Loading...
HomeMy WebLinkAboutZ-9640-T Construction Set 111021SITEW. 11th St.Fair Park Blvd.S. Tyler St.S. Taylor St.W. 10th St. W. 12th St.S. Van Buren St.W. 13th St. VICINITY MAP General Notes: r A minimum of forty eight (48) hours prior to any excavation or grading, Contractor shall contact the State One-Call system at 811to locate all underground utilities. The Contractor shall notify the Engineer of Record immediately in the event that underground utilities are not shown on plan and / or conflict with proposed civil works. r The Engineer of record shall not be held responsible for survey inaccuracies, survey omissions, or for design errors or omissions resulting from an inaccurate survey. r Construction Contractor and his Subcontractors agree that in accordance with generally accepted construction practices and OSHA safety standards, Construction Contractor and his Subcontractors will be required to assume sole and complete responsibility for job site conditions during the course of construction of the project, including safety of all persons and property; that this requirement shall be made to apply continuously and not limited to normal working hours, and construction Contractor and his Subcontractors further agree to defend, indemnify and hold Design Professional harmless from any and all liability, real or alleged, in connection with the performance of work on this project, except liability arising from the sole negligence of design professional. r It is the responsibility of the Contractor to maintain all erosion and sediment control devices through all phases of construction. Erosion and sediment control devices may only be removed upon 70% stabilization of the site as defined by the State's Department of Environmental Quality's General Permit for Construction. r The Contractor is to be solely responsible for any damage to neighboring properties during construction of this project. r This project was designed in accordance with currently accepted industry design standards. The Engineer of Record does not warrant any work completed on site unless direct inspection by the Engineer of Record & proper testing by a state certified qualified inspection lab occurs during all phases of construction. r The Contractor shall review the construction documents prior to any construction, and notify the Engineer of Record immediately upon discovery of any discrepancies that may occur on the drawings. All work shall discontinue until such time that the Engineer of Record has resolved said discrepancy. r The Contractor shall be responsible for disposal of construction waste materials including but not limited to demolition materials, debris, contaminated soils / materials, etc. in a lawful manner, at state and federally accepted disposal sites. r The Contractor is responsible for obtaining and constructing in accordance with the stricter of: these construction documents and any associated details & specifications; and all municipalities / governing agencies' standards and specifications for construction. r This drawing set and associated site, grading, utility, etc. plans are representations of the construction design and shall not be scaled to determine dimensions. N.T.S. VICINITY MAP N.T.S. VICINITY MAP N.T.S. Contact Information: Typical Abbreviation List: Abbrev. Description Sheet Index Sheet №Title Date Abbrev. Description SHEET NUMBER: JOB NUMBER: DRAWING NAME: DRAWN BY: 21-8761 Sketch Grade 001.dwg SEAL: FIRM: CERTIFICATE OF AUTHORIZATION: DATE: RCP Reinforced Concrete Pipe TC Top of Back of Curb (Spot Elevation) CMP Corrugated Metal Pipe G Gutter / Bottom of Sidewalk (Spot Elevation) HDPE High Density Polyethylene Pipe TW Top of Wall (Spot Elevation) SLMP Smooth Line Metal Pipe BW Bottom of Wall at Grade (Spot Elevation) PVC Polyvinyl Chloride Pipe HP High Point (Spot Elevation) DI Ductile Iron Pipe LP Low Point (Spot Elevation) J-Box Junction Box TB Top of Box (Spot Elevation) FES Flared End Section BC Back of Curb RW Retaining Wall FC Face of Curb HW Head Wall FH Fire Hydrant Assembly WW Wing Wall GV Gate Valve AE Access Easement MJ Mechanical Joint DE Drainage Easement N North TCE Temporary Construction Easement E East UE Utility Easement W West BS Building Setback S South * Engineers Notice *The existence and location of any underground utility pipes or structures shown on thesedrawings are obtained by a search of the available records To the best of our knowledgethere are no existing utilities except as shown on these drawings and we assume noresponsibility as to the accuracy of their depicted location(s) on these drawings. TheContractor is required to take due precautionary measures to protect the utility linesshown, and all other lines not of record or not shown on these drawings by verificationof their location in the field prior to the initiation of the actual portion of the their work.* Document Ownership *This document, and the ideas and designs incorporated herein asand instrument of professional services, is the property of Blew &Associates, P.A. and is not to be used, in whole or part, forany other project without the written authorization ofBlew & Associates, P.A.BLE W & A SSOCIATES , PA CIVIL ENGINEERS & LAND SURVEYORS 3825 NORTH SHILOH DRIVE FAYETTEVILLE, ARKANSAS 72703 OFFICE: 479.443.4506 FAX: 479.582.1883 www.BLEWINC.comCERTIFICATE OF AUT H O RI ZATION BLEW & ASSOCIATES, PA BLEW & ASSOCIATES, PA BLEW & ASSOCIATES, PA Certificate of Authorization № 1534 No. 1534 A R K A N S A S REVIEWED BY:Cover Sheet-2021-11-10 Dollar General of Little Rock (Fair Park) 1101 Fair Park Blvd. Little Rock, AR 72204 Sketch Plans For:Dollar General of Little Rock (Fair Park)1101 Fair Park Blvd. Little Rock, AR 72204PB General Holdings, LLC5110 Talley RoadLittle Rock, AR 72204(501) 219-8899A. Pope 21-8761 C1 p:\21-8761 dg little rock (fair park)\civil drawings\21-8761 sketch grade 001.dwg - Plotted on 11/10/2021 10:33:15 AM @ a scale of 1:1 to autocad pdf (smallest file).pc3 by Catey AtchleySurvey Description SKETCH PLANS For: W. Cody Sexton PART OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 6, TOWNSHIP 1 NORTH, RANGE 12 WEST, LITTLE ROCK, PULASKI COUNTY, ARKANSAS. BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT A POINT THAT IS 20.00 FEET OF AND 174.70 FEET NORTH OF THE SOUTHWEST CORNER OF SAID SOTUHWEST QUARTER OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 6, THENCE SOUTH 88 DEGREES 02 MINUTES 17 SECONDS EAST 14.84 FEET TO A POINT ON THE EAST RIGHT OF WAY LINE OF FAIR PARK BOULEVARD AND THE POINT OF BEGINNING, THENCE ALONG SAID RIGHT OF WAY LINE NORTH 01 DEGREES 00 MINUTES 30 SECONDS EAST 83.09 FEET, THENCE ALONG SAID RIGHT OF WAY LINE NORTH 43 DEGREES 42 MINUTES 28 SECONDS WEST 2.84 FEET, THENCE CONTINUING ALONG SAID RIGHT OF WAY LINE NORTH 01 DEGREES 00 MINUTES 30 SECONDS EAST 42.10 FEET, THENCE CONTINUING ALONG SAID RIGHT OF WAY LINE NORTH 46 DEGREES 04 MINUTES 48 SECONDS EAST, 7.11 FEET, THENCE CONTINUING ALONG SAID RIGHT OF WAY LINE NORTH 00 DEGREES 08 MINUTES 50 SECONDS WEST 2.03 FEET TO A POINT ON THE SOUTHERLY RIGHT OF WAY LINE OF WEST 11TH STREET, THENCE ALONG SAID RIGHT OF WAY LINE NORTH 81 DEGREES 