STABILIZED AND COVER SHALL BE ESTABLISHED TO PREVENT EROSION. CONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARY WATERING UNTIL A HEALTHY STAND OF GRASS IS ESTABLISHED. XXXXXXXXXXXXXXXXXXXOHE OHE OHE OHE OHE OHE OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE OHE OHE OHE OHE OHE OHE OHEGASGASGASGASGASGASGASGASGASGASGASGASGAS GASGASGASGASGASGASGASGASGASGASGASCVACACACACACCVGASGASGASGAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS20''W20''W20''W20''W20''W20''W20''W20''W20''W20''W20''W20''W20''W20''W20''W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W20''W 12"W CVPPPPPPPPPPEXISTING 2 STORYBRICK OFFICE BLDG.EXISTING I STORYBRICK OFFICE BLDG.S.H. 114 SERVICE ROAD±39' CONCRETE PAVEMENTVARIABLE WIDTH ROWGMMAIL BOX MHN89° 42' 56"E 515.66'S0° 52' 44"E 248.39'N89° 37' 43"W 249.03'S1° 58' 23"E 100.61'N66° 00' 01"W 233.64'N0° 26' 25"E 191.96'S89° 25' 44"W 62.50'2 0 ' 'W 2 0 ' 'W 2 0 ' 'W 20''W 20''W 20''W 20''W 20''W 2 0 ' 'W 2 0 ' 'WP-8"SP-8"SP-8"SP-8"SP-8"SP-8"SP-8"SP-8"SP-8"SP-8"SP-8"SP-8"SP-8"SP-8"SP-8"S P-8"S P-8"S P-8"S P-8"S P-8"S P-8"SSSP-MHP-COP-FH SSP-MHSSP-MHP-8"W P-8"WP-8"WP-8"WP-8"WP-8"WP-8"WP-8"WP-8"WP-8"WP-8"WBUILDING #1ONE STORY (±8,692 s.f.)FFE=650.00P-6"S VAN VANP-WMP-2''W P-COGMC 300PROCEPTORP-C P-C P-C P-C P-C P-6"SP-6"SSSP-MHP-FDCP-6"W P-COP-COP-COP-COP-COP-COP-FHP-WMRM #5052RM #5070TBM #5008INSTALL ±39 L.F. OF24"Ø HDPE PIPE@ 0.50% SLOPEINSTALL ±60 L.F. OF24"Ø HDPE PIPE@ 0.50% SLOPEINSTALL ±13 L.F. OF12"Ø HDPE PIPE@ 0.50% SLOPEINSTALL ±33 L.F. OF12"Ø HDPE PIPE@ 0.50% SLOPEINSTALL ±63 L.F. OF12"Ø HDPE PIPE@ 0.50% SLOPEINSTALL ±40 L.F. OF18"Ø HDPE PIPE@ 0.50% SLOPECONSTRUCT 5' DOUBLE CURB INLETFL 24"∅ IN= 645.10FL 24"∅ OUT= 645.10RIM=649.99N:7035847.92E:2381903.86CONSTRUCT 3'X'3 GRATE INLETFL 18"∅ OUT= 645.60TG=648.30N:7035947.24E:2381931.36INSTALL 12" NYLOPLAST DRAINAGE BASINW/ 12" ROUND GRATEFL 12"∅ IN= 645.57FL 12"∅ OUT= 645.57TG=648.50N:7035904.08E:2381966.99INSTALL 12" NYLOPLAST DRAINAGE BASINW/ 12" ROUND GRATEFL 12"∅ OUT= 645.97TG=649.00N:7035934.77E:2382030.74INSTALL 18" NYLOPLAST DRAINAGE BASINW/ 18" ROUND GRATEFL 12"∅ OUT= 646.04TG=648.52N:7035911.72E:2382062.04INSTALL ±17 L.F. OF24"Ø HDPE PIPE@ 0.50% SLOPEINSTALL 18" NYLOPLAST DRAINAGE BASINW/ 12" ROUND GRATEFL 12"∅ IN= 645.72FL 12"∅ OUT= 645.72TG=648.50N:7035904.24E:2381997.66INSTALL ±33 L.F. OF12"Ø HDPE PIPE@ 0.50% SLOPECONSTRUCT 3'X3' JUNCTION BOXFL 12"∅ OUT= 645.40FL 18"∅ OUT= 645.40FL 24"∅ OUT= 645.40RIM=649.37N:7035903.91E:2381931.57CONSTRUCT 5' CURB INLETFL 18"∅ OUT= 645.80RIM=647.82N:7035806.31E:2382082.98INSTALL ±177 L.F. OF18"Ø HDPE PIPE@ 0.50% SLOPECONSTRUCT 5' CURB INLETFL 18"∅ IN= 644.91FL 24"∅ IN= 644.91FL 24"∅ OUT= 644.91RIM=649.60N:7035805.41E:2381900.78CONSTRUCT 4:1 SETFL = 644.78N:7035780.44E:2381888.81CONSTRUCT 5' CURB INLETFL 24"∅ IN= 6438.94FL 24"∅ OUT= 638.94RIM=646.18N:7035886.86E:2382168.83CONSTRUCT 5' CURB INLETFL 24"∅ OUT= 639.94RIM=647.44N:7035983.54E:2382129.05CONSTRUCT 4'X4' JUNCTION BOXFL 24"∅ IN = 638.73EXISTING FL 24"∅ OUT= 638.73RIM=644.70N:7035887.27E:2382192.92INSTALL ±100 L.F.OF 24"Ø HDPE PIPE@ 0.50% SLOPEINSTALL ±21 L.F. OF24"Ø HDPE PIPE@ 0.50% SLOPEINSTALL ±31 L.F. OF18"Ø RCP PIPE@ 0.50% SLOPETIE INTO EXISTING INLETUSE NON-SHRINK GROUT TOENSURE WATERTIGHT CONNECTIONFL = 643.82N:7035714.66E:2381859.50CONSTRUCT 3:1 SETFL = 644.00N:7035747.65E:2381874.13CONSTRUCT 3' CONCRETE SWALEINSTALL 12" NYLOPLAST DRAINAGE BASINW/ 12" ROUND GRATEFL 12"∅ IN= 645.76FL 12"∅ OUT= 645.76TG=649.00N:7035917.25E:2381997.60INSTALL ±37 L.F. OF12"Ø HDPE PIPE@ 0.50% SLOPEINSTALL ±35 L.F.OF 6" SDR-35 PVCDOWNSPOUTCOLLECTOR PIPE@1% MIN SLOPEINSTALL ±30 L.F.OF 6" SDR-35 PVCDOWNSPOUTCOLLECTOR PIPE@1% MIN SLOPEINSTALL ±40 L.F.OF 8" SDR-35 PVCDOWNSPOUTCOLLECTOR PIPE@1% MIN SLOPEINSTALL ±15 L.F.OF 6" SDR-35 PVCDOWNSPOUTCOLLECTOR PIPE@1% MIN SLOPEINSTALL ±20 L.F.OF 6" SDR-35 PVCDOWNSPOUTCOLLECTOR PIPE@1% MIN SLOPEINSTALL ±20 L.F. OF6"Ø HDPE PIPE@ 1% SLOPECONNECT BUILDING DOWNSPOUTS TO STORM SEWERBUILDING DOWNSPOUTS THIS SIDE DISCHARGE ON SPLASH BLOCKSCONNECT BUILDING DOWNSPOUTS TO STORM SEWER Filename: C:\Users\ThurmanParsons\Desktop\CAD-LAMBERT\C7.0 STORM SEWER PLAN.dwg Plotted: 4/24/2024 11:24:54 AM Plot Device: None Plotted by: Thurman Parsons THIS DRAWING AND RELATED SPECIFICATIONS, INCLUDING ALL DOCUMENTS ON ELECTRONIC MEDIA, WERE PREPARED BY ABLE ENGINEERING, PLLC. AS INSTRUMENTS OF SERVICE AND SHALL REMAIN THE PROPERTY OF ABLE ENGINEERING. THE INFORMATION SHOWN HEREON SHALL BE USED ONLY BY THE CLIENT TO WHOM SERVICES ARE RENDERED AND ONLY FOR THEPURPOSE OF DESCRIBING, CONSTRUCTING, OR INSTALLING THE WORK SHOWN HEREON AT THE DESIGNATED LOCATION ON THE SPECIFIED SITE. ANY UNAUTHORIZED USE OF THESE DOCUMENTS, INCLUDING WITHOUT LIMITATION REPRODUCTION OR ALTERATION, IS STRICTLY PROHIBITED AND SHALL CAUSE THE WAIVER OF ANY EXPRESSED WARRANTIES AND ALSO SEVERANY LIABILITIES WHICH MAY ARISE FROM THE CONSTRUCTION, USE OR RESULT OF SUCH UNAUTHORIZED USE OR CHANGES.STEVEN SCOGGINS6406 REDSTONE DRIVEARLINGTON, TEXAS817-965-0763LAMBERT HOME HEADQUARTERS A PORTION OF LOT 3 - PARKWAY OFFICE CENTER AND 1.423 ACRES OUT OF THE THOMAS M. HOOD SURVEY, A-706 1700 N. WHITE CHAPEL ROAD SOUTHLAKE, TARRANT COUNTY, TEXASDATE: 04/22/2024 REVISION:CONCEPT ANDSITE PLANSUBMITTALCASE #: ZA24-0009CONCEPT AND SITE PLANKnow what'sbelow.before you dig.CallR1 inch = ft.( IN FEET )GRAPHIC SCALE010102040205N**CAUTION** - NOTICE TO CONTRACTORTHE CONTRACTOR IS PUT ON NOTICE THAT THERE MAY BE NUMEROUS UNDERGROUNDUTILITIES IN THE LINE OF WORK, SUCH AS WATER, SEWER, GAS, PIPELINE, TELEPHONE ANDELECTRIC, SOME MAY BE ABANDONED WHILE MANY ARE ACTIVE. EXISTING UTILITIES SHOWN ONTHE PLANS REPRESENT A DILIGENT EFFORT TO SHOW THEIR APPROXIMATE LOCATION.THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION WHEN CONDUCTING EXCAVATIONOPERATIONS. DAMAGES SHALL BE REPAIRED IMMEDIATELY AT CONTRACTOR'S EXPENSE.THE CONTRACTOR MUST CONTACT THE APPROPRIATE UTILITY COMPANY AT LEAST 72 HOURSBEFORE ANY EXCAVATION TO REQUEST FIELD LOCATION OF UTILITIES.THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OFEXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUSUTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THEINFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTORMUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANYEXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THERESPONSIBILITY OF THE CONTRACTOR TO RELOCATE UTILITIES WHICH CONFLICT WITH THEPROPOSED IMPROVEMENT SHOWN ON THE PLANS.GENERAL UTILITY NOTES1.ALL FILL MATERIAL IS TO BE IN PLACE, AND COMPACTED BEFORE INSTALLATION OFPROPOSED UTILITIES.2.CONTRACTOR SHALL NOTIFY THE UTILITY AUTHORITIES' INSPECTORS 72 HOURS BEFORECONNECTING TO ANY EXISTING LINE.3.MAINTAIN A MINIMUM OF 24" VERTICAL CLEARANCE BETWEEN WATER LINES, SANITARYLINE, STORM LINES AND GAS LINES (EXISTING AND PROPOSED).4.CONTRACTOR SHALL COORDINATE INSTALLATION OF UTILITIES IN SUCH A MANNER AS TOAVOID CONFLICTS AND ASSURE PROPER DEPTHS ARE ACHIEVED.5.LINES INSTALLED UNDERGROUND SHALL BE INSPECTED AND APPROVED BEFOREBACKFILLING.6.ALL STEEL ENCASEMENT PIPE SHALL HAVE A WALL THICKNESS OF 0.375 INCHES UNLESSNOTED OTHERWISE.7.DIMENSIONS SHOWN ARE TO CENTERLINE OF PIPE OR FITTING, TO CENTER LINE OFMANHOLE, FACE OF BUILDING, OR BACK OF CURB, UNLESS OTHERWISE NOTED.WATER NOTES1.PUBLIC WATER LINES SHALL BE AWWA C-900 DR18 PVC AND PRIVATE WATER LINESSHALL BE SCH. 40 PVC UNLESS OTHERWISE NOTED ON PLANS.2.ALL WATER LINES 3"Ø AND LARGER SHALL HAVE MECHANICAL JOINTS WITH THRUSTBLOCKING.3.CONTRACTOR SHALL MAINTAIN A MINIMUM OF 4' OF COVER ON ALL WATER LINES.4.THE INSTALLATION OR REPAIR OF ANY UNDERGROUND FACILITIES OR PIPING WHICHCONNECTS TO OR FURNISHES WATER FOR A FIRE PROTECTION SPRINKLER SYSTEMSHALL BE PERFORMED ONLY BY A LICENSED UTILITY CONTRACTOR, FIRE PROTECTIONSPRINKLER CONTRACTOR, OR LICENSED PLUMBER. SEE O.C.G.A. TITLE 25-11-7-(a), ACOPY OF THE LICENSE OR CERTIFICATE OF COMPETENCY SHALL BE PROVIDED TO THEINSPECTOR AT THE FINAL INSPECTION.ELECTRICAL NOTES1.REFER TO ARCHITECTURAL/MEP BUILDING PLANS FOR SITE LIGHTING ELECTRICAL PLAN.2.THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE INSTALLATION OFTHE PRIMARY ELECTRIC LINES TO BE INSTALLED BY ELECTRIC COMPANY. THECONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING THE PRIMARY CONDUIT FO\ROMTHE POLE TO THE TRANSFORMER AND THE SECONDARY CONDUIT AND THE SECONDARYLINE FROM THE TRANSFORMER TO THE BUILDING.3.ELECTRIC COMPANY WILL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALLPRIMARY LINES AND TRANSFORMER. ELECTRIC COMPANY WILL MAKE ALL PRIMARY ANDSECONDARY CONNECTIONS TO THE TRANSFORMER. THE CONTRACTOR WILL BERESPONSIBLE FOR ALL LINES FROM THE TRANSFORMER TO THE BUILDING, WITH THEELECTRIC COMPANY MAKING CONNECTIONS AT THE TRANSFORMER. THE CONTRACTORWILL BE RESPONSIBLE FOR PROVIDING THE TRANSFORMER PAD PER ELECTRICCOMPANIES SPECIFICATIONS.TELEPHONE NOTES1.THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING THE TELEPHONE CONDUITWITH PULL STRING. ALL BENDS SHALL BE LONG RADIUS SWEEPING BENDS.CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL TELEPHONEINSTALLATION WITH THE TELEPHONE COMPANY.2.TELEPHONE COMPANY WILL INSTALL THE UNDERGROUND TELEPHONE CABLE FROM THEEND OF THE CONTRACTOR INSTALLED CONDUITS AT THE BUILDING TO THE CONNECTIONAT THE POLE AND/OR EXISTING LINES.3.CONTRACTOR SHALL INSTALL GALVANIZED PULL WIRE OR PURPLEPROPYLPOLYETHYLENE ROPE WITH A MINIMUM PULLING TENSION OF 100 POUNDS IN ALLCONDUIT.PPMHWVFHXXDCOWMWSOHEWATER VALVEPOWER POLEFIRE HYDRANTWATER LINESANITARY SEWERPROPOSED CURB AND GUTTERSTORM SEWEROVERHEAD ELECTRIC LINEPROPOSED FIRE LANELEGENDALL UTILITIES ARE EXISTINGUNLESS NOTED OTHERWISEP-6"WINDICATES SIZEOF LINEINDICATES TYPEOF LINEINDICATESPROPOSEDSEWER MANHOLEFIRE LANENUMBER OF PARKING SPACES PER ROWDOUBLE SANITARY SEWER CLEAN OUTWATER METERRADIUS DIMENSION (UNLABELED RADII ARE 3.0')X'RTOPOGRAPHIC SURVEY NOTEEXISTING TOPOGRAPHIC INFORMATION SHOWN ON THESE PLANS WAS PREPARED BY DI SCIULLO-TERRY, STANTON & ASSOCIATES, INC. IF CONTRACTOR DOES NOT ACCEPT EXISTINGTOPOGRAPHY AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, HE SHALL HAVE MADE, AT HISEXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR AND SUBMIT IT TO THEOWNER FOR REVIEW. THE ENGINEER'S SEAL ON THESE PLANS DOES NOT APPLY TO THEPROPERTY BOUNDARY INFORMATION SHOWN HEREON.REFERENCE MARKERSIF THE CONTRACTOR RELOCATES REFERENCE MARKERS WITH A NEW REFERENCE MARKER, ITSHALL BE LOCATED WITHIN A HORIZONTAL AND VERTICAL TOLERANCE OF 0.10'TBM #001RM #5052RM #5070FOUND 1/2" IRON RODN: 7,036,046.29E: 2,382,174.68RM #5052 - FOUND TxDOT MONUMENTN: 7,035,793.99E: 2,381,719.45CUT SQUARE IN STORM SEWER INLETN:7,035,700.82E:2,382,186.92ELEV:641.66CITY APPROVED BENCHMARKMONUMENT 6WGS 84 POSITIONLAT: 32' 57" 39.72221°LONG: 97' 09" 03.62985°**TEXAS ONE CALL SYSTEM**AS REQUIRED BY "THE TEXAS UNDERGROUND FACILITY DAMAGE PREVENTION AND SAFETYACT" TEXAS ONE CALL SYSTEM MUST BE CONTACTED (800-245-4545) AT LEAST 48 HOURS PRIORTO ANY EXCAVATION OPERATIONS PERFORMED. IT IS THE CONTRACTOR'S RESPONSIBILITY TOCONTACT TEXAS ONE CALL SYSTEM.NOTE:ALL STORM SEWER PIPE SHALL HAVE WATER TIGHT JOINTS.C7.0STORM SEWERPLAN4-1-2024ABLE ENGINEERING, PLLC190 CLOVER LANEDIANA, TEXAS 75640PHONE: (903) 399-1392EMAIL: JEFFH@ABLE-ENG.NETTBPELS FIRM #24175 XXXXXCVACACACACACCVXXCVN89° 42' 56"E 515.66'S0° 52' 44"E 248.39'N89° 37' 43"W 249.03'S1° 58' 23"E 100.61'N66° 00' 01"W 233.64'N0° 26' 25"E 191.96'S89° 25' 44"W 62.50'N0° 32' 56"E 58.38'Filename: C:\Users\ThurmanParsons\Desktop\CAD-LAMBERT\C8.0 DRAINAGE AREA PLAN AND CALCULATIONS.dwg Plotted: 4/24/2024 11:27:18 AM Plot Device: None Plotted by: Thurman Parsons THIS DRAWING AND RELATED SPECIFICATIONS, INCLUDING ALL DOCUMENTS ON ELECTRONIC MEDIA, WERE PREPARED BY ABLE ENGINEERING, PLLC. AS INSTRUMENTS OF SERVICE AND SHALL REMAIN THE PROPERTY OF ABLE ENGINEERING. THE INFORMATION SHOWN HEREON SHALL BE USED ONLY BY THE CLIENT TO WHOM SERVICES ARE RENDERED AND ONLY FOR THEPURPOSE OF DESCRIBING, CONSTRUCTING, OR INSTALLING THE WORK SHOWN HEREON AT THE DESIGNATED LOCATION ON THE SPECIFIED SITE. ANY UNAUTHORIZED USE OF THESE DOCUMENTS, INCLUDING WITHOUT LIMITATION REPRODUCTION OR ALTERATION, IS STRICTLY PROHIBITED AND SHALL CAUSE THE WAIVER OF ANY EXPRESSED WARRANTIES AND ALSO SEVERANY LIABILITIES WHICH MAY ARISE FROM THE CONSTRUCTION, USE OR RESULT OF SUCH UNAUTHORIZED USE OR CHANGES.STEVEN SCOGGINS6406 REDSTONE DRIVEARLINGTON, TEXAS817-965-0763LAMBERT HOME HEADQUARTERS A PORTION OF LOT 3 - PARKWAY OFFICE CENTER AND 1.423 ACRES OUT OF THE THOMAS M. HOOD SURVEY, A-706 1700 N. WHITE CHAPEL ROAD SOUTHLAKE, TARRANT COUNTY, TEXASDATE: 04/22/2024 REVISION:CONCEPT ANDSITE PLANSUBMITTALCASE #: ZA24-0009CONCEPT AND SITE PLANKnow what'sbelow.before you dig.CallR1 inch = ft.