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HomeMy WebLinkAboutContract 54989-A1Date Received: 12/18/2023 Time Received: 11:49 a.m. Permit No.: SWFMA-23-0083 City Secretary No.: 54989-A1 AMENDMENT TO CITY SECRETARY CONTRACT NO. 54989 STORMWATER FACILITY MAINTENANCE AGREEMENT This AMENDMENT TO CITY SECRETARY CONTRACT NO. 54989, STORMWATER FACILITY MAINTENANCE AGREEMENT is made and entered into by and between the CITY OF FORT WORTH, a municipal corporation of Tarrant County, Texas, acting herein by and through its duly authorized City Manager or duly designated Assistant City Manager, hereinafter referred to as the "City", and MO Northside Retail. LLC "Landowner", acting herein by and through its duly authorized representative Donald Silverman as Manager. RECITALS WHEREAS, the City of Fort Worth ("City") and MQ Northside Retail, LLC made and entered into City Secretary Contract No. 54989 (the "Agreement") to authorize the use of on -site stormwater management facilities (the "Facility") to be constructed and maintained on a portion of Landowner's property; and WHEREAS, the Agreement was recorded with the property records of the Tarrant County as Document No. D220325575, which is one and the same as City Secretary Contract 54989. WHEREAS, the Agreement contains exhibit(s) "A" and "B" that depicts the location and design specifications of the Facility; and WHEREAS, it advisable to execute this Amendment to the Agreement to revise exhibit(s) "A" and `B" in the Agreement to depict changes location and design changes being added to the original agreement; and NOW THEREFORE, City and Landowner, acting herein by and through their duly authorized representatives, enter into the following that amends the Agreement: OFFICIAL RECORD Revised 03/01/2022 BN CITY SECRETARY Page 1 of 4 FT. WORTH, TX 1. Exhibit A is hereby replaced with Exhibit A-1 attached hereto and incorporated herein to the Agreement, consisting of a revised location description of the Facility. 2. Exhibit B is hereby replaced with Exhibit B-1 attached hereto and incorporated herein to the Agreement, consisting of revised design specifications of the Facility. 3. This Amendment shall be filed with the City Secretary as an amendment to the Agreement and also 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 administrators, executors, assigns, heirs and any other successors in interests, including any property owners association. 4. All other provisions of the Agreement which are not expressly amended herein shall remain in full force and effect. EXECUTED on this the 18th day of December 2023 REMAINDER OF THIS PAGE INTENTIONALLY LEFT BLANK Revised 03/01/2022 BN Page 2 of 4 CITY: bana go f Dana Burghdoff (Dec Y, 202311: C.i1 ST) Dana Burghdoff, Assistant City Manager City of Fort Worth Date: Dec 18, 2023 Approved as to Form and Legality: Thomas Royce Hansen, Assistant City Attorney II City Attorney's Office Date: Dec 15, 2023 LANDOWNER: MQ Northside Retail, LLC a Texas limited liability company By: Donald L. Silverman Its: Manager Date: J 2 - 14` -&13 Contract Compliance Manager: By signing I acknowledge that I am the person responsible for the monitoring and administration of this contract, including ensuring all performance and reporting requirements. Blcnson Nguyen (for) (�'eczoz3 sr) ATTEST: �oFFOR>°oad Rebecca Owen, Planning Manager Development Services �I � .�hX� o�dQ an4gEX�5o�d Jannette Goodall, Date: Dec 15, 2023 City Secretary City of Fort Worth Date: Dec 18, 2023 OFFICIAL RECORD CITY SECRETARY FT. WORTH, TX Revised 03/01/2022 BN Page 3 of 4 STATE OF TEXAS § COUNTY OF TARRANT § This instrument was acknowledged before me on December 18t 2023 by Dana Burghdoff, Assistant City Manager of the City of Fort Worth, on behalf of the City of Fort Worth. o�Pava�e' BROOKE BONNELL z Notary Public * * STATE OF TEXAS N9 GV P Notary I.D. 134009525 'FoF My Comm. Exp. Oct. 11, 2026 ' STATE OF :� IP—Ct,5 COUNTY OF S Digitally signed by Brooke Brooke BonnelI Bunnell Date: 2023.12.18 11:43:06-06'00' Notary Public, State of Texas 0 _ BEFORE ME, the undersigned authority, a Notary Public in and for the State of on this day personally appeared Donald L. Silverman (name of executor) , Manu,er (title of executor), known to me to be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he/she executed the same for the purposes and consideration therein expressed, as the act and deed of MO Northside Retail. LLC (Landowner's name), and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this tq day of _ , 20 X-3 a CINDY 8 WALDROP Notary ID #132092796 My Commission Expires July 20, 2027 r Notary Public, State of Revised 03/01/2022 BN Page 4 of 4 EXHIBIT "A-1" INSERT LEGAL DESCRIPTION RETAINING WALL MAINTENANCE AGREEMENT Rev. 4/2007 N ABBREVIATION LEGEND ABBR. DEFINITION DOC. NO. DOCUMENT NUMBER CIRF IRON ROD FOUND WITH CAP IRF IRON ROD FOUND CM CONTROLLING MONUMENT W E IX --'15' SEWER EASEMENT / / DOC. NO.D210052902 S i 20' UTILITY 0' 50' 100, EASEMENT i I VOLUME 8306, / Scale 1 "=100' PAGE 1637 / 5/8" CIRF SEWER EASEMENT L12 CM FLOODWAY EASEMENT VOLUME 15289, PAGE 262 10055 DOC. NO. D210101564 tk5� S42°52'09"W / N62 �6 gL9� 29.06' �5N1b POINT OF LOT 1, BLOCK 1 RACETRAC ADDITION \ L1 BEGINNING DOC. NO. D210101564 15' WATER EASEMENT CC# D21010564 L8 �ti1 a1 L L2 �� C2 c� C4 RETAINING WALL EASEMENT 9, __'_5l8" IRF 0.332 ACRES (14,455 SQUARE FEET) POINT OF CM MQ NORTHSIDE RETAIL LLC ]COMMENCING DOC. NO. D215249920 IFWinkelmann & Associates, Inc. CONSULTING CIVIL ENGINEERS ■ SURVEYORS e759 HILLCREST PLAZA DRIVE, SUITE 215 (9�2) 490-1090 DALLAS, TEXAS �5239 (9�2) 490-7099 FAX Texas Engineers Registration No. 89 Texas Surveyors No. 10086600 Expires 12-31-20 COPYRIGHT © 2020, Winkelmann & Associates, Inc. Scale: 1" =100' Date : 05.19.20 DWQ. File : 34111-Retaining Wall Easement 1 PrOlect No.: 34111 G \341 \1 1 \SURVEY\Easements\341 11 -Retaining Wall Easement 1.dwg / ACCESS EASEMENT _ DOC. NO. D210101564 �ooNN ZNP� OF •� / RETAINING WALL EASEMENT FOR WALL C 0.332 ACRES SHEET (14,455 SQ. FT.) I MQ NORTHSIDE RETAIL LLC OF 14801 QUORUM DRIVE, SUITE 160 4 DALLAS, TEXAS 75254 11 CURVE TABLE NO. DELTA RADIUS LENGTH CH. L CH. B C1 140033'54" 22.00' 53.97' 41.42' S43001'31"W C2 45010'38" 64.50' 50.86' 49.55' N89016'51"W C3 34029'56" 84.50' 50.88' 50.11' S83056'30"E C4 140033'54" 2.00' 4.91' 3.77' N43001'31 "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 S70°50'26"W 20.95' L8 N85°59'49"E 60.76' L3 S77°54'50"W 61.40' L9 N77054'50"E 58.75' L4 S85059'49"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 N37049'28"W 19.45' L12 S29°44'38"E 20.01' 11Y Winkelmann & Associates, Inc. CONSULTING CIVIL ENGINEERS ■ SURVEYORS e75o HILLCREST PLAZA DRIVE, SUITE 215 (972) 490-7090 DALLAS, TEXAS 75230 (972) 490-7099 FAX Texas Engineers Registration No. 89 Texas Surveyors No, 10086600 Expires 12-31-20 COPYRIGHT © 2020, Winkelmann & Associates, Inc. Scale: N/A Date : 05.19.20 DWQ. File : 34111-Retaining Wall Easement 1 PrOlect No.: 34111 G \341 \1 1 \SURVEY\Easements\341 11 -Retaining Wall Easement 1.dwg RETAINING WALL EASEMENT FOR WALL C 0.332 ACRES SHEET (14,455 SQ. FT.) 2 MQ NORTHSIDE RETAIL LLC OF 14801 QUORUM DRIVE, SUITE 160 4 DALLAS, TEXAS 75254 RETAINING WALL EASEMENT FOR WALL C 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; vWinkelmann & Associates, Inc. CONSULTING CIVIL ENGINEERS ■ SURVEYORS 6750 HILLCREST PLAZA DRIVE, SUITE 215 (972) 490-1090 DALLAS, TEXAS �5230 (972) 490-7099 FAX Texas Engineers Registration No. 89 Texas Surveyors No, 10086600 Expires 12-31-20 COPYRIGHT © 2020, Winkelmann & Associates, Inc. Scale: N/A Date : 05.19.20 DWQ. File : 34111-Retaining Wall Easement 1 Proiect No.: 34111 (Continued on Sheet 4) RETAINING WALL EASEMENT FOR WALL C 0.332 ACRES SHEET (14,455 SQ. FT.) 3 MQ NORTHSIDE RETAIL LLC OF 14801 QUORUM DRIVE, SUITE 160 4 DALLAS, TEXAS 75254 G \341 \1 1 \SURVEY\Easements\341 11 -Retaining Wall Easement 1.dwg RETAINING WALL EASEMENT FOR WALL C 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 49 min 28 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. vWinkelmann & Associates, Inc. CONSULTING CIVIL ENGINEERS ■ SURVEYORS 6750 HILLCREST PLAZA DRIVE, SUITE 215 (972) 490-1090 DALLAS, TEXAS �5230 (972) 490-7099 FAX Texas