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HomeMy WebLinkAboutContract 60283Date Received: 10/16/2023 Permit No.: SWFMA-23-0039 Time Received: 1:16 p.m. City Secretary No.: 60283 STORMWATER FACILITY MAINTENANCE AGREEMENT THIS AGREEMENT, made and entered into this 17th day of October 2023 , by and between Concrete Batching Solutions, LLC, hereinafter referred to as "Landowner", and the City of Fort Worth, hereinafter referred to as "City". WITNESSETH WHEREAS, the Landowner is the owner of certain real property described as a tract of land situated in the David Odum Survey, Abstract No. 1184, Tarrant County, Texas according to the deed recorded Document No. D222015557. Deed Records, Tarrant County, Texas, 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 Blue Mound Concrete Batch Plant, 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 management of storm water within the confines 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 on -site Stormwater Management Facilities be constructed and maintained on a portion of the Property; and WHEREAS, the City requires that on -site Stormwater Management Facilities ("Facility") as shown on the Plan be constructed and adequately maintained by the Landowner, its successors and assigns, the location and dimensions of which is shown and STORMWATER FACILITY MAINTENANCE AGREEMENT Rev. 03/01/2022 BN OFFICIAL RECORD CITY SECRETARY FT. WORTH, TX 1 more particularly described by metes and bounds in 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 Stormwater Management 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 and with the Operations and Maintenance Plan attached to this Agreement as Exhibit "C". The Stormwater Facility includes all pipes, channels or other conveyances built to convey Stormwater to the facility, as well as all structures, improvements, and vegetation provided to control the quantity and quality of the Stormwater. Adequate maintenance is herein defined as good working condition so that these facilities are performing their design functions. The Stormwater Structural Control Maintenance Checklists, attached to this Agreement as Exhibit "D", are to be used to establish what good working condition is acceptable to the City. 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, berms, outlet structure, pond areas, access roads, etc. Components of the Facility, which need 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 STORMWATER FACILITY MAINTENANCE AGREEMENT 2 Rev. 03/01/2022 BN 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 as specified herein, 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 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 STORMWATER FACILITY MAINTENANCE AGREEMENT 3 Rev. 03/01/2022 BN EMPLOYEES FROM AND AGAINST ALL COSTS, EXPENSES, LOSSES, DAMAGES, CLAIMS OR CAUSES OF ACTION WHATSOEVER ARISING, OR WHICH MIGHT ARISE, FROM THE FAILURE OF LANDOWNER OR ANY FUTURE OWNERS OF THE ABOVE FACILITITY PROPERTY TO MAINTAIN THE FACILITY, INCLUDING, BUT NOT LIMITED TO THE BED AND BANKS OF THE DETENTION POND; ANY DAMAGES CAUSED TO PERSON OR PROPERTY DUE TO (1) FLOODING OF THE POND AND ITS BANKS, (2) SLOPE FAILURE OF THE BANKS OF THE POND, OR (3) FAILURE OF THE POND OR ITS BANKS TO OPERATE IN A MANNER CONSISTENT WITH CITY OF FORT WORTH CRITERIA TO PERFORM ANY OTHER DUTIES OR OBLIGATIONS HEREUNDER. 7. Landowner covenants and agrees that no habitable building shall be erected within the boundaries of the Property in which the Facility is located as outlined on Exhibit "A" but this paragraph shall not preclude construction of other improvements within the boundaries of the Property in which the Facility is located, which do not impede drainage. Landowner covenants and agrees that no habitable building shall be erected on the above property abutting such boundaries of the Property in which is Facility is located, which shall have a finished floor at an elevation less than two feet above the maximum depth of water in the detention pond which would occur during a 100-year frequency flood. 8. This Agreement shall be recorded among the land records of Tarrant County, Texas, 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 owner's association. STORMWATER FACILITY MAINTENANCE AGREEMENT 4 Rev. 03/01/2022 BN Executed this 17th day of October CITY OF FORT WORTH Dam r ahioAF Dana Burghdoff (Oct 1 . 2023 09:5'2 CDT) Dana Burghdoff Assistant City Manager City of Fort Worth Date: Oct 16, 2023 Approved as to Form and Legality: Thomas Royce Hansen, Assistant City Attorney II City Attorney's Office Date: Oct 12, 2023 4d444pn poi FORT�7d ATTEST: oa x Jannette S. Goodall City Secretary Date: Oct 16, 2023 2023 LANDOWNER Concrete Batching Solutions, LLC, a Texas li liability com any 71 XJared Carter Its: Managing Member Date: IV /1 ( l) 3 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. -bn Rebecca Diane Owen (Oct 12, 2023 08:24 CDT) Rebecca Owen Planning Manager Date: Oct 12, 2023 OFFICIAL RECORD CITY SECRETARY FT. WORTH, TX STORMWATER FACILITY MAINTENANCE AGREEMENT 5 Rev. 03/0112022 BN STATE OF TEXAS § COUNTY OF TARRANT § This instrument was acknowledged before me on October 16th, 2023 by Dana Burghdoff, Assistant City Manager of the City of Fort Worth, on behalf of the City of Fort Worth. Y PL6 BROOKE BONNELL Notary Public STATE OF TEXAS 9525 WK1F 1 P/ My Notary Comm Exp. Oct. t. 11, 2026 .............. LANDOWNER STATE OF 7? Va 5- COUNTY OF —[Ctrr w^ I- Brooke Bonnell Digitally signed by Brooke Bonnell Date: 2023.10.16 10:09:22-05'00' Notary Public, State of Texas 0 BEFORE ME, the undersigned authority, a Notary Public in and for the State of —TP�Ct S , on this day personally appeared �Urn� ���✓- (name), f\/-)Gcln u I. \ • j(�✓1Q,, n V\-e- r" (title), known to me to be the person whose name iAubsclrlbed 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 �,rQlkpr a1,,,};�N sI LLI"(entity), a L L L (entity pe) and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this day of 20_,23. � HEATHER DANIELLE TAYLOR Notary Pub 1c, State of TeKc<_ t Notary Public. State of Texas Comm. Expires 08-31-2025 Notary ID 11500422 STORMWATER FACILITY MAINTENANCE AGREEMENT 6 Rev. 03/01/2022 BN EXHIBIT "A" INSERT LEGAL DESCRIPTION STORMWATER FACILITY MAINTENANCE AGREEMENT Rev. 03/01/2022 BN EXHIBIT A 141,605 SQUARE FEET OR 3.251 ACRES LOT 1, BLOCK A BIG TOWN CONCRETE ADDITION DAVID ODUM SURVEY, ABSTRACT NO. 1184 JOHN HIBBINS SURVEY, ABSTRACT NO. 638 CITY OF FORT WORTH, TARRANT COUNTY, TEXAS BEING a tract of land in the David Odum Survey, Abstract No. 1184 and John Hibbins Survey, Abstract No. 638, Tarrant County, Texas and being part of Block 33 of MARK IV BUSINESS PARK, an Addition to the City of Fort Worth, recorded in Volume 388-10, Page 42 of the Plat Records of said county, and being the remainder of the tract of land described in a Warranty Deed to Loop 820/156 Join Venture, recorded in Volume 7945, Page 2195 of the Deed Records of said county, and said 3.251 acre tract of land is more particularly described by metes and bounds as follows: BEGINNING at an "X" cut in concrete found for the southwest corner of Lot 1A, Block 33 of MARK IV BUSINESS PARK, an Addition to the City of Fort Worth, recorded in Cabinet A, Page 5519 of said Plat Records and in the east line of a of Lot 1, Block 33 of MARK IV BUSINESS PARK, and Addition to the City of Fort Worth, recorded in Volume 388-195, Page 66 of said Plat records, for the northwest corner herein described, from which a 1/2 inch iron rebar with cap stamped "Dunaway" found for the northeast corner of said Lot 1, Block 33 and an inner corner of said Lot 1A, Block 33 bears North 01'19'57" West, a distance of 32.51 feet; THENCE North 88°55'02" East, with the south line of said Lot 1A, Block 33, a distance of 464.63 feet to the southeast corner of said Lot 1A, and in the west line of Lot 4, Block 33 of MARK IV BUSINESS PARK, and Addition to the City of Fort Worth, recorded in Cabinet B, Page 814 of said Plat Records, for the northeast corner herein described; from which a 1/2 inch iron rebar with cap stamped "Dunaway" found for the northeast corner of said Lot 1A, Block 33 and the northwest corner of said Lot 4, Block 33 bears North 14°20'35" East, a distance of 166.11 feet; THENCE South 14'20'35" West, with the west line of said Lot 4, Block 33 and the west line of a called 2.410 acre tract of land described in a Warranty Deed to Bruckner Truck Sales, Inc., recorded in Volume 1298, Page 83 of said Deed Records, a distance of 269.28 feet to the northeast corner of Lot A1A2A-1, Block 33 of MARK IV BUSINESS PARK, and Addition to the City of Fort Worth, recorded in Cabinet B, Page 1960 of said Plat Records, and for the southeast corner herein described, from which a 1/2 iron rebar with cap stamped "Fisher 3942" found for the southeast corner of said Lot A1A2A-1, Block 33 bears South 14'20'35" West, a distance of 536.43 feet; THENCE South 86'05'58" West, with the north line of said Lot A1A2A-1, Block 33, passing at a distance of 399.72 feet, a 1/2 inch iron rebar found for the northwest corner of said Lot A1A2A-1, Block 33 and the northeast corner of a called 1.0 acre tract of land described in a Special Warranty Deed to Blue Mound Hospitality, Ltd., recorded in Volume 15273, Page 93 of said Deed Records, continuing along the north line of said 1.0 acre tract, in all a total distance of 683.90 feet to the northwest corner of said 1.0 acre tract and in the east right-of-way line of Blue Mound Road, a variable width public right-of-way, and for the southwest corner herein described, from which a 1-1/2 inch iron pipe found bears South 86'06' West of said corner, also from which a 1/2 inch iron rebar found in concrete for a west corner of said 1.0 acre tract and in said east right-of-way line bears South 05°42'59" West, a distance of 66.13 feet; THENCE North 05°42'59" East, with said east right-of-way line, a distance of 100.94 feet to the southwest corner of Lot 5, Block 33 of MARK IV BUSINESS PARK, and Addition to the City of Fort Worth, recorded in Cabinet A, Page 5362 of said Plat Records, for the most northern southwest corner herein described, from which a T-Post found bears South 10°24' East, a distance of 2.3 feet from said corner, also from which a 3/8 inch iron rebar found for the northwest corner of said Lot 5, Block 33 and the southwest corner of said Lot 1, Block 33 bears North 05'42'59" East, a distance of 100.77 feet; THENCE North 88°40'03" East, with the south line of said Lot 5, Block 33, a distance of 278.96 feet to a 1/2 inch iron rebar with cap stamped "Huitt Zollars" found for the southeast corner of said Lot 5, Block 33; (D THENCE North 01'19'57" West, with the east line of said Lot 5, Block 33 and said east Lot 1, Block 33, a distance of 191.75 feet to the POINT o OF BEGINNING and containing 3.251 acres (141,605 square feet) of land. STATE OF TEXAS COUNTY OF TARRANT w J xs 1 hereby certify that this survey substantially compiles with the OF Q current Texas Society of Professional Surveyors Manual of Practice CE.... •T . T� NOTE: a Requirements for a Category 1A, Condition 3, TSPS Standard Land `P eRf9 Bearings, coordinates and distances are based w Survey and was conducted on the ground in December 2021 and is CO. o.N on U.S. State Plane NAD 1983 Coordinates, w true and correct to the best of my knowledge.................................Texas North Central Zone (4202). W ANTHONY R. CROWLEY ............................. z Original signed and stamped in preen ink. 6484 P ;'� This survey was prepared without the benefit O 9 ' • 0 o?:' O of a title commitment. There may be May 15, 2023 E s s '' •.... Z � n`'r y � S U R��, easements of record that are not shown. 0 ANT NY Y O L Y R.P.L.S. N 4 4 DATE H PROJECT: BIG TOWN CONCRETE Fn LEGAL DESCRIPTION OF LOT 1, BLOCK ANTHONY RAY CROWLEY R.P.L.S. NO. 6484 4 PROJECT AFE: BIG TOWN CONCRETE ADDITION, BEING CROWLEY SURVEYING TRACT NO.: 3.251 ACRES. PART OF BLOCK 33, MARK IV FRN:10046500 LOCATION: FORT WORTH, TX BUSINESS PARK, IN THE DAVID ODUM 4251 FM 2181, #230-484 CROWLEY DRAWN BY: CDM SURVEY, ABSTRACT NUMBER 1184 AND IN CORINTH, TX. 76210 SURVEYIN THE JOHN HIBBINS SURVEY, ABSTRACT (469) 850-CPLS(2757) 50 REVISION: NUMBER 638, TARRANT COUNTY, TEXAS PAGE NO.: 1 OF 2 acrowley@crowleysurveying.com NOTES 1. Bearings, coordinates and distances are based on U.S. State Plane NAD 1983 Coordinates, Texas North Central Zone (4202). 2. This survey was prepared with a title commitment provided by First American Title Insurance Company, GF No. 1003-348709-RTT, issued September 27, 2021 with an effective date of September 7, 2021. 0 3. The easements recorded in Vol. 605, Pg. 541 (partial release in Vol. 4188, Page 226), Vol. 4551, Pg. 744, Vol. 4556, Pg. 220, Vol. 8495, Pg. 2196, Vol. 8495, Pg. 1503, Vol. 9431, Pg. 593 do not affect the subject property. 4. No zoning report was provided at the time of the survey. 5. Only readily visible and apparent above ground Improvements were located. Ilse 11 ' 9�S 638 TSPS LAND TITLE SURVEY 1/2" CIRF /-"DUNAWAY" LOT 1A, BLOCK 33 MARK IV BUSINESS PARK 120 N 01 °'19'57" W CAB. A, PG. 5519 1/2" CIRF "DUNAWAY" 1/2" CIRF "DUNAWAY" 32.51 ■ I 1 I -N 88°55'02" E 464.63' P.O.B. NORTHING: ,of 6990777.4149 EASTING'� 2324197.0889 'X" CUT INCn 15' SANITARY SEWER ESMT. r\ 61 CONCRETE VOL. 12744, PG. 358 I ; LOT 1, BLOCK 33 FOUND -� VOL. 12874, PG. 446 I 1 MARK IV BUSINESS PARK VOL. 388-195, PG. 66 �� 1y0 P.R.T.CT- 3.251 ACRES �C'� I o 141,605 SQUARE FEET 3/8" IRF \ b < / LOT 1, BLOCK A \ /'--•60' o I S 5 N -4- SCALE: 1" = 60' 60 o Z BETE AD ITION \ BIG TOWN CONCRETE I /W 75°4933„� 7r I BEING PAR \ I W LOT 5, BLOCK 33 I I MARK IV BUSINESS PARK o j iv O MARK IV BUSINESS PARK 111��1 VOL. 388-100, PG. 42 ^ o �/�/ Cn TPOST FOUND CAB, A, PG. 5362 I I P.R.T.C.T. FFE: 684' 11 II /2 L2 j Co 7 I BRS. S 10°24 E / -�� 2.3' FROM /r / CORNER P.R T.C.T. � I I ` ' I \ I I I I I / \</ 3�5' 3� / Z f N 88°40'03" E 278.96' _ \ I MENT a.T aian \ - `i12 CIRF II CALLED 2 .410 ACRE S HUIT-r BRUCKNER TRUCK SALES INC.I (ZQLLAR$" 34 G ^/49-VOL. 1298, PG. 83 _86O52' ED.R.T.C.T.N 3°54'02" Wr 105.00' I®J FFE. 684' o o i � 29.00 \ 105.0_0' Lsss_os'89_w L----L,< I1 __ ((-� ____1-_-__ l Z SURVEY \\ \\ \ L�--- S86°38'42" \ \ I 1 LINE 1 \ \ I \ I \ \ 1 S 86-05'58" W 683.90' \ PASSING LOT Al A2A-1, BLOCK 33 1/2" CIRF _ _ \ \ MARK IV BUSINESS PARK "FISHER 3942" 1 1/2" IPF BRS. _ _ \ \ \ AT 399.72' S 86° 06' W 1.1' \ - _ _ �.� \ 1/2" IRF CA P,R.T .T 960 LINE C# FROM CORNER / r _ I \ ) / \ FFE: 684' 1 L1 S 05°42'59" W CALLED 1.0 ACRES 1/2" IRF IN 66.13' BLUE MOUND HOSPITALITY, LTD. CONCRETE ' VOL.15273,PG. 93 D.R.D.C.T. D.R.D.T. I m PROJECT. 5330 BLUE MOUND ROAD PLAT SHOWING PORTION OF BLOCK 33, ANTHONY RAY CROWLEY R.P.L.S. NO. 6484 m PROJECT AFEMARK IV BUSINESS PARK, RECORDED IN CROWLEY SURVEYING TRACT NO.: VOLUME 388-100, PAGE 42 OF THE PLAT FRN:100465-00 n RECORDS OF TARRANT COUNTY, TEXAS. LOCATION: FORT WORTH, TEXAS 4521 FM 2181, #230-484 CROWLEY �- DRAWN BY: LJG CORINTH, TX. 76210 SURVEYIN D2 REVISION' (469) 850-CPLS(2757) g PAGE NO.: 2 OF 2 acrowley@crowleysurveying.com LEGEND O = FOUND (AS NOTED) -NOT FOUND OR SET = WOOD FENCE = 8' ELECTRIFIED SECURITY FENCE LINE OVERHEAD UTILITY LINE ---- =EASEMENT LINE = PROPERTY LINE = SIGN ® = UTILITY POLE ® = LIGHT POLE ® = SANITARY SEWER MANHOLE = WATER VALVE = FIRE HYDRANT ® = CAN VAULT • = BOLLARD P.R.T.C.T. = PLAT RECORDS, TARRANT COUNTY, TEXAS D.R.T.C.T. = DEED RECORDS, TARRANT COUNTY TEXAS LINE TABLE BEARING DISTANCE 514'20'18"W 43.27' L2 N77'48'54"W 11.01' L3 S03'54'02"E 30.00' STATE OF TEXAS 1/2" CIRF COUNTY OF TARRANT "FISHER 3942" 1 hereby certify to Concrete Belching Solutions, Loop 8201156 Joint �F.,• Venture, and First American Title Insurance Company that this survey •(E . F substantially compiles with the current Texas Society of Professional Surveyors Manual of Practice Requirements fora Category 1A, Condition A. 3, TSPS Standard Land Survey and was conducted on the ground in •••• •••••••••••........... :•••• DECEMBER 2021 and is true and correct to the best of my knowledge. •ANTHONY R. CROWLEY ..� ... �.. 64i Original signed and stamped in een ink. 9 May 15, 2023 ANT ONY R Y RO L Y R.P.L.S. N. 4 4 DATE EXHIBIT A - METES & BOUNDS STORMWATER FACITLITY MAINTENANCE AGREEMENT 10,878.40 SQUARE FEET OR 0.250 ACRES PART OF LOT 1, BLOCK A BIG TOWN CONCRETE ADDITION DAVID ODUM SURVEY, ABSTRACT NO. 1184 CITY OF FORT WORTH, TARRANT COUNTY, TEXAS BEING a 0.250 acre tract of land in the David Odum Survey, Abstract No. 1184, Tarrant County, Texas and being part of Lot 1, Block A of Big Town Concrete Addition, an Addition to the City of Forth Worth, recorded in Document Number FS-22-295, Official Public Records of said county, and being part of the remainder of the tract of land described in a Warranty Deed to Loop 820/156 Join Venture, recorded in Volume 7945, Page 2195 of the Deed Records of said county, and said 0.250 acre tract of land is more particularly described by metes and bounds as follows: COMMENCING at a 1/2 inch iron rebar with cap stamped "Fisher 3942" found for the southeast corner of Lot A1A2131, Block 33 of Mark IV Business Park, an Addition to the City of Forth Worth, recorded in Volume 12847, Page 173 of the Deed Records of said county; THENCE North 14'20'35" East, a distance of 536.43 feet to the southeast corner of said Lot 1, Block A, and the northeast corner of said Lot A1A2B1; THENCE North 49'46'43" West, a distance of 17.23 feet to the POINT OF BEGINNING of the tract of land described herein; THENCE South 86'04'51" West, a distance of 115.18 feet to the southwest corner of the tract of land described herein; THENCE North 03'55'09" West, a distance of 28.00 feet to the southern most northwest corner of the tract of land described herein; THENCE North 86'04'51" East, a distance of 62.96 feet to a point for corner; THENCE North 50'05'38" East, a distance of 29.23 feet to a point for corner; THENCE North 14'06'24" East, a distance of 89.62 feet to a point for corner; THENCE South 75'53'36" East, a distance of 19.60 feet to a point for corner; THENCE North 14'19'11" East, a distance of 55.88 feet to a point for corner; THENCE North 00'01'06" West, a distance of 38.47 feet to a point for corner; THENCE South 88'53'44" West, a distance of 47.11 feet to a point for corner; THENCE South 01'07'23" East, a distance of 48.58 feet to a point for corner; THENCE South 88'52'37" West, a distance of 14.49 feet to a point for corner; THENCE North 01'07'07" West, a distance of 63.09 feet to a point for corner; THENCE North 88'52'50" East, a distance of 76.38 feet to a point for corner; THENCE South 00'01'07" East, a distance of 53.74 feet to a point for corner; THENCE South 14'19'11" West, a distance of 58.95 feet to a point for corner; THENCE South 75'53'36" East, a distance of 7.83 feet to to a point for corner; THENCE South 14'19'11" West, a distance of 123.75 feet to the POINT OF BEGINNING and containing 0.250 acres (10,878.40 square feet) of land. STATE OF TEXAS COUNTY OF TARRANT a I hereby certify that this survey was conducted on the ground in OF E•,,,..., % NOTE: Z) December 2021 and is true and correct to the best of my knowledge. C F m <PG s r.FRy Bearings, coordinates and distances are based oM Original signed and stamped in green ink. CO o •;tP on U.S. State Plane NAD 1983 Coordinates, r, ••••••••••••••••••••••••.•••• Texas North Central Zone (4202). ANTHONY R. CROWLEY This survey was prepared without the benefit '• 6484 P ;Y p p -7 °F e s s °"'�O of a title commitment. There may be Z June 23, 2023 ti easements of record that are not shown. p •••........��. m ANTHONYNb=RO Y R.P.L.S. NO. 484 DATE S U R N PROJECT: BIG TOWN CONCRETE LEGAL DESCRIPTION OF A STORMWATER ANTHONY RAY CROWLEY R.P.L.S. NO. 6484 PROJECT AFE: FACILITY MAINTENANCE AGREEMENT, w TRACT NO.: BEING IN PART OF LOT 1, BLOCK A, BIG CROWLEY SURVEYING o FRN:10046500 0 LOCATION: FORT WORTH, TX TOWN CONCRETE ADDITION, IN THE 4251 FM 2181, #230-484 CROWLEY � DRAWN BY: CDM DAVID ODUM SURVEY, ABSTRACT CORINTH, TX. 76210 to SURVEYING Q REVISION: NUMBER 1184, TARRANT COUNTY, TEXAS (469) 850-CPLS(2757) 2 PAGE NO.: 1 OF 2 acrowley@crowleysurveying.com EXHIBIT A - METES & BOUNDS LEGEND p = FOUND (AS NOTED) N = NOT FOUND OR SET — — — — = EASEMENT LINE = PROPERTY LINE P.R.T.C.T. = PLAT RECORDS, TARRANT COUNTY, TEXAS D.R.T.C.T. = DEED RECORDS, TARRANT SCALE: 1" = 60' COUNTY TEXAS 0 60' LINE TABLE LINE # BEARING DISTANCE L1 S86.04'51 "W 115.18' L2 NO3.55'09"W 28.00' L3 N86.04'51"E 62.96' L4 N50.05'38"E 29.23' L5 N14.06'24"E 89.62' L6 S75.53'36"E 19.60' L7 N14.19'11"E 55.88' L8 N00.01'06"W 38.47' L9 S88.53'44"W 47.11' L10 S01.07'23"E 48.58' 1-11 S88.52'37"W 14.49' L12 N01.07'07"W 63.09' L13 N88.52'50"E 76.38' L14 S00.01'07"E 53.74' L15 S14.19'11 "W 58.95' L16 S75.53'36"E 7.83' L17 S14.19'11 "W 123.75' EXHIBIT "B" STORMWATER FACILITY MAINTENANCE AGREEMENT 7,691.33 SQUARE FEET OR 0.177 ACRES PART OF LOT 1, BLOCK A BIG TOWN CONCRETE ADDITION DAVID ODUM SURVEY, ABSTRACT NO. 1184 CITY OF FORT WORTH, TARRANT COUNTY, TEXAS 120' LOOP 820/156 JOINT VENTURE LOT 1, BLOCK A BIG TOWN CONCRETE ADDITION DOC. # FS-22-295 O.P.R.T.C.T. FFE: 684' STORMWATER FACILIT AINTENANCE AGREEMENT 10,878.40 SQ.FT 0.250 ACRE L13 1 fi L9 N I J D ENTION POND o ��ACCESS RAMP Y L11 Ls 16 h/ J / J L3/ P.O.B._ N N12°42'37"E-544.17' FROM P.O.C. �Il L1 0 w LOT A1A2A-1, BLOCK 33 a MARK IV BUSINESS PARK y CAB. B, PG. 1960 P.O.C. P.R.T.C.T. 1/2" CIRF "FISHER 3942" 2 STATE OF TEXAS FFE: 684' COUNTY OF TARRANT I hereby certify that this survey was conducted on the ground in December 2021 and is true and correct to the best of my knowledge. Original signed and stamped in green ink. N� June 23, 2023 ANTHONY RO EY R.P.L.S. N 484 DATE PROJECT: BIG TOWN CONCRETE PROJECT AFE: p TRACT NO.: p LOCATION: FORT WORTH, TX >- DRAWN BY: CDM Q REVISION: g PAGE NO.: 2 OF 2 Gj, e- o ••(J1 ............................ ANTHONY R. CROWLEY ............................... •: 6484 �.oFSUR� CALLED 2.410 ACRES BRUCKNER TRUCK SALES INC. VOL. 1298, PG. 83 D.R.T.C.T. FFE: 684' 2a NOTE: Bearings, coordinates and distances are based on U.S. State Plane NAD 1983 Coordinates, Texas North Central Zone (4202). This survey was prepared without the benefit of a title commitment. There may be easements of record that are not shown. PLAT OF A STORMWATER FACILITY ANTHONY RAY CROWLEY R.P.L.S. NO. 6484 MAINTENANCE AGREEMENT, BEING IN CROWLEY SURVEYING PART OF LOT 1, BLOCK A, BIG TOWN FRN:10046500 CONCRETE ADDITION, IN THE DAVID 4251 FM 2181, #230-484 CROWLEY ODUM SURVEY, ABSTRACT NUMBER 1184, CORINTH, TX. 76210 SURVEYING TARRANT COUNTY, TEXAS (469) 850-CPLS(2757) acrowley@crowleysurveying.com STATE OF TEXAS COUNTY OF TARRANT WHEREAS, Jared Carter is the owner of all that certain 3.251 acre tract of land in the David Odum Survey, Abstract No. 1184 and John Hibbins Survey, Abstract No. 638, Tarrant County, Texas and being part of Block 33 of MARK IV BUSINESS PARK, an Addition to the City of Fort Worth, recorded in Volume 388-10, Page 42 of the Plat Records of said county, and being the remainder of the tract of land described in a Warranty Deed to Loop 820/156 Join Venture, recorded in Volume 7945, Page 2195 of the Deed Records of said county, and said 3.251 acre tract of land is more particularly described by metes and bounds as follows: BEGINNING at an "X" cut in concrete found for the southwest corner of Lot 1A, Block 33 of MARK IV BUSINESS PARK, an Addition to the City of Fort Worth, recorded in Cabinet A, Page 5519 of said Plat Records and in the east line of a of Lot 1, Block 33 of MARK IV BUSINESS PARK, and Addition to the City of Fort Worth, recorded in Volume 388-195, Page 66 of said Plat records, for the northwest corner herein described, from which a 1/2 inch iron rebar with cap stamped "Dunaway" found for the northeast corner of said Lot 1, Block 33 and an inner corner of said Lot 1A, Block 33 bears North 01019'57" West, a distance of 32.51 feet; THENCE North 88°55'02" East, with the south line of said Lot 1A, Block 33, a distance of 464.63 feet to the southeast corner of said Lot 1 A, and in the west line of Lot 4, Block 33 of MARK IV BUSINESS PARK, and Addition to the City of Fort Worth, recorded in Cabinet B, Page 814 of said Plat Records, for the northeast corner herein described; from which a 1/2 inch iron rebar with cap stamped "Dunaway" found for the northeast corner of said Lot 1A, Block 33 and the northwest corner of said Lot 4, Block 33 bears North 14020'35" East, a distance of 166.11 feet; THENCE South 14°20'35" West, with the west line of said Lot 4, Block 33 and the west line of a called 2.410 acre tract of land described in a Warranty Deed to Bruckner Truck Sales, Inc., recorded in Volume 1298, Page 83 of said Deed Records, a distance of 269.28 feet to the northeast corner of Lot A1A2A-1, Block 33 of MARK IV BUSINESS PARK, and Addition to the City of Fort Worth, recorded in Cabinet B, Page 1960 of said Plat Records, and for the southeast corner herein described, from which a 1/2 iron rebar with cap stamped "Fisher 3942" found for the southeast corner of said Lot Al A2A-1, Block 33 bears South 14°20'35" West, a distance of 536.43 feet, - THENCE South 86°05'58" West, with the north line of said Lot A1A2A-1, Block 33, passing at a distance of 399.72 feet, a 1/2 inch iron rebar found for the northwest corner of said Lot A1A2A-1, Block 33 and the northeast corner of a called 1.0 acre tract of land described in a Special Warranty Deed to Blue Mound Hospitality, Ltd., recorded in Volume 15273, Page 93 of said Deed Records, continuing along the north line of said 1.0 acre tract, in all a total distance of 683.90 feet to the northwest corner of said 1.0 acre tract and in the east right-of-way line of Blue Mound Road, a variable width public right-of-way, and for the southwest corner herein described, from which a 1-1/2 inch iron pipe found bears South 86°06' West of said corner, also from which a 1/2 inch iron rebar found in concrete for a west corner of said 1.0 acre tract and in said east right-of-way line bears South 0504259" West, a distance of 66.13 feet; THENCE North 05042'59" East, with said east right-of-way line, a distance of 100.94 feet to the southwest corner of Lot 5, Block 33 of MARK IV BUSINESS PARK, and Addition to the City of Fort Worth, recorded in Cabinet A, Page 5362 of said Plat Records, for the most northern southwest corner herein described, from which a T-Post found bears South 10024' East, a distance of 2.3 feet from said corner, also from which a 3/8 inch iron rebar found for the northwest corner of said Lot 5, Block 33 and the southwest corner of said Lot 1, Block 33 bears North 05°42'59" East, a distance of 100.77 feet; THENCE North 88°40'03" East, with the south line of said Lot 5, Block 33, a distance of 278.96 feet to a 1/2 inch iron rebar with cap stamped "Huitt Zollars" found for the southeast corner of said Lot 5, Block 33; THENCE North 01 °19'57" West, with the east line of said Lot 5, Block 33 and said east Lot 1, Block 33, a distance of 191.75 feet to the POINT OF BEGINNING and containing 3.251 acres (141,605 square feet) of land. B A 4 I 3 2 c - — -- — -- — -- — LOTlA,BLOCK33 MARK IV BUSINESS PARK 2 CAB. A, PG. 019 - / IG w—�- — - - — - - — axw w�« FOYkP I - r . f 88- '02' E 464.6 4 3; LOT1,BLOCK M MARK IVBUSINESS PARK �: VOL. �195, PG 66 PRT.CT. 1 I' B rE.- R&M 3,251 ACRES SHOP 0 all Pf MH SWMFA BOUNDARY MAINTENANCE W/ B'BLIFFER 33 CAB. A, PG. 5362 FUEL LOT 5a MARK IV BUSINESS PARK P.RT.C.T. 1 a 51 ISLAND EMCQ BATCH PLANT LOT4,BLOC 33 k E. 278..9 �K IV BUSINESS 88-40 0.3 PARK yAASp d) Sw P '451 O STAND CAB S, PG. 814 P.R.T-C.T. Lo 77 '01- CLARIFIED BOAT /I'- PIT RAMPS LUR- SHOP 00 000 ol F.H S 86-065&1WW 683-90' CAlLED2AlQACRE5 SEE SWMFA.2 FOR BRUCKNER TRUCK SALES C. VOL. 1298, PG, W LOTAlA2A-1 BLOCK 33 EXPLODED VIEW MARK N BUSI�ESS PARK R.T.C.T. —RLlN=Q"mw� C1.R.T.13, PG. 19M C, . IN T I — - — - — - — - — - — - — — - — - — - .. CALLED ALL GI-OACRES FOA-FO.7 FOR FOUNDATION NOTE BLUE MOUND HOSPITALITY, LTD. .*EE� FF4 0 TO F4.14 FOR CLARIFIED PPRDETAILS g VOL 15273. PG. 93 SEE EE 9.0 TO F9.17 FOR 12' WIDE MAINTENANCE 11Q. D.R-D.C.T. RAM IS �7 .................. SEE PDE LANDSCAPE PLAN /THOMAS & EYEINGTON, JR. . A ...................... z 1 o it m 108 k, zo7 °- THOMASR. EMMTON. z MINGTONEW-RISH-C. LLI w THE STRUCTURES WITHIN 0 0 THE SWFMA BOUNDARY ARE I, - CONCRETE STRUCTURES 0 U, nEEi- SWMFA DELINEATION MAP mho -10 Lg.x SCALE I* = 30'-W SWMFA.1 4 I 3 2 aSmmm ;mmm ;�w ng I 23076TC _RELEASED FOR SWMFA REVIEW -REV. 1 n I m �CONFID F�N�TIAL • EYEINGTON IN. DATE DESCRIPTION OF REVISION C �. AEA J EE, ENTERPRISES INC .I ° a.nirma aE�e.weo FOR s+m,Fnntvlev C SWMFA DELINEATION MAP I'm � a I + ON]!¢°ID RELMEDFORBWMFAREVIEW .o " mvomu�... APPLIED ENOIN�EfE !L AND DESIGN SSOLNDONS Drawn: T BIG TOWN CONCRETE rr`` M d: TAE wswa.poicarevasiw. w..nm D Itt�� N0.:52�3/p778TC �RpLRASRD FOR SWMFA REV@W EypR�' ��u� 5334 SOUTH BLUE MOUND RD° �N S/'1ff`L� IV FORT WORTH, TEXAS 76106 a ICI � EinvnA:JIC I oD "'::uz.aFl.ono EXHIBIT "B" DESIGN PLAN AND SPECIFICATIONS STORMWATER FACILITY MAINTENANCE AGREEMENT Rev. 03/01/2022 BN Project# DS-22-0079 DRAINAGE SUMMARY REPORT BIG TOW CONCRETE# DS-22-0079 5330 BLUE MOUND ROAD FORT W TH, TEXAS SEPTEMBER 2023 PREPARED FOR: Big Town Concrete, LLC 1425 Greenway Dr Irving, TX 75038 SUBMITTED TO: City of Fort Worth, Texas 200 Texas Street Fort Worth, TX 76102 9 11, XZMETWOMM KJ E Civil and Environmental Engineering 500 Moseley Road Cross Roads, Texas 76277 TBPE Firm # F-12214 (940) 387-0805 KJ E 1 of 15 Provided Storaae Volume Calculations The required retention/detention pond storage volume was calculated using the non -iterative Modified Rational Method via the spreadsheet sheet as shown below: REQUIRED STORAGE VOLUME Q1 Q5 Q10 Q25 Q100 1.42 2.01 2.28 2.72 3.24 CA CA CA CA CA 0.88 0.88 0.88 0.88 0.88 11 15 110 125 1100 4.06 5.74 6.52 7.76 9.24 Area Area Area Area Area I DA-01E 2.67 2.67 2.67 2.67 2.67 Acres a a a a a 95.835 170.81 203.93 247.1 322.07 b b b b b 13.425 19.435 21.09 22.366 24.388 Critical duration Storm Calculation Td Critical storm duration (minutes) 51.78 68.66 72.99 75.39 82.41 Equation 1.27 Tc Tc Tc Tc Tc 10 10 10 10 10 Volume preliminary Equation 1.28a 8093.6 14024.2 16619.8 19903.5 26065.1 cubic feet 0.186 0.322 0.382 0.457 0.598 Acre feet P180 P180 P180 P180 P180 1.77 2.94 3.44 4.15 5.43 inches Td Td Td Td Td 26.48 34.48 36.49 37.46 40.97 Ptd 1 Yr Ptd 5 Yr Ptd 10 Yr Ptd 25 Yr Ptd 100 Yr 0.94 1.87 2.18 2.61 3.28 Vmax= Vpreliminary *P180/Ptd 15,240 22,049 26,226 31,647 43,150 cubic feet 0.35 0.51 0.60 0.73 0.99 Acre feet *Maximum Required Storage The Required Volume after MRM correction for the 100-year event is 0.99 acre-feet (43,150) cubic feet) and the provided volume from the design plans is 0.99 acre-feet (43,294 cubic feet). For additional clarification, please note that the pre -developed run-off coefficient was 0.33 (DA-01), while the post developed for the same drainage area was 0.88. Please see the following tables for details on the calculations associated with the required detention/retention pond storage volumes and the amount of actual provided detention/retention volume. 7of15 BLUE MOUND -STAGE/STORAGE CALCULATIONS Orifice - Q=0.6(A)(2gh)05 1 -6.3" (Inside Diameter) Circular Provided Required Opening Storage Storage Flow Line 675.50 Orifice Elevation Depth Area Volume Volume Pipe Dia. Head OutflowQ Flow (ft) (ft) (ft) (ft) (ft) (ft) (ft) (cfs) (cfs) 675.50 0 7,338 0 0.53 0.00 0.0 0.0 676.00 0.50 7.338 3.669 0.53 0.24 0.5 0.5 BLUE MOUND -STAGE/STORAGE CALCULATIONS Weir - Q=3.OLH312 L (ft) = 0.55 FL = 680.80 Lenqth Heiqht Outflow Q (ft) (ft) (cfs) 0.55 0.55 Pre - Pond Devel. Compare Storm Outflow Flow Flow Event (cfs) (cfs) (cfs) (yr) 677.00 1.50 7,338 11,007 0.53 1.24 1.2 1.2 0.55 677.58 2.08 7,338 15,263 15,240 0.63 1.82 1.4 1.4 0.56 1.4 1.4 0.0 1-yr 678.00 679.00 2.50 3.50 7,338 7,338 18,345 25,683 0.53 0.53 2.24 3.24 1.6 1.9 1.6 1.9 0.55 0.55 679.30 3.80 7,338 27,884 22,049 0.53 3.54 2.0 2.0 2.0 0.0 5- r 680.00 681.00 4.50 5.50 7,338 7,338 33,021 401359 0.53 0.53 4.24 5.241 2.1 2.4 2.1 2.4 0.55 0.55 0.20 0.1 2.5 681.40 5.90 7,338 43,294 1 43,150 0.53 1 5.64 2.5 2.5 0.55 0.60 0.8 3.2 3.2 0.0 100-yr 682.00 6.50 7,338 47,697 0.53 6.24 2.6 2.6 0.55 1.20 2.2 4.8 .� o_ cn Basin / Edae of Property Discharae Discussion: As previously discussed, the intent of the detention/retention pond design was to detain the city required storm events and that all the offsite flows were to be bypassed around the site through the isolated collection channels. As such, once the water leaves through the 6.3" (inside diameter) orifice or over the weir, it immediately meets grouted rip -rap that is used to further reduce velocities prior to the stormwater leaving the site. As the water leaves the grouted rip rap, it encounters an 18" (1.5' height) (6" wide) (116' Length) concrete curb that has 4" PVC weep holes (27 Weep Holes @ 4' OC) that act as a level spreader at the existing ground level and is offsite 3' from the property edge to slowly release the water at the property line in a sheet flow manner. Emeraencv Overflow Weir Calculations One of the requirements in the city of Fort Worth regarding detention/retention basins is that the basins shall have an emergency overflow weir. As such, an emergency overflow weir has been indicated in the plans and the following represents the calculations associated with that release rate: 25.5' - Emergency Overflow Trapezoidal Weir** Weir - Q=3.OLH312 *L (ft) = 15.5 Q100 = 21.7 cfs WSEL= 682.00 ft FL = 681.40 ft Length Heiqht Outflow Q (ft) (ft) (cfs) 15.5 0.60 21.7 *Bottom Width of Weir ** Top Width of Weir Please note that the 25.5' demarcation represents the top width of the weir and includes the sidewall lengths (5.0' each), while the 15.5' represents the actual width of the weir that is in contact with the water discharge. Proposed Drainaae Channels: A series of channels are proposed to surround the development along all sides of the property boundary to facilitate the offsite drainage. The channels are broken up into 4 channel sections A, B, C, and D. Channels A and D are to be trapezoid grass -lined channels with 4:1 slope. Channels B and C are to be a rectangle, concrete channel. Drainage areas and run-off to the channel sections are as follows; Drainage areas OFS-02, OFS-04A, DA-01A drain into Channel A with a total run-off, Q100YR of 17.57 cfs. Drainage areas OFS-01, OFS-02, OFS-04A, DA-01A and DA-01 B drain into Channel B with a total run-off, Q100YR of 74.83 cfs. Drainage areas OFS-01, OFS-02, OFS- 04A, DA-01A, DA-01 B and DA- 01 C drain into Channel C with a total run-off, Q100YR of 78.72 cfs. Drainage areas OFS-03, OFS-04B, and DA-01 D drain into Channel D with a total run-off, Q100YR of 12.60 cfs. A Manning's n for grass 9of15 Assessment of Pre vs Post development to "Outfall A" In the predeveloped state, the run-off to "Outfall A" consisted of off -site drainage areas, OFS-01, OFS-02, OFS-03 and OFS-04 as discussed in the existing conditions discussion. The predeveloped runoff to "Outfall A" is 91.32 cfs in the 100- yr. storm event. The post developed areas draining to Outfall A, to be routed around the development in collection channels, as discussed in the post development section, are OFS-01, OFS-02, OFS-03, OFS-04A, OFS-04B, DA-01 A, DA- 01 B, DA-01 C, and DA-01 D having a combined run-off of 88.08 cfs. With the detention pond release of 3.24 cfs, the total post -developed runoff to Outfall "A" in the 100-yr storm event is 91.32 cfs, equal to the pre -development state. The post -developed release rates equal the pre -developed release rate. To further mitigate impacts to Outfall "A", the run-off routed through Channel C and the water that leaves through the 6.3" (inside diameter) orifice or over the weir, immediately meets grouted riprap that is used to further reduce velocities prior to the stormwater leaving the site. As the water leaves the grouted rip rap, it encounters an 18" concrete curb that has 4" PVC weep holes at the existing ground level and is offsite 3' from the property edge to allow for a level spreader that slowly releases the water at the property line in a sheet flow manner. No adverse impacts are anticipated. 15 of 15 1. CODES AND STANDARDS FOR TESTING AND CONSTRUCTION A ALL CONCRETE SHALL CONFORM TO BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-2019) AND THESE GENERAL NOTES. CONCRETE SHALL BE PLACED ACCORDING TO CURRENT ACI RECOMMENDATIONS FOR THE SITE CONDITIONS AND WEATHER. A. TESTING AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE FOLLOWING CODES AND STANDARDS, LATEST EDITION OR AS PER GOVERNING BODY ACI 318, 'BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE". ACI 304, "MIXING, TRANSPORTING, AND PLACING CONCRETE". ACI 301, "SPECIFICATION FOR STRUCTURAL CONCRETE FOR BUILDINGS ACI 305, "RECOMMENDED PRACTICE FOR HOT WEATHER CONCRETING". ACI 306, "RECOMMENDED PRACTICE FOR COLD WEATHER CONCRETING". ACI 347, "RECOMMENDED PRACTICE FOR CONCRETE FORMWORK". ASTM STANDARDS FOR THE MATERIALS LISTED. OSHA STANDARDS. MSHA STANDARDS 2. MATERIALS A. PORTLAND CEMENT SHALL CONFORM TO ASTM C150 TYPE II. B. AGGREGATE SIZE SHALL BE A MAXIMUM OF 1" AND CONFORM TO ATSM C33. C. ADMIXTURES SHALL CONFORM TO THE FOLLOWING: 1. AIR ENTRAINING: ASTM C260 ii. WATER REDUCING, RETARDING AND ACCELERATING ADMIXTURES ARE NOT ALLOWED WITHOUT WRITTEN AUTHORIZATION FROM CONSTRUCTION MANAGEMENT PERSONNEL. 3. PROPERTIES A. STRUCTURAL CONCRETE SHOULD HAVE A 28 DAY STRETCH OF 4,000 PSI MINIMUM FOR ON GRADE SLABS, PIERS, AND FOR FOUNDATIONS, UNLESS NOTED ON DRAWINGS. ELECTRICAL DUCT BANK CONCRETE SHALL BE 3,000 PSI AND SHALL BE DYED RED. LEAN CONCRETE SHALL BE MINIMUM 2,500 PSI AND FLOW FILL SHALL BE A MINIMUM OF 500 PSI B CONCRETE SLUMP TEST TO BE IN ACCORDANCE WITH ATSM C143. CONCRETE SLUMP AT POINT OF DISCHARGE SHALL BE 4" (+/— 1") (5" +/— 1" IF PUMPED OVER 100') UNLESS NOTED. C. ALL CONCRETE SHALL HAVE ENTRAINING EQUAL TO 4% +/— 1% BY VOLUME. D. STRUCTURAL CONCRETE SHALL HAVE A MAXIMUM WATER/CEMENT RATIO OF 0.45 BY WEIGHT PER MIX DESIGN. 4. PLACING, FINISH, CURING A. ALL EXPOSED EDGES TO BE CHAMFERED 3/4" x 45' UNLESS NOTED OTHERWISE. B. CRACK CONTROL JOINTS SHALL BE A MAXIMUM OF 1/4 SLAB DEPTH AND A MINIMUM OF 1/5 SLAB DEPTH. REBAR OR WIRE FABRIC IS TO REMAIN CONTINUOUS. SAW CUTS OR PLASTIC INSERT METHODS ARE ACCEPTABLE. MAXIMUM JOINT SPACING SHALL BE 15'-0" IN EITHER DIRECTION UNLESS NOTED OTHERWISE. C. JOINT SEALER SHALL CONFORM TO FED. SPEC. TT—S-00230C, TYPE II, CLASS A. ALL JOINT SEALER TO BE SIKAFLEX SIKADUR. D EXPANSION JOINT MATERIAL TO BE FULL DEPTH, 3/4" THICK ASPHALTIC COMPOSITION NO REDWOOD JOINTS ALLOWED. 5. REINFORCEMENT (UNLESS NOTED OTHERWISE ON PLAN SHEETS) A. ALL REINFORCING STEEL SHALL BE ASTM A615 GRADE 60 DEFORMED BARS. B. MINIMUM LAP SPLICE OF CONTINUOUS BARS SHALL CONFORM TO ACI 7.1, STANDARD HOOK, UNLESS NOTED OTHERWISE. C. MINIMUM CONCRETE COVER (UNO) SHALL BE I. CONCRETE CAST AGAINST EARTH (BOTTOM OF FOOTINGS) 3" II. CONCRETE FORMED BUT EXPOSED TO EARTH 2" III. CONCRETE EXPOSED TO WEATHER 2" IV. COLUMNS, PIERS, & BEAMS 2" V. WALLS 2" VI. SLABS (TOP OF SLAB) 2" 6. EMBEOMENTS A. ALL EMBEDDED METAL SHALL CONFORM TO THE FOLLOWING: i. STEEL SHAPES AND BARS ATSM A36 U. STEEL PLATE ATSM A36 III. ANCHOR BOLTS F1554 GRADE 36 OR AS PER PLAN SHEEETS iv. NUTS ATSM A563 GRADE A ALL EMBEDDED ANCHOR BOLTS SHALL BE HOT DIPPED AND GALVANIZED. EMBEDDED PLATES SHALL BE UNPAINTED AND NOT GALVANIZED. B. ANCHOR BOLTS SHALL BE TYPE 2 HEAVY HEX BOLTS UNLESS NOTED OTHERWISE. SEE DWGS 2112—FO-00X & 2112—FO—OOX. ANCHOR BOLT MARKING CODE: MK F40-110—AB1. (F40-110 IS DRAWING NO. WHERE LOCATED) (AB1 IS BOLT NO.) C. DRILLED CONCRETE ANCHOR BOLTS: WEDGE TYPE SHALL BE HEAVY DUTY HILTI KWIK BOLT ONLY TO BE UTILIZED AS PER THE PLAN LOCATION NOTED ON THE SPECIFIC DRAWING SHEET. D. PVC WATER STOPS: SHALL BE VIRGIN POLYVINYL CHLORIDE, RIBBED TYPE BY GREEN STREAK, WIRESTOP, SYNKO—FLEX, VINYLEX, OR ENGINEERING APPROVED EQUAL. PREFORMED WATER STOPS (JOINT SEALANT) SHALL BE REINFORCED BENTONITE CLAY BY VOLOCLAY (CETCO WATER STOP RXO OR PREFORMED PLASTIC BY SYNKO—FLEX OR ENGINEER APPROVED EQUAL INSTALL PER MFR SPECIFICATIONS. SEE WATER STOP DETAIL. E. GROUNDING: CONTRACTOR SHALL COORDINATE THE INSTALLATION OF GROUNDING SYSTEM BEFORE BACKFILLING. F. GROUTING: FOUNDATION PLATES FOR EQUIPMENT AND STRUCTURES SHALL BE GROUTED TO PROVIDE FULL UNIFORM LOAD TRANSFER BETWEEN THE BOTTOM OF THE PLATE AND THE CONCRETE FOUNDATION. THE LOAD TRANSFER TO THE FOUNDATION MUST BE THROUGH THE GROUT AND NOT THROUGH THE SHIMS OR OTHER LEVELING DEVICES UNLESS RECOMMENDED OTHERWISE BY THE EQUIPMENT MANUFACTURER. LUNLESS OTHERWISE LISTED ON THE DESIGN DRAWINGS, SAND —CEMENT GROUT SHALL BE USED. SAND —CEMENT GROUT = COMPRESSIVE STRENGTH OF 8,000 PSI IN 7 DAYS. EPDXY GROUT = HILTI CB—G—EG EPDXY GROUT OR APPROVED EQUAL 7. SITE PREPARATION A. WHERE CONCRETE IS TO BE PLACED AGAINST NATURAL SOIL, THE CONTRACTOR SHALL REMOVE ALL LOOSE OR DISTURBED SOIL, TOPSOIL, ORGANIC MATTER, ROCK OR DELETERIOUS MATERIAL PRIOR TO PLACING THE CONCRETE. CARE SHOULD BE TAKEN TO REDUCE EXPOSURE OF PLASTIC CLAY SOIL TO MOISTURE IN FOOTING EXCAVATIONS, FOUNDATION CONCRETE SHOULD BE PLACED AS SOON AS POSSIBLE AFTER THE FOOTING IS EXCAVATED. IF SOIL IS EXPOSED TO MOISTURE, THE SOFTEN SOIL MUST BE REMOVED PRIOR TO PLACEMENT OF CONCRETE. B. TEMPORARY EXCAVATIONS I. SLOPES FOR EXCAVATION SHALL BE DONE IN ACCORDANCE WITH CURRENT OSHA REQUIREMENTS. THESE REGULATIONS ARE FOUND IN 29 DER PART 1926, OSHA, STANDARD EXCAVATION; FINAL RULE. MATERIAL DINETTE IN ORDER OF INCREASING DEPTH IS CLASSIFIED AS CLAYED SAND (SC), CLAY (CL), SANDY CLAY (SC), AND SANDY FAT CLAY (CH). SLOPES FOR CUTS SHOULD BE 2:1. II. VERTICAL EXCAVATIONS > SET SHOULD BE BRACED OR AS SPECIFIED BY THE GEOTECHNICAL REPORT. CONTRACTOR SHALL PROVIDE AND MAINTAIN ADEQUATE STORM DRAINAGE AND DEWATERING MEASURES AT ALL TIMES DURING CONSTRUCTION STAGES. PONDING OF SURFACE WATER SHALL NOT BE PERMITTED. BEFORE PLACEMENT OF ANY FILL, ALL SUBGRADE SHALL BE STRIPPED OF ANY TOP SOIL AND PROOF —ROLLED TO CHECK FOR SOFT SPOTS OR OTHER PROBLEMS. EXPOSED SUBGRADE SOILS SHALL BE COMPACTED WITH PASSES OF A ROLLER WEIGHING AT LEAST 25 TONS, TO A MINIMUM OF 95% OF THE MAXIMUM DRY DENSITY AS DETERMINED BY MODIFIED PROCTOR TEST ASTM D-1557. IF BLASTING IS USED, DO NOT OVERSHOOT; KEEP AT LEAST 1 TO 2 FEET ABOVE BASE OF FOUNDATION LEVEL. I. IF THE ROCK IS OVERSHOT, EXCAVATE TO INTACT ROCK. CLEAN OUT ALL LOOSENED MATERIALS. II. IF REINFORCING STEEL FOR ANY FOUNDATION MAT OR FLOOR SLAB IS SET ON THE UNEVEN, EXCAVATED ROCK SURFACE, NO ROCK SHOULD PROTRUDE INTO THE MINIMUM THICKNESS OF THE BOTTOM OF THE BOTTOM SLAB. III. A LEAN CONCRETE SLAB OR WELL COMPACTED GRANULAR FILL SHOULD BE USED TO FILL VOIDS AND PROVIDE A LEVEL SURFACE FOR STRUCTURAL SLABS ON ROCK. 8. FILL AND BACKFILL A. ALL FILL AND BACKFILL SHALL BE APPROVED BY FIELD OR AS PER GEOTECHNICAL REPORT ENGINEER PERSONNEL. B SELECT FILL SHALL BE PLACED UNDER ALL SLABS ON GRADES THAT ARE REQUIRED UNDER ALL STRUCTURES. MINIMUM DEPTH SHALL BE 12" AND COMPACTED TO 95% STANDARD PROCTOR ATSM D-698. C. SELECT FILL SHALL HAVE A MAXIMUM PARTICLE SIZE OF 3" AND MA MUM 15% PASSING NO 200 SIEVE, AND PLASTICITY INDEX OF 7 TO 18 AND LIQUID LIMIT LESS THAN 35. THIS FILL SHALL BE COMPACTED TO AT LEAST 95% OF MAXIMUM DRY DENSITY AS DETERMINED BY MODIFIED PROCTOR TEST (ATSM D-1557). STRUCTURAL FILL SHALL BE PLACED IN 8" LIFTS AT A MOISTURE AT CONTENT OF —2 TO +2% OF OPTIMUM. STRUCTURAL FILL MATERIAL SHALL BE ONSITE MATERIAL THAT CONSIST OF SILTY—CLAYED SANDS (SM—SC), LOW PLASTICITY SAND CLAYS (CL), OR CLAYEY SANDS (SC) AS DEFINED BY THE UNIFIED SOIL CLASSIFICATION SYSTEM. D. BACKFILL (WASTE FILL ONSITE MATERIAL) IS DEFINED AS FILL AROUND FOUNDATIONS. BACKFILL MAY BE ON —SITE MATERIAL. BACKFILL SHALL BE COMPACTED TO 95% OF THE MAXIMUM DENSITY AS DETERMINED BY THE STANDARD PROCTOR (ASTM D-698) TEST IN 8" LIFTS, EQUALLY PLACED ON ALL SIDES OF FOUNDATION. E. APPROPRIATE MEASURES SHALL BE TAKEN TO ASSURE THAT FILL MATERIAL DOES NOT BECOME SATURATED. ANY FILL, WHICH IN THE JUDGEMENT OF THE FIELD ENGINEER, IS TO WET, SHALL BE REMOVED AND REPLACED WITH SUITABLE MATERIAL. MOISTURE CONTENT SHALL NOT EXCEED 3% OF THE OPTIMUM MOISTURE CONTENT AS DETERMINED BY ATSM D698. F. ALL BACKFILL AND COMPACTION OPERATIONS SHALL BE DONE SO THAT ALL DENSITY, MOISTURE, CONTENT, AND PERMEABILITY TEST CAN BE PREFORMED BY INDEPENDENT TESTING PERSONNEL IF REQUIRED BY THE PROJECT SPECIFICATION. G. CONCRETE IN FOUNDATION SHALL CURE A MINIMUM OF 7 DAYS BEFORE PLACING BACKFILL. H. UNDERGROUND ELECTRICAL GROUND RODS AND CABLES SHALL BE INSTALLED PRIOR TO BACKFILL, COORDINATE WITH ELECTRICAL CONTRACTOR TO INSURE PROPER INSTALLATION OF GROUNDING. I. IF UNEXPECTED OR UNUSUAL SITE CONDITIONS ARE FOUND, FIELD ENGINEER OF RECORD (FOR) PERSONNEL SHOULD BE CONTACTED IMMEDIATELY. J. GROUNDWATER CONTROL I. SOME DE —WATERING BY SHAPING OF THE WORK AREAS BY GRADING TO SHED WATER, AND CONSTRUCTION OF TEMPORARY DITCHES WITH SUMPS AND PUMPING MAY BE NECESSARY TO REMOVE THE LOOSE SOILS AND ALLOW PLACEMENT OF IMPORTED SELECT FILL IN A DRY MANNER. II. EXCAVATED SOILS INTENDED FOR THE R—USE AS A SELECT FILL MAY REQUIRE SPECIAL METHODS IN ORDER TO DRY THE SOIL TO A SUITABLE MOISTURE CONTENT PRIOR TO REPLACING THE SOIL AS A SELECT FILL. O I. U zm ~ F O O uo� F ai h;8 O P"o•8 ii O 8 .ZaW�a= z RES W W W z es� •Jo W` tOF... NLu 0 o A i• g•: .•�Q Za w w o Ju ....i......................:....1 ;THOMAS A. EYEINGTON, JR.i W z Owx O .................................. ��l w m 90931 i f z x ° 3 0. 1�� � m o o .A ��o` a 0 THOMASA EYEINCZYJN, JR Z N ELECTRONICS AL DATE 0912&2023 EYEINGTON ENTERPRISES, INC. FJi189 0 F0.1 CONSTRUCTION METHODS- 1 . ALL CONCRETE SHALL BE REINFORCED. 2. WHERE THE BONDING OR NEW CONCRETE TO OLD IS REQUIRED, SIKA ARMATEC 110 EPOCEM, OR AN APPROVED EQUAL SHALL BE USED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AND DIRECTIONS. 3. CHAMFER ALL EXPOSED CORNERS OF CONCRETE 3/4°. 4. CONSTRUCTION JOINTS SHALL BE PLACED AT THE LOCATIONS INDICATED ON THE DRAWINGS. THE SURFACE OF CONSTRUCTION JOINTS SHALL BE CLEANED OF SCALE AND LAITANCE AND THOROUGHLY WETTED BEFORE PLACING ADJACENT CONCRETE. 5. CONCRETE PLACINGS SHALL NOT BE DROPPED MORE THAN 6 FEET. WHEN THE DROP EXCEEDS 6 FEET, CHUTES, TREMIES, OR ELEPHANT TRUNKS, ETC., SHALL BE USED, 6. CONCRETE CURING SHALL BE ACCOMPLISHED BY PREVENTING LOSS OF MOISTURE, RAPID TEMPERATURE CHANGE, AND DAMAGE DUE TO RAIN OR FLOWING WATER FOR A PERIOD OF NOT LESS THAN SEVEN DAYS WHEN STANDARD PORTLAND CEMENT HAS BEEN USED OR THREE DAYS WHEN HIGH EARLY STRENGTH CEMENT HAS BEEN USED. THE CURING SHALL BE ACCOMPLISHED BY EITHER MOIST CURING OR THE USE OF A SURFACE MEMBRANE TYPE CURING COMPOUND. 7. STRENGTH TESTS FOR ALL CONCRETE SHALL BE PERFORMED ACCORDING TO THE REQUIREMENTS OF ACI 318; RESULTS OF THE STRENGTH TESTS SHALL BE REPORTED TO THE ENGINEER OF RECORD 8. MOISTURE BARRIER SHALL BE A 6 MIL POLYETHYLENE FILM. SEAMS SHALL BE LAPPED 6 IN. 9. LAP SPLICES FOR REINFORCING BARS SHALL BE PER ACI 318. 10. PVC WATERSTOPS CALLED OUT ON DRAWINGS SHALL BE SYNKO-FLEX. 11. REINFORCING STEEL SHALL BE CLEAN AND FREE OF RUST AND SCALE AND SHALL BE PLACED IN AS LONG OF LENGTHS AS PRACTICAL. 12. ALL CONCRETE SHALL BE CONSOLIDATED IN PLACE BY A MECHANICAL VIBRATOR. 13. SIDE FORMS OF FOUNDATION AND SLABS SHALL BE KEPT IN PLACE A MINIMUM OF TWO DAYS AFTER THE PLACEMENT OF CONCRETE. CTINCRFTF MIX 11FSTGN ANT RFTNFLRCTNG STFFI: 1. CONCRETE STRENGTH - PROVIDE CONCRETE WITH THE FOLLOWING STRENGTHS AT THE LOCATIONS NETTED. MIX ➢ESIGN, SLUMP, AIR ENTRAPMENT, AGGREGATE SIZE, ETC. SHALL BE IN CONFORMANCE WITH THE A.C.I., #301, LATEST EDITION LOCATION STRENGTH (PSI AT 28 DAYS) SPREAD FOUTINGS / SLAB UN GRADE ...................................................... 4,000 PSI AT 20 DAYS TYPE I UR TYPE II CEMENT PER ASTM C 150 ALL AGGREGATES I[] HE NORMAL WEIGHT PER ASTM C 33 2. REINFORCING STEEL, ALL REINFORCING STEEL SHALL BE ASTM A615 GRADE 60 DEFORMED BARS MINIMUM LAP SPLICE OF CONTINUOUS BARS SHALL CONFORM TO ACI 12.15 CLASS B, UNLESS NOTED OTHERWISE BILKED REINFORCING BARS SHALL CONFORM I[] ACT 7.1, STANDARD HULK, UNLESS NOTE➢ OTHERWISE WEL➢ING [IF REINFORCING STEEL SHALL CONFORM I[]AWS D12 UR ➢1.21 USING PROPER LOW HYDROGEN ELECTRODES. ALL BARS I[] BE WELDED SHALL CONFORM I[] ASTM A706 3. FABRICATE AND PLACE REINFORCEMENT IN ACCORDANCE WITH ASCI PUBLICATION SP-66, ACI DETAILING MANUAL - LATEST EDITION. 4. PLACE CUNCRETE IN COMPLIANCE WITH ACI 304. ALL CUNCRETE SHALL BE MECHANICALLY VIBRATED. 5. CONCRETE COVER FOR REINFORCEMENT FOR NON -PRESTRESSED, CAST IN PLACE CONCRETE SHALL BE AS FOLLOWS: CON➢ITION COVER CAST AGAINST EARTH ....................................... 3' EXPOSED TO WEATHER #5 AND SMALLER....................................................... 1-1/2' #6 AND LARGER......................................................... 2' SLAB ON GRADE ....................................................... 