( IN FEET )GRAPHIC SCALE0202040804010N1.007.23EX-A1.527.08EX-B1.634.14EX-C2.707.71EX-DPOINT OF INTEREST AEXISTINGQ1 = 2.93 cfsQ10 = 4.83 cfsQ100 = 7.23 cfsPOINT OF INTEREST BEXISTINGQ1 = 2.87 cfsQ10 = 4.73 cfsQ100 = 7.08 cfsPOINT OF INTEREST DEXISTINGQ1 = 3.14 cfsQ10 = 5.16 cfsQ100 = 7.71 cfsPOINT OF INTEREST CEXISTINGQ1 = 1.68 cfsQ10 = 2.77 cfsQ100 = 4.14 cfsEXISTING CONDITIONSCALE:1"=40'X.XXX.XXDRAINAGE AREA BOUNDARYSTORM SEWEREXISTING CONTOUR336HYDRAULIC LENGTH FLOW LINEFLOW DIRECTION ARROWPROPOSED CONTOUR►336DRAINAGE AREA (ACRES)100-YR PEAK RUNOFF (CFS)XDRAINAGE AREA I.D.E = EXISTINGP = PROPOSEDOS = OFF-SITELEGENDCOMPOSITE RUNOFF COEFFICIENT "C" CALCULATIONSRATIONAL METHOD DRAINAGE CALCULATIONSC8.0EXISTING DRAINAGEAREA PLAN ANDCALCULATIONS4-1-2024DOWNSTREAMPOINT OF INTERESTEXISTINGQ1 = 9.74 cfs Q10 = 16.01 cfs Q100 = 23.92 cfs ABLE ENGINEERING, PLLC190 CLOVER LANEDIANA, TEXAS 75640PHONE: (903) 399-1392EMAIL: JEFFH@ABLE-ENG.NETTBPELS FIRM #24175 XXXXXCVCVXXCVEXISTING 2 STORYBRICK OFFICE BLDG.EXISTING I STORYBRICK OFFICE BLDG.N89° 42' 56"E 515.66'S0° 52' 44"E 248.39'N89° 37' 43"W 249.03'S1° 58' 23"E 100.61'N66° 00' 01"W 233.64'N0° 26' 25"E 191.96'S89° 25' 44"W 62.50'N0° 32' 56"E 58.38'VAN VANP-C P-CFilename: C:\Users\ThurmanParsons\Desktop\CAD-LAMBERT\C8.0 DRAINAGE AREA PLAN AND CALCULATIONS.dwg Plotted: 4/24/2024 11:25:56 AM Plot Device: None Plotted by: Thurman Parsons THIS DRAWING AND RELATED SPECIFICATIONS, INCLUDING ALL DOCUMENTS ON ELECTRONIC MEDIA, WERE PREPARED BY ABLE ENGINEERING, PLLC. AS INSTRUMENTS OF SERVICE AND SHALL REMAIN THE PROPERTY OF ABLE ENGINEERING. THE INFORMATION SHOWN HEREON SHALL BE USED ONLY BY THE CLIENT TO WHOM SERVICES ARE RENDERED AND ONLY FOR THEPURPOSE OF DESCRIBING, CONSTRUCTING, OR INSTALLING THE WORK SHOWN HEREON AT THE DESIGNATED LOCATION ON THE SPECIFIED SITE. ANY UNAUTHORIZED USE OF THESE DOCUMENTS, INCLUDING WITHOUT LIMITATION REPRODUCTION OR ALTERATION, IS STRICTLY PROHIBITED AND SHALL CAUSE THE WAIVER OF ANY EXPRESSED WARRANTIES AND ALSO SEVERANY LIABILITIES WHICH MAY ARISE FROM THE CONSTRUCTION, USE OR RESULT OF SUCH UNAUTHORIZED USE OR CHANGES.STEVEN SCOGGINS6406 REDSTONE DRIVEARLINGTON, TEXAS817-965-0763LAMBERT HOME HEADQUARTERS A PORTION OF LOT 3 - PARKWAY OFFICE CENTER AND 1.423 ACRES OUT OF THE THOMAS M. HOOD SURVEY, A-706 1700 N. WHITE CHAPEL ROAD SOUTHLAKE, TARRANT COUNTY, TEXASDATE: 04/22/2024 REVISION:CONCEPT ANDSITE PLANSUBMITTALCASE #: ZA24-0009CONCEPT AND SITE PLANKnow what'sbelow.before you dig.CallR1 inch = ft.( IN FEET )GRAPHIC SCALE0202040804010N2.3714.86A-10.967.42OS-A10.502.29OS-B10.441.25OS-C10.442.35OS-D10.371.28OS-D31.012.87OS-D20.764.18D-1PROPOSED CONDITIONSCALE:1"=40'X.XXX.XXDRAINAGE AREA BOUNDARYSTORM SEWEREXISTING CONTOUR336HYDRAULIC LENGTH FLOW LINEFLOW DIRECTION ARROWPROPOSED CONTOUR►336DRAINAGE AREA (ACRES)100-YR PEAK RUNOFF (CFS)XDRAINAGE AREA I.D.E = EXISTINGP = PROPOSEDOS = OFF-SITELEGENDCOMPOSITE RUNOFF COEFFICIENT "C" CALCULATIONSRATIONAL METHOD DRAINAGE CALCULATIONSMODIFIED RATIONAL METHOD POND CALCULATIONSPOINT OF INTEREST AEXISTINGPROPOSEDQ1 = 2.93 cfs Q1 = 4.24 cfsQ10 = 4.83 cfs Q10 = 6.50 cfsQ100 = 7.23 cfs Q100 = 9.23 cfsPOINT OF INTEREST BEXISTINGPROPOSEDQ1 = 2.87 cfs Q1 = 0.93 cfsQ10 = 4.73 cfs Q10 = 1.53 cfsQ100 = 7.08 cfs Q100 = 2.29 cfsPOINT OF INTEREST DEXISTINGPROPOSEDQ1 = 3.14 cfs Q1 = 4.33 cfsQ10 = 5.16 cfs Q10 = 7.13 cfsQ100 = 7.71 cfs Q100 = 10.68 cfsPOINT OF INTEREST CEXISTINGPROPOSEDQ1 = 1.68 cfs Q1 = 0.51 cfsQ10 = 2.77 cfs Q10 = 0.84 cfsQ100 = 4.14 cfs Q100 = 1.25 cfsDOWNSTREAMPOINT OF INTERESTEXISTINGPROPOSEDQ1 = 9.93 cfs Q1 = 10.01 cfsQ10 = 16.32 cfs Q10 = 16.00 cfsQ100 = 23.59 cfs Q100 = 23.45 cfsC8.1PROPOSED DRAINAGEAREA PLAN ANDCALCULATIONS4-1-2024ABLE ENGINEERING, PLLC190 CLOVER LANEDIANA, TEXAS 75640PHONE: (903) 399-1392EMAIL: JEFFH@ABLE-ENG.NETTBPELS FIRM #24175 P-8"W P-8"W P-8"W P-8"W P-8"WP-8"WP-8"WP-8"WP-8"WP-8"WP-8"WP-FHP-WMOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE OHE OHE OHE OHE OHE OHE OHEGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGAS GASGAS20''W20''W20''W20''W20''W20''W20''W20''W20''W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W20''W 20''W12"W 12"W CVGMINLETS1° 58' 23"E 100.61'N66° 00' 01"W 233.64'TC=652.03TC=651.03TC=649.64TC=648.83650 647 648 649 651 652AABBFG=645.00N:7035788.13E:2381910.763FG=645.00N:7035787.92E:2381869.654FG=644.00N:7035748.67E:2381871.849FG=644.50N:7035731.38E:2381910.687FG=649.00N:7035799.93E:2381870.052FG=649.00N:7035786.86E:2381856.659FG=649.00N:7035747.30E:2381856.856FG=649.00N:7035735.49E:2381864.568FG=649.00N:7035716.27E:2381907.792FG=649.00N:7035728.70E:2381925.789FG=649.00N:7035787.57E:2381923.760FG=649.00N:7035800.13E:2381910.703INSTALL ±9 L.F. OF24"Ø HDPE PIPE@ 0.50% SLOPEINSTALL ±31 L.F. OF18"Ø RCP PIPE@ 0.50% SLOPECONSTRUCT 3' CONCRETE SWALESEE DETAIL THIS SHEETCONSTRUCT 3:1 SETFL = 645.00N:7035788.04E:2381893.37DETENTION POND OUTLETCONSTRUCT 3:1 SETw/6" RESTRICTOR PLATESEE DETAIL THIS SHEETFL = 644.00N:7035747.65E:2381874.13EXISTING DRIVEPROPOSED DRIVES.H. 114 SERVICE ROAD±39' CONCRETE PAVEMENTVARIABLE WIDTH ROWTIE INTO EXISTING INLETENSURE WATERTIGHT CONNECTIONFL = 643.82N:7035714.66E:2381859.500+000+200+400+600+800+98.10 0+000+200+400+600+801+001+206356406456506556356406456506550+00652.20652.200+20651.44651.440+40650.43650.430+60649.91649.910+80649.45649.451+00649.03 649.03 1+20647.82 647.82 EXISTING GRADEPROPOSED GRADEPROPOSED GRADEEXISTING GRADE3131100-YR WSEL 647.90635640645650655635640645650655-0+100+00649.65 649.65 0+20649.81 649.81 0+40649.84 649.84 0+60649.83 649.83 0+80649.67 649.67 1+001+15INSTALL ±31 L.F. OF18"Ø HDPE PIPE @0.50% SLOPEEXISTING GRADEPROPOSED GRADEPROPOSED GRADEEXISTING GRADEEXISTING CURB INLETDETENTION POND OUTLETCONSTRUCT 3:1 SETw/6" RESTRICTOR PLATEFL = 644.00REFER TO STORM SEWER PLANFOR CONTINUATIONCONSTRUCT 3' CONCRETE SWALESEE DETAIL THIS SHEETCONSTRUCT 3:1 SETFL = 645.00INSTALL ±9 L.F. OF24"Ø HDPE PIPE@ 0.50% SLOPE3131100-YR WSEL - 647.90Filename: C:\Users\ThurmanParsons\Desktop\CAD-LAMBERT\C9.0 DETENTION POND PLAN.dwg Plotted: 4/24/2024 11:29:20 AM Plot Device: None Plotted by: Thurman Parsons THIS DRAWING AND RELATED SPECIFICATIONS, INCLUDING ALL DOCUMENTS ON ELECTRONIC MEDIA, WERE PREPARED BY ABLE ENGINEERING, PLLC. AS INSTRUMENTS OF SERVICE AND SHALL REMAIN THE PROPERTY OF ABLE ENGINEERING. THE INFORMATION SHOWN HEREON SHALL BE USED ONLY BY THE CLIENT TO WHOM SERVICES ARE RENDERED AND ONLY FOR THEPURPOSE OF DESCRIBING, CONSTRUCTING, OR INSTALLING THE WORK SHOWN HEREON AT THE DESIGNATED LOCATION ON THE SPECIFIED SITE. ANY UNAUTHORIZED USE OF THESE DOCUMENTS, INCLUDING WITHOUT LIMITATION REPRODUCTION OR ALTERATION, IS STRICTLY PROHIBITED AND SHALL CAUSE THE WAIVER OF ANY EXPRESSED WARRANTIES AND ALSO SEVERANY LIABILITIES WHICH MAY ARISE FROM THE CONSTRUCTION, USE OR RESULT OF SUCH UNAUTHORIZED USE OR CHANGES.STEVEN SCOGGINS6406 REDSTONE DRIVEARLINGTON, TEXAS817-965-0763LAMBERT HOME HEADQUARTERS A PORTION OF LOT 3 - PARKWAY OFFICE CENTER AND 1.423 ACRES OUT OF THE THOMAS M. HOOD SURVEY, A-706 1700 N. WHITE CHAPEL ROAD SOUTHLAKE, TARRANT COUNTY, TEXASDATE: 04/22/2024 REVISION:CONCEPT ANDSITE PLANSUBMITTALCASE #: ZA24-0009CONCEPT AND SITE PLANKnow what'sbelow.before you dig.CallR1 inch = ft.( IN FEET )GRAPHIC SCALE055102010N**CAUTION** - NOTICE TO CONTRACTORTHE CONTRACTOR IS PUT ON NOTICE THAT THERE MAY BE NUMEROUS UNDERGROUNDUTILITIES IN THE LINE OF WORK, SUCH AS WATER, SEWER, GAS, PIPELINE, TELEPHONE ANDELECTRIC, SOME MAY BE ABANDONED WHILE MANY ARE ACTIVE. EXISTING UTILITIES SHOWN ONTHE PLANS REPRESENT A DILIGENT EFFORT TO SHOW THEIR APPROXIMATE LOCATION.THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION WHEN CONDUCTING EXCAVATIONOPERATIONS. DAMAGES SHALL BE REPAIRED IMMEDIATELY AT CONTRACTOR'S EXPENSE.THE CONTRACTOR MUST CONTACT THE APPROPRIATE UTILITY COMPANY AT LEAST 72 HOURSBEFORE ANY EXCAVATION TO REQUEST FIELD LOCATION OF UTILITIES.THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OFEXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUSUTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THEINFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTORMUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANYEXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THERESPONSIBILITY OF THE CONTRACTOR TO RELOCATE UTILITIES WHICH CONFLICT WITH THEPROPOSED IMPROVEMENT SHOWN ON THE PLANS.TOPOGRAPHIC SURVEY NOTEEXISTING TOPOGRAPHIC INFORMATION SHOWN ON THESE PLANS WAS PREPARED BY DI SCIULLO-TERRY, STANTON & ASSOCIATES, INC. IF CONTRACTOR DOES NOT ACCEPT EXISTINGTOPOGRAPHY AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, HE SHALL HAVE MADE, AT HISEXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR AND SUBMIT IT TO THEOWNER FOR REVIEW. THE ENGINEER'S SEAL ON THESE PLANS DOES NOT APPLY TO THEPROPERTY BOUNDARY INFORMATION SHOWN HEREON.REFERENCE MARKERSIF THE CONTRACTOR RELOCATES REFERENCE MARKERS WITH A NEW REFERENCE MARKER, ITSHALL BE LOCATED WITHIN A HORIZONTAL AND VERTICAL TOLERANCE OF 0.10'TBM #001RM #5052RM #5070FOUND 1/2" IRON RODN: 7,036,046.29E: 2,382,174.68RM #5052 - FOUND TxDOT MONUMENTN: 7,035,793.99E: 2,381,719.45CUT SQUARE IN STORM SEWER INLETN:7,035,700.82E:2,382,186.92ELEV:641.66CITY APPROVED BENCHMARKMONUMENT 6WGS 84 POSITIONLAT: 32' 57" 39.72221°LONG: 97' 09" 03.62985°TC=340.38LEGENDTCTOP OF CURBTPTOP OF PAVEMENTTWTOP OF WALLTITOP OF INLETTGTOP OF GRATESWSIDEWALKFGFINISHED GRADEPROPOSED SPOT ELEVATION335335EXISTING CONTOURPROPOSED CONTOURGENERAL GRADING NOTES1.