Engineers Registration No. 89 Texas Surveyors No, 10086600 Expires 12-31-20 COPYRIGHT © 2020, Winkelmann & Associates, Inc. Scale: N/A Date : 05.19.20 DWQ. File : 34111-Retaining Wall Easement 1 PrOlect No.: 34111 RETAINING WALL EASEMENT FOR WALL C 0.332 ACRES SHEET (14,455 SQ. FT.) 4 MQ NORTHSIDE RETAIL LLC OF 14801 QUORUM DRIVE, SUITE 160 4 DALLAS, TEXAS 75254 G \341 \1 1 \SURVEY\Easements\341 11 -Retaining Wall Easement 1.dwg N /_13 3 7:W0_11Ire] ►11111*1:1iq1f ABBR. DEFINITION DOC. NO. DOCUMENT NUMBER CIRF IRON ROD FOUND WITH CAP IRF IRON ROD FOUND CM CONTROLLING MONUMENT W E IX �11 15' SEWER EASEMENT / / DOC. NO.D210052902 Z S ' � 01 ' 100' Scale 1 "=100' /� 5l8"CIRF SEWER EASEMENT // VOLUME 15289, PAGE 262 CM FLOODWAY EASEMENT 20' UTILITY DOC. NO. D210101564 EASEMENT LOT 1, BLOCK 1 VOLUME 8306, Nr'o RACETRAC ADDITION PAGE 1637 �151 DOC. NO. D210101564 POINT / ICOMMENCINGO� 15' WATER EASEMENT >To CC# D21010564 Z ACCESS EASEMENT DOC. NO. D210101564 j / S64°21'52"W 113.87' X MQ NORTHSIDE RETAIL LLC / ZZ DOC. NO. D215249920 C7 C8L8 L10� CM IRF / RETAINING WALL EASEMENT 0.219 ACRES (9,543 SQUARE FEET) �9ytia L3 C1 ,- POINT OF �� Sy939oti� BEGINNING 61 /CS PGG�S �'w �p0N O�- 00 vWinkelmann RETAINING WALL EASEMENT FOR WALL B & Associates, Inc. 0.219 ACRES SHEET CONSULTING CIVIL ENGINEERS SURVEYORS (9,543 SQ. FT.) e751 HILLCREST PLAZA DRIVE, SUITE 215 (9]2) 496109n DALLAS, TEXAS 75230 (9]2) 490-1099 FAX Texas Engineers Registration No. 89 Texas Surveyors No. 1 DD8660D Expires 12-31-20 COPYRIGHT °2020,Winkelmann&Associates, Inc. MQ NORTHSIDE RETAIL LLC OF Scale: 1" =100' Date: 05.19.20 14801 QUORUM DRIVE, SUITE 160 /� DWq. File : 34111-Retaining Wall Easement 2 DALLAS, TEXAS 75254 �F PrOlect No.: 34111 G \341 \1 1 \SURVEY\Easements\341 11 -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' N80052'28"W C2 33030'19" 37.50' 21.93' 21.62' N71 °39'49"W C3 57021'43" 37.08' 37.12' 35.59' S12033'24"W C4 46046'27" 60.50' 49.39' 48.03' S09°43'10"W C5 50035'06" 41.13' 36.31' 35.15' N12030'52"E C6 79024'55" 60.28' 83.55' 77.02' N25048'33"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 S66037'46"W 29.50' L7 N17°51'03"E 20.45' L2 N23°22'14"W 16.35' L8 N62044'34"E 10.03' L3 S17°51'03"W 15.35' L9 S23022'14"E 16.73' L4 N30019'24"W 15.93' L10 N66033'15"E 9.50' L5 N66038'48"W 20.44' L11 S23022'14"E 20.00' L6 S29036'37"E 17.98' 11Y Winkelmann & Associates, Inc. CONSULTING CIVIL ENGINEERS ■ SURVEYORS e75D HILLCREST PLAZA DRIVE, SUITE 215 (972) 4961D90 DALLAS, TEXAS 75230 (972) 4901D99 FAX Texas Engineers Registration No. 89 Texas Surveyors No, 10086600 Expires 12-31-20 COPYRIGHT © 2020, Winkelmann & Associates, Inc. Scale: N/A Date : 05.19.20 DWQ. File : 34111-Retaining Wall Easement 2 PrOlect No.: 34111 G \341 \1 1 \SURVEY\Easements\341 11 -Retaining Wall Easement 2.dwg RETAINING WALL EASEMENT FOR WALL B 0.219 ACRES SHEET (9,543 SQ. FT.) 2 MQ NORTHSIDE RETAIL LLC OF 14801 QUORUM DRIVE, SUITE 160 4 DALLAS, TEXAS 75254 RETAINING WALL EASEMENT FOR WALL B 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 15.35 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 37.08 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 min 48 sec West, a distance of 20.44 feet to a point for corner, said point being the beginning of a non -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) 11Y Winkelmann RETAINING WALL EASEMENT FOR WALL B & Associates, Inc. 0.219 ACRES SHEET CONSULTING CIVIL ENGINEERS SURVEYORS (9,543 SQ. FT.) 675D HILLCREST PLAZA DRIVE, SUITE 215 (972) 4961D90 DALLAS, TEXAS 75230 (972) 4901D99 FAX Texas Engineers Registration No. 89 Texas Surveyors No, 10086600 Expires 12-31-20 COPYRIGHT © 2020, Winkelmann & Associates, Inc. MQ N O RTH S I D E RETAIL LLC OF Scale: N/A Date : 05.19.20 DWQ. File : 34111-Retaining Wall Easement 2 Proiect No.: 34111 14801 QUORUM DRIVE, SUITE 160 4 DALLAS, TEXAS 75254 G \341 \1 1 \SURVEY\Easements\341 11 -Retaining Wall Easement 2.dwg RETAINING WALL EASEMENT FOR WALL B 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 South 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 & Associates, Inc. CONSULTING CIVIL ENGINEERS ■ SURVEYORS 675D HILLCREST PLAZA DRIVE, SUITE 215 (972) 4961D90 DALLAS, TEXAS 75— (972) 4901D99 FAX Texas Engineers Registration No. 89 Texas Surveyors No, 10086600 Expires 12-31-20 COPYRIGHT © 2020, Winkelmann & Associates, Inc. Scale: N/A Date : 05.19.20 DWQ. File : 34111-Retaining Wall Easement 2 Protect No.: 34111 RETAINING WALL EASEMENT FOR WALL B 0.219 ACRES SHEET (9,543 SQ. FT.) 4 MQ NORTHSIDE RETAIL LLC OF 14801 QUORUM DRIVE, SUITE 160 4 DALLAS, TEXAS 75254 G \341 \1 1 \SURVEY\Easements\341 11 -Retaining Wall Easement 2.dwg N ABBREVIATION LEGEND ABBR. DEFINITION DOC. NO. DOCUMENT NUMBER CIRF IRON ROD FOUND WITH CAP IRF IRON ROD FOUND CM CONTROLLING MONUMENT W E FLOODWAY EASEMENT / \ DOC. NO. D210101564 / POINT OF / S COMMENCING 0' 50' 100, Scale 1 "=100' / 5/8" CIRF 20' UTILITY / CM I ) EASEMENT VOLUME 8306, / /`� PAGE 1637 �9 MQ NORTHSIDE RETAIL LLC U 0c'�o900 0� I / / / DOC. NO. D215249920 LOT 1A, BLOCK 11 COVENTRY HILLS ADDITION CABINET A, SLIDE 6789 ZONED: "AR" / 1o0o o ACCESS EASEMENT LAND USE: RESIDENTIAL / /�59 o OC. NO. D210101564 N76o345/8" IRF 0 s / 168.87 � �` RETAINING e � 08�-I,y 20' UTILITY / / /�o�� WALL EASEMENT �N / EASEMENT 5��1 0.360 ACRES VOLUME 8306, (15,685 SQUARE FEET) POINT OF PAGE 1637 C'va BEGINNING 15' WATER EASEMENT CC# D21010564 �3 J 25' UTILITY EASEMENT VOLUME 8479, PAGE 1078 ��� Qp►F' I� IFWinkelmann & Associates, Inc. CONSULTING CIVIL ENGINEERS ■ SURVEYORS e759 HILLCREST PLAZA DRIVE, SUITE 215 (9�2) 490-1090 DALLAS, TEXAS 75230 (9�2) 490-7099 FAX Texas Engineers Registration No. 89 Texas Surveyors No. 10086600 Expires 12-31-23 COPYRIGHT © 2023, Winkelmann & Associates, Inc. Scale: 1" =100' Date : 10.19.23 DWq. File : 34111-Retaining Wall Easement 3 (Amendment) Proiect NO.: 34111.00 G \341 \1 1 \SURVEY\Easements\341 11 -Retaining Wall Easement 3 (Amendment).dwg RETAINING WALL EASEMENT FOR WALL A , 0.360 ACRES SHEET (15,685 SQ. FT.) I MQ NORTHSIDE RETAIL LLC OF 14801 QUORUM DRIVE, SUITE 160 4 DALLAS, TEXAS 75254 CURVE TABLE NO. DELTA RADIUS LENGTH CH. L CH. B C1 50057'31" 68.48' 60.90' 58.92' S32°13'24"W C2 31 ° 13'37" 88.50' 48.23' 47.64' N29007'41 "E LINE TABLE LINE TABLE LINE # BEARING DISTANCE LINE # BEARING DISTANCE L1 S59040'36"W 51.39' L6 N32°11'17"W 75.55' L2 S25000'21"W 94.01' L7 N39002'49"W 62.65' L3 N64°19'00"W 20.00' L8 N52013'31"E 20.00' L4 N24059'11"E 98.41' L9 S39002'49"E 63.41' L5 N59040'36"E 21.96' L10 S32011'23"E 94.46' vWinkelmann & Associates, Inc. CONSULTING CIVIL ENGINEERS ■ SURVEYORS e750 HILLCREST PLAZA DRIVE, SUITE 215 (972) 490-7090 DALLAS, TEXAS 75230 (972) 490-7099 FAX Texas Engineers Registration No. 89 Texas Surveyors No. 10086600 Expires 12-31-23 COPYRIGHT © 2023, Winkelmann & Associates, Inc. Scale: N/A Date : 10.19.23 DWq. File : 34111-Retaining Wall Easement 3 (Amendment) PrOlect No.: 34111.00 G \341 \1 1 \SURVEY\Easements\341 11 -Retaining Wall Easement 3 (Amendment).dwg RETAINING WALL EASEMENT FOR WALL A 0.360 ACRES SHEET (15,685 SQ. FT.) 2 MQ NORTHSIDE RETAIL LLC OF 14801 QUORUM DRIVE, SUITE 160 4 DALLAS, TEXAS 75254 RETAINING WALL EASEMENT FOR WALL A 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 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 No. 