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Contract 54989
CSC No. 54989 DOE # RETAINING WALL MAINTENANCE AGREEMENT THIS AGREEMENT, made and entered into this 1st day of December2020 , by and between MQ NORTHSfDE RETAIL LLC, acting by and through DONALD SILVERMAN, hereinafter referred to as "Landowner", and the City of Fort Worth, hereinafter referred to as "City". WITNES SETH WHEREAS, the Landowner is the owner of certain real property described as an approximately 14.669 square foot tract located in ELI SHRIVER Survey, Abstract _1455_, Fort Worth, Tarrant County, Texas according to the Document number recorded in D215249920 , Deed Records, Tarrant County, Texas and being more particularly described by metes and bounds in Exhibit "A", hereinafter called the "Property". WHEREAS, the Landowner is proceeding to build on and develop the Property according to the Site Plan/Subdivision Plan known as NORTHSIDE ADDITION , hereinafter called the "Plan", which is expressly made a part hereof, as approved or to be approved by the City and the Landowner provides for the construction and maintenance of a Retaining Wall Facility on a portion of the Property; and; WHEREAS, the City and the Landowner, and their successors and assigns, agree that the health, safety and welfare of the residents of the City of Fort Worth, Texas require that a Retaining Wall Facility be constructed and maintained on a portion of the Property; and; WHEREAS, the City requires that a Retaining Wall Facility ("Facility") as shown on the Plan be constructed and adequately maintained by the Landowner, its successors OFFICIAL RECORD RETAINING WALL MAINTENANCE AGREEMENT Rev.4/2007 CITY SECRETARY FT. WORTH, TX and assigns, the location and dimensions of which is shown on the attached Exhibit "A" ("Facility Property"); and; NOW, THEREFORE, in consideration of the foregoing premises, the mutual covenants contained herein, and the following terms and conditions, the parties hereto agree as follows: 1. The Landowner, its successors and assigns, shall adequately construct and maintain the on-site Retaining Wall Facility ("Facility") at no expense to the City of Fort Worth in accordance with the design specifications for the Facility, attached as Exhibit "B", and the current standards then in force and effect in the City of Fort Worth. Adequate maintenance is herein defined as good working condition so that these facilities are performing their design functions. 2. The Landowner, its successors and assigns, shall inspect the Facility and submit an inspection report to the City annually. The purpose of the inspection is to assure safe and proper functioning of the Facility. The inspection shall cover the entire Facility, which needs maintenance or replacement to perform their design function, shall be noted in the inspection report along with the corrective actions to be taken. 3. The Landowner, its successors and assigns, hereby grant permission to the City, its authorized agents and employees, to enter upon the Property and to inspect the Facility Property whenever the City deems necessary. The purpose of inspection is to follow-up on reported deficiencies and/or to respond to citizen complaints. The City shall provide the Landowner, its successors and assigns, copies of the inspection findings and a directive to commence with the repairs if necessary. 4. In the event the Landowner, its successors and assigns, fails to maintain the Facility in good working condition acceptable to the City, the City, its authorized agents and employees, may enter upon the Facility Property and take whatever steps necessary to correct deficiencies identified in the inspection report and to charge the costs of such repairs to the Landowner, its RETAINING WALL MAINTENANCE AGREEMENT 2 Rev.4/2007 successors and assigns. It is expressly understood and agreed that the City is under no obligation to routinely maintain or repair said Facility, and in no event shall this Agreement be construed to impose any such obligation on the City, such obligation is Landowner's. 5. The Landowner, its successors and assigns, will perform the work necessary to keep the Facility in good working order as appropriate. In the event the City pursuant to this Agreement, performs work of any nature, or expends any funds in performance of said work for labor, use of equipment, supplies, materials, and the like, the Landowner, its successors and assigns, shall reimburse the City upon demand, within thirty (30) days of receipt thereof for all actual costs incurred by the City hereunder. In the event that Landowner or its successors or assigns fail to pay the City for the costs incurred under this section, the City shall impress a lien for the costs of such work upon other lots owned by the Landowner. Such lien shall be perfected by filing in the office of the County Clerk of Tarrant County, Texas an affidavit identifying the property to be charged with such lien, stating the amount thereof, and making reference to this Agreement. 6. This Agreement imposes no liability of any kind whatsoever on the City. THE LANDOWNER AGREES TO HOLD THE CITY HARMLESS FROM ANY LIABILITY IN THE EVENT THE FACILITY FAILS TO OPERATE PROPERLY. LANDOWNER COVENANT AND AGREE AND DOES HEREBY INDEMNIFY, HOLD HARMLESS AND DEFEND THE CITY OF FORT WORTH, ITS AGENTS, SERVANTS AND EMPLOYEES FROM AND AGAINST ALL COSTS, EXPENSES, LOSSES, DAMAGES, CLAIMS OR CAUSES OF ACTION WHATSOEVER ARISING, OR WHICH MIGHT ARISE, FROM THE FAILURE OF OWNER OR ANY FUTURE OWNERS OF THE ABOVE FACILITITY PROPERTY TO MAINTAIN THE RETAINING WALL IN ACCORDANCE HEREWITH, OR AS A RESULT OF ANY DAMAGES CAUSED TO PERSON OR PROPERTY DUE TO (1) EROSION OF THE SOIL BELOW THE RETAINING WALL AND ITS RETAINING WALL MAINTENANCE AGREEMENT 3 Rev.4/2007 FOOTING, , AND (2) AND FAILURE OF THE RETAINING WALL AND ITS FOOTING TO OPERATE IN A MANNER CONSISTENT WITH CITY OF FORT WORTH CRITERIA TO PERFORM ANY OF ITS DUTIES OR OBLIGATIONS HEREUNDER. 7. This Agreement shall be recorded among the land records of Tarrant County, Texas, and shall constitute a covenant running with the land, and shall be binding on the Landowner,its adm nistrators, executors,assigns, heirs and any other successors in interests,including any property owners association. Executed this 1st _ day of Dec. 20 20 Landowner City MQ NO ' -'ID IL LLC City of Fort Worth Dana Burghdoff(Dec1,202 6A1CST) Name: DONALD SILVERMAN �A/1tc}�yq Assistant City Manager Title : Manmi er of MO NORTHSIDE RETAIL LLC Approved as to Form and Legality C ��- d,(DeIDr Assistant City Attorney �.p'6444n�� " F°FORA*Oa�d ATTEST '00D 002 °o��� d O ° ]f°o°000 °°0�(d Ronald P.Gonzales, istant(Dec 4,202013:26 CST) d�a>Z nExpSbap City Secretary OFFICIAL RECORD CITY SECRETARY FT. WORTH, TX RETAINING WALL MAINTENANCE AGREEMENT 4 Rev.412007 STATE OF TEXAS § COUNTY OF TARRANT § This instrument was acknowledged before me on December2, 2020 by � A �,gppFF�, Assistant City Manager of the City of Fort Worth, on behalf of the City of Fort Worth. Jennifer L Digitally signed by Jennifer L Ezernack o\p.RY P(7e`i J E N N I F E R L. E Z E R N AC K Ezernack Date:2020.12.02 09:43:50-06'00' z Notary Public Notary Public, State of Texas Ar * STATE OF TEXAS y� P Notary I.D. 130561630 OF My Comm. Exp. Mar. 1, 2024 STATE OF TEXAS § COUNTY OF § Before me, t undersigned authority on this day personally appeared _ known to me to be the person whose name is subscribed to the foregoing instrument and acknowledged to me that the same is the act of _, and that he executed the same as its and as the act of such and for the purposes and consideration expressed in the foregoing i!10!!f �',g\\ S�7-AN Cop /���i f. S � /� �l�,f it ,!r• . N ��-i' ib ic,Itate c exas FOFL� i �2di93���:• ��� 11 lilt OFFICIAL RECORD CITY SECRETARY FT. WORTH, TX RETAINING WALL MAINTENANCE AGREEMENT 5 Rev.412007 I Contract CompIi.ince Nlana er By signing I acknowledge that.I ani the person responsible for the monitoring and administration of this contract, hiclud.ing cm-urim-all performance and rrporting requirements. or, �Janie S. i+/Iorales D,.;velupmeut Services N(anager OFFICIAL RECORD CITY SECRETARY FT. WORTH, TX EXHIBIT "A" INSERT LEGAL DESCRIPTION RETAINING WALL MAINTENANCE AGREEMENT 6 Rev.4/2007 N ABBREVIATION LEGEND ABER. DEFINITION DOC.NO.DOCUMENT NUMBER CIRF IRON ROD FOUND WITH CAP IRF IRON ROD FOUND CM CONTROLLING MONUMENT w E �5' SEWER EASEMENT / / DOC. NO.D210052902 / S 20'UTILITY z 50' 100, EASEMENT VOLUME 8306, / Z Scale 1"=100' PAGE 1637 / 5/8"CIRF SEWER EASEMENT L12 CM FLOODWAY EASEMENT VOLUME 15289, PAGE 262 \po55 DOC.NO.D210101564 15Ay �, S42°52'09"W 29.06' / 1hNIS POINT OF RACETRAC ADDITION LOT 1,BLOCK 1 S62L1 BEGINNING DOC,NO.D210101564 15'WATER EASEMENT s CC#D21010564 t1� p1 L4 L2 hA pg L5 7�� ��� � o C3 / �sp� �029 C4/ G^RETAINING WALL EASEMENT C2 5/8"IRF 0,332 ACRES(14,455 SQUARE FEET) POINT OF CM / MQ NORTHSIDE RETAIL LLC COMMENCING DOC.NO.D215249920 ACCESS EASEMENT DOC. NO.D210101564 G�SS 42,�00 95 '� o POG�o � Winkelmann RETAINING WALL EASEMENT & Associates, Inc. 0.332 ACRES SHEET CONSULTING CIVIL ENGINEERS■SURVEYORS (14,455 SQ. FT.) 