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTROL OF DUST AND DIRTRISING AND SCATTERING IN THE AIR DURING CONSTRUCTION AND SHALL PROVIDEWATER SPRINKLING OR OTHER SUITABLE METHODS OF CONTROL. THE CONTRACTORSHALL COMPLY WITH ALL GOVERNING REGULATIONS PERTAINING TO ENVIRONMENTALPROTECTION.2.ALL CUT OR FILL SLOPES SHALL BE 3:1 MAXIMUM UNLESS OTHERWISE NOTED.3.ALL SLOPES AND AREAS DISTURBED BY CONSTRUCTION SHALL BE GRADED SMOOTHAND 4 INCHES OF TOPSOIL APPLIED. IF ADEQUATE TOPSOIL IS NOT AVAILABLE ON SITE,THE CONTRACTOR SHALL PROVIDE TOPSOIL, APPROVED BY THE OWNER, AS NEEDED.THE AREAS SHALL THEN BE SODDED, WATERED AND MAINTAINED UNTIL HARDY GRASSGROWTH IS ESTABLISHED IN ALL AREAS. CONTRACTOR SHALL APPLY STABILIZATIONFABRIC TO ALL SLOPES, 3:1 OR STEEPER. ANY AREAS DISTURBED FOR ANY REASONPRIOR TO FINAL ACCEPTANCE OF THE JOB SHALL BE CORRECTED BY THE CONTRACTORAT NO ADDITIONAL COST TO THE OWNER.4.EXISTING GRADE CONTOUR INTERVAL SHOWN AT 1 FOOT5.PROPOSED GRADE CONTOUR INTERVAL SHOWN AT 1 FOOT.6.CONTRACTOR SHALL ADJUST GRADES ADJACENT TO EXISTING PAVEMENT ASNECESSARY TO ASSURE A SMOOTH FIT AND CONTINUOUS GRADE.SECTION A-ASCALE: HORIZONTAL - 1"=10'VERTICAL - 1"=5'SECTION B-BSCALE: HORIZONTAL - 1"=10'VERTICAL - 1"=5'MESH TRASH GUARD FOR SETDETAILN.T.S.18" RCP1/2"x4 1/2" HILTI KWIK BOLT 3HDG ANCHOR(TYP 6 PLACES)2"x2"x.25" THICK SQUAREGALVANIZED WIRE MESH3:1 SET FOR 18" PIPESECURE GALVANIZED WIRE MESH TOCONCRETE SET WITH 1 1/2" FLAT BARAND HILTI KWIK BOLTS AS SHOWN1/4"THICK STEEL ORIFICE PLATE BOLTED TO SETWITH (4) HILTI KWIK BOLT 3 HDG ANCHORSHILTI KWIK BOLT 3HDG ANCHOR(TYP)3'1 1/2"#3 BAR LONGITUDINAL4"14"14"4"#3 TRANSVERSE BARS@ 18" O.C.3,000 PSI CONCRETE4"DETENTION POND CONCRETE SWALEDETAILN.T.S.POND PLANSCALE: - 1"=10'C9.0DETENTION PONDPLAN4-1-20246"ORIFICE1/4"THICK STEEL ORIFICE PLATE BOLTED TOSET WITH (4) HILTI KWIK BOLT 3 HDG ANCHORSABLE ENGINEERING, PLLC190 CLOVER LANEDIANA, TEXAS 75640PHONE: (903) 399-1392EMAIL: JEFFH@ABLE-ENG.NETTBPELS FIRM #24175 Filename: C:\Users\ThurmanParsons\Desktop\CAD-LAMBERT\C10.0 DETAILS.dwg Plotted: 4/24/2024 11:09:42 AM Plot Device: None Plotted by: Thurman ParsonsTHIS DRAWING AND RELATED SPECIFICATIONS, INCLUDING ALL DOCUMENTS ON ELECTRONIC MEDIA, WERE PREPARED BY ABLE ENGINEERING, PLLC. AS INSTRUMENTS OF SERVICE AND SHALL REMAIN THE PROPERTY OF ABLE ENGINEERING. THE INFORMATION SHOWN HEREON SHALL BE USED ONLY BY THE CLIENT TO WHOM SERVICES ARE RENDERED AND ONLY FOR THEPURPOSE OF DESCRIBING, CONSTRUCTING, OR INSTALLING THE WORK SHOWN HEREON AT THE DESIGNATED LOCATION ON THE SPECIFIED SITE. ANY UNAUTHORIZED USE OF THESE DOCUMENTS, INCLUDING WITHOUT LIMITATION REPRODUCTION OR ALTERATION, IS STRICTLY PROHIBITED AND SHALL CAUSE THE WAIVER OF ANY EXPRESSED WARRANTIES AND ALSO SEVERANY LIABILITIES WHICH MAY ARISE FROM THE CONSTRUCTION, USE OR RESULT OF SUCH UNAUTHORIZED USE OR CHANGES.STEVEN SCOGGINS 6406 REDSTONE DRIVE ARLINGTON, TEXAS 817-965-0763 LAMBERT HOMEHEADQUARTERSA PORTION OF LOT 3 - PARKWAY OFFICE CENTERAND 1.423 ACRES OUT OF THETHOMAS M. HOOD SURVEY, A-7061700 N. WHITE CHAPEL ROADSOUTHLAKE, TARRANT COUNTY, TEXASDATE: 04/22/2024 REVISION: CONCEPT AND SITE PLAN SUBMITTAL CASE #: ZA24-0009 CONCEPT AND SITE PLAN CLOSED END NONMETALLIC EXPANSION CAP (WITH FOAM INSERT), 3 1/4" MINIMUM LENGTH, SIZED TO SECURELY FIT DOWEL 18" LONG #4 SMOOTH DOWEL, CENTERED ON JOINT, SPACED @ 12" O.C. LIGHTLY OIL FULL LENGTH OF DOWEL.TT/21-1/4" MIN. CLEARANCE DOWELED SAWCUT JOINT (DSJ) N.T.S. T = PAVEMENT THICKNESS 2" MIN. T/4 TOP 1/8" NO JOINT SEALANT (SEE PCC JOINT DETAIL A) (SEE PCC JOINT DETAIL A)VERTICAL SAW-CUT 1/4" WIDE DISTRIBUTED STEEL STOPS ±6" FROM JOINT , TYP ON BOTH SIDES, POSITIONED 2"-2 1/2" BELOW PAVEMENT SURFACE NOTES: 1. SEE PLAN AND NOTES FOR JOINT SPACING. 2. DOWELS SHALL BE SUPPORTED BY PREFABRICATED SUPPORT BASKETS. 3.SLAB MUST BE CUT AS SOON AS POSSIBLE AFTER PLACEMENT OF THE CONCRETE. THE SLAB SHOULD BE ABLE TO SUPPORT WEIGHT OF THE SAW, WITHOUT TRACKING, AND THE BLADE SHOULD NOT RAVEL THE SLAB WHILE CUTTING. 12 HOUR DELAY BEFORE CUTTING WILL NOT BE ALLOWED. MINIMUM 25" WIDE STRIP OF GEOTEXTILE FABRIC MIRAFI 160N, OR APPROVED EQUAL 1-1/4" MIN. CLEARANCE CLOSED END NONMETALLIC EXPANSION CAP (WITH FOAM INSERT), 3 1/4" MINIMUM LENGTH, SIZED TO SECURELY FIT DOWEL DOWELED CONSTRUCTION JOINT (DCJ) N.T.S. T = PAVEMENT THICKNESS 18" LONG SMOOTH DOWEL, CENTERED ON JOINT, SPACED @12" O.C. SEE DOWEL SIZE CHART FOR DOWEL SIZE. LIGHTLY OIL FULL LENGTH OF DOWEL. (SEE PCC JOINT DETAIL B) 1" TOP 1/8" NO JOINT SEALANT (SEE PCC JOINT DETAIL B) VERTICAL SAW-CUT 1/4" WIDE (SECOND POUR)(FIRST POUR) NOTES: 1. SEE PLAN AND NOTES FOR JOINT SPACING. 2. DOWELS SHALL BE SUPPORTED BY PREFABRICATED SUPPORT BASKETS. DRILLING BY HAND OR PUSHING DOWEL BARS INTO GREEN CONCRETE IS NOT ACCEPTABLE. 3.DOWELED CONSTRUCTION JOINT MAY BE USED IN LIEU OF A SAWCUT JOINT AND AT THE END OF A DAYS POUR. MINIMUM 25" WIDE STRIP OF GEOTEXTILE FABRIC MIRAFI 160N, OR APPROVED EQUALTT/22" MIN. SLAB DEPTH, IN 5.5 6.5 7.5 DOWEL DIAMETER, IN 3/4 7/8 1 DOWEL BAR NUMBER 6 7 8 DOWEL SIZE CHART DISTRIBUTED STEEL STOPS ±6" FROM JOINT, TYP ON BOTH SIDES, POSITIONED 2"-2 1/2" BELOW PAVEMENT SURFACE TT = PAVEMENT THICKNESS T/4 (SEE PCC JOINT DETAIL A)VERTICAL SAW-CUT 1/4" WIDE TOP 1/8" NO JOINT SEALANT (SEE PCC JOINT DETAIL A) DISTRIBUTED STEEL CONTINUES THROUGH JOINT, POSITIONED 2"-2 1/2" BELOW PAVEMENT SURFACE NOTES: 1. SEE PLAN AND NOTES FOR JOINT SPACING. 2. SLAB MUST BE CUT AS SOON AS POSSIBLE AFTER PLACEMENT OF THE CONCRETE. THE SLAB SHOULD BE ABLE TO SUPPORT WEIGHT OF THE SAW, WITHOUT TRACKING, AND THE BLADE SHOULD NOT RAVEL THE SLAB WHILE CUTTING. 12 HOUR DELAY BEFORE CUTTING WILL NOT BE ALLOWED. CONTRACTION/SAWCUT JOINT (SJ) N.T.S. MINIMUM 25" WIDE STRIP OF GEOTEXTILE FABRIC MIRAFI 160N, OR APPROVED EQUAL TOP OF PAVEMENT 1/2" SOFT PREFORMED JOINT FILLER FULL DEPTH OF PAVEMENTT/2 BUT NOTLESS THAN 1/4" CONCRETE PAVEMENT CLEAN BOTH SIDES OF JOINT TO REMOVE EXCESS MATERIALS AND ASSURE ADHESION OF SEALANT TO PCC SUBSTRATE 1/2" JOINT SEALANT PER SPECIFICATIONS APPLIED IN ACCORDANCE WITH SEALANT MANUFACTURER'S REQUIREMENTS SEALANT TOOLED 1/8" BELOW PAVEMENT SURFACE (NO JOINT SEALANT IN TOP 1/8") FIXED STRUCTURE OR CONCRETE PAVEMENT CLOSED CELL BACKER ROD, TYPICALLY 1/8" TO 1/4" LARGER THAN JOINT WIDTH PCC JOINT DETAIL C N.T.S. SAWCUT AND THEN CLEAN BOTH SIDES OF JOINT TO REMOVE EXCESS MATERIALS AND ASSURE ADHESION OF SEALANT TO PCC SUBSTRATE CLOSED CELL BACKER ROD, TYPICALLY 1/8" TO 1/4" LARGER THAN JOINT WIDTH TOP OF CONCRETE NOTES: 1. ASSURE SAW JOINTS ARE CLEAN AND DRY PRIOR TO THE APPLICATION OF THE JOINT SEALANT. 2. INSTALL CLOSED CELL BACKER ROD AFTER JOINTS HAVE BEEN CLEANED AND DRIED IN ACCORDANCE WITH SEALANT MANUFACTURER'S REQUIREMENTS. 3. INSTALL BACKER ROD AT CONSISTENT AND UNIFORM DEPTH. 4. JOINT SEALANT APPLICATION SHALL BE IN STRICT COMPLIANCE WITH SEALANT MANUFACTURER'S REQUIREMENTS. 1/8" PCC JOINT DETAIL A N.T.S. JOINT SEALANT PER SPECIFICATIONS APPLIED IN ACCORDANCE WITH SEALANT MANUFACTURER'S REQUIREMENTS. SEALANT TOOLED 1/8" BELOW PAVEMENT SURFACE (NO JOINT SEALANT IN TOP 1/8") 1/4" 1/8" FIRST SAWCUT 1/4" SECOND SAWCUT (IF REQUIRED) T/2 BUT NOT LESS THAN 1/4" SAWCUT 1/4" WIDE X 1" DEEP AND THEN CLEAN BOTH SIDES OF JOINT TO REMOVE EXCESS MATERIALS AND ASSURE ADHESION OF SEALANT TO PCC SUBSTRATE JOINT SEALANT PER SPECIFICATIONS APPLIED IN ACCORDANCE WITH SEALANT MANUFACTURER'S REQUIREMENTS. SEALANT TOOLED 1/8" BELOW PAVEMENT SURFACE (NO JOINT SEALANT IN TOP 1/8") TOP OF CONCRETE1/8" PCC JOINT DETAIL B N.T.S. JOINT RESERVOIR = 1" T = PAVEMENT THICKNESS 1ST POUR (CURED CONCRETE) 2ND POUR (WET CONCRETE) NOTES: 1. ASSURE SAW JOINTS ARE CLEAN AND DRY PRIOR TO THE APPLICATION OF THE JOINT SEALANT. 2. INSTALL CLOSED CELL BACKER ROD AFTER JOINTS HAVE BEEN CLEANED AND DRIED IN ACCORDANCE WITH SEALANT MANUFACTURER'S REQUIREMENTS. 3. INSTALL BACKER ROD AT CONSISTENT AND UNIFORM DEPTH. 4. JOINT SEALANT APPLICATION SHALL BE IN STRICT COMPLIANCE WITH SEALANT MANUFACTURER'S REQUIREMENTS. CLOSED CELL BACKER ROD, TYPICALLY 1/8" TO 1/4" LARGER THAN JOINT WIDTH T9"CONCRETE TO ASPHALT PAVEMENT TRANSITION (CAPT) N.T.S. SUBGRADE MATERIAL ASPHALT PAVEMENT PROPOSED CONCRETE PAVEMENT TRANSITION TO 9" THICKNESS IN 3' MINIMUM 1" CLR (TYP)1'-6"1'-6"1" CLR (TYP) ISOLATION JOINT AT TYPICAL RECTANGULAR FIXED STRUCTURE PLAN DETAIL N.T.S. CONCRETE PAVEMENT SECTION N.T.S. SECTION A-A PLAN VIEW A B A NOTE: ALL REINFORCEMENT WILL BE No. 3 BARS 24" O.C. EACH WAY MAX. SPACING. B CONCRETE SIDEWALK N.T.S. SLOPE 1/4"/FT MAX 3,500 PSI CONCRETE PROVIDE #3 @ 16" O.C. DOWELS @ BACK OF CURB (10" MINIMUM LENGTH) SUBGRADE COMPACTED TO 90% STD. PROCTOR (TYP) NOTE: PROVIDE 1/2" EXPANSION JOINT BETWEEN SIDEWALK AND ALL FIXED OBJECTS 1/4" THICKNESS PREMOLED EXPANSION JOINT FILLER SPACED @35' O.C. MAX EXTEND JOINT FILLER FULL DEPTH OF SIDEWALK 5.0'5.0'5.0'5.0'5.0'5.0'5.0' SEE SITE PLAN4" (TYP)1/2" RADIUS TOOLED JOINT OR 1" DEEP SAWED JOINT (TYP) FIXED STRUCTURE (NOT PAVEMENT) 1/2" SOFT PREFORMED JOINT FILLER FULL DEPTH OF PAVEMENT WITH BACKER ROD AND SEALANT CONCRETE PAVEMENT (2) #4 TOP & BOT 1" CLEAR FROM TOP 2" CLEAR FROM BOT DO NOT LET REINFORCEMENT CROSS SAWCUTS NEARBY OR OTHER JOINTS THAT ALLOW FOR MOVEMENT 1/2" EDGE RADIUS 2" (TYP)4" (TYP)2" (TYP) 6" TYP REINFORCING STEEL STOPS 3" FROM JOINT T = PAVEMENT THICKNESS (REFER TO PLANS) 1/2" JOINT FILLER MUST EXTEND THROUGH FULL DEPTH OF NEW CONCRETE 1/2" WIDE ISOLATION JOINT (SEE PCC JOINT DETAIL C)TT"+2" MINIMUM5' ISOLATION JOINT (IJ) - WITH THICKENED EDGE N.T.S. REINFORCING STEEL STOPS 3" FROM JOINT (TYPICAL BOTH SIDES) MINIMUM 25" WIDE STRIP OF GEOTEXTILE FABRIC MIRAFI 160N, OR APPROVED EQUAL CONCRETE THICKNESS (INCHES) 3.5 4.0 4.5 5.0 5.5 6.0 6.5 7.0 CONCRETE GENERAL NOTES GENERAL CONCRETE PAVING JOINT NOTES 1. DETAILING OF CONCRETE REINFORCING BARS AND ACCESSORIES SHALL CONFORM TO THE RECOMMENDATIONS OF ACI 315 "DETAILS AND DETAILING OF CONCRETE REINFORCEMENT" AND ACI SP-66 "DETAILING MANUAL". PLACING OF REINFORCING BARS SHALL CONFORM TO THE RECOMMENDATIONS OF ACI 315R "MANUAL OF ENGINEERING AND PLACING DRAWINGS FOR REINFORCED CONCRETE STRUCTURES" AND CRSI "MANUAL OF STANDARD PRACTICE". 2.MIXING, TRANSPORTING AND PLACING CONCRETE SHALL CONFORM TO ACI 301. 3.CONCRETE REINFORCEMENT BARS SHALL CONFORM TO ASTM A615, GRADE 60. 4.NO. 3 BARS MAY CONFORM TO ASTM 615, GRADE 40, UNLESS NOTED OTHERWISE. REINFORCEMENT BARS SHALL NOT BE TACK WELDED, WELDED, HEATED OR CUT UNLESS INDICATED ON THE CONTRACT DOCUMENTS OR REVIEWED BY THE STRUCTURAL ENGINEER. 5.REINFORCEMENT DESIGNATED AS "CONTINUOUS" SHALL LAP 30 BAR DIAMETERS AT SPLICES UNLESS NOTED OTHERWISE. 6.OBSERVE HOT & COLD WEATHER CONCRETING PRACTICES RECOMMENDED ON ACI 305 AND 306 RESPECTIVELY FOR EXTREME TEMPERATURES. 7.FORMWORK SHALL COMPLY WITH ACI 347, "RECOMMENDED PRACTICE FOR CONCRETE FORMWORK". 8.ALL CONCRETE DESIGN AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH ACI-318. 9.ALL EXPOSED EDGES OF CONCRETE SHALL HAVE A 3/4 INCH, 45 DEGREE CHAMFER. 10.WELDED WIRE FABRIC SHALL NOT BE ACCEPTED. 11.REFER TO JOB SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. 1.CONTRACTION JOINTS SHALL BE CREATED WHILE THE CONCRETE IS STILL PLASTIC BY USING A GROOVING TOOL OR BY INSERTING A PREMOLDED FILLER STRIP, OR A GROOVE CAN BE SAW CUT INTO THE CONCRETE WITHIN 12 HOURS AFTER CONCRETE IS POURED. 2.THE CONTRACTION JOINT PATTERN SHALL DIVIDE THE PAVEMENT INTO PANELS THAT ARE APPROXIMATELY SQUARE. THE LENGTH OF A PANEL MAY NOT EXCEED THE WIDTH BY MORE THAN 25 PERCENT. 3.MAXIMUM JOINT SPACING IS SHOWN IN THE FOLLOWING TABLE. IF THE VALUES SHOWN BELOW CANNOT BE ACHIEVED, THE ABSOLUTE MAXIMUM SPACING IS 30 TIMES THE THICKNESS OF THE SLAB UP TO A MAXIMUM OF 15 FEET, UNLESS NOTED OTHERWISE. 4.WHEN TRANSVERSE CONSTRUCTION JOINTS ARE NEEDED, THEY SHALL BE INSTALLED AT CONTRACTION JOINT LOCATIONS IF POSSIBLE. 5.THE JOINT FILLER FOR ISOLATION JOINTS SHALL EXTEND THROUGH THE SLAB THICKNESS TO THE SUBGRADE AND SHALL BE RECESSED BELOW THE PAVEMENT SURFACE SO THAT THE JOINT CAN BE SEALED WITH JOINT SEALANT MATERIALS. 6.RECOMMENDED JOINT FILLER MATERIALS INCLUDE BITUMINOUS MASTIC, BITUMINOUS IMPREGNATED CELLULOSE OR CORK, SPONGE RUBBER, OR RESIN-BOUND CORK, AND SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER RECOMMENDATIONS. 7.DISTRIBUTED STEEL REINFORCEMENT SHALL BE INSTALLED 2" to 2 1/2" BELOW THE TOP OF SLAB AND SHALL BE HELD IN POSITION BY USING CHAIRS OR PRECAST CONCRETE BLOCKS. 8.CONTRACTOR IS HEREBY PUT ON NOTICE THAT ANY AREAS OF NEW CONCRETE PAVEMENT OR SIDEWALK THAT EXPERIENCE RANDOM CRACKING (I.E. NOT CRACKED ALONG A JOINT LINE) SHALL BE REMOVED AND REPLACED. THE ENTIRE PANEL IN WHICH RANDOM CRACKING OCCURS SHALL BE REMOVED AND REPLACED. PORTLAND CEMENT CONCRETE NOTE THE PORTLAND CEMENT CONCRETE PAVEMENT SHALL BE AIR ENTRAINED TO RESULT IN A 5% PLUS/MINUS 1% AIR, SHALL HAVE A MAXIMUM SLUMP OF 5 INCHES, A WATER TO CEMENT RATIO OF 0.45, AND SHALL HAVE A MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 3,500 PSI. A LIQUID MEMBRANE-FORMING CURING COMPOUND SHOULD BE APPLIED AS SOON AS PRACTICAL AFTER BROOM FINISHING THE CONCRETE SURFACE. THE CONCRETE PAVEMENT SHALL BE JOINTED PER THE SITE SPECIFIC DETAILS, NOTES, PLANS AND SPECIFICATIONS. MAXIMUM JOINT SPACING (FEET) 7.0 8.0 9.0 10.0 11.0 12.0 13.0 14.0 16 1/2"6" 5"T + 1"T24" FOR HMAC PAVEMENT (SEE NOTE #4 FOR CONCRETE PAVEMENT)12"MATCH GRADING PLAN 3/ 8 " R 1 1/2"R 3"R 3/8" R CONCRETE CURB & GUTTER N.T.S. 16 1/2"6" 6"T + 1"T24" FOR HMAC PAVEMENT (SEE NOTE #4 FOR CONCRETE PAVEMENT) MATCH GRADING PLAN 3/8"R 3"R 3/8" R 1 1/2"RSPILL CURB CATCH CURB NOTES: 1. EXPANSION JOINTS IN CURB & GUTTER SHALL BE SPACED AT A MAXIMUM DISTANCE OF 40' APART AND AT ALL RADIUS POINTS, P.T.'S AND P.C.'S. 2. CONTROL JOINTS SHALL BE SPACED AT A MAXIMUM DISTANCE OF 10' CENTER TO CENTER. 