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 North 76 deg 34 min 08 sec West, over and across said MQ Northside Retail LLC tract, a distance of 168.87 feet to the 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 51.39 feet to a point for corner; North 30 deg 00 min 05 sec West, a distance of 155.56 feet to a point for corner; South 59 deg 17 min 04 sec West, a distance of 149.81 feet to a point for corner; South 51 deg 27 min 06 sec West, a distance of 129.54 feet to a point for corner; South 25 deg 00 min 21 sec West, a distance of 94.01 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 24 deg 59 min 11 sec East, a distance of 98.41 feet to a point for corner; North 51 deg 27 min 06 sec East, a distance of 135.68 feet to a point for corner; North 59 deg 17 min 04 sec East, a distance of 171.43 feet to a point for corner; (Continued on Sheet 4) vWinkelmann RETAINING WALL EASEMENT FOR WALL A & Associates, Inc. 0.360 ACRES CONSULTING CIVIL ENGINEERS SURVEYORS (15,685 SQ. FT.) 675D HILLCREST PLAZA DRIVE, SUITE 215 (972) 490- D90 DALLAS, TEXAS 7523D (972)4901D99 FAX Texas Engineers Registration No. 89 Texas Surveyors No, 10086600 Expires 12-31-23 COPYRIGHT © 2023, Winkelmann & Associates, Inc. MQ N O RTH S I D E RETAIL LLC Scale: WA Date : 10.1 s.z3 14801 QUORUM DRIVE, SUITE 160 DWq. File : 34111-Retaining Wall Easement 3 (Amendment) DALLAS, TEXAS 75254 Proiect No.: 34111.00 G \341 \1 1 \SURVEY\Easements\341 11 -Retaining Wall Easement 3 (Amendment).dwg SHEET 3 OF 4 RETAINING WALL EASEMENT FOR WALL A DESCRIPTION (Continued from Sheet 3) South 30 deg 00 min 05 sec East, a distance of 155.70 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 0.360 acres or 15,685 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 & Associates, Inc. CONSULTING CIVIL ENGINEERS ■ SURVEYORS 675D HILLCREST PLAZA DRIVE, SUITE 215 (972) 490- D90 DALLAS, TEXAS 7523D (972) 4901D99 FAX Texas Engineers Registration No. 89 Texas Surveyors No, 10086600 Expires 12-31-23 COPYRIGHT © 2023, Winkelmann & Associates, Inc. Scale: N/A Date : 10.19.23 DWq. File : 34111-Retaining Wall Easement 3 (Amendment) PrOlect No.: 34111.00 RETAINING WALL EASEMENT FOR WALL A 0.360 ACRES SHEET (15,685 SQ. FT.) 4 MQ NORTHSIDE RETAIL LLC OF 14801 QUORUM DRIVE, SUITE 160 4 DALLAS, TEXAS 75254 G \341 \1 1 \SURVEY\Easements\341 11 -Retaining Wall Easement 3 (Amendment).dwg EXHIBIT `B-1" DESIGN PLANS AND SPECIFICATIONS I j C;2 I I III I I IIII � I I I I N III ) RETAINING / �IIIII Lf)�z WALL B Iil ili �111II RETAINING WALL C _ I i i 'llsh I - IIII i rh � I 0 60' 120' —641 6 / SCALE: 1 " = 60' I '�' •��f r" ---- / Z — tin --- ---- = Somali - — V V �7 jjI —IRETAINING WALL A I I 650= -660�lj= I I IIIIII I 655% p� I '650 r , I o 6', 1'1 � VV A \ i ■I 1 1`\\ ■I ------------------- -------------------_/ G 1117Win�elmann & Associates, Inc. 0VERALL GRADING PLAN WALL A CONSULTING CIVIL ENGINEERS ■ SURVEYORS SHEET 9760 HILLCRESf PVSA DRNE, SUITE 215 (9)2) -D9D N 0 R TH SIDE T..':.91 R gI (SJ2) 490-1099 FAX Texas Engineers Registration No. 69 Texas SveyoRegistrateion No. 100 COPIRIGHT ®220, Wlnklmann & A—I,tea FORT WORTH. TEXAS OF Scale : 1" = 60' Date : 10/05/2020 Dwg. File : GRD.DWG 8 Proiect No. : W 11 �— E ' \ IIIIIV 1 I111IIII ��� '� I �`� II \\�\ll\II ` d P I S �, I j \C) — �— - I J h . a ._ICI I,� � 1 SCALE: 1" = 60' 6'Q2 - ------ ------------ dp RETAINING 10�';642� WALL C e IN I� II e I ^ I h RETAINING " 11 i i� it II II II Ii ° IIIII 1 4` I i W WALL B[77:7- mI III III' % 11 6�`�/'/ \� I `'�/ /'' •�,/'' / III , I I � III II I � I I II \L I- �� 1 Inl I� II3 I� IIIIII IIII h �I 11 Cfl I II1JI, I III l �1I', o 65 I 'IIII � I I -641 _ RETAINING - WALLA 645--------- r --- -- r �_— _--- /' \ I II \ I \\ Iv1 I I I 'I,1s A—1,1,I�II vv� Winkelman OVERALL GRADING PLAN WALL B & C & Associates, Inc.. CONSULTING CIVIL ENGINEERS ■ SURVEYORS SHEET 9760 HILLCRESf PVSA DRNE, SUITE 215 (972) -7090 N 0 R TH SIDE 2 T..':.91 R gI (SJ2) 490-1099 FAX Texas Engineers Registration No. 69 Texas Sveyrs Registrateion No. 100 COPIRIGHT ®220, Wlnklmann & A—I,tea FORT WORTH. TEXAS OF Scale : I" = 50' Date : 10/05/2020 Dwg. File : GRD.DWG 8 Proiect No. : W 11 MOPP STA. 0+00.00 WALL Al \ \\ \ \ \ \ \\ STA. 0+61.39 WALL AlOR 644.55TW\ '� 647.674k \III �6 v�— \ 64/.60TW1 �0,------------- \ \ / 6 /„4 \\ �_ rrrbi�Jll,l Winkelmann & Associates, Inc. CONSULTING CIVIL ENGINEERS ■ SURVEYORS 6750 HLLCREST PIAZA DRIVE, SUITE 215 (912) a90-1090 (912) a90-1099 Fab Texas Engineers Regstrat— No 89 Texas Surveyors Registration No. 100866-00 COPYRIGHT 0 2020, Winkelmann & Associates, Inc Scale : 1" = 80' Date : 10/05/2020 Dwg. File : PRELIM GRD.DWG Proiect No.: 34111 4OP, 01 / 00-0 65C 638.13BW \ III'\'\%\` 641 \\ \ 64 RETAINING WALL A PLAN SHEET NORTH SIDE 3 FORT WORTH, TEXAS OF 8 0 0) O) (3) (3) ;� (3) (3� 0) 0) 0) 0) 0) 0) 0) 0) (A O U1 O U1 O C��1 O C)1 O U1 O U1 O Uv1 �1���11�IIII�IIII1II o TW=639.07 STA 0+00.0Q o BW=639.07 BW=639.07 ~' FL=645. STA o 39 0+43.1 4� - °BW=6.13 ._ + TW=648.01-0I I --- BW=639.12-;t FFL 645.45 ;'F -- - --- -N) _ TW= 648.09 FL 646.03 O BN=639.03 �'- O + ��-STA 3+79.63 _- TW=648.18 )2-BW=6.39.00 Oo BW=638. 99 m JSTA 4+02.3 - __-- -I jB W= 638. 20 - - - -- as - vi . . 46. 9 6 i. _ TW= 648.25- m _ STA 4+33.16 = BW=638.28=°-BW=644.47 - 1- 0 O-FL=646. 17 - 4- FL= 646. 15 _ + TW= 648.23 Tt-- o BW=644.69�STA 5+28.63 - O LBW=638.13 ;STA 5+72.1 - 'BW=638.13- _._._._ - + _TW=650.00 STA 5+86.12 0o BW=639.93 BW=640.95 -_-_- IFL=6461 75 40=-=-= 0 0 0+0 - 0 0 TW= 650.00- B N= 546. n4 rLU`tU. l / STA 6+6L 68 BW=640.57 AFL=646. 16 ISTA r 7+128.39 BW-647.75--r I1111I1 TW= 639.07 STA 0+43.44 T W= 548.00 zo �o R" STA 3+79.63 TW= 648.25 IIIIIIIIII STA 4+02.31 TW= 648.25 I I I I I I I I I I STA 4+33.16 TW= 648.25 STA 4+99I 14 I I TW= 648.25 -----STA 5+32.74 TW=647.54 IIIIIIIIII STA 5+86.12 TW= 650.00 TA 6+ 66.68 TW= 650.00 ( I I I I I I I I I I STA 7+28.39 TW= 650.00 o) rn rn rn rn rn rn rn rn rn o) o) rn rn o) COii O O C�ii O C�ii O " O C�ii O COii O Uvi Winkelmann & Associates, Inc. CONSULTING CIVIL ENGINEERS ■ SURVEYORS 6750 HLLCREST PIAZA DRIVE, SUITE 215 (9)2) 490-)090 - 75230(9�2) 490-1099 Fab Texas Engineers Regstrat- No 89 Texas Surveyors Registration No. 100866-00 COPYRIGHT ® 2020, Winkelmann & Associates, Inc Scale : 1" = 120' Date : 10/05/2020 Dwg. File : PRELIM GRD.DWG Proiect No. : 34111 RETAINING WALL A PROFILE SHEET NORTH SIDE 4 FORT WORTH, TEXAS OF 8 / STA. 0+00.00 WALL Bf5650— 2� `vv 647.2 T 11 STA. 0+61.64 WALL B ,o 647.22E i �o `\\�38.95BW' �\ \ 648.81 TWI STA. 0+34.01 WALL B \ 639.46B WI STA. 0+89.26 WALL B STA. 1 +06.91 WALL B - x `\ T64O.00BW \\i648.95 TW STA. 2+ 13.02 WALL Winkelmann & Associates, Inc. CONSULTING CIVIL ENGINEERS ■ SURVEYORS 675HLLCREST PIAZA DRIVE, SUITE 215 (9)2 0) 490—)090 (9�2) a90-1099 Fab Texas Engineers Regstrat— No 89 Texas Surveyors Registration No. 100866-00 COPYRIGHT ® 2020, Winkelmann & Associates, Inc Scale : 1" = 60' Date : 10/05/2020 Dwg. File : PRELIM GRD.DWG Proiect No. : 34111 P J 642.55BWI 1651.99TW1 15TA. 3+19. \\ STA. 3+36.99 WALL B / ,v YW 651.86TW,- /'// 640.34E �B ,655;—\\�\\ 1� 650.48BW1 v STA. 4+26.24 WALL B 655.47TW \ 55. 7NI \ STA. 4+53.68 WALL B \\ \ 655.72B Wr \ / i n D n _ � G RETAINING WALL B PLAN NORTH SIDE FORT WORTH, TEXAS SHEET 5 OF 8 0 0 O 0 0 0 o r W 0 0 0 0 O O Cn 0 O O O O O O O 0) (3) 0) (3) O Cn O C��1 O Cn O G1 O (A O TW=6, ? BW=647.22 STA O+J"7.29 BW=638.67j STA0+62.58 �I�III! I BW=645.671�FL-646.22 I� _ I STA 0+86.12 BW=638.67 TW=648.90-STA 1+11.01 BW=639.79 BW=640.11 - - FL-646. 19 ISTA 1+30.81 IBW= 645.06 FL=646.24 ISTA 1+81.67 T N= 650. 32 BW= 644. 96 I' I uZ BW=643.25 FL 646.28- STA ' 2+ 13.3y5 �BW= 642.48 I FL 646.31 ---- STA ' 2+62.16000 j TN=651.76 JBW=645.26 BW=643.52 L-646.�34 STA 3+36.97 - B W- 640 ,34 �--� STA I 3+53.37 ; . BW=647.34 I_I FL = 646.39- T N= 654.44 I I I I I I I I BW=64193 STA 3+86. 71 BW=640.34 STA 4+53.68��o z = BW=655.72 I � o 2_ m- I � I I O Cn O Cn Winkelmann & Associates, Inc. CONSULTING CIVIL ENGINEERS ■ SURVEYORS 675HLLCREST PIAZA DRIVE, SUITE 215 0 (9)2) 490-)090 (9�2) a90-1099 Fab Texas Engineers Regstrat- No 89 Texas Surveyors Registration No. 100866-00 COPYRIGHT ® 2020, Winkelmann & Associates, Inc Scale : 1" = 80' Date : 10/05/2020 Dwg. File : PRELIM GRD.DWG Proiect No.: 34111 -q$�STA 0+00.00 TW=647.22 =T -STA 0+34.19 TW=647.62 O Cn O Cn STA 0+89.26 I I64 9 - STA 1 +30.81 TW= 649.32 ,5 TA 1 +81.67 FTW =650.105 -STA 2+ 13.35 r� TW = 650.51 STA 2+62.16 TW= 651.21 I I I I I I I -STA 3+ 16.91 � TW �652.I00 STA 3+36.99 -PTW = 651.86 -STA 3+62.47 -r � � TW= 652.95 I -STA 4+26.24 �JTW=655.47 _STA 4+53.68 -�-TW= 655.72 RETAINING WALL B PROFILE NORTH SIDE FORT WORTH, TEXAS 0) SHEET 6 OF 8 \ C1 �• ��-- v 647.70TW /- 1 \/\ / / '/ a■ I / STA. 0+00.00 WALL C ,� 0 m 1648. 00 TW \�640. 98B W ' ' 640.93TW ,'Sy 6 m 645 ���' �'' �� y ' m Ul CD y - ' 7vvv 647.33TW m SQ6�.95BW 642.26BWi \ 1650.00TW�-�` �s /j, STA. 1 +09.23 WALL C, STA. 1 +28.63 WALL C - `\ 4 I/ 650.00TW� 641.86BW1 \-\\ STA. 1 +92.94 WALL C \ 650.00TWI STA. 2+52.75 WALL C \ �� STA. 2+81.67 WALL C ,A \ `>6; \ \ \ \ \ 1641.35BW 1650.56TW =' ; 642.80BM\ 651.00TWly'/ Y STA. 5+92.62 WALL C STA. 3+84.79 WALL C - --- ;- -- _ STA. 6+ 17.34 WALL C \\\ \ \`1.50T , 647.00TW ` ��` �;\ .