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HomeMy WebLinkAboutFENCE2015-0647DATE OF ISSUANCE. PERMIT #: " Z) 6 4J "'7 _ BUILDING PERMIT APPLICATION PLEASE PRINT JOB/OV 1L-- SUITR LOT: ? BLOCK: SUBDIVISION: ,r& � BUILDING CONTRACTOR (company name):_ z) c) �'" j, CURRENT MAILING ADDRESS: I oo o 1 to S PROPERTY OWNER: _ b)CL-ROU F`AAde 0, ff, L CURRENT MAILING ADDRESS: 1 (70 D CITY/STATE/ZIP: ['i r, Vi TT'C() ' PHONE NUMBER: /'" b PROJECT VALUE: 1 36 FIRE SPRINKLERED? YES NO DESCRIPTION OF WORK TO BE DONE:--FAj&W USE OF BUILDING OR STRUCTURE: Mar 15ACK- NAME OF BUSINESS: **Total Square Footage under roof: Square Footage of alteration/addition: ❑ I hereby certify that plans have been reviewed and the building will be inspected by a certified energy code inspector in accordance with State Law. Plan review and inspection documentation shall be made available to the Building Department (required for new buildings, alterations and additions) I hereby certify that plans have been submitted to the Texas Department of Licensing and Regulation for Accessibility Review. Control Number: (Not required for 1 & 2 family dwellings) ❑ I hereby certify that an asbestos survey has been conducted for this structure in accordance with the regulatory requirements of the Texas Department of Health. (REQUIRED FOR DEMOLITIONS, ADDITIONS AND OR ALTERATION TO COMMERCIAL AND PUBLIC BUILDINGS) I hereby certify that the foregoing is correct to the best of my knowledge and all work will be performed according to the documents approved by the Building Department and in compliance with the City Of Grapevine Ordinance regulating construction. It is understood that the issuance of this permit does not grant or authorize any violation of any code or ordinance of the City Of Grapevine. I FURTHERMORE UNDERSTAND THAT PLANS AND SPECIFICATIONS ARE NOT REVIEWED FOR HANDICAPPED ACCESSIBILITY BY THE CITY, AND THAT THE DESIGN PROFESSIONAL/OWNER IS RESPONSIBLE FOR OBTAINING SUCH APPROVAL FROM THE APPROPRIATE STATE AND OR FEDERAL AGENC (S). PRINT NAME: �. i4% SIGNATURE V37, ad �4z PH #: _ Zt Ll FAX #: ❑ CHECK BOX IF PREFERRED TO BE CONTACTED BY E-MAIL THE FOLLOWING IS TO BE COMPLETED BY THE BUILDING INSPECTION DEPARTMENT Construction Type: Permit Valuation: $ 51, Soo -oo Setbacks to Issue Occupancy Group: U Fire Sprinkler: YES NO Front: — -Approval Electrical Division: Building Depth: Left: Plumbing Zoning: Building Width: Rear: Mechanical Occupancy Load: Right: Plan Review Approval: Date: A < Building Permit Fee: Site Plan Approval: Date: Plan Review Fee: Fire Department: Date: Lot Drainage Fee: Public Works Department: Date: Sewer Availability Rate: Health Department: Date: Water Availability Rate: Approved for Permit: Date: Total Fees:, Lot Drainage Submitted: Approved: Total Amount Due: P.O. BOX 95104, GRAPEVINE, TX 76099 (617) 410-3165 O:FORMS\DSPERMITAPPUCATIONS 1/02-Rev.11/04,5/06,2/07,11/09,4/11 Page 1 of 1 Manda •1042 Texan