2' FROM TOP UR AS SHOWN PER DRAWINGS 6. EMBEDS - ALL ITEMS TL HE CAST INTL CUNCRETE SUCH AS REINFORCING DOWELS, BOLTS, ANCHORS, PIPES, SLEEVES, ETC. SHALL BE SECURELY AND ACCURATELY POSITIONED INTO THE FORMS PRIOR TO PLACING THE CONCRETE. ALL EMBEDDED METAL SHALL CONFORM TO THE FOLLOWING OR AS PER PLAN SHEET: STEEL SHAPES AND BARS ..................... ASTM A36 STEEL PLATE ................................. ASTM A36 ANCHOR BOLTS .. .. .. ASTM 1554 OR F1554 GRADE 36 OR ASTM-193, GRADE B-7 NUTS AND WASHERS . ASTM A563 GRADE A 7. ALL EMBEDDED STRUCTURAL SHAPES AND PLATES SHALL CONFORM TO ASTM A36 SPECIFICATIONS AND SHALL BE HOT DIP GALVANIZED ACCORDING TO ASTM F2329 AND A 153. 8. CONCRETE EXPANSION ANCHLR BOLTS SHALL HE 'KWIK-BULT STUD ANCHORS' AS MANUFACTURED BY HILTI INC., OR AN APPROVED EQUAL, UNLESS OTHERWISE NETTED UN ➢RAWINGS. 9. CONSTRUCTION JOINTS - THE CONTRACTOR SHALL OBTAIN THE ENGINEERS APPROVAL FOR CONCRETE CONSTRUCTION JOINT LOCATIONS. REINFORCING STEEL DETAILING MAY CHANGE AND THE CONTRACTOR MAY BE RESPONSIBLE FOR ADDITIONAL EXPENSES AS A RESULT. 10. LAP ALL BARS AT SPLICES IN ACCORDANCE WITH ACI 318, BUT NOT LESS THAN 40 BAR DIAMETERS NOR LESS THAN IS- UNLESS OTHERWISE NOTED. 11. ALL BAR STEEL SHALL BE PROPERLY SUPPORTED AND HELD ACCURATELY IN PLACE AS RECOMMENDED BY THE CRSI, EXCEPT THAT MAXIMUM SPACING OF ANY BAR SUPPORT SHALL BE 3'-0', 12. CONCRETE SURFACE TO BE BROOM FINISHED. CAST IN -PLACE CONCRETE TESTING REQUIREMENTS 1. VERIFICATION OF THE PROJECT MIX DESIGNS SHALL BE PROVIDED BY CONDUCTING TRIAL BATCH TESTS UTILIZING PROPOSED AGGREGATES, ADMIXTURES AND CEMENT. THE APPROPRIATE QUANTITIES AND COMPRESSIVE STRENGTHS SHALL BE ESTABLISHED. 2. SAMPLES FOR STRENGTH TESTS OF EACH CLASS OF CONCRETE PLACED EACH DAY SHALL BE TAKEN NOT LESS THAN ONCE A DAY OR LESS THAN ONCE FOR EACH 75 CUBIC YDS, OR LESS THAN ONCE FOR EACH 5,000 SO, FT. OF SURFACE AREA FOR SLABS OR WALLS. 3. A STRENGTH TEST SHALL BE THE AVERAGE OF THE STRENGTHS OF TWO CYLINDERS MADE FROM THE SAMPLE CONCRETE IN ACCORDANCE WITH ASTM C-31. 4. CONCRETE SAMPLES SHALL BE TESTED AT 1 DAY, 7 DAYS AND 28 DAYS AFTER PLACEMENT. TESTS TO BE WITNESSED BY CUSTOMER & OWNER, AND ARE TO BE RECORDED. EXPANSION JOINTS AND JOINT SEALERS: 1. EXPANSION JOINT MATERIAL SHALL BE PREFORMED BITUMINOUS PER ASTM D1751 OR D1752. NU REDWOOD IS ALLOWED 2. ISOLATION JOINTS OF 1/2' EXPANSION JOINT MATERIAL SHALL BE PROVIDED BETWEEN PAVING AND ALL FOUNDATIONS, COLUMNS, AND WALLS EXCEPT FOR FOUNDATIONS, OF RECIPROCATING EQUIPMENT WHICH SHALL HAVE ISOLATION JOINTS OF 1' EXPANSION JOINT MATERIAL, 3. JOINT SEALANT MATERIAL SHALL BE COLD -APPLIED MASTIC CONFORMING TO ASTM D1850 EXCEPT FOR JOINTS EXPOSED TO WEATHER WHICH SHALL BE HOT- SPEC. SS-S-1401B. 4. JOINT SEALANT ON THIS PROJECT TO BE SIKAFLEX (SEE DWG FO.7) 5. EXPANSION JOINT FILLER SHALL CONFORM TO THE STANDARD SPECIFICATION FOR PRE -FORMED EXPANSION JOINT FILLER FOR CONCRETE, ATSM D1751 6. EXPANSION JOINT SEALANT SHALL MEET THE REQUIREMENTS OF FEDERAL SPECIFICATION TT-S-0027 E TYPE 1, CLASS A (SELF -LEVELING POLYURETHANE PAVING JOINT SEALANT). 1. INSTALLATION OF ADHESIVE ANCHORS SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS AND THESE PLANS. WHERE THE REQUIREMENTS BETWEEN THE MANUFACTURER AND THESE PLANS CONFLICT, THE MORE RESTRICTIVE PRDVISIONS SHALL GOVERN 2. HOLES FOR ADHESIVE CONNECTIONS SHALL BE DRILLED WITH RDTDHAMMER. THE HOLE DIAMETER SHALL BE AS PER THE MANUFACTURER'S SPECIFICATIONS. 3. HOLES FOR ADHESIVE CONNECTIONS SHALL BE THOROUGHLY CLEANED WITH THE FOLLOWING PROCEDURE, •• BLOW OUT ALL DUST AND LOOSE MATERIAL WITH CDMPRESSED AIR AND AN EXTENSION NOZZLE. •• CLEAN HOLE SURFACES WITH A WIRE BOTTLE BRUSH THAT IS SLIGHTLY LARGER THAN THE HOLE DIAMETER USE A DOWEL WRAPPED WITH A SLIGHTLY MOIST RAG TO REMOVE REMAINING DUST •• BLOW OUT HOLE WITH COMPRESSED AIR. REPEAT AS REQUIRED UNTIL ALL SURFACES ARE CLEAN. 4. ITEMS EMBEDDED IN ADHESIVE SHALL BE CLEAN AND FREE OF RUST, PETROLEUM BASED PRODUCTS AND DELETRIOUS MATERIALS. 5. ADHESIVE SHALL BE INSTALLED TO THE END OF THE HOLE WITH A GUN NOZZLE OR OTHER APPROVED PROCEDURE PRIOR TO INSTALLATION OF ANCHORS. 6. ADHESIVE CONNECTIONS SHALL HAVE SPECIAL INSPECTIONS PER UBC 306THE INSPECTOR SHALL VERIFY THAT: •• THE HOLES ARE THE CORRECT DIAMETER AND DEPTH. •• HOLES ARE CLEAN. •• THE PROPER ADHESIVE IS USED •• THE ADHESIVE IS PROPERLY MIXED AND APPLIED AS PER THE MANUFACTURER'S RECOMMENDATIONS. •• THREADED RODS AND DOWELS ARE CLEAN AND ARE OF THE DIAMETER, DEPTH, AND PROJECTIONS THE EXPIRATION DATE ON THE ADHESIVE PRODUCTS HAS NOT PASSED. 7. ANCHORS SHALL NOT BE MOVED OR LOADED BEFORE THE MANUFACTURER'S SPECIFIED CURING TIME IS REACHED. 8. THE ADHESIVE IS PROPERLY MIXED AND APPLIED AS PER THE MANUFACTURER'S RECOMMENDATIONS 9. THREADED RODS AND DOWELS ARE CLEAN AND ARE OF THE DIAMETER, DEPTH, AND PROJECTIONS. 10. THE EXPIRATION DATE ON THE ADHESIVE PRODUCTS HAS NOT PASSED 11ANCHORS SHALL NOT BE MOVED OR LOADED BEFORE THE MANUFACTURER'S SPECIFIED CURING TIME IS REACHED. R 12._9DFJESLY&TPAAIEFU tpN(TIHISPR') JECT TO BE HILTI HIT -RE 500 V3 (SEE DWG F0.6) CCULL��JJ�-LLLLNN33 LL��LL1I!! `\\\` 1 .E 0 i� � THOMAS A. EYEINGTON, JR. / 90931 � THOAtASA. EY""EINCTOM,, JR. ELECTRONICSEALOATE ➢9I26I2023 EYEINGTON ENTERPRISES, INC -N 1. ALL POST -TENSIONING TENDONS AND ANCHORS SHALL CONFIRM TO THE REQUIREMENTS OF THE GUIDE SPECIFICATIONS FOR POST -TENSIONING MATERIALS, POST -TENSIONING INSTITUTE, 1980, 2. ALL POST -TENSIONING TENDONS AND MATERIALS SHALL BE OBTAINED PRIM A PLANT CURRENTLY CERTIFIED FOR PRODUCING UNBON➢FD SINGLE STRAND TENDONS. 3. ALL TENDONS SHALL BE FABRICATED FROM X INCH DIAMETER, 270 KSI LOW RELAXATION STRAND IN ACCORDANCE WITH ASTM A416, TENDONS SHALL BE GREASED WITH A CORROSION INHIBITOR PROTECTED BY A PLASTIC SHEATH. 4. CABLES SHOULD BE STRESSED WITHIN 7-10 DAYS AFTER CONCRETE PLACEMENT, 5. DURING STRESSING OPERATIONS EACH STRAND SHALL INITIALLY BE STRESSED TO 33.0 KIPS AND SEATED AT @ 28.9 KIPS. 6. DURING CONCRETE PLACEMENT A VIBRATOR SHALL BE USED TO CONSOLIDATE ALL AGGREGATE AROUND ANCHORS. �7 t O F0.2 FOUNDATION DESIGN PARAMETERS AS PER THE GEOTECH REPORT PREPARED BY EIKON PROJECT# 22076, APRIL 2022 LATERAL PRESSURES o RETAINING WALLS, BASEMENT WALLS, DEEP GRADE BEAMS, DEEPENED CURBS AND SIMILAR STRUCTURES SHOULD BE DESIGNED TO WITHSTAND THE TYPICAL TYPES OF RIGID PAVEMENT FOR THIS TYPE OF PROJECT AREAS FOLLOWS 3 s s s s w THE LATERAL PRESSURES EXERTED BY THE SOIL, GROUNDWATER, CONSTRUCTION SURCHARGE, DESIGN SURCHARGE, EXPANSIVE SOIL SWELLING, 1. CONTINUOUSLY REINFORCED CONCRETE PAVEMENT (CRCP) w AND VIBRATION. THE DESIGN OF ANY STRUCTURE RETAINING OVER 5 FEET OF SOIL SHOULD BE CONSIDERED BEYOND THE SCOPE OF THIS REPORT I. THIS IS THE BEST TYPE OF PAVEMENT WITH LOWEST MAINTENANCE AND EIKON SHOULD BE CONTACTED FOR FURTHER RECOMMENDATIONS. II. HEAVILY REINFORCED TO CONTROL CRACKING w w w w CONDITIONS WHERE THE STRUCTURE WILL BE ALLOWED TO ROTATE FROM LATERAL PRESSURE, SUCH AS AT A RETAINING WALL OR BASEMENT III. RECOMMENDED FOR HIGHER VOLUME TRAFFIC AREAS w WALL BEFORE THE UPPER FLOOR IS CONSTRUCTED, SHOULD BE DESIGNED TO RESIST ACTIVE SOIL PRESSURES. CONDITIONS WHERE THE 2. JOINTED REINFORCED CONCRETE PAVEMENT (JRCP) w g s e e g STRUCTURE WILL BE ABLE TO RESIST ROTATION, SUCH AS AT A BASEMENT WALL AFTER THE UPPER FLOOR IS CONSTRUCTED OR A DEEPENED I. THIS IS THE MOST COMMON TYPE OF PAVEMENT IN THE NORTH TEXAS e w w c CURB, SHOULD BE DESIGNED TO RESIST AT -REST SOIL PRESSURES WE RECOMMEND A MINIMUM FACTOR OF SAFETY AGAINST SLIDING AND II. REINFORCED FOR TEMPERATURE AND SHRINKAGE AND FOR RESISTANCE DUE TO EXPANSIVE SOIL MOVEMENT rci OVERTURNING OF 1.5, UNLESS THE GOVERNING BUILDING CODE REQUIRES MORE. HOWEVER, IN PROVIDING RESISTANCE TO SLIDINGAND III JOINT PLACEMENT AND SAWCUT PLACEMENT IS CRITICAL FOR PERFORMANCE f a m . o w . OVERTURNING, WE DO NOT RECOMMEND THAT SOIL BE RELIED UPON WHERE IT MAY EVENTUALLY ERODE, BE EXCAVATED, OR EVEN SHRINKAWAY IV. GENERALLY USED FOR LOW VOLUME ROADWAYS AND PARKING LOTS m U d8 IF EXPANSIVE CLAY IS PRESENT. IN THE EVENT THAT THE ENGINEER OF RECORD IS CONFIDENT THAT SOIL MAY BE RELIED UPON FOR RESISTANCE 3. JOINTED PLAIN CONCRETE TO LATERAL LOADS, THE PASSIVE SOIL PRESSURE SHOULD BE USED. WE RECOMMEND THAT THE FOLLOWING EQUIVALENT FLUID PRESSURES BE B USED IN ACCOUNTING FOR THE LATERAL PRESSURE OF THE SOIL. THESE PRESSURES DO NOT INCLUDE GROUNDWATER, SURCHARGES, EXPANSIVE I. BASIC UNREINFORCED PAVEMENT, AND IS NOT RECOMMENDED FOR ROADWAYS AND PARKING LOTS IN THIS AREA DUE TO B i""; o .. F § S SOIL SWELLING, OR VIBRATION IF THE HIGH -SIDE GROUND SURFACE SLOPES UP AT RETAINING WALL, CALCULATE THE PRESSURE ALONG THE EXPANSIVE SOIL. VERTICAL PLAN AT THE END OF THE HEEL IT IS ASSUMED THAT THE CLIENT DESIRES JRCP PAVEMENT, AND THEREFORE THE RECOMMENDATIONS BELOW z w m @ m REFER TO THAT TYPE OF PAVEMENT. £ O , aw,s sLL e Soil Descnption Active (pcf) At -Rest (pcf) Passive (pcf) F, a, 5 i ' 1 Umeathered Rock 0 0 400 DUE TO THE HIGH TRAFFIC VOLUME OF LOADED CONCRETE TRUCKS, THE CIVIL ENGINEER SHOULD DESIGN THE PAVEMENT FOR THE REQUIRED U' p" ­ g . o m Gravels (GW, GP, GM, GC) 45 60 150 THICKNESS IT IS RECOMMENDED FOR THIS SITE THAT THE RIGID PORTLAND CEMENT CONCRETE FOR THIS SITE HAVE A MINIMUM THICKNESS OF Z a' a � C Sands (SW, SP, SM, SC) 60 60 150 6 INCHES, HOWEVER BASED ON THE LOADING 7 TO 8 INCHES OF CONCRETE MAY BE MORE APPROPRIATE FOR THE LOADING CONDITIONS. W I nelastic Silts (ML) 60 100 100 Lean Clays (CL) 60 100 100 ;- '� R'G g Fat Clays (CH) 60 100 100 THE FOLLOWING MIX DESIGN RECOMMENDATIONS ARE AS FOLLOWS W W wa•g z �@ seg R ORGANIC SOIL AND ELASTIC SILTS (OL, OH, AND MH) SHALL NOT BE USED AS BACKFILL -RECOMMENDED MINIMUM DESIGN COMPRESSIVE STRENGTH 3,500 PSI -RECOMMENDED MINIMUM DESIGN TENSILE STRENGTH 525 PSI y \ c4 -WELL GRADED OPTIMIZED AGGREGATE MEETING ASTM C-33 WITH NOMINAL AGGREGATE SIZE NO GREATER THAN ONE AND ONE HALF rJl Eat WHERE IT IS POSSIBLE FOR THE GROUNDWATER TABLE TO MOVE ABOVE THE BASE OF THE FOUNDATION, THE EQUIVALENT FLUID SOIL PRESSURE (1 'A") INCH �J USED IN DESIGN SHOULD BE INCREASED BY THE FOLLOWING EQUATION -PORTLAND CEMENT LIMITED TO BETWEEN 520 AND 600 LBS PER CUBIC YARD 'W1 Q f -4 TO 6%AIR CONTENT USING AIR ENTRAINING AGENT SOIL PRESSURE X 0.5 + 62.4 PCF = SOIL & WATER PRESSURE - 15 TO 20% FLYASH MAY BE USED AT THE APPROVAL OF THE CIVIL ENGINEER OF RECORD -CURING COMPOUND SHOULD BE USED AND PLACED WITHIN ONE HOUR OF FINISHING OPERATIONSa>a r TO AVOID THIS PRESSURE INCREASE, WE RECOMMEND THAT AT LEAST 12" OF FREELY DRAINING GRAVEL BACKFILL BE COMPACTED AROUND A »¢d PERFORATED DRAIN PIPE AND UP THE FACE OF THE STRUCTURE SO THAT WATER WILL DRAIN OUT OF THE PIPE TO A REMOTE OUTLET. IT IS IT IS RECOMMENDED THAT A MINIMUM OF 0.2% OF STEEL BE USED FOR THE CONCRETE, WITH A MINIMUM OF #4'S @ 18" ON CENTER FOR 6 INCH du ACCEPTABLE TO INSTALL WEEP HOLES AT 48" OC IN LIEU OF THE PERFORATED DRAIN PIPE, AS LONG AS A MESH SCREEN IS INSTALLED TO PREVENT CONCRETE PAVEMENT. REINFORCEMENT CHAIRS SHOULD BE USED BENEATH ALL PAVEMENT SUCH THAT THE REINFORCEMENT IS PLACED 6s5, — THE WEEP FROM BECOMING CLOGGED. ONE-THIRD (T/3) OF THE PAVEMENT THICKNESS FROM THE TOP OF THE PAVEMENT USING METAL OR PLASTIC CHAIRS WITH SAND CUSHIONS AND NOT BRICK BATTS. ; I'd IF EXPANSIVE CLAY MATERIAL IS BACKFILLED AGAINST A RETAINING STRUCTURE, ATTENTION SHOULD BE GIVEN TO THE EFFECTS OF SUBSEQUENT ewp WETTINGAND DRYING CYCLES. IN ADDITION TOACTIVE SOIL PRESSURES, WE RECOMMEND THATAN EXPANSIVE SOIL SWELLING PRESSURE OF 300 ONE OF THE MOST IMPERATIVE PARTS OF THE DESIGN, CONSTRUCTION, AND LONG TERM MAINTENANCE OF A RIGID PAVEMENT ARE THE JOINTS, \BaI+ PSF BE USED AT THE GROUND SURFACE FOR DESIGN. THIS PRESSURE SHOULD BE ASSUMED TO DECREASE LINEARLY TO 0 PSF AT A DEPTH OF 8 EITHER CONSTRUCTION JOINTS SAWCUT CONTRACTION JOINTS. THE CIVIL ENGINEER RECORD, WHOEVER IS RESPONSIBLE FOR THE Z 9e FEET FOR RETAINING STRUCTURES THAT ARE ALLOWED TO ROTATE, DEFORMATION FROM EXPANSIVE SOIL MOVEMENT MAY BE SIGNIFICANT. LO PAVEMENT DESIGN, SHOULD GIVE ADEQUATE ATTENTION TO CONSTRUCTION JOINT SPACING. THE FOLLOWING IS RECOMMENDED FOR E IN �333g 'k JOINTS AND SAW CUTTING � A FRICTION FACTOR OF 0.60 FOR UNWEATHERED ROCK, 0.45 FOR GRAVELS AND SANDS, 0.35 FOR INELASTIC SILTS, AND 0.30 FOR CLAYS SHOULD BE - CONTRACTION JOINTS (SAWCUTS) SHALL HAVE A MAXIMUM SPACING EACH WAY OF 30 TIMES THE THICKNESS WITH A MAXIMUM [3 O y @54 USED FOR DESIGN AGAINST A SLIDING FAILURE. AN ALLOWABLE ADHESION BETWEEN CONCRETE FOOTINGS AND CLAY PROVIDING ADDITIONAL SPACING OF 15 FEET, WITH A MAXIMUM OF 12 FEET PREFERRED. h S L ? 2 RESISTANCE AGAINST SLIDING OF 250 PSF MAY R USED F THE FOOTINGS BEAR BE CLAYS AT RI L, C IF T HIGHER ALLOWABLE SLIDING RESISTANCE VALUE IS DESIRED AND MORE INFORMATION IS KNOWN ABOUT THE BEARING MATERIAL, CONTACT EIKON FOR FURTHER -SAWCUTS SHOULD BE COMPLETED PRIOR TO THE CONCRETE TEMPERATURE DECREASING BY10 DEGREES, WHICH IS TYPICALLY RECOMMENDATIONS. IF NECESSARY, A KEY MAY BE INSTALLED TO INCREASE SLIDING RESISTANCE. A FEW HOURS AFTER PLACEMENT OF CONCRETE PREFERABLY A MAXIMUM OF 5 TO 10 HOURS AFTER PLACEMENT -EXPANSION JOINTS SHALL BE SMOOTH DOWEL JOINTS, OR DOWEL BASKETS, WITH THE PAVEMENT THICKNESS INCREASED 25%. IF s c SEISMIC DESIGN VALUE: SOIL SITE CLASS: "C" SMOOTH DOWEL JOINTS ARE USE, ONE END OF DOWELS TO BE GREASED AND CAPPED AND USE 1" EXPANSION JOINT MATERIAL IN SITE CLASS: "A" THE JOINT REDWOOD OR OTHER RIGID MATERIAL SHOULD NOT BE USED -SPACE EXPANSION JOINTS BETWEEN 80 AND 100 FEET APART AND AT LOCATIONS IN WHICH LARGE PAVEMENT SECTIONS INTERSECT THE PAVEMENT DESIGNS GIVEN IN THIS REPORT ARE BASED ON LIMITED INFORMATION AND DESIGN ASSUMPTIONS BASED ON PROJECT SMALLER SECTIONS INFORMATION PROVIDED BY THE CLIENT. THE PAVEMENT DESIGNS SHOWN BELOW ARE BASED ON THE GUIDELINES AND RECOMMENDATIONS OF -CONSTRUCTION/EXPANSION JOINTS SHOULD BE CLEANED AND SEALED WITHIN 48 HOURS OF CONCRETE PLACEMENT TO AVOID THE AMERICAN CONCRETE PAVEMENT ASSOCIATION (ACPA), AND OUR EXPERIENCE AND PROFESSIONAL OPINION. HOWEVER, THE CIVIL INFILTRATIO OF WATER, SEDIMENT, ETC FROM ENTERING THE JOINT V) ENGINEER OF RECORD OR OTHER DESIGN PROFESSIONAL RESPONSIBLE FOR PAVEMENT DESIGN, HAS THE FINAL RESPONSIBILITY FOR THE PAVEMENT DESIGN AND ALL ASSOCIATED SPECIFICATIONS FOR THE PROJECT -AVOID LONG RECTANGULAR POURS, OR POURS IN WHICH THE CONFIGURATION HAS "L" OR °T" SHAPE CAUSING THE POUR TO BE w W BASED ON THE TESTING COMPLETED ON SITE, IT IS RECOMMENDED THAT A CALIFORNIA BEARING RATIO (CBR) VALUE OF 3 WAS USED IN THE ANCHORED F- F DESIGN AND A CORRESPONDING RESILIENT MODULUS OF 4,500 PSI. ALSO, A MODULUS OF SUBGRADE REACTION (K) OF 150 PCI IS LU wA RECOMMENDED THESE ARE THE DESIGN ASSUMPTION AFTER ANTICIPATED SOIL PREPARATION. SUBGRADE STABILIZATION IS NOT REQUIRED BENEATH RIGID CONCRETE PAVEMENT. A K IL W Z IT IS UNDERSTOOD THAT CONCRETE PAVEMENT WILL BE USED FOR THIS SITE, IF FLEXIBLE PAVEMENT IS NEEDED, CONTACT THIS OFFICE FOR FOR THE SUBGRADE PREPARATION BENEATH PAVEMENT, THE FOLLOWING IS RECOMMENDED d U ( F MORE RECOMMENDATIONS -REMOVE ALL VEGETATION, ORGANIC MATERIAL OR OTHER DELETERIOUS MATERIALS. = Z U ZO W = - PERFORM ANY CUT OPERATIONS AS NEEDED AND PROOF ROLL THE PAVEMENT AREAS WITH A FULLY LOADED TANDEM AXLE DUMP O W U o0 K IF LIMESTONE BASE IS NEEDED, CRUSHED LIMESTONE BASE TO BE TXDOT ITEM 247, TYPE A, GRADE 2 OR BETTER THE MATERIAL SHALL BE TRUCK ANY AREAS WHICH RUT EXCESSIVELY OR PUMP SHALL BE UNDERCUT AND REPLACED WITH COMPACTED FILL. N W = O COMPACTED IN MAXIMUM LIFTS OF 6INCHES TO AT LEAST 98% OF ASTM D 1557 (MODIFIED PROCTOR) WITHIN +1-3 PERCENTAGE POINTS OF -PERFORM ALL FILL OPERATIONS ALL FILL SHALL BE INSTALLED IN MAXIMUM 8INCH LIFTSAND COMPACTED TO BETWEEN 95 AND ❑ W OPTIMUM. 100%OF STANDARD PROCTOR AT A MOISTURE CONTENT AT OR ABOVE OPTIMUM. 0 Z V, O of - DO NOT USE ANY SAND AS FILL UNDER THE PAVEMENT ANY IMPORTED FILL SHALL BE SIMILAR TO THE ON SITE SOILS AND APPROVED O W 0 w O BY EIKON. 4 a m o LL THE FOLLOWING TESTS SHALL BE RUN PER 5000 SQUARE FEET OR 300 LINEAR FEET Z Q ° DENSITY AND MOISTURE CONTROL O LL F0.3 \ 4 1 3 I 2 FOUNDATION DESIGN PARAMETERS AS PER THE GEOTECH REPORT PREPARED BY EIKON PROJECT# 22076, APRIL 2022 OSHA SOIL CLASSIFICATION J 0 's 's s' 's 35 W CLAY= TYPE C SOIL, EXCAVATION S z rc c rc EXCAVATIONS IN TYPE C SOILS SHOULD BE SLOPED 1 112H TO 1 V. EXCAVATIONS GREATER THAN F DEEP FOLLOW OSHA 29CFR 1926, SUBPART B p w ROCK EXCAVATION SHOULD BE SLOPED 0 75H TO 1V w 5 6 mSm "a PREPARATION OF SOILS a m o o m LL • STRIP THE SITE OF ALL VEGETATION AND REMOVE ANY REMAINING ORGANIC OR DELETERIOUS MATERIAL UNDER THE BUILDING AREA m M U c 6 z0 B • SCARIFY, REWORK AND RECOMPACT THE UPPER 12 INCHES OF THE EXPOSED SUBGRADE. THE SOILS SHOULD BE COMPACTED TO AT LEAST 93 PERCENT OF THE MAXIMUM DENSITY AS DETERMINED BY ASTM D 698 (STANDARD PROCTOR) TO AT LEAST +3 PERCENTAGE POINTS OF ITS y B .g rii - g4=_ OPTIMUM MOISTURE CONTENT. W y.' z m ,a= • ANY FILL NEEDED SHALL BE SELECT FILL. THE SELECT FILL SHALL HAVE A LIQUID LIMITLESS THAN 35 AND A PLASTICITY INDEX BETWEEN 4 AND 12. O a w: i g „g LL THE SELECT FILL SHALL BE PLACE IN MAXIMUM 8-INCH LIFTS AND COMPACTED TO A RANGE BETWEEN 95 AND 100% OF THE MAXIMUM STANDARD U P. o g: PROCTOR DENSITY AND WITHIN 3 PERCENTAGE POINTS OF ITS OPTIMUM MOISTURE CONTENT. z ai p2.2 > • PLACE A MINIMUM 10 MIL VAPOR RETARDER BENEATH ALL FLOOR SLABS THAT WILL HAVE COVERINGS SUCH AS TILE, CARPET, ETC. W F" i e w • EACH LIFT SHALL BE TESTED FOR MOISTURE CONTENT AND COMPACTION BY A TESTING LABORATORY AT A RATE OF ONE TEST PER 3,000 SQUARE FEET WITH A MINIMUM OF 3 TESTS PER LIFT. w �_ • THE MOISTURE CONTROL MEASURES GIVEN AT THE END OF THIS REPORT SHOULD BE FOLLOWED p a' w a d? ESTIMATED POTENTIAL VERTICAL MOVEMENT (PVM) = 1" TO 1 y" W PIER DESIGN PARAMETERS FOR STRUCTURES (OFFICE & PEMB) SHAFTIPIER DIMETER-MINIMUM DEPTH &DIAMETETER 10'-0" 818"W MINIMUM a ggng REQUIRED PENETRATION T-" MIN SOCKET INTO HARD LIGHT GRAY LIMESTONE ; ekga x ALLOWABLE END BEARING 30,000 POUND PER SQUARE FOOT (PSF) CAPACITY: Z ALLOWABLE SKIN FRICTION 0'-2' = 2000 P31 GT 2' = 3000 PSF 3F _ §§gg O ? pg�i org 2 PARAMETER RE -WORKED SOIL LIMESTONE 66 y r o M"gb: � 1)ALLOWABLE SOIL BEARING PRESSURE a) SPREAD OR MAT FOUNDATIONS 1,500 PSF 5,000 PSF 'S 5) STRIP FOOTINGS 1,500 PSF 5,000 PSF 33333ge° "E 2) FRICTION COEFFICIENT (SOIL TO CONCRETE) 045 N/A 3) MINIMUM FOOTING WIDTH Cy mp U a) ISOLATED 24" N/A 5)CONTIN000S 16" N/A 4) MINIMUM EMBEDMENT DEPTH 48"/26" 8" (MIN EMBEDMENT SHALLOW FOUNDATIONS (W/SOIL CONDITIONING) 60 DEPTH WHEN 2 FOOTING USED) Z W 0 2 A A H I a R W j X a s U G z2 H O� ��� J mo Z ❑ W 3: H z0 ��K 0 O LU O af D M O LL le Z W mLL N OQ FOA / 4 1 3 I 2 I \ i O O O ° m E � r Oz O zm C� ao 00 z 77 O z DDO m m m m 9 y Z om aim MOE OHO .-0 55 O HE ti m 0 0 yo I=iIDO ~ n O 'm0 A o=W O�m y�x —O mI a / a -n EIKON SITE BORE LOG MAP p BIG TOWN CONCRETE 5330 SOUTH BLUE MOUND RD FORT WORTH, TEXAS 2307BTC_RELEASED FOR REVIEW ONLY REV. F I m \ EY EINGTON EEv E N T E R P R I S E S, INC. I A a s a ' o,msWxELe�enseo sax ONLYxevlew RE ONLYI APPLIED ENGINEERING AND DESIGN SOLUTIONS C of �heeketl: TAE L D osn3rzsz3 RELEMED FOR REVIEW ONLY �i Job No.: 2307BTC 1 xx T wE Boa �" z315WExn Fu(ES DUE iO kJE BE.'l/A I e^exD hox xxvlew onl.v xaers DateDate: 01/2�Y1U23 �re®ii'z also IF o m315WFnAI FIZES DUE iO rcJE I Ellen[ ADnmwa:JM I xnS�Ei, lEiab lsosv I ell F. 681.651.W90 \ 4 I 3 I 2 BORING LOG B1 BORING LOG LB2 BORING LOG y y > y PROJECT: Big Town Conuab RaN E KO LOGTION: Fvd WvdM1, TX PROJECT: BIg Town Coneah PMM LOCATION: FwtWMM1. TX PROJECT: BDTown Cariwele PleM E K 01V LOWTION: FonWdM, TX 3 3 3 3 CLIENT: HeaNSTgb 1 V BORING TYPE: Cart. FI9M Augw CLIENT. 14 Tabor DEVBLOPIDRIGN IDELWER BORINGTYPE: Da FIIgM Auper CLIENT: Hwmw Taylor BORING TYPE FIIgM Paper DEVE�OP)DES[GNIDELNER 3 > S S S w JOB NO.: 220M DATE OF DRILLING: 4/122022 DNFlOP 1 mKoN, I DCIVD! JOB NO.: T20]e WTE OF DRILLING: N12¢y22 W JOB NO.: 220i8 WTE OF DRILLING: N12rd022 �� W a u m m Ss-sM1a: yTuba x y' c "hdby Tabs 0 Y: a sN3MwIYM Pmalrelbn X X g 6 LL e y n LL NSIaMeM Panelaevn 8 a x x% o NsmneaM PwelMtlon 5 9 1=. gy LL E r-rams core Pemo-eaon 8 ,r( g �n a ,{"p % LL W W Q TTwae Gyre Penelrativn g ,� _% a II g, B-Bay + j .p ry m F. 8 m T-Tura C Pwiwatlm B-B. gg D p p 'a E ffi p j$ E OCare t> rip >> D F U'>'i t� @ BAeya '� G .E E ry a - 3 5 X R pCveter Enwunleled ffi e m 'v @ 0 n' _ B m 1 p �/ av-wmwFneoemeraa - ffi j S LL _ owalerenmBnMred $$Ep a .6 • 8� 8 v a s @5 S & '" •s ,. J LAYER DESCRIPTION O a O 2 o e e c LAYER DESCRIPTION O m O LAYER DESCRIPTION v s OakBrown Ow - 1.0 28.2 a CI G 8 nCby 2.0 18.4 S Dalk Bmwn CMy Topsoil 1.0 31.� _ $ - 10.]5 35.] e 6 m u m LL "/f 3 10.75 2].9 20 71 51 1.7 S Tan Sheley,S My CMy wl _ 0.a/4�-_ay.3 _ S - 11.0 MA 85 999 1.3 M1 mBe IPle _ S I1.0 30d L! a 12.0 4.� S _ 11. ] t.d = $ 1.7.7 3 21i( 6 $Tan $eMY CIaY wl L.S. Pieces 2.0 iek �. I an Weetll. Limestone (HeN) 19Q O B S v: $ en B 8rywn SM1eley CMy w/ 2.5 21.4 5 Tan Wwih. LimeatwM (Hartl) _ 10.0 - B F �m n S Umesmne Piems I4.5+ 15.6 _ 9.2 - I 9.8 8ae en Werth. UmeMane (HeN) 16.6 _ 11.9 - I i1 b- W 0. 5 p _ I 13.2 io.3 mw$S cam 13.� _ 12.9 'IT 0 T'i9hl Gray LimealGnB (HaN) _ 10�iM• 12.7 �I-+(2o'y: 10 T ' ghl Gray Umesmne (Hard) t00=t? I 9.0 10 T 100�9' 10.9 - 1 uai 5 8 � 'e I Ught Grey UmeMene(Hem) - �%0: 5 1 _ 1 T 1p0=1/d• d.9 W F Z' b _ I _ Moi Bonn0: 15' 'y z E 15 T 100.1M• I 5.8 10 T 100.7" 8.8 - - W W W= ?gS End el Bering: 15' _ dW BwiW: lT _ - - _ _ ll pl. - - - z 20 I 20 - Notes: a NOGmUMweter Enwanlaed b C116 W3G d a d Notes: sNO Gro.M .,Encountered b NWw: a NOGmundwater Encountered b Dfif-by: Pnme En9l.swing SDlullvns d d MIINtl OY% Pnme Englnwnn9 Solmlens flydled by: Prima En9mesnn9 SPINIena O BORING LOG LR4 BORING LOG �B5 ease PROJECT. Bq Town CancMe PMM � �� LOGngi: FM WOM, T)( PROJECT: BIp Tam CanveN PIeM E y� LOGTION: Fat WaN, TX Ba9� � VVV 1 - CLIENT. Xwnw 0y 1 BORINGTYPE:CanGFIpMApw CLIENT ,N B Teller DEVElOPIDFSIGNIDRNER BOf11NRIUJNG Cant FIlpMAupw DSVOLOF IDIIOWNI DOLM/SR JOB NO.. 220i8 DATE OF DRIWNG: M12/2022 JOB NO.: 22018 WTE OF GRILLING: 41171M2 Le d: LNI.Rd: S-SM1BIby Tube x % S-by Tube gg x S yki� G� 8 liemxana moo Pendebmvnlm s % x 9 x rh ga E . iT�ermldad �Pambahvn i € X % € XN g p ag x W aKgSp - m gg yyp $ �,J LAYER DESCRIPTOR e LL L��55 V_ ND $ Bv.4iI�I(� �� _ 1.��2B.i • . S Ik em Clay - 2.0 25.6 a eFg4 6=; a m 30 15 26.7 S I2.0 23.6 S �F. C S 4A 919 S Ten 9halry Cley w/Umeatone - Z25 15.8 k ® 06 s e res -- 8 Tan WeaNe , Shaley Clay wl 4M 188 �� 34 21 0.0 5 � � S an W.M.Limwrone Herd I i6.5 IE6� S L9nwtone Pieces 14.9 ( ) - 2- 3 m /fan W,:. Umest w (H,M) 9.7 - 182 10 ILIgM Grey Umwtone (H,M) iD Y'�mcmy emestDne - tomv4• t2.i - 1 A I � - 1 p U3 W�� 15 T 11�114' 4.8 - Mof Bvrin9: 15' - 0 m Z 0 na er BPHng: is UU - - j p o Ov 20 Go zoo Nv a N. Gmunawaier Eranl d b Naffs: a NO Groundwater Encountered b 0 ik OO r d OrIIMd bY: Prima EnBinevdnp Solutions d W BOO OdlKtl by: Pnme En$Irwdrp BOIYBg1f m p M 4J EEI INCORPORATED PRODUCED WORKS OF EIKON, (GEOTECHNICAL REPORT) TO PREPARE THIS DRAWING AS A REQUIREMENT OF THE CITY OF FORT WORTH. F0.6 / 4 I 3 I 2 I 1 \ \ 4 I 3 I 2 BORING LOG BORING LOG yr P2 BORING LOG P3 r W JOB N0.. 22O aeon Cmvele PYM E KO OATEa L.N.-uwI W�aM, TX E \ K0 O u u w u o 0 PROJECT: Blg Tawn Convete PNm 1 LOCATION: Fart WONT, T% PROJECT: Big TP- Concmte Plant LOCATION: Fart WMM1, T% DRILLING CLIENT: Heamer Taylor BORING TYPE: CeM. FIIgMAugw W w w w w w conAll PI DUIM I D`IVR CUENT: Hemher Teybr DEVELOPI D6SIIJdI DENV4e BIX3ING TYPE: -FIDhIAuger CLIENT: HeaNw Taylor BORING TYPE: CON. FligM Augw DEVELOP I DESIGN I D ER T6 DATE w JOB NO.: ]20OF GRILLING: 1/1]/2D'12 JOB NO.: 2 6 DATE OF DRILLING: M1Y10]Y Lege- 3 Tabs g E x x!! $ aem Porebagon 9 x $ = ssenN.a dam Peretremn NSN deb Penetratlon E x x fi x by x Y x n T-Tema Cone Pe..Mm c m _a le R x c E x x J = Q x T-Tema toll¢ Peneo-anm a = yf '� m T-Teas Core Peneo-aum .Core fy A v m B-Ba9 E E E g $ s :R u B Bag i E t &ve.rEnm m.red� $ .a s E g" o �', „ waver Encounmmd m a u, 2 o S w Nr Encaunlxed $ 8= s a �' €' a e„ e S' JOyFR DpyfCmPTION !� 5 , r�1Iii77Qivmn ll..�Iii�g�t!! _ 2.0 27.2 J �pjj n��/'RIPTION a �. �Fg DESCRIPTION 3 4.5e 28.1 23 i2 49 ��' arl��/6WR(.TSjI 225 2g.1 �i � r Tel{ _ 2.0 2T.