� 42.00BW \ \ ' = 643.21B \ s\ 652.92TW= &I \ > 647.84BW � `.� \ \ STA. 4+35.78 WALL C ';/�. 655" ,�7\ ,� \- \\ 58.00TWI \\ \ STA. 4+62.35 WALL C ,✓ 643.00B \\\ \\�;\\ \ \ \\ \\\\\ \ 648.O0BW1 _ \ \ \648.100TW1 \\ \ I STA. 7+09.96 WALL C -71 ■ Winkelmann & Associates, Inc. RETAINING WALL C PLAN CONSULTING CIVIL ENGINEERS ■ SURVEYORS SHEET _ RLLRESTP DRIVE, SUITE ,s s„.9g NORTH SIDE 9.., .9g_,o" F Texas Engineers Regstrat- No 89 Teas 5GT 02 0, W,,k,l, N.,, , A.....GG FORT WORTH, TEXAS COPYRIGHT ®2020, Winkelmann & Associates, Inc OF Scale : 1" = 80' Date : 10/05/2020 Dwg. File : PRELIM G'RD.DWG 8 Proiect No. : 34111 % N Cn O Cn O Cn O Cn O Cn O Cn O IIII11111111III 1111111 + TW=640.91-FL O BW=640.93 O !FL=645.83 IIII IIII IIIIIIIIIIIII� II FL= 646.21 + TW= 647. 31 STA 1 +20. 41 O BW=642.02 BW=642.23r�s IIII IIII IIII IIII III IIII IIII IIIIIIIITI 1111 1 1 1 STA 1 +29.011z I ti 1111 111 IBW=642.951 1 11 1a' + TW= 650.001 1 1 1 III III O BW=642.OSI11 iiii O IIII IIIIIIIII J III 1 1 1 STA 2+81.67" iiii BW=641.35 1 1 1 1 1` + IIII IIIIII TW=650.00 di FL 6461414 O BW= 341.80 FL= 646.53 IIII IIII �IIII1111 FL=64E56 IIII IIII IIII IIII III II IIII IIII IIII IIII III STA 4+18.92 + IBW=647.841 C7 1 1 1 1 1 1 1` STA• 4+41.72 IIII IIII � I FL=64E 56-BW=640.84 1 71111 TWI 658. 00 STAI 14+I60.1 JA O BW=642.49 BW=643.39j O Iill IIII I 11 I IIII IIII 11 iiii iiii 11FL 646.53 IWIII I650.04III I FL IIIIIIIIIII + T==64E 44 O B W= 6 42. 92'i 11 1 1 1 1 1 1 1 1-H � IIII IIII IIII IIII IIII I� 11 1111 71 iiii iiii ;STA 6+17.72/H iiii IBW=643.21 + TW= 647.94 �1 O BW=547-48,61 iiii iiii III IIII I —LI 2STA 7+10.111 ':rBW=648.001 � IIII IIII I a IIII IIII II IIII IIII � + IIII IIII JI IIII IIII II O O � O N3 NWinkelmann & Associates, Inc. CONSULTING CIVIL ENGINEERS ■ SURVEYORS 675HLLCREST PIAZA DRIVE, SUITE 215 (9)2 0) 490—)090 (9�2) a90-1099 Fab Texas Engineers Regstrat,.r No 89 Texas Surveyors Registration No. 100866-00 COPYRIGHT ® 2020, Winkelmann & Associates, Inc Scale : 1" = 120' Date : 10/05/2020 Dwg. File : PRELIM GRD.DWG Proiect No. : 34111 O ZA O �I`""s-..,,y_ � / / / • NOON NONE NONE NONE '_N'="P� : . NONE NONE IIII NONE iiii � ielel91 , h:�?ii::'si:�iii � � • : / / Cn O Cl1 O Cn O O RETAINING WALL C PROFILE SHEET NORTH SIDE 8 FORT WORTH, TEXAS OF 8 P FALneMl% n Structural Engineering Consultations 722 North Fielder Road, Arlington, Texas 76012 817 261-8300 RW3-1 - RW4 1 rally RW2-1 WALL L) I l e RW2-2 RW5-2 l i I; i I WA L C S 63 RW3-2 43 ' 0 60' 120' •'' ' I- SCALE: 1 " = 60' l 642 NOTE FROM FALKOFSKE: This plan was developed directly from Winkelmann / RW3-1 rb i 1 & Associates, Inc. Retaining Wall A Plan I and Profile dated October 05, 2020, sheet 1 of 13. This plan is for the sole purpose of showing what retaining wall ; ; J`I° i sections to use where and to comment on the site as necessary with regards to the retaining walls. Contractor shall / review final Civil Plans for other notes with regard to the site prior to constructing Masonry Stone Retaining i I ' Walls. \ \ \ RW2-1 \ \ / RETAINING \ \\ \ WALL A �c/ // i i I I It i I Q v°° I - m \\ \ & mII ld \°Lc / \ I\ �V �� `� `� J I 1 RW2-2 64 111\ r \ \ v I \ 645 1642 WALLC❑ RETAINING MAS❑NRY RETAINING WALLS - JOB NO. 432.20 WALLS, INC. SITE PLAN SHEET DATE: 10-27-20 4800 S.F L❑❑P e20 NORTH SIDE FORT WORTH, TEXAS ❑FF NORTH TARRANT PARKWAY BY: MKN 76140 NEAR PARK VISTA B❑ULRSVARD Sp1 FORT W❑RTH, TEXAS SCALE: 1/4°-1' W E Structural Engineering Consultations a 722 North Fielder Road, Arlington, Texas 76012 (817) 261-8300 FALKOFSKE -1 ( US � Y RW5-2 ` II 1 RW2-1 I 659 �\ 5�-Ln W - RW6 RW4-2 (-Oil I 0 60' 120' 77 NOTE FROM FALKOFSKE: This plan 1 '�^' RW5-1 was developed directly from Winkelmann & Associates, Inc. j Retaining Wall A Plan and Profile �� ' I� dated October 05, 2020, sheet 2 of 642 '` RW3-2 Jill13. This plan is for the sole purpose / I Nil II i of showing what retaining wall sections to use where and to �l j comment on the site as necessary ' with regards to the retaining walls. RW2-1 Contractor shall review final Civil RETAINING ,i i Plans for other notes with regard to W I WALL B + the site prior to constructing Masonry Stone Retaining Walls. I ; RETAINING WALL C I 6 RW4-2 RW2-1 ' - ! RW3-1 RW4-1 / N ,z== 'ss RW5-2 ��, RW3-2 6,39 ,; �� RW5-1 RETAINING ` WALLA —4 n MASONRY RETAINING WALLS - JOB NO. 432.20 WALLC❑ RETAINING SITE PLAN SHEET WALLS, INC. DATE: 10-27-20 4800 S.E. L❑❑P 320 NORTH SIDE FLIRT WORTH, TEXAS OFF NORTH TARRANT PARKWAY BY: MKN 7G140 NEAR PARK VISTA BOULRSVARD SP2 FLIRT WORTH, TEXAS SCALE: 1/4"=1' FALKOFSKE GENERAL NOTES 1. Design 1.1. Design Codes International Building Code, 2015 Edition 1.2. Geotechnical Report Firm AT ha Tesnnp. Inc Report No. 131884 Dated October 8. 201;i Allowable Bearing Capacity 1500 2500 oaf 1.3. Design Parameters Soil Parameters: Soil Type` Friction Angle Cohesion (psf) Unit Weight (pcf) Retained Backfill (On site clay) 26 deg 0 psf 120 pcf Retained Backfill (Gravel) 35 deg 0 psf 110 pcf Foundation Soils (1500 psf) 26 deg 0 psf 120 pcf Remediated Base (2500 psf) 28 deg 0 psf 135 pcf 'See materials below for a description of each Soil Type. Factors of Safety: External Stability a. Minimum Factor of Safety Against Base Sliding (Static Condition) 1.5 b. Minimum Factor of SafetyAgainst Overtuming 2.0 Minimum%ctoref Safety Against Global Stability 1.5 d. Minimum Fact or of Safety for Bearing Capacity 3.0 Design Loading: Lateral earth pressures are calculated using Coulombs Lateral Earth Pressure Theory. Designs have been performed to accept loading per the proposed loading conditions based on the Civil Grading Plans. A live loading of 250 psf has been used for all walls supporting areas subject to frelane loading. Retaining walls should not have solid fence (such as wood fence) placed on top of wall other than that shown on these plans. Retaining walls shall not have add dional surcharge placed above wall other than that shown on these plans. Retaining walls shall not have slope at base or top of wall that exceed that which is shown on these plans. The retaining walls noted above require special design. 2. Materials 2.1. Soil Types a Retained Backfill a.a. On site clayey soils a.b. Property compacted on -site fill soils, verification by others. b. Foundation Soils ( Allowable Bearing = 1500 psf min) b' a. Bearing on Stiff Natural Undisturbed Clayey or Sandy Soils or Compacted and Tested Fill Soils b. b. Friction Angle between Base of Wall and Soil - 17 deg b.c. Bearing in fill soils. Fill soils supporting the retaining walls shall be placed in accordance with the recommendations for the fill placement perthe geotechincal report. c. Foundation Soils ( Allowable Bearing = 2500 psf min) Beanng on Remediated Bases c, b, Fnct on Angle between Base of Wall and Soil -28 deg c.c. Material per dimension stone, section 2.2 d. Drainage Material d.s. Free draining granular backfill, clean, non -plastic, relatively well -graded. 2.2. Dimension Stone a. Average Density of masonrywall varies from 135pcf to 145pef. b. Stone size varies from 4" to 18". c. Face stone shall be coordinated between contractor and owner/developer. d. Recycled concrete 4" to 18" may be used in place of dimension stone, contractors option. 2.3. RebanWelded Wire Fabric (If Required) a. All steel reinforcement shall be new billet steel conforming to ASTM A-015, Grade 60 with fy=60ksi. b. All reinforcement shall not have deleterious material on it c. All welded wire fabric shall have minimum fy=65ksi and be hot dip galvanized. 