67M HILLCREST PLAZA DRIVE.SUITE III is?I)d90.T°96 DAL—.TEXAS 752M (922)4662°99 FAX Texas Engineers Regstra°on No.89 Texas BHT 0200Wrienie,&Ase,2-3,_20 MQ NORTHSIDE RETAIL LLC OF COPYRIGHT©2020,Ktnkelmann 8 Assodates,Inc. Scale: r.9.2 4 Date: oe.ls.2o 4622 Maple Avenue, Suite 200 DW .File: 34111-Retaining Wall Easement 1 Dallas, 75219 Project No.: 34111 GA341\11\SURVEY\Easements\34111-Retaining Wall Easement 1.dwg CURVE TABLE NO. DELTA RADIUS LENGTH CH. L CH. B C1 140°33'54" 22.00' 53.97' 41.42' S43°01'31"W C2 45'10'38" 64.50' 50.86' 49.55' N89°16'51"W C3 34'29'56" 84.50' 50.88' 50.11' S83°56'30"E C4 140033'54" 2.00' 4.91' 3.77' N43°01'31"E LINE TABLE LINE TABLE LINE# BEARING DISTANCE LINE# BEARING DISTANCE L1 S17'15'45"W 14.72' L7 S53°12'39"E 23.05' L2 S70050'26"W 20.95' L8 N85°59'49"E 60.76' L3 S77°54'50"W 61.40' L9 N77°54'50"E 58.75' L4 S85°59'49"W 69.61' L10 N70°50'26"E 34.24' L5 N53°12'39"W 15.23' L11 N17°15'45"E 31.20' L6 N37°49'28"W 19.45' L12 S29°44'38"E 20.01' Winkelmann RETAINING WALL EASEMENT & Associates, Inc. 0.332 ACRES SHEET CONSULTING CIVIL ENGINEERS 0 SURVEYORS (14,455 SQ. FT.) 6750 HI LLCR EST PLAZA OR NE.SURE 215 (9Z2)a90.M TEXAS DAL—,TES 75230 (9Y2)i50.]059 FAX Texas Engineers Registration No.89 Texas Surveyors No.10086600 Expires 12-31-20 COPYRIGHT©2020,Wnkelmann B Associates,In MQ NORTHSIDE RETAIL LLC OF Scale: N/A Date: 05.19,20 4622 Maple Avenue, Suite 200 4 Dw .File: 34111-Retaining Wall Easement 1 Dallas, 75219 Project No.: 34111 G:\341\11\SURVEY\Easements\34111-Retaining Wall Easement 1.dwg RETAINING WALL EASEMENT DESCRIPTION STATE OF TEXAS § COUNTY OF TARRANT § BEING a tract of land situated in the ELI SHRIVER SURVEY, ABSTRACT NO. 1455, City of Fort Worth, Tarrant County, Texas, and being a portion of a tract of land described in deed to MQ Northside Retail LLC as recorded in Document No. D215249920, Official Public Records, Tarrant County, Texas, and being more particularly described as follows: COMMENCING at a 5/8-inch iron rod found for the Southeasterly corner of said MQ Northside Retail LLC tract and the Southwest corner of Lot 1, Block 1, Racetrac Addition, an addition to the City of Fort Worth, Tarrant County, Texas, according to the plat thereof recorded in Document No D210101564, Official Public Records, Tarrant County, Texas, said iron rod being on the Northerly right-of-way of North Tarrant Parkway, a 200-foot right-of-way; THENCE North 27 deg 15 min 26 sec West, a distance of 240.12 feet to a 5/8-inch capped iron rod found for the Northwesterly corner of said Lot 1 and an Easterly corner of said MQ Northside Retail LLC tract; THENCE South 42 deg 52 min 09 sec West, departing the Northwesterly corner of said Lot 1 and said Easterly corner, over and across said MQ Northside Retail LLC tract, a distance of 29.06 feet to the POINT OF BEGINNING; THENCE continuing over and across said MQ Northside Retail LLC tract the following courses and distances: South 62 deg 15 min 45 sec West, a distance of 92.97 feet to a point for corner; South 17 deg 15 min 45 sec West, a distance of 14.72 feet to a point for corner; South 27 deg 15 min 26 sec East, a distance of 127.43 feet to a point for corner, said point being the beginning of a curve to the right, having a radius of 22.00 feet, a central angle of 140 deg 33 min 54 sec, a chord bearing of South 43 deg 01 min 31 sec West, and a chord length of 41.42 feet; Along said curve to the right, an arc distance of 53.97 feet to a point for corner and the beginning of a curve to the left, having a radius of 64.50 feet, a central angle of 45 deg 10 min 38 sec, a chord bearing of North 89 deg 16 min 51 sec West, and a chord length of 49.55 feet; Along said curve to the left, an arc distance of 50.86 feet to a point for corner; North 37 deg 11 min 43 sec West, a distance of 102.97 feet to a point for corner; South 70 deg 50 min 26 sec West, a distance of 20.95 feet to a point for corner; South 77 deg 54 min 50 sec West, a distance of 61.40 feet to a point for corner; South 85 deg 59 min 49 sec West, a distance of 69.61 feet to a point for corner; North 53 deg 12 min 39 sec West, a distance of 15.23 feet to a point for corner; (Continued on Sheet 4) Winkelmann RETAINING WALL EASEMENT & Associates, Inc. 0.332 ACRES SHEET CONSULTING CIVIL ENGINEERS■SURVEYORS (14,455 SQ. FT.) S]SO HILLCREST PLA DRIVE,SUITE 215 072)—peo OA—S.TExAS 752M (972)A 70N FAX Texas Engineers Registration No.89 Texas Surveyors No.10088800 Expires 12-31-20 COPYRIGHT©2020,VAnkelmann L Associates,Inc. MQ NORTHSIDE RETAIL LLC OF Scale: wn 4 Date: 05.19.20 4622 Maple Avenue, Suite 200 DW .File: 34111-Retaining Wall Easement 1 Dallas, 75219 Pro'ect No.: 34111 G:\341\11\SURVEY\Easements\34111-Retaining Wall Easement 1.dwg RETAINING WALL EASEMENT DESCRIPTION (Continued from Sheet 3) South 52 deg 13 min 31 sec West, a distance of 109.97 feet to a point for corner; North 37 deg 47 min 34 sec West, a distance of 19.45 feet to a point for corner; North 51 deg 57 min 27 sec East, a distance of 125.51 feet to a point for corner; South 53 deg 12 min 39 sec East, a distance of 23.05 feet to a point for corner; North 85 deg 59 min 49 sec East, a distance of 60.76 feet to a point for corner; North 77 deg 54 min 50 sec East, a distance of 58.75 feet to a point for corner; North 70 deg 50 min 26 sec East., a distance of 34.24 feet to a point for corner; South 37 deg 11 min 43 sec East, a distance of 103.76 feet to a point for corner, said point being the beginning of a non-tangent curve to the right having a radius of 84.50 feet, a central angle of 34 deg 29 min 56 sec, a chord bearing of South 83 deg 56 min 30 sec East, and a chord length of 50.11 feet; Along said non-tangent curve to the right, an arc distance of 50.88 feet to a point for corner, said point being the beginning of a curve to the left having a radius of 2.00 feet, a central angle of 140 deg 33 min 54 sec, a chord bearing of North 43 deg 01 min 31 sec East, and a chord length of 3.77 feet; Along said curve to the left, an arc distance of 4.91 feet to a point for corner; North 27 deg 15 min 26 sec West, a distance of 135.62 feet to a point for corner; North 17 deg 15 min 45 sec East, a distance of 31.20 feet to a point for corner; North 62 deg 15 min 45 sec East, a distance of 100.55 feet to a point for corner; THENCE continuing over and across said MQ Northside Retail LLC tract South 29 deg 44 min 38 sec East, a distance of 20.01 feet to the POINT OF BEGINNING. CONTAINING within these metes and bounds 0.332 acres or 14,455 square feet of land, more or less. Bearings shown hereon are based upon an on-the-ground Survey performed in the field on the 4th day of August, 2014, utilizing a G.P.S. measurement(WGS 84) of South 27 deg 15 min 26 sec East(plat-South 27 deg 15 min 31 sec East), along the Southwesterly line of Lot A, Block 1, Racetrac Addition, recorded in Document No. D210101564, Official Public Records, Tarrant County, Texas. FWinkelmann RETAINING WALL EASEMENT & Associates, Inc. 0.332 ACRES SHEET CONSULTING CIVIL ENGINEERS■SURVEYORS (14,455 SQ. FT.) 67M NILLCREST PLAZA DRNE,SUITE 215 (922)490.2090 DALLAs,TEXAS 75230 (922)4-FAX Texas Engineers RegisVa�on No.BO Texas Surveyors No.10086600 Expires 12-31-20 C.1YRIGNT72020,Wnkelmann&Associates,Inc. MQ NORTHSIDE RETAIL LLC OF Scale: N/A Date: 05.19.20 4622 Maple Avenue, Suite 200 4 DW .File: 34111-Retaining Wall Easement Dallas, 75219 Project N0.: 34111 G:\341\11\SURVEY\Easements\34111-Retaining Wall Easement 1.dwg N ABBREVIATION LEGEND ABER. DEFINITION DOC.NO.DOCUMENT NUMBER CIRF IRON ROD FOUND WITH CAP IRF IRON ROD FOUND CM CONTROLLING MONUMENT w E �-'15' SEWER EASEMENT / / DOC. NO.D210052902 / S 50' 100, �j Scale 1"=100' SEWER EASEMENT 5/8"GIBE VOLUME 15289, PAGE 262 � / , CM FLOODWAY EASEMENT 20 UTILITY DOC. NO.D210101564 EASEMENT LOT 1,BLOCK 1 Z VOLUME 8306, Nr'a RACETRAC ADDITION PAGE 1637 s� DOC.NO.D210101564 POINT OF LOMMENCING � 15'WATER EASEMENT po CC#D21010564 ACCESS EASEMENT DOC.NO.D210101564 / / S64°21'52"W / MQ NORTHSIDE RETAIL LLC 113.87' / DOC.NO.D215249920 C7 L8 L9 5/8"IRF C8 L10� CM RETAINING WALL EASEMENT C2 ,/ 0.219 ACRES(9,543 SQUARE FEET) �9�2k L3 C1 r� �59 A53� �23ti� POINT OF BEGINNING � Sg9 61 / 9 / y to 'N ��Q P�� P /CS G�SS �2�00 �\OF �pG�p. �p�\G / 'op Winkelmann RETAINING WALL EASEMENT & Associates, Inc. 0.219 ACRES SHEET CONSULTING CIVIL ENGINEERS■SURVEYORS (9,543 SQ. FT.) 6750 HI LLCREST PLAZA DRIVE.SMITE 215 19)2)690.1090 DALLAS.TEXAS 75230 (912)iSP1099 FAX Texas Engineers Regstrauon No.89 Texas Surveyors No.10088600 F.o,cs 12-31-20 COPYRIGHT 0 2020,Wnkdmann B Assoaates.Inc. MQ NORTHSIDE RETAIL LLC OF Scale: 1"=100' FProDate: 05.19.20 4622 Maple Avenue, Suite 200 4 'ecDw .File: 34111-Retaining Wall Easement2 Dallas, 75219 t N0.: 34111 G:\341\11\SURVEY\Easements\34111-Retaining Wall Easement 2.dwg CURVE TABLE NO. DELTA RADIUS LENGTH CH. L CH. B C1 51°55'35" 62.50' 56.64' 54.72' N80°52'28"W C2 33'30'19" 37.50' 21.93' 21.62' N71°39'49"W C3 57°21'43" 37.08' 37.12' 35.59' S12°33'24"W C4 46°46'27" 60.50' 49.39' 48.03' S09°43'10"W C5 50°35'06" 41.13' 36.31' 35.15' N12°30'52"E C6 79°24'55" 60.28' 83.55' 