� an 8 Braun Sently, Shdey qey - 4.St ti.i 1225 25A _ 5 _ 12.0 25.5 5 „�LYreatone Places _ S 2.5 20.8 81 2285 5 I2.0 28.4 O B »s S Tan Shaley Cleyw/Llmeslane 3.5 15.6 S Tan Shaley Clay Wl Limestone 3.75 22A B j B Do orb Id 5' - 5 3 . Nds 18.7 - .S Pieces 12.25 17A Bolin „ of g: 5' d of Bodng: V z m _JE2 INM: a NOGroundwater munt Enered b esf0 1D I rZr W <gtl I O d Weise: N, Groundwater Encountered b Nobs: a NO Groundwater Encountered b W F Z. I Drilled by Prime EnglnNdrq 901YtIOnE I d d Dnfled by: Prime Engineering Salulians Dd/ledby: Pdma Engineering SdulbnajV WaaE < 0- „lea ti _q a bees F9 jig 6 6 g BORING LOG P4 BORING LOG F5 SWELL TEST RESULTS �eao E KOiV E j K-O�V E K�v �;'Yq -- - PROTECT: Gig Tarn Coneeb Plant LOCATION: Fort Warts, TX PROJECT: BIg Town Con-PleM LOCATION: Fan Wmh, TX PROJECT: B Town LOCATION: FOd WOrm,TX O ¢ - CDENT:HeMhaTeylor BORmG TYPE'. Conl. Fllgnl Auger RING CLIENT: Hod-Teylar BOTYPE: Cant Ri Connote Plant "r yFb O D£VELOPIDESIGNIDELIVER DEVl4OPI Dg81gN IDiLNR1 dd Auger gu�ka I- JOBN0.:220M DATE OF DRILLING. 4H22a22 CLIENT: HeaUar Taylor BORING TYPE: Cord. FII9MAuger �`ab=ye I E JOB ND.: 220i6 DATE OF DRILDNG: 4I1212022 'j b:E4 � Legend: x = JOB NO.: 22076 DATE OF DRILLING: 4fl22022 5' N y SShelhy Tuhe x - Legmd. a x a V �N IL O QQ NSlendaN Peneeatlm � x x 9 ; ae n SSnelby Tuhe ye w I Bodng WPN InNIaI MOISWre FInal NolsNn Applied PraNun, I'.B4 dG: E C IT. -Core Pwwb. n -� � � E a a Nsanaam Panao-anan � � x x � � �� �' 4 @ v S-Saps A a E F qq o f x j a T-Tess Cone Perelmtlm 8a - -_ x fr g B x Number fen COMeM, X COMeM, % Pelf Ver8eaJ&well, % 5 o m C 3 a 'U ; @ &Ba9 J 3 5 B1 1-2 2].3 32.3 N 1.7 6 C B e m V-WaterErcounmred - 6 g e, ¢ y �E _ m Clare _ - .�' F 3 B2 2-3 23.7 24.5 192 1.4 TG: �m..0 5 - 8 o m 0-Waver Enwunleretl - @ '= s 'E m a - @ B3 2-3 35.3 37.9 182 1.3=ag ; y «d m fi !m i - -`w I� s A B4 3-0 16.6 19.7 2B9 g.0 V1 O J 9 rk`�fduli l.�Tf RIPTION = I1.5 28.0 e = 5 arl�i(/$IG11 �.`15�RIPTON dg 2.0 28.1 'Indicates parfially dried sample bsimulab dmughl cantligona S IO.75 25.0 S 1.5 29.2 •,,,, S Tang Broom Shaley Clay wl _ 0.25 22.� �cs- S an Wealh. 3haley Cbyw/ 20.5 SWELL TEST PROCEDURE: 8 ' S Limemone Pieces 14.d mesbne pierna A 3/d" Ihkk sample is a4 irNO a 212" tllametar cor15Nng rirg. The appliatl preaeure mproducas Me wagM M Me odgilud ll 0 M Bodng: 5' _ I 5 ;;� soil above tlra sample. Wafer eMem through aporous simeungl the sample is fully swdlen. 0 Ug LL' A _ I of Bodng: S A ' J W Z VJ I _ a _ 1 m aiSOW o 70 I ZW~ INgb.: a No Gmuntlwater Encounbretl b 70 O ~ Q J ~ J ID K e 0 INebe: a NO GmurXAvater Encountered b W W �= 0 I pflbdby: Prime Erlpirwaraq 8elu5aw H Ddlledby: Pdme Englnaedng Solutlone d K J O ~ co W ~ O 16 Z a0pO X e6 W EEI INCORPORATED PRODUCED WORKS OF EIKON, (GEOTECHNICAL REPORT) TO PREPARE THIS DRAWING AS A REQUIREMENT OF THE CITY OF FORT WORTH. F0.7 / 4 I 3 I 2 I 1 \ \_ 4 I 3 1 2 LIGHT POLE (SEE ( 0 F12.X FOR DETAILS) Q a ELEV=682.98 T/CP PUMP PAD CEMGO BATCH PLANT / (SEE F4.13 Q =W O �' o 77[��SS 55gg 4ggFy}"3j�0 E=13Aid2'2.2342 FOR DETAILSjV4 w 0 a o mop ESCAPE LARDER (SEE 54.X FOR REfaLs) / /I �� O CLARIFIED PIT MAINTENANCE 0ACCy i�-f 1 � .T FOR EDETAILS) SS RAMP (SEE F9.X / T/cP ® ELEv=s6a.00 1 CLARIFIED PIT/ T/W (SEE F9.X-41 If/ SUMP PIT FOR DETAILS �"'i e 6 $ 24" TALL PIPE SAFETY /FFE=668.00Ir__i �lj i a m u m oY RAIL SYSTEM (SEE / / (SEE F4.14 nFI FV=677.00 / �' m- - - - - - - - 54.% FOR DETAILS) /FOR DETAILS) v T/CP 0 CLARIFIED PIT i 3 B` 8u. 9,, I! 7 y zl ssa ELEV=680.80 am I ELEV=686.OD / 5._6" LONG PRIMARY......................:..�. 9 OVERFLOW WEIR W/6"OID T / 1• ' ( y� (y m g / / PIPE F/LINE 0 ELEV=675.50 / �THOMAS A. EYEINGTON, 9093.1........ a� - _90,0 :Z/CENSt'' pq THOMAS A, EYEINGTON, JR. ELECTRONIC SEAL DATE; 09/26/2023 4„l EYEINGTON ENRERPRISES, INC. Q s S= F-8189 r 12' TALL WOOD i WATER VAULT /=683.0a ��✓'// / / FENCE (SEE LD2.% T/W <� FOR DETAILS) &ELEV=6 T/Cp / h=k 3o N=7004109.705@ 1 /TOP �F FtlOTING E=2344158.6666E / J / --�f% �•,! _ - - _ _ _ _ _ / THICKENED CONC i 1@6a L ' TW=s6s.Do i� FI7=672_00 i �' FOOTING (SEE DETAILS) Z peFe4 P. TOP OF FLOOkZ J l'fir _I: oELAN w'' /� i' / �/ Q .8"0 STEEL BOLLARD e o W12 EMBEDDED ELEV=fi82.41 / /• -BEAM T/CP / / J`/I 18" TALL CONCRETE of �_''� .�-t' LEVEL SPREADER W 4"0 COLUMN "D" N=70a3884.67041 / = 1.4 _ - / - TOP OF WALL ELEVATION = 683.00 iay c • •? « FOR OH WATER .` /_`_- WEEP HOLES 0 4'-O"OC ® y� ELEV=682.30 E=2343889.58662 / 5'-6" LONG /-�'-�/ (SEE F1O.X FOR DETAILS) 7 3 41 T/CP ,___.�---- / EMERGENCY / _„ `` -TOP OFWALL ELEVATION =686.00w ° / OVERFLOW WEIR iOVERFLOW & EMERGENCY IL It - -- ` -- - ------------ OVERFLOW LOCATIONS z _ --V!s 0 0 ELEv=67FOD-4x8 GABION LIMESTONE @ 12" THICK r o I ELEV=68fi.00 TOP OF FLOORS Q W 0 ; p I EV=fi72.00 TOP OF VEHICULAR J / A Z I I TOP OF FLOOR BARRIER WALL / 18" THICK GROUTED RIPRAP WELL 0 a 0 U) / GRADED 12" MIN 0 STONE WITH Top o�RiOpQ LOT a, BLOCK 33 i : MIRAFI HP SERIES FABRIC w L) r --- / MARK IV BUSINESS PARK INTERIOR WALL -_.-- / 4 -TOP OF_ _ _ _ CAB. B, PG. 81 DOTING i I E,�t -� 7_.OD -. / \ . .T. TOP DFLGO� _ _ _ _ _ NOTES: Y z m F P.R.T C �---------------- __a . . . 1. TOP OF CONTAINMENT PIT FLOOR 672.00 rn ono .. ` N=7o((��''jj599.yyjj��1jj�� 2. SET EDGE OF WALL±6" OFF OF PROPERTY LINE r r 0 i - - -, -- "-' - - E=2344637.65d17 0 "-------"'-" � AND ELECTRICAL EASEMENT • DO NOT a m rn � v ---- � ENCROACH ON PROPERTY LINE OR EASEMENT. � ,°', 0 --------- CHANNEL ❑ (SEE c9.x FOR DETAILS) SURVEY AS REQUIRED FOR PROPER LAYOUT. LL PROPERTY LINE_ _�.���� CALLED 2.410 ACRES 3. REFER TO STRUCTURAL SECTIONS FOR g N=7003497.81996 _ BRUCKNER TRUCK SALES INC. E=23=315=-_--._---����055�:�6�39��-�� LOT AtV BUSINESS BLOCK 33 VOL D.R.T.C.T. PG. 83 HANDRAIL, LADCONCRETE NO ES BOLLARDS. MARK CLARIFIED PIT SYSTEM CABINET BUS AGES 19 OK D.R.T.c.r. 4. SEE CONCRETE NOTES F0.1 TO F0.7 V EEL LOCATION PLAN P.R.T.C.T. 5. ALL WSEL AND GRADES AS PER KJE DS-22.0079 SCALE: US' =1.' Y DATED 09/26/23 (WORK PRODUCT KJE'S) F4.0 / 4 I 3 I 2 1 \ 4 r CEMCO HATCH PLANT 71 ?/ I '\ i B , i �Z.—. \ (( I WATER VAULT BOAT RAMP PIT SETTLING SYSTEM (SEE F3.X OR DETAILS) I 3 I " CI s1R/F/ 7-H AN0 W< Q x 7J I ku tv / / I s^ IFFE S6&OO % 3.16.. %/ 3,- 0 d (SEE F4.14 8' FOR DETAILS) j3 / 3• m / / J2'-7. o i 1 i 38'-T. 01 / H'AT ER I ,. / . Ro 6" THICK CONC FLOOR o? 0 12bCEW zi ,4 7 _ ,_` , . JAa 77 CLARIFIED 61'-7 1/2" 3 W12 EMBEDDED I -BEAM 1•-a" COLUMN D" 4.1 F4 // / / �y ry �� o 4- FOR OH WATER / / U 62'-1 1/4" 8 n / W .... r F A D_ Ld F. - I i I o c 6" THIC� /'ONC LOT 4, BLOCK 33 4 ® 12 OCEW W �- I 112'-9" — '.° �MARK N BUSINESS PARK 3 I . I —--------- ---- / CAB. B, PG. 814 --------" Y-------- ELEV Bt -- — — 82'-8" TO MATCH LINE 81'-2" TO MATCH LINE ez 64'-0" TO MATCH UNE t­� IFa.l Fa nne CHANNEL D (SEE C9.% FOR OETAILS) 1 F,.1 F PROPERTY UN � t LOT Al A2A-1, BLOCK 33 CLARIFIED PIT �eNETK IV BuSPACE 1960 ARK CLARIFIED PIT SOUTH WALL EM- P.R.T.C.T. — SYSTEM KEY MAP SCALE: VW- V 4 I 3 1 3 n cx N Fe.l F TALL WOOD FENCE (SEE LD2.X FOR DETAILS) U w rj W f W a a 16'-3 3/4 IS' TALL CONCRETE LEVEL SPREADER W/ 4"0 WEEP HOLES 0 4'-0"OC (SEE F10.X FOR DETAILS) CALLED 2,410 ACRES BRUCKNER TRUCK SALES INC. VOL 1298. PG. 83 D.R.7.C.T. 2 I 1 THOMAS A. EYEINGTON, JR. ................................ ;. 90931 THOMASA, EYEINGTON, JR. ELECTRONIC SEAL DATE: 09/26/2023 EYEINOTON ENTERPRISES, INC. F-8189 0 SE�r rogo B wH a 2: V i oG�t �-LL — W W W H P .J k w z W a a= r Wa IQ mG C k y aav ! — — — - THICKENED CONC FOOTING (SEE DETAILS) O 8"0 STEEL BOLLARD Q- 1915 L'z" s' ® -TOP OF WALL ELEVATION = 683.00 ; g�2¢`$ c x oo m ® - TOP OF WALL ELEVATION = 686.00 _cow o ® - OVERFLOW & EMERGENCY OVERFLOW LOCATIONS Q - 4x8 GABION LIMESTONE @ 12" THICK } o A Y 18" THICK GROUTED RIPRAP WELL Lu n GRADED 12" MIN 0 STONE WITH LU z � MIRAFI HP SERIES FABRIC > 0 -, � NOTES: (o z m F 1. TOP OF CONTAINMENT PIT FLOOR = 672.00 ~ ILI.- 3 = 0 1- tr 2. SET EDGE OF WALL ±6" OFF OF PROPERTY LINE p 3 AND ELECTRICAL EASEMENT . DO NOT W m I- ENCROACH ON PROPERTY LINE OR EASEMENT. 90 SURVEY AS REQUIRED FOR PROPER LAYOUT. g 3. REFER TO STRUCTURAL SECTIONS FOR U HANDRAIL, LADDER AND BOLLARDS. 4. SEE CONCRETE NOTES FOA TO FO.7 5. ALL WSEL AND GRADES AS PER KJE DS-22.0079 DATED 09/26/23 (WORK PRODUCT KJE'S) F4.1 1 \ 10 B La 4 1 3 1 22,-11 3 4" 12'-0" WIDE CLARIFIED PIT V / t 3'-4" MAINTENANCE ACCESS RAMP 15'-6" 7'-5 3/4" v ELEV=696.50 12WOOD FENCE (SEE_- ^ TOP OF ACCESS RAMP OUTER LD2.X FOR DETAILS) WALL (SEE F9.X FOR DETAILS) -------- ^ ELEV=686.50 TOP OF ACCESS RAMP INNER WALL (SEE F9.X FOR DETAILS) 1 3'-4" 13'-6 3/4" 3-300 WATT POLE MOUNT 4 ���LED TV3 SAYLRE SQUARE LIGHT BULLHORN (SEE E7.7 FOR DETAIL/ AREA LIGHTS (SEE E7.4 FOR DETAILS) SAYLIGHT STRAIGHT SQUARE NON -TAPERED STEEL SERIES SPS LIGHT STANDARD MODEL NO. SPS3057 5x5x7GA 30' TALL LIGHT POLE (SEE E7.7 FOR DETAILS) IV-11 3/4" 24"0 PIER (SEE ESCAPE LADDER BEYOND F12.1 FOR DETAILS) (SEE S4.X FOR DETAILS) SEE P3.8 FOR CLARIFIED PUMP DETAILS 24" TALL PIPE SAFETY RAIL SYSTEM (SEE S4.X FOR DETAILS) _PUMP PAD (SEE F4.13 FOR DETAILS) � #4 "U's" 0 12"OC I I f l TOP OF NORTH WALL ELEV=684.00 !� ^ ELEV=684.00 Y\ II1y T/W (BEYOND) ll VT/W (BEYOND) #4 "U's" 0 12"OC� ` #6IICONTINI0005L1 g^ e- THROUGH CURB ELEV=686.00 LEV=683.00 \ tO V1 OP OF SOUTH \ °0 TOP OF WALL (BEYOND) CHANNEL C (SEE EAST WALL I F8.X FOR DETAILS) II III ull II I REFER TO F9.X FOR MAINTENANCE I•II II u I( II 1 ACCESS RAMP DETAILS,• 2 MATS HORIZ 5 ® 12"OC REFER TO F9.X FOR LEV=681.40 # •II III II II MAINTENANCE ACCESS C 2 MATS VERT #6 0 12-OC II II �/ RAMP DETAILS t00YR WSEL =6754 •II 11' II II C" 1 EX. GRADE ` LJ LJ `, S_0, 6" 12." 011 �_63 V-11 3/4" < „ ELEV=678.80_� , ELEV=675.65 �/ 5YR WSEL FOP OF FLOOR AAELEV=677.58 ELEV=676.99s 18" THICK WALL V 1YR WSEL , T/W AT FACE: 1 MAT HORIZ #6 0 12'bC 1 MAT VERT #8 0 12"OC ' WATER FACE: 18" TALL x 6' THIC ( CONCRETE 1 MAT #6 012"OCEW ' LEVEL SPREADER W/ 4.0 WEEP B. HOLES 0 4'-0"OC (SEE F70.% REFER TO F9.X FOR MAINTENANCE 7FOR DETAILS' ACCESS RAM ETAILS CIARIF EDPP® #4 "U " 0 12"OC Y 'IF - A If Jf 3'-6- 5'-0" SOIL CONDITIONING/ 81 -V AS PER C5.5 - 6" MUD SLAB A 1,000 PSI 0 28 DAYS BOTTOM OF F4.1 F4.2 C FOOTING 0 \ / SCC LARIFIED PIT SYSTEM NORTH ELEVATION CLARIFIED PIT # TOP OF A NORTH WALL - 1 0 r#5 ACI HOOK (TYP) #5 ACI HOOK W/32^ TIC X AN O.C. 3OIN ASPHALTIC EXPANSION JOINT FULL HEIGHT SEAL W/ SIKAFLEX SELF -LEVELING CAULK _ 18" THICK WALL TUENARI DACKFILL FACEE: FULL HEIGHT DOWELS- 1 MAT HORIZ #6 0 12"OC 1 MAT VERT #8 0 12"OC #5 W/60"DAL 0 12_OC BETWEEN VERTS WATER FACE: 1 MAT #6 012"OCEW 1 MAT #6 0 12"OCEW- 8'-0" 6" 5'-0" WW O4 2 MATS #6 0 12"OCEW ¢ 0 FOOTING I BARRIER WALL (BEYOND) 45 W/60"OAL 0 12"OC BETWEEN VERT BARS T/CP 8" THICK REINFORCED CONCRETE PAVEMENT I(SEE F11.X FOR DETAILS) ' 2'-0" SELECT FILL CAP -(COMPACTION AS PER GEOTECH REPORT) I1 I A I II I /1 I/� ELEV=668.00 uT/CP 0 SUMP 3 6^ PIT - (BEYOND) ) I L_ _ --- -- __-�__-�--��AFFY_,�"ss_----��••• ELEV=668.00 Vi3OTTOM OF CONC _ _ 6" THICK SUMP WALL� 0 SUMP PIT FLOOR (BEYOND) 1 MAT #4 0 12-OCEW V-O" MIN FREE DRAINING GRANULAR FILL CONSISTING OF CLEAN 1/2" TO 3/4" ~DRAIN ROCK W/ LESS THAN 10R FINER THAN #200 SIEVE SIZE 1 MAT HORIZ #6 0 12"OC 1 MAT VERT #8 0 12.00 3 -0• .. 3 6"# C 0 12"OC p• _KEYWAY W/ WATERSTOP TYP MAT #4 0 12.00EW (REFERENCE ONLY - SEE DETAIL 1) 20 Qo A n J OogH U, pwF d J U J Z co w a 01 O Ix w mNof g V Z O 2 F #, 4•(MIN) OF 11/2" CRISHED LIMESTONE /^"^^ mHOLD CLOUD GENERAL NOTES R. 8" COMPACTED EXISTING SUBGRADE T/W = TOP OF WALL 7. REFER TO F0.1 TO F0.7 FOR ALL CONCRETE GENERAL NOTES 71-L T/CP = TOP OF CONCRETE PAVEMENT 2. ALL WALLS AND FOOTING TO BE POURED WITH BTC HIGH UNDISTURBED SOIL BACKFILL AS PER GEOTECH REPORT (SEE C5.6 FOR DETAILS) EARLY MIX DESIGN (5000PSI@3 DAYS) 4.8 GABION LIMESTONE @12•THICK -� -DARK BROWN CLAY W/ LIMESTONE PIECES (PER GEOTECH REPORT 3. ALL LAP SPLICES AND DEVELOPMENT LENGTH TO BE 40 BAR DIAMETERS (MIN) OR AS NOTED FOR BORE #K)0-4 FT BELOW EXISTING GRADE (DEPTH VARIES) 4. ALL COVER TO BE 2.0 INCHES(UNO) - - ' 18' THICK IN O RIPRAP WELL GRAOED I7 MIN 95TONE WITH - LIMESTONE HIGHLY TO COMPLETELY 5. CONCRETE FINISHING CONTRACTOR TO BLEND CONCRETE THOMASA. EYE/NGTON, JR ----- MIRAFI HP SERIES FABRIC Ir I WEATHERED, TAN, VERY SOFT TO SOFT ELECTRONIC SEAL DATE: Oe/28/2023 SURFACE AT VARYING RAMP SLOPES (TYP ALL PLACES) EYEINGTON F_8189 RIB ES, INC. 5.80Z HD POLYPROPYLENE WEED lJ TAN WEATHERED LIMESTONE (HARD), BEARING CAPACITY 6. ALL WSEL AND GRADES AS PER KJE DS-22-0079 DATED F-8188 C BARRIER LANDSCAPE FABRIC �� OF 750UPSF (PER GEOTECH REPORT FOR BORE #5) 09126123 (WORK PRODUCT KJE'S) F4.2 4 I 3 I 2 1 1 BOAT RAMP PIT SETTLING SYSTEM (SEE F3.X FOR DETAILS) 1'-4" 64'-0' TO,MATCH LINE 62'-8' TO,MATCH LINE I I I 1 !I II II 12WOOD FENCE (SEE ' I !' !I 4 I ! ' I II ! li jl !I I I• LD2.x FOR DETAILS) ,. IIIII �L�J.._...__L' fNEARI -.BACKFILL MAT HORIZ #6 0 12.00 1 MAT VERT #8 0 12"C /� ELEV=68600 ! #5 W/60"DAL ® 12"OCOBETWEEN VERTS vTOP OF VEHICULAR WATER FACE: BARRIER WALL 1 MAT #6 01z-OCEw T� (BEYOND) _ FI F TOP OFSOUTH WALL —_ IIII 0 BOAT RAMPS ELEV-682 30 #4 'U's" 0 12"OC ELEV 682 30 - /cP ` T/CP (BEYON j ELEV=683.00 /7♦ t TOP OF TOP OF INTERIOfi J 1 i 1 ti - -yI -� SOUTH WALL f jl-y - .,.,: WALL (BEYOND) _. .• ~. --f - -. - ! L ( .I -c; ELEV=68200 + I ELEV=6B7.40� 'I ,Y I: BOTTOM OF OVERFLOW 100YR WSEL .I NOTCH (BEYOND) 1 I „ I 'I -- ^ELEV=-•678.00 FULL HEIGHT II i 't VI OP OF GRADE DOWELS -�(NEAR) FOR CHANNEL D �` tR" THICK wAII -� 0 SOUTH WALL - ^ �J }�/ VPyIFS 2 MATS #5 HORIZ 0 12"OC VALUNG' TOV OF _ cI 2 MATS #6 VERT 0 12"OC .. 9 SYR W11811 FLOOR 0 FAST - BOAT RAMP MATS #5 HORIZ 0 12"OC 2 MATS #6 VERT 0 12"OC 3 3 /ELEV=67EL • - - 1YR WSEL V n F F -•t ` ' `INSTALL 2 SETS OF #5 L'S "I REFER TO F3.X ® 12"OC FOR 2ND POUR �g• , FOR BOAT RAMP. COALED ON PIT SYSTEMDETAILS E-7200 2 MATS EW Im LL T/CP 0 .7yll IIIM' ®1z"ocEw 0 FOOTING CLARIFIED PR ro I • I A #4 .U,s" 12' 0 12"OC 14'17 THOMAS A. EYEINGTOAG JR. ELECTRONIC SEAL DATE: 09262023 EYEINGTON ENTERPRISES, INC. F-B1B9 f ' 3,-0" 1. �6" SOIL ONING� AS PER AS PER C5.5 MUD SLAB PSI 0 28 DAYS 670.33 BOTTOM OF KEYWAY W/ WATERSTOP (REFERENCE ONLY - SEE DETAIL 1) B7 1,000 0 CLARIFIEDPIT Fa.) F4 a CLARIFIED PIT SYSTEM SOUTH ELEVATION SCALE: 1/Y = V 4" (MIN) OF 1 12" CRUSHED LIMESTONE ==HOLD CLOUD B" COMPACTED EXISTING SUBGRADE TM = TOP OF WALL T/CP = TOP OF CONCRETE PAVEMENT UNDISTURBED SOIL II I I I I I BACKFILL AS PER GEOTECH REPORT (SEE C5S FOR DETAILS) 4%8GABION LIMESTONE@ 12•THICK DARK BROWN YLIMESTONE (PERGEOTECH REPORT - 1 W THICK GROUTED RIPRAP WELL ✓ ,FOR BORE #5)0-4 FTEWLEXISTING GRADE(DEPTHVARES) GRADED 12- MIN O STONE WITH LIMESTONE: HIGHLY TO COMPLETELY r MIRAFI HP SERIES FABRIC I WEATHERED, TAN, VERY SOFT TO SOFT 5.80Z HD POLYPROPYLENE WED ��7--�� TAN WEATHERED LIMESTONE (HARD), BEARING CAPACITY C BARRIER LANDSCAPE FABRIC "I� OF 7500PSF (PER GEOTECH REPORT FOR BORE #5) 3 r 2 F4` F4. I 'I I I ' 5 74 10 I n ELEV-6824 T/CPLL (BEYOND) W 2 I J 2 ! I I I j ( j j IIj j j I jI ( 0 .. LL 1. id Bs"s�"s?i aSSa"��S '�eva�e iamwo LL_ t G7M o6� �m ZW Ulu — >w gi a'zW��� ; m _O o A LU H ~ W Z r> won D) J 02 lu p Iu r a J p 0 J Z CO - GENERAL NOTES LU Q 3 x Of 1. REFER TO F0.1 TO FO.7 FOR ALL CONCRETE GENERAL NOTES � _ 0 =O 0 2. ALL WALLS AND FOOTING TO BE POURED WITH BTC HIGH ? mLD EARLY MIX DESIGN (5000PSI @ 3 DAYS) „� p 3. ALL LAP SPLICES AND DEVELOPMENT LENGTH TO BE 40 BAR L) 0 Iii LL DIAMETERS (MIN) OR AS NOTED 4. ALL COVER TO BE 2.0INCHES (UNO) 5. CONCRETE FINISHING CONTRACTOR TO BLEND CONCRETE SURFACE AT VARYING RAMP SLOPES (TYP ALL PLACES) 6. ALL WSEL AND GRADES AS PER KJE DS-22-0079 DATED 09/26/23 (WORK PRODUCT KJE'S) I 1 F4.3a 31 A /THOMAS A EYEINGTON, JR./ 90931 , l`%,"O IL THOMASA. EYEDfGTON, JR. ELECTRONIC SEAL DATE: 0926P=3 EYEINGTON ENTERPRISES, INC. FA189 4 I 3 1 2 1 + z 0 R0��;� 16'-3 3/4" (SKEWED VIEW) ; o o 51'-2' TO ,MATCH LINE w 5. - ----- �I SKEWED VIEW w w N ^ N ff I� i DIMENSIONS NOT TO S z n 12 WOOD FENCE (SEE f I 8 b 8 5 6 = I i z.X FOR DETAILS) SCALE IN THIS AREA u = a m o c II f I18" THI .I) WP (I�FARI F [BEYOND (SEE SEEE54AXE ORR DETAILS) I ESCAPE LADDER BEYOND I N z m $m (SEE S4,X FOR DETAILS) TY AIL 1 MAT HORIZ6 0 ',2 0C ( B 1 MAT VERT #8 0 12 OC ELEV=686.00 #5. W/60"OAL ® 12'OC BETNEEN VERTS OP OF VIER WALL ( — ) II it Z m� 2 'Sa BARRIER WALL CLARIFIED PUMPS BEYOND I Q i MAT /j6 012"OCEW sir) sir. sir. , ', I� ' I (SEE SEE P3.8 FOR DETAILS)! F a m 9E� IIII ----�� kl II III III III _ III III III III III III —�� � �� _,-I z•^••i'all �s _ 1 [� ELEV=662 55 #3 "U's" 0 12 0l 25 -6 �_.-......' i� we P (BEYOND) FLEV 683.00 vT/C= { BOUTOPT�FWALL... EL =6829 TOP OF EAST-6 - DO B. " 5' 0' Yj T/OF (BEYOND) WALL (BEYOND) — —jr — I /ELEV=682.00 &{� 100YR OUSEL ELEV 681.40 X �1BOTi0M OF EMERGENCY 'g:O SPILLWAY WEIR OPENING ELEV=fi75.69 ELEV==6773a J (BEYOND) &YOP OF GRADE �`,� ° x 2 MATS 5 HORIZ ® 12"OC TOP OF GRADE v I FOR CHANNEL C - '�g3 Q„z FOR CHANNEL D �E LEV=678.80 c; I EV_ n 2 MATS #6 VERT ® 12"OC 0 SOUTH WALL r/ SYR WSEL _ FI 6 '�, I ;J ( a / TUP DF GRADE FORB3p 3S 3 3 LEV=677.58 a F. / CHANNEL D 0 END 1YR WSEL W' ,. OF SOUTH WALL wk ao �z g E p- a .I 2 MATS #5 HORIZ ® 12"OC ' , _ 1 �1� ��—� �—) �� ( (�I �— ~ -Oi 2 MATS jg6 VERT ® 12"OC j :'. I III C �e �O &ELEV_ wW 55 7 I > O T/CP ® 12"OCEW 2 MATS �6 ® FULL HEIGHT DOWELS ® FOING '' I ;?e' ~ • 2: `�-v CLARIFIED PIT I �m ^a w s'' iaw9a PIT 6" MUD SLAB, 3'-0- 1'-6" no PER C5.5 1.000 PSI 0 28 DAYS B2 a -o F� �sb CLARIFIED PIT SYSTEM SOUTH ELEVATION SCALE 12' =1'-0- 4- (MIN) OF 1 11T CRASHED LIMESTONE 8- COMPACTED EXISTING SUBGRADE UNDISTURBEDSOIL 4.8 GABION LIMESTONE @ 12-THICK: - --, . 18' THICK GROUTED RIPRAP WELL GRADED IT MIN O STONE WITH ' MIRAFI HP SERIES FABRIC C 5.8OZ HD POLYPROPYLENE WEED BARRIER LANDSCAPE FABRIC 3 _ CONDITIONING v , 12' 12"OC 1y 14' WATERSTOP ONLY - SEE DETAIL 1) m O K o A N Q W Z r 7 81 QNQ N Lu C)�X �w owF a� (371 O J z Do W Q 3imK �_ F 3 0 g0 m;0 UU) N� =HOLD CLOUD GENERAL NOTES TAN = TOP OF WALL 1. REFER TO FO.1 TO FO.7 FOR ALL CONCRETE GENERAL NOTES TJCP = TOP OF CONCRETE PAVEMENT 2. ALL WALLS AND FOOTING TO BE POURED WITH BTC HIGH BACKFILL AS PER GEOTECH REPORT(SEE CS.5 FOR DETAILS) EARLY MIX DESIGN (50OOPSI@3 DAYS) 3, ALL LAP SPLICES AND DEVELOPMENT LENGTH TO BE 40 BAR I'/ DARK BROWN CLAY W/ LIMESTONE PIECES GEOTECH RE PORT DIAMETERS (MIN) OR AS NOTED IV/ /k/FOR BORE #5) 04 FT BELOW EXISTING GRAM (DEPTH VARIES) J 4. ALL COVER TO BE2.OINCHES (UNO) -LIMESTONE: HIGHLYTOCOMPLETELY 5. CONCRETE FINISHING CONTRACTOR TO BLEND CONCRETE WEATHERED, TAN, VERY SOFT TO SOFT SURFACE AT VARYING RAMP SLOPES (TYP ALL PLACES) iJ TAN WEATHERED LIMESTONE (HARD), BEARING CAPACITY 6. ALL WSEL AND GRADES AS PER KJE DS-22-0079 DATED OF 750OPSF(PER GEOTECH REPORTFOR BORE#5) 09126123(WORK PRODUCT KJE'S) r 2 I 1 F4.3b R12'-7 1/2" 20'-11 7/8" - 7— 1" T t I it I III ,I I � II I I ELEV=F .00 l TOP of souTH 7 U 0 12OC I WALL (BEYOND) II I , li I __.__--"-------_--� i _--_— _— J ;! • ` - 100VR WSEL V' I !, f C7 ELEV=681.ELN^ CHANNEL D (SEE C8.X FOR DETAILS) FULL HEIGHT DOWELS , I a ELEV=678.80& SYR WSEL E =67 .4 EX. GRADE V ELEV=677.58, I '.-- 1YR WSEL ELF EV=675FLOOR 6-1O �OP • (I 2 MATS t5 HORIZ 0 12"OC 2 MATS t6 VERT 0 12"OC III I�,I��). f �•� II A t4C 0412"OC 7-7" 2' �E 0 F TF�, ill i g�P"•• ''•qs �� .... THOMAS A EYEINGTON, A. JR ............................... tt •o': 90931 � TIIOMASA. EYE/NGTON, JR ELECTRONIC SEAL DATE: "26MM EYEINGTON ENTERPRISES, INC. F-8189 / 4 1 KEYWAY W/ WATERSTOP (REFERENCE ONLY - SEE DETAIL 1) 3 I 2 a o>>>> Ga.4a Fa. JI � 61'-8 7/8" T,Q MATCH LINE O 5 s 25'-6" EMERGENCY SPILLWAY WEIR OPENING 15'-3" TO MATCH LINE o IEIyy EMERGENCY WEIR CL IS 89'-0 FROM INSIDE CORNER o 8 6 $ $ OF WALLS 0 NORTHEAST CORNER OF CLARIFIED PIT I zl LI_...i,i....._L- F- - ._v_. 'C"FFILHL�R _ _1 MAT T VERT 86® 1z�oOC �, I ly L. " rz. i THIC Af I (NFARI �. I I AC _ _ t r-. =G .. B gg it 24" TALL PIPE SAFETY RAIL SYSTEM # '�88 g5 W/60"CAL 0 12"OC BETWEEN VERTS I I ELEV 686.00 W o a g BEYOND (SEE S4 X FOR DETAILS) I. WATER FACE TOP OF VEHICULAR Z rn ms ®^y 1 MAT $6 012"OCEW BARRIER WALL 0 M Oy iN (BEYOND) III A--. -=� -- - - - - - - - -- - -_ -- _ ` ..- - f ELEV 682.55 L V CP (BEYOND) TOT WALL - EAS wiw e 1 _ W a o — — — — t 7'-9" 5'-0" 15'-6" 5' I - 14 J 80 EM F ERGENCY 1 SPILLWAY WEIR OPENING 3, ¢ 18" THICK WALL (X.71 3 2 MATS t5 HORIZ 0 120C Iv >b ( FF 2 MATS #6 VERT 0 12"0C 3� o I I [i oboe m W� i 2 MATS tB w rj T/CP 0 I 0 12"OCEW o CLARIFIED PR I 0 FOOTING - - _ _______ I. . . . . . . . . :. �. - .MUD ..... r ...... r .. `� <�SOIL ,CONDITIONING 6" SLAB gO;pMQ OF 1.000 PSI 0 28 DAYS AS PER C5 5. FOOTING 0 C7 CLARIFIED PIT F4 1 14 40 4- (MIN) OF 1 11r CRUSHED LIMESTONE S' COMPACTED EXISTING SUBGRADE UNDISTURBED SOIL 4.8 GABION LIMESTONE @ 12' THICK: 18' THICK GROUTED RIPRAP WELL GRADED 12- MIN 0 STONE WITH MIRAFI HP SERIES FABRIC C- 5.80Z HD POLYPROPYLENE WEED BARRIER LANDSCAPE FABRIC 3 f CLARIFIED PIT SYSTEM EAST ELEVATION SCALE: 1/T =1'-0' ^�=HOLD CLODD T/W = TOP OF WALL TICP = TOP OF CONCRETE PAVEMENT (1ilII f I�- BACKFILL ASPER GEOTECH REPORT (SEE C5.5 FOR DETAILS) DARK BROWN Y FOR BORE 95) 0-0 FTBELOW EXISTING NGRADE PIECESPPORT (DEPTH VARIES) (, -LIMESTONE: HIGHLY TO COMPLETELY WEATHERED, TAN, VERY SOFT TO SOFT - TAN WEATHERED LIMESTONE (HARD). BEARING CAPACITY OF 7500PSF (PER GEOTECH REPORT FOR BORE #I I 2 GENERAL NOTES 1. REFER TO FOA TO FO.7 FOR ALL CONCRETE GENERAL NOTES 2. ALL WALLS AND FOOTING TO BE POURED WITH BTC HIGH EARLY MIX DESIGN (5000PSI @ 3 DAYS) 3. ALL LAP SPLICES AND DEVELOPMENT LENGTH TO BE 40 BAR DIAMETERS (MIN) OR AS NOTED 4. ALL COVER TO BE 2.0INCHES (UNO) 5. CONCRETE FINISHING CONTRACTOR TO BLEND CONCRETE SURFACE AT VARYING RAMP SLOPES (TYP ALL PLACES) 6. ALL WSEL AND GRADES AS PER KJE DS-22-00T9 DATED 09/26/23 (WORK PRODUCT KJE'S) I 1 Z woLu <-u�^ > QQ� D) W Z� W a W OH- J J Z ca LL3 OHO 0N3 gT� maw V Lu �O F4.4a 0. A THOMAS A. EYEINGTON JR ELECTRONIC SEAL DATE: DB126/2023 EYEINGTON ENTERPRISES, INC. FA189 4 31•-3 TO ,MATCH LINE 'I �rT TIT L-7__---.7-7- III I I I I' 'II �I(� ELEV-686.00 uTOR OF VEHICULAR BARRIER WALL I II (BEYOND) 2 VLEV 683.00 li TOP OF LEV VARIES ALONG T/CP m EAST WALL 'I (BEYOND)Nti- FI 11 �--------- ------- II I; IIII 1 h O eELEV-681.40 100YR WSEL = .. z eELEV=678.80 c� SYR WSEL = /ELEV O � 1YR=677.511 v WSEL = I f TORBrRlll I ED I 3 I 2 A , ��Fv 6g6.50 OP OF ACCESS al RAMP OUTER WALL 61'-0" TO,IdATCH _LINE _ _ _ _ MAINTENANCE RAMP JJ CLARIFIED PIT (SEE F9.% FOR DETAILS) O 5 q� V-6" PRIMARY SPILLWAY 1 z WEIR OPENING 24'-3" 0 a 3 1 PRIMARY WEIR CL H S 0" FROM INSIDE CLARIFIED FIED PI _ OF WALLS ® NORTHEAST CORNER OF CLARIFIED PIT �. FI FV=6R100 YT ELEV=686.00 TOP OF NORTH v O a " 12' WOOD FENCE (SEEP ` TOP OF NORTH WALL ® WALL @ EAST SIOE - L02.% FOR DETAILS WEST SIDE OF ACCESS OF ACCESS RAMP U a 0 ) J RAMP (BEYOND) 2RAILAsrsTEMIP BEYOND SAFETYtC�KZI W91-I /N��IESCAPE LADDER BE ly .! CLARIFIED a ACE . IiiT'(i�^""-�`7-7'-frl'l-fi-Tf IT"I� Ij' �T PUMPS BEYOND m 3 u EARL (SEE SEE 18 W a m s Z 8� I (SEE S4X FOR DEAIILS) 1 FOR DETAILS) (SEE 54.X FOR DETAILS) 1 MAT HORIZ #6 @ 12"OC ( a �:. 1 MAT VERT #8 @ 12"OC 1 y c = I Haw #5 W/60"OAL @ 12"OC BETWEEN VERTS all > _ .. I i MAT #6 012OCEW 1 -��---- -- _JR 7 -I ELEV-684.00 W gyg �m i ! (7 I y I I. I I " 1 II it 1 1 ,I ELEV=683.00 7 - II 11 p= 1 T/CP (BEYOND)Z 6RO n II li 1 I 1 MAT HORIZ #6 �� +I JLIb p �- IF =a a.a a 2 -4 13/16" 2'-4 13/16 RIMARY J 1 1 @ 12"OC _ V �.qa a F SPILLWAY WEIR OPENING i I /1 MAT VERT #8 e `3aG p O 1X_THICK WALL (NEAR 1 F====9 i MAT #6 2 MATS #5 HORIZ @ 12"0C 1 I I " @12"OCEW w SS'a 2 MATS #6 VERT @ 12.00 {S F �V 672.00 r-===I J" >FULL w- LI �OiTO V M OF DOWELS I Z ". 4 6"0 STL PIPE SCH10 MAINTENANCE RAMP� FLOW LINE (OD=6.625", ID=6.30") x 2 MATS #6 1 -J r IR 4 "U's" �r°o 36" LONG (9" PROJECTION O� @ 12"OCEW �__ -J @ 12"OC 11195 s', m8 EA SIDE OF WALL) W/ @ FOOTING 6" 4•-0" 6" •-0" FFF • a "v. a 6" MUD SLAB] • `SOIL CONDMONING AS PER C5.5 BOTTOM OF C2 1,000 PSI @ 28 DAYS FOOTING @ CLARIFIED PIT Fa\ F,4O CLARIFIED PIT SYSTEM EAST ELEVATION SCALE: I1Y=1'.W ---- 4 (MIN) OF 110CRUSHED LIMESTONE =HOLD CLOUD 8' COMPACTED EXISTING SUBGRADE TNV = TOP OF WALL T/CP = TOP OF CONCRETE PAVEMENT UNDISTURBED SOIL I I I1 I I - BACKFILLAS PER GEOTECH REPORT(SEE 05.6 FOR DEFAILS) V I —I I -I 4.8 GABION LIMESTONE @ 12' THICKI R GEOTECH RE BROWNYELLOW -- 18-THICKGROUTED RIPRAPWELL EXISTING GRADEP(DEPTH VARIES)PoRT FOR BORE 85)04 FTDARK V GRADED 12" MIN 0STONE WITH LIMESTONE: HIGHLY TO COMPLETELY MIRAFI HP SERIES FABRIC WEATHERED, TAN, VERY SOFT TO SOFT 5.80Z HD POLYPROPYLENE WEED TAN WEATHERED LIMESTONE (HARD), BEARING CAPACITY C BARRIER LANDSCAPE FABRIC OFT5DOPSF(PER GEOTECH REPORT FOR BORE M5) 3 s 1 2 i r ^ELEV=668.00• I «... , •` 3'-0- , :.