2.4. Drainage Materials a. Weep pipes shall be PVC or corrugated HDPE pipe. b. Drainage zone shall be separated from retained backfill by m rafi 140N fifter fabric or approved equal 2.5 Portland Cement Mortar for Retaining Wall Construction. The portland cement mortar used for construction of the masonry stone retaining walls shall be provided with the following proportions per cubic yard of concrete. The portland cement mortar supplier shall provide "batch tickets" clearly indicating that the appropriate amount of materials are provided in each truck load. The batch tickets shall dearly indicate the amount batched, the date, the project name and shall be provided to Falkofske Engineering, Inc. for review, documentation, and file. Contents Amount per cubic yard Specific Gravity Volume W3 Type 1 Portland cement 451 Ibs 3.15 2.29 Type F Fly Ash 113 Ibs 2.93 0.62 Fme Aggregate(sand) 2746 lbs 2.59 16.99 Potable Water 367 Its 44 Gallons 5.88 Bike Air (or equivalent) (AS REO'D)oz 4.5% 1.22 27.0 Total Note the Portland cement mortar supplier material weights may vary slightly based on the specific gravity of the materials used Concrete retarders may be used at the discretion of the masonry wall contractor. A greater amount of retarder Is Typically used during hot periods and a less amount of retarder Is typically used during cool weather. Please note that the above proportions will provide a portland cement mortar with a compressive strength of about fe = 2500 psi. Falkofske Engineering, Inc. does not require any concrete testing provided the above proportions are venfed by way of the "batch tickets". WALLC❑ RETAINING WALLS, INC. 4800 S.E. LOOP 820 FORT WORTH, TEXAS 76140 Structural Engineering Consultations 722 North Fielder Road, Arlington, Texas 76012 (817) 261-8300 3. Construction 3.1 Preparation Work a. Prior to grading or excavation of the site, confirm the location of the retaining walls and all underground features, including utility location within the area of construction. Ensure aurroundmg structures are protected from effects of wall excavation, and construction. b. Coordinate installation of underground utilities and other improvements with wall installation. 3.2 Excavation a If a mortared footing is over -excavated, then the dimension stone shall be placed mortared If a dry stone footing is over excavated, then the dimension stone does not need to be mortared. b. Fill over -excavated area in front of the wall footing with compacted on site soils before the wall instruction exceeds 4 feet in height. c In areas where the walls are installed in a cut, the required excavation shall extend horizontally to the extent of the width of the retaining wall. The wall may be built to the cut. If the wall is over out, then soil shall either be compacted orthe drainage zone may be widened. 3.3 Wall Construction a. The wall shall be constructed to the dimensions as shown on these plans. Front leads, back leads,and string lines shall be set for each wall. Care shall be taken to install the mortar zones the correct thickness, and to place drainage behind the wall as required. b. Control joints shall be installed at a maximum of 16'-0" o.c. per these plans. C. Weep pipes shall be placed at V-0" o.c. max. d. Face rock Type shall be coordinated between the architect, owner, and retaining wall contractor. 3.4 Retained Backfill Placement a. Retained backfill shall be placed per the recommendations of the geotechnical engineer, but should not be less than 93% Standard Proctor Maximum Dry Density (ASTM D698). It. Fill should be placed in maximum 8" thick compacted lifts. c. Large compaction equipment (equipment heavier than 7,500 Ib) shall remain a minimum of 1.5x the height of the wall away from the back of the wall for a period of 2 weeks from the time of construction. d. After a penod of 2 weeks from the time of construction large compaction equipment maybe used behind the wall but shall stay a minimum of 6-0" away from the back of the wall e. Soil placed with in F-C" of the back of the wall shall be placed using handheld compaction equipment. f. If the wall is in a out situation the wall may be built up to the cut If the wall is overcut the drainage thecmay be widened to the cut or compacted fill may be placed between the drainage zone and ut. 3.6 Retaining Wall Performance, Maintenance, and Other Comments a. Control joints are provided in the retaining wall to allow for minor movements due to settlement and shrink swell of the soils. Some cracking may occur in the face of the retaining wall. This cracking, if minor (less than 3/8"), may be cosmetically repaired as desired. It. The retaining walls are designed to allow surface water to flow over the tops of the retaining walls. Care should be taken during and after construction to not allow water to pond behind the retaining walls, as this can have a negative impact on the stability of the retaining walls. c. If downspouts are located nearthe back of the retaining wall they should either be plumbed through the retaining wall to drain below the wall or collected and tied into the storm sewer system. Perforated subsurface pipes shall not be used behind the retaining walls. d. Positive drainage over the top of the walls shall be maintained throughout the life ofthe structure. If males are placed behind the wall they shall remain clean and free draining. If water is found to be pending in the swale it shall be fixed to allow waterto freely dmin as soon as possible. e. Any broken sprinklers behind the retaining wall shall be turned off and repaired as soon as possible. 3.7 Cold Weather Construction of Retaining Walls Construction Requirements for temperatures between 40°F and 32'F: a. Water and aggregates used in mortar shall not be heated above 140°F. It. Mortar sand or mixing water shall be heated to produce mortar temperatures between 407 and 120"F at the time of mixing. Construction Requirements for temperatures between 32'F and 25'F: a. The guidelines above for construction requirements for temperatures between 407 and 327 and the following shall be met. It. The mortar temperature shall be maintained above freezing until used in masonry stone retaining wall. c. Visible ice and snow shall be removed from the top surface of existing foundations and masonry to receive new construction. These surfaces shall be heated to above freezing, using methods that do not result in damage. d. Newly constructed masonry shall be completely covered with weather -resistive membrane for 48 hours after being completed. Construction Requirements for temperatures between 25°F and 20'F: a. The guidelines above for construction requirements for temperatures between 40°F and 32°F, the construction guidelines for temperatures between 32oF and 25oF , and the following shall be met. It. Masonry (raw stone) surfaces under construction shall be heated to 4WE c. Wind breaks or enclosures shall be provided when the wind velocity exceeds 15 miles per hour. d. Newly constructed masonry shall be completely covered with weather -resistive insulating blankets, or equal protection, for 48 hours after being completed. 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 of the International Building Code, and is in compliance with Masonry Standards Joint Committee recommendations for cold weather construction of masonry structures. 4. Construction Observations 4.1 Construction Observations by Falkofske Engineering, Inc. a. Falkofske Engineering, Inc. will perform construction observation, but only as a means of verification of the contractors quality control performance. b. Falkofske Engineering, Inc. will act as the Special Inspector for this project. Contractor shall contact Falkofske Engineering to set up Inspections, at least 1 day before construction starts. c. All required materials testing shall be performed by an approved materials testing laboratory. d. Falkofske Engineering, Inc. is not responsible for means, methods, and material furnished by the retaining wall contractor. 