Trail (Retaining Wall) Em From: Manda Pancholy To: Date: 2/26/2015 9:18 AM Subject: 15-0647 1042 Texan Trail (Retaining Wall) In reference to retaining wall building permit application for the address 1042 Texan Trail, register engineer sealed and signed site plan showing location and height of retaining wall is required. Retaining wall shall not be located within any easement. Thanks Manda Pancholy Plans Examiner Building Department City of Grapevine 817-410-3160 file://C:\Documents and Settings\mpancholy\Local Settings\Temp\XPgrpwise\54EEE4D2... 2/26/2015 G ILES CNGINEERING t 1SSOCIATES, INC. • Atlanta, GA GEOTECHNICAL, ENVIRONMENTAL & CONSTRUCTION MATERIALS CONSULTANTS • Saltimore/Wash. DC • Dallas, TX • Las Angeles, CA • Milwaukee, WI • Orlando, FL March 25, 2015 Cahen Architectural Group PC 7076 South Alton Way, Building A Centennial, Colorado 80112 Attention: Mr. Ben Hughes, LEED AP Project Architect Subject: Asbestos -Containing Building Material Inspection Chuck E. Cheese Store #854 Planned Renovation Areas 2755 E Grapevine Mills Circle Grapevine, Texas 76051 Project No. 4E-1503009 Dear Mr. Hughes: In accordance with your request and authorization, an Asbestos Survey was conducted within the planned renovation area of the existing Chuck E. Cheese Store #854, 2755 E Grapevine Mills Circle in Grapevine, Texas (subject property). The Survey was performed by our subcontractor Farmer Environmental Group, LLC (FEG) of Carrollton, Texas on March 17, 2014. FEG is certified to conduct asbestos inspections in the State of Texas as an Asbestos Inspector (license #602896) and as an Asbestos Consultant Agency (license #100142). The Asbestos Survey was conducted within the planned renovation area of the existing building. FEG collected a total of 27 samples from homogeneous areas identified as containing suspect asbestos containing materials which were subsequently submitted for laboratory analysis. Based on the laboratory analysis for the samples collected and analyzed, no asbestos products were identified at the subject property. Accompanying this letter is a copy of the `Asbestos -Containing Building Materials Inspection Report" prepared by FEG for the subject property. This letter summary is provided solely for purposes of overview. Any party who relies on this report must read the full report. The summary omits a number of details, any one of which could be crucial to the proper application of this report. After you review the report, if you have any questions please let us know. We appreciate the opportunity to have been of service on this project. Very truly yours, GILES ENGINEERING ASSOCIATES, INC. zjv-le� P'I�V Michael F. Pisarik, P.E. Regional Director Attachment: Asbestos -Containing Building Materials Inspection Report Farmer Environmental Group, LLC, March 25, 2015 Distribution: Cahen Architectural Group PC Attn: Mr. Ben Hughes (1 PDF e-mail: 10553 Olympic Drive • Suite 102 • Dallas, TX 75220 