3. REFER TO GRADES ON THE GRADING PLAN FOR EXACT LOCATIONS OF SPILL CURBS AND CATCH CURBS. GUTTER SLOPE TO MATCH ADJACENT PAVEMENT GRADES, TRAVERSE AND LONGITUDINAL. 4. CURB SHALL BE POURED MONOLITHIC WITH CONCRETE PAVEMENT SECTION. PAVEMENT JOINTS SHALL EXTEND CONTINUOUSLY THROUGH THE CURB. T = CONCRETE PAVEMENT THICKNESS OR T = THICKNESS OF HMAC + BASE THICKNESS + 3 INCHES EXTEND EDGE OF BASE & SUBGRADE SECTION A MINIMUM OF 12" BEHIND CURB OR EDGE OF PAVEMENT EXTEND EDGE OF BASE & SUBGRADE SECTION A MINIMUM OF 12" BEHIND CURB OR EDGE OF PAVEMENT PAVEMENT MATERIAL(S) DESIGN THICKNESS LIGHT MEDIUM HEAVY PORTLAND CEMENT CONCRETE 5.0 INCHES 6.0 INCHES 7.0 INCHES PAVEMENT SUBGRADE POSITION DISTRIBUTED STEEL 2" - 2 1/2" BELOW PAVEMENT SURFACE 3,500 PSI @ 28 DAYS PORTLAND CEMENT CONCRETE REINFORCED W/ #3 BARS @ 18" O.C.E.W.T12"6" SUBGRADE, SCARIFIED AND COMPACTED AT 95% STANDARD PROCTOR DENSITY (ASTM D698) AT A MOISTURE CONTENT BETWEEN ONE PERCENT BELOW (-1%) TO THREE PERCENT ABOVE (+3%) OPTIMUM MOISTURE PAVING DETAILS C10.0 4-1-2024 1 12 RE F E R T O S I T E P L A N 6' 6' SLO P E 1 : 1 2 SL O P E 1 : 1 2 6" TALL CURB 1.ALL CURB RAMPS SHALL BE IN COMPLIANCE WITH THE CURRENT TEXAS ACCESSIBILITY STANDARDS. 2.THE SURFACE OF RAMP SHALL BE FIRM, STABLE, AND SLIP RESISTANT (I.E. BROOM FINISH). 3.LANDINGS SHALL BE 5' x 5' MINIMUM WITH A MAXIMUM 2.0% SLOPE IN ANY DIRECTION. 4.PLACE CONCRETE AT A MINIMUM DEPTH OF 5" FOR RAMPS, FLARES AND LANDINGS, UNLESS OTHERWISE DIRECTED. 5.PROVIDE A SMOOTH TRANSITION WHERE THE CURB RAMPS CONNECT TO THE STREET 6.RAMP SIDE SLOPE VARIES UNIFORMLY FROM A MAXIMUM OF UP TO 10.0% AT CURB TO CONFORM WITH LONGITUDINAL SIDEWALK SLOPE ADJACENT TO TOP OF THE RAMP. 7.REFER TO PLANS FOR ADJACENT SLOPES. 8.THE CROSS SLOPE OF THE RAMP SURFACE SHALL BE NO GREATER THAN 2.0%. 9.REFER TO SITE PLAN FOR DETECTABLE WARNING SURFACE LOCATIONS. 10.CROSS SLOPE NOT TO EXCEED 2% ON ANY PORTION OF RAMP OR TRANSITION TO STREET. CURB RAMP NOTES MIN 36" REFE R T O SIT E PL A N LANDING EQU AL R A M P SLO P E 2% MAX CROSS SLOPE NOT TO EXCEED 2% ON ANY PORTION OF RAMP OR TRANSITION TO STREET.8.3% MAX. 5'RAMP WI D T H 5' SIDEW A L K RAMP LIMITS OF PAYMENT 2% MAX DENOTES PLANTING OR NON-WALKING SURFACE. 5' LAN DI N G Filename: C:\Users\ThurmanParsons\Desktop\CAD-LAMBERT\C10.0 DETAILS.dwg Plotted: 4/24/2024 11:10:03 AM Plot Device: None Plotted by: Thurman ParsonsTHIS DRAWING AND RELATED SPECIFICATIONS, INCLUDING ALL DOCUMENTS ON ELECTRONIC MEDIA, WERE PREPARED BY ABLE ENGINEERING, PLLC. AS INSTRUMENTS OF SERVICE AND SHALL REMAIN THE PROPERTY OF ABLE ENGINEERING. THE INFORMATION SHOWN HEREON SHALL BE USED ONLY BY THE CLIENT TO WHOM SERVICES ARE RENDERED AND ONLY FOR THEPURPOSE OF DESCRIBING, CONSTRUCTING, OR INSTALLING THE WORK SHOWN HEREON AT THE DESIGNATED LOCATION ON THE SPECIFIED SITE. ANY UNAUTHORIZED USE OF THESE DOCUMENTS, INCLUDING WITHOUT LIMITATION REPRODUCTION OR ALTERATION, IS STRICTLY PROHIBITED AND SHALL CAUSE THE WAIVER OF ANY EXPRESSED WARRANTIES AND ALSO SEVERANY LIABILITIES WHICH MAY ARISE FROM THE CONSTRUCTION, USE OR RESULT OF SUCH UNAUTHORIZED USE OR CHANGES.STEVEN SCOGGINS 6406 REDSTONE DRIVE ARLINGTON, TEXAS 817-965-0763 LAMBERT HOMEHEADQUARTERSA PORTION OF LOT 3 - PARKWAY OFFICE CENTERAND 1.423 ACRES OUT OF THETHOMAS M. HOOD SURVEY, A-7061700 N. WHITE CHAPEL ROADSOUTHLAKE, TARRANT COUNTY, TEXASDATE: 04/22/2024 REVISION: CONCEPT AND SITE PLAN SUBMITTAL CASE #: ZA24-0009 CONCEPT AND SITE PLAN 2' 5° 0.5'R 1' 0.33' TYP. 1' 1.67'R 2'R 23° WHITE REFLECTIVE TRAFFIC PAINT (SEE SPECS.) OR PER CITY CODE. 0.25'1.5' 0.5' ℄ LINE PARKING SPACE2'5.5' 30' 20' 10' R 30' 25' 20' W 30'MIN. 30'MIN. 30'MIN. WR FIRE LANE MARKING N.T.S. FIRE LANE STRIPING SHALL BE 6" RED STRIPES WITH 4" INCH WHITE LETTERS READING "NO PARKING FIRE LANE" STRIPING SHALL BE PLACED ON THE TOP EDGE OF THE SIDEWALK ABUTTING THE PAVED DRIVE OR AS SPECIFIED BY LOCAL REQUIREMENTS.6"25'WWR R W W = WIDTH (FEET) OF FIRE LANE R = RADIUS NECESSARY TO ACCOMMODATE FIRE VEHICLES WR= TURNING RADIUS PAVEMENT WIDTH ACCESSIBLE PARKING SPACE SYMBOL N.T.S 1'-6"3'-0"48" MIN - 80" MAX3'-0"ACCESSIBLE VAN RESERVED PARKING 3" GALVANIZED STEEL POST USE 6" PIPE BOLLARD FILLED W/CONCRETE AND PAINTED TRAFFIC YELLOW ONLY WHEN SIGN IS IN PAVED AREA OR SIDEWALK SLOPE TOP OF CONCRETE GROUND/PAVING SURFACE 3500 P.S.I. P.C. CONCRETE SEE BREAK AWAY CHANNEL POST WHEN PIPE BOLLARD IS NOT REQUIRED. 3" SIGNAGE OTHER THAN ACCESSIBLE (PED XING, STOP, ETC.) ACCESSIBLE PARKING SIGN N.T.S. NOTE (R7-8 SIGN): THIS IS A STANDARD SIGN AND MAY BE ORDERED FROM ANY TRAFFIC SIGN SUPPLIER BY NUMBER. THE ARROW SHOULD BE OMITTED WHERE THERE IS ONLY ONE SPACE. THE ARROW MAY ALSO BE MADE TO POINT IN ONLY ONE DIRECTION. THE ARROW MAY ALSO BE REPLACED BY "TIME" SUCH AS 9 AM - 5 PM WHERE A PART-TIME RESTRICTION EXISTS. THE SIGN MUST BE SUPPLEMENTED WITH A "VAN ACCESSIBLE" SIGN AS APPLICABLE AND/OR AMOUNT OF THE FINE FOR ILLEGALLY PARKING IN THE RESERVED SPACE(S) A MUNICIPALITY MAY IMPOSE. CONFIRM WITH LOCAL REGULATIONS.212"4"212"9"2-1/2" DIA. GALVANIZED STEEL SLEEVE. (DOUBLE EXTRA STRONG PIPE) 3" DIA. GALVANIZED STEEL POST (STANDARD PIPE) 2-5/16" DIA. CADMIUM PLATED STEEL BOLTS W/HEX NUTS. BASE DETAIL IN LAWN OR LANDSCAPED AREAS (TYP. FOR ANY SIGN APPLICATION) N.T.S.2"4 TIMES POST DIA. 3"(TYP.)CHAIN LINK FABRIC6'-0"10'-0" MAX.6.0'6.0' 3'-6" MIN. GATE OR CORNER POSTS 2,500 PSI PC CONCRETE (TYP.) 3'-0" MIN. LINE POSTS CHAINLINK FENCE WITH DOUBLE GATE N.T.S. 6.0' 5.58'9"4"ANCHOR CURB STOP TO PAVEMENT WITH 2 #4 REBAR, 18" LONG CONCRETE CURB STOP N.T.S. 2.875" (5.79 lb/ft) LINE POST 4" (9.1 lb/ft) POST (END, CORNER, PULL) BLACK PVC COATED 9 GAUGE FABRIC PROVIDE BRASS COMBINATION LOCK FOR GATES NOTE FENCE MATERIALS AND INSTALLATION SHALL COMPLY WITH CLFMI (CHAIN LINK FENCE MATERIAL INSTALLATION), LATEST ADDITION PRODUCT MANUAL. ACCESSIBLE PARKING DETAIL N.T.S. NO PARKING NO PARKING 2 NOTES: PER TEXAS ACCESSIBILITY STANDARDS §68.104, A PAVED ACCESSIBLE PARKING SPACE MUST INCLUDE THE FOLLOWING: 1.THE INTERNATIONAL SYMBOL OF ACCESSIBILITY PAINTED CONSPICUOUSLY ON THE SURFACE IN A COLOR THAT CONTRASTS THE PAVEMENT. 2.THE WORDS "NO PARKING" SHALL BE PAINTED ON ANY ACCESS AISLE ADJACENT TO THE ADA ACCESSIBLE PARKING SPACE. THE WORDS MUST BE PAINTED TO MEET THE FOLLOWING CRITERIA: (A) ALL CAPITAL LETTERS (B) LETTER HEIGHT MUST EQUAL AT LEAST 12" (C) THE WORDS SHALL BE CENTERED WITHIN EACH ACCESS AISLE ADJACENT TO THE PARKING SPACE. 3.A SIGN IDENTIFYING THE CONSEQUENCES OF PARKING ILLEGALLY IN A PAVED ACCESSIBLE PARKING SPACE. THE SIGN MUST INCLUDE THE FOLLOWING: (A) AT A MINIMUM STATE "VIOLATORS SUBJECT TO FINE AND TOWING" IN A LETTER HEIGHT OF AT LEAST ONE INCH. (B) BE MOUNTED ON A POLE, POST, WALL OR FREESTANDING BOARD. (C) BE NO MORE THAN EIGHT INCHES BELOW A SIGN REQUIRED BY TEXAS ACCESSIBILITY STANDARDS, 502.6. (D) BE INSTALLED SO THAT THE BOTTOM EDGE OF THE SIGN IS NO LOWER THAN 48 INCHES AND NO HIGHER THAN 80 INCHES ABOVE GROUND LEVEL. 1 3 CONTRACTOR SHALL PAINT 4" THICK WHITE STRIPING @ 2.0' O.C.E.W. AROUND PERIMETER OF "NO PARKING" LETTERS 2.0' BASE OF WALL AT PROPOSED GRADE TOP OF WALL FRONT FACE ±4' MAX HEIGHTMAX. 3 UNITS BELOW GRADE MIN. 6" LEVELING PAD RETAINING WALL FENCE DETAIL N.T.S. Designed By: Typical Gravity Wall Section Compac II Unit - 1" Setback Foundation Soil Finished Grade Unreinforced Concrete or Crushed Stone Leveling Pad Design HeightRetained Soil Unit Drainage Fill (3/4" Crushed Rock or Stone) 24" Keystone Compac II Unit Keystone Cap Unit8" Min. Low Permeable Soil 4" Perforated PVC Drainage Tile Wrapped in Filter Fabric (If Required) Approximate Limits of Excavation Section Leveling Pad Detail W6" W + 12" Elevation 6" Crushed Rock or Unreinforced Concrete Leveling Pad 8" or 16" Step Note: 1. The leveling pad is to be constructed of crushed stone or 2000 psi ± unreinforced concrete. 1/2" x 5 1/4" Fiberglass Pins Front Face Top of Wall Steps (2) - 4" Cap Units or (1) - 8" Cap Unit Note: 1. Secure all cap units with Keystone Kapseal or equal. Compac II Unit 8" Depth: Height: 12" Width:18" Weight:82 lbs Compac II Unit/Base Pad Isometric Section View Cap Unit Weight: Height: Depth: Width: 45 lbs 18" 10 1/2" 4" Compac II Unit Compac II Elevation Compac II Plan Cap Unit Elevation Cap Unit Plan12'' ±18''8''4''18''10 1/2" ±18''10 1/2" ±4''Cap Unit Elevation Cap Unit Plan Geogrid is to be Placed on Level Backfill and Extended Over the Fiberglass Pins. Place Next Unit. Pull Grid Taught and Backfill. Stake as required. Grid & Pin ConnectionStrength DirectionUniversal Cap Unit Option 3-Plane Split Cap Unit Option Dimensions & Availability Will Vary by Region Dimensions & Availability Will Vary by Region Dimensions May Vary by Region Dimensions & Weight May Vary by Region Base Leveling Pad Notes: 1. The leveling pad is to be constructed of crushed stone or 2,000 psi± unreinforced concrete 2.The base foundation is to be approved by the site geotechnical engineer prior to placement of the leveling pad. 8" Keystone Unit 4" Cap Unit 1" - 1 1/4" 8" Excavation Limits 6" Crushed Rock or Unreinforced Concrete Leveling Pad Unit Face C10.1 SITE DETAILS 4-1-2024 XX X X X X X X X X X X X X X X OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH EOHEOHEOHEOHEOHEOHEOHEOHEEXISTING TREE TO REMAIN, TYP. EXISTING TREE TO BE REMOVED, TYP. 1 2 3 4 5 6 7 8 9 10 11 12 13 14XXXXXX X X X X X X X X X X OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH EOHEOHEOHEOHEOHEOHEOHEOHE P-CO P-FHSS P-MH SS P-MH BUILDING #1 ONE STORY (±8,692 s.f.) FFE=650.00VAN VANP-WM P-CO GMC 300 PROCEPTOR SS P-MH P-FDC P-CO P-CO P-CO P-CO P-CO P-CO P-FH 15 16 17 18 19 STA TE O F T E XASTCETHI R C A EPACSDNALDEE GEISRRT572 4AMANARICHDW. A RDSONa W R AWR Designs, LLC P.O. Box 1746 Aledo, Texas 76008 amanda@awr-designs.com c. 512.517.5589 STEVEN SCOGGINS 6406 REDSTONE DRIVE ARLINGTON, TEXAS 817-965-0763 LAMBERT HOMEHEADQUARTERS1700 N. WHITE CHAPEL ROADSOUTHLAKE, TEXASDATE: 04/01/2024 REVISION: CONCEPT AND SITE PLAN SUBMITTAL CASE #: ZA24-0009 CONCEPT AND SITE PLAN L1.1 TREE PRESERVATION PLAN TREE PRESERVATION LEGEND TREE TO BE REMOVED TREE TO REMAIN TREE PRESERVATION FENCING GRAPHIC SCALE FEET04020 SFDOH 1"=20 - 0" TREE PRESERVATION NOTES CONSTRUCTION METHODS: BORING: BORING OF UTILITIES UNDER PROTECTED TREES MAY BE REQUIRED. WHEN REQUIRED, THE MINIMUM LENGTH OF THE BORE SHALL BE THE WIDTH OF THE CRITICAL ROOT ZONE AND SHALL BE A MINIMUM DEPTH OF FORTY (48) INCHES. TRENCHING: ALL TRENCHING SHALL BE DESIGNED TO AVOID TRENCHING ACROSS CRITICAL ROOT ZONES OF ANY PROTECTED TREE. THE PLACEMENT OF UNDERGROUND UTILITY LINES SUCH AS ELECTRIC, PHONE, GAS, ETC., IS ENCOURAGED TO BE LOCATED OUTSIDE THE CRITICAL ROOT ZONE. TRENCHING FOR IRRIGATION SYSTEMS SHALL BE PLACED OUTSIDE THE CRITICAL ROOT ZONE EXCEPT THE MINIMUM REQUIRED SINGLE HEAD SUPPLY LINE. THIS LINE IS ALLOWED TO EXTEND INTO THE CRITICAL ROOT ZONE PERPENDICULAR TO THE TREE TRUNK WITH THE LEAST POSSIBLE DISTURBANCE. TREES TO BE REMOVED: ALL TREES TO BE REMOVED FROM THE SITE SHALL BE FLAGGED BY THE CONTRACTOR WITH BRIGHT RED VINYL TAPE WRAPPED AROUND THE MAIN TRUNK AT A HEIGHT OF FOUR (4') FEET ABOVE GRADE. TREES TO REMAIN: ALL TREES TO REMAIN, AS NOTED ON DRAWINGS, SHALL HAVE PROTECTIVE FENCING LOCATED AT THE TREE'S DRIP LINE. THE PROTECTIVE FENCING SHALL BE LOCATED AS INDICATED ON THE TREE PROTECTION DETAIL. EXISTING TREES NOTED TO REMAIN SHALL BE PROTECTED DURING CONSTRUCTION FROM DAMAGE AND COMPACTION OF SOIL UNDER AND AROUND DRIP LINE OF TREE. UNDER NO CIRCUMSTANCE SHALL THE CONTRACTOR PRUNE ANY PORTION OF THE DAMAGED TREE WITHOUT THE PRIOR APPROVAL BY THE OWNER'S AUTHORIZED REPRESENTATIVE. PROHIBITED ACTIVITIES IN CRITICAL ROOT ZONE: THE FOLLOWING ACTIVITIES ARE PROHIBITED IN THE AREAS NOTED AS THE CRITICAL ROOT ZONE. MATERIAL STORAGE: NO MATERIALS INTENDED FOR