4.2 Construction Observations by Others a. Construction observations as required by the city shall be coordinated by the contractor. MASONRY RETAINING WALLS - N❑TES NORTH SIDE OFF NORTH TARRANT PARKWAY NEAR PARK VISTA B❑ULRSVARD FORT WORTH, TEXAS JOB NO. 432.20 DATE: 10-27-20 SHEET BY: MKN RW1-1 SCALE: 1/4"=1' 7 FALKOFSKE POST BY OTHER SLEEVE FOR T ® AS REO'D OTHER III —I NOTE: DURING INSTALLATION OF HANDRAIL POST IF SLEEVE LOCATION DOES NOT MATCH POST LOCATION IT IS PERMISSIBLE TO CORE DRILL THE 1'-B" DEPTH. WALL SECTION W/HANDRAIL POST RW1-2 CONTRACTOR OPTION N.T.S. 8'-0" MAX. I PROVIDE 3' DIA. I WEEP HOLE FACE STONE PER OWNER OR BUILDE 8 o ag $ II ��88 II II I L it 1h 7 4 PROVIDE CONTROL JOINTS ® 16'-0" D.C. MAX. I Y12 NI TYPICAL PLAN VIEW AT BASE RW 1-2 "•T•s WALLC❑ RETAINING WALLS, INC. 4800 S.E. LOOP 820 FORT WORTH, TEXAS 76140 Structural Engineering Consultations 722 North Fielder Road, Arlington, Texas 76012 (817) 261-8300 ¢" A & XPANSI 3 J,1p�I�NN z MATERTAL ORTAR RW1 ozO ate' 1 A 4 RW1 N.T9. II l III Amway, ' GINS I ® 16, O.C. 1 2 n TYPICAL PLAN VIEW AT CORNERS RW —L N.TS. BATTER BACK OF CAP FRONT OF CAP � FACE OF RETAINING WALL WALL HEIGHT TOE OF WALL ' —I EMBEDMENT FOUNDATION SOILS BASE WIDTH LEGEND MASONRY RETAINING WALLS STANDARD DETAILS NORTH SIDE OFF NORTH TARRANT PARKWAY NEAR PARK VISTA B❑ULRSVARD FORT WORTH, TEXAS =TTT=III-III-III-III III— SHOULDER OF p'P11 IESS I //00F WALL IIIR�EM'NED BACKDLL III I � FAILURE WEDGE - HEEL JOB NO. 432.20 DATE: 10-27-20 SHEET BY: MKN RW1-2 SCALE: 1 /4"=1' P FALKOFSKE 81 A T HANDRAIL IF REO'D BY OTHERS RE: 1/RW1 ALSO. SLOPE AS REO'D CAP Structural Engineering Consultations 722 North Fielder Road, Arlington, Texas 76012 (817) 261-8300 G2 2 STORY BOIL➢ING WILOIM SUtCHARGE = 250 y f BUILDING FIMNOATIM SY OTTERS -! }! 111 1 G3 z \ TIGHTLY FITTED STONE NO MORTAR REQUIRED--_ INDICATES ZONE WHERE - STONE IS TO BE FULLY MORTARED TOGETHER TOP, _ BOTTOM, FRONT AND BACK.- POINT ALL FACE STONE JOINTS ^ �, N \ FACE STONE PER OWNER �6 w - 1 E E v 3" DIA WEEP HOLE ® B'-D" Q.Q. 1 FINISHED GRADE SLOPE 1V:BH MAX. `�111111- _ REFER TO CIVIL � = �' FOR FINAL GRADING.1I- — — 4' TOP SOIL & 1'-8" —III=—III CLAY CAP AND COMPACTED ON SITE BACK FACE MAY BE IRREGULAR I� III MIRAFI 140N FILTER FABRIC AROUND DRAINAGE ZONE, OR APPROVED EQUAL. COMPACTED, OR EXISTING kI ON SITE SOIL. IIII FREE DRAINING GRAVEL DRAINAGE ZONE, SEE RW1 uw FOR NOTES. ^„ —III—III— tl lI III=III- 12 TO 24 FILTER FABRIC AROUND DRAINAGE POCKET. I I I III-1 I I 1=1 III B II G1 o ll ^m n 3' DIA WEEP HOLE } ® 8'-0" O.(. GRAVEL OR CLEAN ROCK CHIP POCKET, 9" DEEP. DRAINAGE POCKET RW2 WALLS 4'-0' OR LESS MASONRY MALL SCHEDULE 1600 P•f — BlARtNO CAPACIYY (SLAP NAm= UNDAITIBB4'D SOILS OR CDYPACTBD AND fE3PBD 30IL3 3SF CSNSRAL NOABB STAB} RIf) WNL FONT BRff TOE 845E 845E MOIX OFPIH (TOE) OEPIH (HEEL) BATTER NLLY THICNNE55 DMNFL GRAVEL N ZONES Oi WALL (BOTTOM) crop) DMNFL BEIRING CAPACITY H B 81 C 01 A E T G1 G2 G3 W-0" 4'-3" 0'-9" 4'-6" 0'-8" 1'-0" 0'-10" 2'-6" V-8" 4'-7" 3'-9" 7'-0" 3'-10" 0'-11" 5'-0" 0'-7" 1'-2" 0'-10" 2--11" 1 —10" 5'-4" 4'-5" 8'-0" 4'-4" V-1" 5'-8" 0'-9" 1'-4" V-0" 3'-3" 2'-0" 8-0' 5-2" 9'-0" 5'-0" 1'-3" 8'-0" 0'-11" 1'-6" 1'-0" 3'-9" 2'-2" B'-9" 1500 'of 5'-10" I 10'-0" 5'-5" V-4" 6'-6" 1'-0- 1'-8" 1-2" 4'-1" 2-5" 7'-5" 6'-7" 11'-0" 6'-0" 1'-6" 7'-0- V-1" V-10" 1'-2" 4--6" 2'-7" 8'-2" 7'-3" MALL DESIGN CRTTERM BENSNG Ge $OPE lOP 6 SLOPE BOT 9+ AOTNE PRESSURE WALLS <4' PgE55111E WILLS >4' PASSIVE PRESSUE F140110N IYGIE BASE =PE W BACI( aF WNL SURCHNBE c i500paf 0 deg 7.13 deg 26 deg 35 deg 28 deg 17 deg 99.48 deg 250 pelf U THIS SCH ULE FOR 1 RW2 TYPICAL WALL SECTION W/ BUILDING SURCHARGE RW2 IV:IOH MAX SLOPE ABOVE WALL - BEARING IN CLAYEY OR SANDY SOILS WALLC❑ RETAINING WALLS, INC. 4800 S.E. LOOP 820 FORT WORTH, TEXAS 76140 MASONRY RETAINING WALLS NORTH SIDE OFF NORTH TARRANT PARKWAY NEAR PARK VISTA B❑ULRSVARD FORT WORTH, TEXAS FILTER FABRIC OVER END OF WEEP PIPE. COMPACTED SOIL BELOW WEEP PIPE. JOB NO. 432.20 DATE: 10-27-20 SHEET BY: MKN RW2-1 SCALE: 1 /4"=1' r=- FALKOFSKE B1 A T HANDRAIL IF REQ'D - - -- BY OTHERS RE: 1/RW1 ALSO. �,c READ \ \ CA " S1V"QP0fAA . : TIGHTLY FITTED STONE NO MORTAR REQUIRED INDICATES ZONE WHERE STONE IS TO BE FULLY MORTARED TOGETHER TOP, BOTTOM, FRONT AND BACK. POINT ALL FACE STONE JOINTS - 0 6 FACE STONE PER OWNER 1 3" DIA. WEEP HOLE O 8'-0' O.C. FINISHED GRADE SLOPE iV:BH MAX. REFER TO CIVIL FOR FINAL GRADING. 1 (EE E ti 111 B G1 G2 Structural Engineering Consultations 722 North Fielder Road, Arlington, Texas 76012 (817) 261-8300 4' TOP SOIL & 1'-8" CLAY CAP AND COMPACTED ON SITE SOIL BACK FACE MAY BE IRREGULAR MIRAFI 140N FILTER FABRIC AROUND DRAINAGE ZONE, OR APPROVED EQUAL. COMPACTED, OR EXISTING ON SITE SOIL. FREE DRAINING GRAVEL DRAINAGE ZONE, SEE RW1 FOR NOTES. REFER TO A/RW2 FOR DRAINAGE ZONE ON WALLS 4'-0" OR LESS IN HEIGHT. -III 11 I v) :'ROADE FILTER FABRIC OVER PIPE 1- ao COMPACTED SOIL BELOW WEEP PIPE. (U a3 12" TO 24" FILTER FABRIC AROUND DRAINAGE POCKET. III—III=III II III I — III o� 3" DIA. WEEP HOLE O 8'-0" O.C. GRAVEL OR CLEAN ROCK CHIP POCKET, 9" DEEP. DRAINAGE POCKET RW2 WALLS 4'-0" OR LESS NASONRY WALL SCNNDULN 1600 1# - tl NO C ACM (MFF NAfVR1L UNDLS1ORtlSD MW DR COYPICPRD IIfD ]BSTRD SOILS SSS C£NSRAL NO}83 StlBRf' RIf) SU RERRF BARE am TOE BARE 916E DE (TOq oEPIH (HEEL) BATIER MOzoRE ° TKK]O M OF eW11 fRR,41 (RAVEL °RAAlEL (BOT ) (TOP) — CAPACITY H B B1 C C1 A E T G1 G2 G3 1 1-0' 1'-0" 0-0' 0'-6' 0'-2' 0'-2' HO&LLYa 1'-0" SEE A/RW2 SEE A/RW2 SEE A/RW2 1 2'-0" 1'-2' 0'-2' 0'-9' 0'-3' 0'-4' M&UED 1'-0" SEE A/RW2 SEE A/RW2 SEE A/RW21 1 3'-0" V-7" 0'-3' 0'-9' 0'-4' 0'-6' M WIED 1'-4' SEE A/RW2 SEE A/RW2 SEE A/RW21 1 4'-0' 2'-3' 0'-4' 1'-0' 0'-5" 0'-8" "o—y. 1'-11' SEE A/RW2 SEE A/RW2 SEE A/RW21 1500 pef 1 5'-0' 2'-5' 0'-5' 1'-3" 0'-5' 0'-10' y&W' 2'-0" 1'-6' 3'-11" 3'-0' 1 1 6'-0" 2'-9' 0'-6' 1'-6' 0'-6' 1'-0" 0'-10" 2'-3' 1 -8' 4'-7' 3-9" 1 1 7'-0' 3'-7' 0'-11" 2'-6' 0'-7" 1'-2" 0'-10" 2'-8" V-10' 5'-4' 4'-5' 1 1 8'-0" V-1" 1'-1' 3'-0" 0'-9' 1'-4' 1'-0' 3'-0' 2 -0' 8'-0' 5'-2" 1 1 9'-0' 4'-8' 1'-3' 3'-6' 0'-10' 1'-6' 1'-0" 3'-5' 2'-2" 6'-9' 5'-10' 1 1 10'-0" 5'-1" 1'-4' 4'-0' W-11' 1'-8" 1 -2' 3'-9' 2 -5' 7'-5' 6'-7" 1 1 WALL DESIGN CRMRG BEARING OR SLOPE TOP 9 SIDP11 BOT 11 '�� PRE45URE WILLS <{' PRESeURE WAVS >{' p�gy,P7' RE mp F 0' E gHCIE M MK SLOPE OF OF WALL d SURCHNOE a 1 1500pef 5.71 deg 7.13 deg 26 deg 35 deg 28 deg 17 deg 99.46 deg 0 Pef US/ THIS SCH LLE FOR 2 ftW2 WALLC❑ RETAINING WALLS, INC, 4800 S,E, LOOP 820 FORT WORTH, TEXAS 76140 TYPICAL WALL SECTION - 1V110H MAX SLOPE ABOVE WALL BEARING IN CLAYEY SOILS MASONRY RETAINING WALLS NORTH SIDE OFF NORTH TARRANT PARKWAY NEAR PARK VISTA B❑ULRSVARD FORT WORTH, TEXAS JOB NO. 432.20 DATE: 10-27-20 SHEET BY: MKN RW2-2 SCALE: 1/4"=1' Structural Engineering Consultations 722 North Fielder Road, Arlington, Texas 76012 FALKOFSKE 817 261-8300 HANDRAIL IF REQ'D B1_ _ A _ _ T _ _ G2 I� h BY OTHERS I —III —III —III —I _--1—_ RE: 1 /RW1 ALSO. I I- 51.OPE MAx. —III—III—III—III—III—III= CA III II II II II II II II ------_---- =1 �I = f ll IJ ll I� II II II I I `CCLAY CAP OMPACTED D ERE" SOIL. TIGHTLY FITTED STONE I= NO MORTAR REQUIRED G3 — BACK FACE MAY BE III IRREGULAR INDICATES ZONE WHERE MORTARED STONE I TOGETHER T PTO BE +, III- DIRAINAGE ZONE, OR APPRIOVEDOUND BOTTOM, FRONT AND BACK. EQUAL. POINT ALL FACE III—� COMPACTED, OR EXISTING STONE JOINTS IIII=... ON SITE SOIL. OFREE DRAINING GRAVEL 6 FACE STONE PER OWNER — DRAINAGE ZONE, SEE RW1 S U` FOR NOTES. REFER TO A/RW3 FOR DRAINAGE ZONE ON E E III— WALLS 4'-0" OR LESS —III IN HEIGHT. 3" DIA. WEEP HOLE 0 B'-O' O.C. —IIII ,o FINISHED GRADE (— SLOPE 1V:4H MAX. III—�� I 0 .^ROVIDE FILTER FABRIC OVER PIPE REFER TO FOR FINAL GRADING. \\l J _ ICI —III —I 1 11 II I; COMPACTED SOIL — — — — - — - BELOW WEEP PIPE. =III=I1I=III ICI—ICI—i' F l I I 1=1 11=1 11=1 I III —I I _����I I�—��I I�—��I I�� �� �� l J l J l U III.�.1�1.�.1�1.�.1(:-- �1.�.1�1.�.1�1- I =� - I�I���I�I�I i- B — G7 MASONRY MALL SCHEDULE 12" TO 24" 1400 pq - DR V O AODY (StTFF NItURAt UNDTSPURDRD SODS _ _ FILTER FABRIC AROUND OR CDYPILTRD AND TRD}PD SDDB Db6 CPNDRAL ND}2'S SRDDT RIHf DRAINAGE POCKET. Wul e�E TOE asSE aN;E 1vLv —III—III=11 II HEroHr wmx DEM THCK�.s (10� OEPIH (HEED N� DNF OF WNL (E�TTpM) (1gP) CAPACITY H B B1 C C7 A E T G7 G2 G3 m I 1-0' 1'-0' 0-0' 1 -6 0'-2' 0'-2" KOR%o 1'-0' SEE A/RW3 SEE A/RW3 SEE A/RW3 2'-0' V-2" 0'-2" 2'-6" 0'-3' 0'-4' uomnLLneo 1'-0' SEE A/RW3 SEE A/RW3 SEE A/RW3I 3" DIA. WEEP HOLE I 3'-0" V-7' 0'-3- 3'-8' 0'-4" 0'-6' Ko %D 1'-4' SEE A/RW3 SEE A/RW3 SEE A/RW3 GRAVEL OR CLEAN ROCK I 4'-0- 2'-3" 0'-4" 4'-6' 0'-5" 0'-8' KWID 1'-11" SEE A/RW3 SEE A/RW3 SEE A/RW3I 1500 paf CHIP POCKET, 9" DEEP. A DRAINAGE POCKET I 5'-0' 2-5 0-5 0'-5' 4'-6" 0'-5" W-10" u a D 2'-0' 1'-6' 3'-11' 3'-0' RW3 WALLS 4'-0' OR LESS I 6'-0" 2'-9" 0'-6- 4'-6" 0'-6- 1'-0" 0'-10' 2'-3' 1'-8' 4'-7" 3'-9" 7'-0' 3'-7' 0'-11' 4'-8" 0'-7" V-2' 0'-10" 2'-8' V-10" 5'-e 4'-5' 8'-0' 4'-1" 1'-1' 4-6" 0'-9" V-e 1'-0' 3'-0' 2-0" 6'-0" 5'-2" 9'-0- 4'-8- V-3- 4'-6" 0'-10' 1'-6" 1'-0' 3'-5' 2'-2" 6'-9" 5'-10' 10-0" 5-1" 1-e 4'-6' 0'-11" 1'-8" V-2' 3'-9' 2'-5- 7'-5' 6'-7" MALL DESIGN CRITERIA PDiM ACINE PASSIVE FfiCIMIN SLOPE OF BEgU1C 91DPE TOP PE 90'f PPESSURE PRFSSIIRE $URLTVRIE Q. B B1 W/LL6 <4' WN15 >4' PPFSSUREf LE 1900pT 5.71dag 14 deg26 deg 35 dg 26 deg deg99.46 dg 0 pf US1 THIS SCHFOR 2 IRW3 1 TYPICAL WALL SECTION - 1V110H 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❑ULRSVARD RW3-1 FORT WORTH, TEXAS SCALE: 1/4"=1' r=- FALKOFSKE 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'-6". 