77.02' N25°48'33"E C7 49016'41" 57.50' 49.45' 47.94' S79°33'00"E C8 62°20'46" 42.50' 46.25' 44.00' S86°05'03"E LINE TABLE LINE TABLE LINE# BEARING DISTANCE LINE# BEARING DISTANCE L1 S66°37'46"W 29.50' L7 N17°51'03"E 20.45' L2 N23°22'14"W 16.35' L8 N62°44'34"E 10.03' L3 S17°51'03"W 15.35' L9 S23°22'14"E 16.73' L4 N30°19'24"W 15.93' L10 N66°33'1FE 9.50' L5 N66°38'48"W 20.44' L11 S23°22'14"E 20.00' L6 S29°36'37"E 17.98' Winkelmann RETAINING WALL EASEMENT & Associates, Inc. 0.219 ACRES SHEET CONSULTING CIVIL ENGINEERS■SURVEYORS (9,543 SQ. FT.) 67-LLCR EST Pl OR NE,SUITE 215 (S)2)SS6T- DALIAS.TEXAS 25230 (912149 7M FAX Texas Engineers Regisvatlon No.89 Texas Surveyors No,10086,300 Expires 12-31-20 COPYRIGHT©2020,Wnkelmann&Associates, MQ NORTHSIDE RETAIL LLC OF Scale: N/A �,F : os.ls.zo 4622 Maple Avenue, Suite 200 4 DW : 34111-Retaining Wall Easement2 Dallas, 75219 Proe .: 34111 G:\341\11\SURVEY\Easements\34111-Retaining Wall Easement 2.dwg RETAINING WALL EASEMENT DESCRIPTION STATE OF TEXAS § COUNTY OF TARRANT § BEING a tract of land situated in the ELI SHRIVER SURVEY, ABSTRACT NO. 1455, City of Fort Worth, Tarrant County, Texas, and being a portion of a tract of land as described in deed to MQ Northside Retail LLC, as recorded in Document Number D215249920, Official Public Records,Tarrant County,Texas, and being more particularly described as follows: COMMENCING at a 5/8-inch capped iron rod found for a Easterly corner of said MQ Northside Retail LLC tract and the Northwesterly corner of Lot 1, Block 1, Racetrac Addition, an addition to the City of Fort Worth, Tarrant County, Texas, according to the plat thereof recorded in Document Number D210101564, Official Public Records, Tarrant County,Texas; THENCE South 27 deg 15 min 26 sec East, along the Easterly line of said MQ Northside Retail LLC tract and the Westerly line of said Lot 1, a distance of 240.12 feet to a 5/8-inch iron rod found for the Southwesterly corner of said Lot 1 and the Southeasterly corner of said MQ Northside Retail LLC tract, said iron rod being on the Northerly right-of-way of North Tarrant Parkway, a 200-foot right-of-way; THENCE South 64 deg 21 min 52 sec West, departing the Southwesterly corner of said Lot 1 and the Northerly right-of-way of said North Tarrant Parkway, over and across said MQ Northside Retail LLC tract, a distance of 113.87 feet to the POINT OF BEGINNING; THENCE continuing over and across said MQ Northside Retail LLC tract, the following courses and distances: South 66 deg 37 min 46 sec West, a distance of 29.50 feet to a point for corner; North 23 deg 22 min 14 sec West, a distance of 16.35 feet to a point for corner, said point being the beginning of a non-tangent curve to the right having a radius of 62.50 feet,a central angle of 51 deg 55 min 35 sec, a chord bearing of North 80 deg 52 min 28 sec West, and a chord length of 54.72 feet; Along said non-tangent curve to the right, an arc distance of 56.64 feet to a point for corner, said point being the beginning of a curve to the left having a radius of 37.50 feet,a central angle of 33 deg 30 min 19 sec, a chord bearing of North 71 deg 39 min 49 sec West, and a chord length of 21.62 feet,- Along said curve to the left, an arc distance of 21.93 feet to a point for corner; South 17 deg 51 min 03 sec West, a distance of 16.35 feet to a point for corner; South 59 deg 39 min 02 sec West, a distance of 223.28 feet to a point for corner; North 30 deg 19 min 24 sec West,a distance of 15.93 feet to a point for corner, said point being the beginning of a non-tangent curve to the left having a radius of 42.50 feet, a central angle of 57 deg 21 min 43 sec, a chord bearing of South 12 deg 33 min 24 sec West, and a chord length of 35.59 feet; Along said non-tangent curve to the left, an arc distance of 37.12 feet to a point for corner, said point being the beginning of a curve to the right having a radius of 60.50 feet, a central angle of 46 deg 46 min 27 sec, a chord bearing of South 09 deg 43 min 10 sec West, and a chord length of 48.03 feet; Along said curve to the right, an arc distance of 49.39 feet to a point for corner; North 66 deg 38 ruin 48 sec West, a distance of 20.44 feet to a point for corner, said point being the beginning of a noel-tangent curve to the left having a radius of 41.13 feet,a central angle of 50 deg 35 min 06 sec, a chord bearing of North 12 deg 30 min 52 sec East, and a chord length of 35.15 feet; (Continued on Sheet 4) NWinkelmann RETAINING WALL EASEMENT & Associates, Inc. 0.219 ACRES SHEET CONSULTING CIVIL ENGINEERS■SURVEYORS (9,543 SQ. FT.) 6750 HILLCREST PLAZA ORIVE,SMITE 215 pl))IS7090 DA—,TEXAS 752]0 1M)4 7099 FAX Texas Engineers Regisvauon No.89 Texas No. rs COPYRIGHT�e20 0,VAnk lmaOnn B ASSOUateS210 nc. MQ NORTHSIDE RETAIL LLC OF Scale: NSA Date: 0e.1 .zo 4622 Maple Avenue, Suite 200 s Dw .File: 34111-Retaining Wall Easement Dallas, 75219 lProjectNo.: 34111 G:\341\11\SURVEY\Easements\34111-Retaining Wall Easement 2.dwg RETAINING WALL EASEMENT DESCRIPTION (Continued from Sheet 3) Along said non-tangent curve to the left, an arc distance of 36.31 feet to a point for corner, said point being the beginning of a curve to the right having a radius of 60.28, a central angle of 79 deg 24 min 55 sec, a chord bearing of North 25 deg 48 min 33 sec East, and a chord length of 77.02 feet; Along said curve to the right, an arc distance of 83.55 feet to a point for corner; South 29 deg 36 min 37 sec East, a distance of 17.98 feet to a point for corner; North 59 deg 43 min 33 sec East, a distance of 195.24 feet to a point for corner; North 17 deg 51 min 03 sec East, a distance of 20.45 feet to a point for corner, said point being the beginning of a non-tangent curve to the right having a radius of 57.50 feet, a central angle of 49 deg 16 min 41 sec, a chord bearing of South 79 deg 33 min 00 sec East, and a chord length of 47.94 feet; Along said non-tangent curve to the right, an arc length of 49.45 feet to a point for corner, said point being the beginning of a curve to the left having a radius of 42.50 feet, a central angle of 62 deg 20 min 46 sec,a chord bearing of 86 deg 05 min 03 sec East, and a chord length of 44.00 feet; Along said curve to the left, an arc distance of 46.25 feet to a point for corner; North 62 deg 44 min 34 sec East, a distance of 10.03 feet to a point for corner; South 23 deg 22 min 14 sec East,a distance of 16.73 feet to a point for corner; North 66 deg 33 min 15 sec East, a distance of 9.50 feet to a point for corner; THENCE South 23 deg 22 min 14 sec East,continuing over and across said MQ Northside Retail LLC tract, a distance of 20.00 feet to the POINT OF BEGINNING. CONTAINING within these metes and bounds 0.219 acres or 9,543 square feet of land, more or less. Bearings shown hereon are based upon an on-the-ground Survey performed in the field on the 4th day of August,2014, utilizing a G.P.S. measurement(WGS 84) of South 27 deg 15 min 26 sec East(plat-South 27 deg 15 min 31 sec East), along the Southwesterly line of Lot A, Block 1, Racetrac Addition, recorded in Document No. D210101564, Official Public Records,Tarrant County, Texas. VWinkelmann RETAINING WALL EASEMENT & Associates, Inc. 0.219 ACRES SHEET CONSULTING CIVIL ENGINEERS■SURVEYORS (9,543 SQ. FT.) 67MHILLCREST PLAZA ERNE.SUITE 215 (972)4167090 OALLAS,TEXAS 25230 (922)4—IM FAX Texas Engineers RegiSUAt No.89 Texas Surveyors No.10086600 Expires 12-31-20 COPYRIGHT©2020,Wnkelmann&A9sodates,Inc. MQ NORTHSIDE RETAIL LLC OF Scale: WA Date: 05.19.20 4622 Maple Avenue, Suite 200 4 DW .File: 34111-Retaining WallEasement2 Dallas, 75219 Pro ect No.: 34111 G:\341\11\SURVEY\Easements\34111-Retaining Wall Easement2.dwg N ABBREVIATION LEGEND ABBR. DEFINITION DOC.NO.DOCUMENT NUMBER CIRF IRON ROD FOUND WITH CAP IRE IRON ROD FOUND CM CONTROLLING MONUMENT W E FLOODWAY EASEMENT / DOC.NO.D210101564 / POINT OF / S COMMENCING ' 50' 100' \ \ / / 5/8"CIRF Scale 1 =100 , / CM l /�0 / 20'UTILITY / ly MO DOC NORTHS O IDE RETAIL LC `Pc'>oa�-70�0 / EASEMENT / / o� o LOT 1A,BLOCK 11 I VOLUME 8306, �� s COVENTRY HILLS ADDITION / / fl PAGE 1637 CABINET A,SLIDE 6789 ZONED:"AR" / a o !moo ACCESS EASEMENT LAND USE:RESIDENTIAL / / OC.NO.D210101564 / 3ti$1 's 'moo �ti N76o /8"IRF / X r'g s6 V 34 p8„w/ 16 8.8T 20'UTILITY EASEMENT ! POINT OF VOLUME 8306, PAGE 1637 RETAINING WALL EASEMENT BEGINNING N 0.326 ACRES(14,191 SQUARE FEET) 43 15' WATER EASEMENT CC# D21010564 25'UTILITY EASEMENT VOLUME 8479,PAGE 1078 / PC G••��0`�Q��� `,LpO 00 Winkelmann RETAINING WALL EASEMENT & Associates, Inc. 0.326 ACRES SHEET CONSULTING CIVIL ENGINEERS E SURVEYORS (14,191 SQ. FT.) el.MILLCREST PLAZA SUITE 215 (9721490�2as0 cALLAS.T—s 25— (922I< 7099 FAX Texas Engineers Regstranon No.89 Texas Surveyors N0. inkel arn&Expires—dat1-20 MQ NORTHSIDE. RETAIL LLC OF COPYRIGHT O 2020,V14nkelmann 8 Assoaates.Inc. Scale: 1°-100'Date: 05.19.20 4622 Maple Avenue, Suite 200 3 DW .File: 34111-Retaining Wall Easement Dallas, 75219 Pro ect No.: 34111 G:\341\11\SURVEY\Easements\34111-Retaining Wall 7asement 3.dwg CURVE TABLE NO. DELTA RADIUS LENGTH CH. L CH. B C1 50°57'31" 68,48' 60.90' 58.92' S32°13'24"W C2 31°13'37" 88.50' 