USE IN CONSTRUCTION, OR WASTE MATERIALS ACCUMULATED DUE TO EXCAVATION OR DEMOLITION, SHALL BE PLACED WITHIN THE LIMITS OF THE CRITICAL ROOT ZONE OF ANY PROTECTED TREE. EQUIPMENT CLEANING/LIQUID DISPOSAL: NO EQUIPMENT SHALL BE CLEANED, OR OTHER LIQUIDS DEPOSITED OR ALLOWED WITHIN THE LIMITS OF THE CRITICAL ROOT ZONE OF A PROTECTED TREE. THIS INCLUDES, WITHOUT LIMITATION: PAINT, OIL, SOLVENTS, ASPHALT, CONCRETE, MORTAR OR SIMILAR MATERIALS. TREE ATTACHMENTS: NO SIGNS, WIRES, OR OTHER ATTACHMENTS, OTHER THAN THOSE OF A PROTECTIVE NATURE, SHALL BE ATTACHED TO ANY PROTECTED TREE. VEHICULAR TRAFFIC: NO VEHICULAR AND/OR CONSTRUCTION, EQUIPMENT, TRAFFIC, OR PARKING SHALL TAKE PLACE WITHIN THE LIMITS OF THE CRITICAL ROOT ZONE OF ANY PROTECTED TREE OTHER THAN ON EXISTING STREET PAVEMENT. GRADE CHANGES: A MINIMUM OF 75% OF THE DRIP LINE AND ROOT ZONE SHALL BE PRESERVED AT NATURAL GRADE. ANY FINE GRADING DONE WITHIN THE CRITICAL ROOT ZONES OF THE PROTECTED TREES MUST BE DONE WITH LIGHT MACHINERY SUCH AS A BOBCAT OR LIGHT TRACTOR. NO EARTH MOVING EQUIPMENT WITH TRACKS IS ALLOWED WITHIN THE CRITICAL ROOT ZONE OF THE TREES. PROCEDURES REQUIRED PRIOR TO CONSTRUCTION: PROTECTIVE FENCING: PRIOR TO CONSTRUCTION, THE CONTRACTOR OR SUBCONTRACTOR SHALL CONSTRUCT AND MAINTAIN, FOR EACH PROTECTED TREE ON A CONSTRUCTION SITE, A PROTECTIVE FENCING WHICH ENCIRCLES THE OUTER LIMITS OF THE CRITICAL ROOT ZONE OF THE TREE TO PROTECT IT FROM CONSTRUCTION ACTIVITY. ALL PROTECTIVE FENCING SHALL BE IN PLACE PRIOR TO COMMENCEMENT OF ANY SITE WORK, AND REMAIN IN PLACE UNTIL ALL EXTERIOR WORK HAS BEEN COMPLETED. BARK PROTECTION: IN SITUATIONS WHERE A PROTECTED TREE REMAINS IN THE IMMEDIATE AREA OF INTENDED CONSTRUCTION, AND THE LANDSCAPE ARCHITECT OR OWNERS'S REPRESENTATIVE DETERMINES THE TREE BARK TO BE IN DANGER OF DAMAGE BY CONSTRUCTION EQUIPMENT OR OTHER ACTIVITY, THE CONTRACTOR OR SUBCONTRACTOR SHALL PROTECT THE TREE BY ENCLOSING THE ENTIRE CIRCUMFERENCE OF THE TREE WITH 2"X4" LUMBER ENCIRCLED WITH WIRE OR OTHER MEANS THAT DO NOT DAMAGE THE TREE. THE INTENT IS TO PROTECT THE BARK OF THE TREE AGAINST INCIDENTAL CONTACT BY LARGE CONSTRUCTION EQUIPMENT. TREE PROTECTION FENCING N.T.S. 1 METAL T-POST 2'-3' IN GROUND ORANGE VINYL OR CHAIN LINK FENCE TO REMAIN DURING CONSTRUCTION NO GRADING SHALL OCCUR WITHIN LIMITS OF DRIPLINE EXISTING TREE NO ENTRY SIGNAGE 4' MIN.BORING: BORING OF UTILITIES UNDER PROTECTED TREES SHALL BE REQUIRED IN CIRCUMSTANCES WHERE IT IS NOT POSSIBLE TO TRENCH AROUND THE CRITICAL ROOT ZONE OF THE PROTECTED TREE. WHERE 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 FORTY EIGHT (48") INCHES. TRENCH = 40% ROOT KILL TUNNELING SAVES ROOTS PROTECTED TREE DRIP LINE BORING AND TUNNELING N.T.S. 2 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" X 4" LUMBER ENCIRCLED WITH WIRE OR OTHER MEANS THAT DO NOT DAMAGE THE BARK OF THE TREE. THE INTENT IS TO PROTECT THE TRUNK OF THE TREE AGAINST INCIDENTAL CONTACT BY LARGE CONSTRUCTION EQUIPMENT. 2" X 4" LUMBER WIRE FINISH GRADE BARK PROTECTION N.T.S. 3 REFER TO SECTION 9.8 OF SOUTHLAKE CITY ORDINANCE 585-E FOR ADDITIONAL TREE PROTECTION AND PRESERVATION CONSTRUCTION METHODS. XX X X X X X X X X X X X X X X OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH EOHEOHEOHEOHEOHEOHEOHEOHEXXXXXXXXX X X X X X X X OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH EOHEOHEOHEOHEOHEOHEOHEOHE P-CO P-FHSS P-MH SS P-MH BUILDING #1 ONE STORY (±8,692 s.f.) FFE=650.00VAN VANP-WM P-CO GMC 300 PROCEPTOR SS P-MH P-FDC P-CO P-CO P-CO P-CO P-CO P-CO P-FH 120 GL 3 CMN BERMUDA SOLID SOD, TYP. BERMUDA SOLID SOD, TYP. DECOMPOSED GRANITE, TYP. 1 CP 125 SC 17 AB 3 BO 3 TS 9 MS 28 DY 4 MS 20 DY 125 GL 1 RO 3 CMB 9 MS 12 LOR 7 MS 8 LOR 12 LOR 17 AB 6 CMB 1 CP 3 VIT 37 NRS 3 VIT 1 RO 150 GL 2 RO 11 MS 7 CMB 5 VIT 1 RO 3 NRS 2 RO 1 CMB 1 RO 3 VIT 2 RO 160 GL 11 MS 3 CO 5 CMN 20 TS 8 MS 5 CMN 15 GM 9 LOR 10 GM 4 BC 5 VIT PHASE 2 AREA TO BE DECOMPOSED GRANITE UNTIL CONSTRUCTION COMMENCES, TYP. LOW RETAINING WALL, TYP. 3 DY 18'-0"15'-0"150 AJ60 AJ 200 AJ 3 VIT 350 AJ 2 CMN 13 LOR 6 MS 1 CMN 1 CMN 90 AJ 2 CO 1 CO CONCRETE SEATING AREA SALT FINISH, JOINTS AS SHOWN, TYP. 1 0 ' - 0 "10'-0"STA TE O F T E XASTCETHI R C A EPACSDNALDEE GEISRRT572 4AMANARICHDW. A RDSONa W R AWR Designs, LLC P.O. Box 1746 Aledo, Texas 76008 amanda@awr-designs.com c. 512.517.5589 STEVEN SCOGGINS 6406 REDSTONE DRIVE ARLINGTON, TEXAS 817-965-0763 LAMBERT HOMEHEADQUARTERS1700 N. WHITE CHAPEL ROADSOUTHLAKE, TEXASDATE: 04/01/2024 REVISION: CONCEPT AND SITE PLAN SUBMITTAL CASE #: ZA24-0009 CONCEPT AND SITE PLAN L1.2 LANDSCAPE PLAN GRAPHIC SCALE FEET04020 SFDOH 1"=20' - 0" GENERAL LAWN NOTES 1.CONTRACTOR SHALL COORDINATE OPERATIONS AND AVAILABILITY OF EXISTING TOPSOIL WITH ON-SITE CONSTRUCTION MANAGER 2.LAWN AREAS SHALL BE LEFT 1" BELOW FINAL FINISHED GRADE PRIOR TO TOPSOIL INSTALLATION. 3.CONTRACTOR TO FIND GRADE AREAS TO ACHIEVE FINAL CONTOURS AS SHOWN ON CIVIL DRAWINGS. POSITIVE DRAINAGE SHALL BE PROVIDED AWAY FROM ALL BUILDINGS. ROUNDING AT TOP AND BOTTOM OF SLOPES SHALL BE PROVIDED AND IN OTHER BREAKS IN GRADE. CORRECT AREAS WHERE STANDING WATER MAY OCCUR. 4.ALL LAWN AREAS SHALL BE FINE GRADED, IRRIGATION TRENCHES COMPLETELY SETTLED AND FINISH GRADE APPROVED BY THE OWNER'S CONSTRUCTION MANAGER OR LANDSCAPE ARCHITECT PRIOR TO LAWN INSTALLATION. 5.CONTRACTOR SHALL REMOVE ALL ROCKS 3/4" IN DIAMETER AND LARGER. REMOVE ALL DIRT CLODS, STICKS, CONCRETE SPOILS, TRASH ETC PRIOR TO PLACING TOPSOIL AND GRASS INSTALLATION. 6.CONTRACTOR SHALL MAINTAIN ALL LAWN AREAS UNTIL FINAL ACCEPTANCE. 7.CONTRACTOR SHALL GUARANTEE ESTABLISHMENT OF ACCEPTABLE TURF AREA AND SHALL PROVIDE REPLACEMENT IF NECESSARY. SOLID SOD: 1.SOLID SOD SHALL BE PLACED ALONG ALL IMPERVIOUS EDGES, AT A MINIMUM. THIS SHALL INCLUDE CURBS, WALKS, INLETS, MANHOLES AND PLANTING BED AREAS. SOD SHALL COVER OTHER AREAS COMPLETELY AS INDICATED BY PLAN. 2.SOD SHALL BE STRONGLY ROOTED DROUGHT RESISTANT SOD, NOT LESS THAN 2 YEARS OLD, FREE OF WEEDS AND UNDESIRABLE NATIVE GRASS AND MACHINE CUT TO PAD THICKNESS OF 3/4" (+1/4"), EXCLUDING TOP GROWTH AND THATCH. 3.LAY SOD BY HAND TO COVER INDICATED AREAS COMPLETELY, ENSURING EDGES ARE TOUCHING WITH TIGHTLY FITTING JOINTS, NO OVERLAPS WITH STAGGERED STRIPS TO OFFSET JOINTS. 4.TOP DRESS JOINTS IN SOD BY HAND WITH TOPSOIL TO FILL VOIDS IF NECESSARY 5.SOD SHALL BE ROLLED TO CREATE A SMOOTH EVEN SURFACE. SOD SHOULD BE WATERED THOROUGHLY DURING INSTALLATION PROCESS. 6.SHOULD INSTALLATION OCCUR BETWEEN OCTOBER 1ST AND MARCH 1ST, OVERSEED BERMUDAGRASS SOD WITH WINTER RYEGRASS AT A RATE OF 4 POUNDS PER 1000 S.F. HYDROMULCH: 1.SCARIFY AND LOOSEN ALL AREAS TO BE HYDROMULCHED TO A MINIMUM DEPTH OF 4" PRIOR TO TOPSOIL AND HYDROMULCH INSTALLATION. 2.BERMUDA GRASS SEED SHALL BE EXTRA HULLED, TREATED LAWN TYPE. SEED SHALL BE DELIVERED TO THE SITE IN ITS ORIGINAL UNOPENED CONTAINER AND SHALL MEET ALL STATE/LOCAL LAW REQUIREMENTS. 3.FIBER SHALL BE 100% WOOD CELLULOSE FIVER, DELIVERED TO THE SITE IN ITS ORIGINAL UNOPENED CONTAINER AS MANUFACTURED BY "CONWEB' OR EQUAL. 4.FIBER TACK SHALL BE DELIVERED TO THE SITE IN ITS UNOPENED CONTAINER AND SHALL BE 'TERRO-TACK ONE', AS MANUFACTURED BY GROWERS, INC OR APPROVED EQUAL. 5.HYDROMULCH WITH BERMUDA GRASS SEET AT A RATE OF 2 POUNDS PER 1000 S.F. 6.USE A BATTER BOARD AGAINST ALL BED AREAS TO PREVENT OVER SPRAY. 7.IF INADEQUATE MOISTURE IS PRESENT IN SOIL, APPLY WATER AS NECESSARY FOR OPTIMUM MOISTURE FOR SEED APPLICATION. 8.IF INSTALLATION OCCURS BETWEEN SEPTEMBER 1ST AND MAY 1ST, ALL HYDORMULCH AREAS SHALL BE OVER-SEEDED WITH WINTER RYE GRASS AT A RATE OF FOUR POUNDS PER ONE THOUSAND SQUARE FEET. CONTRACTOR SHALL BE REQUIRED TO RE-HYDROMULCH WITH BERMUDA GRASS THE FOLLOWING GROWING SEASON AS PART OF THIS CONTRACT. 9.AFTER APPLICATION, NO EQUIPMENT SHALL OPERATE OVER APPLIED AREAS. WATER SEEDED AREAS IMMEDIATELY AFTER INSTALLATION TO SATURATION. 10.ALL LAWN AREAS TO BE HYDROMULCHED SHALL ACHIEVE 100% COVERAGE PRIOR TO FINAL ACCEPTANCE. LANDSCAPE NOTES 1.CONTRACTOR TO VERIFY AND LOCATE ALL PROPOSED AND EXISTING ELEMENTS. NOTIFY LANDSCAPE ARCHITECT OR DESIGNATED REPRESENTATIVE FOR ANY LAYOUT DISCREPANCIES OR ANY CONDITION THAT WOULD PROHIBIT THE INSTALLATION AS SHOWN. SURVEY DATA OF EXISTING CONDITIONS WAS SUPPLIED BY OTHERS 2.CONTRACTOR SHALL CALL 811 TO VERIFY AND LOCATE ANY AND ALL UTILITIES ON SITE PRIOR TO COMMENCING WORK. LANDSCAPE ARCHITECT SHOULD BE NOTIFIED OF ANY CONFLICTS. CONTRACTOR TO EXERCISE EXTREME CAUTION WHEN WORKING NEAR UNDERGROUND UTILITIES. 3.A MINIMUM OF 2% SLOPE SHALL BE PROVIDED AWAY FROM ALL STRUCTURES. 4.CONTRACTOR SHALL FINE GRADE AREAS TO ACHIEVE FINAL CONTOURS AS INDICATED. LEAVE AREAS TO RECEIVE TOPSOIL 3" BELOW FINAL FINISHED GRADE IN PLANTING AREAS AND 1" BELOW FINAL FINISHED GRADE IN LAWN AREAS. 5.LANDSCAPE ISLANDS SHALL BE CROWNED, AND UNIFORM THROUGHOUT THE SITE. 6.PLANTING AREAS AND SOD TO BE SEPARATED BY STEEL EDGING. NO STEEL EDGING SHALL BE INSTALLED ADJACENT TO BUILDINGS, WALKS OR CURBS. EDGING NOT TO BE MORE THAN 1/2" ABOVE FINISHED GRADE. 7.EDGING SHALL BE CUT AT 45 DEGREE ANGLE WHERE IT INTERSECTS WALKS AND/OR CURBS. 8.MULCH SHALL BE INSTALLED AT 1/2" BELOW THE TOPS OF SIDEWALKS AND CURBING. 9.QUANTITIES ON THESE PLANS ARE FOR REFERENCE ONLY. THE SPACING OF PLANTS SHOULD BE AS INDICATED ON PLANS OR OTHERWISE NOTED. ALL TREES AND SHRUBS SHALL BE PLANTED PER DETAILS. 10.CONTAINER GROWN PLANT MATERIAL IS PREFERRED HOWEVER BALL AND BURLAP PLANT MATERIAL CAN BE SUBSTITUTED IF NEED BE AND IS APPROPRIATE TO THE SIZE AND QUALITY INDICATED ON THE PLANT MATERIAL LIST. 11.TREES SHALL BE PLANTED AT A MINIMUM OF 5' FROM ANY UTILITY LINE, SIDEWALK OR CURB. TREES SHALL ALSO BE 10' CLEAR FROM FIRE HYDRANTS. 12.4" OF SHREDDED HARDWOOD MULCH (2" SETTLED THICKNESS) SHALL BE PLACED OVER WEED BARRIER FABRIC. MULCH SHALL BE SHREDDED HARDWOOD MULCH OR APPROVED EQUAL, PINE STRAW MULCH IS PROHIBITED. 13.WEED BARRIER FABRIC SHALL BE USED IN PLANT BEDS AND AROUND ALL TREES AND SHALL BE MIRAFI 1405 WEED BARRIER OR APPROVED EQUAL. 14.CONTRACTOR TO PROVIDE UNIT PRICING OF LANDSCAPE MATERIALS AND BE RESPONSIBLE FOR OBTAINING ALL LANDSCAPE AND IRRIGATION PERMITS. IRRIGATION: 1.ALL REQUIRED LANDSCAPE AREAS SHALL HAVE AN AUTOMATIC IRRIGATION SYSTEM WITH A FREEZE/RAIN SENSOR. SYSTEM SHALL ALSO HAVE AN ET WEATHER BASED CONTROLLER AND BE DESIGNED AND INSTALLED BY A LICENSED IRRIGATOR. MAINTENANCE REQUIREMENTS: 1.VEGETATION SHOULD BE INSPECTED REGULARLY TO ENSURE THAT PLANT MATERIAL IS ESTABLISHING PROPERLY AND REMAINS IN A HEALTHY GROWING CONDITION APPROPRIATE FOR THE SEASON. IF DAMAGED OR REMOVED, PLANTS MUST BE REPLACED BY A SIMILAR VARIETY AND SIZE. 2.MOWING, TRIMMING, EDGING AND SUPERVISION OF WATER APPLICATIONS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR UNTIL THE OWNER OR OWNER'S REPRESENTATIVE ACCEPTS AND ASSUMES REGULAR MAINTENANCE. 3.ALL LANDSCAPE AREAS SHOULD BE CLEANED AND KEPT FREE OF TRASH, DEBRIS, WEEDS AND OTHER MATERIAL. MISCELLANEOUS MATERIALS: 1.STEEL EDGING SHALL BE 3/16" X 4 X 16' DARK GREEN DURAEDGE STEEL LANDSCAPE EDGING UNLESS NOTED OTHERWISE ON PLANS/DETAILS. 2.RIVER ROCK SHALL BE ARIZONA RIVER ROCK, 2" - 4" DIAMETER. RIVER ROCK SHALL BE COMPACTED TO A MINIMUM OF 3" DEPTH OVER FILTER FABRIC. 3.DECOMPOSED GRANITE SHALL CONSIST OF A NATURAL MIX OF GRANITE AGGREGATE NOT TO EXCEED 1/8" IN DIAMETER AND COMPOSED OF VARIOUS STAGES OF DECOMPOSED EARTH BASE. DG SHALL BE PLACED OVER FILTER FABRIC AT A MINIMUM OF 3" DEPTH. 4.BOULDERS SHALL BE ON AVERAGE 36" X 24" X 24" AND A MIN. OF 500LBS. BOULDER TO BE SET IN GROUND ON A 1" SAND SETTING BED. APPROXIMATELY 2" BELOW FINISH GRADE. BOULDER SHOULD HAVE A WEATHERED FINISH. EACH BOULDER HAS A NATURAL TOP AND BOTTOM. ENSURE THAT THE BOULDER IS POSITIONED CORRECTLY BEFORE INSTALLATION. PRUNING AND TRIMMING NOTES 1.CONTRACTOR SHALL PRUNE ALL EXISTING TREES ON-SITE USING STANDARD GUIDELINES IN THE INDUSTRY. 2.ALL TREES SHALL BE TRIMMED SO THAT NATURAL SHAPES OF THE PLANTS ARE RETAINED. 