4' TOP SOIL 4 1-8' CLAY \ CAP AND HAND COMPACTED ON SITE SOIL HAN➢RAIL IF REO`D \ - A BY OTHERS, RE; 5/RW1 ALSO (3)-#5 BARS X 6'-0" LONG EACH SIDE OF POST ALL STONE SHALL BE FULLY MORTARED TOGETHER TOP, BOTTOM, FRONT AND 1" BACK OF RETAINING WALL POINT ALL FACE \ STONE JOINTS FACE STONE PER OWNER DRILL AND GROUT \ #5 x H/3, LOCATION 3-6/RW3 \ 6 \ #5 MIN. EMBED = 5' 3' DIA. WEEP 1 HOLES @ 8-0. O.C. \ 3-6 RW3 ;o 12" TO 24" FILTER FABRIC AROUND DRAINAGE POCKET. III—III=III II Ill I 111 0� 3' DIA. WEEP HOLE ® 8'-0" O.(. GRAVEL OR CLEAN ROCK CHIP POCKET, 9" DEEP. DRAINAGE POCKET RW3 WALLS 4'-0' OR LESS RE, RE, I 3-6/RW3 3-6/RW3 T Structural Engineering Consultations 722 North Fielder Road, Arlington, Texas 76012 (817) 261-8300 —3 3 T G2, GRAVEL SRAX _ AS REO D _ SLOPE 4N, MAX �W -�I II �- 1 =1I1=1II-I 11=111171f 1 -1 11=1 11-1 1G- �I ICI I I=1 I=111=1 � 1 I IITI I I � l I I I-1 I I l l lI 11�1=1 FILTER 0 FABRIC ON TOP OF GRAVEL OR ROCK G3 RUPTURE SURFACE 1 / _ - BACKFACE MAY BE IRREGULAR. CONTINUOUS GRAVEL A1.42 OR ROCK, RE, RW1 NOTES S� HAN➢ TE➢ ON SITEE SOIL PROVIDE ALUMINUM ' LEAF GUARD _ OR GALVANIZED HARDWARE CLOTH .. AT END OF WEEP PIPE. CLOTH OPENINGS OF 1/4' TO 3/4' ARE ACCEPTABLE. WELL COMPACTED CLAY SOIL BELOW -111=III-III-III WEEP PIPE I I I III —I I III —I I �. III —I I _ 1 CONCRETE BOX CULVERT BY OTHERS GRAVEL I MASOM WALL SCHEDULE 1000 pVLBY' RL/0 GPIGRP (BdARINQ ON CONCRSIT 8L8 e! CNLVHIl BOZ f W'LL 6VIFli WPLL d1A1`FL H�GKf 90A TNptl1E55 (BO1f0Y) crop) DnP) H A T G7 G2 G3 5'-0' 0'-10- 2'-B- V-6- 3'-11- 3'-0- 6'-0- V-0- 3'-1' V-8- 4'-7- 3'-9- 7'-0' V-2- V-6- V-10' 5'-4- 4'-5- 8'-0- V-4- 3'-10- 2'-0' 6'-0- 5'-2' 9'-0' V-6' 4'-3- 2'-2- 6'-9- 5'-10' USE THIS SCHEDULE FOR 1/RW12 2 RETAINING WALL SECTION OVER BOX CULVERT ONLY RW3 PUND E E SLOPE SOILS ON THE TOP OF WALL 1V : 4H, ( 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' Structural Engineering Consultations FALKOFSKE 722 North Fielder Road, Arlington, Texas 76012 (817) 261-8300 18'� TYP. RONT FACE _ F) DOWELS LOCATION - PLAN - -- I I FRONT FAC,F I I I I I I I I IF I I I I -- rJ DOWELS LOCATION - PLAN r-a- Ili•, TYP. yFRONT FACE 4 DOWELS LOCATION - PLAN -�- WALLC❑ RETAINING WALLS, INC. 4800 S.E. LOOP 820 FORT WORTH, TEXAS 76140 I FRONT FAZE UA(:K I -Al DOWELS LOCATION - PLAN ENCAPSULATE REINFORCEMENT MR RR MORTAR TO PREVENT FUTURE CORROSION OF RUNT. PROVIDE - COVERAGE OF MORTAR AROUND MR REBAR COVER MASONRY RETAINING WALLS JOB NO. 432.20 DATE: 10-27-20 SHEET NORTH SIDE OFF NORTH TARRANT PARKWAY BY: MKN NEAR PARK VISTA B❑ULRSVARD RW3-3 FORT WORTH, TEXAS SCALE: 1/4"=1' BI A HANDRAIL IF REQ'BY OTHERS RE: 1/RW1 ALSO. TIGHTLY FITTED STONE NO MORTAR REQUIRED INDICATES ZONE WHERE STONE IS TO BE FULLY MORTARED TOGETHER TOP, BOTTOM, FRONT AND BACK. POINT ALL FACE STONE JOINTS FACE STONE PER OWNERS B 1 3" DIA. WEEP HOLE 0 8'-0" O.C. FINISHED GRADE SLOPE 1V:3H MAX. REFER TO CIVIL FOR FINAL GRADING. Structural Engineering Consultations 722 North Fielder Road, Arlington, Texas 76012 (817) 261-8300 �r �_� � RFflllll�ll'%��f1 —fit' A�f •sClllA�lA►c1f:., ALTERNATIVE FOOTING IF ROCK IS ENCOUNTERED DURING FOOTING EXCAVATION RE: B/RW4 FILTER FABRIC OVER END OF WEEP PIPE. COMPACTED SOIL BELOW WEEP PIPE. DRY STONE, NO MORTAR REQUIRED. SIZE VARIES FROM 4" TO 18" NOTE: IF UMESTONE IS ENCOUNTERED DURING BASE EXCAVATION, THE BASE DEPTH MAY BE REDUCED SUCH THAT THE BASE EXTENDS AT LEAST 12" INTO LIMESTONE B1_ L----------'--J T MASONRY WALL SCN6DULE 8600 Pq - BBIRfNC CAPACITY TABNBDm D BASE - m .8N8ft1L NOTES 888fT A") 'MAIL HENIHT HISE W1OlN TOE 845E OEPIN LgRTARED 845E OEPM DRY STONE TOTPL 845E B4TIFA NLLY THICKNESS DEPTH M Z�m OF WPI.L OWA41 GRAVEL IBDTfOM) ROE) OPA�41 CAPACITY H B B1 C C1 C2 A E T G1 G2 03 5'-0" 3'-0" 0'-9" 3'-6- 1'-6' 5'-0' 0'-10' N pfN1YED 2'-3" V-B" 3'-11" 3'-0" 8'-0' 3'-4" 0'-10" 4'-0' V-8" 5'-6" V-0' 0'-10" 2'-6" 1'-8" 4'-7" 3-9" 7'-0" 3'-10' 0'-11' 4'-8' V-9' 6'-3' V-2' 0'-10" 2'-11' V-10' 5'-4' 4'-5" I 2500 P.f 8'-0" 4'-4" V-1' S -0' 2'-0' 7'-0' 1'-4" 1'-0" 3'-3" 2 -0' 11-0' S -2" 9'-0" 5'-2' V-3' S -9' 2'-0' 7'-9" 1'-6" 1 -0' 3'-9' 2 -2- 8'-9' 5'-10" I 10'-0" 5'-5" V-4" a -3' 2'-3" 8'-6" 1 -8" 1 -2" 4'-1" 2 -5" 7 -5" 6 -7" I WALL DRS)CN CffiTiRL RETAIC. N. SLOPE TOP SLOPE BOT ADIM1E PPESSUAE PA R PPESAIRE FlRCOON M1DIE RISE $LOPE OF - OF - SORCIeAOE 1p 2500PSF 14 deg 18.4 deg 35 deg 26 deg 28 dag 99.48 deg 250 pef US THIS SCH ULE FOR 1,1RIN4 1 TYPICAL WALL SECTION - GLOBAL STABILITY BASE RW4 1V14H MAX SLOPE ABOVE WALLIII—III—III—III BEARING IN CLAYEY SOILS .'II=III=III—III—III= WALLC❑ RETAINING WALLS, INC, 4800 S.E. LOOP 820 FORT WORTH, TEXAS 76140 FULLY MORTARED FOOTING INTO LIMESTONE NOTES RETAINING WALLS SHALL IF �I�1�1�l 1�1 I�III�I 1� ROCKEXTNENCOUNTEREDI INSTONE. MORTARED PORTION OF FOOTING DEPTH, THE FOOTING SHALL BE I" MORTARED. IF ROCK ENCOUNTERED IN DRY STONE w i SECTION THEN EMBED MAY BE �` N DRY. WALL SECTION WITH MORTARED AND DRY STONE R 4 BASE IN LIMESTONE MASONRY RETAINING WALLS JOB NO. 432.20 DATE: 10-27-20 NORTH SIDE OFF NORTH TARRANT PARKWAY BY: MKN NEAR PARK VISTA B❑ULRSVARD FORT WORTH, TEXAS SCALE: 1/4"=1' Cl//YEY SOIL LIMESTONE UB• - 1'-W SHEET RW4-1 ra FALKOFSKE Structural Engineering Consultations 722 North Fielder Road, Arlington, Texas 76012 (817) 261-8300 HANDRAIL IF REQ'D -81- - A - - T - - G2 V I� BY OTHERS RE: 1/RW1 ALSO.I—III—III—III—III— \ —III—III—III—III—I—I—� � CA 1V 10" I I I —III I I I I I I I I I I I I II I I I I II I I I I I I I I I I I I I II I I I I II I I I I II I I I I III I �FfiVI-1-1-1 1=I 1l (I LAY C P AND CON SITE 1 J- 1— — T COIL. TIGHTLY FITTED STONE NO MORTAR REQUIRED--_ G3 BACK FACE MAY BE III IRREGULAR INDICATES ZONE WHERE STONE IS TO BE FULLY =III- MIRAFl 140N FILTER FABRIC AROUND MORTARED TOGETHER TOP, — - DRAINAGE ZONE, OR APPROVED BOTTOM, FRONT AND BACK. _ EQUAL. POINT ALL FACE III- COMPACTED, OR EXISTING STONE JOINTS =... ON SITE SOIL. FACE STONE PER OWNER FREE DRAINING GRAVEL �6 DRAINAGE ZONE, SEE RW1 FOR NOTES. REFER TO A/RW4 1 III= FOR DRAINAGE ZONE ON E E _ III—_ WALLS 4'-0" OR LESS IN HEIGHT. 3" DIA. WEEP HOLEI ® 8'-0" G.C. —III FINISHED GRADE III=1 0 SLOPE 1V:4H MAX. III— I y "ROVIDE FILTER FABRIC OVER PIPE REFER TO CIVIL �' N J FOR FINAL GRADING.. _—III ¢ 12" TO 24" FILTER FABRIC AROUND _Iff I —III— Ub �tI- 7 COMPACTED SOIL ' - DRAINAGE POCKET. —I —III—III—III— I- BELOW WEEP PIPE. I I 11=11 i III —III —III —I I —III—I I' �. III=III=III=11 III —II - -I—I—I III —III— 3 I I —I I I —I I I —I I —III— -- III —II ®B —Q O.C. CHIP CLEAN ROCK DEEP. — III—IIII. DRAINAGE POCKET J B G1 OK� 9„ II-1-1- I..1-1-1-1 1- III- RW4 WALLS 4'-0, OR LESS MASONRY WALL SCHEDULE 1500 14 - DBIRINC WACM (STIFF NA/9RIL NNDISTNRDRD S01M OD COIPILTdD IND TESTRD SODS SBS CENSRL: NOT85 SHSST RIf) WALL SASE TOE SASE 915E b1T1ER IA (Nw�ARAPACITY ED T1IGMNES$ GRAVEL CRWFL ORAVEL APACIT NEMamOEPM (TOQ OEPiH EEL) E OF WALL (BOTTOM) (TOP) C H B 31 C C1 A E T G1 G2 G3 1'-0" 1'-0" 1'-8" 0'-2' 0'-2" NORrInLo 1'-0" SEE A/RW4 SEE A/RW4 SEE A/RW4 2'-0" 1'-2" 0'-2" 2'-0' 0'-3" 0'-4" Nw iiRm 1'-0" SEE A/RW4 SEE A/RW4 SEE A/RW4I 3'-0" 1'-7" 0'-3" 3'-0" 0'-4' 0'-6" No m 1'-4" SEE A/RW4 SEE A/RW4 SEE A/RW4I 4'-0" 2'-3" 0'-4" 3'-6" 0'-5" 0'-8" SEE A/RW4 SEE 1500 pef I NO REB 1'-11" / A/RW4 SEE A/RW4I 5'-0" 2'-5" 0'-5" 4'-0' 0'-5" 0'-10" yprt— 2'-0" 1'-6" 3'-11" 3'-0" I 8'-0" 2'-9" 0'-6" 4'-0' 0'-6" 1'-0" 0'-10" 2'-3" 1 -8" 4'-7" 3'-9" I 7'-0" 3'-7" 0'-11" 4'-0' 0'-7" 1'-2" 0'-10" 2'-8" 1'-10" 5'-4" 4'-5" I e'-0" 4'-1" 1'-1" 4 -3" 0'-9" 1'-4" 1'-0" 3'-0" 2 -0' 6'-0" 5'-2" I 9'-0" 4'-8" 1'-3" 4'-3" 0'-10" 1'-6" 1'-0" 3'-5" 2'-2" 6'-9" 5'-10" I 10'-O" 5'-1" 1'-4" 4'-8" 0'-11" 1'-8" V-2" 3'-9" 2 -5" 7'-5" W-7" I 11'-0" 5`11" 1'-4" 4'-6" 1'-1" 1'-10" 1'-2" a-7" 2'-7" 8'-2" 7'-3" I 12'-0' 6'-6" 1'-5" 4'-8" 1'-2" 2'-0" 1'-4" 5'-1" 2'-9" 6'-10" 8'-0" I13.