27 MINUTES 06 SECONDS EAST 45.88 FEET, THENCE CONTINUING ALONG SAID RIGHT OF WAY LINE NORTH 04 DEGREES 06 MINUTES 33 SECONDS EAST 3.61 FEET, THENCE CONTINUING ALONG SAID RIGHT OF WAY LINE SOUTH 87 DEGREES 54 MINUTES 48 SECONDS EAST 254.47 FEET TO A POINT ON THE WEST RIGHT OF WAY LINE OF TYLER STREET, THENCE ALONG SAID RIGHT OF WAY LINE SOUTH 02 DEGREES 05 MINUTES 12 SECONDS WEST, 145.71 FEET, THENCE NORTH 88 DEGREES 02 MINUTES 17 SECONDS WEST 300.16 FEET TO THE POINT OF BEGINNING. CIVIL PLANS C1 Cover Sheet 11/10/2021 C2 Demolition and Erosion Control Plan Ph 1 11/10/2021 C2-1 Erosion Control Plan Ph 2 11/10/2021 C3 Grading and Drainage Plan 11/10/2021 C4 Utility Plan 11/10/2021 ALTA SURVEY 1 Survey (by Blew & Associates, P.A.)09/16/2021 OWNER/DEVELOPER PB General Holdings, LLC 5110 Talley Road Little Rock, AR 72204 Ph: (501) 219-8899 LAND SURVEYOR: Blew & Assoicates, PA 3825 N Shiloh Drive Fayetteville, AR 72703 Ph: (479) 443-4506 Fax: (479) 58/2-1883 CIVIL ENGINEER Blew & Associates, PA 5104 S Pinnalce Hills Pkwy, Ste 1-C Rogers, AR 72758 Ph: (479) 443-4506 Fax: (479) 58/2-1883 ARCHITECT Bartlett Architecture, Inc. 603 Highway 5 North Benton, AR 72019 Ph: (501) 794-4448 Fax: (501) 794-4449 CITY OF LITTLE ROCK: Planning Department Jamie Collins, Director 723 West Markham Street Little Rock, AR 72201 Ph: (501) 371-4790 gcollins@littlerock.gov Civil Engineering/Division Manager 701 West MArkham Street Little Rock, AR 72201 Ph: (501) 371-4811 Building Codes Stephen Crain - Plans Examiner 723 West Markham Street Little Rock, AR 72201 Ph: (501) 371-4875 Fire Department Delphone D. Hubbard - Fire Chief 624 South Chester Street Little Rock, AR 72201 Ph: (501) 918-3700 CENTRAL ARKANSAS WATER 221 E Capitol Ave Little Rock, AR 72202 Ph: (501) 372-5161 LITTLE ROCK WATER RECLAMATION AUTHORITY Vince Hotho 11 Clearwater Dr. Little Rock, AR 72204 Ph: (501) 688-1452 WINDSTREAM TELECOMMUNICATIONS 4001 N Rodney Parham Rd. Little Rock, AR 72212 Ph: (501) 404-7947 CENTERPOINT ENERGY Megan Reynolds Ph: (501) 404-7947 AT&T ARKANSAS 17000 Cantrell Rd, Room B-17 Little Rock, AR 72223 Ph: (501) 615-5823 ENTERGY ARKANSAS John Jones 425 W Capital Ave #27 Little Rock, AR 72201 (800) 368-3749 NOT F O R CON S T R U C TI O N FOR R E VI E W ONL Y!!! NOT F O R CON S T R U C TI O N FOR R E VI E W ONL Y!!! 6" SS 6" SS 6" SS S Relocate Existing Overhead Power Line Relocate Existing Electric Structures as Necessary Proposed Sanitary Sewer Relocation Demo/Relocate Sanitary Structures as Necessary 4" SS 4" SS 4" SS AREA 8.24'9.34'6.91'7.43'8.16'Proposed Underground Detention Proposed Outlet Connection for Site Detention HP 376.3237 6 37 6 3753 7 3 376 376376370365380377377378 Retaining Wall with Ribbon Curb (Max Height: 3.5')6.9'3786.9'℄℄℄℄℄℄℄℄XXXX X X X X X X X XOHEOHEOHEOHE OHEOHE OHE OHE OHE OHE OHEOHEOHE OHEOHEOHEOHEOHEOHEGAS GAS GAS GAS T T WV WV SS SS SS SS SS SS SS SS SS SS XXXXOHEOHEXX OHE OHE OHE OHE OHE OHE WWWWWWWWWW W W W W W W W W W W W W W W W 3643 6 5 3 6 6 3 6 7 368 369 370 371 372 373 3 7 4 375 376 370 368 369 365 366 367 362363364 361362364363365366367368369370372373374375376 374 3 7 5 376377379 377378378 3 75 3 7 6 37 7 FL: 370.38 T47 T46 T26T25 T8 T4 T3 XW 11th Street 50' Public Right-of-Way - Asphalt Pavement City Owned & Maintained 25 MPH Fair Park BoulevardVariable Public Right-of-Way - Variable Asphalt PavementCity Owned & Maintained40 MPH6 RCP 6 VCP 8" DIP2" PVC 2" PVC S Tyler StreetPublic Right-of-Way - Asphalt PavementCity Owned & MaintainedDMH #4 Rim Elevation: 367.97' SMH #2 Rim Elevation: 362.87' SMH #4 SMH #5 Rim Elevation: 376.85' DMH #6 Rim Elevation: 360.90' GI #2 Rim Elevation: 360.17' SMH #1 Rim Elevation: 360.70' SMH #3 Rim Elevation: 365.17' DMH #5 Rim Elevation: 368.24' GI #1 Rim Elevation: 369.40' FO S1 S5 16.6' Street Buffer 4.33'4.33' 6.9' Street Buffer Proposed Detention will conform to the City of Little Rock Drainage Requirements & will release at a rate less than or equal to pre-development rates. Retaining Wall (Max Height: 11.8') Proposed Sanitary Sewer Manhole Relocate Existing Electric Structures as NecessaryRelocate Existing 6" Line 16.6' Street Buffer Retaining Wall with Ribbon Curb (Max Height: 2.3') SPACES4 SPACES8 SPACES9 SPACES5SPACES5PROPOSED RETAIL STORE BUILDING 70'-0" X 130'-0" "E" PLAN W/ VESTIBULE (HVAC UNITS ON ROOF) FFE: 376.82 45'36'SHEET NUMBER: DRAWING NAME: 21-8761 Sketch 003.dwg SEAL: FIRM: VICINITY MAP N.T.S. BLE W & A SSOCIATES , PA CIVIL ENGINEERS & LAND SURVEYORS 3825 NORTH SHILOH DRIVE FAYETTEVILLE, ARKANSAS 72703 OFFICE: 479.443.4506 FAX: 479.582.1883 www.BLEWINC.com Certificate of Authorization № 1534 JOB NUMBER: DRAWN BY: DATE: REVIEWED BY:Site, Grading and Drainage Sketch Plan-C1Sketch Plans For:p:\21-8761 dg little rock (fair park)\civil drawings\21-8761 sketch 003.dwg - Plotted on 11/8/2021 3:45:16 PM @ a scale of 1:1 to autocad pdf (smallest file).pc3 by Catey AtchleyDollar General of Little Rock (Fair Park)1101 Fair Park Blvd. Little Rock, AR 72204PB General Holdings, LLC5110 Talley RoadLittle Rock, AR 72204(501) 219-88992021-10-15 A. Pope 21-8761 W. Cody Sexton Proposed Features: Feature Description Note: *Only Symbols That Appear On This Sheet Are Shown In This Legend. *See Survey For Existing Features Legend. *See Cover Sheet For Abbreviation List. Property Line Onsite Property Line Offsite Property Line Right-Of-Way Line Setback Line Easement Line Zoning Limits Street / Drive Centerline Thickened Edge Of Pavement Edge Of Gravel Firelane Striping General Fence Line Chain Link Fence Line Board Fence Line Parking Counter Storm Pipe (See Grading Plan Retaining Wall See Utility Plan For Line Sizes Water Line Tee, Cross, Bends, Gate Vale & Reducer Fire Hydrant & Assembly Water Meter - Single Water Meter - Double Sanitary Sewer Force Main Sanitary Sewer Line Sanitary Sewer Service Sanitary Sewer Manhole Gas Line Overhead Electric Line Underground Electric Line Cable Television Line Fiber Optic Line Overhead Telephone Line Underground Telephone Line Utility Pole Light Pole Curb And Gutter (See Site Plan For Size) Asphalt Pavement (See Detail Sheet For Pavement Sections) Concrete Pavement (See Detail Sheet For Pavement Sections) Concrete Sidewalk (See Site Plan For Dimensions) Storm Catch Basin(s) 00 SPACES AREA GRATED CURB INLET GRATED INLET JUNCTION BOX AREA INLET CURB INLET OUTFALL STRUCTURE MW MW S X"FM X"SS GAS OHE UGE C-TV FO OHT UGT X"W FIRELANE X (See Plan For Type) For Type and Size) Know what's below. Call before you dig.nwswsen e EN WS( IN FEET ) GRAPHIC SCALE 20'0 10'20'40'80' 1 inch = 20 ft SITEW. 