3.DO NOT 'TOP' OR 'HEAD' TREES. 4.IF BALLING OR SHEARING OF TREES HAS OCCURRED IN THE PAST, DISCONTINUE THIS PRACTICE AND ALLOW PLANTS TO GROW INTO NATURAL SHAPE. 5.REMOVE SUCKERS, DEAD, DYING, DISEASED, BROKEN AND / OR WEAK BRANCHES FROM ALL TREES ALONG THE MAIN TRUNK STRUCTURE AND WITHIN THE BRANCHING AREA. 6.CONTRACTOR SHALL PRUNE EXISTING DECIDUOUS HARDWOOD BY REMOVING LOWER LIMBS TO RAISE THE CANOPY. THE BOTTOM OF THE CANOPY SHALL BE RAISED TO 12'-0" ABOVE GRADE FOR DECIDUOUS HARDWOOD TREES, WHEN POSSIBLE. THE INTEGRITY OF THE CANOPY AND STRUCTURE OF THE TREE SHALL BE MAINTAINED. DO NOT CUT OR PRUNE CENTRAL LEADERS. 7.CONTRACTOR SHALL THIN THE CANOPY BY ONE-FOURTH. PRUNE TREE TO EVENLY SPACE BRANCHES WITHIN THE CANOPY WHENEVER POSSIBLE. REMOVE THOSE LIMBS THAT CROSS OTHERS, DOUBLE LEADERS AND THOSE THAT EXCESSIVELY EXTEND BEYOND THE NATURAL CROWN OF THE TREE. 8.CONTRACTOR SHALL PROVIDE DEEP ROOT FEEDING AND INVIGORATION OF EXISTING TREES. THIS SHALL BE ORGANIC BASED NUTRIENTS BASED FOR ROOT GROWTH AND LEAF GROWTH STIMULATION. 9.CONTRACTOR SHALL BE REQUIRED TO CHIP ALL REMOVED BRANCHES, LEAFS, ETC. XX X X X X X X X X X X X X X X OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH EOHEOHEOHEOHEOHEOHEOHEOHEXXXXXXXXX X X X X X X X OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH EOHEOHEOHEOHEOHEOHEOHEOHE P-CO P-FHSS P-MH SS P-MH BUILDING #1 ONE STORY (±8,692 s.f.) FFE=650.00VAN VANP-WM P-CO GMC 300 PROCEPTOR SS P-MH P-FDC P-CO P-CO P-CO P-CO P-CO P-CO P-FH 120 GL 3 CMN BERMUDA SOLID SOD, TYP. BERMUDA SOLID SOD, TYP. DECOMPOSED GRANITE, TYP. 1 CP 125 SC 17 AB 3 BO 3 TS 9 MS 28 DY 4 MS 20 DY 125 GL 1 RO 3 CMB 9 MS 12 LOR 7 MS 8 LOR 12 LOR 17 AB 6 CMB 1 CP 3 VIT 37 NRS 3 VIT 1 RO 150 GL 2 RO 11 MS 7 CMB 5 VIT 1 RO 3 NRS 2 RO 1 CMB 1 RO 3 VIT 2 RO 160 GL 11 MS 3 CO 5 CMN 20 TS 8 MS 5 CMN 15 GM 9 LOR 10 GM 4 BC 5 VIT PHASE 2 AREA TO BE DECOMPOSED GRANITE UNTIL CONSTRUCTION COMMENCES, TYP. LOW RETAINING WALL, TYP. 3 DY 18'-0"15'-0"150 AJ60 AJ 200 AJ 3 VIT 350 AJ 2 CMN 13 LOR 6 MS 1 CMN 1 CMN 90 AJ 2 CO 1 CO CONCRETE SEATING AREA SALT FINISH, JOINTS AS SHOWN, TYP. 1 0 ' - 0 "10'-0"STA TE O F T E XASTCETHI R C A EPACSDNALDEE GEISRRT572 4AMANARICHDW. A RDSONa W R AWR Designs, LLC P.O. Box 1746 Aledo, Texas 76008 amanda@awr-designs.com c. 512.517.5589 STEVEN SCOGGINS 6406 REDSTONE DRIVE ARLINGTON, TEXAS 817-965-0763 LAMBERT HOMEHEADQUARTERS1700 N. WHITE CHAPEL ROADSOUTHLAKE, TEXASDATE: 04/01/2024 REVISION: CONCEPT AND SITE PLAN SUBMITTAL CASE #: ZA24-0009 CONCEPT AND SITE PLAN L1.2 LANDSCAPE PLAN GRAPHIC SCALE FEET04020 SFDOH 1"=20' - 0" GENERAL LAWN NOTES 1.CONTRACTOR SHALL COORDINATE OPERATIONS AND AVAILABILITY OF EXISTING TOPSOIL WITH ON-SITE CONSTRUCTION MANAGER 2.LAWN AREAS SHALL BE LEFT 1" BELOW FINAL FINISHED GRADE PRIOR TO TOPSOIL INSTALLATION. 3.CONTRACTOR TO FIND GRADE AREAS TO ACHIEVE FINAL CONTOURS AS SHOWN ON CIVIL DRAWINGS. POSITIVE DRAINAGE SHALL BE PROVIDED AWAY FROM ALL BUILDINGS. ROUNDING AT TOP AND BOTTOM OF SLOPES SHALL BE PROVIDED AND IN OTHER BREAKS IN GRADE. CORRECT AREAS WHERE STANDING WATER MAY OCCUR. 4.ALL LAWN AREAS SHALL BE FINE GRADED, IRRIGATION TRENCHES COMPLETELY SETTLED AND FINISH GRADE APPROVED BY THE OWNER'S CONSTRUCTION MANAGER OR LANDSCAPE ARCHITECT PRIOR TO LAWN INSTALLATION. 5.CONTRACTOR SHALL REMOVE ALL ROCKS 3/4" IN DIAMETER AND LARGER. REMOVE ALL DIRT CLODS, STICKS, CONCRETE SPOILS, TRASH ETC PRIOR TO PLACING TOPSOIL AND GRASS INSTALLATION. 6.CONTRACTOR SHALL MAINTAIN ALL LAWN AREAS UNTIL FINAL ACCEPTANCE. 7.CONTRACTOR SHALL GUARANTEE ESTABLISHMENT OF ACCEPTABLE TURF AREA AND SHALL PROVIDE REPLACEMENT IF NECESSARY. SOLID SOD: 1.SOLID SOD SHALL BE PLACED ALONG ALL IMPERVIOUS EDGES, AT A MINIMUM. THIS SHALL INCLUDE CURBS, WALKS, INLETS, MANHOLES AND PLANTING BED AREAS. SOD SHALL COVER OTHER AREAS COMPLETELY AS INDICATED BY PLAN. 2.SOD SHALL BE STRONGLY ROOTED DROUGHT RESISTANT SOD, NOT LESS THAN 2 YEARS OLD, FREE OF WEEDS AND UNDESIRABLE NATIVE GRASS AND MACHINE CUT TO PAD THICKNESS OF 3/4" (+1/4"), EXCLUDING TOP GROWTH AND THATCH. 3.LAY SOD BY HAND TO COVER INDICATED AREAS COMPLETELY, ENSURING EDGES ARE TOUCHING WITH TIGHTLY FITTING JOINTS, NO OVERLAPS WITH STAGGERED STRIPS TO OFFSET JOINTS. 4.TOP DRESS JOINTS IN SOD BY HAND WITH TOPSOIL TO FILL VOIDS IF NECESSARY 5.SOD SHALL BE ROLLED TO CREATE A SMOOTH EVEN SURFACE. SOD SHOULD BE WATERED THOROUGHLY DURING INSTALLATION PROCESS. 6.SHOULD INSTALLATION OCCUR BETWEEN OCTOBER 1ST AND MARCH 1ST, OVERSEED BERMUDAGRASS SOD WITH WINTER RYEGRASS AT A RATE OF 4 POUNDS PER 1000 S.F. HYDROMULCH: 1.SCARIFY AND LOOSEN ALL AREAS TO BE HYDROMULCHED TO A MINIMUM DEPTH OF 4" PRIOR TO TOPSOIL AND HYDROMULCH INSTALLATION. 2.BERMUDA GRASS SEED SHALL BE EXTRA HULLED, TREATED LAWN TYPE. SEED SHALL BE DELIVERED TO THE SITE IN ITS ORIGINAL UNOPENED CONTAINER AND SHALL MEET ALL STATE/LOCAL LAW REQUIREMENTS. 3.FIBER SHALL BE 100% WOOD CELLULOSE FIVER, DELIVERED TO THE SITE IN ITS ORIGINAL UNOPENED CONTAINER AS MANUFACTURED BY "CONWEB' OR EQUAL. 4.FIBER TACK SHALL BE DELIVERED TO THE SITE IN ITS UNOPENED CONTAINER AND SHALL BE 'TERRO-TACK ONE', AS MANUFACTURED BY GROWERS, INC OR APPROVED EQUAL. 5.HYDROMULCH WITH BERMUDA GRASS SEET AT A RATE OF 2 POUNDS PER 1000 S.F. 6.USE A BATTER BOARD AGAINST ALL BED AREAS TO PREVENT OVER SPRAY. 7.IF INADEQUATE MOISTURE IS PRESENT IN SOIL, APPLY WATER AS NECESSARY FOR OPTIMUM MOISTURE FOR SEED APPLICATION. 8.IF INSTALLATION OCCURS BETWEEN SEPTEMBER 1ST AND MAY 1ST, ALL HYDORMULCH AREAS SHALL BE OVER-SEEDED WITH WINTER RYE GRASS AT A RATE OF FOUR POUNDS PER ONE THOUSAND SQUARE FEET. CONTRACTOR SHALL BE REQUIRED TO RE-HYDROMULCH WITH BERMUDA GRASS THE FOLLOWING GROWING SEASON AS PART OF THIS CONTRACT. 9.AFTER APPLICATION, NO EQUIPMENT SHALL OPERATE OVER APPLIED AREAS. WATER SEEDED AREAS IMMEDIATELY AFTER INSTALLATION TO SATURATION. 10.ALL LAWN AREAS TO BE HYDROMULCHED SHALL ACHIEVE 100% COVERAGE PRIOR TO FINAL ACCEPTANCE. LANDSCAPE NOTES 1.CONTRACTOR TO VERIFY AND LOCATE ALL PROPOSED AND EXISTING ELEMENTS. NOTIFY LANDSCAPE ARCHITECT OR DESIGNATED REPRESENTATIVE FOR ANY LAYOUT DISCREPANCIES OR ANY CONDITION THAT WOULD PROHIBIT THE INSTALLATION AS SHOWN. SURVEY DATA OF EXISTING CONDITIONS WAS SUPPLIED BY OTHERS 2.CONTRACTOR SHALL CALL 811 TO VERIFY AND LOCATE ANY AND ALL UTILITIES ON SITE PRIOR TO COMMENCING WORK. LANDSCAPE ARCHITECT SHOULD BE NOTIFIED OF ANY CONFLICTS. CONTRACTOR TO EXERCISE EXTREME CAUTION WHEN WORKING NEAR UNDERGROUND UTILITIES. 3.A MINIMUM OF 2% SLOPE SHALL BE PROVIDED AWAY FROM ALL STRUCTURES. 4.CONTRACTOR SHALL FINE GRADE AREAS TO ACHIEVE FINAL CONTOURS AS INDICATED. LEAVE AREAS TO RECEIVE TOPSOIL 3" BELOW FINAL FINISHED GRADE IN PLANTING AREAS AND 1" BELOW FINAL FINISHED GRADE IN LAWN AREAS. 5.LANDSCAPE ISLANDS SHALL BE CROWNED, AND UNIFORM THROUGHOUT THE SITE. 6.PLANTING AREAS AND SOD TO BE SEPARATED BY STEEL EDGING. NO STEEL EDGING SHALL BE INSTALLED ADJACENT TO BUILDINGS, WALKS OR CURBS. EDGING NOT TO BE MORE THAN 1/2" ABOVE FINISHED GRADE. 7.EDGING SHALL BE CUT AT 45 DEGREE ANGLE WHERE IT INTERSECTS WALKS AND/OR CURBS. 8.MULCH SHALL BE INSTALLED AT 1/2" BELOW THE TOPS OF SIDEWALKS AND CURBING. 9.QUANTITIES ON THESE PLANS ARE FOR REFERENCE ONLY. THE SPACING OF PLANTS SHOULD BE AS INDICATED ON PLANS OR OTHERWISE NOTED. ALL TREES AND SHRUBS SHALL BE PLANTED PER DETAILS. 10.CONTAINER GROWN PLANT MATERIAL IS PREFERRED HOWEVER BALL AND BURLAP PLANT MATERIAL CAN BE SUBSTITUTED IF NEED BE AND IS APPROPRIATE TO THE SIZE AND QUALITY INDICATED ON THE PLANT MATERIAL LIST. 11.TREES SHALL BE PLANTED AT A MINIMUM OF 5' FROM ANY UTILITY LINE, SIDEWALK OR CURB. TREES SHALL ALSO BE 10' CLEAR FROM FIRE HYDRANTS. 12.4" OF SHREDDED HARDWOOD MULCH (2" SETTLED THICKNESS) SHALL BE PLACED OVER WEED BARRIER FABRIC. MULCH SHALL BE SHREDDED HARDWOOD MULCH OR APPROVED EQUAL, PINE STRAW MULCH IS PROHIBITED. 13.WEED BARRIER FABRIC SHALL BE USED IN PLANT BEDS AND AROUND ALL TREES AND SHALL BE MIRAFI 1405 WEED BARRIER OR APPROVED EQUAL. 14.CONTRACTOR TO PROVIDE UNIT PRICING OF LANDSCAPE MATERIALS AND BE RESPONSIBLE FOR OBTAINING ALL LANDSCAPE AND IRRIGATION PERMITS. IRRIGATION: 1.ALL REQUIRED LANDSCAPE AREAS SHALL HAVE AN AUTOMATIC IRRIGATION SYSTEM WITH A FREEZE/RAIN SENSOR. SYSTEM SHALL ALSO HAVE AN ET WEATHER BASED CONTROLLER AND BE DESIGNED AND INSTALLED BY A LICENSED IRRIGATOR. MAINTENANCE REQUIREMENTS: 1.VEGETATION SHOULD BE INSPECTED REGULARLY TO ENSURE THAT PLANT MATERIAL IS ESTABLISHING PROPERLY AND REMAINS IN A HEALTHY GROWING CONDITION APPROPRIATE FOR THE SEASON. IF DAMAGED OR REMOVED, PLANTS MUST BE REPLACED BY A SIMILAR VARIETY AND SIZE. 2.MOWING, TRIMMING, EDGING AND SUPERVISION OF WATER APPLICATIONS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR UNTIL THE OWNER OR OWNER'S REPRESENTATIVE ACCEPTS AND ASSUMES REGULAR MAINTENANCE. 3.ALL LANDSCAPE AREAS SHOULD BE CLEANED AND KEPT FREE OF TRASH, DEBRIS, WEEDS AND OTHER MATERIAL. MISCELLANEOUS MATERIALS: 1.STEEL EDGING SHALL BE 3/16" X 4 X 16' DARK GREEN DURAEDGE STEEL LANDSCAPE EDGING UNLESS NOTED OTHERWISE ON PLANS/DETAILS. 2.RIVER ROCK SHALL BE ARIZONA RIVER ROCK, 2" - 4" DIAMETER. RIVER ROCK SHALL BE COMPACTED TO A MINIMUM OF 3" DEPTH OVER FILTER FABRIC. 3.DECOMPOSED GRANITE SHALL CONSIST OF A NATURAL MIX OF GRANITE AGGREGATE NOT TO EXCEED 1/8" IN DIAMETER AND COMPOSED OF VARIOUS STAGES OF DECOMPOSED EARTH BASE. DG SHALL BE PLACED OVER FILTER FABRIC AT A MINIMUM OF 3" DEPTH. 4.BOULDERS SHALL BE ON AVERAGE 36" X 24" X 24" AND A MIN. OF 500LBS. BOULDER TO BE SET IN GROUND ON A 1" SAND SETTING BED. APPROXIMATELY 2" BELOW FINISH GRADE. BOULDER SHOULD HAVE A WEATHERED FINISH. EACH BOULDER HAS A NATURAL TOP AND BOTTOM. ENSURE THAT THE BOULDER IS POSITIONED CORRECTLY BEFORE INSTALLATION. PRUNING AND TRIMMING NOTES 1.CONTRACTOR SHALL PRUNE ALL EXISTING TREES ON-SITE USING STANDARD GUIDELINES IN THE INDUSTRY. 2.ALL TREES SHALL BE TRIMMED SO THAT NATURAL SHAPES OF THE PLANTS ARE RETAINED. 3.DO NOT 'TOP' OR 'HEAD' TREES. 4.IF BALLING OR SHEARING OF TREES HAS OCCURRED IN THE PAST, DISCONTINUE THIS PRACTICE AND ALLOW PLANTS TO GROW INTO NATURAL SHAPE. 5.REMOVE SUCKERS, DEAD, DYING, DISEASED, BROKEN AND / OR WEAK BRANCHES FROM ALL TREES ALONG THE MAIN TRUNK STRUCTURE AND WITHIN THE BRANCHING AREA. 6.CONTRACTOR SHALL PRUNE EXISTING DECIDUOUS HARDWOOD BY REMOVING LOWER LIMBS TO RAISE THE CANOPY. THE BOTTOM OF THE CANOPY SHALL BE RAISED TO 12'-0" ABOVE GRADE FOR DECIDUOUS HARDWOOD TREES, WHEN POSSIBLE. THE INTEGRITY OF THE CANOPY AND STRUCTURE OF THE TREE SHALL BE MAINTAINED. DO NOT CUT OR PRUNE CENTRAL LEADERS. 7.CONTRACTOR SHALL THIN THE CANOPY BY ONE-FOURTH. PRUNE TREE TO EVENLY SPACE BRANCHES WITHIN THE CANOPY WHENEVER POSSIBLE. REMOVE THOSE LIMBS THAT CROSS OTHERS, DOUBLE LEADERS AND THOSE THAT EXCESSIVELY EXTEND BEYOND THE NATURAL CROWN OF THE TREE. 8.CONTRACTOR SHALL PROVIDE DEEP ROOT FEEDING AND INVIGORATION OF EXISTING TREES. THIS SHALL BE ORGANIC BASED NUTRIENTS BASED FOR ROOT GROWTH AND LEAF GROWTH STIMULATION. 