214/358-5885 - Fax 214/358-5884 • E -Mail dallasOgilesengr.com 12" MIN- / 18" MAX TOPSOIL OVER DRAINAGE MATERIAL STONE AND__\ ,}—Bi MORTAR WALL \ I i0 = 15H (MIN.) FIRM NATIVE SOIL OR "PACTED FILL rI _ Q ' j DRAINAGE MATERIAL FINAL tw6" MIN. WIDTH AT BOTTOM GRADE y .) WRAPPED IN FILTER FABRIC 1� TEMPORARY o WEEP HOLES SLOPE (SEE NOTE) B TYPICAL RETAINING; WALL SECTION WALLS 4'-0" OR LESS IN HEIGHT WALL SCHEDULE HEIGHT (H) 15' 1 2' 1 3' 1 4' BASE WIDTH (B) 15" I6" 22" 25•' TOP WIDTH (BI) 12" 12- 12" 12" EMBEDMENT (t) 6" 9" 10" 12" TOE WIDTH (tw) 0^ 0" 2" 5" SCHEDULE -SURCHARGE HEIGHT (H) W1 2' 3' 1 4' BASE UNDTH (B) 18" 20" 28" 31" TOP WIDTH CBI) 12" 12" IF 12" E'fBEDMENT W 6" It" 13" 15" TOE WIDTH (tw) 3" 4" 10" 11" w 2015 FULLY MORTAR STONE WALL CALL SIDES) I 6F =1 DESIGNATES AREA WHERE' MORTAR IS NOT REQUIRED. STONES MUST FIT TIGHTLYQX ' iq MIN E tw S ,12", (T-12") FIRM NATIVE SOIL OR )MPACTED FILL SLOPE, IF REQUIRED Mll'—IN-5(TU ',—DRAINAGE MATERIAL AT 50 DEGREE ANGLE Y ////FROM INSIDE HORIZ.,WRAPPED IN FILTER FABRIC WEEP HOLES OR WELL (SEE NOTE) B 2-000MPACTED ON-SITE SOILS, TYP. TYPICAL RETAINING WALL SECTION WALLS 5'-0" to 8'-0" IN HEIGHT SURCHARGE SCHEDULE SURCHARGE • a • _ ®u®®.---.-....-. ®ilii/®��--.---..-.� ..:. ®mm ------------ SURCHARGE SCHEDULE SURCHARGE • a - • ®ilii/®��--.---..-.� LIr2 0 5 W Y0 921 3i .woe s 210264-1 DAZE 02/20/15 DRAWN w CHECKED WY tx SHEET %'_stoij D = 15H (MIN.) OF SURCHARG tw S 12" CT -12'7 9 Q FULLY MORTARED U STONE WALL } 14 IN (ALL SIDES) 12" MIN. / I$" MAX D = 1.5H (MIN.) GLpF SURCHARGE i TOPSAIL OVER DRAINAGE MATERIAL I _ STONE AND 51 MORTAR WALL --- VO�M NATIVE &F FIRM NATIVE 1L OR p SOIL OR CTED FILL T ` ,a . -, COMPACTED FILL ,* BACKFIL = I 5AGI<FILL 1 ) DESIGNATES AREA WHERE M ` o I MORTAR IS NOT REQUIRED., M TEMPORARY F� STONES MUST FIT TIGHTLYQ SLOPE, IF REQUIRED 4 MI F _ s Q o j DRAINAGE MATERIAL I FINAL tw :' . J 6" MIN. WIDTH AT 50TTOM WRAPPED IN FILTER FABRICo o DRAINAGE MATERIAL GRADE 4�AIIN r/ TEMPORARY Y �/ FROM INNSIDE�1IORIIZZ-s,LE 1 WRAPPED IN FILTER FABRIC o WEEP HOLES SLOPE WEEP HOLES IN-SITU OR WELL (SEE NOTE) (SEE NOTE) 5 2 '® COMPACTED ON-SITE B 5011-5, TYP. TYPICAL RETAINING WALL SECTION TYPICAL RETAINING WALL SECTION WALLS 4'-0" OR LESS IN HEIGHT WALLS 5'-0" to V-0" IN HEIGHT WALL SCHEDULE HEIGHT (H) 15' 2' 13-4- BA5E WIDTH (B) 15" I6" TDP WIDTH (51) 12"12"EMBEDMENT (t) b" 5" TOE WIDTH (tw) 0" 0" SCHEDULE-5URCHARGEF HEr,WT (H) _ I5' 2' 3' 4' EASE WIDTH (5) IS" 20" 26" 31" TOP WIDTH (51) 12" 12" 12" 12" EMBEDMENT (t) b" 11 13" 15" TOE WIDTH (tw) 3" 4" IID" 11" r •91• z c- -- _ oo ®mm�������■��MIN mm mm on ME m�®®®mm mm No MEN MEN No ®®®®®N NoMEN MEMO M • ®®®®0 SURGHARGE SGHEDULE . r _ •, wiligm ®mm�������■��MIN mm 0 No No MEN ENO ME MENEM TOE WIDTH (tw) 9 FJ U O J J p If W w w Z O i— Z a_ 0 V) :4 X O O c o z >07ZSZs Va-W 0 ZQN lt1 w ...7 O �i((S0 ,JOB • 210264-1 DATE 02/20/15 ORAwN BY cwECIO=D BY LN GP EET 1 l 1 1 1sI I i�II Io I— 1 I