�^• 31 •s": �i/CP @ SUMP I I I I I 0 •. . ,L W O K p PIT FLOOR I I1'_pe g•_O• A F- W O m (BEYOND) L __ __ J KEYWAY W/ WATERSTOP N a W OZ ELEV=668.00 - - - - -(REFERENCE ONLY - } .J O N @ BOTTOM CONFLOOR 1 MA7 #4 @ 12"OCEW SEE DETAIL I) H J O W (BEYOND) 5'• THICK SI1MP WAI I a W () J J a Z in W= ono ~O= gU) co w 09 90 1 MAT #4 @ 12 OCEW GENERAL NOTES 1. REFER TO FOA TO I FOR ALL CONCRETE GENERAL NOTES 2. ALL WALLS AND FOOTING TO BE POURED WITH ETC HIGH EARLY MIX DESIGN (5000PSI @ 3 DAYS) 3. ALL LAP SPLICES AND DEVELOPMENT LENGTH TO BE 40 BAR DIAMETERS (MIN) OR AS NOTED 4. ALL COVER TO BE 2.0 INCHES (UNO) 5. CONCRETE FINISHING CONTRACTOR TO BLEND CONCRETE SURFACE AT VARYING RAMP SLOPES (TYP ALL PLACES) 6. ALL WSEL AND GRADES AS PER KJE DS-22-0079 DATED 09/26/23 (WORK PRODUCT KJE'S) 1 1 \ �a. m 4•- .�! m F4.4b 4 1 3 1 2 1 1 Dx RAMP OUTER WALL Fk\ F� ti MAINTENANCE RAMP 0 (SEE F9.X FOR DETAILS) 88'-7 9/16' TO MATCH LINE 0 CORNER PEFWEEN WEST WALL & NORTH/WEST WALL w 5'-6" PRIMARY SPILLWAY 24'-3" WEIR OPENING (BEYOND) 43• O" 25'-6" EMERGENCY SPILLWAY WEIR OPENING (BEYOND) RAMP (BEYOND):, B I Y^ CLARIFIED PUMPS (SEE P3.8 FOR ELEV 684.0 T fW _III I / ELEV-683 00 T CP PUMP PAD (SEE I' F4.13 FOR DETAILS) #5 AD HOOK W/ 30" DAL & 6" EMBEDMENT 0 12" O.C. ASPHALTIC EXPANSION JOINT (SEE F9.X FOR DETAILS) 1 MAT HORIZ #6 0 12"OC1 1 MAT VERT #8 0 12"OC _ '-�12' WOOD FENCE BEYONDI- �� (SEE LD2.X FOR DETAILS) I WALL 0 WEST SIDE 24' TALE PIPE SAFETY RAIL 'SYSTEM i OF ACCESS RAMP (SEE S4.X FOR DETAILS) ESCAPE LADDER - -F �. SEE 54.X FOR DETAILS) ) � 4b�����cuLAR - ' BARRIER WALL ELEV=VARIES ELEV 683 OC ALONG G T/CPS/ TOP OF EAST WALL 1 I _ (BEYOND) _ I 1 ELEV 681 40&\ / P' 100YR WSEL �7 \ f I I I I I I /� ELEV=680.80 ELEV=680.80 " F---- 1 MAT #6 012"OCEW i �/130TTOM OF PRIMARY BOTTOM OF ELEV=678.80 SPILLWAY WEIR OPENING SPILLWAY W -. 5YR WSEL S (BEYOND) (BEYOND) 64 F----9 KEYWAY W/ WATERSTOP ¢ J I I (REFERENCE ONLY - 3 3 ELEV=677.58, T) 6"0 SR PIPE SCH10 SEE DETAIL I) r = 1YR WSEL (OD=6.625", 10=6.30") X P 36" LONG (9" PROJECTION EA SIDE OF WALL) W/� I"-- J • WATER STOPPAN F--- - ELEV=67'j o0 I WALL BEYOND N Y BOTTOM 0 ) FULL HEIGHT DOWELS\: L= e , MAINTENANCE RAMP f ELEVOW7LINE /e4 +U.s. 12' J&ELE= 7 (BEYOND) 0 12"OC%%%14 C _ 4'-0l 6" 4-0" 6" T/CP 0 / � I CLARIFIED PIT WO A �EOF TF;i,l�1 90931 i aa�p'•• • •:4s, 1 �THOMAS A. EYEINGTON, JF 3'-0• I I < I I ELEV=665.00 —{ I I T'CP 0 BE" 8'-0' -V I PIT FLOOR _ SOIL II m -- (BEYOND) -- /� BOTTOM OF ASC.PER FOOTING 0 AS PER 1 MAT #4 0 12.00EW BOTTOMOFCONCZ CLARIFIED PIT 11,0000P I 0 28 DAYS fi" THICK SUMP WAIT ( SUMP PIT FLOOR (BEYOND) 1 MAT #4 0 12.00EW 4• MIN OF C NE THOMASA. EYEINGTON, JR ELECTRONIC SEAL DATE: 09/ZBR023 EYEINGTON ENTERPRIISES, INC. FA1H9 0 - - w I I ��I I II � I H II I m Ii I Il 18" THB C LLK (NEAR) A KFI FA E h r L 1 MAT HORIZ /)6 ® 12"OC 1 MAT VERT #8 0 12.00 ( #5 W/60"OAL 9 12"OC BETWEEN VERTS II I // WATER FACE: 1 MAT #6 012"OCEW I1 hl �I 4 11� 1111 � ' I W I I J H H H w H P H `i �I II U 18" THIC WA ll (FA ) I M. 2 MATS 5 H�(tIZ 12"OC O 2 MATS #6 VERT 0 12"OC ELFV=681.40 �OTTOM OF EMERGENCY SPILLWAY WEIR OPENING ' (BEYOND) 2 MATS #6 0 4 0 12 FOOTING W J �0 FOOTING NQ r D1 F ` �.5 CLARIFIED PIT SYSTEM WEST ELEVATION RUS ( ) 1 172• D LIMESTONE 8• COMPACTED EXISTING SUBGRADE .IJ /""^'Y-A= HOLD CLOUD �T/W = TOP OF WALL UNDISTURBED SOIL T/CP TOP OF CONCRETE PAVEMENT - BACKFILL AS PER GEOTECH REPORT(SEE G5.5 FOR DETAILS) II I I --- --.- - --- 4x8 GABION UMESTONEQ I2'THICK 18• THICK GROUTED RIPRAP WELL —III ~I I I —I 11 RK BROWN CLAY W1 LIMESTONE 1110ES PER GIECTECH RE PORT // ( FORBORE R5) 0 RE BELOW EXISTING GRADE (DEPTH VARIES) GRADED 12" MIN 0 STONE WITH MIRAFI HP SERIES FABRIC LIMESTONE: HIGHLY TO COMPLETELY r �! WEATHERED, TAN, VERY SOFT TO SOFT C S.BOZ HD POLYPROPYLENE WEED BARRIER LANDSCAPE FABRIC T TAN WEATHERED LIMESTONE (HARD), BEARING CAPACITY n OF 75DOPSF (PER GEOTECH REPORT FOR BORE R6) 4 I 3 2 GENERAL NOTES 1, REFER TO FOA TO FO.7 FOR ALL CONCRETE GENERAL NOTES 2. ALL WALLS AND FOOTING TO BE POURED WITH BTC HIGH EARLY MIX DESIGN (5000PS1 @ 3 DAYS) 3. ALL LAP SPLICES AND DEVELOPMENT LENGTH TO BE 40 BAR DIAMETERS (MIN) OR AS NOTED 4. ALL COVER TO BE 2.0 INCHES (UNO) 5. CONCRETE FINISHING CONTRACTOR TO BLEND CONCRETE SURFACE AT VARYING RAMP SLOPES (TYP ALL PLACES) 6. ALL WSEL AND GRADES AS PER KJE DS-22-0079 DATED 09/26/23 (WORK PRODUCT KJE•S) I O 2J J r 0 ¢ rc Ni Hn o W 6° rc g:'Yi S oI0pd iLdi ��tl az - z 1�k8 qM2 ------ � gz51 3 ✓'ro-1 WO R,o P. N H xZn co U) U n IL W U LU ~ 0 J Z TD F W a O R- K F-a3 0 co V Lu go 3: 3: F4.5 5SE OF TF•��l �P' "'r'4ty1�1 THOMAS A. EYEINGTON, JR 90931 :a THOMAS A. EYEINGTON, JR. DR 4.6 F .5 F6.8 F4.) 11 12WOOD FENCE BEYOND R DETAILS) I'i I ICI (SEE LD2.X FOI I) ! 29 2 3/4' 11 !I jl II I' I 24 TALL PIPE SAFETY RAIL SYSTEM (SEE 54.% FOR DETAILS)TOP VEHI III - BARRIIEER WALLULAF ^ IIII .III ; J Z ELEV=682.550 _ ELEV=683.00 �ELEV=682.41 Z T/CP V TOP OF SOUTH/ T/CP EAST WALL (BEYOND) - — C=1 ., '#5 ACI HOCK (TYP) t1il ✓ / / / ti/ / / ✓ / / / / / / / / / . /---- 18" THI K WP _ .FEAR) � 61 i_ WSLL '):l 8" THICK REINFORCED 1 MAT HORIZ6 ® 12"OC CONCRETE PAVEMENT 1 MAT VERT #8 0 12-OC (SEE F11.%) i 4 #5 W/60"OAL 0 12"OC BETWEEN VERTS hELEV=678.80 � WATER FACE: j i 5YR WSEL — 1 MAT #6 012.00EW q I 3 3 /t•ELEV=677.58 c I 18" THICK WALL (FAR) . f v 1YR WSEL 2 MATS #5 HORIZ 0 12.00 ¢ r 2 MATS #6 VERT 0 12"OC I a U T/CP 0 2 MATS #6 0 12"OCEW • - - - - -CLARIFED PIT• .� �0 FOOTING - - • as 6"'MUD SLAB) SOIL CONDITIONING AS PER C5.5---�' 1,000 PSI 0 28 DAYS BOO ;o. OF — FOOTING 0 D2 CLARIFIED PIT F\1 �.6CLARIFIED PIT SYSTEM NORTHWEST ELEVATION SCALE:11r =1'-0' 4' (MIN) OF 1 11T CRUSHED LIMESTONE �..+� J `'� �� =HOLD CLOUD T+u,R� B' COMPACTED EXISTNG SUBGRADE TNY = TOP OF WALL TICP = TOP OF CONCRETE PAVEMENT UNDISTURBED SOIL I I I I I I BACKFILL AS PER GEOTECH REPORT (SEE C5.5 FOR DETAILS) 4x8 GABION LIMESTONE 0 IY THICK j�LI I DARK BROWN CLAY W1 f 18" THICK GROUTED RIPRAP WELL ✓ FOR BORE #5) 0-4 FT ELOWEEX STING GRAOESTONE PIECES PER _(DEPTH VARIES) H RE PORT GRADED 17 MIN O STONE WITH LIMESTONE: HIGHLY TO COMPLETELY MIRAFI HP SERIES FABRIC r WEATHERED, TAN, VERY SOFT TO SOFT S.BOZ HD POLYPROPYLENE WEED /J TAN WEATHERED LIMESTONE(HARD), BEARING CAPACITY C BARRIER LANDSCAPE FABRIC �� OF 75DOPSF (PER GEOTECH REPORT FOR BORE 95) 3 1 2 rl GENERAL NOTES 1. REFER TO FO.1 TO FO.7 FOR ALL CONCRETE GENERAL NOTES 2. ALL WALLS AND FOOTING TO BE POURED WITH BTC HIGH EARLY MIX DESIGN (5000PSI @ 3 DAYS) 3. ALL LAP SPLICES AND DEVELOPMENT LENGTH TO BE 40 BAR DIAMETERS (MIN) OR AS NOTED 4. ALL COVER TO BE 2.0 INCHES (UNO) 5. CONCRETE FINISHING CONTRACTOR TO BLEND CONCRETE SURFACE AT VARYING RAMP SLOPES (TYP ALL PLACES) 6. ALL WSEL AND GRADES AS PER KJE DS-22-0079 DATED 09/26/23 (WORK PRODUCT KJE'S) I t \ 2z xo Fi, wC' sy toff 027 FJ pw~ aW .3 G J Z m LLIJ LL O O O gWmo F4.6 61'-7 1/2" TO MATCH LINE @ CORNER Bfr)WEEN NORTH WALL & NORTH/WEST WALL r'r fj rl^7�_ I1 j 12 WOOD FENCE BEYOND (SEE LD2 X FOR DETAILS) 11 11 24" TALL PIPE SAFETY RAIL I ( 1 SYSTEM (SEE S4.X FOR DETAILS) I FLFV=686OO - �OP VEHICULAR { BA Ijl Ijjl BARRIER WALL 1`L' Inl ii w ELEV=68241�q _' T/CP I I I I i i I b I I l l I _ #5 ACI HOOK (TYP) g i1i i��-. 8" THICK REINFORCED CONCRETE PAVEMENT (SEE F11,X) AELEV=578.80 �i 5YR WSEL ZELEV=677.58 1YR WSEL ELEV-672.00 T/CP @ CLARIFIED PIT s ?._r. '.. .•t :.�._T_T .r.aT"� nPT = r ... 7 BOTTOM OF FOOTING @ CLARIFIED PIT T IN A. EYEIN221 .. %. 90931 THOMAS A. EYEINGTON, JR. BOAT RAMP PIT SETTLING .SYSTEM SEE F3.X FOR DETAILS) _17 Hr � I It j lI' ll�hil i�� j�1��Iis1 I I: i I I � I j�l I. ,I 7 � 1 � it ' r � r ' j '•1 � �1 I� i 'I 11 II � �I -I II II j 1i it �I I j '.I i II j I' II cI i I p4 `u'.• ®1" z OC 11 I, ELEV=682 30& I I I i II ;i II I I II I •) '� ELEV=683.00 --- T/CP fI TOP OF ELEV=683.00 ELEV=683.00 SOUTH WALL TOP OF INTERIOR TOP OF SOUTH I� II Ir :I l �ii ;I; -If I it I t (BEYOND) n1 WALL (BEYOND) WALL ®BOAT I I — — — — — — — — — — — — — — —.li _7+ '— —,._. — — — — —RAMPS (BEYOND) 18" THICK WALL .NEAR) ELEV=682.00:'-4 �OTTOM OF OVERFLOW ^ 1 MAT HORIZ #6 @ 12"OC NOTCH (BEYOND) z 1 MAT VERT #8 ® 12`OC J • FULL HEIGHT DOWELS #5 W/60"OAL @ 12"GO BETWEEN VERTS 2 MATS #5 HORIZ ® 12"OC� WATER FACE; 2 MATS #6 VERT @ 12.00 3 1 MAT 6 012"OCEW 18" THICK WALI (FAR)- 1a r 2 MATS #5 HORIZ @ 12.00 (l 2 MATS #6 VERT @ 12•OC _,r;! •x; ..x ,.; `ol •j INSTALL 2 SETS OF #5 L'S� •' JV @ 12"OC FOR 2ND POUR// (�11\ REFER TO F3.X FOR `BOAT RAMP COLLECTION j PIT SYSTEM DETAILS 2 MATS ¥6 'o I @ 12"OCEW 1 @ FOOTING n¢ 12. 1 9 6" MUD SLAB r •3'-0" 71YP(R • @ 12`OC 1,000 PSI @ 28 DAYS' STOP SOIL CONDITIONING AS PER C5.5 D3 WCE ONLYCLARIFIED PIT SYSTEM NORTH ELEVATION - EE DE AEL C) ONLY SCALE: t/r = T-0' 4• (MIN) OF 1 1/2" CRUSHED LIMESTONE B' COMPACTED EXISTING SUBGRADE UNDISTURBED SOIL 4.8 GASION LIMESTONE 01T THICK 18• THICK GROUTED RIPRAP WELL GRADED 12' MIN G STONE WITH MIRAFI HP SERIES FABRIC C 5.8OZ HD POLYPROPYLENE WEED BARRIER LANDSCAPE FABRIC 3 == HOLD CLOUD TWO TOP OF WALL T/CP = TOP OF CONCRETE PAVEMENT IL1 1 I I I -BACK ILL AS PER GEOTECH REPORT (SEE CBS FOR OETAILS) V DARK BROWN Wl UME.NE PIECES (PER GEOTECH FOR BORE 95) OA FTY BELOW EXISTING GRADE (DEPTH VARIES) PORT jLIMESTONE HIGHLY TO COMPLETELY WEATHERED, TAN, VERY SOFT TO SOFT LJ TAN WEATHERED LIMESTONE (HARD), BEARING CAPACITY OF 7500PSF (PER GEOTECH REPORT FOR BORE A5) I 2 GENERAL NOTES 1. REFER TO FO.1 TO FO.7 FOR ALL CONCRETE GENERAL NOTES 2. ALL WALLS AND FOOTING TO BE POURED WITH BTC HIGH EARLY MIX DESIGN (5000PSI @ 3 DAYS) 3. ALL LAP SPLICES AND DEVELOPMENT LENGTH TO BE 40 BAR DIAMETERS (MIN) OR AS NOTED 4. ALL COVER TO BE 2.0 INCHES (UNO) 5. CONCRETE FINISHING CONTRACTOR TO BLEND CONCRETE SURFACE AT VARYING RAMP SLOPES (TYP ALL PLACES) 6. ALL WSEL AND GRADES AS PER KJE DS-22-0079 DATED 09/26/23 (WORK PRODUCT KJE'S) I i. U) p WO_ wp� V) LU jn QNQ W Z m X F J O w F EL W U? 0 J Z m J W Q 3:F 0 F (Dyf- gmM0_ LU V � N O F4.7 4 B ,; THOMAS A. EYEINGTON, JR. ....:......................:.... 90931 THOMAS A. EYEINOTON, JR ELECTRONIC SEAL DATE: 09/26/20M EYEINGTON ENTERPRISES, INC. F-8189 / 4 STOP JF VEHICULAR \ BARRIER WALL \i #5 W/60"OAL 0 12"OC BETWEEN Nr PERT "BARS 3/4• ASPHALTIC EXPANSION JOINT FULL HEIGHT SEAL W/ SIKAFLEX SELF —LEVELING CAULK 8" THICK REINFORCED CONCRETE PAVEMENT (SEE F11.X) #5 ACI HOOK (TYP) #5 ACI HOOK W/32" 28'-0" 25'-0' r 5'-6" 3'-0" 16'-6" 24" TALL PIPE SAFETY RAIL SYSTEM (SEE [RAIL FOR DETAILS) i-#4 "U's" 0 12"OC m '-,12- WOOD FENCE (SEE LD2.X FOR DETAILS) FLEV=M682OF.00 /BOTTO OVERFLOW OPENING _8 r TOP OF TOP OF INTERIOR WALL SOUTH WALL r - #4 "U's" ® 12"OC EAST o ELEV=681.ID , RAMP l!�EFERENCE �LOCR LINE= - 100YR WSEL II I,M • .� ONLY SEE F3.X ,Fo UND �I -` '� . ETAlL . ELEV=678.80 �.: DAL 0 12" O.C. _- SYR I�I� ELEV=677.58^ L� • r, . �c 1 MAT HORIZ #6 0 12`OC�/ -1 MAT #6 0 12.00EW 1YR WSEL V ���� 1:= 1 MAT VERT #8 0 12"OC - - - 12'-0" ` 1 I 6' CHAIN LINK FENCE (SEE XX.X FOR DETAILS,�rl I CHANNEL D (SEE C9.X FOR DETAILS) INSTALL 2 SETS OF #5 CS j W 1 0 12"OC FOR 2ND POUR x 16" THICK WALL FULL HEIGHT DOWELS� 2 MATS #5 HORIZ 0 12"OC 2 MATS #5 HORIZ 0 12"OC 2 MATS #6 VERT 0 12-OC 2 MATS #6 VERT 0 12"OC zw �) 17 2 MATS #6 O 4 T�11 C #4 U s0 12°OCEW CLARIFI tY ® 12"OC 0 FOOTING iv t • - i _ 0 12"OC tY 3 -6" 3 0" + I •• ON� 13 0" .. 3.-6" 6' MUD SLAB,••. SOIL CONDITIONING 6' 0" 1,000 PSI 0 28 DAYS AS PER C5.5 � 8.-0" KEYWAY W/ WATERSTOP TYP BFOOTING 00 (REFERENCE ONLY - SEE DETAIL D4 CLARIFIED PIT 1 F;'0 CLARIFIED PIT SYSTEM WEST ELEVATION SCALE: 112" f1 - 4- (MIN) OF 112-CRUSHED LIMESTONE =HOLD CLOUD -III—III- 8" COMPACTED EXISTING SUBGRADE TM = TOP OF WALL T/CP = TOP OF CONCRETE PAVEMENT UNDISTURBED SOIL IIII I I I BACKFILLAS PER GEOTECH REPORT (SEE C5.5 FOR DETAILS) 4.8 GABION LIMESTONE @iT THICK Y / - DARK BROWN CLAY W/ LIMESTONE PIECES (PER GEOTECH RE PORT 18- THICK GROUTED RIPRAP WELL /n I/ i/// / I FOR BORE A5) 04 FT BELOW EXISTING GRADE (DEPTH VARIES) GRADED IT MIN O STONE WITH LIMESTONE: HIGHLY TO COMPLETELY - - MIRAFI HP SERIES FABRIC (WEATHERED, TAN,VERYSOFTTOSOFT 5.80Z HD POLYPROPYLENE WEED -TAN WEATHERED LIMESTONE (HARD), BEARING CAPACITY C BARRIER LANDSCAPE FABRIC n OF 750OPSF (PER GEOTECH REPORT FOR BORE #5) 3 I 2 'aI 4>> >> 0 3 W o 0 w o¢ rc m m sam u.o" f _ _ m U sa e -o bamg . $ §' gag O 2 �$8# ga B FUaoar Ie f` � WEiiya aZ261 W W $� �•g J pi a �^ e #13ffi� ° u gg C q1 Y��n b• p U � 5[CCSp uLn:-may > 4aF �' • ' Y ¢z m5m el, w w, OU 2z �g A y O W? r QNQ VJW Z2X 1E Oww aw �� co I GENERAL NOTES W 3 x it 1. REFER TO FO.1 TO FO.7 FOR ALL CONCRETE GENERAL NOTES 1. O :3 0 2. ALL WALLS AND FOOTING TO BE POURED WITH BTC HIGH Q F cD 0 1- EARLY MIX DESIGN (5000PSI @ 3 DAYS) W F. 3. ALL LAP SPLICES AND DEVELOPMENT LENGTH TO BE 40 BAR U L 0 DIAMETERS( IN)OR AS NOTED 4. ALL COVER TO BE 2.0 INCHES (UNO) 5. CONCRETE FINISHING CONTRACTOR TO BLEND CONCRETE SURFACE AT VARYING RAMP SLOPES (TYP ALL PLACES) 6. ALL WSEL AND GRADES AS PER KJE DS-22-0079 DATED 09/26/23 (WORK PRODUCT KJE'S) I t F4.8 \ 4 I 3 I 2 1 I r 52 mw w z° 0 s s s s w 26'-0" 12'-0" FM Z 'o 5; °-°Be° o;;x 25'-0" s 1H 1 w c Rj 12WOOD FENCE (SEE a a LD2.X FOR DETAILS) I i Q m � m ' 24' TALL PIPE SAFETY RAIL {SYSTEM (SEE S4.X FOR DETAILS) lag, (! 0 mill ?> n OP V Ts #4 "U's" 0 12"OC W F # f — O I BARRIER WALL w 2 1 W W #5 W/60"OAL 0 12"OC r T f #4 "U's" 0 12"OC i 3 BETWEEN VERT BARS 'C'TH WALLLEV=AIES (S6' CHAIN LINK FENCE EE I • J We P E`aXX.X FOR DETAILS)��T [t\ 8" THICK REINFORCED CONCRETE--�../ PAVEMENT (SEE F11.X) f/ ' O #5 ACI HOOK (TYP) eELEV=681.40 1 OOYR WSEL - 3e #5 ACI HOOK W/32" OAL 0 12" O.C. FULL HEIGHT DOWELS �? _ 3/4" ASPHALTIC EXPANSION - " FULL HEIGHT DOWELS I _ ,41,0,JOINTFULL a SIKAFLEX SELF -LEVELING H.80 EIGHT SEA CAULK OELEV=678CHANNEL D (SEE �/ 5YR WSEL C9.X FOR DETAILS) I FFg„h�m f I�ELEV=677.58 0 •� I _ _ _ - . ___ _ -1 � �5�� °� z ri 1YR WSEL 1 MAT HORIZ #6 0 12"OCS 2 MATS #5 HORIZVERT 0 12"OC li eyhhg m 1 MAT VERT #8 0 12.00 1 MAT #6 0 12"OCEW 2 MATS #6 VERT ® 12"OC �_` R0 ns Mt_ R €: 2 MATS #6 0 12"OCEW = 7 w (;s • \ \ V :!e$ c II a �. /T FOOTING (TYP) T/CP 0 a # @ III. / CLARIFIED PIT o.., Ef I MAT 4 q a Ia• ' 0 12""OC I' `/ SLOPE 0 1:5 RATIO) wl NQ S0 12"OCEW rSLOPE 0 1:5 RATIO fi71 sn SOIL CONDITIONING I,.: I H 3 -6" • . 3 -0 . ��11(( (1 • 3 -0' t •3 6" o BOTTOM OF YY061 OF C INCS AS PER C5.5 U 6" MUD SLAB FOOTING 0 0 CLARIFIED PR W W O A 8'-0" E CLARIFIED PIT 1,000 PSI 0 28 DAYS 8'-O" A V) W � CO F� F49 CLARIFIED PIT SYSTEM SECTION KEYWAY W/ WATERSTOP TYPI W V 20 �EOF jF \1 SCALE: - H Z W W (REFERENCE ONLY -SEE DETAIL I) O f C.,,P..........,xq 1 �, i*•J *## 4- (MIN) OF 1 IIT CRUSHED LIMESTONE /-^"-^�-1_HOLD CLOUD GENERAL NOTES ~ OHO ••••••••••••••••••••••••••••••••' 8•COMPACTED EXISTING SU13GRADE TM ==J•ITOP OF WALL 1. REFER TO FO.1 TO FO.7 FOR ALL CONCRETE GENERAL NOTES a I- 0,3 THOMAS A. EYEINGTON, JR. �.. T/CP 2. ALL WALLS AND FOOTING TO BE POURED WITH BTC HIGH D cD .. �........................../ = TOP OF CONCRETE PAVEMENT LU m V D_• UNDISTURBEDSOIL _ EARLY MIX DESIGN (5000PSI @ 3 DAYS) O # ; :• 90931 % —y BACKFILL AS PER GEOTECH REPORT (SEE C5.5 FOR DETAILS) Y �� ��,e � �!�ENSE�:' •��� '�ii,I I I ITI'I 3. ALL LAP SPLICES AND DEVELOPMENT LENGTH TO BE 40 BAR 4.8 GABION IMESTONE@12•THICK �.s •••• G�� �� �� j� DARK BROWN CLAY W/ LIMESTONE PIECES (PER GEOTECH RE PORT DIAMETERS (MIN)OR AS NOTED g FOR BORE #5)04FTBELOW EXISTING GRADE (DEPTH VARIES) 4. ALL COVER TO BE 2.0 INCHES (UNO) U 18• THICK GROUTED RIPRAP WELL THOMAS A. EYEVGTON• JR. GRADED IT MIN O STONEWITH 1. LIMESTONE: HIGHLY TO COMPLETELY 5. CONCRETE FINISHING CONTRACTOR TO BLEND CONCRETE MIRAFI HP SERIES FABRIC d WEATHERED, TAN, VERY SOFT TO SOFT SURFACE AT VARYING RAMP SLOPES (TYP ALL PLACES) ELECTRONIC SEAL DATE: 09262023 EYEINGTON ENTERPRISES, INC. S.BOZHDPOLVPROPYLENE WEED tJ TANWEATHPERERFDGEOESTONE(ORT F OFARING CAPACITY 6. ALL WSEL AND GRADES AS PER KJE DS-22-0079 DATED n F-8189 C BARRIER LANDSCAPE FABRIC nt� OF 7500PSF (PER GEOTECH REPORT FOR BORE 09126/23(WORK PRODUCT KJE'S) F4.9 4 I 3 f 2 I 1 4 1 mm B 24" TALL PIPE SAFETY RAIL `SYSTEM (SEE S4.X FOR DETAILS) ELEV=686.00 TOP OF VEHICULAR BARRIER WALL (BEYOND) #4 "U's" ® 12'DG LEV=VARIES T/CP 8" THICK REINFORCED I` #5 W/60"OAL 0 12'OC CONCRETE PAVEMENT'I _BETWEEN VERT BARS (SEE F11,X)I #5 ACI HOOK (TYP)l FULL HEIGHT DOWELS ,•� #5 ACI HOOK W/32" — GAL 0 12" O.C. , 3/4" ASPHALTIC e EXPANSION JOINT FULL HEIGHT SEAL W/ SIKAFLEX SELF_ LEVELING CAULK C � 1 MAT HORIZ #6 0 12"OC �1 MAT #6 0 12"OCEW 1 MAT VERT #8 @ 12"OC 2 MATS #6 @ 12"OCEW 0 FOOTING (TYP) SLOPE 0 1:5 RATIO #4 "D,s _ 1 41'-7" 15'-6" ` -1--12' WOOD FENCE (SEE LD2.X FOR DETAILS) I f#4 "U's" 0 12"OC TOP OF r E�t' EAST WALL SOTTOM ELOFV- 8 I�AA�K�*%. WAY WEIR OPENINGII ELEV=681.40 c �I OOYR WSEL -= CHANNEL C (SEE F8.X FOR DETAILS) 1 2 MATS #5 HORIZ 0 12"OC� 18" TALL X 6' THICK �LEV=678.80 a 2 MATS #6 VERT @ 12"OC FULL HEIGHT CONCRETE LEVEL SPREADER W/ 5YR WSEL = DOWELS 4'0 WEEP HOLES @ 4'-0"OC AELEV=677.58 o 3'-0 e (SEE F10.X FOR DETAILS) L 1YR WSEL "= 6"B STL PIPE SCH10 ---{{ (OD=6.625", ID=6.30") 36" LONG (9" PROJECTION —1I` EA SIDE OF WALL) W/ —� WATER STOP ww o J 1 MAT #4 O �0 12"OCEW tya.=_ter'. ........ ........... . . 12' I 6' MUD SLAB 14'= 1 1,000 PSI 0 28 DAYS 12 3'-6" 3'-O" A 8'_O" SOIL CONDITI AS PER OQELEV=672.00 T/CP 0 CLARIFIED PIT a l Qb'OTf9 6F CoNC I 0 CLARIFIED PIT F(�F� lOCLARIFIED PIT SYSTEM SECTION SCALE: 1/2" = T i* l Y\T *•�I 4' (MIN) OF 1 1/Y CRUSHED LIMESTONE /..•• .,..",..,,,.,.."„., ••, 8' COMPACTED EXISTING SUBGRAOE �THOMAS A EYEINGTON, JR.��n�l r�i .pl 90931 UNDISTURBED SOIL 4x8GABIONLIMESTONE @12'THICK 18" THICK GROUTED RIPRAP WELL THOMAS A. EYEINGTON, JR. GRADED 12" MIN O STONE WITH MIRAFI HP SERIES FABRIC ELECTRONIC SEAL DATE: OW262023 EYEINGTON ENTERPRISES, INC. S.BOZ HD POLYPROPYLENE WEED F-8109 C BARRIER LANDSCAPE FABRIC / 4 I 3 FLOW LINE `SLOPE 0 1:5 RATIO 0 12 OC 13 =670.33 3'-0" 3'-6" BOTTOM OF 8'-O" FOOTING @ KEYWAY W/ WATERSTOP TYP CLARIFIED PIT (REFERENCE ONLY - SEE DETAIL 1) —4; ; g a C lei Iv cash 4 3�gE a4l -- - Rn E60 v bky CYQ Y c` W'v1 w Z � � m 0 woo A W W Or z 8W, FW J U) zcoI H 3 - K a °n3 w map LL LL g U (==HOLD CLOUD GENERAL NOTES TAN = TOP OF WALL 1. REFER TO FO.1 TO FO.7 FOR ALL CONCRETE GENERAL NOTES T/CP = TOP OF CONCRETE PAVEMENT 2. ALL WALLS AND FOOTING TO BE POURED WITH BTC HIGH BACKFILL AS PER GEOTECH REPORT C55 FOR DETAILS) EARLY MIX DESIGN (5000PS1@3DAYS) ICI I �j 3. ALL LAP SPLICES AND DEVELOPMENT LENGTH TO BE 40 BAR ` - DARK BROWN CLAY VW LIMESTONE PIECES PER GEOTECH RE PORT I O R AS NOTED FOR BORE #5) 0-4 FT BELOW EXIST EXISTING GRADE (DEPTH VARIES) V 4. ALL COVER TOBE2.0 INCHES (UNO) LIMESTONE: HIGHLY TO COMPLETELY 5. CONCRETE FINISHING CONTRACTOR TO BLEND CONCRETE WEATHERED, TAN, VERY SOFT TO SOFT SURFACE AT VARYING RAMP SLOPES (TYP ALL PLACES) TAN WEATHERED LIMESTONE (HARD), BEARING CAPACITY 6. ALL WSEL AND GRADES AS PER KJE DS-22-0079 DATED OF 7WWSF(PER GEOTECH REPORT FOR BORE 116) 09/26/23(WORK PRODUCT KJE'S) 1T 2 1 1 F4.10 698.50 /� OF ACCESS'v / RAMP OUTER WALL MAINTENANCE RAMP (SEE F9.X FOR DETAILS) I6" OVERFLOW SPILLWA_' 12' WOOD FENCE BEYOND (SEE 1. LD2.X FOR DETAILS) ELEV=683.00 TOP OF NORTH WALL 0 FAST SIDE OF ACCESS RAMP (BEYOND) ill ELEV-684.0 T/W . I.0 7 FULL HEIGHT 18" THICK NORT1{ WA11 CLARIFIED PIT rREY(J. h 1 MAT HORIZ #6 0 12 OC I� 1 MAT VERT #8 0 12.00 #4 "U's" 0 12"0C IN FOOTING . BEYOND z �l I 12' s� 1-6• THOMASA. EYEINGTOM JR. ELECTRONIC SEAL DATE: 09/282023 EYEINGTON ENTERPRISES, INC. F 8189 121'-7 3/4" TO CORNER BETWEEN FAST WALL & SOUTH WALL DIMENSION R VARIES 12'�- 0" 46' 6" v 25'-6" EMERGENCYJ)VERFLOW SPILLWAY 19'-10 3/4" v 2'-4 13/16" 8 3/8" ELEV TOP OF83.00 EAST WALL (BEYOND) o ••'4- 81.40 ELEV_fij�82.p0(0�n vE00YR6WSELL \- 5W bF PT2IMARY I 2'-9" 2'-9" SPILLWAY WEIR OPENING f ELEV=678.80 5YR WSEL \ 18" THICK IT , WALL `CLARIFIED PIT RFYONnI 6"0 STL PIPE =6.SCH10 EL . -WSELS <-! 1 MAT #6 0 12 DCEW (OD=6.625 ID=6.30") z � � WSEL = 1 36" LONG (9" PRO.IECTION J EA SIDE OF WALL) W/ WATER STOP FLOW LINE BOITOIA 6 IO O MAINTENANCE RAMP SLOPE 0 1:5 RA / 1 12' WOOD FENCE / `(SEE LD2.X FOR I'DETAILS) 1 I 6' CHAIN LINK FENCE (SEE XX.X 5'-0" 15'-G" 5 -0' FOR DETAILS) ELEV=683. 0 TOPTOP 0�P - � SOUTH WALL � ELEV=682.00Z I CHANNEL D (SEE C9.% FOR DETAILS) ELEVs681.40 ((�� BOTTOM OF EMERGENCG 2 MATS ()5 HORIZ 0 12"OC� 1 2 MATS #6 VERT 0 12"OC ^{ " SPILLWAY WEIR OPENING ff11 a�T CIARIF FO Ir IflEYDfj0� ' 2 MATS #5 HORIZ 0 12"OC FULL HEIGHT DOWELS 2 MATS #6 VERT 0 12.00 1 MAT #4 0 12"OCEW LE T/CP CLARIFIED PIT rSLOPE 8 1:5 RATIO 1' "e J 0 w O i -� s. •f''' Jt I � s '•++al:✓Yi ..Y..{..::-•,,,�.:...T-^r�� 0 2 MATS #6 0 12"OCEW SOIL CONDINONING� AS PER C5.5 �OTfbFA 6 OtJC 3-0" 1 8" 3 8" I 0 FOOTING (TYP) G. 1,000 PSI0 9R DAYS 0 CLARIFIED PIT BOTi� OELEY��Q,O FOOTING 0 8 _0, #4 "U's" A W N W O r F4.1 F4.11 CLARIFIED PIT SYSTEM SECTION CLARIFIED PIT 0 12"OC W W j O SCALE: 1/2'=1'-0• KEYWAY W/ WATERSTOP TYP YC Z (REFERENCE ONLY - SEE DETAIL 1) 12• y O F } J 4•(MIN)OF 11/2" CRUSHED LIMESTONE HOLD CLOUD GENERAL NOTES H = D= S• COMPACTED EXISTING SUBGRADE T/W TOP OF WALL 1. REFER TO FO.1 TO FO.7 FOR ALL CONCRETE GENERAL NOTES n. 0 � 0 3 CONCRETE T/CP = TOP OF CONCRETE PAVEMENT 2. ALL WALLS AND FOOTING TO BE POURED WITH BTC HIGH W vOi UNDISTURBED SOIL _ AS PER GEOTECH REPORT (SEE C5S FOR DETAILS) ICI I l I: EARLY MIX DESIGN (5000PSI @ 3 DAYS) 3. ALL LAP SPLICES AND DEVELOPMENT LENGTH TO BE 40 BAR LL. M O 21, 4.8 GABION LIMESTONE@ 12• THICK . I. DARK BROWN CLAY W/ LIMESTONE PIECES (PER GEOTECH RE PORT DIAMETERS (MIN) OR AS NOTED Re J / IFOR BORE N5)0.4 FT BELOW EXISTING GRADE (DEPTH VARIES) 4. ALL COVER TO BE 2.0 INCHES(UNO) V 18'THICK GROUTED RIPRAP WFLL GRADED 17 MIN O STONE WITH UMESTONE:HIGHLY TO COMPLETELY 5. CONCRETE FINISHING CONTRACTOR TO BLEND CONCRETE MIRAFI HP SERIES FABRIC WEATHERED, TAN, VERY SOFT TO SOFT SURFACE AT VARYING RAMP SLOPES(TYP ALL PLACES) SAOZHD POLYPROPYLENE WEED C BARRIER LANDSCAPE FABRIC TAN WEATHERED LIMESTONE (HARD), BEARING CAPACITY (JLJ OF750OPSF (PER GEOTECHREPORT FOR BORE M5) 6. ALL WSEL AND GRADES AS PER KJE DS-22-0079 DATED 09126123(WORK PRODUCT KJE'S) F4.11 1 3 1 2 1 1 A 1 4 B 62'-1 1/4" //�� ELEV=682.30 uT/CP (BEYOND) E -24•-5 1/4" 3 24" TALL PIPE SAFETY RAIL SYSTEM %BEYOND (SEE S4.X FOR DETAILS) TOP OF RI vER WA(BEYONL itpl IINl 2 1 4 U s ELEV=682.41 /� ELEV=682.55 U.;.2.00 %® 12"OC T/CP (BEYOND) uT/CP (BEYOND) \ BOTTOM OF / ELEV=682.30 OVERFLOWT/CP (BEYOND) NOTCH (BEYOND) ELEV=683.00 ELEV=681.40 0 TOP OF INTERIOR J �100YR WSEL WALL (BEYOND) _ c 2 MATS $5 HORI2 012.00 {{�� EI_FV=VARE¢1 TH C S �2 MATS #6 VERT 0 12"OC e@-EV=67880 &ALONG TOP OF K ACLL (NFAR) 5YR WSEL Y FLOOR 0 FAST R .FULL HEIGHT DOWELS BOAT RAMP 1 MAT HORIZ #6 0 12.00 nELEV=677.58 O 1 MAT VERT S8 0 12"OC �i 1YR WSEL = #S W/60"OAL 0 12.00 BETWEEN VERTS • WATER FACE: INSTALL 2 SETS OF #5 L'S '�• 1 MAT #6 012"OCEW REFER TO F3.XI }0 12'OC FOR 2ND POUR• FOR BOAT RAMP COLLECTION PIT SYSTEM DETAILS ' SLOPE 0 1:5 RATIO �— " • ' t SOIL' CONDITIONING-�! AS PER C5.5 1 3'-0" 3•_0• 2 MATS #6 ® 12"OCEW 0 FOOTING (TYP) 6 -4• KEYWAY W/ WATER TOP _ #q •Uls• 12- TYP (REFERENCE ONLY 0 12"OC14 12 - SEE DETAIL I) i .�P'(�a •,•q GENERAL NOTES 1. REFER TO FOA TO FO.7 FOR ALL CONCRETE GENERAL NOTES 2. ALL WALLS AND FOOTING TO BE POURED WITH BTC HIGH EARLY MIX DESIGN (5000PSI @ 3 DAYS) 3. ALL LAP SPLICES AND DEVELOPMENT LENGTH TO BE 40 BAR DIAMETERS (MIN) OR AS NOTED 4. ALL COVER TO BE 2.0INCHES (UNO) 5. CONCRETE FINISHING CONTRACTOR TO BLEND CONCRETE. SURFACE AT VARYING RAMP SLOPES (TYP ALL PLACES) 6. ALL WSEL AND GRADES AS PER KJE DS-22-0079 DATED 09126/23 (WORK PRODUCT KJE-S) / 4 I 1 MAT #4 0 12"OCEW S - r V 6" MUD SLAB/ l 1,000 PSI 0 28 DAYS THOMAS A. EYEINGTON, JR. 0 90931 :a , THOMASA. EYE7HGTOH, JR. ELECTRONIC SEAL GATE: 0926I2023 EYEINGTON ENTERPRISES, INC. F-8189 T/CP 0 CLARII I FIED PIT -27'-6 3/4" 1 DIMENSION VARIES 1'-6" WAS" 12' WOOD FENCE (SEE/f LD2.X FOR DETAILS) ESCAPE LADDER BEYOND (SEE S4.X FOR DETAILS)-\ -.[I #3 "U's" 0 11 — _ ELEV=6 I I I I \ T/CP (BEYOND) IB��M OF�ONCv 0 CLARIFIED PIT FOOTING 0 H CLARIFIED PIT F4, Fa "CLARIFIED PIT SYSTEM SECTION SCALE: 1/2- = 1'�0" 16" TALL X 6" THICK CONCRETE LEVEL SPREADER W/ 4"0 WEEP HOLES 0— 4'-0"OC (SEE F10.X FOR DETAILS) 4- (MIN) OF 1 1/2' CRUSHED LIMESTONE R, 8-COMPACTED EXISTING SUBGRADE UNDISTURBED SOIL 4.8 GABION LIMESTONE @ 12-THICK - 18• THICK GROUTED RIPRAP WELL GRADED IY MIN O STONE WITH MIRAFI HP SERIES FABRIC C 5-aOZ HD POLYPROPYLENE WEED BARRIER LANDSCAPE FABRIC I 2 = HOLD CLOUD TAW = TOP OF WALL T/CP = TOP OF CONCRETE PAVEMENT 'I I ; I I' I - BACKFILL AS PER GEOTECH REPORT (SEE C5.5 FOR DETAILS) A //,/j `- DARK BROWN CLAY Wl LIMESTONE PIECES (PER GEOTECH REPORT FOR BORE #5) 04 FT BELOW EXISTING GRADE (DEPTH VARIES) - LIMESTONE: HIGHLY TO COMPLETELY Y I WEATHERED, TAN, VERY SOFT TO SOFT TAN WEATHERED LIMESTONE (HARD), BEARING CAPACITY �fl OF T500PSF (PER GEOTECH REPORT FOR BORE M5) I 1 \ F4.12 N B A 9 4 1 3 I 2 I , o>I I 3" DEEP X 11.25" WIDE xp o _w __p KEYWAY (TYR ALL WALLS)' WATERSTOP w poop o w 3/4"X6" ASPHALTIC EXPANSION JOINT W/ SIKAFLEX w IN W d EO I EO w e a za �_e e o s {�k wH , REBAR (TYP —SEE 1 I1 ELEVATIONS & L J SECTIONS At THROUGF 1 1 K FOR SIZE SCHED) 6" 11 1/4" 6" I - #5 ® 12" OCEW S udlinlniduld du Julmi�tlutl �' z 0111 B' OR 12" THICK REINFORCED CONCRETE PAVEMENT W W i;?;g p° U✓Ya V�WIYYJVWWWW6��Y�liYli,,��,IIJd��, wo� (clwu u� i,u�, iwb�m is nw �Ynr _gg `\ (SEE F71.X FOR QETAILS) w�5T 5 �p \ REBAR (TYP —SEE ELEVATIONS44 & SECTIONS THROUGH K ' I CLARIFIED PIT MAINTENANCE ACCESS RAMP FOR slzE scHEHEQ) F4� F j) sTYP KEYWAY W/ WATERSTOP DETAIL (FOR 40+ INCH WALL) rj1d �= SCALE: 4" = 1'-0" 42F4. F) s ASPHALTIC EXPANSION JOINT TYP DETAIL E" SCALE: 4" V-V e 3 6 pp AN, °z u r z : a e _ c. 8' 8 W' OJ N J O ui a o A O W m W. 