9.CONTRACTOR SHALL BE REQUIRED TO CHIP ALL REMOVED BRANCHES, LEAFS, ETC. STA TE O F T E XASTCETHI R C A EPACSDNALDEE GEISRRT572 4AMANARICHDW. A RDSONa W R AWR Designs, LLC P.O. Box 1746 Aledo, Texas 76008 amanda@awr-designs.com c. 512.517.5589 STEVEN SCOGGINS 6406 REDSTONE DRIVE ARLINGTON, TEXAS 817-965-0763 LAMBERT HOMEHEADQUARTERS1700 N. WHITE CHAPEL ROADSOUTHLAKE, TEXASDATE: 04/01/2024 REVISION: CONCEPT AND SITE PLAN SUBMITTAL CASE #: ZA24-0009 CONCEPT AND SITE PLAN L1.3 LANDSCAPE SPECIFICATIONS AND DETAILS SHRUB PLANTING SHRUBS OR GROUNDCOVER AS SPECIFIED ON PLAN PLANTING SOIL MIX. TILL IN WITH PARTS EXISTING SOIL, EXCLUDING LARGE CLODS AND ROCKS. ROOT BALL, DO NOT DISTURB UNDISTURBED SUBGRADE / NATIVE SOIL WEED BARRIER FABRIC LAYER OF MULCH, SETTLED THICKNESS SHOULD BE 2" MIN.CURB OR SIDEWALK, NO STEEL EDGING ALONG WALK, TYP. TOP OF MULCH SHOULD BE, AT MINIMUM, 1/2" BELOW WALK OR CURBING REF. LANDSCAPE PLAN FOR SPACING 2 N.T.S. 1/2" MAXIMUM SHRUB SPACING AND PLANTING AT B.O.C.3 N.T.S. 4' MIN. 2.5' MIN. SPECIFIED BED BORDER 2' MIN. BACK OF CURB MULCH PER SPECIFICATIONS LAWN SHRUBS AND GROUNDCOVER REFER TO PLANS FOR PLANT TYPES PREPARED SOIL MIX PER SPECIFICATIONS 3/16" X 4" X 16" STEEL EDGING WITH STAKES NOTE: NO STEEL EDGING TO BE INSTALLED ALONG SIDEWALKS 1/2" MAXIMUM STEEL EDGING DETAIL4 N.T.S. DECOMPOSED GRANITE / RIVER ROCK5 N.T.S. DECOMPOSED GRANITE AND/OR RIVER ROCK TO BE COMPACTED TO A 3" DEPTH PLANTING AREA, REFERENCE LANDSCAPE PLAN DECOMPOSED GRANITE / RIVER ROCK ENSURE PROPER DRAINAGE STEEL EDGING FILTER FABRIC, WRAP UP AT EDGING, TYP. COMPACTED SUBGRADE SECTION 32 9300 - LANDSCAPE PART 1 - GENERAL 1.1 QUALIFICATIONS OF THE LANDSCAPE CONTRACTOR. A.ALL LANDSCAPE WORK SHOWN ON THESE PLANS SHALL BE PERFORMED BY A SINGLE FIRM SPECIALIZING IN LANDSCAPE PLANTING 1.2 REFERENCE DOCUMENTS A.REFER TO LANDSCAPE PLANS, NOTES, SCHEDULES AND DETAILS FOR ADDITIONAL REQUIREMENTS 1.3 SCOPE OF WORK / DESCRIPTION OF WORK A.WORK COVERED BY THESE SECTIONS INCLUDES: FURNISH ALL SUPERVISIONS, LABOR, MATERIALS, SERVICES, EQUIPMENT AND APPLIANCES REQUIRED TO COMPLETE THE WORK COVERED IN CONJUNCTION WITH THE LANDSCAPING COVERED IN LANDSCAPE PLANS AND SPECIFICATIONS INCLUDING: 1. PLANTING (TREES, SHRUBS, GRASSES) 1.BED PREP AND FERTILIZATION 3. NOTIFICATION OF SOURCES 4. WATER AND MAINTENANCE UNTIL ACCEPTANCE 5. GUARANTEE B.ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE LAWS, CODES AND REGULATIONS REQUIRED BY AUTHORITIES HAVING JURISDICTION OVER SUCH WORK, INCLUDING ALL INSPECTIONS AND PERMITS REQUIRED BY FEDERAL, STATE AND LOCAL AUTHORITIES IN SUPPLY, TRANSPORTATION AND INSTALLATION OF MATERIALS. C.THE LANDSCAPE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UNDERGROUND UTILITY LINES (WATER, SEWER, ELECTRICAL, TELEPHONE, GAS, CABLE, TELEVISION, ETC.) PRIOR TO THE START OF ANY WORK 1.4 REFERENCES A.AMERICAN STANDARD FOR NURSERY STOCK PUBLISHED BY AMERICAN ASSOCIATION OF NURSERYMEN; 27 OCTOBER 1980, EDITION; BY AMERICAN NATIONAL STANDARDS INSTUTUTE (Z60.1) - PLANT MATERIAL B.AMERICAN JOINT COMMITTEE ON HORTICULTURE NOMENCLATURE; 1942 EDITION OF STANDARDIZED PLANT NAMES. C.TEXAS ASSOCIATION OF NURSERYMEN, GRADES AND STANDARDS 1.5 SUBMITTALS A.PROVIDE REPRESENTATIVE QUANTITIES OF EACH SOIL, MULCH, BED MIX, GRAVEL AND STONE BEFORE INSTALLATION. SAMPLES TO BE APPROVED BY OWNER'S REPRESENTATIVE BEFORE USE. B.SOIL AMENDMENTS AND FERTILIZERS SHOULD BE RESEARCHED AND BASED ON THE SOILS IN THE AREA. C.BEFORE INSTALLATION, SUBMIT DOCUMENTATION THAT PLANT MATERIALS ARE AVAILABLE AND HAVE BEEN RESERVED. FOR ANY PLANT MATERIAL NOT AVAILABLE, SUBMIT REQUEST FOR SUBSTITUTION. 1.6 JOB CONDITIONS, DELIVERY, STORAGE AND HANDLING A.GENERAL CONTRACTOR TO COMPLETE WORK BEFORE LANDSCAPE CONTRACTOR TO COMMENCE. B.ALL PLANTING BED AREAS SHALL BE LEFT THREE INCHES BELOW FINAL GRADE OF SIDEWALKS, DRIVES AND CURBS. ALL AREAS TO RECEIVE SOLID SOD SHALL BE LEFT ONE INCH BELOW THE FINAL GRADE OF WALKS, DRIVES AND CURBS. CONSTRUCTION DEBRIS SHALL BE REMOVED PRIOR TO LANDSCAPE CONTRACTOR BEGINNING WORK C.STORAGE OF MATERIALS AND EQUIPMENT AT THE JOB SITE WILL BE AT THE RISK OF THE LANDSCAPE CONTRACTOR. THE OWNER CANNOT BE HELD RESPONSIBLE FOR THEFT OR DAMAGE. 1.7 SEQUENCING A.INSTALL TREES, SHRUBS, AND LINER STOCK PLANT MATERIALS PRIOR TO INSTALLATION OF LAWN/SOLID SOD. B.WHERE EXISTING TURF AREAS ARE BEING CONVERTED TO PLANTING BEDS, THE TURF SHALL BE CHEMICALLY ERADICATED TO MINIMIZE RE-GROWTH IN THE FUTURE. AREAS SHALL BE PROPERLY PREPARED WITH AMENDED ORGANIC MATTER. 1.8 MAINTENANCE AND GUARANTEE MAINTENANCE: A.THE LANDSCAPE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR THE MAINTENANCE OF ALL WORK FROM THE TIME OF PLANTING UNTIL FINAL ACCEPTANCE BY OWNER. B.NO TREES, GRASS, GROUNDCOVER OR GRASS WILL BE ACCEPTED UNLESS THEY SHOW HEALTHY GROWTH AND SATISFACTORY FOLIAGE CONDITIONS. C.MAINTENANCE SHALL INCLUDE WATERING OF TREES AND PLANTS, CULTIVATION, WEED SPRAYING, EDGING, PRUNING OF TREES, MOWING OF GRASS, CLEANING UP AND ALL OTHER WORK NECESSARY FOR MAINTENANCE. D.A WRITTEN NOTICE REQUESTING FINAL INSPECTION AND ACCEPTANCE SHOULD BE SUBMITTED TO THE OWNER AT LEAST 7 DAYS PRIOR TO COMPLETION. AN ON SITE INSPECTION BY THE OWNER'S AUTHORIZED REPRESENTATIVE WILL BE COMPLETED PRIOR TO WRITTEN ACCEPTANCE. E.NOTIFY OWNER OR OWNER'S REPRESENTATIVE SEVEN DAYS PRIOR TO THE EXPIRATION OF THE WARRANTY PERIOD. F.REMOVE DEAD, UNHEALTHY AND UNSIGHTLY PLANTS DURING WARRANTY PERIOD G.REMOVE GUYING AND STAKING MATERIALS AFTER ONE YEAR H.ALL LANDSCAPE MUST BE MAINTAINED AND GRASS MOWED/EDGED ON A WEEKLY SCHEDULE UNTIL ACCEPTANCE BY OWNER. REMOVE CLIPPINGS AND DEBRIS FROM SITE PROMPTLY. I.REMOVE TRASH, DEBRIS, AND LITTER. WATER, PRUNE, RESTAKE TREES, FERTILIZE, WEED AND APPLY HERBICIDES AND FUNGICIDES AS REQUIRED. J.COORDINATE THE OPERATION OF IRRIGATION SYSTEM TO ENSURE THAT PLANTS ARE ADEQUATELY WATERED. HAND WATER AREAS NOT RECEIVING ADEQUATE WATER FROM AN IRRIGATION SYSTEM. K.THE LANDSCAPE CONTRACTOR SHALL MAINTAIN THE IRRIGATION SYSTEM IN ACCORDANCE TO THE MAINTENANCE SERVICE TO ENSURE THE SYSTEM IS IN PROPER WORKING ORDER WITH SCHEDULING ADJUSTMENTS BY SEASON TO MAXIMIZE WATER CONSERVATION. L.REAPPLY MULCH TO BARE AND THIN AREAS. M.SHOULD SEEDED AND/OR SODDED AREAS NOT BE COVERED BY AN AUTOMATIC IRRIGATION SYSTEM, THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR WATERING THESE AREAS AND OBTAINING A FULL, HEALTHY STAND OF GRASS AT NO ADDITIONAL COST TO THE OWNER. N.TO ACHIEVE FINAL ACCEPTANCE AT THE END OF THE MAINTENANCE PERIOD, ALL OF THE FOLLOWING CONDITIONS MUST OCCUR: a.THE LANDSCAPE SHALL SHOW ACTIVE, HEALTHY GROWTH (WITH EXCEPTIONS MADE FOR SEASONAL DORMANCY). ALL PLANTS NOT MEETING THIS CONDITION SHALL BE REJECTED AND REPLACED BY HEALTHY PLANT MATERIAL PRIOR TO FINAL ACCEPTANCE. b.ALL HARDSCAPE SHALL BE CLEANED PRIOR TO FINAL ACCEPTANCE. c.SODDED AREAS MUST BE ACTIVELY GROWING AND MUST REACH A MINIMUM HEIGHT OF 1 1/2 INCHES BEFORE FIRST MOWING. HYDROMULCHED AREAS SHALL SHOW ACTIVE, HEALTHY GROWTH. BARE AREAS LARGER THAN TWELVE SQUARE INCHES MUST BE RESODDED OR RESEEDED (AS APPROPRIATE) PRIOR TO FINAL ACCEPTANCE. ALL SODDED TURF SHALL BE NEATLY MOWED. GUARANTEE: A.TREES, SHRUBS, GROUNDCVOER SHALL BE GUARANTEED (IN WRITING) FOR A 12 MONTH PERIOD (90 DAYS FOR ANNUAL PLANTING OR AT THE END OF THE SEASONAL COLOR GROWING SEASON, WHICHEVER COMES SOONER) AFTER FINAL ACCEPTANCE. THE CONTRACTOR SHALL REPLACE ALL DEAD MATERIALS AS SOON AS WEATHER PERMITS AND UPON NOTIFICATION OF THE OWNER. B.PLANTS INCLUDING TREES, WHICH HAVE PARTIALLY DIED SO THAT SHAPE, SIZE OR SYMMETRY HAVE BEEN DAMAGED SHALL BE CONSIDERED SUBJECT TO REPLACEMENT. IN SUCH CASES, THE OPINION OF THE OWNER SHALL BE FINAL. C.PLANTS USED FOR REPLACEMENT SHALL BE OF THE SAME SIZE AND KIND AS THOSE ORIGINALLY PLANTED OR SPECIFIED. ALL WORK INCLUDING MATERIALS, LABOR AND EQUIPMENT USED IN REPLACEMENTS SHALL CARRY A 12 MONTH GUARANTEE. ANY DAMAGE INCLUDING RUTS IN LAWN OR BED AREAS INCURRED AS A RESULT OF MAKING REPLACEMENTS SHALL BE IMMEDIATELY REPAIRED. D.WHEN PLANT REPLACEMENTS ARE MADE, PLANTS, SOIL MIX, FERTILIZER AND MULCH ARE TO BE UTILIZED AS ORIGINALLY SPECIFIED AND RE-INSPECTED FOR FULL COMPLIANCE WITH THE CONTRACT REQUIREMENTS. ALL REPLACEMENTS ARE INCLUDED UNDER "WORK" OF THIS SECTION. E.THE OWNER AGREES THAT FOR THE ONE YEAR WARRANTY PERIOD TO BE EFFECTIVE, HE WILL WATER PLANTS AT LEAST TWICE A WEEK DURING DRY PERIODS. F.THE ABOVE GUARANTEE SHALL NOT APPLY WHERE PLANTS DIE AFTER ACCEPTANCE BECAUSE OF DAMAGE DUE TO ACTS OF GOD, VANDALISM, INSECTS, DISEASE, INJURY BY HUMANS, MACHINES, THEFT OR NEGLIGENCE BY OWNER. G.ACCEPTANCE FOR ALL LANDSCAPE WORK SHALL BE GIVEN AFTER FINAL INSPECTION BY THE OWNER PROVIDED THE JOB IS IN A COMPLETE, UNDAMAGED CONDITION AND THERE IS A STAND OF GRASS IN ALL LAWN AREAS. AT THAT TIME, THE OWNER WILL ASSUME MAINTENANCE ON THE ACCEPTED WORK. 1.9 QUALITY ASSURANCE A.COMPLY WITH ALL FEDERAL, STATE, COUNTY AND LOCAL REGULATIONS GOVERNING LANDSCAPE MATERIALS AND WORK. B.EMPLOY PERSONNEL EXPERIENCED AND FAMILIAR WITH THE REQUIRED WORK AND SUPERVISION BY A FOREMAN. C.MAKE CONTACT WITH SUPPLIERS IMMEDIATELY UPON OBTAINING NOTICE OF CONTRACT ACCEPTANCE TO SELECT AND BOOK MATERIALS. D.DEVELOP A PROGRAM OF MAINTENANCE (PRUNING AND FERTILIZATION) WHICH WILL ENSURE THE PURCHASED MATERIALS WILL MEET AND/OR EXCEED PROJECT SPECIFICATIONS. E.DO NOT MAKE PLANT MATERIAL SUBSTITUTIONS. IF THE LANDSCAPE MATERIAL SPECIFIED IS NOT READILY AVAILABLE, SUBMIT PROOF TO LANDSCAPE ARCHITECT ALONG WITH THE PROPOSED MATERIAL TO BE USED IN LIEU OF THE SPECIFIED PLANT. F.AT THE TIME BIDS ARE SUBMITTED, THE CONTRACTOR IS ASSUMED TO HAVE LOCATED THE MATERIALS NECESSARY TO COMPLETE THE JOB AS SPECIFIED. G.OWNER'S REPRESENTATIVE SHALL INSPECT ALL PLANT MATERIAL AND RETAINS THE RIGHT TO INSPECT MATERIALS UPON ARRIVAL TO THE SITE AND DURING INSTALLATION. THE OWNER'S REPRESENTATIVE MAY ALSO REJECT ANY MATERIALS HE/SHE FEELS TO BE UNSATISFACTORY OR DEFECTIVE DURING THE WORK PROCESS. ALL PLANTS DAMAGED IN TRANSIT OR AT THE JOB SITE SHALL BE REJECTED. 1.10 PRODUCT DELIVERY, STORAGE AND HANDLING A.PREPARATION 1. BALLED AND BURLAPPED B&B PLANTS): DIG AND PREPARE SHIPMENT IN A MANNER THAT WILL NOT DAMAGE ROOTS, BRANCHES, SHAPE AND FUTURE DEVELOPMENT. 2. CONTAINER GROWN PLANTS: DELIVER PLANTS IN RIGID CONTAINER TO HOLD BALL SHAPE AND PROTECT ROOT MASS. B.DELIVERY 1. DELIVER PACKAGED MATERIALS IN SEALED CONTAINERS SHOWING WEIGHT, ANALYSIS AND NAME OF MANUFACTURER. PROTECT MATERIALS FROM DETERIORATION DURING DELIVERY AND WHILE STORED ON SITE. 2. DELIVER ONLY PLANT MATERIALS THAT CAN BE PLANTED IN ONE DAY UNLESS ADEQUATE STORAGE AND WATERING FACILITIES ARE AVAILABLE ON SITE 3. PROTECT ROOT BALLS BY HEELING IN WITH SAWDUST OR OTHER APPROVED MOISTURE RETAINING MATERIAL IF NOT PLANTED WITHIN 24 HOURS OF DELIVERY. 4. PROTECT PLANTS DURING DELIVERY TO PREVENT DAMAGE TO ROOT BALL OR DESICCATION OF LEAVES. 5. KEEP PLANTS MOIST AT ALL TIMES. COVER ALL MATERIALS DURING TRANSPORT. 6. NOTIFY OWNERS REPRESENTATIVE OF DELIVERY 72 HOURS PRIOR TO DELIVERY OF PLANT MATERIAL AT JOB SITE. 7. REMOVE REJECTED PLANT MATERIAL IMMEDIATELY FROM JOB SITE. 8. TO AVOID DAMAGE OR STRESS, DO NOT LIFT, MOVE, ADJUST TO PLUMB, OR OTHERWISE MANIPULATE PLANTS BY TRUNK OR STEMS. PART 2 - PRODUCTS 2.1 PLANT MATERIALS A.GENERAL: WELL FORMED NO. 1 GRADE OR BETTER NURSERY GROWN STOCK. LISTED PLANT HEIGHTS ARE FROM TOPS OF FOOT BALLS TO NOMINAL TOPS OF PLANTS. PLANT SPREAD REFERS TO NOMINAL OUTER WIDTH OF THE PLANT NOT THE OUTER LEAF TIPS. PLANTS SHALL BE INDIVIDUALLY APPROVED BY THE OWNERS REPRESENTATIVE AND THEIR DECISION AS TO THEIR ACCEPTABILITY SHALL BE FINAL. B.QUANTITIES: THE DRAWINGS AND SPECIFICATIONS ARE COMPLIMENTARY. ANYTHING CALLED FOR ON ONE AND NOT THE OTHER IS AS BINDING AS IF SHOWN AND CALLED FOR ON BOTH. THE PLANT SCHEDULE IS AN AID TO BIDDERS ONLY. CONFIRM ALL QUANTITIES ON PLAN. C.QUANTITIES AND SIZE: PLANT MATERIALS SHALL CONFORM TO THE SIZE GIVEN ON THE PLAN AND SHALL BE HEALTHY, WELL SHAPED, FULL BRANCHED AND WELL ROOTED. SYMMETRY IS ALSO IMPERATIVE. PLANTS SHALL BE FREE FROM INSECTS, INJURY, DISEASE, BROKEN BRANCHES, DISFIGUREMENTS, INSECT EGGS AND ARE TO BE OF SPECIMEN QUALITY. D.APPROVAL: ALL PLANTS WHICH ARE FOUND UNSUITABLE IN GROWTH OR ARE UNHEALTHY, BADLY SHAPED OR UNDERSIZED WILL BE REJECTED BY THE OWNERS REPRESENTATIVE EITHER BEFORE OR AFTER PLANTING AND SHALL BE REMOVED AT THE EXPENSE OF THE LANDSCAPE CONTRACTOR AND REPLACED WITH ACCEPTABLE SPECIMENS. E.TREES SHALL BE HEALTHY, FULL BRANCHED, WELL SHAPED AND SHALL MEET THE MINIMUM REQUIREMENTS AS SPECIFIED ON THE PLANT SCHEDULE. ALL TREES SHALL BE OBTAINED FROM SOURCES WITHIN 200 MILES OF THE PROJECT SITE IF POSSIBLE, AND WITH SIMILAR CLIMACTIC CONDITIONS. F.PRUNING: ALL PRUNING OF TREES AND SHRUBS SHALL BE EXECUTED BY THE LANDSCAPE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER, PRIOR TO FINAL ACCEPTANCE. G.PLANTS SHALL CONFORM TO THE MEASUREMENTS