I B.T—E.LS►0T IR, C:Sf ON 2 7_ Atu�s"sAvzo+etoy.m.'aaw�.Mnm.4c�Nx.m.r' Er-�t�-�Ii� } ,Y►Ng061� T pRMMON AC 15' COG Ug111" ),NWD 62.5613211 I { } II II I iiI1 III I I 1 II I I I I I dII 11 1�I11� 1 { { { i 1,1 i11II �a BUCHANANTECHNOLOGEINC. MST. NO.D213118535 D1LT.C.T. LOT 3R1 152 ACRES 1 24.66' 1 \ � —l r10Ii IIi Ij1 III I I I I 1 1 i i 1 I 6311'41" LOT n O o LOT 3, BLOCK 4 j Io I a, OaNL:1, AMA,NCA9E1CaCE3E � 1° BLOCK I GRAPEVINE STATION CAB. A, SL. 10336 P.RT.C.T. NC. GREEN HUNTER ENERGY INC. INST. NO. D297430320 D.R.T.C.T. u' "aDiaSe ASy�a" { t LOT IR, BLOCK i GRAPEVINE STATION CAB. A, SL10336 P.R.T.C.T. BUCHANAN INVESTMENTS 1, LLC INSf.NO.D211230715 D.RT.C.T.LOT7, a, OaNL:1, AMA,NCA9E1CaCE3E � 1° BLOCK I GRAPEVINE STATION CAB. A, SL. 10336 P.RT.C.T. NC. GREEN HUNTER ENERGY INC. INST. NO. D297430320 D.R.T.C.T. u' "aDiaSe ASy�a" { t i 1 LOT IR, BLOCK i GRAPEVINE STATION CAB. A, SL10336 P.R.T.C.T. BUCHANAN INVESTMENTS 1, LLC INSf.NO.D211230715 D.RT.C.T.LOT7, GRAPEVINE STATION INST.NO. D211280673 P.R.T.C.T. 3.479 ACRES I 151,553.43 SQ. FF. I 1 I r 1 1 I r 1 LOT 3R2 i li i 1 0981 ACRES II II �p100�1®2g 1 1 i I I I I I I I I I I i I I I I ! I TRIPLE "T" FARMS LTD. N 69°13'31" E REMAINDER I I I I 4 I 1 1 1 201.53' GRAPEVINE STATION I INST. NO. D211280673 y 1 1 1 1 PJLT.C.T. c 1 ! I I U a 1 I I I I II I r I II I LOT 3R3 I v`v `vv 0" ACRES I I I l \ \ 1 p l I I`\ .------"--------------1--11 1 \\ Ie'iRiLIT'EASEMENT f )l I i`------cnnw.ac.ml�r_tLr.c.•r.-------f-71—t--i—. I 1 t l I I i t I I I I / I coNt.rAvmc—`------ © I 5� CUl'ser m"xCarsEr © -- I im -• -- •--- • -• -•W •--••-umg n nein and assigns, and Successors in mttr to said and it u fuwrther agreed that thk instrumtnt upon Salo owner San n shall be covenant running with the food, and shall he recorded in the Dte Record eounty orcoun&sin which the Property 6 situated. EPUTED.9, Tas, thisday ofAf , 2014. Gale J esB an n, President �Tr�iple.T,Forms_,jL.td. ue a echnologies, Inc. ce Tif11- NRI S . Title State or TW�_ Counyof_ [RM414- STATEOFTEXAS )( COUNTY OF TARRANT X Before me on this day personal peortd Gary Hazlewood known to me (or proved to me on the oath of or through (description of identity card or other document) to be the person subscribed to the foregoing at ment and acknowledged tome that he executed tie same for the purposes and a expressed. Given under my hand and sea] of office this � day of .A.D.2014. Seal Nomry Slgnamrc STATEOFTEXAS )( COUNTY OF TARRANT N Before me on this day personal]���ajpj���$g�e ed Jamts Buchanan known to me (or proved to me on the oath of or through (description of identity card or other document) to be the person subscribed to the foregoing mstru enc and acknowledged to roe that he executed the same for the purposes and co expressed. Given under my hand and seal of oflice this If7 day of �—,AJ). 