'rGOFt�1 ��w Z UJ F ai D / * * 4" (MIN) OF 1 Vr CRUSHED LIMESTONE H Z m ~ =HOLD CLOUD GENERAL NOTES a o 0 ;. •HO••AS A. EYEI • TON,• JR. TM TOP OF WALL 1. REFER TO FO.1 TO FO.7 FOR ALL CONCRETE GENERAL NOTES p 3 �THOMAS A. EYEINGTON, JR. B COMPACTED 0 ••••:••••••••••••••••••••••;••••/ T/CP = TOP OF CONCRETE PAVEMENT 2. ALL WALLS AND FOOTING TO BE POURED WITH BTC HIGH LL m v� 'o•. 90931 j l y� UNDISTURBED SOIL BACKFILL AS PER GEOTECH REPORT (SEE C5.5 FOR DETAILS) EARLY MIX DESIGN (5000PSI@3 DAYS) nD� (l �O,c•• 410ENSE�.'• 3. ALL LAP SPLICES AND DEVELOPMENT LENGTH TO BE 40 BAR g u, 1 �� 4x8GA810NLIMESTONE®17THICK DIAMETERS MIN OR AS NOTED (l\s� 02ni G 18"THICK GROUTED RIPRAP WELL OR BORE#5) CLAY BELOW LIMESTONE GRADE DEPTH VARIES) PORT (MIN) V \ FOR BOREMS)OdFiBELOWEXISTINGGRADE(DEPTHVMIES) 4. ALL COVER TO BE2.OINCHES (UNO) THOMAS A. EYEINGTON, JR. GRADED12•MINOSTONEWITH LIMESTONE: HIGHLY TO COMPLETELY 5. CONCRETE FINISHING CONTRACTOR TO BLEND CONCRETE ELECTRONIC SEAL DATE: 09126/2023 MIRAFI HP SERIES FABRIC •� WEATHERED, TAN, VERY SOFT TO SOFT SURFACE AT VARYING RAMP SLOPES (TYP ALL PLACES) EYEINGTON ENTERPRISES, INC. 5.80Z HD POLYPROPYLENE WEED TAN WEATHERED LIMESTONE (HARD), BEARING CAPACITY 6. ALL WSEL AND GRADES AS PER KJE DS-22-0079 DATED FA189 C BARRIER LANDSCAPE FABRIC OF 750OPSF (PER GEOTECH REPORT FOR BORE #5) 09/26/23(WORK PRODUCT KJE'S) F4.13 4 1 3 1 2 1 1 1 4 24" TALL PIPE SAFETY RAIL SYSTEM (SEE S4.X FOR DETAILS) ,L V=686.00 TOP C EHICULAR BARRIER WALL (BEYOND) #5 W/60"OAL 0 12.00 BETWEEN VERT BARS ELEV=682.98 8" THICK REINFORCED 7/CP CONCRETE PAVEMENT iEE F11.X FOR OETAILS)� IS 2'-0" SELECT FILL CAP ' (COMPACTION AS PE! ,• ' GEOTECH REPORT) = ' BACKFILL TO BE SELECT FILL IIF 3'-0" MIN FREE DRAINING 'RANULAR FILL CONSISTING OF CLEAN 1/2" TO ' DRAIN ROCK W/ LESS THAN 10% FINER THAN Iy. " #200 SIEVE SIZE U. I- 1 MAT HORIZ #6 0 12"OC --� 1 MAT VERT #e 0 12"O{C--,�-I�� �_II A J L F4.11 SEE P3.8 FOR CLARIFIED PUMP DETAILSI ESCAPE LADDER (SEE + ELEV=686.50 S4.X FOR DETAILS) TOP OF ACCESS RAMP INNER WALL (SEE F9.X FOR DETAILS) ELEV=684.00 TOP OF I}I{ T/W (BEYOND] NORTH WALL II 12' ' TO ACCESS 8" RAMPPTO WALL PUMP PAD (I IOND - • #4 "U." 0 12"OC I SEE F4.13 FOR DETAILS) '�- REFER IA F9.X FOR %1 8* THICK REINFORCED MAINTENANCE ACCESS -FULL HEIGHT DOWELS CONCRETE PAVEMENT 166EN P#tAll (BEYOND - SEE F11.X % = 10IR WSELO • FOR DETAILS) cJ IS" THI.K WA % R I• A 1 MAT HORIZ #6 0 12"OC i^ ELFV=676.66 1 MAT VERT #8 0 12.00 I• = -R WSEL J� • #5 W/60"OAL 0 12"OC BETWEEN VERTS 677.58 1 MAT #6 012"OCW I• "-P` E1EY WSEL v a --1 MAT #6 0 12"OCEW 112"OCEW#0 OOTING _6" THIC�f SUMP WALL I • F1 MAT #4 0 12"OCW §; 1 MAT 4 0 12"OCW J I / /'� C� ( vT,DF� w FCODR -�1 C CLARIFIED PR REFER TO F9.X FOR f 6" 8'-0" 6 I 1 //{/� MAINTENANCE ACCESS g �- +� • / t RAMP DETAILS 'l #4 L'S 0 12"O6 'BETWEEN C SUMP WALL & CLARIFIED PIT FOQ7ING/FLOOR l J ♦ / �1 J�il14 #41UV- 3-6" ��1 6 '3-0" �� OF 4 �I Fl fi68 Q CpNC ® KEYWAY W/ WAlER5TOP1 8 D 2 -0" - . PIT /L 0 �CLARIFIED A(Pv PIT TYP (REFERENCE ONLY/ WATERSTOP { - SEE DETAIL 1) (TYP) f'•:P•':P: ;,:-'i '-" ^n�i yfl:':'•f :'� Jj 6" MUD SLAB w 1.000 PSI 0 BOTTOM70F II'�\ STRAINER LL 28 DAYS FOOTING 0 \SOIL CONDITIONING CLARIFIED PIT AS PER C5.5a� El EV=668.00 BOTTOM OF CONC J 0 SUMP PIT FLOOR PK SUMP PIT @ CLARIFIED PIT SYSTEM F44 SOUTH ELEVATION SCALE 112"-1'-0" •• 1 * '• •• •' *',# 4• (MIN) OF 1 1/2" CRUSHED LIMESTOINE �THOMAS A. EYEINGTON, JR. 'I= 8• COMPACTED EXISTING SUBGRADE /I o 90931 UNDISTURBED SOIL 11`IOF�s ��ENSi�G��♦i \ 4.a GABION LIMESTONE (j 17 THICK l� S/ONALEN�� ' 18• THICK GROUTED RIPRAP WELL THOMASA. EYEINGTON, JR. GRADED 1T MIN 0STONE WITH ELECTRONIC SEAL DATE: 0W26/2023 MIRAFI HP SERIES FABRIC EYEINGTON ENTERPRISES, INC. 5.802!Fd189 C BARRIER HD POLYPROPYLENE WEED BARRIER LANDSCAPE FABRIC 4 I 3 *INSTALL WATERSTOP ALL SUMP CONSTRUCTION JOINTS - NO EXCEPTIONS ELEV=686.00 fLEV=68(.50 TOP OF VEHICULAR TOP OF ACCESS RAMP INNER BARRIER WALL WALL (SEE F9.X FOR DETAILS) 1r�� I I I ELEV-686.00 OP OF NORTH WALL 0 WEST /j�ll� SIDE OF ACCESS RAMP (BEYOND) L 24" TALL PIPE SAFETY / RAIL SYSTEM (SEED S4.X FOR DETAILS) #5 0 12"00 LEV-VARIES ALONG BETWEEN BETWEEN VERT BARS ESCAPE LADOER�� ONG) (BEYOND) (SEE S4.X FOR DETAILS) - ^_ _ 8" THICK REINFORCED � /7♦ELEV=681.40 0 CONCRETE PAVEMENT (BEYOND 100Y - SEE F11.X FOR DETAILS) 18" THIC WALL .NEAR) A K I F 1 MAT HORIZ #6 0 12"OC LEV=676.66�, 1 MAT VERT #8 0 12"OC y��{p v 5YR WSEL - #5 W/60"OAL 0 12"OC BETWEEN VERTS ELEV=677.58 CT WATER FACE: 1YR WSEL '== 1 MAT #6 012-CCW 6" THI SUMP WALL J(;K 1 MAT #4 0 12"OCW E =6 '2.00 1 MAT #4 0 12"OCW MAINTENANCE iAMFP 5'-0- /� 4' _ -I T/CP 0 6" 4'-0" � 6' CLARIFIED PIT F F/CP 0 SUMP PIT FLOOR 6" MUD SLAB 1,000 PSI 0- ��- 28 DAYS ELEV=671. i '� BOTTOM OF NK!,, 0 CLARIFIED PIT rc w o� SOIL CONDITIONING Hc�#4 AS PER C5.5 g� C == HOLD CLOUD T/W TOP OF WALL I/I I-TTOPIOF CONCRETE PAVEMENT 4-I-I-� - BACKFILL AS PER GEOTECH REPORT (SEE C5.5 FOR DETAILS) DARK BROWN Wl LIMESTONE PIECES (PER GEOTECH FOR BORE IS) 0 CLAFT Y BELOW EXISTING GRADE (DEPTH VARIES) PORT //J LIMESTONE: HIGHLY TO COMPLETELY WEATHERED, TAN, VERY SOFT TO SOFT n�LJ TAN WEATHERED LIMESTONE(HARD), BEARING CAPACITY OF 7500PSF (PER GEOTECH REPORT FOR BORE N5) I 2 �I O I CLARIFIED PUMPS (SEE_ �L. P3.8 FOR DETAILS)= 5 u I iI•i w 1r rN ELEV=684.0 �I T/W �I ELEV=683.00 a T CP PUMP PAD (SEE F4.13 FOR DETAILS I 1 MAT HORIZ #6: 0 12"OC 1 MAT VERT 18 0 12"OC h1 MAT #6 I 012"OCW FULL HEIGHT DOWELS (TYP BOTH FACES) KEYWAY W/ WATERSTOP BEYOND (REFERENCE ONLY SEE DETAIL 1) I .a V jII 2 MATS #6 0 FOOTING I 3'-0" 1 -6" 3 -6" P WATERSTQ/ �(TYP) FF}}yy( U10170 IF CON6v7OPI� BOTTOM STRAINER 0 SUMP PR FLOOR FOOTING 0 {' L'S 0 12"OC BETWEEN SUMP WALL CLARIFIED PR CLARIFIED PR FOOTING/FLOOR aaF L SUMP PIT @ CLARIFIED PIT SYSTEM F l F�14 EAST ELEVATION SCALE 1/2-1'-0" O� r Diu o €ogpggp, amuo"�. U ?s B j V. Spa O rwn q€g�8 O w n m 1 rzW�e; 5Y# c AWE ti Ii:EC o` 6 o.g6 . V _sE1 {F���, •: II NEE! NO -gal a -.: F .fW.ymE, 2 Lu N H J d' A a s Wlw of ? n QxN W O Z W LL °6 O�H U � Z Z m H GENERAL NOTES 3 F Of 1. REFER TO FOA TO FO.7 FOR ALL CONCRETE GENERAL NOTES U Q 3 2. ALL WALLS AND FOOTING TO BE POURED WITH BTC HIGH 00 w m N rc EARLY MIX DESIGN (SOOOPSI @ 3 DAYS) a „q, p 3. ALL LAP SPLICES AND DEVELOPMENT LENGTH TO BE 40 BAR IL w a DIAMETERS (MIN) OR AS NOTED 4. ALL COVER TO BE 2.0 INCHES (UNO) U) 5. CONCRETE FINISHING CONTRACTOR TO BLEND CONCRETE SURFACE AT VARYING RAMP SLOPES (TYP ALL PLACES) 6. ALL WSEL AND GRADES AS PER KJE DS-22-OOT9 DATED 09/26/23 (WORK PRODUCT KJE"S) I 1 \ F4.14 4 1 3 1 LOT 1A, BLOCK 33 CONCRETE STOCKPILE RETAINING MARK IV BUSINESS PARK WALLS (SEE F5.X FOR DETAILS) CABINET A, PAGE 5519 P.R.T.C,T. N 88=�55'02" E 464.6_3' PROPERTY LINE - - - - - ---- -[+y, (� Ti7 �� 24" THICK FOOTING CHANNEL B (SEE N-6910717,5E=2324541.2185 E=232945d4.547 ® BOTTOM OF F7.X FOR DETAILS) RETAINING WALL^ --.----- - ----"- 677 26 'ITOP (ii FOOTING P 2iF FOOTING Gkif ell :q q C q. CJ d_d a a.. a Id chr ELN=683.50 "K324-544.1 2------------ _. - --ijOp-g .a1 0.79% RAMP SLOPE E7('(®FOOTING IN CHANNEL C)_ 18" THICK FOOTING N=69907fj4.74S ® BOTTOM OF E=2324 1 78 Ia 'a.. a a_ a a RETAINING WALL I 'a .a �---_ _ CONCRETE FINISHING ELEV=683.4 CONTRACTOR TO BLEND I 'C T/pp CONCRETE SURFACE AT VARYING RAMP SLOPES a ELEV=678.8 LV N=6T/CP a1 T/'P O all N=6990769D24 E=2324616.425 eTOF i � 7671NG a.�.0 C QAQ nITC'a .. N=6990765.690 / E=2324616.425 T T/CP ® END I N=6.99���,,07,jj2� '� N=69pp{{��749.291 N=6990755pp OF TST SECTION j1 E=2324561.104 E=2324601.092 I Im E=23'455).YOi a a a� 18' THICK FOOTING I 18" THICK FOOTING EXYD FROM RAMP FLOOR n w a \ p EXT'D FROM RAMP FLOOR Sn 6 r� go a iv ® I 'a = gyp -f N=1 w q E=: Z 90704.172 U' / >�oE=2324544.942 4Et=2324559.473 ® START F j OF 1ST SECTION K ELN=683.00 O T/CP / LIGHT POLE (SEE / 4 O F72.X FOR DETAILS) / Q PUMP PAD a / Q u FOR DETAILS LN=682.98 C CEMCO CONCRETE BATCH PLANT T/CP (SEE F2.X FOR DETAILS) = 7 CEMCO CH PLANT CLARIFIED PIT / a a - ESCAPE LADDER (SEE S4.X FOR DETAILS) j SUMP PIT FFE=668.00 N=fi99 6fi0.928 (SEE F4.14 / / E=2324590.037 / FOR DETAILS)LS) / / N=13yyyy((116jj7.947 _ 24" TALL PIPE SAFETY E=2344601.660 / - RAIL SYSTEM (SEF1 N=67700 / S4.X FOR DETAILS) / / CLARIFIED PIT (SEE r/ T CP F4.X FOR DETAILS) CLARIFIED PIT EEL CLARIFIED PIT MAINTENANCE ACCESS RAMP PLAN VIEW SCALE: 11r = Tf1" 4 I 3 ELEV=676.66 18" THICK FOOTING EXT'D FROM RAMP FLOOR ELFj/=67fi.5A TUFF OF FOOTINGv I CONCRETE FINISHING CONTRACTOR TO BLEND ,-F- CONCRETE SURFACE AT I VARYING RAMP SLOPES 1731458 a 6.425 I o �I FI/�`/=676.79 k OF 3RD START ECTION .4, I V i I _ PEt !// I OF BIRD SECTION FI START OF I FINAL SECTION i990717A22 '.324604.425 / r.1 o O / 4 / y d pO / THICK FOOTING EXT'D FROM RAMP FLOOR FROM b / 0 / Y EXISTING FENCE / (FIELD VERIFY) / / / LOT 4, BLOCK 33 / MARK IV BUSINESS PARK Fl N=672 0 /� CAB. B, PG. 814 BOTTOM OF F J P.R.T.C.T. L I / / / / CONCRETE LEVEL SPREADER (SEE F10.X FOR DETAILS) Ito IiLT •.'1 * / * : lI��VV ..::F /� w 'THOMAS A EYEINGTON,JR. �l ,o+ 90931 f THOMASA EYEINGTON, JP ¢I ELECTRONIC SEAL DATE. OWn/2023 EYEINGTON ENTERPRISES. INC, m F-6169 R T/W = TOP OF WALL T/CP = TOP OF CONCRETE PAVEMENT C - 8"0 STEEL BOLLARD (SEE S3.X FOR DETAILS) NOTES: 1. BOTTOM FLOOR OF MAINTENANCE RAMP = 672.00 2. SLOPE OF MAINTENANCE RAMP NOT TO EXCEED 1:15 AND TO BE A MINIMUM OF 12 FT WIDE PER SWMFA W/ CITY OF FORT WORTH 3. REFER TO STRUCTURAL SECTIONS FOR HANDRAIL, LADDER AND BOLLARDS. 4. SEE CONCRETE NOTES FOA TO FO.7 5. ALL WSEL AND GRADES AS PER KJE DS-22-0079 DATED 09/26/23 (WORK PRODUCT KJIE'S) w W Z W Z5 �$ Q. (B : ~ z3 �x m a� � Cl N 0 0 li W GN 3 5a mgo U F9.0 A 4 I LOT 1A. BLOCK 33 CONCRETE STOCKPILE MARK N BUSINESS PARK WALLS (SEE F5.X FOR CABINET A, PAGE 5519 P.R.T.C.T. N=55'02" E 464.63�=RE 4 36'-2 3/8- 12'-10 7/16" 23'-4' 1 3 -4' 20'-0" I 35'-7 9/16" V-4 23'-4 3/4" 12'-2 13/16- 1 20'-0' S-4 3Y4" t I / I EEL CLARIFIED PIT MAINTENANCE ACCESS RAMP KEY MAP SCALE: 11V. i,4r - 3 I 9 37'-8 1/4" rHOMASA. EYE{NCTON, JR. ELECTRONIC SEAL DATE: 09/26/2023 EYEINGTON ENTERPRISES, INC. F-8189 LOT 4, BLOCK 33 MARK IV A BUSINESS PARK T/W = TOP OF WALL CAB. B, PG. 814 w Z a Z 2 o LO � m Z P.R.T.C.T. T/CP = TOP OF CONCRETE PAVEMENT Lu w Z Y �j 09 U O B" D STEEL BOLLARD (SEE S3.X FOR DETAILS) 22 Z - t NOTES: t aa Q. N zm� O 1. BOTTOM FLOOR OF MAINTENANCE RAMP = 672-00 2. SLOPE o w V) 03 0 OF MAINTENANCE RAMP NOT TO EXCEED 10 1:15 AND TO BE A MINIMUM OF 12 FT WIDE PER U m Oa SWMFA W/ CITY OF FORT WORTH g Q 3. REFER TO STRUCTURAL SECTIONS FOR U HANDRAIL, LADDER AND BOLLARDS. 4. SEE CONCRETE NOTES FO.1 TO FO.7 5. ALL WSEL AND GRADES AS PER KJE DS-22-0079 - DATED 09/26/23 (WORK PRODUCT KJE'S) F9.1 1 4 1 3 1 2 I A2 78'-6 11/16" TO OUTSIDE OF ACCESS RAMP OUTER WALL COMMON WALL W) CONCRETE 39'-6 3/8- TO MATCH LINE STOCKPILE RETAINING WALLS (SEE F5.X FOR DETAILS) 71'-9 15/16" TO INSIDE OF ACCESS RAMP OUTER WALL 3'-4" I, 36'-2 3/8' TO MATCH LINE EL/ � T/w g I +11 46-8 3/4" TO OUTSIDE OFACCESS RAMP -INNER WALL 12'-10 7/16" 1223'-4" TO MATCH LINE 39'-11 15/0N TO INSIDE OF ACCESS F2AMP INNER WALL 3'�4' l Irk , �I MjE�NI-LLRAMP OUTER WALL 4 MATS #6 VERT 0 12"OC ELEV=684.00 20'-0" TO MATCH LINE 4 MATS 5 HOR12 ® 12'OC I I T/W (BEYOND) ELEV=6B6.50 ELEV=684.00 #4 "U'." 0 12"OC 0 ACCESS III II C ELEV=eB3.50 rl l I I .. I %/4 "U'a" C I12"OC I / J I /W (BEYOND) /W (BEYOND) RAMP INNER WALL (BEYOND) T CP BACK I OF STOCKPILE FjETAINING WALL. ,_yI 2 \ IU-I 12" THICK REINFORCED i f i6 CONTINUOUS THROUGH I (� I �I CONCRETE PAVEMENT (BEYOND - /L' =(8',41 �j _)• CURB ®ACCESS RAMP6 CONTINUOUS 8•• ASPHALTIC EXPANSION JOIN I C ONO THROUGH CURB (SEE F9.X FOR DETAILS) SEE F11.X FOR PAVING DETAILS) SINNER WALL (BEYOND) / • -� FULL HEIGHT � _ FULL HEIGHT DOWELS DOWELS - - 0 ACCESS RAMP 2'-0' I_ 4 MATS #6 VERT 0 12"OC INNER WALL (BEYOND) N y2 MATS 5 4 MATS //6 RIZ 0 1" OC 0 12"OCEW ACC�sS RAMP INNER WALL !HF_YONO1 4 MATS HORIZ ® 12" OC - 4 MATS #5 HORIZ ® 12" OC INSTALL 4 SETS OF ' 4 MATS #6 VERT 0 12.00 ® ACCESS RAMP INNER WALL ��\\�, ��� ��� 4 MATS #5 HORIZ 0 12"OC RAMP FLOOR ® (BEYOND)-C _ "L'a" ® 12"OC ELEV 6J8.fi9 /�, I FV-677.26 I ¢ W INSIDE FACE OF QfOP OF RAMP FLUOR 0 V TDP 0 FOOTING 0 FOR 3RD POUR - 7.2�� • TOP OF FOOTING I ¢ RAMP INNER - END OF 1ST SECTION 1 _" BACK OF STOCKPILE-- _-- ,-- I�\L BACK OF STOCKPILE -' jACCESS WALL (BEYOND) BEYOND SEE NOTE 5 C RETAINING WALL RETAINING WALL _aL- ---- _------------ •INSTALL 4 SETS OF 6 kL•s l #4 "U'a" le 6° MUD SLAB C ® 12'OC FOR 2ND POUR ®�I I4S-INSTALL 4 SETS OF5'-0' 0 12"OC emu" FOOTING ® BACK OF RETAINING \ 1,000 PSI 0 28 DAYS ACCESS RAMP INNER WALL ` J �6 R 0 12°OC 12" ` WALL IS ACCESS RAMP T \ T— (BEYOND) l0' FOR 2ND POUR KEYWAY W/ WATERSTOP SLOPES 0 0.79% WITH FLOW `SOIL CONDITIONING B. NP (REFERENCE ONLY UNE FOR CHANNEL B AS PER C5.5 2 MATS �6 0 12'OCEW -SEE DETAIL L) THOMAS A. EYEINGTON, JR. ELECTRONIC SEAL DATE: 0912612023 EYEING70N ENTERPRISES, INC. F-8189 / 4 Al CLARIFIED PIT MAINTENANCE ACCESS RAMP F9 , �.z NORTH ELEVATION Al SCALE: ill" = 1'-0" —� - BACKFILLAS PER GEOTECH REPORT (SEE CSS FOR DETAILS) /DARK BROWN CLAY Wl LIMESTONE PIECES (PER GEOTECH REPORT FOR BORE A5)0-61FT BELOW E%ISTING GRADE (DEPTH VARIES) -UMESTONE: HIGHLY TO COMPLETELY Y (WEATHERED, TAN" VERY SOFT TO SOFT � TAN WEATHERED LIMESTONE (HARD). BEARING CAPACITY OF T500PSF (PER GEOTECH REPORT FOR BORE k5) 1 T/W = TOP OF WALL T/CP = TOP OF CONCRETE PAVEMENT GENERAL NOTES 1. REFER TO FO.1 TO FO.7 FOR ALL CONCRETE GENERAL NOTES 2. ALL WALLS AND FOOTING TO BE POURED WITH BTC HIGH EARLY MIX DESIGN (50001PSI @ 3 DAYS) 3. ALL LAP SPLICES AND DEVELOPMENT LENGTH TO BE 40 BAR DIAMETERS (MIN) OR AS NOTED 4. ALL COVER TO BE 2.0 INCHES (UNO) 5. CONCRETE FINISHING CONTRACTOR TO BLEND CONCRETE SURFACE AT VARYING RAMP SLOPES (TYP ALL PLACES) 6. ALL WSEL AND GRADES AS PER KJE DS-22-0079 DATED 09/26123 (WORK PRODUCT KJE'S) 2 1 1 og__c4� O w O g Zyvl�p^ �Yta oaal — z W? l 44 r l Q �aw F9.2 4 37'-8� 1/4" 78'-6 11/16" TO OUTSIDE OF ACCESS RAMP OUTER WALL 39'-0 5/16" TO MATCH LINE LD(SEE F8.X 3'-4 3/4" 71'-9 15/16" i0 INSIDE OF ACCESS RAMP OUTER WALL B.X FOR FOR DETAILS) 35'-7 9/16" TO MATCH LINE I LEV-684.00 T/W wL �I CONTINUOUS g THROUGH CO NTINUOUS_ CUR` � //G 4 MATS #6 VERT ® 12" OC 4 MATS #5 HORIZ ® 12.00� ^ FI FV-676 fib OP OF FOOTING OUTRNER I eta' ®412 OC ACCESS OIDE UTER I i r //5 ACI DOWEL 312 OAL do / r � 6" EMBEDMENT ® 12" OC I ASPHALTIC EXPANSION JOINT 5'-0• (SEE F9.X FOR DETAILS) A NI �THOMAS A EYEINGTON, JR.; 90931 10, THOMAS A. EYEINGTON, JR. ELECTRONIC SEAL DATE: U9/26/2023 EYEINGTON ENTERPRISES, INC. F-8189 ELEV=696.5 T/W 1 Al F9 3 F9_2 121-2 73/i6" 46'-8 31 TO OUTSIDE OF ACCESS RAMP INNER I I 23'-4 3/4" TO MA TCH 1� WALL LINE V-4 3/4" I I 39'-11 1)6" TO INSIDE OF ACCESS RAMP INNER WALL � I Il I I'y 20'-0" TO MATCH LINE / I W !J )1CCETS RAM P �jj OUTER WALL II Ir1I 4 MAT$ #6 VERT ® 12OC ELEV=684.00 ELEV=686.504 MATS #5 HORIZ ® 12"OC T/W (BEYONDI / T/W �(BEYOND }� I 1 Iz 1 lyi 111 i I 12" THICK REINFORCED H $6 CONTINUOUS THROUGH CURB ® 8 I �I� ELEV=683.41 II�, CONCRETE PAVEMENT (BEYOND - Q ACCESS RAMP INNER WALL (BEYOND) I i/CP (BEYOND) II SEE F11.X FOR PAVING BE 04 "U's" ® 12''66 ® ACCESS RAMP_J INNER WALL (BEYOND) 4 MATS $6 VERT ® 12"OC OWELS ®ACCESS RAFULL HEIGHT DOWELS ®ACCESS RAMP FULL HEIGHT 4 MATS #5 HORIZ ® 12' OC ' INNER WALL (BEYOND) ACCESS RAMP INNER Wj)I lRFYnNn) DMP INNER WALL (BEYOND). 4 MATS #5 1 VERT ® 1OC 4 MATS //HORIZ @ 2"OC TOP DF7 Fd6T)NG ®O ..- / y RAMP FLOOR ® INSIDE BACK OF STOCKPILE - KEYWAY W/ WA�ONLY P - o FACE OF ACCESS RAMP I RETAINING WALL EIEV §7Q �� TYP (REFERENC�4 INNER WALL (BEYOND) T6P OF RAM)' FLOOR � - SEE DETAIL ..i START OF 3RD SECTION "'"-^ a _ - , BEYOND -SEE NOTE 5 -_ '- - - - - -------- - ---------- -- - .- c . 2 MATS 3' fi" SOIL CONDITIONING FOOTING ® BACK OF RETAINING INSTALL 4 SETS OF ® 12"OCEW AS PER C5.5 WALL IS ACCESS RAMP W 45' INSTALL 4 SETS OF SLOPE$ ® 0.799. WITH FLOW #6 "L'B" ® 12 , � u"I LINE FOR CHANNEL B FOR 2ND POUR T 6" MUD SLAB 1.000 PSI $6 " ® 12'OC L ® 28 DAYS FOR 2111 POUR w- Az� CLARIFIED PIT MAINTENANCE ACCESS RAMP F9,IF. 3 NORTH ELEVATION A2 SCALE: 1/2" = 1,0" TM = TOP OF WALL T/CP = TOP OF CONCRETE PAVEMENT GENERAL NOTES BACKFILL AS PER GEOTECH REPORT (SEE CSS FOR DETAILS) 1. REFER TO FOA TO FO.7 FOR ALL CONCRETE GENERAL NOTES 2. ALL WALLS AND FOOTING TO BE POURED WITH BTC HIGH EARLY MIX DESIGN (5000PSI @ 3 DAYS) -DARK BROWNCLAY W/LIMESTONE PIECES(PERGEOTECHREPORT 3. ALL LAP SPLICES AND DEVELOPMENT LENGTH TO BE 40 BAR DIAMETERS MIN OR AS NOTED FOR BORE RS)D IFT BELOW EXISTING GRADE(DEPT H VARIES) (MIN) -LIMESTONE: HIGHLY TO COMPLETELY 4. ALL COVER TO BE 2.0 INCHES (UNO) Y I WEATHERED, TAN" VERY SOFT TO SOFT 5. CONCRETE FINISHING CONTRACTOR TO BLEND CONCRETE SURFACE AT VARYING RAMP SLOPES TAN WEATHERED LIMESTONE (HARD), BEARING CAPACITY (TYP ALL PLACES) OF760DPSF(PER GEOTECH REPORT FOR BORE N5) 6. ALL WSEL AND GRADES AS PER KJE DS-22.0079 DATED 09/26/23 (WORK PRODUCT KJE'S) 1 2 I 1 y W U ¢Z °erg A U F Z Z QQn zW Z�X zW o�F- Q h 2i2d' t= O 1.- n.z (,NF 0 D. m y of LLI LL2 �0 Ir U F9.3 \ 4 I 3 1 •r 1 t F➢.4 F9. } 78'-6 11/16" TO OUTSIDE OF ACCESS RAMP OUTER WALL COMMON WALL WI CONCRETE 0 o STOCKPILE RETAINING WALLS 39'-6 3/8" TO MATCH LINE O w � w (SEE F5.X FOR DETAILS) 1 O 3'-4" 1 71'-9 15/16" TO INSIDE OF ACCESS RAMP OUTER WALL _ > F o 0 oLL f u� rc LL 36'-2 3/8" TO MATCH LINE 0 $4' &ELEV=fi96.50 W wo idw a m t/W (BEYOND) \ ' w w .� T, � - � j IT! / ' i I 46'-8 3/4" TO OUTSIDE OF ACCESS RAMP INNER WALL Q 3 { ill '!I ii� ilI (�I23'4"TO MATCH LINE!, Ii z�y f �� u � • " �.• u -- j.— .84..-..�..,_ e AC.CF'SS RAMP OI WAI _ - 0, p 9 j O 3'_4• j; 39'-t1 15/16 TO INSIDE OF ACCESS RAMP INNER WALL I r - U Gg l I ELEV 684.00 I (BEYONDI o v /W (BEYOND) i 4 MATS #6 VERT 0 12 OL 1 - T ATCH LINEI II W <31£ 111 :I 4 MATS #5 HORIZ 0 12.00 20 0 TV ©T/CP®8ACK OF STOCKPILE , #a U's^ 0 12"OC i //a U's' 0 12'Oc { T� =s8a O I i .-.� T/w =ses.s = 8 .. ._.. ,f. IN WALL _.�-:RETAIN - 12" THICK REINFORCED i II 8 M6 CONTINUOUS 8" ( •` I LV=683.41 CONCRETE PAVEMENT (SEE I ,! THROUGH CURB THROUGH CURB - : (SEE F9X FOR DETAILS) T/CP F11.X FOR PAVING DETAILS I' //6 CONTINUOUS 1 ASPHALTIC EXPANSION JOINT ASPHALTIC EXPANSION JOINT ) (SEE F9.X FOR DETAILS)-- __. r{'�#I%ro ._ _—--s. _� _ .. —m -� - Ill 2 -0" FULL HEIGHT FULL HEIGFR + _ /Y DOWELS ' 71 / f / / / /fir/////f _•"b y I2 MATS #5 J/ i� DOWELS PPP", l#3 ACI HOOK (TYP) ACCESS RAMP INNER WALL I V z'.€3 � O 0 12"OCEW t • 4 MATS #6 VERT 0 12"OC 4 MATS /fi VERT 0 12"OC 4 MATS /6 VERT 0 12'OC \ �Rd a °'•INSTALL 4 SETS OF 4 MATS 5 HORIZ 0 12" OC Jl4 MATS 5 HORIZ 0 12" OC FOOTING 0 0UTSIOE 4 MATS 5 HORIZ 0 12"OC I ; ���„ o zp //6 'L's" 0 12"OC I KEYWAY W/ WATERSTOP FV=67 9 i FLFV=678 81 FACE OF ACCESSby ri EL EV=677. 8 FOR 3RO POUR `` �j F� 1� I�I ,/� RAMP INNER WALL �.3g v TOP OF FOOTING �TYP (REFERENCE ONLY I IF RAMP FLOOR 6 ! TOP OF FOOTING 6v ww BACK OF STOCKPILE \ - SEE DETAIL L) ENO OF 1ST SECTION OUTSIDE CORNER TOP OF RAMP FLOOR •N 3gC" RETAINING WALL BEYOND �- T.--INNER WALL MP fA CESIS ERAMPEOUTER- m _ BEYOND SEE NOTE 5 ___ WALL (BEYOND) �I - — Y • os "y - . ::,:.•,,:. p-r. C..., - ..._ _ CNi'p #6 12 OCEW Toy 0 - FS'E TS 1+-(- INSTALL.4 SETS OF INSTALL 4 SETS OF O UU w o U 0 12"OC 5'-0" 45' �5 tz' FOR "2N 0 POUR J 6 L 0 12"UC FOOTING 0 BACK ES RETAINING FOR 2ND POUR 3p• 3p• FOR 2ND POUR �T-- WgLL IS ACCESS RAMP & y SOIL CONDITIONING) SLOPES 0 0.79% WITH FLOW U) AS PER C5.5 LINE FOR CHANNEL B W B, CLARIFIED PIT MAINTENANCE ACCESS RAMP 0' m o SOUTH ELEVATION B1 w a W CZ' A SCALE: 1/2" 1'-0' z- H Z Z Q ww p N . Fgr� qS'�� Z W L) Oj j* .........................../ T/W = TOP OF WALL H p Or D 3 � THOMAS A. EYEINGTON, JR. T/CP =TOP OF CONCRETE PAVE',MENT a (n (7 O / ....:......................:... a m GENERAL NOTES °w M O /r(rAPo�:40930: `�`��' II� —� BACKFILLASPER GEOTECHREPORT (SEE CS5FOR DETAILS) 1. REFER TOF0.1TOFO.7FOR ALL CONCRETE GENERAL NOTES li u a ( , CENSE• L.. FOORRBoaeMo-aYBELOWEwGSTNNGPIGRADEDEPTHVARES)PST 3. ALLLIPLSPLICESANDIDE EOLOPM NTRL NGTHTOBE OIGB REARDIAMET DRESS(MIN)OR00ASNOTED S) 4. ALL COVER TO BE 2.0 INCHES (UNO) L) THOMAS A. EYE/NGTON, JR. LIMESTONE: HIGHLY TO COMPLETELY WEATHERED, TAN" VERY SOFT TO SOFT 5. CONCRETE FINISHING CONTRACTOR TO BLEND CONCRETE SURFACE AT VARYING RAMP SLOPES ELECTRONIC SEAL DATE: 09/26=23 EVEINGTON ENTERPRISES, INC. D�l� TAN WEATHERED LIMESTONE (HARD), BEARING CAPACITY (TYP ALL PLACES) F-8189 I�'�n ' OF75WPSF (PER GEOTECHREPORT FOR BORE M6) 6. ALL WSEL AND GRADES AS PER KJE DS-22.0079 DATED 09/26123 (WORK PRODUCT KJE'S) F9.4 / 4 I 1 2 1 1 \ 4 1 B 1 q 78'-6 11/16" TO OUTSIDE OF ACCESS RAMP OUTER WALL 39'-0 5/16�TO MATCH LINE 71'-9 15/16" TO INSIDE OF ACCESS RAMP OUTER WALL 35-7 9/16" TO MATCH LINE ELEV-696.50 /W (BEYOND) � 1 , 36' V1 C" 3'-4 3/4" CHANNELC(SEE F8.X FOR DETAILS) It g 1� 46'-S 3/4" TO OUTSIDE OF ACCESS RAMP INNER WALL � ��j 12'-2 13/16" j fl 1�J 23'-4 3(4' TO MATCH LINE 39'-11 15/16" TO INSIDE OF ACCESS RAMP INNER WALL V-4 3/4" 1� 20'-0" TO MATCH LINE I awl N. 1� { I I CFSS RAMP (111TfQ n'('L i I LEV 686.50 LEV=684.00 EYONDI '� MI I 1 T/W T/W 4 MATS #6 VERT 0 12 OC-1 A • �THOMAS A EYEINGTGN, JR.i �l o°• 90931 r� f THOMAS A. EYENGTON, JR. ELECTRONIC SEAL DATE: 09/26(2023 EYEINGTON ENTERPRISES, INC. FA189 _ 4 MATS #5 HORIZ 0 12 OC 1 f� 12" THICK REINFORCED I I I I� ''I I I' Q ) I �{ ELEV=683.41 I ASPHALTIC EXPANSION JOINT i I 6 CONTINUOUS' j 6 CONTINUOUS I u CONCRETE PAVEM11 ENT (SEE I I 8" i 1 W 8" g .' SEE F9.X FOR DETAILS j r' -4 "U's" ® 12 OC'l THROUGH CURB F11.X FOR PAVING DETAILS 1 V ' I I J \ m _ _ W -+` 1 a 1 T CP THROUGH CURB CA I`I Gi OIC (ttP/ FUEGHT DOWELS --- . _ NN , #4 "U•s" 0 12"OC -^• FULL HEIGHT � �-� 4 MATS #6 VERT 0 12.00 DOWELS-� —4 MATS #6 VERT 0 12" OC 1 FOOTING 0 OUTSIDE gT:T:fSs;6A P INNER 1zALLL �/4 MATS 5 HORIZ 0 12" OC 4 MATS 5 HORIZ 0 1YOC i FACE OF ACCESS 4 M T$ /j �/I j' ^ B]B Bi RAMP INNER WALL 4 MATS #5 HORIZ 0 12"OC I' // �/I• F �j( �fi �, � TOP OF RAMP FL 0-E C I O TOP NSIDEOF R FACE MP FOF OF LO R zrn �P (1FIF01STNG 4� ACCESSCORNER OUTER WALL FACE'BEYOND EL -6]6 9 'V� V1NG 0� [ACC RAMP OUTER �tj OUTSAF CORNER �V_ y /// "U•s 1 / WALL (BEYOND) O4 OF ACCESS RAMP / TtlP OF RAIAP FLOOR dO / OUTSIDE CORNER #4 1x' 1y INNER WALL BEYOND!