11th St.Fair Park Blvd.S. Tyler St.CERTIFICA T E OF AUT H O RI ZATION BLEW & ASSOCIATES, PA BLEW & ASSOCIATES, PA BLEW & ASSOCIATES, PA No. 1534 A RK A N S A S r Dimensions are measured from the Face of Curb, the Edge of Pavement, the Edge of Sidewalk the Face/Corner of the Building(s) or the Center/End of Stripe. r All radii shall be 4 foot at Face of Curb unless otherwise specified. r Layout of Site Plan is based on and limited to survey information. r All Curb & Gutter shall be 24" wide per detail sheet. r All Pavement Marking shall be applied in accordance with the requirements outlined in the most current edition of the "Manual on Uniform Traffic Control Devices" (MUTCD). r All Signs, Traffic Control Devices, etc. shall follow the guidelines of the MUTCD. r The Contractor shall refer to the Architectural drawings for Building Floor plans and Dimensions, Wall Sections, Door Openings, Building Utility Entrance Points, etc. The Contractor shall immediately notify the Architect and Engineer in the event that the Civil Site Plans Building Layout does not match the Architectural drawings. r All handicap spaces shall be striped / marked in accordance with the handicap striping detail. r All pavement indicated shall be standard duty bituminous pavement unless otherwise noted on plan. The pavement shall be constructed in accordance with the pavement section detail. r It is the Contractor's responsibility to calculate construction staking coordinates according to the dimensions shown on these plans. The Contractor shall verify the accuracy of the coordinates shown on the plans and notify the Engineer of any irregularities before construction starts. r All ramps shall have detectable truncated dome panels per A.D.A. and city standards and the detail sheet Site General Notes: Property Description PART OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 6, TOWNSHIP 1 NORTH, RANGE 12 WEST, LITTLE ROCK, PULASKI COUNTY, ARKANSAS. BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT A POINT THAT IS 20.00 FEET OF AND 174.70 FEET NORTH OF THE SOUTHWEST CORNER OF SAID SOTUHWEST QUARTER OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 6, THENCE SOUTH 88 DEGREES 02 MINUTES 17 SECONDS EAST 14.84 FEET TO A POINT ON THE EAST RIGHT OF WAY LINE OF FAIR PARK BOULEVARD AND THE POINT OF BEGINNING, THENCE ALONG SAID RIGHT OF WAY LINE NORTH 01 DEGREES 00 MINUTES 30 SECONDS EAST 83.09 FEET, THENCE ALONG SAID RIGHT OF WAY LINE NORTH 43 DEGREES 42 MINUTES 28 SECONDS WEST 2.84 FEET, THENCE CONTINUING ALONG SAID RIGHT OF WAY LINE NORTH 01 DEGREES 00 MINUTES 30 SECONDS EAST 42.10 FEET, THENCE CONTINUING ALONG SAID RIGHT OF WAY LINE NORTH 46 DEGREES 04 MINUTES 48 SECONDS EAST, 7.11 FEET, THENCE CONTINUING ALONG SAID RIGHT OF WAY LINE NORTH 00 DEGREES 08 MINUTES 50 SECONDS WEST 2.03 FEET TO A POINT ON THE SOUTHERLY RIGHT OF WAY LINE OF WEST 11TH STREET, THENCE ALONG SAID RIGHT OF WAY LINE NORTH 81 DEGREES 27 MINUTES 06 SECONDS EAST 45.88 FEET, THENCE CONTINUING ALONG SAID RIGHT OF WAY LINE NORTH 04 DEGREES 06 MINUTES 33 SECONDS EAST 3.61 FEET, THENCE CONTINUING ALONG SAID RIGHT OF WAY LINE SOUTH 87 DEGREES 54 MINUTES 48 SECONDS EAST 254.47 FEET TO A POINT ON THE WEST RIGHT OF WAY LINE OF TYLER STREET, THENCE ALONG SAID RIGHT OF WAY LINE SOUTH 02 DEGREES 05 MINUTES 12 SECONDS WEST, 145.71 FEET, THENCE NORTH 88 DEGREES 02 MINUTES 17 SECONDS WEST 300.16 FEET TO THE POINT OF BEGINNING. Flood Statement BY GRAPHIC PLOTTING ONLY, THIS PROPERTY IS IN ZONE "X" (OTHER AREAS - UNSHADED) OF THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO. 05119C0452J, WHICH BEARS AN EFFECTIVE DATE OF 02/26/2021 AND IS NOT IN A SPECIAL FLOOD HAZARD AREA ZONE "X" (OTHER AREAS - UNSHADED) - AREAS DETERMINED TO BE OUTSIDE THE 0.2% CHANCE ANNUAL FLOODPLAIN. **FLOOD STATEMENT DOES NTO GUARANTEE AGAINST LOCALIZED FLOODING. City of Little Rock Notes ·CONTRACTOR CHALL BE RESPONSIBLE FOR CONTACTING THE CITY OF LITTLE ROCK PUBLIC WORKS DEPARTMENT FOR INSPECTIONS OF ANY WORK IN THE PUBLIC RIGHT OF WAY PRIOR TO PLACEMENT OF CONCRETE OR ASPHALT OR FOR ON SITE CLARIFICATION OF REQUIREMENTS PRIOR TO COMMENCING WORK. FAILURE TO DO SO CAN RESULT IN REMOVAL OF ANY IMPROPERLY PLACED CONCRETE OR ASPHALT AT THE EXPENSE OF THE OWNER OR CONTRACTOR. ·DAMAGE TO PUBLIC AND PRIVATE PROPERTY DUE TO HAULING OPERATIONS OR OPERATIONS OF CONSTRUCTION RELATED EQUIPMENT FROM A CONSTRUCTION SITE SHALL BE REPAIRED BY THE RESPONSIBLE PARTY PRIOR TO THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY. ·OBTAIN PERMITS PRIOR TO DOING ANY STREET CUTS OR CURB CUTS. OBTAIN BARRICADE PERMIT PRIOR TO DOING ANY WORK IN THE RIGHT OF WAY. CONTACT TRAFFIC ENGINEERING AT (501) 379-1800 FOR MORE INFORMATION. ·HAULING OF FILL MATERIAL ON OR OFF SITE OVER MUNICIPAL STREETS AND ROADS REQUIRES APPROVAL PRIOR TO A GRADING PERMIT BEING ISSUED. CONTACT PUBLIC WORKS TRAFFIC ENGINEERING AT 621 S. BROADWAY, (501) 379-1800 FOR MORE INFORMATION. ·ALL SIGNAGE, PAVEMENT MARKINGS, AND PARKING LOT STRIPING SHALL CONFORM TO REQUIREMENTS GIVEN IN MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). MUTCD REQUIRES THAT PARKING SPACES BE MARKED IN WHITE. CONTACT TRAFFIC ENGINEERING AT (501) 379-1800 IF YOU HAVE ANY QUESTIONS REGARDING STRIPING. Property Zoning THE SUBJECT PROPERTY WAS ZONED R-3 AT THE TIME OF SURVEY. CONTACT: TIM HERNDON PHONE:501-371-6817 APPLICATION TO RE-ZONE THE SUBJECT PROPERTY TO PZD, PLANNED ZONING DISTRICT, HAS BEEN SUBMITTED TO THE CITY OF LITTLE ROCK PLANNING DEPARTMENT FOR REVIEW AND ACCEPTANCE. BUFFER REQUIREMENTS: COMMERCIAL USES. THESE USES SHALL PROVIDE BUFFERS WHERE ABUTTING ANY USE OR ZONING EXCEPT OFFICE, COMMERCIAL OR INDUSTRIAL. STREET BUFFERS SHALL BE REQUIRED IN ALL INSTANCES. LAND USE BUFFER. ALL SITES DEVELOPED, MODIFIED OR ENLARGED SHALL PROVIDE A LAND USE BUFFER(S) AS FOLLOWS: 1. SIDE PROPERTY LINES AT SIX (6) PERCENT OF THE AVERAGE WIDTH OF THE LOT ON BOTH SIDES; 2. REAR PROPERTY LINES AT SIX (6) PERCENT OF THE AVERAGE DEPTH OF THE LOT; 3.THE MINIMUM DIMENSION SHALL BE NINE (9) FEET IN ALL INSTANCES; 4.THE MAXIMUM DIMENSION REQUIRED SHALL BE FIFTY (50) FEET IN ALL INSTANCES. STREET BUFFER. ALL SITES DEVELOPED, MODIFIED OR ENLARGED SHALL PROVIDE STREET BUILDERS AS FOLLOWS: 1.ALL STREET PROPERTY LINES AT SIX (6) PERCENT OF THE AVERAGE DEPTH OF THE LOT. 2.STREET BUILDERS SHALL NOT BE REQUIRED FOR ALLEY FRONTAGE. 3.THE MINIMUM DIMENSION SHALL BE ONE-HALF THE FULL WIDTH REQUIREMENT BUT IN NO CASE LESS THAN NINE (9) FEET. 4.THE MAXIMUM DIMENSION REQUIRED SHALL BE FIFTY (50) FEET. *SEE ZONING ORDINANCE FOR ADDITIONAL RESTRICTIONS. PROPERTY INFORMATION Gross Site Area:43716 sf 1.00 acres Proposed Dedicated R.O.W:7303 sf 0.17 acres Net Site Area:36419 sf 0.84 acres Zoning:REZONING TO PZD- PLANNED ZONING DISTRICT) SITE INFORMATION Total Paved / Gravel Area:14930 sf 0.84 acres Total Sidewalk Area:11510 sf 0.84 acres Total Building Area:Gross: 9246sf / Retail: 7621sf 0.84 acres Total Impervious Area:26760 sf 0.84 acres Total Pervious Area:9653 sf 0.84 acres PARKING REGULATIONS Required Spaces Ratio:1 Space/200 sf of Gross Floor Area Required Spaces (Total):23 Provided Spaces (Total):30 Provided Accessible Spaces:2 BUILDING INFORMATION Overall Building Height:18'-4" A.F.F. Top of Parapet) LANDSCAPE INFORMATION Vehicular Use Area: 14930 sf (8%= 1195 SF Interior Landscape Required) Interior Landscape Shown: 1531 sf Site Information Contacts OWNER/DEVELOPER PB General Holdings, LLC 5110 Talley Road Little Rock, AR 72204 Ph: (501) 219-8899 LAND SURVEYOR: Blew & Assoicates, PA 3825 N Shiloh Drive Fayetteville, AR 72703 Ph: (479) 443-4506 Fax: (479) 58/2-1883 CIVIL ENGINEER Blew & Associates, PA 5104 S Pinnalce Hills Pkwy, Ste 1-C Rogers, AR 72758 Ph: (479) 443-4506 Fax: (479) 58/2-1883 ARCHITECT