-0" 6'-10" 1'-6" 4-6" 1'-3" 2'-2" 1'-4" 5'-4" 2'-11" 9'-7" 8-8" I WILL DESIGN CR7TERL4 PASSPiE FPoC110N $LOPE OF BFNIING SLOPE TOP SLOPE 9DT PBESSU6E PIE.9SU6E SU"ad' Oa P P+ WILE <4' WALLS >4' PRESAI6E 1NGLE 9ISE BIDK OF WILL c I 1500pef 5.71 deg 14 deg 28 deg 35 de9 28 deg 17 deg 99.48 deg 0 Def Us' THIS SCHE) LE FOR 2164 2 TYPICAL WALL SECTION — 1V110H 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' r=- FALKOFSKE B1 A PROVIDE FORS\ FUTURE INSTALLATION N OF GUARDRAIL COORDINATE WITH GUARDRAIL CONTRACTOR FOR DEPTH OF SONOTUBE AND LOCATION. MINIMUM EMBEDMENT OF GUARDRAIL INTO WALL IS 3'-6". FULLY MORTAR AROUND REBAR AND SONOTUBE (3)—#5 BARS X 6'-0" LONG EACH SIDE OF POST. TIGHTLY FRTED STONE NO MORTAR REQUIRED INDICATES ZONE WHERE STONE IS TO BE FULLY MORTARED TOGETHER TOP, BOTTOM, FRONT AND BACK. POINT ALL FACE STONE JOINTS x 6 FACE STONE PER OWNER — 3' DIA. WEEP HOLE ® 8'-0" O.C. FINISHED GRADE SLOPE 1V:4H MAX. REFER TO CIVIL FOR FINAL GRADING. — Structural Engineering Consultations 722 North Fielder Road, Arlington, Texas 76012 (817) 261-8300 T G2 SCOPE 1SMA OD 1N'1 250 PSF FIRELANE SURCHARGE .1 111-- .......... 11=11T=ff) I I-1 YI=1I I —I I1=.�=1I1=1I1=1I1=1I I—_ _ � - J l—J l J III —III —III —III —III —III —I 4" TOP SOIL & 1'-8" CLAY CAP AND 1=1 1=1 1= —III—III—III—I 1=1—III—I bf C MPACTE ON SITE SOIL. G3 I- BACK FACE MAY BE IRREGULAR MIRAFI 140N FILTER FABRIC AROUND DRAINAGE ZONE, OR APPROVED EQUAL. III— COMPACTED, OR EXISTING y� \ ON SITE SOIL. a—I _ FREE DRAINING GRAVEL DRAINAGE ZONE, SEE RW1 " 0U, FOR NOTES. _ ` III— FILTER FABRIC OVER END =� OF WEEP PIPE. 1= 1`I Y/ �►'I-I I— 7 COMPACTED SOIL —III—III— — BELOW WEEP PIPE. ll_� IIf a3 B Tirl G1 12" TO 24" FILTER FABRIC AROUND DRAINAGE POCKET. *HOLE 3" DIA. WEEP ® 8'-0..GRAVEL OR CLEAN ROCK CHIP POCKET, 9" DEEP. A DRAINAGE POCKET RWS WALLS 4'-0' OR LESS MASONRY NALL SCHEDULE 1600 P / - BRARA'O WAO (SMY N1TTIRlI. UNDISMMRD SODS OR OOWPADTBD A fZSPLD 5 ME OYNBRIL Mrn SBPBP MY) WALL HEB H BIDE WORT B TOE B7 BISE BASE BATIFR THICKNESS DEPTH (TOE) DEIT1 (HEED WNEm OF IPIIl C C7 A E T CMVEL GmV GRAVEL (BORGMJ (top) G7 G2 G3 BEWNO V-0' 3'-7' 0'-7' 2'-6' 0'-8' 0'-2' M - 3'-0" SEE A/RW5 SEE A/RW5 SEE A/RW5 2'-0' 3'-7" 0'-7' 2'-6' 0'-8' 0'-4" M A m 3--0' SEE A/RW5 SEE A/RW5 SEE A/RW5I 3'-0' 3'-9" 0'-7' 2'-6" 0'-8" 0'-6" MLilm 3'-2" SEE A/RW5 SEE A/RW5 SEE A/RW5I V—O' 3'-11" 0'-7" 2'-6" 0'-9" 0'-8- M pf'pED 3'-4" SEE A/RW5 SEE A/RW5 SEE A/RW5I 1500 paf 5'-0' 3'-11' 0'-7' 2'-6' 0'-9' 0'-10' 3'-4' 1'-6' 3'-11' 3'-0" 6'-0' 4--1' 0'-9' 2 —6" 0'-9- V-0" 3'-4' 1'-8' 4'-7' 3'-9' 7'-0" 4'-6" 1'-0' R,�yy 2'-6" 0'-10" V-2" MpBIREp 3'-6" 1'-10" 5'-4" 4'-5' 8'-0' 4'-11" 1'-3" 2'-9" 0'-11" V-4' MmiaRm 3'-8" 2'-0' 6'-0' 5'-2' 9'-0' 5'-5' 1'-6" 3'-0" 1'-0" V-6' 3--11' )TALL DESIGN CRTTERA ACDVE 'E� 2'-2' 6'-9' 5'-10' BFiME10 Oa 15DOPSF SLOPE TOP B 0 deg SLOPE BOT B� 14 deg PRESSURE PRESSURE PA591VE FAICIMNI SLOPE Oi WILLS <4' Wu,<>{• PRESSURE II1GlE HtSE HIfJ( Di WALL 26 deg 35 eeg 28 eeq 17 eeg 99.48 deg US THIS SCH ULE FOR 1 RW5 $WCIVRfE c 250 paf 1 TYPICAL WALL SECTION - FIRELANE SURCHARGE RWS BEARING IN CLAYEY SOILS JOB NO. 432.20 WALLC❑ RETAINING MASONRY RETAINING WALLS 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' ra FAI KenKE B1 A T HANDRAIL IF REO'D - -- -- BY OTHERS RE: 1/RW1 ALSO. 5`OPE P6 'EpO TIGHTLY FITTED STONE NO MORTAR REQUIRED INDICATES ZONE WHERE STONE IS TO BE FULLY MORTARED TOGETHER TOP, BOTTOM, FRONT AND BACK. - POINT ALL FACE STONE JOINTS 0 FACE STONE PER OWNER � 8 1 3" DIA. WEEP HOLE ® 8'-0" O.C. FINISHED GRADE SLOPE 1V:BH MAX. REFER TO CIVIL FOR FINAL GRADING. - I I I=1 11=1 11=1 I I=1 11=1 11=1 11=1 11=1 I I-11 I B Structural Engineering Consultations 722 North Fielder Road, Arlington, Texas 76012 (817) 261-8300 G2 i �..zz 1 4" TOP SOIL & 1'-8" CLAY CAP AND COMPACTED ON SITE SOIL. BACK FACE MAY BE IRREGULAR FILTER FABRIC AROUND DRAINAGE ZONE. COMPACTED, OR EXISTING ON SITE SOIL. FREE DRAINING GRAVEL DRAINAGE ZONE, SEE RWI FOR NOTES. "ROVIDE FILTER FABRIC OVER PIPE ±III�I1 -I V) �- Ld _ J COMPACTED SOIL Of BELOW WEEP PIPE. O III —I I IT 12" TO 24" FILTER III-1 -*GRAVEL DRAINAGE�POCKRIC ET AROUND G1 —I 11-111=1 I I - - - iIII III= I I� o�� N 3" DIA. WEEP HOLE ® 8'-0" O.C. GRAVEL OR CLEAN ROCK CHIP POCKET, 9" DEEP. DRAINAGE POCKET RWS WALLS 4'-0' OR LESS MASONRY MALL SCHEDULE 1500 MP C BBA D CAPACITY (STIFF NATURAL UNDISTURBED AVI OR CDYPACTRD AND 18STRD S02S SBd CRNRRAL NOTRs SNNRT RM1J WALL IEWM H 814E WIORI B TOE B1 BASE BASE BATTER iHICKNESS GMYEL RAVEL GRAVEL OFPIN (TOE) OEPM (IEEE) MOR(NARED Oi WALL (BOTTOH) GROPj C C1 A E T (;IG2 G3 GABEpMA1GNfCy 1'-0" 0'-0" 0'-6" 0'-2" 0'-2" NGRRib6 1'-0" SEE A/RW5 SEE A/RWS SEE A/RW5 1 2'-0' 1'-3" 0'-2" 0'-9" 0'-3" 0'-4" uaRrnB 1'-1' SEE A/RW5 SEE A/RW5 SEE A/RW51 1 3'-0' 1'-9" 0'-3" 1'-3" 0'-4' 0'-6" GrscLLwTEB 1'-6' SEE A/RW5 SEE A/RW5 SEE A/RW51 1500 Pef 1 4'-0' 2'-7" 0'-4' 1'-6' 0'-6' 0'-8" MOAk, 2'-3" SEE A/RW5 SEE A/RW5 SEE A/RW51 1 5'-0' 2'-B' 0'-5" 2'-3" 0'-6' 0'-10' 2'-3' 1'-6' 3'-11" 3'-0" 1 1 6'-0' 1 2'-9" 0'-6' 2'-9' 0'-6' 1'-0' 0'-10' 2'-3" 1 -B" 4'-7" 3'-9" 1 MALL DESIGN CRITERIA BFNtlNG w �1-- 0 SIDPE BOT OI '� PRE. RE WALLS 14' PREBBURE WA15 14' PPSSME PIt!'M P FIeC'IION /MOTE . SIDPE OF fl4]( ➢F WALL e 911RCIIAROE 9 1 1500pef 4.04 deg 7.13 deg 26 deg 35 dag 26 deg 17 dag 99.46 deg 0 I'd USE THIS SCH ULE FOR 2 RW5 2 TYPICAL WALL SECTION RWS 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"=1' P FALKOFSKE 9L _ A T HANDRAIL IF REQ'D BY OTHERSLOPE AS REQ'I RE: 1 S /RW1 ALSO. c:Ar 1V:4H, MAX. II IIII 111-1t1-�T, TIGHTLY FITTED STONE NO MORTAR REQUIRED INDICATES ZONE WHERE STONE IS TO BE FULLY MORTARED TOGETHER TOP, BOTTOM, FRONT AND BACK. POINT ALL FACE STONE JOINTS x 6 FACE STONE PER OWNER - 1 3' DIA. WEEP HOLE ® 8'-0" O.C. FINISHED GRADE SLOPE 1V:4H MAX. REFER TO CIVIL FOR FINAL GRADING. L IMI11=1 11=1 11=1 I I�_ I I I IiI I I I liI I I I IiII I I IiII I I I�L. �--, a U� 0 0 .F U}N K B2, A ----_ J B1 T I B Structural Engineering Consultations 722 North Fielder Road, Arlington, Texas 76012 (817) 261-8300 G2 2 STORY i LM BUILDING RIIMHN - 2S0 pp F BUILDING NUNDATIRI BY OTTERS III IIIII�IIIIIIIII111111 :. III —III —III —I — 4" TOP SOIL & 1'-8" —I 11=1 I —I 11=1 I CLAY CAP AND - - - [-- COMPACTED ON SITE -I SOIL. BACK FACE MAY BE IRREGULAR - FILTER FABRIC AROUND DRAINAGE ZONE. III ---COMPACTED,OR EXISTING ON SITE SOIL. II -I FREE DRAINING GRAVEL DRAINAGE ZONE, SEE RW1 I- .s FOR NOTES. FILTER FABRIC OVER END OF WEEP PIPE. COMPACTED SOIL BELOW WEEP PIPE. ALTERNATIVE FOOTING IF ROCK IS ENCOUNTERED DURING FOOTING EXCAVATION RE: B/RW6 DRY STONE, NO MORTAR REQUIRED. SIZE VARIES FROM 4" TO 18" NOTE: IF LIMESTONE IS ENCOUNTERED DURING BASE EXCAVATION, THE BASE DEPTH MAY BE REDUCED SUCH THAT THE BASE EXTENDS AT LEAST 12' INTO LIMESTONE NOTE: RETAINING WALLS SHALL d` EXTEND 12' INTO LIMESTONE. IF I �z ROCK ENCOUNTERED IN MORTARED PORTION OF FOOTING Lamm. DEPTH, THE FOOTING SHALL DE \ MORTARED. IF ROCK M'w m ENCOUNTERED IN DRY STONE �^ , SECTION THEN EMBED MAY BE \ DRY. UMESTOt• B WALL SECTION WITH MORTARED AND DRY STONE RW6 BASE IN LIMESTONE MASONRY MALL SCHEDULE UMyej - DBIRTNC CIPICMY (RRMRDMPRD DASR - sRR ORNRAAL NOtRD axiiw Alt) WALL BASE NBDXf WIOM H B TOE B1 BASE OEPTN MORTIRFD C BASE DETTI — — BATTER NLY 11ACIQF� DRMhl DRAYFl CMLWFL DRY STONE DEPTH MO oMEO OF WILL (BOTTOM) (TOP) NF C1 C2 A T G1 G2 G3 CAPACITY 13--0' 7'-10' V-6' 4'-0' E 2'-0' 6'-0' 2'-2' MORT D 5'-3' 2'-11' 9'-7' 14'-0' 8'-5" V-7' 5'-0' 2'-0' 7'-0" 2'-4' per5,-7- 3,-1' 10'-3• 9,-5• 2500 pef 15'-0' 9'-0" 1'-8' 6'-0" 2'-0" B'-0' 2'-8" MDmm 8-0' 3'-3" 11-0" 10'-1" I 9'-6" gL'' 11'-8' 10-10'16'-0' 1-9' 6'-3' 2'-3" 8'-6' 2'-8" -5I MALL DESIGN CRITERIA BFMING Oo 9LDPE lOP P sL➢PE BOT R+ ''� PNESSIIRE P/SSIME PNFSSURE FRICTION ANGLE 8�9E BACK SrOF WALL SURCIWMiE 250OPSF 14 deg 14 deg 35 deg 26 deg 26 deg 99.4E deg 0 peT US THIS SCH ULE FOR I RW6 1 TYPICAL WALL SECTION - GLOBAL STABILITY BASE RW6 1V14H MAX SLOPE ABOVE WALL BEARING IN CLAYEY SOILS JOB NO. 432.20 WALLC❑ RETAINING MASONRY RETAINING WALLS WALLS, INC, DATE: 10-27-20 4900 S.E. LOOP 920 NORTH SIDE FORT WORTH, TEXAS OFF NORTH TARRANT PARKWAY BY: MKN 76140 NEAR PARK VISTA B❑ULRSVARD FORT WORTH, TEXAS SCALE: 1/4"=1' CLAYEY SOIL SHEET RW6