48.23' 47.64' N29°07'41"E LINE TABLE LINE TABLE LINE# BEARING DISTANCE LINE# BEARING DISTANCE L1 S59°40'36"W 51.28' L6 N32°11'17"W 75.55' L2 S25°41'19"W 62.77' L7 N39°02'49"W 62.65' L3 N64°19'00"W 20.00' L8 N52°13'31"E 20.00' L4 N25°41'00"E 68.81' L9 S39°02'49"E 63.41' L5 N59°40'36"E 21.96' L10 S32°11'23"E 94.46' Winkelmann RETAINING WALL EASEMENT & Associates, Inc. 0.326 ACRES SHEET CONSULTING CIVIL ENGINEERS■SURVEYORS (14,191 SQ. FT.) 6750 HIlLCFEST PLAZA"fl NE,SMITE 215 je]2)J94]0ao DA—S.T—S 752M 19J21-709e FAX Texas Engineers Regmgabon No.89 Texas Surveyors No.10026600 Expres 12-31-20 COPYRIGHT 02020Wnkelmann&A—dates.Inc. MQ NORTHSIDE RETAIL LLC OF rscale: NA 4622 Maple Avenue, Suite 200 3 Date: os.ls.zo D- .FII34111-Retaining Wall Easement3 Dallas, 75219 ect No.: 34111 G:\341\11\SURVEY\Easements\34111-Retaining Wall Easement 3.dWg RETAINING WALL EASEMENT DESCRIPTION STATE OF TEXAS § COUNTY OF TARRANT § BEING a tract of land situated in the ELI SHRIVER SURVEY, ABSTRACT NO. 1455, City of Fort Worth, Tarrant County,Texas, and being a portion of a tract of land as described in deed to MQ Northside Retail LLC, as recorded in Document No. D215249920, Official Public Records,Tarrant County,Texas, and being more particularly described as follows: COMMENCING at a 5/8-inch capped iron rod found for a Easterly corner of said MQ Northside Retail LLC tract and the Northwesterl corner of Lot 1, Block 1, Racetrac Addition, an addition to the City of Fort Worth,Tarrant County,Texas, according to the plat thereof recorded in Document No. D210101564, Official Public Records, Tarrant County, Texas; THENCE South 27 deg 15 min 26 sec West, along the Easterly line of said MQ Northside Retail LLC tract and the Westerly line of said Lot 1, a distance of 240.12 feet to a 5/8-inch iron rod found for the Southwesterly corner of said Lot 1 and the Southeasterly corner of said MQ Northside Retail LLC tract, said iron rod being on the Northerly right-of-way of North Tarrant Parkway, a 200-foot right-of-way; THENCE North 76 deg 34 min 08 sec West, over and across said MQ Northside Retail LLC tract, a distance of 168.87 feet to th POINT OF BEGINNING, said point being the beginning of a non-tangent curve to the left having a radius of 68.48,a central angle of 50 deg 57 min 31 sec, a chord bearing of South 32 deg 13 min 24 sec West, and a chord length of 58.92 feet; THENCE departing the Southwesterly corner of said Lot 1 and the Northerly right-of-way of said North Tarrant Parkway and over and across said MQ Northside Retail LLC tract the following courses and distances: Along said non-tangent curve to the left, an arc distance of 60.90 feet to a point for corner; South 59 deg 40 min 36 sec West,a distance of 51.28 feet to a point for corner; North 30 deg 19 min 24 sec West, a distance of 119.44 feet to a point for corner; South 59 deg 19 min 50 sec West, a distance of 302.53 feet to a point for corner; South 25 deg 41 min 19 sec West,a distance of 62.77 feet to a point for corner; North 64 deg 19 min 00 sec West, a distance of 20.00 feet to a point for corner; North 25 deg 41 min 00 sec East, a distance of 68.81 feet to a point for corner; North 59 deg 20 min 11 sec East, a distance of 328.70 feet to a point for corner; South 30 deg 19 min 24 sec East, a distance of 119.56 feet to a point for corner; North 59 deg 40 min 36 sec East, a distance of 21.96 feet to a point for corner, said point being the beginning of a non-tangent curve to the right having a radius of 88.50 feet, a central angle of 31 deg 13 min 37 sec, a chord bearing of North 29 deg 07 min 41 sec East, and a chord length of 47.64 feet; Along said non-tangent curve to the right, an arc distance of 48.23 feet to a point for corner; North 32 deg 11 min 17 sec West, a distance of 75.55 feet to a point for corner; North 39 deg 02 min 49 sec West, a distance of 62.65 feet to a point for corner; North 52 deg 13 min 31 sec East, a distance of 20.00 feet to a point for corner; South 39 deg 02 min 49 sec East, a distance of 63.41 feet to a point for corner; THENCE South 32 deg 11 min 23 sec East, continuing over and across said MQ Northside Retail LLC tract, a distance of 94.46 feet to the POINT OF BEGINNING. CONTAINING within these metes and bounds 0.326 acres or 14,191 square feet of land, more or less. Bearings shown hereon are based upon an on-the-ground Survey performed in the field on the 4th day of August, 2014, utilizing a G.P.S. measurement(WGS 84)of South 27 deg 15 min 26 sec East(plat-South 27 deg 15 min 31 sec East), along the Southwesterly line of Lot A, Block 1, Racetrac Addition, recorded in Document No. D210101564, Official Public Records, Tarrant County,Texas. NWinkelmann RETAINING WALL EASEMENT & Associates, Inc. 0.326 ACRES SHEET CONSULTING CIVIL ENGINEERS■SURVEYORS (14,191 SQ. FT.) 6)50 HILLCREST PL DRNE,SUITE 9P E 215 1922)4 )090 DALL$TEXAS 75230 Texa I9)2)4 7099 FAX s Engineers RcgistratlDn No.89 Texas Surveyors No.10086600 Expres 12-81-20 COPYRIGHT©2020,Winkelmann&A9s9aates,Inc. MQ NORTHSIDE RETAIL LLC OF Scale: N/A Date: 05.19.20 4622 Maple Avenue, Suite 200 3 D%kq.File; 34111-Retaining Wall Easement3 Dallas, 75219 Project No.: 34111 G:\341\11\SURVEY\Easements\34111-Retaining Wall Easement 3.dwg EXHIBIT "B" DESIGN PLANS AND SPECIFICATIONS RETAINING WALL MAINTENANCE AGREEMENT 7 Rev.4/2007 r I RETAINING `� I WALL B I < i RE TA — 64 - I I 1 WALL C ` S neJ, 6 tr 0 60' 120' 1 ! 3 SCALE: 1" = 60' i 6 r= RETAINING WALL A \ A I f ,. I I i I 3 ! / ,, /' ! CO I J � I; _ !r/;_•' \ ! I t11 1 It \ it V O I I 1 \ QCd i uj I 648 tit IQ t— I \ \\�► 't \ — 646 __ 642 645 Winkelman OVERALL GRADING PLAN WALL A Bc Associates, Inc.. SHEET CONSULTING`m` M('SURVE°RS NORTH SIDE T—Ea yll R19TIValiaa Na 89 T YJGHTyre20.ftotbn- 10°808—°0 FORT WORTH TEXAS coRTRICRr�soxo.vmkan,an„n N.«ate..i�G OF Scale : 1" = 60' Date : 10 05 2020 Dwg. File : GRD.DWG 8 Pro'ect No. N 1 ; I / ` \ � 6 II s\0 65 \ J II II UA i --1 656 $ Ir it l 0 60 i 20111 I SCALE: 1" = 60' r ; \ 642 �4LLJ I N \ x I _ '�* s _ 3 CCD RETAINING i ...000 3 I'I WALL C 642 : l RETAINING WALL B �I !� IIil I � I I II fj I Qo I I '; I / f If �°' it I� LQ �. / o) / -12°9 vSS / I i Ilri1 � 'II i /{ \ 63g r'" I RETAINING 7 1\ I II i I WALLA J 3 642 Winkelmann & Associates, Inc. OVERALL GRADING PLAN WALL B & C SHEET CONSULTWO CML ENGINEERS •SURVEYORS NORTH SIDE 2 T°°'.°A agF�r°R,Uatb N°.89 "° °°`" N. FORT WORTH TEXAS COPYRIGHT.y 2O R.Yf.td N.h N°°d°t°x Inc OF Scale : 1" = 50' Date : 10 05 2020 Dwg. File : GRD.DWG 8 Pro"ect No. STA. 0+00.00 WALL A 47, \ STA. 0+61.39 WALL A N (51 \ 639.07TW 617 \ egg 648.00 TW 639.166W,\ ` 210011, 1` 639.01BW \ _ — � \ — \\ 648.24TW >.v _ --- - , ��`� STA. 7 28.39 WALL A J, \ STA. 3+79.63 WALL A / \ s s 01-3 639.00BW � ' P"a7 BW 650.00TW m= STA. 4+99. 14 WALLA \ a 1•,, g 648.25TW • \� �'a2q V 644. 00BW STA. 5+32. 74 WALLA 650.001 640 79BW r 647.54TW 638.13BW \` ��' STA. 6+68. 9 WALL A STA. 5+86. 13 WALL / v \ \\ 640.95BW Oo } 6' �• ,\ - C Winkelman RETAINING WALL A PLAN & Associates, Inc.. SHEET CCNSIILTWG CML ENGINEERS .AIRVEYORS NORTH SIDE T Boa E gF—R191W.tl Na 89 Tema wn.pr,Ra9Wkd.No.t00B88-t FORT WORTH TEXAS T... Nr zoso.xu,¢amw�a wa-m�.Inc OF Scale : 1" = 80' Date : 10 05 2020 Dwg. 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File PRELIM '/ I �b X STA. 0+00.00 WALL B 647.22TVV Xr- STA. 0+61.64 WALL BI 947.22BW CD 64762TW BW itt 648' .81 TW 81 ATW"3 [STA. 0+J4.01 WALL B 39.4680 I I � - STA. 1+06.1 91 1 WALL B STA. 0+89.26 WALL 640.0013W < 648.95TW -4 IA I STA. 2+13.02 WALL B , 642.50BW , 650.47TW 6 42.5 B 651.99T STA. 3+19. 13 WALL STA. 3+36.99 WALL B 07, < db w I R 640.34BW W.34BW ISTA. 3+69. 74 WALL B o 65 STA. 4+26.24 WALL B 655.47TW - 655.72TW'--"'j---------65. ISTA. 4+42. 18 WALL B STA. 4+5368 WALL BI 165 .46BW 0- \1655.63T 655.72BWI cy) 661 Winkelmann & Associates, Inc. RETAINING WALL 8 PLAN SHEET CONSULTWG CML ENCINEERS - (972 75M NORTH SIDE 6 T....Dgh—.R.,.lr.tbn Na.89 n2R,?',�.�N..MWO-W wk�—& I.. FORT WORTH, TEXAS OF Scale 60' Date : 10 05 2020 Dwg. File PRELIM GRD.DWG 8 Proiect No. : 34111 ■■■■■■■■■■■■■■■■■■■N■■■u■ ANEMONE■I� �■■■■■■■■■■■ • ' Niiuu uNiiiui■N� iiiiiiii' ii - • // // i1mm`o:1: :/,N■■■■■■ ■■■■■■■■ ■■■■■■■■ I / :• E1_EEE�_EEE�i\iigol!iil:0:!oM■■■■■■■MEMOS■■MEE ■■■NNE■■: • : • ■■1 .Iw_�_i1ME.'., a■■■■■■■ . / :• • , • NNE■IhC■�■ice■�i�:�.�:�:�:�:�5�■■■■■■■ ■NEE■■NE■■ I / : ■1M■R%Mia■M , • ■■■■■■OEM■: . / /. ■:■■■■■-r�-■•��•�•�•�p�• i■■■■■■E■ ■■■■■■■■■■ N■■■■■ .! 600 ME■E■■■■N■M■ME■ ,. _ ■■ON .aim_■_�_E_E'. �■M■_■_■_ ■■■■■EMI■■IMENIMESSIMER■ ►ao�MCEM■:::;:;:;;:::�:�i■■■■■ • , , ■ • '• ' .■MUMS-■_N_■_■_�_.:•:.:.:•:,:�■■■■■% // :!,Mmmmmmm ONE ■■N■M■NEE isi■:.©n:■M■Mitr :•.::::o������ :. ■■■■■■MINE �_�..:OMEN_� 310101E 1120101MOK.W." ME ME • '• .E� �__m", _E_E_■_.ii.MAN iei•,•ia■MIN■ my NNN�!_■ �_■_ .......■ mom ME MIN■ Ord MMM■ 6P•PP••: imm - v ■ - 1 �■MNI�Nmg ord ■■■■■MEN • ■■EMI■■M■�iMSEmmi in ON ■■■ I■■MLJ■ •1■I` ;■■■■■■! : I■�■0E■M■ ME .........■..... . ■`m.. No . IN ■■ ... moll • • • • . . . • • • - , n WIT/ RETAINING WALL 8 PROFILE NORTH SIDE scale :0 E E E E -J, J \\\\ A `.