Bartlett Architecture, Inc. 603 Highway 5 North Benton, AR 72019 Ph: (501) 794-4448 Fax: (501) 794-4449 CITY OF LITTLE ROCK: Planning Department Jamie Collins, Director 723 West Markham Street Little Rock, AR 72201 Ph: (501) 371-4790 gcollins@littlerock.gov Civil Engineering/Division Manager 701 West MArkham Street Little Rock, AR 72201 Ph: (501) 371-4811 Building Codes Stephen Crain - Plans Examiner 723 West Markham Street Little Rock, AR 72201 Ph: (501) 371-4875 CITY OF LITTLE ROCK CONTINUED: Fire Department Delphone D. Hubbard - Fire Chief 624 South Chester Street Little Rock, AR 72201 Ph: (501) 918-3700 CENTRAL ARKANSAS WATER 221 E Capitol Ave Little Rock, AR 72202 Ph: (501) 372-5161 LITTLE ROCK WATER RECLAMATION AUTHORITY Vince Hotho 11 Clearwater Dr. Little Rock, AR 72204 Ph: (501) 688-1452 WINDSTREAM TELECOMMUNICATIONS 4001 N Rodney Parham Rd. Little Rock, AR 72212 Ph: (501) 404-7947 CENTERPOINT ENERGY Megan Reynolds Ph: (501) 404-7947 AT&T ARKANSAS 17000 Cantrell Rd, Room B-17 Little Rock, AR 72223 Ph: (501) 615-5823 ENTERGY ARKANSAS John Jones 425 W Capital Ave #27 Little Rock, AR 72201 (800) 368-3749 PROPOSED RETAIL STORE BUILDING 70'-0" X 130'-0" "E" PLAN W/ VESTIBULE (HVAC UNITS ON ROOF) Truck Path Scale: 1" = 40' ℄℄℄℄℄℄℄℄℄XXXX X X X X X X X XXOHEOHEOHEOHE OHEOHE OHE OHE OHE OHE OHEOHEOHEOHE OHEOHEOHEOHEOHEOHEGASGAS GAS GAS GAS GAS GAS GAS GAS GASW T T WV WV SS SS SS SS SS SS SS SS SS SS XXXXOHEOHEXX OHE OHE OHE OHE OHE OHE Subject Property Area (Before ROW Dedication) 43716 Sq. Ft. (+/-) 1.004 Acres (+/-) (After ROW Dedication) 36413 Sq. Ft. (+/-) 0.836 Acres (+/-) WV WV WV WWWWWWWWWWW W W W W W W W W W W W W W W W 3643 6 5 3 6 6 3 6 7 368 369 370 371 372 373 3 7 4 375 376 370 3 7 1 368 369 365 366 367 362363364 361362364363365366367368369370372373374375376374 3 7 5 376377379 377378378 3 75 3 7 6 37 7 375.22374.74375.26 375.26374.80 375.07 375.31 375.28375.21 375.70375.70 375.53 375.75 375.60375.19 375.96 375.49 376.22375.83 375.97 375.96 375.97 376.45 376.41 376.37 376.65 376.81376.18376.67 376.65376.20376.92 376.67376.27 376.09 376.50 376.46 376.03 375.96 376.03 375.82 376.27 375. 7 9 375.7 7 375.54 375.99 377.04 377.68 376.78378.81 379.18 379.86 380.13 379.56 379.74 378.05 378.52 375.88 376.62 375.10 375.57 374.47 374.40373.83373.40 373.44373.54373.17 373.04 372.57 372.52 3 7 2 . 7 1 372.04371.92 371.90 372.30 372.28371.82 371.85372.21 372.20 371.66371.65372.10 3 7 1 . 8 2 371.43370.96371.48 370.68 370.68 368.29 368.30368.23368.70 368.21 367.69367.64 367.15 372.26 371.46 368.44 364.58 364.10364.57 361.35 360.94361.03361.41361.37361.18360.89 360.73 360.76 361.12361.35361.61361.13 364.70 364.07 364.59 360.34360.39 359.98 360.26 360.38360.38359.91 360.77 360.77360.87360.87360.38 360.78 360.92362.05 363.84 362.38361.94 363.49363.11 364.67367.30367.54365.42365.53366.75367.49368.24 368.93 369.04 367.39368.46369.31 369.38 3 6 8 . 9 4 369.26 369.65 367.68367.15 368.11 368.61368.92368.54 369.32 369.77 369.71 369.71 370.67370.62 371.1237 1 . 5 3 372.15371.64373.14372.60372.96 373.08 FL: 370.38 3 7 2 . 3 5 372.22 372.49 371.30 373.01 374.41 375.23 375.11 373.84 373.85 375.06 375.45 375.79 375.87 378.02 379.28 379.60 379.48 378.79 378.34 378.04 378.38 377.73 377.05 376.92 376.68 376.58 376.25375.60 375.67 375.87 376.23 375.92375.53 375.62375.91375.81375.83 375.79375.65375.70 3 7 6 . 5 4 376.46376.00 375.65 375.69 375.38 375.36 3 7 5 . 8 7 3 7 5 . 8 0 375.38 375.33375.39375.69375.32 375.39 375.72 3 7 5 . 9 1 375.93 375.40 375.44 3 7 5 . 1 1 374.79 375.27 375.10 374.83 374.77 374.51 375.78 375.70 374.38 373.82 374.62 374.97 375.01 374.49 374.84375.20375.28 375.55 375.04 375.18 375.56375.70375.65 3 7 5 . 6 5 375.73 375.32 3 7 5 . 6 1 375.59375.13 375.82374.53 376.80 377.33 376.16 377.23 378.99 377.34 375.58 373.90 370.59 372.14 374.32372.30 368.51 367.09 363.73 367.21 370.28 367.46 365.72 374.83 374.82 374.84374.82 374.50 374.81 374.81374.79 374.11 374.79 374.23 373.84 374.22 373.82 373.65374.09 369.36 369.05 368.73 369.38 369.81 369.94370.37370.25369.66370.61 370.15 368.54 368.57 369.18 368.65 369.17 369.46 369.97 370.45 370.29 370.87 370.93 T47 T46 T45 T44 T43 T42 T41 T40 T39 T38 T37 T36T35 T34 T33 T32 T31T30 T29T28 T27 T26T25 T24 T23 T22 T21 T20 T19 T18 T17 T16 T15 T14 T13T12 T11 T10T9 T8 T7 T6 T5 T4 T3 T2 T1 XW 11th Street 50' Public Right-of-Way - Asphalt Pavement City Owned & Maintained 25 MPH S 02°13'30" W112.96' (M)C 2S 88°11'53" E 238.59' (M)C1N 01°45'43" E 110.49' (M)ROW Area to be dedicated to the city (Per separate plat)Fair Park BoulevardVariable Public Right-of-Way - Variable Asphalt PavementCity Owned & Maintained40 MPH6 RCP 6 VCP 8" DIP2" PVC 2" PVC S Tyler StreetPublic Right-of-Way - Asphalt PavementCity Owned & MaintainedDMH #4 Rim Elevation: 367.97' SMH #2 Rim Elevation: 362.87' SMH #4 SMH #5 Rim Elevation: 376.85' DMH #6 Rim Elevation: 360.90' GI #2 Rim Elevation: 360.17' SMH #1 Rim Elevation: 360.70' SMH #3 Rim Elevation: 365.17' DMH #5 Rim Elevation: 368.24' DMH #1 Rim Elevation: 371.87'DMH #2 Rim Elevation: 372.24' DMH #3 Rim Elevation: 374.71' GI #1 Rim Elevation: 369.40' FO S2 S3 S1 S5 ROW to the city of Little Rock Per Warranty Deed Filed on 6/2/2004 as Instrument No. 2004 50' Min. All trees, structures, and brush within the hatched areas are to be removed, anything located outside the hatched areas are to remain unless otherwise specified.SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF3,000 SF Laydown & Storage Area (Size as Needed) Concrete Washout Area Limit of Disturbance SILT F Relocate Sanitary Structures & Lines Relocate Sanitary Structures & Lines Relocate Electric Lines & Structures Relocate Electric Lines & Structures SAVE SAVE SAVE DEMO RELOC RELOC RELOC SAVE RELOC SHEET NUMBER: DRAWING NAME: 21-8761 Sketch Grade 001.dwg SEAL: FIRM: VICINITY MAP N.T.S. BLE W & A SSOCIATES , PA CIVIL ENGINEERS & LAND SURVEYORS 3825 NORTH SHILOH DRIVE FAYETTEVILLE, ARKANSAS 72703 OFFICE: 479.443.4506 FAX: 479.582.1883 www.BLEWINC.com Certificate of Authorization № 1534 JOB NUMBER: DRAWN BY: DATE: REVIEWED BY:Demolition and Erosion Control Plan Ph 1-C2Sketch Plans For:p:\21-8761 dg little rock (fair park)\civil drawings\21-8761 sketch grade 001.dwg - Plotted on 11/10/2021 10:33:51 AM @ a scale of 1:1 to autocad pdf (smallest file).pc3 by Catey AtchleyDollar General of Little Rock (Fair Park)1101 Fair Park Blvd. Little Rock, AR 72204PB General Holdings, LLC5110 Talley RoadLittle Rock, AR 72204(501) 219-88992021-11-10 A. Pope 21-8761 W. Cody SextonREVISIONS:PRE-BIDPOST-BIDDESCRIPTIONDATE:№:---------------------NOT F O R CON S T R U C TI O N FOR R E VI E W ONL Y!!! NOT F O R CON S T R U C TI O N FOR R E VI E W ONL Y!!! Proposed Features: Feature Description Note: *See Survey For Existing Features Legend. *See Cover Sheet For Abbreviation List. Property Line Onsite Property Line Offsite Property Line Right-Of-Way Line Know what's below. Call before you dig.nwswsen e EN WS( IN FEET ) GRAPHIC SCALE 20'0 10'20'40'80' 1 inch = 20 ft r Contractor shall be responsible for removal of the Existing Structures, Related Utilities, Paving, Underground Storage Tanks and any other existing improvements as noted. Contractor