// IE NOTE 5!J/ OF ACCESS RAMP u'C __ _ .... w� 14•C 04 "U'.' START OF 3SE SECTION OUTER WALL �® 12"OC 1e — ------ Ix• ®1z"oc FOOTING 0 BACK OF RETAINING &5 ACI DOWEL W/ 30" CAL 1 SOIL CONDITIONING 3' 6" 2 MATS 6• 6 1 WALL IS ACCESS RAMP & AS PER C5.5 5'-0" & 6" EMBEDMENT 0 12° OC SLOPES 0 0.79% WITH FLOW 0 12'OCEW I INSTALL 4 SETS OF LINE FOR CHANNEL B �as' g5.IN5TALL 4 SETS OF —_ - ASPHALTIC EXPANSION JOINT Jp• #6 FOR"2 01POUR 6" MUD SLAB 1,000 PSI #6 "L's' 0 12"OC KEYWAY W/ WATERSTOP NP (SEE F9.X FOR DETAILS) 0 28 DAYS .n' FOR 2ND POUR (REFERENCE ONLY - SEE DETAIL L) gz CLARIFIED PIT MAINTENANCE ACCESS RAMP Fs., F15.5 SOUTH ELEVATION 132 SCALE: 1/2' = 1'-0" T/W =TOP OF WALL T/CP =TOP OF CONCRETE PAVEMENT GENERAL NOTES I I� I III MCKFILL AS PER GEOTECH REPORT (SEE C5.5 FOR DETAILS) 1• REFER TO FO.1 TO FO.7 FOR ALL CONCRETE GENERAL NOTES //^^II DARK BROWN CLAY W/DMESTONE PIECES (PER OEOTECHREPORT 2• ALL WALLS AND FOOTING TO BE POURED WITH BTC HIGH EARLY MIX DESIGN (5000PSI @ 3 DAYS 1J FOR BORE R5)"FTBELOW EXISTING GRADE [DEPTH VARIES) 3. ALL LAP SPLICES AND DEVELOPMENT LENGTH TO BE 40 BAR DIAMETERS (MIN) OR AS NOTED LIMESTONE HIGHLY TO COMPLETELY 4. ALL COVER TO BE 2.0 INCHES (UNO) r WEATHERED, TAN. VERY SOFT TO SOFT 5. CONCRETE FINISHING CONTRACTOR TO BLEND CONCRETE SURFACE AT VARYING RAMP SLOPES TANWLATHERED LIMESTONE(HARDABEARINGC ACITY (TYP ALL PLACES) ti,ry OF 7500PSF(PERGEOMCHREPORT FOR BORE M5) 6. ALL WSEL AND GRADES AS PER KJE DS-22.0079 DATED 09/26A23 (WORK PRODUCT KJE'S) 4 I 1 2 1 1 F9.5 B A m 54'-0" TO MATCH UNE TO MATCH LINE @ OUTSIDE CORNER OF ACCESS RAMP OUTER WALL 50'-8" TO MATCH LINE TO MATCH LINE @ OU,TSIDE CORNER OF ACCESS RAMP OUTER WALL S-4" i1i il "III 1, � 12'_O" �I _ III 111 I I �1 �/WE (BEYOND) /� n1i zII I VT/W�B (BEYOND) I ELVV =ARIES 1It (1 VT/CP (BEYOND) VI I 4ZVERTIT12'O� I 4 MATSTS #55 @ HORIZ 12'OCC ELEV=675.40 /� FOOTING @ TOP OF RAMP FLOOR RETAINING WALL 15 @ END OF 3R0 ' SECTION & @ START SLOPES ® 42%l OF FINAL SECTION I *: ....................... ;THOMAS A EYEINGTON, JR.; /....:.......:.................... �l o' 909io 31 THOMAS A. EYEINGTON, JR. ELECTRONIC SEAL DATE: 09/25/2023 EYEINGTON ENTERPRISES, INC. F_8189 EV=694 T/W �I Il I i'Fl Il9 Prl 38'-4 7/16" TO OUTSIDE CORNF"R •OF ACCESS RAMP INNER WALL 34'-11 11/116J TO OUTSIDE CORIAER F ACCESS RAMP INNER WALL I X-4 3/4" ll1 II I IJJ III l 6" MUD SLAB SOIL CONDITIONING 1,000 PSI @j AS PER C5.5 28 DAYS 16'-3V 3/8" CHANNEL B (BEE FT.X FOR DETAILS) uT/GP (BEYOND 4.00 RAMP 14 INNER WALL (BEYOND)-6B/Cp I U! l.IJ J) N rn ro I'h 12" THICK REINFORCED ♦� CONCRETE PAVEMENT (BEYOND - 8- #6 CONTINUOUS THROUGH CURB @ - 6" #6 CONTINUOUS SEE F11.X FOR PAVING DETAILS) ACCESS RAMP INNER WALL (BEYOND) \ THROUGH CURB I.i� #4 "UL @ 12"OC G FULL HEIGHT ' FULL HEIGHT DOWELS ,�i,- 4 MATS #6 VERT ® 12"OC DOWELS ® ACCESS RA, 4 MATS #5 HORIZ @ 12" OC 4 MATS #fi VERT ® 12-OC INNER WALL (BEYOND), @ ACCESS RAMP INNER WALL 4 MATS #5 HORIZ ® 12" OC DO �S RAMP INNER WALI (BEYOND) �i ELEV=676.66 Top4 MATS 6 VERT @ 12-OC , , .1 ACCCESSORAMP OUTER OUTSIDE WALL ORNEfZO # ^^ ELEV=876.56 4 MATS #5 HORIZ ® 12-OC VTOP OF FOOTING rc TOP 7RNA F OUTSIDE FACE FOOTING ® RETAINING WALL IS w 4 U o P FLOOR OF ACCESS RAMP WITH FLOW LINE FORCHANNEL B • START OF 3RD SECTION OUTER WALL ACCE a _ • - 5' 0' • 'I #5 ACI DOWEL W/ 30" DAL & 6" EMBEDMENT @ 12" OC •2 MATS #6 {--} .INSTALL 4 SETS OF 1z' #4 "U's'� @ 12"OCEW 6" INSTALL 4 SETS OF #6 "L'B" #6 "L'," @ 12'OC u,C @ 12"OC @ 12"OC FOR 2ND POUR ." FOR 2ND POUR 1Y ASPHALTIC EXPANSION JOINT ACCESS RAMP INNER WALL jo. KEYWAY W/ WATERSTOP TYp (SEE F9.% FOR DETAILS) (BEYOND) (REFERENCE ONLY - SEE DETAIL L) c1 CLARIFIED PIT MAINTENANCE ACCESS RAMP 9, �.6EAST EXTERIOR ELEVATION Cl SCALE: 1l2' =1'-0' II I 1 I --I BACKFILLASPERGEOTECHREPOHT(SEEC5.6FORl DETAILS) PIECES REPORT FOR BORE #5 041FT BELOW E%ISTI NG GRADE (DEPTH VARIES) ' UMESTOI•E:HIGHLYTOCOMPLETELY WEATHERED, TAN" VERY SOFT TO SOFT IT 4 TAN WEATHERED LIMESTONE (HPP.D). BEARING CAPACITY OF 750OPSF (PER GEOTECH REPORT FOR BORE N5) TIW = TOP OF WALL T/CP = TOP OF CONCRETE PAVEMENT GENERAL NOTES 1. REFER TO FO.1 TO FO.7 FOR ALL CONCRETE GENERAL NOTES 2. ALL WALLS AND FOOTING TO BE POURED WITH BTC HIGH EARLY MIX DESIGN (5000PSI @ 3 DAYS) 3. ALL LAP SPLICES AND DEVELOPMENT LENGTH TO BE 40 BAR DIAMETERS (MIN) OR AS NOTED 4, ALL COVER TO BE 2.0 INCHES (UNO) 5. CONCRETE FINISHING CONTRACTOR TO BLEND CONCRETE SURFACE AT VARYING RAMP SLOPES (TYP ALL PLACES) 6. ALL WSEL AND GRADES AS PER KJE DS-22-0079 DATED 09126A23 (WORK PRODUCT KJE'S) 2 1 1 r. F9.6 59'-10 1/8" TO MATCH LINE ® OUTSIDE CORNER OF ACCESS RAMP OUTER WALL CLARIFIED PIT (SEE FIX FOR DETAILS) 1'-6" 58'-4 1/8" TO OUTSIDE CORNER OF ACCESS RAMP OUTER WALL 12' WOOD FENCE (SEE LD2.X FOR DETAILS) ESCAPE LADDER Ii1 (BEYOND S 4.X FOR DETAILS) lil'I EL�_V-663.00 T/W ®NORTH SIDED OF CLARIFIED PIT I�I -'CLARIFIED PUMPS BEYON. 1 I/ (SEE P3.8 FOR DETAILS) THIC1K REINFORCED CONCRETE ELEV=683.00 PAVEMENT (BEYOND - SEE _ T/OR ClP (BEYOND Ll PAVING DETAILS) VE OOYR681.40 WSEL 'k7 I �' )ACFS� RAMP 4CMAT5 #6 VERTNa I2WOC (RFYOND). _ 4 MATS #5 HORIZ ® 12.00 kREFER TO F4.X FOR 'Pi �FLEV 678.80 CLARIFIED PIT DETAILS 5YR WSEL 4 MATS 56 VERTNT®R 12"OC� I I - 4 MATS �5 HORIZ ® 12"OC �TDP OF RAPLL R /�ELEV=677.58 i ri 1YR WSEL FOOTING ® RETAINING END OF 3RD SECTION & WALL IS ACCESS RAMP START OF FINAL SECTION i & SLOPES ® 5.88% y KEYWAY W/ WATERSTOP TYP i (REFERENCE ONLY - SEE DETAIL L) _ REFER TO F4.X FOR CLARIFIED ! T/CP ® 1 f PIT DETAILS CI ARIFIFD PIT - r(,,\\\ 6" MUD SLAB] `SOIL CONDITIONING 1,000 PSI AS PER C5.5 28 DAYS .* ...................... :.. THOMAS A. EYEINGTGN, JF �. 90931 THOMAS A. EYEINGTON, JR. ELECTRONIC SEAL DATE: 09/2fi2023 EYEINGTON ENTERPRISES, INC. F-8189 4 3'-6" - \�2 MATS #6 1:10 TAPER ® 12"OCEW 8•-D" ' cz CLARIFIED PIT MAINTENANCE ACCESS RAMP pp�� Fs.1 F9.7 EAST EXTERIOR ELEVATION C2 0—m SCALE: 1/2"=1'-0" --- Ur- I —I I I� BACKFILLAS PERGEOTECHREPORTISEECS.SFORDETALS) J14 - DARK BROWNCLAYW/ UMESTONE PIECES (PER GEOTECH REPORT FOR BORE 95) 0< BELOW EXISTING GRADE (DEPT H VARIES) LIMESTONE:HGHLYTOCOMPLETELY WEATHERED, TAN, VERY SOFT TOSOFT TAN WEATHERED LIMESTONE (HARD), BEARING CAPACIIY / OF 750OPSF(PER GEOTECH REPORT FOR BORE 95) I IIppI``III�L� ELEV=686.50 (W (BEYOND) 12" THICK REINFORCED CONCRETE PAVEMENT (BEYOND - ELEV=VARIES '/CP I I Z SEE F11.X FOR PAVING DETAILS) (BEYOND) - - i T/W = TOP OF WALL T/CP = TOP OF CONCRETE PAVEMENT GENERAL NOTES 1. REFER TO FO.1 TO FO.7 FOR ALL CONCRETE GENERAL NOTES 2. ALL WALLS AND FOOTING TO BE POURED WITH BTC HIGH EARLY MIX DESIGN (5000PSI @ 3 DAYS) 3. ALL LAP SPLICES AND DEVELOPMENT LENGTH TO BE 40 BAR DIAMETERS (MIN) OR AS NOTED 4. ALL COVER TO BE 2.0 INCHES (UNO) 5. CONCRETE FINISHING CONTRACTOR TO BLEND CONCRETE SURFACE AT VARYING RAMP SLOPES (TYP ALL PLACES) 6. ALL WSEL AND GRADES AS PER KJE DS-22-0079 DATED 09/26/23 (WORK PRODUCT KJE'S) 2 1 1 w E W Z. UZ O LIU � o z J w =O NyQ Z W U X Lu �Oww Zm= L 02K FW 0�� p to M0 lcW E la 5�U F9.7 1 4 I 3 a 3'-4" CHANNELS (SEE F7.X FOR DETAILS) I B N....�.-.It A a" 4 MATS #6 VERT @ 12.00 4 MATS #5 HORIZ @ 12" OC TOP OF FOOTING @ 0Aelk OF ACCESS RAMP OUTER WALL FOOTING @ RETAINING WALL IS , ACCESS RAMP & SLOPES @ 0.79% WITH FLOW LINE FOR CHANNEL B� #5 ACI DOWEL W/ 30' OACL 5'-0" & 6" EMBEDMENT @ 12" OC #4 "U•s" IT ASPHALTIC EXPANSION JOINT @ 12"OC �14 (SEE F9.X FOR DETAILS) KEYWAY W/ WATERSTOP TYP (REFERENCE ONLY - SEE DETAIL L) * ..:.*. I /THOMAS A EYEINGTON, JR.; 4 90931 THOMAS A. EYEINOTON, JR. ELECTRONIC SEAL DATE: 09/2612M EYEINGTON ENTERPRISES, INC F-8leg 2 1 52'-0 13/16' TO MATCH LINE @ TND OF ACCESS RAMP 3RD SECTION 48'-8 13/16" TO MATCH LINE @ �ND OF ACCESS RAMP 3RD SECTION T/CI p I #4 U s"O 12'OC T%CP oar + #6 CONTINUOUS 8 ASPHALTIC EX THROUGH CURB (SEE i' (SEE F9.X FD I 4 "U's' @ 12"OC_�-_- EMBED FULL HEIGHT DOWELS I• 4 MATS #6 VERT @ 12.00 FULL HEIGHT D 4 MATS #5 HORIZ @ 12" OCi' ' J ACCESS RAMP TOP OF RAMP FLOOR SEE NOTE #5 4 MATS #6 4 MATS #5 H uTOP OF RA1AP FLDOR ®\ - START OF 3RD SECTION N �- � INSTALL 4 SETS OFu 2 MATS #6. #6 "L's` @ 12"OC Irl 6" @ 12'OCEW FOR 2ND POUR , JuINSTALL 4 SETS OF �• @ 12"OC FOR 2ND POUR cs CLARIFIED PIT MAINTENANCE ACCESS RAMP 9 , F9.6 EAST INTERIOR ELEVATION C3 SCALE:,/2' =1'tl ELEV=696.50 / T/W (BEYOND) OF I.CCESS RAMP 3RD SECTION, Ali I Y: !)I 33'-0 7/16 TO MATCH LINE N END OF ACCESS RAMP 3RD SECTION �I 1� I r j i T/W 686.50 TL P 684.0 / / z PAN ION JOINT j ! 12 THICK REINFORCED I : F- CONCRETE PAVEMENT (SEE .ELEV=VARIES R DETAILS) �F11.% FOR PAVING DETAILS) T/CP OOK W/ 30" OAL J� _ MENT/6 12" O.G. OWELS #5 ACI HOOK (TYP)J OUTER WALL ACCESS RAMP INNER WAL` (BEYOND)4 MATS #6 VERT @ 12"O VERT @ 12"OC > 4 MATS #5 HORIZ @ 12.00 I ORIZ @ 12"OC 7. 40 c LL FOOTING @ RETAINING P `WALL IS ACCESS RAMP FLOOR @ END iry / & SLOPES @ 2.42Y OF 3RD SECTION a & @ START OF FINAL SECTION ,.. , < �6< " MUD SLAB = ( ///1� 1,000 PSI @ SOIL CONDRIONING-1 28 DAYS AS PER C5.5 ® T/W = TOP OF WALL T/CP = TOP OF CONCRETE PAVEMENT GENERAL NOTES =II'-I-BACKFIU-ASPERGEOTECHREPORT(SEEC5.5FOIEGETAIIS) 1. REFER TO FO.1 TO FO.7 FOR ALL CONCRETE GENERAL NOTES _Lj _.TI DARK BROWN W/LIMESTONE PIECES (PERGEOTECHREPORT 2' ALL WALLS AND FOOTING TO BE POURED WITH BTC HIGH EARLY MIX DESIGN (50001PS1 @ 3 DAYS) rr /i /l 1A FOR BORE M 04 IFT BELOW EXISTING GRADE (DEPT H VARIES) 3. ALL LAP SPLICES AND DEVELOPMENT LENGTH TO BE 40 BAR DIAMETERS (MIN) OR AS NOTED jLIMESTONE: HIGHLY TO COMPLETELY 4. ALL COVER TO BE 2.0 INCHES (UNO) WEATHERED, TAN. VERY SOFT TO SOFT 5. CONCRETE FINISHING CONTRACTOR TO BLEND CONCRETE SURFACE AT VARYING RAMP SLOPES TAN WEATHERED LIMESTONE(HARD), BEARING CAPACITY (TYP ALL PLACES) OF 7500PSF(PER GEOTECH REPORT FOR BORE #5) 6. ALL WSEL AND GRADES AS PER KJE DS-22-0079 DATED 09/26123 (WORK PRODUCT KJE'S) 4 I ! I 2 G s o a €ogo rc _ � is m wo. LL z I INO W o ; $ s 0 OMN€ I�5 F`og6 a= — wt~�' rzWz� W a nP� v) M LU Q 2 it o A U> -1°z Q j D' 0 N W U 1-2 Z� Zm= F-D3 a H 00 Q LL W m 90 0. 5� U F9.8 B A J 4 1 3 1 ca Fs.s es.e 57'-10 15/16" TO MATCH LINE ® START OF ACCESS RAMP FINAL SECTION 56'-4 15/16" TO MATCH LINE ® START OF ACCESS RAMP FINAL SECTION IS ELEV=696.50 T/W (SEYOND)j� Z EL EV 684-0 1! ` ELEV=686.5 w t i T/CP I1' T/W n�l I 12" THICK REINFORCED �ELEV=VARIES CONCRETE PAVEMENT (BEYOND - T/CP SEE F71.X FOR PAVING DETAILS) I IE �y—[y7�j Q� it DFIYAMP FLOOR Ot END OF 3RD SECTION & ® FOOTING ® RETAINING START OF FINAL SECTION WALL IS ACCESS RAMP & SLOPES ® 5.88%� 6" MUD SLAB 1,000 PSI ® SOIL CONDITIONING CLARIFIED PIT (SEE 1-6" F41 FOR DETAILS) _ I {� EL�.V-663.D0 6T/W ® NORTH SIDE ! i 1 OF CLARIFIED PIT ' 1 -..CAI I� ! CLARIFIED PUMPS (SEE ! ! I P3.8 FOR DETAILS) ) - ( 8" THICK REINFORCED 3 CONCRETE 1 PAVEMENT (BEYOND — SEE F11.% FOR PAVNG DETAILS) !AI 1I PUMP PAD (SEE 1 --------�683COp - F4.13 FOR DETAILS) I / -- w - - - - - - - -- 1 #5 ACI HOOK (TYP) ACCESS RAMP OUTER WALL (BEYpQyyff��1 95 ACI HOOK W/ 30" GAL & 4 MATS I6 VERT ® 12"OO 6" EMBEDMENT ® 12' O.C. 4 MATS #5 HORIZ ® 12bC ASPHALTIC EXPANSION JOINT �F (SEE F9.X FOR DETAILS) 12 4CFA TT5 4N2 dLJN®R 12-OC 1 - VEfii REFER TO F4.X FOR 4 MATS #5 HORIZ 0 12"OC CLARIFIED PIT DETAILS 28 DAYS AS PER C5.5 2 MATS 46 J/ REFER TO F4.X FOR CLARIFIED PIT DETAILS ->. 4/ 1 12' WOOD FENCE (BEYOND - SEE LD2 X FOR 'DETAILS) 24" TALL PIPE SAFETY RAIL SYSTEM (SEE- S4.X FOR DETAILS) j ij II it III II I ESCAPEf LAI!DDER I (SEE S4.X FOR DETAILS) I REFER TO F4.X FOR CLARIFIED PIT DETAILS _-yAEV=681.40, )OOYR WSEL� I 1 I I I I •5YR WSEL f====1 1 •� �� QF T61111 ® 12"OCEW 1:101 TAPER ..3 —6" - `•3'_0"..- S5�P4" ca CLARIFIED PIT MAINTENANCE ACCESS RAMP 8'-0" SCALE: EAST INTERIOR ELEVATION C4 EYWAY w/ WATERSTOA TYP /crcrarKrc nui v _ ccc nrrell 1 ...:.........•....•..•.•.•.•..••T/W = TOP OF WALL 2HO A. EYEIN6TON, JR. T/CP = TOP OF CONCRETE PAVEMENT r �:• 90931 GENERAL NOTES BACKFILLASPERGEOELHREPORT(SEEC5.5FOR DETA15) 1. REFER TO FO.1 TO FO.7 FOR ALL CONCRETE GENERAL NOTES 2. ALL WALLS AND FOOTING TO BE POURED WITH BTC HIGH EARLY MIX DESIGN 50001PSI 3 DAYS \\SS/ONALENG� j//////�-OARKBROWNCAYW/ hESTONEPIECE3(PERGEOTECHREPORT ( ) \��""�" (/ FORBORE M6) 041FT BELOW EXISTING GRADE(DEPTH VARIES) 3. ALL LAP SPLICES AND DEVELOPMENT LENGTH TO BE 40 BAR DIAMETERS (MIN) OR AS NOTED THOMASA. EYEINGTOA1, JR. P 4. ALL COVER TO BE 2.0 INCHES UNO LIMESTONE: HIGHLY TO COMPLETELY WEATHERED, TAN•VERY SOFTTO SOFT 5. CONCRETE FINISHING CONTRACTOR TO BLEND CONCRETE SURFACE AT VARYING RAMP SLOPES ELECTRONIC SEAL DATE: 2023 EVEINGTON ENTERPRISES,ES, INC.IN6= -TAN WEATHERED LIMESTONE (HARD), BEARING CAPACITY (TYP ALL PLACES) F-8189 OF 75NPSF(PER GEOTECH REPORT FOR BORE #5) 6. ALL WSEL AND GRADES AS PER KJE DS-22.0079 DATED 09/26023 (WORK PRODUCT KJE•S) 4 I 3 1 2 1 1 Na to V UO a = o A U> �z� < J K O= N W U H 0: OWE Z� U= Z 0, f �H 3FK ELy 00 wa W mgo �a 52 O F9.9 B 4 3'-5 1/16" ELEV=696.50 /W (BEYOND) EI 63'V-9" 6D'-4 15/16 1 , 16'—3" CHANNEL S (SEE FTA FOR DETAILS) F----1110 - I� #n, HOOK (N I), - f _ 1:10 TAPE #5 ACI HOOK W/ 30" OAL & 6" EMBEDMENT 0 12" O.C. ASPHALTIC EXPANSION JOINT (SEE F9.X FOR - DETAILS) A i* ' /iHOMAS A EYEINGTON, JR.� /f ,o'• 90931 � f IfIO`;ss/O`A ENG„a4i�i THOMAS A. EYEINGTON, JR. ELECTRONIC SEAL DATE: D&262023 EYEINGTON ENTERPRISES, INC. F-8189 / 4 8"O SCH 40 CS PIPE BOLLARD (SEE S3.X FOR DETAILS) ,I lI III I,i L W II! 1!. jOO ACCFSS r�"P INNFR �711 ACCESS RAMP O T R WADI (HEY(�y�)— ! 4 MATS AO VERT @ 12�OC _ELEV=I6'813.41 4 MA� 76 IAM ® IN LEV ! 6B4.00 I 4 MATS #5 HORIZ 0 12-OC T/Cp 4 MATS #5 HORIZ 0 12 OC T/Cp (I 12" THICK REINARCED I' I - I ELEV=683I.79 CONCRETE PAVEMENT ASPHALTIC EXPANSION JOINT 6^ #6 CONTINUOUS 1 I 1 g^ #6 CONTINUOUS T/Cp (SEE F11.X FOR I ) . I (SEE F9.% FOR DETAILS) THROUGH CURB I \ THROUGH CURB PAVING DETAILS)"""��1 • • • I - 1 #5 AC' HOOK W/ 1 OAL & U s ® 12 OC , ro 6" EMBEDMENT 0 12" O.C.---------_.__._.. '4 " _ Ir I � i 4 MATS #6 VERT 0 12-OC '4— FULL HEIGHT 4 MATS #5 HORIZ 0 12" OC / 6-0 #5 ACI HOOK (TYP)-/ ILr4 MATS #6 VERT 0 12"0 FULL HEIGHT {,�,�` �j7Z77 /►� T ''--IFV=.7.-0. 4 MATS #5 HORIZ 0 12" OC DOWELS `�' TOP TlF (DOTING 0 BACK OFF' T i -' RAMP SLOPES &TOP OF FOOTING STOCKPILE RETAINING WALL 0 9.29% 0 OUTER FACE I SEE NOTE #5 `� OF ACCESS RAMP FIEV=676.69 FOOTING @ RETAINING WALL ._. OUTER WALLOP OF DOTING 07N-W IS -3 - _- _- SECTIONACCESS RAMP & SLOPES AMP IOUTERDE CWAOLL FOR CHANNEL B /0 0,797. WITH FLOW LINE I Jg OF 1ST CACCESS OR 6" MUD SLAB 1,(100 PSI 0 SOIL 28 DAYS ,LL 4 SFTS Oli "2 MATS #6Y L's" @ IOOC 0 12"SC 2ND POUR .INSTALL 4 SETS OF #6 L's" @ 12"OC 1p• FOR 2ND POUR c5 CLARIFIED PIT MAINTENANCE ACCESS RAMP F I F9-10WEST ELEVATION C5 SCALE: ,/2' =1'-0• i w T •1•.•��• #5 ACI DOWEL W/ , OAL & #4 "U's•1 u' 1C 0 12-OC 6" EMBEDMENT I 0 12" SC I KEYWAY W/ WATERSTOP I -TYP (REFERENCE ONLY ASPHALTIC - SEE DETAIL L) EXPANSISN 'JOINT (SEE F9.X FOR DETAILS) T/W = TOP OF WALL TICP = TOP OF CONCRETE PAVEMENT GENERAL NOTES III SACKFILLAS PERGEOTECH REPORT(SEE C5.5 FOR DETAILS) 1. REFER TO FO.1 TO FO.7 FOR ALL CONCRETE GENERAL NOTES —� 2. ALL WALLS AND FOOTING TO BE POURED WITH 8TC HIGH EARLY MIX DESIGN (SOOOIPSI @ 3 DAYS) F / / J / ,I - OARK SRO) CLAY E DME XISTI PIECES (PER G I -I VM[ REPORT V / /11 FOR BORE M6)O-0IFT BELOW EXIBTING GRADE (DEPTH VARIES) 3. ALL LAP SPLICES AND DEVELOPMENT LENGTH TO BE 40 BAR DIAMETERS (MIN) OR AS NOTED I LIMESTONE: HIGHLY TO COMPLETELY 4. ALL COVER TO BE 2.0 INCHES (UNO) WEATHERED, TAN" VERY SOFT TO SOFT 5. CONCRETE FINISHING CONTRACTOR TO BLEND CONCRETE SURFACE AT VARYING RAMP SLOPES TAN WEATHERED LIMESTONE(HAFID), BEARING CAPACITY (TYP ALL PLACES) OF 750OPSF(PER GEOTECH REPORT FOR BORE 95) 6. ALL WSEL AND GRADES AS PER KJE DS-22-0079 DATED 09/26123 (WORK PRODUCT KJE-S) 1 2 1 1 / V W U Q U o A UO FZ °. as Wo,D z Z2 l--W OWH zw zm= Fw oho as o�3 w� TDPgo LL � t�LL a U F9.10 \ 4 I G I 2 16, 3" 63'-9" S-5 1/16" YI 4 z i i Sze 3'-4" 60'-4 15/16" 1'-O' z0 CHANNEL B (SEE F7.X FOR DETAILS) > = o a g '8 I C 3 LL ELEV=696.50 19 0 t 1.2 9 T BEY ND � ji {I i i�� I I - li I— r is momwLL I i! k� �_. 1IihI1I z�il� 1 Imo. 8.0 40 CS PIPE BOLLARD I I y l g I> SCH D li) z i (SEE 53.% FOR DETAILS) W a 3 $ — 1 1>1lz _ lzaz ; 1 AGCESS RAMP (iLITFR W I (BEYOND) ELEV=584.0 4 MATS 6 VER ® 12�OC ELEV=68400 ELEV 686.50 I T/CP # T/W (BEYOND J i1�� (BEYOND) w 4 MATS #5 HORIZ 0 12 OC I I i I J / W — II ACCESS RAMP INNER WALL (BEY Ot — J I 12" THICK REINFORCED I #6 CONTINUOUS 8- #6 CONTINUOUS — 8" ELEV=683.41 4 MATS #6 VERT 0 12 OC I CONCRETE PAVEMENT LEV=683.19 I� ' THROUGH CURB ( THROUGH CURB- T/CP (BEYOND) 4 MATS #5 HORIZ 0 12.00 �IA SEE F11.% FOR T/CP VINE4 MATS #6 VERT 0 12"OC" " 4 MATS #5 HORIZ 0 12" OC #4 U's 0 120C 1 '- FULL HEIGHT DOWELS 0 ACCESS U — 4 I e 4sgd o p 1 _FULL HEIGHT (BEYOND) `gy„tJ u 4 MATS 6 VERT 0 12"OC • DOWELS / RAMP INNER WALL BEYOND o4 • �•.: C TAPER - /yfJ 4 MA15 #5 HORIZ 0 12. OC ,g'q. 0 ACCESS RAMP INNER WALL (BEYOND) RAMP SLOPES rya•^T•,•�.,;, �r L ` " Z g z FI FV=678.69 _ 0 9.29% V ---_ _ Y�I• I`I •_ I r—I L 1 FOOTING 0 REFAINING WALL �T/CP 0 END .,,fir - T I� I- WS A0I TAPER & �b3� SEE NOTE 5 OF 1ST SECTION "" gbgL+ 1 IS ACCESS RAMP & SLOPES / --- , - -"" _/(a 6"EMBEDMENT r�Yid 0 0.79� WITH FLOW LINE ...... w �.�/! !v:••. «; r+%Tt:) ! 0 12 O.C. @ I FOR CHANNEL B� ----- _ • ` ��: `• •• "�88b9i m" I / �� / 1 L :..; ASPHALTIC EXPANSION _ 6" MUD SLAB JOINT (SEE F9 X FOR 1 I ' "••"' ^ "� , ~�. 6" SOIL CONDITIONING 1,000 PSI 0 DETAILS)d i- n • INSTALL 4 SETS OF AS PER C5.5 28 DAYS //_ 5" c 2. MATS" '6 * I #5 ACI DOWELT"• l #, �. #fi "L's" 0 12"OC ,_ v 0 12.00 J FOR 2ND PNR 0 ( �� Qc w W/ 30 OAL & •',5'-0' ACCESS RAMP INNER C 1 fi EMBEDMENT " 12' C U w• f]Q: 1 #4 "U's INSTALL 4 SETS OF WALL (BEYOND) 0 12. OC I �tP u'� I 0 12"OC #6 "2N 0 POUR M LU P FOR 2ND POUR m' M W STOP ASPHALTIC TYP (REFER NKEYWAY / ACERONLLY U W EXPANSION - SEE DEFAIL L) Q J o JOINT (SEE F9.X' � CLARIFIED PIT MAINTENANCE ACCESS RAMP W z A U� HZ D. A FOR DETAILS) 9 1 F9 11 Q V a, O LONGITUDINAL SECTION LEVEL 1 N SCALE: V= W N L) 2 Lu10 °�r7 zQ m= O0 �............................. ./ T/W = TOP OF WALL / THOMAS A. EYEINGTON, JR. a ~ O N 3 ••••..••••••..•••••••••••••.••••� TICP =TOP OF CONCRETE PAVEMENT G � m v � # ,O% 90931 GENERAL NOTES LU Z O �,•. `��� I� —� (� { BACKFILLASPER GEOTECNREPORT (SEE C55FOR DEfAILS) 1. REFER TO FO.1 TO FO.7 FOR ALL CONCRETE GENERAL NOTES a 0 v 1L � �c'•• •.....•• G\ �, ��' 2. ALL WALLS AND FOOTING TO BE POURED WITH BTC HIGH EARLY MIX DESIGN (50001PSI @ 3 DAYS) � n 1��`/ONA4EN_.T -DARKBE45) CLAY IFTBELOMES EXISTIONE NG GRADECES E CH R 3. ALL LAP SPLICES AND DEVELOPMENT LENGTH TO BE 40 BAR DIAMETERS (MIN) OR AS NOTED (5 9 FOR BORE �) D-0 IFT BELOW EXISTING GRADE (DEFT H VARIES) ( 1 jj UMESTONE: HIGHLYTOCOMPLE' ELY 4. ALL COVER TO BE 2.0INCHES (UNO) O THOMAS A. EYEINGTON, JR. Y I WEATHERED, TAN, VERY SOFT TO SOFT 5. CONCRETE FINISHING CONTRACTOR TO BLEND CONCRETE SURFACE AT VARYING RAMP SLOPES ELECTRONICSEALDATE: U9126=3 ' EYEINGTON ENTERPRISES, INC. p—TANWEATHERED UMESTONE(HARD}BEARINGCAIRACTTY (TYP ALL PLACES) F8189 1—OF75 PSF(PERGEOTECHREPORT MRBORE (5) 6. ALL WSEL AND GRADES AS PER KJE DS-22-0079 DATED 09/26A23 (WORK PRODUCT KJE'S) F9.11 / 4 I 'y 1 2 1 1 \ B C COMMON WALL WI CONCRETE STOCKPILE RETAINING WALLS (SEE F5.X FOR DETAILS) I 1 LEV=684.OQ I T/W !�� � 1 ELEV=fiB �� T/Cp BACK OF L RET ININ® WALL I P( ODETJOI V�I EECF9XP FOR JLS) I \ MATS 12"OCEWEW u^ INSTALL 4 SETS OF #6 ® 12"OC FOR 3RD POUR OF _j15"INS®L�'1(240C F877 OR 2SETS DS POUR TOP OF FOOTING F& BACK OF STOCKPILE RETAINING W LL BEYOND I -- 1 FOOTING ® BACK OF RETAINING WALL -IS ACCESS RAMP & SLOPES ® 0.79% WITH FLOW LINE FOR CHANNEL B A j*r VlT •'•.* 1 �THOMAS A EYEINGTON, JR.T 90931 \ THOMAS A. EYEINGTON, JR. ELECTRONIC SEAL DATE: 09/26/2023 EYEINGTON ENTERPRISES, INC. F-81B9 / 4 I 3 I r 1 78'-6 11/16" 36'V10" 3'-4" 71'-915/16" S-4 3/4" • v ____. __—______ _. _._____- _. CHANNEL C (BEE FB.X FOR DETAILS) OLIELEV LEV-696.50 I T/W T/W ) 1 1 1i 11I �I rtl I r, I rA t 1 I ANESS RAMP qq111 R WAdJ 4 MATS #6 12 0(3 4 MATS #5 HORIZORIZ b ® 12"OC I I� #4 "U's" ® 12"OC LEV-68T� I S I? 6 CONTINUOUS T6 CONTINUOUS I a 6" THROUGH �CLR j II HROUGH CURB rl Ia 1 FULL HEIGHT .\ I I DOWELS 1 �#4 "U's" ® 12"OC CUFUl HEIGHT 4 MATS #6 VERT ® 12.00 DOWELS 4 MATS #6 VERT ® 12" OC 1 �114 MATS #5 HORIZ ® 12" OC %% grCrc 1_ _, RE WA "V'E�RAT 4 /��4 MATS #5 HORIZ ® 12"OC 1 TOP OF RAMP FLOOR ® INSIDE FACE OF ACCESS MA S ® 12"OC 4 MATS #5 HORIZ ® 12.00 I �I I RAMP OUTER WALL FI FV=677 56 , INSTALL 4 SETS OF #6 "L's"q5"� 1 / TOP QF RAMP FLOOR ® N—W� / CORNER OF INSIDE FACE OF wrn LEV=67fi.61 w F p4 ©fOP OF RAMP FLUOR * N—E �® 12"OC FOR 2ND POUR — 1 1( ACCESS RAMP OUTER WAL O CORNER OF INSIDE FACE OF _ //i' ��V-j7R.5R ACCESS RAMP OUTER WAL �6P 6F FOOTING ®OUTSIDE FAC OF ACCESS RAMP OUTER WALL I #5 ACI DOWEL W/ 30" OAL 1 2 MATS #6 I-_Ca7 " & 6" EMBEDMENT ® 12" CC 1 I ® 12"OCEW 5'-0" 6" MUD SLAB 1,000 PSI f ..L 14. 1C #4 °U,s"�' SEE FASPHA9.1C EX% FORADETILS NSION DINT ® 26 DAYS SOIL CONDITIONING/`______ --_SS 12. 12"OC ( ) I AS PER C5.5 KEYWAY W/ WATERSTOP (REFERENCE ONLY — SEE DETAIL L) 6E� CLARIFIED PIT MAINTENANCE ACCESS RAMP 1�12LONGITUDINAL SECTION LEVEL 2 SCALE: 112" = V-0" T/W = TOP OF WALL T/CP = TOP OF CONCRETE PAVEMENT GENERAL NOTES --ILLASPERGEOTECH REPORT(SEEC5.5F0180ETAILS) 1, REFER TO FO.1 TO FO.7 FOR ALL CONCRETE GENERAL NOTES '�' i I I ✓• 2. ALL WALLS AND FOOTING TO BE POURED WITH BTC HIGH EARLY MIX DESIGN (50001PSI @ 3 DAYS) DARK BROWN CLAY Wl LIMESTONE PIECES (PER GEOTECH REPORT I/ f FOR BORE #5)6 IFT BELOW EXISTING GRADE (OEPrH VARIES) 3. ALL LAP SPLICES AND DEVELOPMENT LENGTH TO BE 40 BAR DIAMETERS (MIN) OR AS NOTED LIMESTONE: HIGHLY TO COMPLETELY 4. ALL COVER TO BE 2.0 INCHES (UNO) WEATHERED, TAN" VERY SOFT TO SO" 5. CONCRETE FINISHING CONTRACTOR TO BLEND CONCRETE SURFACE AT VARYING RAMP SLOPES TAN WEATHERED LIMESTONE(HARDJ BEARING CAPACITY (TYP ALL PLACES) OF 750OPSF(PER GEOTECH REPORT FOR BORE #5) 6. ALL WSEL AND GRADES AS PER KJJ DS-22-0079 DATED 09/26123 (WORK PRODUCT KJE'S) S 1 2 1 6�o > se Ytl �a it F£ypg�� � Qs i !2 i Z ee5� C�.�L v�i CaU N N W LJ w U > QJ Z o A C)� FZ� Q L~1 D=ONQQ ZW USX wrn Zww H J L) O Z G x0 ~ ~ 0 � a Z W0 m�O CC ILU F9.12 0 16'-3 3/8" A CHANNEL B (SEE F7.X FOR DETAILS) 3'-4" O� ELEV=684.00A /T/CP //6 CONTINUOUS THROUGH CURB IIIL G — f4 "U's" ® 12"OC I^ FULL HEIGHT Ir 4 MATS j%6 VERT 012"0C DOWELS 4 MATS #5 HH((ORIZ @� 12" OC \ FOP OF FOOTING ® OUTSIDE 7FACE 3� OF ACCESS RAMP OUTER WALL FOOTING ® RETAINING WALL IS ACCESS RAMP & SLOPES ® 0.799= WITH FLOW LINE FOR CHANNEL B� $5 ACI DOWEL W/ 3I" CA 5 —0" L 1 T & 6" EMBEDMENT ® 12" OC #4 "U's" 13• ASPHALTIC EXPANSION JOINT ® 12"OC �1�• (SEE F9.X FOR DETAILS) KEYWAY W/ WATERSTOP TYP (REFERENCE ONLY — SEE DETAIL L) .......................... THOMAS A. EYEINGTGN, JR. ................................ 90931 THOMAS A. EYEINGTON, A ELECTRONI C SEAL DATE: CW=20M EYEINGTON ENTERPRISES, INC. F-Slog 19 52'-0 13/16" TO MATCH LINE 9 DEND OF ACCESS RAMP 3RD SECTION 48'-8 13/16" TO MATCH UNE ® TO OF ACCESS RAMP 3RD SECTION C 1 �l [ilIJI. 4 MAC TS �6 �E�TI ®R12"OC = 76.61 (� 4 MATS #5 HORIZ ® 12.00 ELEV TOP OF RAMP FLOOR ClN—OZ CORNER OF INSIDE FACE OF ACCESS RAMP OUTER WALL y TOP OF RAMP FLOOR FFOp OF . 9 1' SEE NOTE #5 TOP OF �MP FLOOR 6Z � a I START OF 3R0 SECTION II a a t4SETS OF2MATS6�/#® 12"OC FOR 2ND POUR m• ® 12"OCEW F CLARIFIED PIT MAINTENANCE ACCESS RAMP F F,13LONGITUDINAL SECTION LEVEL 3 SCALE:1/7 = V BA.1 F1-AS PER GEOTECH REPORT (SEE CS5 FOR DETAILS) DARK BROWN CLAY W/ LIMESTONE PIECES (PER GEOTECH REPORT FOR BORE #5)" FT BELOW EXISTING GRADE (DEPTH VARIES) - LIMESTONE: HIGHLY TO COMPLETELY i I WEATHERED, TAN" VERY SOFT TO SOFT TAN WEATHERED LIMESTONE (HARD), BEARING CAPACITY OF 750OPSF (PER GEOTECH REPORT FOR BORE W i I ce B7 0 3 K 0 ELEV=696.50 T/W w I f I � I ill R l I 1157 Iz � ACCESS RAMP OUTER WP�I, I 4 MATS #6 VERT ® 12 OC 4 MATS #5 HORIZ ® 12"OC /^� [[II FOOTING ® RETAINING VTBN OF REAP `WALL IS ACCESS RAMP FLOOR e8 ENO / & SLOPES ® 2.42% OF 3RD SECTION & START OF 1 FINAL SECTION �6" MUD SLAB—� /( 1,000 PSI ® SOIL CONDITIONING/ 28 DAYS AS PER C5.5 TM = TOP OF WALL T/CP = TOP OF CONCRETE PAVEMENT GENERAL NOTES 1. REFER TO FO.1 TO FO.7 FOR ALL CONCRETE GENERAL NOTES 2. ALL WALLS AND FOOTING TO BE POURED WITH BTC HIGH EARLY MIX DESIGN (5000PSI @ 3 DAYS) 3. ALL LAP SPLICES AND DEVELOPMENT LENGTH TO BE 40 BAR DIAMETERS (MIN) OR AS NOTED 4. ALL COVER TO BE 2.0 INCHES (UNO) 5. CONCRETE FINISHING CONTRACTOR TO BLEND CONCRETE SURFACE AT VARYING RAMP SLOPES (TYP ALL PLACES) 6. ALL WSEL AND GRADES AS PER KJE DS-22-0079 DATED 09/26A23 (WORK PRODUCT KJE-S) 2 1 1 4 r > r > €oBSo�� os g%-. s�-sad :s €® W o a �u`s c^al! F+C w�e3 g�• ao _. — W w Isla �q U Y•� �a_nH'oo Ot�:u D U y 1+1 y J W W U> QJ �� 2 0 2WzF wZ'aXX�a Of W 10 Z W F J 20 3:mw a~ (go� LLZ 0 m90 gEL U K F9.13 4 *- 0 57'-10 15/16 TO MATCH LINE 0 START OF ACCESS RAMP FINAL SECTION 4 56'-4 15/16" TO MATCH LINE ® START OF ACCESS RAMP FINAL SECTION I CLARIFIED PIT (SEE F4.X FOR DETAILS) ELEV-696.50 T/W 1 12' WOOD FENCE (BEYOND - SEE (� LD2.X '-F-O�R DETAILS) .. �►� I .1 � i�l :�� � � I I f ISI I I I) I Q ELEV-68//4.00 I�'f FLFV=683.00 i' T/CP OF CL (BEYOND) REFERPITIDE REFER TO F4.X FOR CLARIFIED PIT DETAILS Mill, V ELEV=881.40& P/'.CESS RAMP II FR y{y1 7ACCESS RAMP ,ffff R Wg_L Ir 1 = 100YR WSEL 4 MATS #6 VER� 12"OC MATS #6 V�RT IWAL ,� 4 MATS #5 HORIZ 0 12"OC 4 MATS #5 HORIZ ® 12.00 REFER TO F4.X E FOR II I )� ES R WSEL I,) ELEV=675.40 CLARIFIED PIT DETAILS LT. MP FLOOR ® J ININGI�. .� �� F1YR WSEL677. B&END OF INING END OF 3 IINAL SED SECT'CTION ® WALL IISFOOTINCAC ESSRETARAMP &SLOPES®5.68%If I, r_ ---------- sW • 1 REFER TO F4.X672.00 - FOR CLARIFIE ... e•': _'.` `•. . :..`. ,, --_'._ __ _ - - _____ - - - _ PIT DETAILS •I �^ CLACRI F D PIT 6MUD SLAB ..:.. t.. :', .. .. :•: 1 A �1,000 PSI ® SOIL CONDITIONING ' •'•` :^• =•. ,�, .,. , , — — 28 DAYS AS PER C5.5 2 MATS #6 I •'.: �'' .•��• �c 1:101TAPER 3.-6, �3._O.,j.' / •;•,,�� F9 iG 9 14CLARIFIED PIT MAINTENANCE ACCESS RAMP — gFFFRFn 6 ° * 7• 1 KEYWAY W/ WATERSiOP TYP } Il`C n 1, v _ CFP nCTAII I 1 P OF WALL /THOMAS A. EYEIN6TON, JR \ sGONGITUDINAL SECTION LEVEL 4 T/W TTOP OFCONCRETE PAVEMENT 90931 GENERAL NOTES O�.