` T � STA. 0+00.00 WALL C ' , \ b r �y+ ` o , 640.98BW 640.93TW \ N ; \ m ml 642.26BW 6 -z F '-I 642.95BW aj STA. 1+09.23 WALL C m f' 650.00TW STA. 1+28.63 WALL C I - 650.00TW \\ `� STA. 1+92.94 WALL C STA. 2+52. 75 WALL C ` \ \� STA. 2+81.67 WALL C 642.45BW ,A 'A< s \ - Y 650.56TW 642.80BW\ / \., 651.00TW STA. 5+92.62 WALL C STA. \3+84. 79 WALL C 651 \ _ �� STA. 6+17.34 WALL C s`�, ;; 651.50TW _ 647.00TW 6 \ \ \ 42.00BW \ 652.92 TW \ \ ' 647.84BW STA. 4+35. 78 WALL C STA. 4+62.35 WALL C = 658.00TW% \ \ _643.00BW' \ ---- 5 \648.00BW \; - -_- _-----659----- 648.00TW \ ��s —660 L `— \ STA. 7+09.96 WALL \� yg 6� � • 6 6�9 \ �N\ \\ \ 61 Winkelmann & Associates, Inc. RETAINING WALL C PLAN SHEET °"� "`""`EK' S ��" NORTH SIDE e)w Nurnar ww oms sxrt xl° (un)wo-- 7 S,iFYA4 x]0 (%x)49Y'IV9G iA% T.eaa Engh.�e R.gl°✓°lbn N.°9 °`°° °q'Ra914ot� N. °°° FORT WORTH TEXAS —...-.. zozo,N kd-a�°«h)°°.i°� OF scale : 1" = 80' Date : 10 05 2020 Dwg. 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SEE ■M■■■■■mmm■ 'Oi=■jj; 11Il E :I 1i ■� ■� .r MERIN Ed llll111 ..■.■.■.... men ■ . . . �i►ii�i ,��:; :"'i 1� 3; up Ilion■■ ■ men ■ mM ■■ ■■mmmm �■ 91-•'�'I'-.�':'; ■ ■ ■ • ME ommmunnimplummo Hill .0811 FA 5 • ' • ' !'iii on MEN i IN, =:Ems::: IF, "Mm MIMI WE EMmm■EE■mmmmMOMMOSENROMM / m�■■Rv■Nilo■■1 I■■E■E■■!■mm■mE■!■■SEE iiiiiiiiii: ME I :`lsommmmmommso Molts■■:::::1 1::�■::::::::::::::::: ...........■ ........E■MM■■:: ill::MEE■m1...rM■■mEm■SM■■mm■■Emmm■■ . . . . . . . . . . . . . . ® Winkelmann & Associates, Inc. RETAINING WALL C PROFILE SHEET OR • - 7- NTH SIDE -1/15/911101 F WORTH, TEXAS OF Struclural Engineering Consultations 722 North Fielder Road, Arlington, Texas 76012 FALKOFSKE (817) 261-8300 E N RW4-1 TA/N RW2-1 WALL RW2-2 $� � I _ RW5-2 Ili, WA L C S RW3-2 W 0 6 0' 120' J m SCALE: 1" = 60' I �� -- -- --- I / 642 - NOTE FROM FALKOFSKE: This plan was developed directly from Winkelmann � ` RW3-1 I & Associates, Inc. Retaining Wall A Plan Q and Profile dated October 05, 2020, `O dcaI ' 3 sheet 1 of 13. This plan is for the sole purpose of showing what retaining wall m sections to use where and to comment - on the site as necessary with regards to �?�/ �a the retaining walls. Contractor shall `O o review final Civil Plans for other notes with regard to the site prior to constructing Masonry Stone Retaining i - J Walls. RW2-1 wlNc� / IFA WALL A co -I`r �I y , RW2-2 I ! - 646 _ - 645 �•` , ,.. ,I \ 642 WALLCO RETAINING MASONRY RETAINING WALLS — JOB NO. 432.20 SITE PLAN SHEET WALLS, INC. DATE: 10-27-20 4800 S.E, LOOP 820 NORTH SIDE FORT WORTH, TEXAS OFF NORTH TARRANT PARKWAY BY: MKN 76140 NEAR PARK VISTA B❑ULRSVARD SP1 FORT WORTH, TEXAS SCALE: 1/4"=1 Struclural Engineering Consultations 722 North Fielder Road, Arlington, Texas 76012 FALKOFSKE (817) 261-8300 E IJ60 N ss1"- 659 RW5-2 R 659 0) RW4-2 RW 0 60' 120' NOTE FROMFALKOFSKE:This plan RW5 1 was developed directly from W Wi I m & inkelmann&Associates, Inc.Retaining i g �l Retaining Wall A Plan and Profile LO dated October 05, 2020, sheet 2 of RW3-2 13. This plan is for the sole purpose b4Z of showing what retaining wall sections to use where and to comment on the site as necessary co jj 1 1! with regards to the retaining walls. RW2-1 Contractor shall review final Civil RETAINING Plans for other notes with regard to WALL B the site prior to constructing Masolinry Stone Retaining Walls. RW4-2 _ � ' , � , �`m�l RW2-1 RW3-1 j 1: U RW4-1 `4- U 'ass RW5-2 RW3-2 6,3 RW5-1 C,4 RETAINING WALLA > A WALLCO RETAINING MASONRY RETAINING WALLS - JOB NO. 432.20 WALLS, INC, SITE PLAN DATE: 10-27-20 SHEET 4800 S.E. LOOP 820 NORTH SIDE FORT WORTH, TEXAS OFF NORTH TARRANT PARKWAY BY: MKN 76140 NEAR PARK VISTA BOULRSVARD SP2 FORT WORTH, TEXAS SCALE: 1/4"=l' Structural Engineering Consultations r 722 North Fielder Road, Arlington, Texas 76012 FALKOFSKE (817) 261-8300 3. Construction GENERAL NOTES - 3.1 Preparation Work 1.Design a,Prior to grading a excavation of the site,confirm the location of the retaining walls and all I.I.Design Codes underground features,inducing ubkty location within the area of construction.Ensure surrounding strudures are protected from effects of well excavation,and wnstruction. International Brbldng Code,2015 Edition b.Cwrdinam instagation of underground utilities and other improvements with wall installation. 1.2.Geotechnical Report 3.2 Excavation Rrm: Aloh T tin Inc a.If a mortared footing is over-excavated,then the dimension stone shall be placed mortared If a Report No. Gt31884 Dated October 8 2013 _ dry stone footing Is over excavated,then the dimension stone does not need to be mortared. Allowable Bearing Capacity 1500 2500 ref b.Fill over-excavated area in front of the oral footing veth compacted on site sills before the wall construction exceeds 4 feet in height. 1.3.Design Parameters c.In areas where the wails are Installed In a cat,the required excavation shall extend horizontally to the extent of the width of the retaining wall.The wag may be bait to the cut If the wall is over Soil Parameters: cut,then sill shag enter be wmpaded or the drainage zone may be widened Sal Type' Fdmon Angie Cohesion(psf) Unit Weight(pch 3.3 Wall Construction Retained Backfil(On sne day) 26 deg 0 par 120 pd Retained Backfill(Gravel) 35 deg 0 pu 110 pcf a.The wall shag be constructed to the dimensions as shown on these pans.Franc leads,back Foundation Sots(1500 psq 26 deg 0 pal 120 pd leads,and string lines shag beset for each wall.Care shall betaken to install the mortar zones Remeclated Base(2500 pro 28 deg 0 mf 135 pot the correct thickness,and to pace drainage baltind the wall as required. b.Control joints shall be installed at a maximum of 16'-0'o.c,per these pans. e Weep pipes shall be paced at 8'-0'a.c.max. 'See materials below for a description of each Sal Type. d.Face rock type shall be worcinaled between the architect,comer,and retaining well contractor. Factors of safety: 3.4 Retained Backfill Placement External Stability a.Retained badtfil shag be paced per the recommendations of the geotechnical engineer,but a. Minimum Facia of Safety Against Base Slicing(Static Cmdtim) 1.5 should not be less than 93%Standard Proctor Maximum Dry Density(ASTM D698). to Minimum Facia of Safety Against Overturning 20 b.Fill should be paced In maximum 8"thick compacted bfts. a. Minimum Facia of Safety Against Global Stagfity 1.5 c.Large compaction equipment(equipment heavier than 7,500 lb)shag remain a minimum of 1.5x d. Minimum Facia of Safety for Bearing Capacity 3.0 the height of the wag away from the back of the wag for a period of 2 weeks from the time of crostruction. Design Loading: d.After a period of 2 weeks from the time of construction large compaction equipment may be used Lateral earth assures are calculated usin Coulombs Lateral Earth Pressure Theory.Designs have been performed to accept loading behind the waft lint shall stay a minimum of l s away from the back of the wag. p 9 e.Sol paced with In 5'-0'H the back of the coop shall be paced using handheld compaction Par the proposed loading conditims based on the Civil Gracing Plans.A live loading of 250 psf has been used for al walls suppomrg equipment areas subject to fitelane loadn9. I. If the wag Is In a cut situation the coati maybe built up to the cul.If the coal is overwt the drainage Retaining wags should not have solid fence(such as wood fence)paced arttop of well other than that shown on these pans.Retaining zone may be widened to the cut a compacted fill may be paced between the drainage zone and wags shall not have additional surcharge paced above waft other than that shown on these pans.Retaining wals shag not have slope the cat. at base or top of wall that exceed that which is shown on these pans.The retaining walls rated above require special design. 3.6 Retaining Wall Performance,Maintenance,and Other Comments 2.Materials a.Control joints are provided in the retaining oral to How fa minor movements due to settlement and shirk swell of the sods.Some cracking may occur in the face of the retaining wall.This 2.1.Soil Types cracking,if minor(less than 3y8"),may be cosmetically repaired as desired b.The retaining wags are designed to allow surface water to flow,over the tops of the retaining walls. Retained Backfill Care should be taken during and after construction to not slow water to pond behind the retaining a a.a. On site clayey sods wafts,as this can have a negative impact on the stability of the retaining wals. a.b. Property compacted orrsite fill saris,vengcal m by others. c.If downspouts are located near the back of the retanng wag they should either be plumbed through the retaining wag to drain below the well of collected and tied into the storm sever b. Foundation Saks(Allowable Bearing=1500 par min) system.Perforated subsurface pipes shall not be used behind the retaining walls. b.a. Beading on Stitt Natural Undswrbed Clayey air Sandy Soils or Compacted and Tested Fill Sods d.Positive drainage over the top of the coals shall be maintained throughout the life of the structure. bb. Friction Angle between Base H Wall and Soil-17 deg If swales are paced behind the wall they shall remain dean and free draining.If voter is found to b.c. Bearing in fig sails.FI[sills supporting the retaining walls shall be paced in accordance with the recommendations for the be pending in the swale it shell be fixed to alowwater to freely drain as won as possible. fill placement per the geotedimcal report e.Any broken sprinklers behind the retaining wall shah be turned off and repaired as soon as possible. e. Fwndatiin Solis(Allowable Bearing=2500 pef min) a.a. Bearing w Remedated Bases 3.7 Cold Weather Construction of Retaining Walls rib. Friction Angie between Base of Wag and Soil-28 deg a.c Material per dimension stone,section 2.2 Construction Requirements for temperatures between 40'F and 328F: d Drainage Material a.Water and aggregates used in mortar shall not be heated above 140'F. d.a. Free draming granular backfig,dean,noon-plastic,relafivety well graded. b.Mortar sand or mixing water shah be heated to pwuce mortar temperatures barman 40-F and 120'F at the time of mixing. 