is to remove and dispose of all debris, rubbish, and other materials resulting from previous and current demolition operations. Disposal shall be in accordance with all Local, State and/or Federal Regulations Governing such operations. r The General Contractor shall take all precautions necessary to avoid property damage to adjacent properties during the construction phases of this project. The contractor will be held solely responsible for any damages to the adjacent properties occurring during the construction phases of this project. r The Contractor is specifically cautioned that the location and/or elevation of existing utilities as shown on these plans is based on records of the various utility companies, and where possible, measurements taken in the field. The information is not to be relied upon as being exact or complete. The contractor must call the appropriate utility company at least 48 hours prior to any excavation to request exact field location of utilities. It shall be the contractor's responsibility locate all existing utilities which conflict with the proposed improvements shown on the plans, whether shown or not shown at no additional cost to the owner. r Contractor shall remove all buildings, pavement, curbs, trees, light poles, utility poles and lines from the site up to the limits of construction or the property line unless otherwise noted. Contractor shall cap/plug any water, gas, sanitary sewer or storm sewer line at the property line. Electric and Telephone lines whether overhead or underground shall be terminated at the closest utility pole or pedestal to the property line or per the Designated Utility Company's Requirements. r It is the Contractor's responsibility to remove any and all asbestos or any other hazardous materials from the site per government guidelines and shall dispose of the hazardous materials in strict accordance to the guidelines. r Contractor shall ensure that adequate measures are taken prior to the removal of any existing storm water / sanitary sewer systems so that the discharge of water remains uninterrupted both on and off the site. r Contractor shall ensure that any utility service to the site that shall be removed will not interrupt service to the neighboring property owners. It is the contractors responsibility to coordinate with the neighboring property owners if service will be interrupted. Demolition Notes: r The Storm Water Pollution Prevention Plan (SWPPP) is comprised of the Erosion Phase I & II construction drawings, the standard details and any related documents including City ordinance. r Contractor shall implement best management practices as required by the SWPPP. Additional best management practices shall be implemented as dictated by conditions at no additional cost of owner throughout all phases of construction. r Best Management Practices (BMP's) and controls shall conform to federal, state, or local requirements or manual of practice, as applicable, Contractor shall implement additional controls as directed by permitting agency or owner. r Site map must clearly delineate all state waters. Permits for any construction activity impacting state waters or regulated wetlands must be maintained on site at all times. r Contractor shall minimize clearing to the maximum extent practical or as required by the general permit. r General Contractor shall denote on plan the temporary parking and storage area which shall also be used as the equipment maintenance and cleaning area, employee parking area, and area for locating portable facilities, office trailers, and toilet facilities. r All wash water (concrete trucks, vehicle cleaning, equipment cleaning, etc.) shall be detained and properly treated or disposed. r Sufficient oil and grease absorbing materials and flotation booms shall be maintained on site or readily available to contain and clean-up fuel or chemical spills and leaks. r Dust on the site shall be controlled. The use of motor oils and other petroleum based or toxic liquids for dust suppression operations is prohibited. r Rubbish, trash, garbage, litter, or other such materials shall be deposited into sealed containers. Materials shall be prevented from leaving the premises through the action of wind or storm water discharge into drainage ditches or Waters of the State or U.S. r All storm water pollution prevention measures presented on this plan, and in the Storm Water Pollution Prevention Plan, shall be initiated as soon as practicable. r Disturbed portions of the site where construction activity has stopped shall be temporarily seeded no later than 14 days after the last construction activity occurring in these areas. r Disturbed portions of the site where construction activity has permanently stopped shall be permanently seeded. These areas shall be seeded no later than 14 days after the last construction activity occurring in these areas. Refer to the grading plan and/or landscape plan. r If the action of vehicles traveling over the gravel construction entrances is not sufficient to remove the majority of dirt or mud, then the tires must be washed before the vehicles enter a public road. If washing is used, provisions must be made to intercept the wash water and trap the sediment before it is carried off the site. r All materials spilled, dropped, washed, or tracked from vehicles onto roadways or into storm drains must be removed immediately. r Contractors or Subcontractors will be responsible for removing sediment in the detention pond and any sediment that may have collected in the storm sewer drainage systems in conjunction with the stabilization of the site. r On-site & offsite soil stockpile and borrow areas shall be protected from erosion and sedimentation through implementation of best management practices. Stockpile and borrow area locations shall be noted on the site map and permitted in accordance with general permit requirements. r Slopes shall be left in a roughened condition during the grading phase to reduce runoff velocities and erosion. r Due to the grade changes during the development of the project, the Contractor shall be responsible for adjusting the erosion control measures (silt fences, straw bales, etc.) to prevent erosion. r All construction shall be stabilized at the end of each working day, this includes backfilling of trenches for utility construction and placement of gravel or bituminous paving for road construction. Erosion General Notes: SWPPP Phase I: 1.Pre-construction meeting. 2.Install stabilized construction exit(s) and concrete wash area(s). 3.Prepare temporary parking and storage area. Upon implementation and installation of the following areas: a.Trailer b.Parking & storage areas c.Lay down d.Porta potty e.Wheel wash &/or concrete washout f.Masons area g.Fuel and material storage containers h.Solid waste containers, etc., denote them on the site maps immediately and note any changes in the locations as they occur throughout the construction process. 