2014. SCSI v otary Slgnamre a^. tAvtOkx t, ,, �• N01!J�yP p t IeYCb r LtY COrt E f&t Novomt:e PLANTING & ZONING COMMISSION: Date Approved:t tLY 15 U1 Chairman: Secretary:_- yypy GRAPEVINE CITY COUNCIL: Date, Approved: �i5� �.i�•� Mayor: City Secretor,,• is therein therein 12" MIN. / 18" MAX TOPSOIL OVER DRAINAGE MATERIAL STONE AND L— #--01 MORTAR WALL \ CLOSEST yD = 1.5H (MIN.) OF 5UF FIRM NATIVE SOIL OR m COMPACTED FILL = 61 •.i Q o i DRAINAGE MATERIAL FINAL F tw 1 6" MIN. WIDTH AT 50TTOM GRADE y WRAPPED IN FILTER FAE3RIC 14 tEMPORARY 0 o WEEP HOLES SLOPE (SEE NOTE) TYPICAL RETAINING WALL SECTION WALLS 4'-0" OR LESS IN HEIGHT WALL SCHEDULE HEIGHT (H) 15' T 3' 4' 5A5E WIDTH (B) 15" I6 22" 25" TOP WIDTH CBU 12" 12" 12" 12" EMBEDMENT (t) 6" 9" 10" 12" TOE WIDTH (tw) 0" m" 2" 5" SCHEDULE -SURCHARGE HEIGHT (H) 15' 2' 3' 4' BASE WIDTH (B) 18" 20" 28" 31" TOP WIDTH (BI) 12" 12" 12" 12" EMBEDMENT (t) 6" II" 13" IS" TOE WIDTH (tw) 3" 4" 10" II" CONTRACTOR SHALL CALL OR INSPECTIONS: (817) 410-3010 CONTRACTOR REGIISTRATION WILL BE REVOKED D UPON PERMIT EXPIRATIM C[l,"Y OF GRAPEVINE F R W I 'I'1. E BUiLDkNtCC"DEF OR ZONING' ORDI(ACE Id iS Wt"ei JBF,AtP ALLTIM,e.. ._ bt YI D� NG I" I K -A DMSON r^��R a�� I"3�. ".� ":��": �}��C.`'g tt<i� ii z.- C, CONSI .} ✓`41�,x 6' 9 EASEMENTS ENTS C)t � rl L'I S {C RIGHT-OF-WAY, FULLY MORTARED STONE WALL (ALL SIDES) a DESIGNATES AREA WHERE' MORTAR 15 NOT REQUIRED.. STONES MUST FIT TIGHTLY�X 14^ MIN E � a, tw S .12", (T-12") nD = ISH (MIN.) BQ 0 Q Q 14 MIN FIRM NATIVE SOIL OR >MPACTED FILL SLOPE, IF REQUIRED o— pv'\—DRAINAGE MATERIAL \/ AT 50 DEGREE ANGLE FROM INSIDE HORIZ., WRAPPED IN FILTER FABRIC WEEP HOLES IN-SITU OR WELL (SEE NOTE) 5 2--0' COMPACTED ON-SITE SOILS, TYP. TYPICAL RETAINING WALL SECTION WALLS 5'-0" to 8'-0" IN HEIGHT SURCHARGE SCHEDULE WALL SCHEDULE - SURCHARGE LOADING HEIGHT (H) 5' I 6- 8, BASE WIDTH (B) 34" 15" 55" 565' WALL THKNS (T) I 29" 34" 39" 1 45" TI-IIOKNES5 (M) BATTER WIDTH (E KEY DEPTH(K) TOE WIDTH (tw) 0) z 0 m W rZ 0F W U o J J p Ui a W w W I - Z O F- z 11-O(n �J oN o 0 >Z Z Q X W H V)aa zc� X000- .IOB • 210264-1 DATE 02/20/15 DPAWN BY CHECKED BY LK SHEEFT101 el f V i I d i B f I i k 1 � 1 { " i 1 00I- 1 I Amo I I I { 1 I t k , , 3 1 1 I ( _� E��`I'�--.._._------"`_"' '-'-_-...-_-._•''//oaf I L- _J..w.�-._...-. ..� _...-FX.----___^._.._.__....__......___.__.�__.____.__._....____._.__-.__,.._...._.,._..,. 1 --------------�"---.----------------- - -_-- � - ---- ____ - _BOX _- ---------- -- -"-+- '" '----------_ ._._ - -_-"'------_ V- - - - --- -- -- I } - - -- ---- -----rr0- `-_ _ _- \\�pX 30- -,=,: '_"_"----_` _ _� - ----_ '_ ___________________ _ —. 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Y. �; .. �y a' ;.• py. i'•O. e�' .r.• � .•°_ �.: ° O. +r.. it t }t tt e tt tit {tr I LOT ti }i TW: 614.07 ° 3R1 t t BW: 612.13 e 4: BUILDING VL \4L MAR 2 2 }� fi ° 3' 1-4 — 410 6 o 0 t+t++ ❑ i �P. �I e ! a r x W+t a r( 1} ++ 1i LUQ w+ +fit t+ f }t ++ N t+ 1+ W tt +t ++ JK +r F! .n�,i _A �RA"if 110N ! (J r 1 ++ r( Jr air +v w+ JJ (r r ) r' ++ ri ii 1+ CLOS_� 11 J! !