2.2.Dimension Stone a. Average Density of masonry wall varies from 135pd to 145pd. Construction Requirements for temperatures between 32'F and 25'F: h Stone size vanes from 4"to IF. c. Face stone she[be coordinated between contractor and ovnerfdeveloper, a.The guidelines above for construction requirements for temperatures between 40'F and 32'F and d. Recyded concrete 4"to 18'may be used in pace of dimension stone,contractors option. the following shag be met. b.The mortar temperature shah be maintained some freezing until used In masonry stone retaining 2.3.RebarlWelded Wire Fabric(If Required) we#. c Visible ice and snow,shah be removed from the top surface of existing foundations and masonry to a. All steel reinforcement shag be new billet steel conforming to ASTM A-615,Grade 60 with ff=601m. receive now consW surfaces ction.These shag be heated to above freezing,using methods that b. A]I reinforcement shall not have deletomm s material wit do not result In damage. c Al welded were fabric shah have minimum fyb5ksi and be ha dip galvanized d. Newly commuded masonry shag be competety covered Wth weather-resistive membrane for 48 hours after being competed. 2.4.Drainage Materials Construction Requirements for temperatures between 2YF and 20'F: a. Weep pipes shag be PVC or corrugated HDPE pipe. a.The guidelines above for construction requirements fatemperatunes between 40'F and 32'F the b. Drainage zme shah be separated from retained backfill by mlrafi 140N filer fabric or aOnstmHm guide(nes for temperatures between 32'F and 25'F,and the following shall be met approved equal. b.Maswry(raw stone)surfaces under wnstructon shall be heated to 40'F. c Wnd tweaks erendesures shag be povidedwhen thevend velocity exceeds 15 miles Par hour. 2.5 Portland Cement Mortar for Retaining Wall Construction. d Newly concocted masonry shall be completely,covered with weather-resistive insulating blankets, or equal protection,for 48 hours after being competed The pordand cement mortar used for wnsbucton of the masonry stone retaining walls anal be provided with the(Hawing poportions per cubic yard of wncrete.The Portland cement mortar supplier shaft provide`batch tickets'deady indicating that the appropriate The above procedures comes from sections 2104.3.2.1,2104.3.2.2,2104.3.2.3,2104.3.3.3,and 2104.3.3.4 amount of materials are provided in each truck bad The bath tickets shag dearly indicate the amount hatched,the date,the project of the Intemational 8uIcing Code,and is in compliance with Masonry Standards.iairat Committee name and shag be provided to Falkofske Engineering,Inc,for review,cl-arltatian,and fife. recommendations for cold weather construction of masonry structures. Contents Amount per cubic yard Specific Gravity Volumeft"3 4.Construction Observations Type 1 Portland cement 451 lbs 3.15 2-29 4.1 Construction Observations by Falkofske Engineering,Inc. Type F Fly Ash 113 Ibs 293 0.62 Fine Aggregate(sand): 2746 Ito 259 16.99 Potable Water 367 Ibis 44 Gallons 5.88 a.Falko(ake Engineering,Inc.will perform construction observation,but only as a means Bike Air(or equivalent) (AS RED D)oz 4.5% 122 of verification of the contractors quality control performance. 27.OTotal b.Falkofske Engineering,Inc.will act as the Special Inspector for this project.Contractor shall wntact Falkofske Engineering to set up Inspections,at least 1 day before Nora:the pordand cement mortar suppler material weights may vary slightly based on the specific gravity of the materials used construction starts. a Concrete retarders may be used at the discroom of the masonry wal contract-A greater amount of retarder Is typically used during i eel materials testing shall be performed by an approved materials testing laboratory. hot periods and a less amount of retarder is typically used during cod weather. d.Falkofske Engineering,inc.Is not responsible for means,methods,and material Please note that the above proportims will provide a portend cement mortar with a compressive strength of about fc=2500 psi. furnished by the retaining wall contractor. Falkofske Engineering,Inc.does not require any concrete testing provided the above propartims are verified byway of the-batch tickets'. 4.2 Construction Observations by Others a.Construction observations as required by the city shall be coordinated by the contractor. WALLC❑ RETAINING MASONRY RETAINING WALLS - JOB NO. 432.20 WALLS, INC. NOTES DATE: 10-27-20 SHEET 4800 S.E, LOOP 820 NORTH SIDE FORT WORTH, TEXAS OFF NORTH TARRANT PARKWAY BY: MKN 76140 NEAR PARK VISTA B❑ULRSVARD RW1-1 FORT WORTH, TEXAS SCALE: 1/4e=1' Situna-al Engineering Consultations 722 North Fielder Road, Arlington, Texas 76012 FALKOFSKE (817) 261-8300 1 1 A � PANSI MIu AR RW 1 03 u3 60 71/2• O�M1O I 9 6 b I ST PO OTHER I + 5 PVC SLEEV ASE FORREQ' RW1 's BY OTHER I I \ I � II IT il NOTE:DURING IN--OF HANDRAIL POST IF SLEEVE LOCATIONDOES NOT MATCH POST LOCATION IT IS PROVIDE CONTRO 4'-6'+ - PERMISSIBLE TO CORE DRILL JOINTS IN WALL THE V-B'DEPTH. O 16'O.C. o 2,1 WALL SECTION W/HANDRAIL POST 3TYPICAL PLAN VIEW AT CORNERS RWl-2 CONTRACTOR OPTION NTg RW1-2 KTs BATTER C-P BACK OF GP FRONT OF CIP III—III—III—III III_III 6-0'AAAX FACE OF W 1T9C ESS III—� SHOOIDER OF yALL RETAWINO WILL I- PROVIDE OL WEEP H l H0� oFWALL FACE STONE PER I II I I—.1� REMNED BFDKFILL OWNER OR BUILD I I I TDE OF WALL II I EMBEDMENT F/JWRE WEDGE Dr HEEL -II HFIl PROVIDE CONTROL JOINTS O 16'-0"O.C.MAX. I 1 2' "'A'SdLs 11E WIDTH 2 TYPICAL PLAN VIEW AT BASE LEGEND RW1-2 WALLC❑ RETAINING MASONRY RETAINING WALLS - JOB NO. 432.20 WALLS, INC. STANDARD DETAILS SHEET DATE: 10-27-20 4800 S.E. LOOP 820 NORTH SIDE FORT WORTH, TEXAS OFF NORTH TARRANT PARKWAY BY: MKN 76140 NEAR PARK VISTA B❑ULRSVARD RW1-2 FORT WORTH, TEXAS SCALE: 1/4"=1' Siruclural Engineering Consullalions 722 North Felder Road, Arlington,,Texas 76012 FALKOFSKE 817 261-8300 B1 A T G2 HANDRAIL IF REO'D u .�mimr. •aO ON BY OTHERS RE: 1/RW1 ALSO. SLOPE IS REO�D 1V:1 MAX 4 TOP SOIL h 1'-8' CLAY CAP AND 11— COMPACTED ON SITE SOIL TIGHTLY PITIED STONE - BACK FACE MAY BE NO MORTAR REQUIRED G3 IRREGULAR I' INDICATES ZONE WHERE STONE IS TO BE FULLY MIRAFl 140N FILTER FABRIC AROUND MORTARED TOGETHER TOP, DRAINAGE ZONE,OR APPROVED B0770M,FRONT AND BACK. EQUAL POINT ALL FACE COMPACTED,OR EXISTING STONE JOINTS I, 1,,, ON SITE SOIL x FREE DRAINING GRAVEL 6 DRAINAGE ZONE,SEE RW1 FADE STONE PER OWNER 7 Imo.vw FOR NOTES. E 3'OIA.WEEP HOLE I 1 4- O e'-0'O.CFINI , HED GRAD SLOPES V:BH MAKE I �~ FILTER FABRIC OVER END REFER TO CIVILI OF WEEP PIPE. FOR FINAL GRADING. I� III COMPACTED SOIL I1=1i I�I�I Ii,III—I — BELOW WEEP PIPE. I 12 I�=�- I � 'TO 24' — _ FILTER FABRIC AROUND nI=1 I—I 11— — DRAINAGE POCKET. _ _ T II II III >L o B G1 m— — 3"DL1.WEEP HOLE O W-0"O.C. GRAVEL OR CLEAN ROCK CHIP POCKET,9"DEEP. A DRAINAGE POCKET RW2 WALLS 4'-0' OR LESS MASGMRT rAU XMXDDu 1sro ry-m+�alnarr f�+4�mmmlmern sov 0•m1s9ClID IO 1v®soya 5a o>tmt>A>s�f m) 9D+Ix00q oesiHMp ) solo zaec miw�i Onrlu9 H B B1 C C1 A E T C1 C2 C3 5'-0. 4'-3' 0'-9' 4'-E' 0'-e. 1'-0. 0'-10' 2'-5' 1'-5' 4'-7' V-9' 7'-O' V-10" W-11" E'-0' 0'-7. V-2' W-10' 2'-11 V-10" 5'-4' 4'-5' 4'-4" 1'-1' S'-0' 0'-9" 1'-4' 1'-0' S-3" 2'-0' 5.-0' 5'-2' 1500 5'-0" V-3' 8'-0' 0'-11' 1'-5' 11-0' 3'-9' 2'-2' 1'-1 W-10' 7'-5' 6'-7' E'-0' 1'-E' I 7'-0' I 1'-1' I V-10' V-2' 4'-5' 1 2'-7' 5'-2' 7'-3" /DIP[ ACs.[ PMaM PISCInx StII A STMY aa"[m sac em P5®R PSmA[ PZFL AViE ME rat OF&, >voWQ 1500PP1 0 dog 7.13 dog 2E cdog 35 dog 25 dog 17 clog 99.4E dog 1 250 pT USE 7HI5 SCHmP c FOR 1 I TYPICAL WALL SECTION W/ BUILDING SURCHARGE RW2 AE ABOVE WALL - BEARING IN CLAYEY OR SANDY SOILS WALLC❑ RETAINING MASONRY RETAINING WALLS JOB NO, 432.20 WALLS, INC, DATE: 10-27-20 SHEET 4800 S,E, LOOP 820 NORTH SIDE FORT WORTH, TEXAS OFF NORTH TARRANT PARKWAY BY: MKN 76140 NEAR PARK VISTA B❑ULRSVARD RW2-1 FORT WORTH, TEXAS SCALE: 1/4"=l' Structural Engineering Consultations FAL� 722 North Felder Road, Arlington, Texas 76012 (817) 261-8300 B1 A T G2 _ HANDRAIL IF REO'D BY OTHERS — RE: 1/RW1 ALSO. � Q'D CAP 1v:,De. _I I I I Mil —I I 4'TOP SOIL& 1'-e' CLAY CAP AND — COMPACTED ON SITE I SOIL TIGHTLY FITTED STONE NO MORTAR REQUIRED G3 BACK FACE MAY BE I IRREGULAR INDICATES ZONE WHERE STONE IS TO BE FULLY MIRAFI 140N FILTER FABRIC AROUND MORTARED TOGETHER TOP, DRAINAGE ZONE,OR APPROVED BOTTOM,FROM AND BACK. EQUAL POINT ALL FACE III CO PACTED. ONMSITE SOIL R EXISTING STONE JOINTS - s FREE DRAINING GRAVEL FACE STONE PER OWNER �5 I J NE,SEE RWI FOR NOTES OREFER TO A/RW2 1 U' FOR DRAINAGE ZONE ON E E WALLS V-D'OR LESS IN HEIGHT. 