4.The following shall be shown on the erosion control site map upon implementation and installation: a.Construction trailer(s) b.Parking & storage areas c.Lay down d.Porta-potty e.Wheel wash &/or concrete washout f.Fuel and material storage containers g.Solid waste containers, etc. 5.Construct the silt fences on the site. 6.Contractor shall halt all ground disturbance activities and contact the civil engineer of record to perform inspection and certification of bmps. General contractor shall schedule and conduct storm water pre-construction meeting with engineer and all ground-disturbing contractors before proceeding with construction. 7.Construct the sediment basin(s) with outfall structure as shown on plan. 8.Clear and grub the site. 9.Start construction of building pad and structures, if any. 10.Begin grading the site. SWPPP Phase II 1. Temporarily seed denuded areas. 2. Install utilities, underdrains, storm sewers, curbs and gutters. 3. Install rip rap around outlet structures where noted on plans. 4.Install inlet protection around all storm sewer structures. 5.Prepare site for paving. 6.Pave site. 7.Install inlet protection devices. 8.Complete grading and install permanent seeding and planting. 9.Remove all temporary erosion and sediment control devices (only if site is stabilized). Sequence of Construction: All measures stated on this erosion and sediment control plan, and in the storm water pollution prevention plan, shall be maintained in fully functional condition until no longer required for a completed phase of work or final stabilization of the site. All erosion and sedimentation control measures shall be checked by a qualified person in accordance with the contract documents or the applicable permit, whichever is more stringent, and repaired in accordance with the following: 1. Inlet protection devices and barriers shall be repaired or replaced if they show signs of undermining, or deterioration. 2. All seeded areas shall be checked regularly to see that a good stand is maintained. Areas should be fertilized, watered, and reseeded as needed. 3. Silt fences shall be repaired to their original conditions if damaged. Sediment shall be removed from the silt fences when it reaches one-half the height of the silt fence. 4. The construction entrances shall be maintained in a condition which will prevent tracking or flow of mud onto public rights-of-way. This may require periodic top dressing of the construction entrances as conditions demand. 5. The temporary parking and storage area shall be kept in good condition (suitable for parking and storage). This may require periodic top dressing of the temporary parking as conditions demand. 6. Outlet structures in the sedimentation basins shall be maintained in operational conditions at all times. Sediment shall be removed from sediment basins or traps when the design capacity has been reduced by 50%. Maintenance: Existing to Remain. In the case of vegetation, Contractor shall ensure survival of plants Existing to be Removed / Demolished Existing to be Relocated. Existing to Be Abandoned in Place. Refer to Governing Agency for requirements to abandon in place. Demolition Notes: Key Description DEMO ABNDN SAVE RELOC AVD RCD TREE Temporary Gravel Construction Entrance / Exit Silt Fence Inlet Protection Temporary Diversion Dike Rock Check Dams Existing Grass (See Plan For Width) Rip-rap (see Plan For Size) Note: *Only symbols that appear on this sheet are shown in this legend. Tree Preservation And Protection Anti-vortex Device TDD >> TPF SF DIVDIKE TYPE RIPRAP INLET GRASS SILT F EXIT Temp & Perm Controls: Feature Key Description WattleWTLWATTLE SITEW. 11th St.Fair Park Blvd.S. Tyler St. ℄℄℄℄℄℄℄℄℄XXXX X X X X X X X XXOHEOHEOHEOHE OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEGASGAS GAS GAS GAS GAS GAS GAS GAS GASW T T WV WV SS SS SS SS SS XXXXOHEOHEXX WV WV WV WWWWWWWWWWW W W W W W W W W W W W W W W W 3643 6 5 3 6 6 3 6 7 368 369 370 371 372 373 3 7 4 375 376 370 3 7 1 368 369 365 366 367 362363364 361362364363365366367368369370372373374375376374 3 7 5 376377379 377378378 3 75 3 7 6 37 7 T47 T46 T26T25 T8 T4 T3 XW 11th Street 50' Public Right-of-Way - Asphalt Pavement City Owned & Maintained 25 MPH Fair Park BoulevardVariable Public Right-of-Way - Variable Asphalt PavementCity Owned & Maintained40 MPHS Tyler StreetPublic Right-of-Way - Asphalt PavementCity Owned & MaintainedFO S1 S5 50' Min.SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF3,000 SF Laydown & Storage Area (Size as Needed) 6" SS 6" SS 6" SS S 4" SS 4" SS 4" SS AREA Proposed Underground Detention 37 6 37 6 3753 7 3 376 376376370365380377377378378 4.33'4.33' PROPOSED RETAIL STORE BUILDING 70'-0" X 130'-0" "E" PLAN W/ VESTIBULE (HVAC UNITS ON ROOF) FFE: 376.82 INLET INLET INLET Concrete Washout Area Limit of Disturbance SILT F SHEET NUMBER: DRAWING NAME: 21-8761 Sketch Grade 001.dwg SEAL: FIRM: VICINITY MAP N.T.S. BLE W & A SSOCIATES , PA CIVIL ENGINEERS & LAND SURVEYORS 3825 NORTH SHILOH DRIVE FAYETTEVILLE, ARKANSAS 72703 OFFICE: 479.443.4506 FAX: 479.582.1883 www.BLEWINC.com Certificate of Authorization № 1534 JOB NUMBER: DRAWN BY: DATE: REVIEWED BY:Erosion Control Plan Ph 2-C2-1Sketch Plans For:p:\21-8761 dg little rock (fair park)\civil drawings\21-8761 sketch grade 001.dwg - Plotted on 11/10/2021 10:34:06 AM @ a scale of 1:1 to autocad pdf (smallest file).pc3 by Catey AtchleyDollar General of Little Rock (Fair Park)1101 Fair Park Blvd. Little Rock, AR 72204PB General Holdings, LLC5110 Talley RoadLittle Rock, AR 72204(501) 219-88992021-11-10 A. Pope 21-8761 W. Cody SextonREVISIONS:PRE-BIDPOST-BIDDESCRIPTIONDATE:№:---------------------NOT F O R CON S T R U C TI O N FOR R E VI E W ONL Y!!! NOT F O R CON S T R U C TI O N FOR R E VI E W ONL Y!!! Proposed Features: Feature Description Note: *Only Symbols That Appear On This Sheet Are Shown In This Legend. *See Survey For Existing Features Legend. *See Cover Sheet For Abbreviation List. Property Line Onsite Property Line Offsite Property Line Right-Of-Way Line Easement Line Street / Drive Centerline Thickened Edge Of Pavement Edge Of Gravel General Fence Line Chain Link Fence Line Board Fence Line Storm Pipe (See Grading Plan Retaining Wall See Utility Plan For Line Sizes Water Line Tee, Cross, Bends, Gate Vale & Reducer Fire Hydrant & Assembly Water Meter - Single Water Meter - Double Sanitary Sewer Force Main Sanitary Sewer Line Sanitary Sewer Service Sanitary Sewer Manhole Gas Line Overhead Electric Line Underground Electric Line Cable Television Line Fiber Optic Line Overhead Telephone Line Underground Telephone Line Utility Pole Light Pole Curb And Gutter (See Site Plan For Size) Asphalt Pavement (See Detail Sheet For Pavement Sections) Concrete Pavement (See Detail Sheet For Pavement Sections) Concrete Sidewalk (See Site Plan For Dimensions) Storm Catch Basin(s) AREA GRATED CURB INLET GRATED INLET JUNCTION BOX AREA INLET CURB INLET OUTFALL STRUCTURE MW MW S X"FM X"SS GAS OHE UGE C-TV FO OHT UGT X"W X (See Plan For Type) For Type and Size) Ditch Line Fault Line / Grade Change Know what's below. Call before you dig.nwswsen e EN WS( IN FEET ) GRAPHIC SCALE 20'0 10'20'40'80' 1 inch = 20 ft r The Storm Water Pollution Prevention Plan (SWPPP) is comprised of the Erosion Phase I & II construction drawings, the standard details and