�/CENSE�:'�� l-BACKFILLASPERGEOTECHREPORT EECSSFORDETAILS ( P 44�� I I I I I ) 1. REFER TO F0.1 TO F0.7 FOR ALL CONCRETE GENERAL NOTES t1\ \sI� A FDA K BROWN 0CCLAY W/LIM ETONEGEECES(PER P RGEOTAECH RES) PORT 2. ALL WALLS AND FOOTING TO BE POURED WITH BTC HIGH EARLY MIX DESIGN j5000PS1 @ 3 DAYS) 3. ALL LAP SPLICES AND DEVELOPMENT LENGTH TO BE 40 BAR DIAMETERS MIN ORAS NOTED 2023 THOMAS A. EYE/NGTON, JR. �- LIMESTONE: HIGHLY TO COMPLETELY 4. ALL COVER TO BE 2.0 INCHES (UNO) WEATHERED, TAN, VERY SOFT TO SOFT ELECTRONIC SEAL DATE' 5. CONCRETE FINISHING CONTRACTOR TO BLEND CONCRETE SURFACE AT VARYING RAMP SLOPES EYEINGTON ENTERPRISES,ES, INC.INTAN WEATHERED LIMESTONE (HARD), SEARING CAPACITY (TYP ALL PLACES) F-8189 n GAY OF750OPSF (PER GEOTECH REPORT FOR SORE #5) 6. ALL WSEL AND GRADES AS PER KJE DS-22-0079 DATED 09/26123 (WORK PRODUCT KJE'S) 4 ( 11 I 2 I w rc o =O p 3 3 3 3 p 0....o �� off rc LL 0 5. woi�d rda a z°a u In "o B. zWO ` m a — W W W zE�y�g dg� a aaH tl.Gq � p C aC � ��dggp• � u �b6Y m' o x o _ y O y J W W UW Q-•I � �D Z o A U 0 W-Z� QU �OaXNaX zW Z�W H -i- QZ zmr Sc 0 0 0 (L 1- = a~ D0 wz 0 m0 ga U F9.14 N 4 1 3 3•-4" 12'-10 7/16" V-4• COMMON WALL W/ CONCRETE STOCKPILE RETAINING WALLS (SEE FSA FOR DETAILS) _ II g III � i II ( I ,t,/�� ELEV 684.00 mil'/W (BEYOND) I ti = LEV V TARIES V ASPHALTIC �- EXPANSION JOINT (SEE 11`9.X FOR DETAILS) .._ 2 MATS #5'. ____ ® 12"OCEW 2_0. 5'_p• 12 W412 DC14"F 12 KEYWAY W/ WATERSTOP TYP (REFERENCE ONLY - SEE DETAIL L) A i yrp;•. ..;Igs111 .A �THOMAS A EYEINGTON, JR.; �f o'• 90931 l` ,sue O NA V _ THOMAS A. EYElNGTON JR. ELECTRONIC SEAL DATE: 09/2612023 EYEINGTON ENTERPRISES, INC. F-8169 I 2 I 16'-3" V-4" 12'-0" I � 1 CHANNEL B (SEE F7.X FOR DETAILS) ELEV=696.50 I� T/W (BEYOND) \l I I f ACCESS R MP �11 R W L a --�— ASPHALTIC EXPANSION I AC. SS RAMP (yITFR WALL m 4 hiATb VEf�T b 12�CC-JOINT SEE F9.X FOR I LEY-fi84.00 4 �{ATS #6 VEf�T & 12"OC . L7L650 4 MATS5 HORIZ ® 12 OC hyDETAILS) - '/ •' 1 ! 4 MATS �5HOR2 ® 12'OC iTHREINFORCED III �/4 U ® 12 OC ONCRETEPAVEMENT�I IELEV 68400 (SEE F71.X FORT/CP /W PAVING DETAILS) g•' #6 CONTINUOUS 1 16 CONTINUOUS 6 ® 12"OCI ELEV=VARIES #6 CONTINUOUS 8 THROUGH CURB THROUGH CURB T/CP la THROUGH CURB FULL HEIGHT DOWELS p���'jl�/ FULL HEIGHT I Iy / 1 —M4 U s" ® 12 OC INSTALL 4 SETS OF 6 "L's" �s' p w DOWELS II I� �• � / /• � I �� # i ###[[[ H/ l(TYP/f ,FULL HEIGHT DOWELS o 4 MATS #6 VERT 5 CI OOK 1 _ ✓� 4 MATS #6 VERT ® 12"OC IN 12"OC FOR 3RD POUR ) 4 MATS //6 VERT ® 12"OC O ® 12"OC EL EV=VARIES /7♦ 1 /1, FI 69697 4 MATS //5 HORIZ ® 12 OC iv<4 MATS5 HORIZ TOP OF FOOTING I' 7 TOP (SF NG ® �4 MATS �6 HORIZ ® 12" OC 1 ® 1H IC ACCESS RAMP & I OUTSIDE FACE OF SLOPES ® 9.29X ACCESS RAMP OUTER �^ #4 U #6 CONTINUOUS THROUGH CURB 4 MATS R6 VERT A 12"OC 4 MATS $5 HORIZ_ ® 12' OC FULL HEIGHT DOWELS 1 / i S-4 3/4" �I 4 O tt S G > OoSffSSw s a S � W9"aSS I iam - �- I F gyg p I zIN ym ez 4 I�ELEV=683.41j;l z C4 T/Cp W E " zW3 — ' Ell. ASPHALTIC W W 6 e EXPANSION _ JOINT (SEE F9.X FOR DETAILS) J W e a w _ vy %%5 ACI HOOK W/ 30" DAL & W r0 Ez OBEDCEN- I FOOTING ® OUTSIDE WALL ® MATCH LINE ¢ N FACE OF ACCESS 1 FOOTINGS WALL > • n \ T TOP OF RAMP FLOOR P INNER WALL 1 KEYWAY W/ o -...:. .: ':'+:: '.`:."-. ,� ,:1 i.•::--•--�-,. :..r IS ACCESS RAMP & WATERSTOP TYP SEE NOTE !�5 , SLOPES ® 0.79X WITH 2 MATS �'6 ® 1YOCEW • FLOW LINE FOR CHANNEL B (REFERENCE ONLY ivQ - SEE DETAIL L INSTALLS 4 SETS OF �.I 6" I J ) #6 L ® 12"OC L 4 INSTALL 4 SETS VV, .,......_.__ _ _ _FOR 2ND POUR ao" #6 L•9 0 12"O1 fO J FOR 2ND POUR_ FOOTING ® BACK OF RETAINING 1 �� EIJEV-fi78 69 WALL IS ACCESS RAMP & 1 y TUP OF RAMP v SLOPES ®0.79X WITH FLOW U'so" 1r _ INSTALL 4 SETS OF_. - ® M2TOCEW SOIL CON 0ITIONING FLOOR ® END 6" MUD SLAB LINE FOR CHANNEL B I ® 12"OC �14 j�6 "C' ®12"OC I+s INSTALL 4 SETS OF 6 AS PER C5.5 OF 1ST SECTION 1,000 PSI ® FOR 2ND POUR �- J ® 12"OC FOR END POUR BEYOND - SEE 28 DAYS J0• NOTE 5 ASPHALTIC EXPANSION JOINT H CLARIFIED PIT MAINTENANCE ACCESS RAMP -(SEE F9.% FOR DETA S) I n�G� 3m �-Iry)fj- zo I €' C F HOOK#(TYP)J �IN a�6 �bll. P OF FOOTING � F 'ASP c ® OUTSIDE FACE OF ACCESS RAMP E z 3� INNER WALL ® MATCH LINE .1y�1� --- - ♦'Vp[d pp Z GOB o° Y 'E t OUTSIDE N ACCESS RAMP INNER WALL U J Q MZI Kp W J W O #5 ACE DOWEL W/ 30" DAL I CLARIFIED PIT MAINTENANCE ACCESS RAMP A F91 F9 ,STRANSVERSE SECTION LEVEL 1 & 6" EMBEDMENT O 12. OC = SCALE:1/Y_1•-0 Fs, F�uTRANSVERSE SECTION LEVEL 2 SCALE: 1/2"= T-0" T/W = TOP OF WALL T/CP = TOP OF CONCRETE PAVEMENT GENERAL NOTES BACKFILLAS PER GEOTEC-1 REPORT (SEE C5.5 FOR DETAILS) 1, REFER TO FO.1 TO FO.7 FOR ALL CONCRETE GENERAL NOTES 2. ALL WALLS AND FOOTING TO BE POURED WITH ETC HIGH EARLY MIX DESIGN (5000PSI @ 3 DAYS) DARK BROWN CLAYW/ LIMESTONE PIECES (PER GE )TECH REPORT FOR BOREBSJBd Ff BELOW MUING GRADE(DEPTHVARIES) 3. ALL LAP SPLICES AND DEVELOPMENT LENGTH TO BE 40 BAR DIAMETERS (MIN) OR AS NOTED JLJIJJJ 4. ALL COVER TO BE 2.0 INCHES UNO ' HIGTAN. LY TOVERY COMPLETELY ( ) L) z Q � Iz v Z y Q TWA w a h W aZ _C K 0: ~ L) V P z w o z w O J H- Zi SK 3 c7 0 m O `2 I` WEATHERED, WEATHERED, TAN, VERY SOFT TO SOFT 5. CONCRETE FINISHING CONTRACTOR TO BLEND CONCRETE SURFACE AT VARYING RAMP SLOPES I TAN WEATHERED UMESTONE(HAND), BEARING CAPACITY OF 750OPSF(PER GEOTECH REPORT FOR BORE 7A) (TYP ALL PLACES) 6. ALL WSEL AND GRADES AS PER KJE DS-22-0079 DATED 09/26123 (WORK PRODUCT KJE-S) F9.15 4 I 1 2 1 1 B ASPHALTIC EXPANSION JOINT (SEE F9 X FOR, DETAILS) 12""THICK REINFORCED CONCRETE PAVEMENT (SEE F71.X FOR III PAVING DETAILS) jl ELEV-VARIES T /CP #4 Us" 0 12 OC ' , ���5 ACI HOOK (T"4P) _�-�- - FOOTING 0 OUTSIDE rFACE OF ACCESS RAMP INNER WALL l EY C �,OP (fF IFbOTING115 ACCESS RAMP & SLOPES 0 2.42% - #4 U' " 12' 0 12"OC IVE- 12. - 1 FOOTING O'BACK OF RETAININ\ WALL IS ACCESS RAMP & SLOPES 0 0.797 WITH FLOW LINE FOR CHANNEL B KEYWAY W/ WATERSTOP TYP (REFERENCE ONLY SEE DETAIL L) THOMAS A. EYEINGTON, JH. ................................ 90931 :e ; THOMASA. EYEINGTON, JR. SEE CTRONIC SEAL DATE: OMM023 EYEIN( TON ENTERPRISES, INC. F 8189 4 3 -4" 1 12'-0" 3 3•-4" VARIES CHANNEL C (SEE FB.X FOR DETAILS) ELEV-696.50 I T/W (BEYOND) 1 Ili i � I S RAMP OUT R V(pLL ` I ELEV=688 5 I MF $6 VERT 12 OC ELE (BEYOND) 1 T/W j 4 MATS #5 HORIZ 0 12.00 11 aI ELEV� 1: T/W - I; 8 #6 CONTINUOUS I 8" #6 CONTINUOUS THROUGH CURBI THROUGH CURB OWELS FULL HEIGHT#4 "U's" 0 12"OC D�• , FULL HEIGHT 4 MATS #6 VERT DOWELS 4 MATS #6 VERT 0 12"OC ` — 0 12' OC 1 4 MATS #5 HORIZ 0 12" OC 4 MATS #5 HORIZ 1 v TOP OF RAMP FLOOR7N-E I• % CI I CORNER OF INSIDE FACE OF )7P OF FOOTING 01 ACCESS RAMP OUTER WALL BEYOND OUTSIDE CORNER , OF ACCESS RAMP 1 w w ELFV 67629 A OUTER WALL > G TOP OF RAMP FLOOR �v S START OF 3RD SECTION s #4 "U's" Q BEYOND - SEE NOTE 5 14' 1(_ 0 12"OC , I •':.•2 MATS•#6� — 4 5'-0" I 0 12"OCEW SOIL CONDMONING AS PER C5.5 6" MUD SLAB ASPHALTIC EXPANSION JOINT 1.000 PSI 0 28 DAYS (SEE F9.% FOR DETAILS) TALL 4 SETS OF 45.INSTALL 4 SETS OF #5 ACI DOWEL W/ 30" OAL TS'I J #6 "L's" 0 12"DO & 6" EMBEDMENT0 12" OC 7_B' ® POUR L_ 30• FOR 2ND POUR 2 2ND POUR ,>o• r—j-� CLARIFIED PIT MAINTENANCE ACCESS RAMP F9.1"TRANSVERSE SECTION LEVEL 3 SCALE: 1Ir- 1--G- 2 I 1 3•-4" 12'-0" 3•-4" 22'-11 3/4" w JI CHANNEL C (SEE F8.%FOR DETAILS) 0 w AELEV=696.50 la �'T/W (BEYOND) z tI I �I -- ASPHALTIC--------�, 'T $5 RAMP OUTER WALL I EXPANSION _ TS #6 VERT 0 12 OC ELEV=684.00 JOINT (SEE F9.X' II' ELEV-686S -� F 11 i 4 MATS 5 HORIZ 0 12 OC T/W (BEYOND FOR DETAILS) III T/W - 1 12" THICK REINFORCED CONCRETE PAVEMENT SEE F11.% FOR III iII PAVING DETAILS), #4 1 E� =VARIES ® 2"OC, #6 CONTINUOUS I �! B. # CONTINUOUS I T CP i -THROUGH THROUGH CURB 11 al #4 "U's" 0 12-OC ' /• /1 /�� Ir �' FULL HEIGHT DOWELS / 4 MATS #6 VERT I �4 MATS #6 VERT ® 12"OC FULL HEIGHT----- ® 12 OC 1#5 ACI 4 MATS #5 HORIZ 0 12" OC DOWELS 4 MATS #5 HORIZ 1 HOOK (TYP) LEV=fi76,F�1 0 12@"OC6j� /� 1 �TbP OF RAMP FLOOR R N-E TERWA OF BEYOND TELEV=OP OF7 FOOTING FOOTING 0 OUTSIDE I fl FACE OF ACCESS RAMP OUTER WALL BEYOND . I• ( �I -FACE OF ACCESS OUTSIDE CORNER RAMP INNER WALL TOP OF 6 P FLOOR 0 START OF / ' OF ACCESS RAMP 1 3RD SECTION BEYOND - SEE NOTE 5 OUTER WALL ' > 4 FLEV=675.40 ' \ FL FV=VARIES 11, 1C #4 "U's" r; V TOP OF RAMP FLOOR 0 END TOP OF FOOTING 15� 12• (0 12'OC -I OF 3RD SECTION & START OF ACCESS RAMP & SECTION -SEE NOTE 5 SLOPES 0 242% , . .... yr.-. 1....•„-.. .... .. ... :. .." .• I 2 MATS 6 J/ J 3 -6" � 5 -0" . 0 12"OCEW SOIL CONDITIONING 13• #4 'U's" FOOTING 0 BACK OF 4V AS PER C5.5 14• IC 0 12"OC RETAINING WALL IS L ACCESS RAMP & SLOPEYKE.YWAY TALL 4 SETS OF #6 "L's" �D• 6" MUD SLAB ASPHALTIC EXPANSION JOINT 0 0.79% WITH FLOW12"OC FOR 2ND POUR 1,000 PSI 0 28 DAYS (SEE F9.X FOR DETAILS) - LINE FOR CHANNEL B / WATERSTOP TYP 45-INSTALL 4 SETS OF #6 "L's" # 5 ACI DOWEL W/ 30" OAL (REFERENCE ONLY - SEE DETAIL L) J 0 12"OC FOR 2ND POUR & 6" EMBEDMENT 0 12" OC CLARIFIED PIT MAINTENANCE ACCESS RAMP F .1 FB. 6TRANSVERSE SECTION LEVEL 4 T/W = TOP OF WALL \ SCALE yr=r-o° T/CP = TOP OF CONCRETE PAVEMENT —I) SACKFILLAS PER GEOTECH REPORT (SEE CS.S FOR DETAIL S) GENERAL NOTES 1 1. REFER TO FOA TO FO.7 FOR ALL CONCRETE GENERAL NOTES DARK BROWN CLAY E OLIMESTONEEXISTING PIECES (PER GEOREPORT 2 ALL WALLS AND FOOTING TO BE POURED WITH BTC HIGH EARLY MIX DESIGN 5000PSI 3 DAYS FOR K BROWN C FT BELOW EXISTING GRADE (DEPTH TECHVARIES) ( � ) LIMESTONE: HIGHLY TO COMPLETELY 3. ALL LAP SPLICES AND DEVELOPMENT LENGTH TO BE 40 BAR DIAMETERS (MIN) OR AS NOTED r WEATHERED, TAN, VERY SOFT TO SOFT 4. ALL COVER TO BE 2.0 INCHES (UNO) Lam— TAN WEATHERED LIMESTONE (HARD), SEARING —CITY 5. CONCRETE FINISHING CONTRACTOR TO BLEND CONCRETE SURFACE AT VARYING RAMP SLOPES (TYP ALL PLACES) OF 75ODPSF(PER GEOTECH REPORT FOR BORE M6) 6. ALL WSEL AND GRADES AS PER KJE DS-22-0079 DATED 09/26/23 (WOIRK PRODUCT KJE'S) 3 1 2 1 1 qSO y Zy y 18 D � ¢ a oaaaa asesssa i<m Dom" LL V N W N M W J U W Q U, p W Z W O p Z Z W j O � QwQ Z U Oz ZIW I LE DOH QV) 3x� K O O �W aN 00 °W Z 0°g0 IL 2 I- U � F9.16 3" DEEP X 11.25` WIDE KEYWAY (TYP ALL WALLS) - EO ��/ EO I U, J III III II ll Illu Illdll REBAR (TYP -SEE ELEVATIONS & SECTIONS Ai THROUGk K FOR SIZE SCHED) I u161 L CLARIFIED PIT MAINTENANCE ACCESS RAMP F I F jig TYP KEYWAY W/ WATERSTOP DETAIL (FOR 40+ INCH WALL) SCALE: 4" = T-0" . ........................ i TH n -- EYEIN M- JR. , % 90931 THOMAS A. EYEINOTON, JR. ELECTRONIC SEAL DATE: 09I252023 EYEINGTON ENTERPRISES, INC. F-8189 BACKFILL AS PER GEOTECH REPORT (SEE CE5 FOR DETAILS) y /// OARK BROWN CLAY E LIMESTONE RECES (PERPT H VARIES) REPORT V FOR BORE p5) 0-41F! BELOW EXISTING GRADE (DEFT H VARIES) Y LIMESTONE: HIGHLY TO COMPLETELY �� WEATHERED, TAN, VERY SOFT TO SOFT TAN WEATHERED LIMESTONE (HARD), BEARING CAPACITY OF TSlIOPSF (PER GEOTECH REPORT FOR BORE p5) 1 I 3/4"XV ASPHALTIC EXPANSION JOINT W/ SIKAFLEX I 1M1 I } 1 `//5 @ 12" OCEW l I IIII Il llil IIi IIFI, I I Bull 11' OR 12" THICK REINFORCED CONCRETE PAVEMENTJ (SEE Fll.X FOR DETAILS) REBAR (TYP -SEE ELEVATIONS & SECTIONS Al THROUGH K FOR SIZE SCHED) le'. � O EE F �Mi17 ASPHALTIC EXPANSION JOINT TYP DETAIL SCALE: 4" = 1'-0" y 435g O a •'Ho 1511 m Z 1 U W U ❑ Z to o Qd w❑� A W Q � UQ) Z C3 V mo X IL O F J Zm� T/W = TOP OF WALL W y O 0 T/CP =TOP OF CONCRETE PAVEMENT a V cD O - GENERAL NOTES 5Q Q InM O 1. REFER TO FO.1 TO FO.7 FOR ALL CONCRETE GENERAL NOTES J �T 2. ALL WALLS AND FOOTING TO BE POURED WITH BTC HIGH EARLY MIX DESIGN (5000PSI @ 3 DAYS) U 3. ALL LAP SPLICES AND DEVELOPMENT LENGTH TO BE 40 BAR DIAMETERS (MIN) OR AS NOTED 4. ALL COVER TO BE 2.0 INCHES (UNO) 5. CONCRETE FINISHING CONTRACTOR TO BLEND CONCRETE SURFACE AT VARYING RAMP SLOPES (TYP ALL PLACES) 6. ALL WSEL AND GRADES AS PER KJE DS-22-0079 DATED 09/26123 (WORK PRODUCT KJE'S) F9.17 2 1 NOTES: NOTES: } i - - 1. CITY OF FORT WORTH CONSTRUCTON jl. THI6PERMITI6FOREARLYGRADINGONLV.NO �/ LEGEND STANDARDS AP PLY WHETHER INDICATED IN THIS I INFRASTRUCTURE CONSTRUCTION THAT / 1\ % `^ ---\-____-\ 1 \ / PLAN OR NOT. REQUIRES CITY OF FORT WORTH INSPECTION IS ! ---� 1 �/ ""-' S8O -----' EXISTING CONTOUR AUTHORIZED BY THIS PERMIT. j \\ / / % \\ / 1 2. ITIS THE RESPONSIBILITY OF THE CONTRACTORS\\ 588 PROPOSED CONTOURS TERO OUPKEEP ANDMAINTAINTHESION Z. AVOID ANY AREAS THAT ALTER DRAINAGE \ / / \ \�/�� CONTROL MEASURES AT ALL TIMES. PATTERNS. \I \_\ / —$F— SILT FENCE / 3. CONTRACTOR MUSTFIELDVERIFYANYANDALL .--' / \-. \ --- CONSTRUCTION - _ - - — - - — - - — - - — - ENTRANCE E%ISTING UTILITIES PRIOR TO INSTALLING S. AVOID ANY AREAS THAT ALTER THE CURRENT _� __� ' -'�\ _� `--------___ EROSION CONTROL MEASURES. SPREAD OF RUNOFF (AVOID CONCENTRATION OF /--_ -- -- 1 FLOW,I / /� ------------------- --\\\I 11 ❑ CONCRETEWASHOUT 4. R E PONSIG UTILITIES ARE DAMAGED, IT O THE -- RESPONSIBILITYOFTHE CONTRACTOR TO-- --_- REPLACE THEM. 4. GRADING WILL BE AT DEVELOPER'S RISK UNTIL / .\ \ CITY HAS APPROVED CONSTRUCTION PLANS. \\ ice\ I / \ I / 5. IF ADDITIONAL EROSION CONTROL MEASURES / 1 \ \ 1 \\ 1 11 II / FLOWARROW AREREQUIRED,ITISUPTOTHECONTRACTORTO / / ADD ADDITIONALMEASURES TO CONTROL 1/ LOT I BUSINESS BLOCK33 / 1-\ / �� 1(V'Sy�� ROCKCHECKDAM EROSION. -/ i % / � % / MARK IV BUSINE69 PARK I I I I I \ 6. 85% VEGETATION COVER MUST BE OBTAINED / / 1 I\ CAB. A, PG.19 \ PRIOR TO ACCEPTANCE OF THE PROJECT. T. CONTRACTORS TO FOLLOWTHECITYOF FORT __ __ ---�\ WORTH ISWM STORMWATER AND TCEQ------- \ 1 ____ __ ------ --" GUIDELINES. THE SWPPP IS A DOCUMENT THAT��-1 ____ MUST BE UPDATED REGULARLY IN ACCORDANCE WITH THESE GUIDELINES. \ I 1 `------- ----------- / / L 6. THETCEITEMCONSTRUCTION BESUB SUBMITTED EDTO CITY AND --�-�_- _ -I / \ -� �- ------------ SWPPP SITE MUST BE SUBMITTED TO CITY OF `�� .. FORT WORTH PRIOR TO CONSTRUCTION. \ Y. N68"55'02"E 464.6T!'.'...:+_ S. SW PPP INSPECTIONS ARE REQUIRED FOR EVERY / 1 RAIN EVENT OVER 0.5" AND EVERY TWO WEEKS / /� 4..4 .') •�-- - �• f• f \ OR ONCE EVERY WEEK. I rn 10. THE PROPERTY ACRES IS 3.251 WITH A TOTAL o CONCRETE OF 3.26 ACRES. OF WHICH 3.25 ACRES WILL BE DISTURBED, LOT I, BLOC1�33 u MARK IV BUSINESS PARK�-- 11. EROSION CONTROL MEASURES MAY ONLY BE VOL. 355-195, KG. fib I $ I I \ J PLACED IN FRONT OF INLETS, IN CHANNELS, P.R.T.C.I. o DRAINAGE WAYS OR BORROW DITCHES AT RISK \ _ CO k OF CONTRACTOR. CONTRACTOR SHALL REMAIN - - - - - - - LIABLE FOR ANY DAMAGE CAUSED BY THE In MEASURES, INCLUDING FLOODING DAMAGE, )�� m� E \ \ WHICH MAY OCCUR DUE TO BLOCKED DRAINAGE.ATTHE\ f 3 + E r /+I/ CHANNELS, HANN LS, LUSION DRAINAGE AYS PROJECT, ALL \� ' I ROCK CHECK DI N o CHCHESIN,DRAWORK WAYS HALL BE DITCHES IN THE WORK ZONE SHALL BE DREDGED — — —T _— — _m 1 I w OF ANY SEDIMENT GENERATED BY THE PROJECT __ _-_---_1 H✓ AM ti `^ OR DEPOSITED AS A RESULT OF EROSION -- - -- .-------- 1 \ o `o CONTROL MEASURES - \ \ \ z. �:�� SEE SHEET C-17 FOR DETAILS 2 A M R \ \ \ I LOT 5, BLOCK 33 / / �' N MARK IV BUSINESS PARK I DOCAB A, PG 5362 / t` CD scaLE =so a 3 I P.RTCT / h UJ E.- ..'Z '� / -1` �: .L '.•~' - '/`' /. LOT 4, BLOCK 33 / I: _. l ' .... `� a as"dO'O'A• F 9TA 98' i MARK IV BUSINESS PARK / I CONCRETE WASHOUT SEE �F f� \ 683 CAB B,PG 814 PRTCSHEET C-20 FOR DETAILS 1O W ,ryI1 ' �ONsaL T REN31oN oE3eRIPrI DATE W 11 1 (DODOCUMENT D y n gg / T115 IS RELEASED O FAL FOR THE PURPOSE OF INTERIM H REUNDER TH OF KENEW VIN J. WAREE AUTHORIi _ �1 \ \ �� _ _ ; ; ' y • 'I _ /� \ (TEXAS P.E. NO. 136599). _ 1 b _ • _ \ ON 9/25/2023 \\ \ 2 1 11 1 lil_ ' I �J E 1 \ I \ ERM NOT TO BEUSEDFOR CALLED 2.410 ACRE $86"05'58"W 683.90' LOT AIABUS;ESS PARK / 1 BRUCKNER TRUCK SALESI c.R \' IUIIII F{{ ��. . \ MARK M6USINESSPARKi VOL. 1295, PG. 53 \ CAB B, PG 1960 -' f 1 _ _ \ - D.R.T.C.T. P.RTCT 500 M..I.y R064 \ '' \� ... `L •' -•_ •'�, - �\ I \ �. Cross R..d., T...s T622T - - - — — - - Phone DPW) 3874805 I � �I - SILT FENCE SEE SHEET C-20 FOR - �- FAX (94o)36T-ofi3o ---�_-_- �ALLEDIDADRE$ 1 / /\ \\\ - ' 1 BLUEMOUkPHOSPITALIA','CTO. ���\ (TBPEMF-12214) 1 i voL 1sr�13 DETAILS Dc.r r vv v D.R/� // `� 1 1v-' v i EROSION CONTROL PLAN �� NST CO� v BIG TOWN CONCRETE i 5334 BLUE MOUND RD RUCTION ENTRANCE SEE SHEET C-20 FOR DETAILS �I 1 (I "', / FORT WORTH, Texas asns/zoza C 09 1\ / 11 i/ /I oECXED BY IWY \ --_ i � �H PRO1ELi BTCOBOT2ICIE NOTES 1. TH E PROPOSED CONDITIONS USE THE SAME / ^ ( REFERENCE DESIGN MANUALS, RAINFALL DATA, /\-. —` CALCULATION METHODS AND SOFTWARE AS // LISTEDINTHE EXISTING DRAINAGE PLAN SHEET \ / 2 -I PROPOSED THAT OFFSITE DRAINAGE / l l \ AREAS, OFS-01, OFS-02, OFS-03, & OFS-0 J \II III III/11�' /— —' \ \III/I RUN-OFF ARE TO BE ROUTED AROUND THE DEVELOPMENT BY ONSITE PRIVATE DRAINAGE C HANNELS I EASEMENTS. CHANNEL AREAS ARE ! ONSITE SUB AREAS OF DA-01 BEING DA-01A, /^r J DA-01 B,DA-0ICBDA-0iD. SEESHEETC-0.2 ^'l III i ) I `lam / FORCHANNEL CALCULATIONS AND SECTIONS. 3. THE ONSITE BATCH PLANT OPERATION AREA, SUB -BASIN DA-01 E, 2.67 AC., IS ISOLATED BY A 12 -------� �/ J` / FT STEEL DUST SUPPRESSION FENCEV9ITHTHE /. \—\ / II — ` /rJ J 100-YR RUN-OFF MTHI N TH IS AREA TO BE DETAINED. SEE SHEETC-03.2 FOR DETENTIONIRETENTION CALCULATIONS. 4 EMERGENCY FLOWC FOITIONS HOW NOTES / PROPOSED FLOW CONDITIONS SHOW NO FLOOD CONDITIONS OR ADVERSE ^ f^, / IMPACT. \I a 6l3\—/—//�/\\ /�__—__—�_ 1 ' C�6Q h _r O i� /�/� s( I f�z 66 ¢ II r 111 _,---__---_/�fl 11 -02 eas.y/' / I sl 071' 0.18 ..� POST DEVELOPED RUNOFF TOTHE DETENTION POND 3 '3LNx dtvx Lma® 'iLNx dtvx L,aa ft oAo ¢l 6 M, I 9Jr.. 1,h » ora TI 11 DI 6-019�93 oE�1— 7I. v— P,. �. T...., E1, w I�I 0) r� hn WN ,w T 10000 WM MV 0011 1.:97> 69 Us 7 0.03% 2.03=20398: 10000 69100 6%.91 OOv 0.99�_ 66691 0.03% 10000 69150 66953 OOv n 68953 EBa.OB 0.M% 2.86 162 000o OOv —M6 10000 69103 66600 o.0366 3.360 0011 0.690 NOTE: Drainage Study permit DS-22-0079 - Approved 10/31/2022 Stormwater Demand Letter - Approved letter sent 10/28/2022 SILT FENCE (MIN. HEIGHT 24' A110I EXIST. GROUND) COMPACTED EARTH OR ROCK SACKFILL 4' EENGTH (MIN.) FENCE POST MAX. 6' SPACING, MIN. EMBEOMENT=1• WIRE MESH BACKING TRENCH J I � FABRIC TOE -IN 6'MIR Q SILT FENCE I Ill• STONE OVERFLOW STRUCTURE LENGTH AS SHOWN ON PLANS FROM �.���� IiIII MIR, IF PROFILE VIEW N.T.S. Pam x• s14Au�eE ( A P —r ABpVE PDIm i d, 1/s D WELL GPADED STONE I (SEE slnxc CRIIERW) A VIEW LOOKING UPSTREAM FLOW z o — G�� 1f WDR15 0 1 = 5' MIR I LENGTH AS SHOWN ON —5 \ 1.5 D \ GRAOE TO DRAN AWAY fltOM R SECTION A — A \ STA&IRATpN AND STREET PAVED SURFACE \ I x d I I V - 1HE DISTANCE SUCH THAT POINTS 'A' AND TRVSRpN TO I I j I 'B' ARE OF EQUAL ELEWA . 1•' 6"MIN. TOP OF STONE, EACH SIDE SILT FENCE PAVED SURFACE MUSTOF I R.O.W. _ --- —PGNT W POINT - EM7RWE MUST BE SLOPED 50 WAY OM ENNRMUST WE TNAT STORM WATER B NOT At1DM'ED RrowpMWA E "E S`E "D ENI¢R PLAN VIEW l — NJUS. SPACING BETWEEN CHECK DAMS SILT FENCE l" "�'""`"' I " Zois, STABILIZED CONSTRUCTION w�2ol— r ROCK CHECK DAM I'" "I "�` 00" ISW—TeOH.1 M.—I oC (Cwari3 C-6a.aa ENTRANCE 1 OCT"•C41po1OO7oAy oci"•041 p119 1MAp EF�eoFF,xsT��GNx�� ,>mN. ��ew� � f � ML eNu"NML.J « .Ma CONCRETE WASHOUT PLAN VIEW ,awr MiweuM� H�I�sarcew CONCRETE WASHOUT SECTION VIEW CONCRETE WAHHOUT NOTES: 1. WA9FKKR AREA MUST BEIXEARLY MARKED WITH SIGNAGE NOTING THE WASlKXIT RREA 2LOIAC�EEEWA9�H FFAQLISH�OULD.MPI-NEOTOPROVE_MERETTES%N,p �ECRACR, RY 4_ e Dia {mfNj 51ae! Ppe FAled With ['.OIIClpie - Hashed - GmdB ` I I. OB11.1d8 shall b9 �' d ciome1D - =4w -t mme'.Fiarr4 r. FOOiST . c fi- 36' 2 5DHadsshail Le faata6 Na �` less Thai 9'fmDl the p'ml led Typical Bollard Detail Scale: 214" - N0. RDAMOrI pESCRP1pN OME THIS1Od1SEV: THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM R (TEXAS P.E. NO136599), ON 9/25/2023 IT IS NOT TO BE USED FOR 500 Moseley ROeE Cross ROaBs, Texas 76227 ( KJ E. Phone (940) 387-0805 Fax (94 1) 387-08W JERE M F-12214) EROSION CONTROL DETAILS BIG TOWN CONCRETE 5334 BLUE MOUND RD FORT WORTH, TEXAS ate' W.09C25I202MIDSHAMKm �� CHECKED W. C-17 PRQEa R BTCO9072ICIE A i 4 I 3 I 2 3 KI o gg ��-_-------- ---_-- LOT 'A, BLOCK 33 / O - MARK IV BUSINESS PARK 3 CAB. A PG. 8619 3 E w—O P."."xa x�ax Endo I,• �' N 88°55102" E 464.63' I LOT I. BLOCK 33 .� �� ���T 7" -, __ MARK N BUSINESS PARK i S �,�' •�,� D VOL. 388-195. PG. 68 I I • U I' P.R.T.C.T, I I � J.2 ACRES T = r % �. J N ry B W u& Z�e I— — — — — — �`= t "'!a/![d®�K`al4 y u , w "A ,.! .Lr.,� J •../ { i� w H s ,� < 1 5 I I LOT S. BLOCK 33 ;. J 1: ✓� J V• z e y� 911 MARK BUSINESS PARK 5�1 i r iI CAB. A. PG. 5362 `� / �•� .'{ "/ • J c V � k' � I P.R.T.C..C.T. g...• b • � � SWMFA .,� W � �: �i I I R W/B'BUFFER N 88°40'03" E 278.96' : ;';'•Y :• : •.'• ..=.J 01uLOT 4,BLOC K334� Ln p� •• •• _ • )•, MARKIVBUSINESS !lg= < JV p f�// •',// - - / / - // // j/ �j%///j ♦ w" ""' `� ' cAe. erPc. B14 ^� .�� ��.$ /T/�/�f /./li// ? df.•.% .'r I .� P.R.T.C.T. `Ogg ���,�n? � �� ����'r�� � -� � --' .. ., exeRBD+nxsa•,rm�'�w4y -,��, Eaia � 3FH j/// ii iif,_ /�// f/. // S86°05'58"W 683.90' ��Cp WH �w CALLED 2.418 ACRES V =/3` f G .�� _ /f�i/ j s . •.' )•,':. - LOT AIAPA-1. BLOCK 33 BRUCIWEL MUCK PG. 8 ES INC. A2Ee II I - - - - - - - NARK N BUSINESS PARK - - _ - VOL 1293, PG. 83 ]e D.R.T.GT. 3dpR €m & •• •. � ux �'D"ml�im6.raHa, mEMlr CAB. B. P0. 180103 • I �_Js•• r �_•'•• __�_T _L-_---__ -__-_- llY lxrw I CALLED 1.0 ACRES I ' I CDxcxEnz BLUE MOUND HOSPITALITY, LTD. VOL. 18 73, PG, 83 6 D.R.D.C.T. m I I LEGEND I NO SAVED OR PROPOSED A z wo g Z I I I yv 3"CALIPERDAR LM I I TREES ARE WITHIN THE a 2 9 / q� CEE (12REQUIRED) n J I SWFMA BOUNDARY r 1 (aj z m 3 2 O J [OmC t� 0 0EEi- LANDSCAPE PLAN 30 15 0 30 SCALE 1' = 30'-0" 4 I LP1.0 3 I 2 1 \ BIG TOWN CONCRETE FORT WORTH OPERATIONS LOCATED AT 5334 BLUE MOUND ROAD FORT WORTH, TX 76106 Exhibit "C" CITY OF FORT WORTH STORMWATER FACILITY OPERATION AND MAINTENANCE PLAN The only responsibility the City of Fort Worth has in the operation and maintenance of this Facility is inspection. General Maintenance Procedures The structural and functional integrity of the Facility shall be maintained at all times by removing and preventing drainage interference, obstructions, blockages, or other adverse effects into, through, or out of the system. Periodic silt removal shall occur when standing water conditions occur or the pond's storage volume is reduced by more than 10%. Silt shall be removed and the pondibasin returned to original lines and grades shown on the approved engineering plans. In addition, 'corrective measures are required any time a basin does not drain completely within 72 hours of cessation of inflow. NO STANDING WATER IS ALLOWED in basins designed for dry detention purposes. Accumulated litter, sediment, and debris shall be removed every 6 months or as necessary to maintain proper operation of the basin. Disposal shall be in accordance with federal, state and local regulations. Detention facilities shall be mowed monthly between the months of April and October or anytime vegetation exceeds ,12-inches in height. To prevent debris from entering and clogging the downstream storm sewer system a wire mesh screen or similar screening device shall be installed over the outlet until final acceptance. 4. PREVENTIVE MAINTENANCE/INSPECTION • Visual inspections of all components will be conducted every 6 months. • A log shall be kept of maintenance actions, and inspections. The log should document the condition of the detention system's primary components, mowing, and silt, litter and debris removal dates. Document aeration of the basin bottoms and replanting to prevent the sealing of the basin bottom. • Written maintenance and repair records shall be maintained by the party or parties signing the attached Agreement and shall be provided to the City upon request. STORMWATER FACILITY MAINTENANCE AGREEMENT FOR BIG TOWN CONCRETE - FORT WORTH OPERATIONS BIG TOWN CONCRETE FORT WORTH OPERATIONS LOCATED AT 5334 BLUE MOUND ROAD FORT WORTH, TX 76106 Exhibit "D" Stormwater Structural Maintenance CHECKLLIST FREQUENT DATE INSPECTION Mowing Remove Trash and debris Inspect irrigation system operation Remove grass clippings Violations Noted MINOR INSPECTION Condition of Pond Amount of silt in pond Amount of silt in flume Amount of ponded water Amount of wetland vegetation Location of Erosion Percent of vegetation Condition of trash guard Location of Erosion MAJOR INSPECTIONS Condition of Stormwater Quality Structure Type of Stormwater Quality Structure Structure type and Condition Condition of Rip -Rap Condition of filtration system REPAIRS REPAIRS NOTES REQUIRED MADE STORMWATER FACILITY MAINTENANCE AGREEMENT FOR BIG TOWN CONCRETE - FORT WORTH OPERATION BIG TOWN CONCRETE FORT WORTH OPERATIONS LOCATED AT 5334 BLUE MOUND ROAD FORT WORTH, TX 76106 Berm or Embankment Settlement Location -of erosion Evidence of Animals Evidence of Aquatic life Condition of Aeration Foundation STORMWATER FACILITY MAINTENANCE AGREEMENT FOR BIG TOWN CONCRETE - FORT WORTH OPERATIONS