3'DIA WEEP HOLE O 8'-0'O.C. FINISHED GRADE to PROVIDE FILTER FABRIC OVER PIPE SLORE PE I -.TO BH r FOR FINAL GRADING, -I r J E7 COMPACTED SOIL BELOW WEEP PIPE. �II I—III 1�II�I ¢3 U IITI,�—�I—I�ILI Q. 12'TO 24' FILTER FABRIC AROUND LI DRAINAGE POCKET. B G1 3'DIA.WEEP MOLE O B'-0'0.1 . GRAVEL OR CLEAN ROCK CHIP POCKET,9'DEEP. F--A-1 DRAINAGE POCKET RW21 WALLS 4'-0' OR LESS MAMM I'DILL erB3DOLr reap+y-mmo a51a+r Tear.r�>sEc®oTmam epOM a miDucm um:Meru epaM m mw4 Mom mer MMT) rLL 5as l0E xc sis saiErl TI{]a!E a4Wl1 aw) H IMN pwm OOrO m1H 4eW EIIE ro rLL (W110D) CAPACITYCAPACITYCAPACITYH Oro)B B1 C CI A E T 01 C2 G3 I'-o' 0'-0' 0'-5' 1 0'-2' 0'-2' ,M6 1 1'-0' SEE AIRW2 SEE A/RW2 SEE A/RW2 2•-0' 1'-2' 0'-2' 0'-9' 1 0'-3• 0'-4' yN,ay6 I 1'-0' SEE A/RW2 SEE A/RW2 SEE A/RW2 34-W 1'-74 0'-3• 0'-D' 1 0'-4' 0'-5' ypeq�D 1'-4' SEE AIRW2 SEE A/RW2 SEE AIRW2 1500 PN 4'41' 2•-3- 0'-4' I'-0' 0'-5' 0'-8' „;W� 1'-11' SEE AARM2 SEE A/RW2 SEE VRW2 5-0' 2-5' 0'-5' V-3' 0'-5' 0'-1 0' ,.&6 2'-0' 1'-5' 3`11' 3'-0. 8'-0' 2'-D' 0-' 1'-8' W 8' 1'-0. W-10' 2'-3' 1'-5' 4'-7' 3'-9' 7'0- 3'-7' 0'-11' 2'-5' 0'-7- I'-2- W-10' 2'-8' 1'-10' V-4' 4'-5' 5'-O' 4'-1- 1'-1' 3'-0' 0'-D' 1'-4' 1'-0' 3'-0' Y-0' W-0- 5'-2' D'-0' 4'-5' 1•-0' 3'-8' 0'-10' 1'-5' 1-0' 3'-5' 2-2' S-D' 5-10' 5'-1' 1'-4' 4'-0' 0'-11' 1'-8' 1'-2' 3'-D' 2'-5' Y-5- W-7' TILL DIRRIV CRMW R.M9 HD{s TOP ffOPE®r nm➢E PI®!C M4Rl: RFpIGM gas ro 0.11a1V¢ o. a o� Wua u' WW113>•' P12S61Ai AWE spa enc pP WWL 1500pef 5.71 dog 7.13 dog 28`d.9 35 deg 28 dp 17 de0 199.48 dp 0 Pef USE THIS SCHEDULE FOR 2/RW2 I 2 TYPICAL WALL SECTION - 1V,10H MAX SLOPE ABOVE WALL RW2 BEARING IN CLAYEY SOILS WALLC❑ RETAINING MASONRY RETAINING WALLS JOB NO. 432.20 WALLS, INC. DATE: 10-27-20 SHEET 4800 S.E. LOOP 820 NORTH SIDE FORT WORTH, TEXAS OFF NORTH TARRANT PARKWAY BY: MKN 76140 NEAR PARK VISTA BOULRSVARD RW2-2 FORT WORTH, TEXAS SCALE: 1/4"=1' � Structural Engineering Consultations 1— 722 North Fielder Road, Arlington, Texas 76012 FALK,0FSKE (817) 261-8300 BI A T 02 HANDRAIL IF REO'D By OTHERS RE: 1/RW1 ALSO. '-0" CAP 4"TOP SOIL k 1'-8" CLAY CAP AND COMPACTED ON SITE _ SOIL TIGHTLY FLTED STONE _ NO MORTAR REQUIRED C3 BACK FACE MAY BE IRREGULAR INDICATES ZONE WHERE _ STONE IS TO BE FULLY MORTARED TOGETHER TOP, I DRAINAGEZONEL ORP IRONED AROUND BOTTOM.FRONT AND BACK. EOUA1- POINT ALL FACE I—I COMPACTED,OR EXISTING STONE JOINTS ON SITE SOIL FREE VEL DRAINAGE OZONE,NINGGSEE RW1 FACE STONE PER OWNER FOR NOTES.REFER TO A/RW3 1 FOR DRAINAGE ZONE ON E E rl WALLS 4'-0"OR LESS IN HEIGHT. 3•DU.WEEP HOLE O 8'-0"O.C. FINISHED GRADE SLOPE 1VAN MAX. � N PROVIDE FILTER FABRIC OVER PIPE REFER TO CML I �' FOR FINAL GRADING. N J �Ik ao _ III COMPACTED SOIL �I I BELOW WEEP PIPE. � ¢3 U � ��II III III�I� C�lll� =1 II II-7 ...I IEJ ... ... - ... ... I B G1 YAsOMBr TILL scmvis 12"TO 24' 1ao f V-mmo swan I✓rmr ra�c mmnrmom amp FILTER FABRIC MOUND �d5NM9aID�11afID SdQM m�A+��r®f�+) DRAINAGE POCKET. s� to sis s1r1u „Ayy Oaom aW,u aM¢ aMa I I I rnort rOm SEnx Oat tmH Om7 °r a ru 915E1010 mr) CAPACITY H B B1 C C1 A E T 01 02 OJ �•� 1'-0' 1,-0" 0'-0" 1'-8" 0'-2" 0'-2" r/,A�y 1,-0" SEE A/RW3 SEE&/MJ SEE AIRW3 2,-0" 1'-2" 0'-2• 2'-5• 0'-3" 0'-4" JAII m 1'-0" SEE A/RW3 SEE A/RW3 SEE A/RW3 3"DNA.WEEP HOLE Y-0" 1'-r' 0'-3" 3'-8" 0'-4• 0'-8" �My� 1'-4" SEE A/RW3 SEE AIRW3 SEE A/RW3 O 8'-0"O.C. GRAVEL OR CLEAN ROCK 4'-0" 2'-3" 0'-4" 4'-5" 0'-5" 0'-0" YNA6 1'-11" SEE VM SEE AIM SEE A1/RW3 1500 I1d CHIP POCKET,9"DEEP. b'-0" 2'-5" 0'-b• 4'-8' 0'-6• tl-IQ' „A}pIm 2'-0• 1'-b" J'-I1" 3'-0" A DRAINAGE POCKET IRW31 WALLS 4'-0' OR LESS 8'-0 2'9' 0'-8" 4'-5" W-8" 1'-0" 0'-10" 2'-3' 1'-8" 4'-7" 3'-9• r-0" 3'-7' 0'-11" 4'-8" 0'-7• 1'-2" 0'-10" 2'-e 1'-10" 5'-4" 4'-5' 4'-1" 1'-1• 4'-8" 0'-9• 1'-4" 1'-0" 3,-e 2'-0' S.-0• 5'-2" 9'-0" 4'-8• 1'-3" 4'-8" 0'-10" 1'-r 1'-0" 3'-b' 2'-2• 8'-9• 5'-t0• 101-V S'-1" 11-4" 4'-8' 0'-11" 1'-0" 1'-2" 3'-9" 2'-5• 7'-5" 8'-'r FILL AE&W CRZTZM ACR,c AcrnE vAnnr: T1a.TM YOTE a EiaN SILEE Ta aaE IXR P1®3C nestEc aAt11VIlE Os 2 B� IYU!G' IW13 f�' gFBR M4X!5lQ 5bl a rE1 1500psf 5.71 deq 14 dr 1 28 de9 I 35 dp 1 28 d-9 17 dy 190.46 ds9 1 0 pd USE THIS SCF1OU E FOR 2/RM3 1 TYPICAL WALL SECTION - 1VUH MAX SLOPE ABOVE WALL RW3 BEARING IN CLAYEY SOILS WALLC❑ RETAINING MASONRY RETAINING WALLS JOB NO. 432.20 WALLS, INC. DATE: 10-27-20 SHEET 4800 S,E, LOOP 820 NORTH SIDE FORT WORTH, TEXAS OFF NORTH TARRANT PARKWAY BY: MKN 76140 NEAR PARK VISTA B❑LILRSVARD RW3-1 FORT WORTH, TEXAS SCALE: 1/4'=1' Siruclural Engineering Consultations P L� 722 North Fielder Road, Arlington, Texas 76012 (817) 261-8300 PROVIDE SONOTUBE FOR FUTURE INSTALLATION OF GUARDRAIL COORDINATE WITH GUARDRAIL CONTRACTOR FOR DEPTH OF SONOTUBE AND LOCATION. MINIMUM EMBEDMENT OF GUARDRAIL INTO WALL IS 3'-15'. 4'TOP SDIL 6 F-B'CLAY CAP AND HAND COMPACTED T 62,GRAVEL ON SITE SOIL A 1'-0' pS 'A X HANDRAIL IF REO`D S ,A11,�' i HY OTHERS, IV RE,5/RVI ALSO (3,-#5 BARS% I -I -I -III-III-I I(- EACHTw IDEOOF POST. I III=1 I�III=III-III=III-1I -I I J ALL STONE SHALL BE 1. FULLY MORTARED TOGETHER — TOP,BOTTOM,FRONT AND I-T'q BACK OF RETAINING WALL I FILTER • FABRIC ON TOP OF POINT ALL FACE GRAVEL OR ROCK STONE JOINTS G3 RUPTURE SURFACE FACE STONE PER OWNER BACKFACE MAY BE _ IRREGULAR. DRILL AND GROUT CONTINUOUS GRAVEL 05 x H/3,LOCATION OR ROCK,RE-RW1 NOTES 3-6/RW3 05 MIN EMBED=5 .42 �iT, 3'➢IA.VEEP I 1 ONNSITE COMPACTED HOLES 2 8'-0'D.C. m PROVIDE ALUMINUM'LEAF GUARD' i OR GALVANIZED HARDWARE CLOTH —III- AT END OF VEEP PIPE.CLOTH OPENINGS OF 3_6 . 1/4'TO 3/4'ARE ACCEPTABLE. RW3 _ _ I-III=III-1 CWELL LAY SOIL MP ELOW COMPACTED =1 III-III-III-III- VEEP PIPE 0 �k o o 3:S CONCRETE BOX CULVERT BY OTHERS 12'TO 24' FILTER FABRIC AROUND RED RED DRAINAGE POCKET. (� =� 3-b/RV3 3-b/RV3 o m T GI GRAVEL 3'DUI.WEEP HOLE O B'-0'O.C. GRAVEL OR CLEAN ROCK CHIP POCKET,9'DEEP. —A -1 DRAINAGE POCKET RW31 WALLS 4'-0' OR LESS MASONRT IAU SUMULN 4000 t(-Y41pp alMmr(Y4+010 or m�am au 9r tmrar lOT) WL C4TIFI1 RYL OIM4 a COP) aVl6 mart THWL1e 01000K) H A T 01 02 CS 0`-10` 2`-e' V-e` 3'-11' 3'-0' 7'-0' V-2' 3'-0' 1'-10' S'-4' 4'-5' 2'-0' W-0' 5'-2- 9'-0' 2'-2- W-9- USE THIS SC 4MU FOR 1/RW12 2 RW3 SLOPE SOILS ON THE TOP OF WALL 1V: 411, ( 14 deg ), MAX. WALLC❑ RETAINING MASONRY RETAINING WALLS JOB NO. 432.20 WALLS, INC. DATE: 10-27-20 SHEET 4800 S.E. LOOP 820 NORTH SIDE FORT WORTH, TEXAS OFF NORTH TARRANT PARKWAY BY: MKN 76140 NEAR PARK VISTA B❑ULRSVARD RW3-2 FORT WORTH, TEXAS SCALE: 1/4"=1' Struclural Engineering Consultations 722 North Fielder Road, Arlington, Texas 76012 FALKOFSK-c (817) 261-8300 w TYP. FRONTFAC I I I I I I II 1 I 6 DOWELS L 0 PLM - RW3-3 " PONT FACF I I I I I I I I I Y a I I I a q 5 DOWELS LOCATION - PLAN RW3-3 ' 4 DOWELS LOCATION - PLAN RW3-3 x� FRONT F E 2 3 DOWELS LION - PLAN RW3-3 EICMSU+ITE RFDLIREEIEl1I w a IQiTAR m vREvwr MIRE CTFR[LCIW 6 iEDf. PROVIDE YS[WER/LE 6 1+OtTAR ARa10 UiR 7 RERAR COVER RW3-3 WALLC❑ RETAINING MASONRY RETAINING WALLS JOB NO. 432.20 WALLS, INC. DATE: 10-27-20 SHEET 4800 S.E. LOOP 820 NORTH SIDE FORT WORTH, TEXAS OFF NORTH TARRANT PARKWAY BY: MKN 76140 NEAR PARK VISTA B❑ULRSVARD RW3-3 FORT WORTH, TEXAS SCALE: 1/4"=l' I t I . - r• 'rrr r . - . .1 ��L=yL--.13'r"11, ��u.--r- u`�.,�riir•,�3i:���I����i MORTAR REQUIRED �. �TIGHTLY FITTED STONE INDICATES ZONE WHERE STONE IS TO BE FULLY MORTARED TOGErHER TOP. ■�������■■.:......... ......:; II POINT ALL FACE STONE JOINTS 0 FACE STONE PER OWNER Elm FINISHED GRADE go-' �• REFM TO CIVIL •'�iY�iY--lam/��•i�•c.r.:.:.:.:ic���1.' FOR FINAL GRADING �tHNN; 1°�I;� �'•���=�`�--��-L�11 ,�III II��Y•r_•Y•�•7-•-•Y--•� G'illr`-�'IIP.II WALLCO RETAINING MASONRY RETAINING WALLS WALLS, INC. 7•Y•-•Y-•7•T•Y-•1 r1�i��.1y,I�.1�•1�.1�.1— — Y�'•C•T�•�yY •.�•T•7 a � : ���er>rie�s�ie®err�e.��► . t•io�ie9r®�ill���•lll�� /• 1 / 1A 1 1 4800 S.E. LOOP 820 NORTH SIDE FORT WORTH, NORTH1 NEAR PARK VISTA BOULRSVARD O. O. Structural Engineering Consultalions 722 North Fielder Road, Arlington, Texas 76012 FALKOFSKE (817) 261-8300 81 A T G2 — HARDRAIL IF REQ'D BY OTHERS RE 1/RWI ALSO. ,_0. S ri N` aD III—II I III - �� I -TOP SOIL ,'-B" I—I I01—11 I CLAY GP AND m I I I COMPACTED ON SITE O TIG_FRIED STONE - BACK FACE MAY BE NO MORTAR REQUIRED G3 II. IRREGULAR INDICATES ZONE WHERE 1- STONE IS TO BE FULLY MIRAFI 140N FILTER FABRIC AROUND MORTARED TOGETHER TOP, DRAINAGE ZONE,OR APPROVED BOTTOM,FRONT AND BACK. EQUAL CO PACTED POINT ALL FACE I:�I 'ONMSIfE SOIL R EXISTING STONE JOINTS 1� x FREE DRAINING GRAVEL B - DRAINAGE ZONE,SEE RW1 FACE STONE PER OWNER 1 — ,.�r FOR NOTES. REFER TO A/RW4 I...� FOR DRAINAGE ZONE ON E E 1 �rl WALLS IN EIGHT.O"OR LESS 3'DLA WEEP HOLE _ O B'-o'o.C. III-O SLOFINISHED PE 1VVTH GRADE y PROVIDE FILTER FABRIC OVER PIPE REFER O FOR FINAL GRADING. - J J w _ — — ¢0 COMPACTED SOIL 12'TO 24" FILTER FABRIC AROUND r BELOW WEEP PIPE. 7LII— I DRAINAGE POCKET. I � o� 3-DW WEEP HOLE O W-0"O.C. GRAVEL OR CLEAN ROCK 1=1 =II CHIP POCKET,9"DEEP.