any related documents including City ordinance. r Contractor shall implement best management practices as required by the SWPPP. Additional best management practices shall be implemented as dictated by conditions at no additional cost of owner throughout all phases of construction. r Best Management Practices (BMP's) and controls shall conform to federal, state, or local requirements or manual of practice, as applicable, Contractor shall implement additional controls as directed by permitting agency or owner. r Site map must clearly delineate all state waters. Permits for any construction activity impacting state waters or regulated wetlands must be maintained on site at all times. r Contractor shall minimize clearing to the maximum extent practical or as required by the general permit. r General Contractor shall denote on plan the temporary parking and storage area which shall also be used as the equipment maintenance and cleaning area, employee parking area, and area for locating portable facilities, office trailers, and toilet facilities. r All wash water (concrete trucks, vehicle cleaning, equipment cleaning, etc.) shall be detained and properly treated or disposed. r Sufficient oil and grease absorbing materials and flotation booms shall be maintained on site or readily available to contain and clean-up fuel or chemical spills and leaks. r Dust on the site shall be controlled. The use of motor oils and other petroleum based or toxic liquids for dust suppression operations is prohibited. r Rubbish, trash, garbage, litter, or other such materials shall be deposited into sealed containers. Materials shall be prevented from leaving the premises through the action of wind or storm water discharge into drainage ditches or Waters of the State or U.S. r All storm water pollution prevention measures presented on this plan, and in the Storm Water Pollution Prevention Plan, shall be initiated as soon as practicable. r Disturbed portions of the site where construction activity has stopped shall be temporarily seeded no later than 14 days after the last construction activity occurring in these areas. r Disturbed portions of the site where construction activity has permanently stopped shall be permanently seeded. These areas shall be seeded no later than 14 days after the last construction activity occurring in these areas. Refer to the grading plan and/or landscape plan. r If the action of vehicles traveling over the gravel construction entrances is not sufficient to remove the majority of dirt or mud, then the tires must be washed before the vehicles enter a public road. If washing is used, provisions must be made to intercept the wash water and trap the sediment before it is carried off the site. r All materials spilled, dropped, washed, or tracked from vehicles onto roadways or into storm drains must be removed immediately. r Contractors or Subcontractors will be responsible for removing sediment in the detention pond and any sediment that may have collected in the storm sewer drainage systems in conjunction with the stabilization of the site. r On-site & offsite soil stockpile and borrow areas shall be protected from erosion and sedimentation through implementation of best management practices. Stockpile and borrow area locations shall be noted on the site map and permitted in accordance with general permit requirements. r Slopes shall be left in a roughened condition during the grading phase to reduce runoff velocities and erosion. r Due to the grade changes during the development of the project, the Contractor shall be responsible for adjusting the erosion control measures (silt fences, straw bales, etc.) to prevent erosion. r All construction shall be stabilized at the end of each working day, this includes backfilling of trenches for utility construction and placement of gravel or bituminous paving for road construction. Erosion General Notes: Sequence of Construction: 5.Construct the silt fences on the site. 6.Contractor shall halt all ground disturbance activities and contact the civil engineer of record to perform inspection and certification of bmps. General contractor shall schedule and conduct storm water pre-construction meeting with engineer and all ground-disturbing contractors before proceeding with construction. 7.Construct the sediment basin(s) with outfall structure as shown on plan. 8.Clear and grub the site. 9.Start construction of building pad and structures, if any. 10.Begin grading the site. SWPPP Phase II 1.Temporarily seed denuded areas. 2.Install utilities, underdrains, storm sewers, curbs and gutters. 3.Install rip rap around outlet structures where noted on plans. 4.Install inlet protection around all storm sewer structures. 5.Prepare site for paving. 6.Pave site. 7.Install inlet protection devices. 8.Complete grading and install permanent seeding and planting. 9.Remove all temporary erosion and sediment control devices (only if site is stabilized). SWPPP Phase I: 1.Pre-construction meeting. 2.Install stabilized construction exit(s) and concrete wash area(s). 3.Prepare temporary parking and storage area. Upon implementation and installation of the following areas: a.Trailer b.Parking & storage areas c.Lay down d.Porta potty e.Wheel wash &/or concrete washout f.Masons area g.Fuel and material storage containers h.Solid waste containers, etc., denote them on the site maps immediately and note any changes in the locations as they occur throughout the construction process. 4.The following shall be shown on the erosion control site map upon implementation and installation: a.Construction trailer(s) b.Parking & storage areas c.Lay down d.Porta-potty e.Wheel wash &/or concrete washout f.Fuel and material storage containers g.Solid waste containers, etc. All measures stated on this erosion and sediment control plan, and in the storm water pollution prevention plan, shall be maintained in fully functional condition until no longer required for a completed phase of work or final stabilization of the site. All erosion and sedimentation control measures shall be checked by a qualified person in accordance with the contract documents or the applicable permit, whichever is more stringent, and repaired in accordance with the following: 1. Inlet protection devices and barriers shall be repaired or replaced if they show signs of undermining, or deterioration. 2. All seeded areas shall be checked regularly to see that a good stand is maintained. Areas should be fertilized, watered, and reseeded as needed. 3. Silt fences shall be repaired to their original conditions if damaged. Sediment shall be removed from the silt fences when it reaches one-half the height of the silt fence. 4. The construction entrances shall be maintained in a condition which will prevent tracking or flow of mud onto public rights-of-way. This may require periodic top dressing of the construction entrances as conditions demand. 5. The temporary parking and storage area shall be kept in good condition (suitable for parking and storage). This may require periodic top dressing of the temporary parking as conditions demand. 