SPECIFIED, EXCEPT THE PLANTS LARGER THAN THOSE SPECIFIED MAY BE USED. USE OF LARGER PLANTS SHALL NOT INCREASE THE CONTRACT PRICE. H.WHERE MATERIALS ARE PLANTED IN MASSES, PROVIDE PLANTS OF UNIFORM SIZE. I.ROOT SYSTEMS SHALL BE HEALTHY, DENSELY BRANCHED, FIBROUS ROOT SYSTEMS, NON-POT-BOUND, FREE FROM ENCIRCLING AND/OR GIRDLING ROOTS, AND FREE FROM ANY OTHER ROOT DEFECTS (SUCH AS J-SHAPED ROOTS). J.ALL TREES SHALL BE STANDARD IN FORM, UNLESS OTHERWISE SPECIFIED. TREES WITH CENTRAL LEADERS WILL NOT BE ACCEPTED IF LEADER IS DAMAGED OR REMOVED. PRUNE ALL DAMAGED TWIGS AFTER PLANTING K.TREE TRUNKS TO BE STURDY, EXHIBIT HARDENED SYSTEMS AND VIGOROUS AND FIBROUS ROOT SYSTEMS, NOT ROOT OR POT BOUND. L.TREES WITH DAMAGED OR CROOKED LEADERS, BARK ABRASIONS, SUNSCALD, DISFIGURING KNOTS, OR\INSECT DAMAGE WILL BE REJECTED. M.CALIPER MEASUREMENTS FOR STANDARD (SINGLE TRUNK) TREES SHALL BE AS FOLLOWS: SIX INCHES ABOVE THE ROOT FLARE FOR TREES UP TO AND INCLUDING FOUR INCHES IN CALIPER, AND TWELVE INCHES ABOVE THE ROOT FLARE FOR TREES EXCEEDING FOUR INCHES IN CALIPER N.MULTI-TRUNK TREES SHALL BE MEASURED BY THEIR OVERALL HEIGHT, MEASURED FROM THE TOP OF THE ROOT BALL. O.ANY TREE OR SHRUB SHOWN TO HAVE EXCESS SOIL PLACED ON TOP OF THE ROOT BALL, SO THAT THE ROOT FLARE HAS BEEN COMPLETELY COVERED, SHALL BE REJECTED. P.SOD: PROVIDE WELL-ROOTED SOD OF THE VARIETY NOTED ON THE PLANS. SOD SHALL BE CUT FROM HEALTHY, MATURE TURF WITH SOIL THICKNESS OF 3/4" TO 1". EACH PALLET OF SOD SHALL BE ACCOMPANIED BY A CERTIFICATE FROM SUPPLIER STATING THE COMPOSITION OF THE SOD. 2.2 SOIL PREPARATION MATERIALS A.SANDY LOAM: 1. FRIABLE, FERTILE, DARK, LOAMY SOIL, FREE OF CLAY LUMPS, SUBSOIL, STONES AND OTHER EXTRANEOUS MATERIAL AND REASONABLY FREE OF WEEDS AND FOREIGN GRASSES. LOAM CONTAINING DALLASGRASS OR NUTGRASS SHALL BE REJECTED. 2. PHYSICAL PROPERTIES AS FOLLOWS: a.CLAY – BETWEEN 7-27% b.SILT – BETWEEN 15-25% c.SAND – LESS THAN 52% 3. ORGANIC MATTER SHALL BE 3%-10% OF TOTAL DRY WEIGHT. 4. IF REQUESTED, LANDSCAPE CONTRACTOR SHALL PROVIDE A CERTIFIED SOIL ANALYSIS CONDUCTED BY AN APPROVED SOIL TESTING LABORATORY VERIFYING THAT SANDY LOAM MEETS THE ABOVE REQUIREMENTS. B.ORGANIC MATERIAL: COMPOST WITH A MIXTURE OF 80% VEGETATIVE MATTER AND 20% ANIMAL WASTE. INGREDIENTS SHOULD BE A MIX OF COURSE AND FINE TEXTURED MATERIAL. C.PREMIXED BEDDING SOIL AS SUPPLIED BY VITAL EARTH RESOURCES, GLADEWATER, TEXAS; PROFESSIONAL BEDDING SOIL AS SUPPLIED BY LIVING EARTH TECHNOLOGY, DALLAS, TEXAS OR ACID GRO MUNICIPAL MIX AS SUPPLIED BY SOIL BUILDING SYSTEMS, DALLAS, TEXAS OR APPROVED EQUAL. D.SHARP SAND: SHARP SAND MUST BE FREE OF SEEDS, SOIL PARTICLES AND WEEDS. E.MULCH: DOUBLE SHREDDED HARDWOOD MULCH, PARTIALLY DECOMPOSED, DARK BROWN. F.ORGANIC FERTILIZER: FERTILAID, SUSTANE, OR GREEN SENSE OR EQUAL AS RECOMMENDED FOR REQUIRED APPLICATIONS. FERTILIZER SHALL BE DELIVERED TO THE SITE IN ORIGINAL UNOPENED CONTAINERS, EACH BEARING THE MANUFACTURER'S GUARANTEED STATEMENT OF ANALYSIS. G.COMMERCIAL FERTILIZER: 10-20-10 OR SIMILAR ANALYSIS. NITROGEN SOURCE TO BE A MINIMUM 50% SLOW RELEASE ORGANIC NITROGEN (SCU OR UF) WITH A MINIMUM 8% SULFUR AND 4% IRON, PLUS MICRONUTRIENTS. H.PEAT: COMMERCIAL SPHAGNUM PEAT MOSS OR PARTIALLY DECOMPOSED SHREDDED PINE BARK OR OTHER APPROVED ORGANIC MATERIAL. 2.3 MISCELLANEOUS MATERIALS A.STEEL EDGING - SHALL BE 3/16” X 4” X 16” DARK GREEN LANDSCAPE EDGING. DURAEDGE STEEL OR APPROVED EQUAL. B.TREE STAKING - TREE STAKING SOLUTIONS OR APPROVED SUBSTITUTE; REFER TO DETAILS. C.FILTER FABRIC - MIRAFI 1405 BY MIRAFI INC. OR APPROVED SUBSTITUTE. AVAILABLE AT LONE STAR PRODUCTS, INC. (469-523-0444) D.SAND - UNIFORMLY GRADED, WASHED, CLEAN, BANK RUN SAND. E.GRAVEL: WASHED NATIVE PEA GRAVEL, GRADED 1" TO 1.5" F.DECOMPOSED GRANITE - BASE MATERIAL OF NATURAL MATERIAL MIX OF GRANITE AGGREGATE NOT TO EXCEED 1/8” IN DIAMETER COMPOSED OF VARIOUS STAGES OF DECOMPOSED EARTH BASE. G.RIVER ROCK - LOCALLY AVAILABLE NATIVE RIVER ROCK BETWEEN 2”-4” IN DIAMETER. H.PRE-EMERGENT HERBICIDES: ANY GRANULAR, NON-STAINING PRE-EMERGENT HERBICIDE THAT IS LABELED FOR THE SPECIFIC ORNAMENTALS OR TURF ON WHICH IT WILL BE UTILIZED. PRE-EMERGENT HERBICIDES SHALL BE APPLIED PER THE MANUFACTURER'S LABELED RATES. PART 3 - EXECUTION 3.1 PREPARATION A.LANDSCAPE CONTRACTOR TO INSPECT ALL EXISTING CONDITIONS AND REPORT ANY DEFICIENCIES TO THE OWNER. B.ALL PLANTING AREAS SHALL BE CONDITIONED AS FOLLOWS: 1. PREPARE NEW PLANTING BEDS BY SCRAPING AWAY EXISTING GRASS AND WEEDS AS NECESSARY. TILL EXISTING SOIL TO A DEPTH OF SIX (6") INCHES PRIOR TO PLACING COMPOST AND FERTILIZER. APPLY FERTILIZER AS PER MANUFACTURER'S RECOMMENDATIONS. ADD SIX (6") INCHES OF COMPOST AND TILL INTO A DEPTH OF SIX (6") INCHES OF SPECIFIED MULCH (SETTLED THICKNESS). 2. BACKFILL FOR TREE PITS SHALL BE AS FOLLOWS: USE EXISTING TOP SOIL ON SITE (USE IMPORTED TOPSOIL AS NEEDED) FREE FROM LARGE CLUMPS, ROCKS, DEBRIS, CALICHE, SUBSOILS, ETC., PLACED IN NINE (9") INCH LAYERS AND WATERED IN THOROUGHLY. C.GRASS AREAS: 1. BLOCKS OF SOD SHOULD BE LAID JOINT TO JOINT (STAGGERED JOINTS) AFTER FERTILIZING THE GROUND FIRST. ROLL GRASS AREAS TO ACHIEVE A SMOOTH, EVEN SURFACE. THE JOINTS BETWEEN THE BLOCKS OF SOD SHOULD BE FILLED WITH TOPSOIL WHERE THEY ARE GAPED OPEN, THEN WATERED THOROUGHLY. 3.2 INSTALLATION A.MAINTENANCE OF PLANT MATERIALS SHALL BEGIN IMMEDIATELY AFTER EACH PLANT IS DELIVERED TO THE SITE AND SHALL CONTINUE UNTIL ALL CONSTRUCTION HAS BEEN SATISFACTORILY ACCOMPLISHED. B.PLANT MATERIALS SHALL BE DELIVERED TO THE SITE ONLY AFTER THE BEDS ARE PREPARED AND AREAS ARE READY FOR PLANTING. ALL SHIPMENTS OF NURSERY MATERIALS SHALL BE THOROUGHLY PROTECTED FROM THE WINDS DURING TRANSIT. ALL PLANTS WHICH CANNOT BE PLANTED AT ONCE, AFTER DELIVERY TO THE SITE, SHALL BE WELL PROTECTED AGAINST THE POSSIBILITY OF DRYING BY WIND AND BALLS OF EARTH OF B & B PLANTS SHALL BE KEPT COVERED WITH SOIL OR OTHER ACCEPTABLE MATERIAL. ALL PLANTS REMAIN THE PROPERTY OF THE CONTRACTOR UNTIL FINAL ACCEPTANCE. C.POSITION THE TREES AND SHRUBS IN THEIR INTENDED LOCATION AS PER PLAN. D.NOTIFY THE OWNER'S AUTHORIZED REPRESENTATIVE FOR INSPECTION AND APPROVAL OF ALL POSITIONING OF PLANT MATERIALS. E.EXCAVATE PITS WITH VERTICAL SIDES AND HORIZONTAL BOTTOM. TREE PITS SHALL BE LARGE ENOUGH TO PERMIT HANDLING AND PLANTING WITHOUT INJURY TO BALLS OF EARTH OR ROOTS AND SHALL BE OF SUCH DEPTH THAT,WHEN PLANTED AND SETTLED, THE CROWN OF THE PLANT SHALL BEAR THE SAME RELATIONSHIP TO THE FINISH GRADE AS IT DID TO SOIL SURFACE IN ORIGINAL PLACE OF GROWTH. THE SIDES OF THE HOLE SHOULD BE ROUGH AND JAGGED, NEVER SLICK OR GLAZED. F.SHRUB AND TREE PITS SHALL BE NO LESS THAN TWENTY-FOUR (24") INCHES WIDER THAN THE LATERAL DIMENSION OF THE EARTH BALL AND SIX (6") INCHES DEEPER THAN IT'S VERTICAL DIMENSION. REMOVE AND HAUL FROM SITE ALL ROCKS AND STONES OVER THREE-QUARTER (3 4") INCH IN DIAMETER. PLANTS SHOULD BE THOROUGHLY MOIST BEFORE REMOVING CONTAINERS. G.PERCOLATION TEST: FILL THE HOLE WITH WATER. IF THE WATER LEVEL DOES NOT PERCOLATE WITHIN 24 HOURS, THE TREE NEEDS TO MOVE TO ANOTHER LOCATION OR HAVE DRAINAGE ADDED. INSTALL A PVC STAND PIPE PER TREE IF THE PERCOLATION TEST FAILS. H.BACKFILL ONLY WITH 5 PARTS EXISTING SOIL OR SANDY LOAM AND 1 PART BED PREPARATION. WHEN THE HOLE IS DUG IN SOLID ROCK, TOPSOIL FROM THE SAME AREA SHOULD NOT BE USED. CAREFULLY SETTLE BY WATERING TO PREVENT AIR POCKETS. REMOVE THE BURLAP FROM THE TOP 13 OF THE BALL, AS WELL AS ALL NYLON, PLASTIC STRING AND WIRE. CONTAINER TREES WILL USUALLY BE ROOT BOUND, IF SO FOLLOW STANDARD NURSERY PRACTICE OF ‘ROOT SCORING’. I.DO NOT WRAP TREES. J.DO NOT OVER PRUNE. K.REMOVE NURSERY TAGS AND STAKES FROM ALL PLANTS L.REMOVE BOTTOM OF PLANT BOXES PRIOR TO PLACING PLANTS. REMOVE SIDES AFTER PLACEMENT AND PARTIAL BACKFILLING. M.REMOVE UPPER THIRD OF BURLAP FROM BALLED AND BURLAPPED TREES AFTER PLACEMENT. N.PLACE PLANT UPRIGHT AND PLUMB IN CENTER OF HOLE. ORIENT PLANTS FOR BEST APPEARANCE. O.MULCH THE TOP OF THE BALL. DO NOT PLANT GRASS ALL THE WAY TO THE TRUNK OF THE TREE. LEAVE THE AREA ABOVE THE TOP OF THE BALL AND MULCH WITH AT LEAST TWO (2") INCHES OF SPECIFIED MULCH. P.ALL PLANT BEDS AND TREES TO BE MULCHED WITH A MINIMUM SETTLED THICKNESS OF TWO (2") INCHES OVER THE ENTIRE BED OR PIT. Q.OBSTRUCTION BELOW GROUND: IN THE EVENT THAT ROCK, OR UNDERGROUND CONSTRUCTION WORK OR OBSTRUCTIONS ARE ENCOUNTERED IN ANY PLANT PIT EXCAVATION WORK TO BE DONE UNDER THIS SECTION, ALTERNATE LOCATIONS MAY BE SELECTED BY THE OWNER. WHERE LOCATIONS CANNOT BE CHANGED, THE OBSTRUCTIONS SHALL BE REMOVED TO A DEPTH OF NOT LESS THAN THREE (3') FEET BELOW GRADE AND NO LESS THAN SIX (6") INCHES BELOW THE BOTTOM OF BALL WHEN PLANT IS PROPERLY SET AT THE REQUIRED GRADE. THE WORK OF THIS SECTION SHALL INCLUDE THE REMOVAL FROM THE SITE OF SUCH ROCK OR UNDERGROUND OBSTRUCTIONS ENCOUNTERED AT THE COST OF THE LANDSCAPE CONTRACTOR. R.TREES AND LARGE SHRUBS SHALL BE STAKED AS SITE CONDITIONS REQUIRE. POSITION STAKES TO SECURE TREES AGAINST SEASONAL PREVAILING WINDS. S.PRUNING AND MULCHING: PRUNING SHALL BE DIRECTED BY THE LANDSCAPE ARCHITECT AND SHALL BE PRUNED IN ACCORDANCE WITH STANDARD HORTICULTURAL PRACTICE FOLLOWING FINE PRUNING, CLASS I PRUNING STANDARDS PROVIDED BY THE NATIONAL ARBORIST ASSOCIATION. 1.DEAD WOOD, SUCKERS, BROKEN AND BADLY BRUISED BRANCHES SHALL BE REMOVED. GENERAL TIPPING OF THE BRANCHES IS NOT PERMITTED. DO NOT CUT TERMINAL BRANCHES. 2.PRUNING SHALL BE DONE WITH CLEAN, SHARP TOOLS. 3.IMMEDIATELY AFTER PLANTING OPERATIONS ARE COMPLETED, ALL TREE PITS SHALL BE COVERED WITH A LAYER OF ORGANIC MATERIAL TWO (2") INCHES IN DEPTH. THIS LIMIT OF THE ORGANIC MATERIAL FOR TREES SHALL BE THE DIAMETER OF THE PLANT PIT. Q.STEEL EDGE INSTALLATION: EDGE SHALL BE ALIGNED AS INDICATED ON PLANS. STAKE OUT LIMITS OF STEEL CURBING AND OBTAIN OWNERS APPROVAL PRIOR TO INSTALLATION. 1.ALL STEEL CURBING SHALL BE FREE OF KINKS AND ABRUPT BENDS. 2.TOP OF EDGING SHALL BE 12" MAXIMUM HEIGHT ABOVE FINAL FINISHED GRADE. 3.STAKES ARE TO BE INSTALLED ON THE PLANTING BED SIDE OF THE CURBING, AS OPPOSED TO THE GRASS SIDE. 4.DO NOT INSTALL STEEL EDGING ALONG SIDEWALKS OR CURBS. 5.CUT STEEL EDGING AT 45 DEGREE ANGLE WHERE EDGING MEETS SIDEWALKS OR CURBS. 3.3 CLEANUP AND ACCEPTANCE A.CLEANUP: DURING THE WORK, THE PREMISES SHALL BE KEPT NEAT AND ORDERLY AT ALL TIMES. STORAGE AREAS FOR ALL MATERIALS SHALL BE SO ORGANIZED SO THAT THEY, TOO, ARE NEAT AND ORDERLY. ALL TRASH AND DEBRIS SHALL BE REMOVED FROM THE SITE AS WORK PROGRESSES. KEEP PAVED AREAS CLEAN BY SWEEPING OR HOSING THEM AT END OF EACH WORK DAY. B.REPAIR RUTS, HOLES AND SCARES IN GROUND SURFACES. C.ENSURE THAT WORK IS COMPLETE AND PLANT MATERIALS ARE IN VIGOROUS AND HEALTHY GROWING CONDITION. D.UPON COMPLETION OF THE WORK, THE LANDSCAPE CONTRACTOR SHALL PROVIDE THE SITE CLEAN, FREE OF DEBRIS AND TRASH, AND SUITABLE FOR USE AS INTENDED. THE LANDSCAPE CONTRACTOR SHALL THEN REQUEST AN INSPECTION BY THE OWNER TO DETERMINE FINAL ACCEPTABILITY. E.WHEN/IF THE INSPECTED PLANTING WORK DOES NOT COMPLY WITH THE CONTRACT DOCUMENTS, THE LANDSCAPE CONTRACTOR SHALL REPLACE AND/OR REPAIR THE REJECTED WORK TO THE OWNER'S SATISFACTION WITHIN 24 HOURS. F.THE LANDSCAPE MAINTENANCE PERIOD WILL NOT COMMENCE UNTIL THE LANDSCAPE WORK HAS BEEN RE-INSPECTED BY THE OWNER AND FOUND TO BE ACCEPTABLE. AT THAT TIME, A WRITTEN NOTICE OF FINAL ACCEPTANCE WILL BE ISSUED BY THE OWNER, AND THE MAINTENANCE AND GUARANTEE PERIODS WILL COMMENCE. END OF SECTION TREE PLANTING N.T.S. 1 (3) 2" DIA. X 8' LENGTH LARGE METAL "T" POSTS IN UNDISTURBED SOIL TIE TO STAKE WITH PLASTIC CHAIN TIES NEVER CUT LEADER SET TOP OF ROOT BALL 3" ABOVE FINISH GRADE. MULCH - 3" MIN. DEPTH BUILD 4" HT. SAUCER AROUND PLANTING PIT WITH TOPSOIL. 6" MIN. UNDISTURBED SUBGRADE 12" MIN. ALL SIDES 12" MIN. ALL SIDES PLACE TWO ON PREVAILING WIND SIDE OF TREE (PAINTED BLACK) BACK FILL / PLANTING SOIL MIX. TILL IN WITH PARTS EXISTING SOIL, EXCLUDING LARGE CLODS AND ROCKS. FINISH GRADE