- A DRAINAGE POCKET WALLS 4'-0' OR LESS 9 C1 MASONRT FILL SM]FDOLE /409 PI-11Ab0 CI61GlT(eIDI p1m1Et 19t0O1O�4691 4 pLWLllm Im lldfO d99d✓�®EL AIL 6IIlf lIl) N091f SIR G1M GV3 OWX pEII) �� �DpQ T1�) ¢ CAPACITY N B B1 C C1 A E T C1 02 03 0'-w 1'-6' 0'-2- 0'-2" raN6 V-f SEE AMW4 SEE"4 SEE A(RW4 2'-0" 1'-2' 0'-2" 2'-0' 0'-3' 0'-4" ' 1'-0" BEE A/RW4 SEE A/RW4 SEE A+/RM4 3'-0' 1'-7' 0'-3' 3'-0" 0'-4" 0'-6' �{ 1'-4' SEE A/RW4 SEE NRM4 BEE/T/RN4 4•-0' 2'-3' 0'-4' 3'-6" 0'-5' 0'-0' r 1'-11' SEE A/RW4 BEE A/RW4 BEE/L/RW4 1600 pA 5'-0• Y-5' 0'-5' 4'-0' 0'-6' W-10" 2'-0" 1'-6' 3'-11' 3'-0' 6'-0' 2'-9' 0'-6' 4'-0' 0'-6' 1'-0- 0'-10- 2,-3' 1'-0' 4•_7• Y-9" 7'-0' 3'-7' 0'-11' 4'-0' 0'-7' V-2" 0'-10' Z'-0' V-10' W-4- 4'3" 6'-0' 4'-1' 1'-1' 4'-3" 0'-9' 1'-4' 3'-0" Y-0' 6'-0' 5'-2' D'-0' 4'-e' 1'-3' 4'-3" 0'-10' 1'-6" 1'-0' 3'-5' 2'-2' 6'-9' 10'-0" 5'-1' 1'-4' 4'-6" 0'-11' 1'-0' V-2" J'-9' 11'-0' 6'-11' i'i' 4'-6' 1'-i' 1'-10" V-2' 4'-7' 2'-7' 12'-0" 6'-6' 1'-6' 4'-6- I•_2• 2'-0' 1'-4' 5'-1" 2'-9' 6'-10' 8-0" 4'-6' V-3- 2'-2" V-4" 5'-4- 2'-II" W-7- 6'-6" TILL Ll5lGN CRITLR7I Ea6c lara vm1e R4CII0R YtPE a ylppy aAna aaFc Ire sInPE ear PRtSeI� �Aa E16suc Axac fi�eE fi�ac a vu a 9!ll!U' lY19 M' I W0pd 5.71 deg 14 deg 26 dp 35 deg 26 deg 17 dp 99.46 d.9 1 0 PA USE THIS SCHEDULE FOR 2/RW4 p TYPICAL WALL SECTION - 1V40H MAX SLOPE ABOVE WALL RW4 BEARING IN CLAYEY SOILS WALLC❑ RETAINING MASONRY RETAINING WALLS JOB NO. 432.20 WALLS, INC. DATE: 10-27-20 SHEET 4800 S,E, LOOP 820 NORTH SIDE FORT WORTH, TEXAS OFF NORTH TARRANT PARKWAY BY: MKN 76140 NEAR PARK VISTA B❑ULRSVARD RW4-2 FORT WORTH, TEXAS SCALE: 1/4°=1' Structural Engineering Consultations FA 722 North Fielder Road, Arlington, Texas 76012 (817) 261-8300 B1 A T G2 PROVIDE SONOTUBE FOR 250 PSF FUTURE INSTALLATION OF FIRELANE GUARDRAIL COORDINATE 0 �O'D I I— SURCHARGE WTTH GUARDRAIL CONTRACTOR FOR DEPTH OF SONOTUBE AND LOCATION. MINIMUM 1N' - EMBEDMENT OF GUARDRAIL INTO WALL IS 3'-8'. (— NLLY MORTAR MOUND � FULLY CLAY CAP AND REBA AND R AROUND =I IT—'= I .I I I 1— —II 4"TOP SOIL& 1'-B" (3)-'-0'LONG BARS X 5'- COMPACTED ON SITE — EACH SIDE OF POST. SOIL TIGHTLY FITTED STONE C3 BILK FACE MAY BE NO MORTAR REQUIRED L IRREGULAR INDICATES ZONE WHERE I' MIRAFI WIN FILTER FABRIC AROUND STONE IS TO BE FULLY DRAINAGE ZONE,OR APPROVED MORTARED TOGETHER 70P, EOU.LL. BOTTOM,FROM AND BACK. COMPACTED,OR EXISTING POINT ALL FACE I ON SITE SOIL STONE JOINTS B FREE DRAINING GRAVEL FACE STONE PER OWNER DRAINAGE ZONE,SEE RWt FOR NOTES. 1 E E S. 3'DIA.WEEP HOLE O 8'-0"O.C. FINISHED GRADE — (n SLOPE 1V:4H MAX. I� N FILTER FABRIC OVER END REFER TO CIVILI — W OF WEEP PIPE FOR FINAL GRADING. -11 Q o I — _ COMPACTED SOIL I-, BELOW WEEP PIPE 1=IHI 111-11rf' a3 12'TO 24' �F- FILTER FABRIC MOUND I,-I DRAINAGE POCKET. ' II�II II B c1 III o I II 3"CIIA,WEEP HOLE 0 a.-0 O.C. GRAVEL OR CLEAN ROCK CHIP POCKET,9"DEEP. A DRAINAGE POCKET RWS WALLS 4'-0' OR LESS YISONNT EAU S MDD71' ram PI-cacao Clip(2eT[arn►1tlImM4 8'ep0lmre[r mee a mEwu.�41m rlurm aepi ev®ut emv mT err) WL !�! lIE eV[ !� rQiDl fuLY TIOam pW4 a1►6 OIM6 WIT IE 11QG1 uPR1 Deg orm+O+OiI mF ar 1r11. t02 CAPACITY H B Bt C C7 A E T G01911 t G2 QJ 1.-0' 3'-7' 0'-7' 2'-8' 0,-8• 0'-2' akra�a 3'-0' SEE A^"SEE A/M SEE A/" 2'-0' 3'-7' 0'-7' 2'-8' 0.-8" 0'-4' WW,6 3'-0" SEE&IM SEE&4M SEE AIM 3'-0" 3'-9' W-7' 2'-8' 0'-8' W-8' ,W,6 3'-2' SEE A/RW5 SEE A/RWS SEE AIM 4'-d Y-it" 0'-7• 2'-0' 0'-9' 0'-8• y ,ylm 3'-4' SEE AIMS SEE AIM SEE A/R11'S 15W P-f 8'-0' W-11' 0'-7' 2'-0' 01-9' 0'-10' „yr�wb�y 3'-4' 1'-e' 3'-11' 3'-0' 8'-O" 4'-1' 0'-0' 2'-8' 1'-0' pprpy® 3'-4' 1'-0" 4'-7' 3'-9' T-0' 4'-e' 1'-0' Y-8' 0'-10' 1'-2' 3'-8' 1'-10' 5'i' 4'-8' -3 2'-9' 0'-11' 1'-4' yI WJ6 3'-0' 1 2'-0' 8'-0' 8'-a' V-8' 3'-0' 1'-0' V-e' 3'-I1' 1 2'-2' 8-9' 5'-10' WAU DFSIGM OUrA(/ IIMV S[PE T9P 81a4 BOf n®Ec Er�IC PA4.L EnCIKH SaE a yupP� m a a� r,ia<4' wu N' H�IC 1112E� pnc of W'IL 150OPSF 0 dap 14 drp 25 dp 35 drp 28 drq 17 dp 99.48 drq 1 280 Pd USE THIS SCHEDULE MR 1 1 TYPICAL WALL SECTION — FIRELANE SURCHARGE RW5 BEARING IN CLAYEY S❑ILS WALLC❑ RETAINING MASONRY RETAINING WALLS JOB NO. 432.20 WALLS, INC. DATE: 10-27-20 SHEET 4800 S,E, LOOP 820 NORTH SIDE FORT WORTH, TEXAS OFF NORTH TARRANT PARKWAY BY: MKN 76140 NEAR PARK VISTA B❑ULRSVARD RW5-1 FORT WORTH, TEXAS SCALE: 1/4"=1' Siruclural Engineering Consultations 722 North Fielder Road, Arlington, Texas 76012 FALKOFSKE (817) 261-8300 HANDRAILA T G2 B IF REO'D = — — By OTHERS I- 11 RE: ,/RW1 ALSO. ._0' Pf. CAP I �I I III I I I I— 4"TOP SOIL& V-8• CLAY CAP AND COMPACTED ON SITE TIGHTLY FITTED STONE SOIL NO MORTAR REWIRED CJ I BACK FACE MAY BE IRREGULAR INDICATES ZONE WHERE _ STONE IS BE FULLY I FILTER FABRIC AROUND MORTARED TOGETHER TOP, DRAINAGE ZONE. BOTTOM, FROM AND BACK— POINT STONE�JOINTS I I I I ON FACE MSITE SOIL R EXISTING FACE STONE PER OWNER �B o FREE DRAINING GRAVEL 1 DRAINAGE ZONE,SEE RW1 FOR NOTES. E E II 3'DIA.WEEP HOLE O 8'-0'O.C. _ FINISHED GRADE I SLOPE 1V:8H MAX. I PROVIDE FILTER FABRIC OVER PIPE REFER TO CIVIL �I FOR FINAL GRADING. III— J COMPACTED SOIL O BELOW WEEP PIPE. II a3 II ICI If— _ III �I of 12'TO 24" FILTER FABRIC AROUND DRAINAGE POCKET. B ct —I I=I I—I I 1 III I �m 3'DW WEEP HOLE O B'-0.O.C. GRAVEL OR CLEAN ROCK CHIP POCKET,S'DEEP. A DRAINAGE POCKET RW51 WALLS 4'-0' OR LESS NAMNBT card SCMULi Trap s,v-I+a+ura anon T+m►rrwrs mmwEmuo rma 6r aa0r.�um�®ro0s®a®rc n>y�r m) vu eAa toe 61nEs nur noo® aiuu auMa arw¢ Eelgllf �mH B1 oe➢M(NFg oeP1H Orn) A m w` L R C� CAPACITY ,.-0" ,'-O' 0'-0' 0'-6• 0'-2' 0'-21 1'-0' SEE A/RW5 SEE"5 SEE A/RA'S 2'-0• 1'-3• 0'-2• 0'-8• 0'-3' 0'-4• 1'-1' SEE AZRMS SEE AZRW5 SEE A/RW5 3.-0• I'-g• 0'-3• 1'-J' d-4• 01-6. 1-6 SEE SEE A/RN3 SEE&/M SEE A/RW5 1500 Pd 2'-7• 0'-4' 1'-0" 0'-6" 0'-0' y{,1116 V-3• SEE A/RW5 SEE A7RM5 SEE A/RW5 5'-0' 2'--a• 0'-5• 2'-3' 0'-5" 0'-to• , 2'-J' V-6' 3'-11' 3'-0' W-0' 2'-1' 0'-5" 2'-1' 0'-5- 1'-0' 0'-10' 2'-3' 1'-8' 4'-T 3'-- Iald DISIGV CRI7IM ACA,E Acme PA9NE nclw sae o r,1vo sere Tor soe eor rAEsuc rArsA¢ senvlc[ x a su:s<e mus sr rle5snc Wqe e�x arat a Wel. 1SOOpeT 114.04 deg 1 7.13 deg 1 26 deg 1 35 dp 1 26 deg 17 drg 56.4a deg 0 Pef USE THIS SCHEDULE FOR 2 TYPICAL WALL SECTION RW5 BEARING IN CLAYS MAX. SLOPE ABOVE WALL 1V:4H MAX. SLOPE BELOW WALL 1V:8H WALLC❑ RETAINING MASONRY RETAINING WALLS JOB NO. 432.20 WALLS, INC, DATE: 10-27-20 SHEET 4800 S,E, LOOP 820 NORTH SIDE FORT WORTH, TEXAS OFF NORTH TARRANT PARKWAY BY: MKN 76140 NEAR PARK VISTA B❑ULRSVARD RW5-2 FORT WORTH, TEXAS SCALE: 1/4"=l' Structural Engineering Consultalions 722 North Fielder Road, Arlington, Texas 76012 FALKOFSKE (817) 261-8300 BIA T G2 OT= rri Tml lY2'A HANDRAIL IF REQ'D BY RE: 1/RWIOTHERS ALSO. CAP SLOPE AS RE"" 1V:4H,wx. 1=1I I I I TTT'III I I ffl ��/ 4'TOP SOIL B V-8' I I I C c1 AND COMPACTED ED ON SfTE TIGHTLY FITTED STONE SOIL NO MORTAR REQUIRED I BACK FACE NAY BE G3 IRREGULAR INDICATES ZONE WHERE fI' STONE IS TO BE FULLY Ill FILTER FABRIC AROUND MORTARED TOGETHER TOP, DRAINAGE ZONE. BOTTOM,FRONT AND BACK. POINT ALL FACE COMPACTED,OR EXISTING STONE JOINTS ON SITE SOIL FREE s NING F VEL B DRAJ EUZONE,GSEEE RWl ACE STONE PER OWNER I UN FOR NOTES. E E III- 3'DA.WEEP HOLE O 8'-0'O.C. FILTER FABRIC OVER END FINISHED GRADE OF WEEP PIPE SLOPE 1V:4H MAX. I REFER TO CIVIL FOR FINAL GRADING. _ COMPACTED SOIL _ I — BELOW WEEP PIPE. I I' �� I_Ilflll I�I �I II II—II II- 0 � ALTERNATIVE FOOTING IF —��T I ROCK 5 ENCOUOOTINGHTERED EXCAV o —I I` I II FEE!IIII— WRING FOOTING EXCAVATION RE:B/RW6 U� i DRY STONE,NO MORTAR �r III II— II I' FROM SIE VARIES 4''TO I I— I NOTE IF LIMESTONE IS ENCOUNTERED DURING BASE � EXCAVATION,THE BASE DEPTH MAY BE REDUCED SUCH THAT THE BASE EXTENDS AT LEAST 12'INTO LIMESTONE B2,AS RE'D FULLY MORTARED FOOTING INTO LIMESTONE NOTE,RETAINING VALLS SHALL EXTEND 12'INTO LIMESTDNE.IF CLAYEY SOIL ROCK ENCOUNTERED IN MORTARED PDRTIDN OF FOOTING �w DEPTH,THE FOOTING SHALL BE MORTARED.IF ROCK W ENCOUNTERED IN DRY STONE SECTIDN THEN EMBED MAY BE DRY, UNESTONE WALL SECTION WITH MORTARED AND DRY STONE RW6 BASE IN LIMESTONE LTIBOART TILL BCMDIILL —,w-sasolo an1ml po®utm rn-m a®1L 16f1f!mr m) 1uu sae >Q sac 1kT1lI s�E RiliT 1110E s�Y ema N1Alr TIIOQ® awn. awa awn Ie 11DIH 1olwen att sac ot>n1l a'wt OloRc40 Oorl III81 C C1 C2 A H ,�Eyy T 01 G2 03 CAPACITY 13'-0' 7'-101 1'-6' 4'-0' 2'-0' W-0' 2'-2' .01W6 6'-3' 2'-it' I.-T 6'-6' 14'-0' 6'�3' 1'-T 6'-0' 2'-0' Y-0' 2'-4' ,d}}, W-7• 3'-1' 10'-3' 0'-6' 2300 Po Y'-0' 11-6• w-o' 2'-0' 6'-0' 2'-6' ,w' 6'-0' 3'-3' 11'-0' 10'-1' 1'-6' 6'-3• 2'-3• 6'-6' 2'-8' 6'-6' J'-6• 11'--0' 10'-lo' TILL DISrW CRIRRTI ACRE FA i1�f.Ta1 98[a ffi�wn save Ta sae nr 111F34At HF5 RE NIaE 1Y5[ s1a1 a ou �� 280OPSF 14 do 14 dog W d"q 1 26 dog 28 ds0 99.46 dsq 1 0 pd USE THIS SCHEDULE FOR 1 RW6 1 1 TYPICAL WALL SECTION - GLOBAL STABILITY BASE RW6 1V14H MAX SLOPE ABOVE WALL BEARING IN CLAYEY SOILS WALLC❑ RETAINING MASONRY RETAINING WALLS JOB NO. 432.20 WALLS, INC, DATE: 10-27-20 SHEET 4800 S.E. L❑❑P 820 NORTH SIDE FORT WORTH, TEXAS OFF NORTH TARRANT PARKWAY BY: MKN 76140 NEAR PARK VISTA B❑ULRSVARD RW6 FORT WORTH, TEXAS SCALE: 1/4"=1'