( (J E— X ++ tt ii I: 11 {j{ I t ❑ i �P. �I e ! a r 'A' 8,210 S. F. aI 3 1 1 1 ❑ 4 LOT G G LOT 3R3 VAN 3 �M J 3 WL BUILDING ,g, 8,114 S. F. esuiLuiivU 5,132 S. F. a V. ---- WL – —w ( VAN I I p@ ti �Viq � I '°• ai' �•B. i 0 1 LG --T1 t r- � eros � C i 1, I , II I , I I I , I 1�� I , --L WL WL WL --- WL WL VL WL WL WL WL WL i EX. 12° x r I 1 WATER SED,11OR i — — — ----__ ----- --------r.__------7/-- _------ — — f .� 30' _ RRsi2'01" ANY t S P aAi�[m�pe � FREI J �/ / _ _ � 1 HYDRANT 1 l! iM SfON _ I : C° o N IN r r �Y r { r GI ! I ti,` t Jl it C r�/ ALL: ` .h ,:,, , .: APPROVED r / 3 a ; 'A-+ p -N A 4 ? � " , I I �:D a I -f I- iJi ii tJN C -T . � : :;_ F it it •'..,:,�ie�`i .7 w °tea '�' z �0 Qo� °m° cn 01 LLJ0 Xz z �- <o T W J�r-- U c N W O W O W cif n- N 0 Li Z --a Q <C W W :D = Q0 W YL� _ �P. <.�,�Apa a r r( O LUQ f I� i ) i 1U, R' a W JK it 1 J F! .n�,i _A �RA"if 110N ! (J r 1 r( Jr air JJ (r r ) r' ri ii !J rJ CLOS_� Ji !J i) J! !( (J E— X ii I: M! 1{ CL J (1 J 0 OFFICE OP J r �w— r i t W f i 'ri W QQ Jr it rr ii !r i( (t CD r! Ji CL !r (i r� zi •'..,:,�ie�`i .7 w °tea '�' z �0 Qo� °m° cn 01 LLJ0 Xz z �- <o T W J�r-- U c N W O W O W cif n- N 0 Li Z --a Q <C W W :D = Q0 W YL� JOB 210264-1 DATE 02/20/15 DRAWN BY CHECKED BY LK SHEET �P. <.�,�Apa o • O LUQ f JOB 210264-1 DATE 02/20/15 DRAWN BY CHECKED BY LK SHEET f I� W r' CLOS_� E— X ii I: M! Ljj CL 1-- 0 W W �w— JOB 210264-1 DATE 02/20/15 DRAWN BY CHECKED BY LK SHEET I� W CLOS_� E— X � Ljj CL 1-- 0 W W �w— x W W W QQ CD CD CL O JOB 210264-1 DATE 02/20/15 DRAWN BY CHECKED BY LK SHEET 12" MIN. / 18" MAX TOPSOIL OVER DRAINAGE MATERIAL STONE AND} --BI MORTAR WALL \ I _ y D = 1.514 (MIN.) CLOSEST SUF FIRM NATIVE SOIL OR COMPACTED FILL AEPHr DRAINAGE MATERIAL FINAL ,i 6" MIN. WIDTH AT BOTTOM GRADEWRAPPED IN FILTER FABRIC TEMPORARY SLOPEELESSEE NOTE) TYPICAL RETAINING WALL SECTION WALLS 4'-0" OR LESS IN HEIGHT WALL SCHEDULE HEIGHT (H) 15' 2' 1 3' 1 4' BASE WIDTH (B) 5" Ib" 22" 25" TOP WIDTH (BU 12"112" 12" IT' EMBEDMENT (t) b" 9" i0" 12" TOE WIDTH (tw) 0" 0•• 1•• 5" SCHEDULE—SURCHARGE HEIGHT (H) 1 15-1 7 1 3' 1 4' BASE WIDTH (B) 18" 20" 28" 31' TOP WIDTH (51) 12" 12" 12" 12" EMBEDMENT (t) b" II" 13"15" TOEWIDTH Ctw) 3" 4" 10" 11" FULLY MORTARED STONE WALL CALL SIDES) sI DESIGNATES AREA WHERE' MORTAR IS NOT REQUIRED, STONES MUST FIT TIGHTLYQ IF_i w tw 6 ,12", (T-12") j\D = 1514 IMIN.) 9Q U X N 4 MIN Q a Ir— FIRM NATIVE SOIL OR >MPACTED FILL SLOPE, IF REQUIRED \—DRAINAGE MATERIAL Y / k\ \/ AT 50 DEGREE ANGLE Y ���\\ \ FROM INSIDE HORIZ., WRAPPED IN FILTER FABRIC WEEP HOLES—/IN-SITU OR WELL (SEE NOTE) B 2'-0° COMPACTED ON-SITE SOILS, TYP. TYPICAL RETAINING= WALL SECTION WALLS 5'-0" to 8'-0" IN HEIGHT WALL SCHEDULE — ALLOWABLE BRG. PRESSURE 1500 PSF HEIGHT (H) I 5' b' l' 1 8' BASE WIDTH (B) 17" WALL THKNS (T) 23" 21" 1 31" 1 36" THICKNESS (M) BATTER WIDTH (: KEY DEPTH (K) TOE WIDTH (tw) SURCHARGE SCHEDULE Z 0 0) > W o7 r CIN, V's �a wN eY g(A-mCIam By U(