6. Outlet structures in the sedimentation basins shall be maintained in operational conditions at all times. Sediment shall be removed from sediment basins or traps when the design capacity has been reduced by 50%. Maintenance: AVD RCD TREE Temporary Gravel Construction Entrance / Exit Silt Fence Inlet Protection Temporary Diversion Dike Rock Check Dams Existing Grass (See Plan For Width) Rip-rap (see Plan For Size) Note: *Only symbols that appear on this sheet are shown in this legend. Tree Preservation And Protection Anti-vortex Device TDD >> TPF SF DIVDIKE TYPE RIPRAP INLET GRASS SILT F EXIT Temp & Perm Controls: Feature Key Description WattleWTLWATTLE PRE-CONSTRUCTION: r Prior to start of site grading, erosion control measures shall be installed in accordance to the erosion control plan. These erosion control measures, as a minimum, shall include all silt fencing, temporary sediment ponds, temporary construction entrance, and any other measures necessary to ensure that sediment does not leave the site. r Contractor shall notify the appropriate Utility Companies and the State One-Call System a minimum of 48 hours prior to any excavation for the location of all underground utility lines that will be affected by this development. Please note that existing utilities noted on plan have been located with all available information and that exact location of utility lines may not be accurate. r A pre-construction meeting shall be held on site once ALL Erosion Control Measures have been installed and prior to any site grading / construction / demolition. GENERAL: r Contractor shall install/use all required equipment so as to comply with all safety standards dictated by OSHA, Federal, State, and Local Regulations. r Contractor shall coordinate with appropriate Utility Company as listed on the cover sheet for adjustment of utility lines affected by cut and fill. r Areas to be graded shall be cleared and grubbed so as to remove all organic material including but not limited to vegetation, trees, roots, debris or other materials that would affect the stability of the fill. If uncertainty exists as to the suitability of any material, the contractor shall have a Registered Geotechnical Engineer make the final determination. r Contractor shall ensure that the fill material be free of organic materials, frozen materials, muck, highly compressible materials, rocks, rubbish, timber, brush, stumps, building debris, and other materials that would negatively affect the fill material. r Contractor shall stock pile and maintain all good top soil removed from areas to be graded and filled for use in final grading all critical / unpaved areas. r Contractor shall proof roll subgrade of all areas to be paved prior to installation of paving materials. Any soft areas shall be removed and replaced with select fill and compacted as noted in the pavement section shown on the detail sheet. r Contractor shall employ a Geotechnical Engineering / Inspection Firm registered with the State of Arkansas for inspection and testing of subgrade for proper compaction (95% standard proctor). STORM SYSTEM: r All drainage structures under paved areas and / or areas expecting heavy duty traffic loading shall be designed to meet AASHTO Heavy Duty (H20) traffic loading. r Storm pipe / box shall be bedded in accordance with the bedding detail and in accordance with the specifications of ASTM D2321 (latest edition available at http://www.ASTM.org). r Storm system is measured from the center of the box and from the end of the flared end sections. r Drainage structures shall be constructed so that the appropriate section of the box, such as the gutter for curb inlets, the grate for drop inlets, is at an elevation that will allow for the maximum drainage into the box in accordance with proposed grades and spot elevation shown on the plan. The contractor shall notify the engineer of record in the event of a discrepancy. r All drainage structures located within the State or Local Right of Way shall be constructed in accordance with the specifications and details of the Appropriate Governing Agency. POST-CONSTRUCTION: r Contractor shall scarify any area to receive top soil to a min. depth of 3". r All unpaved disturbed areas shall be graded smooth and receive a minimum of 4" of topsoil. The area shall be seeded and / or sodded in accordance with the landscape plan. The area shall be watered until a hardy cover of grass has been established and 80% of the site has been stabilized in accordance with ADEQ's Construction General Permit (ARR150000). r Once the site has reached final stabilization in accordance to the requirements set forth in ADEQ's Construction General Permit, the contractor shall file a notice of termination. Grading Notes: SITEW. 11th St.Fair Park Blvd.S. Tyler St. ℄℄℄℄℄℄℄℄℄XXXX X X X X X X X XXOHEOHEOHEOHE OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEGASGAS GAS GAS GAS GAS GAS GAS GAS GASW T T WV WV SS SS SS SS SS XXXXOHEOHEXX WV WV WV WWWWWWWWWWW W W W W W W W W W W W W W W W 3643 6 5 3 6 6 3 6 7 368 369 370 371 372 373 3 7 4 375 376 370 3 7 1 368 369 365 366 367 362363364 361362364363365366367368369370372373374375376374 3 7 5 376377379 377378378 3 75 3 7 6 37 7 FL: 370.38 XW 11th Street 50' Public Right-of-Way - Asphalt Pavement City Owned & Maintained 25 MPH Fair Park BoulevardVariable Public Right-of-Way - Variable Asphalt PavementCity Owned & Maintained40 MPHS Tyler StreetPublic Right-of-Way - Asphalt PavementCity Owned & MaintainedDMH #4 Rim Elevation: 367.97' DMH #6 Rim Elevation: 360.90' GI #2 Rim Elevation: 360.17' DMH #5 Rim Elevation: 368.24' DMH #1 Rim Elevation: 371.87'DMH #2 Rim Elevation: 372.24' DMH #3 Rim Elevation: 374.71' GI #1 Rim Elevation: 369.40' FO S1 S5 6" SS 6" SS 6" SS S 4" SS 4" SS 4" SS AREA Proposed Underground Detention Proposed Outlet Connection for Site Detention HP 376.3237 6 37 6 3753 7 3 376 376376370365380377377378 Retaining Wall with Ribbon Curb (Max Height: 3.5')3784.33'4.33' Proposed Detention will conform to the City of Little Rock Drainage Requirements & will release at a rate less than or equal to pre-development rates. Retaining Wall (Max Height: 11.8') Retaining Wall with Ribbon Curb (Max Height: 2.3') PROPOSED RETAIL STORE BUILDING 70'-0" X 130'-0" "E" PLAN W/ VESTIBULE (HVAC UNITS ON ROOF) FFE: 376.82 FlowFlow Flow Flow SHEET NUMBER: DRAWING NAME: 21-8761 Sketch Grade 001.dwg SEAL: FIRM: VICINITY MAP N.T.S. BLE W & A SSOCIATES , PA CIVIL ENGINEERS & LAND SURVEYORS 3825 NORTH SHILOH DRIVE FAYETTEVILLE, ARKANSAS 72703 OFFICE: 479.443.4506 FAX: 479.582.1883 www.BLEWINC.com Certificate of Authorization № 1534 JOB NUMBER: DRAWN BY: DATE: REVIEWED BY:Grading and Drainage Plan-C3Sketch Plans For:p:\21-8761 dg little rock (fair park)\civil drawings\21-8761 sketch grade 001.dwg - Plotted on 11/10/2021 10:34:18 AM @ a scale of 1:1 to autocad pdf (smallest file).pc3 by Catey AtchleyDollar General of Little Rock (Fair Park)1101 Fair Park Blvd. Little Rock, AR 72204PB General Holdings, LLC5110 Talley RoadLittle Rock, AR 72204(501) 219-88992021-11-10 A. Pope 21-8761 W. Cody SextonREVISIONS:PRE-BIDPOST-BIDDESCRIPTIONDATE:№:---------------------NOT F O R CON S T R U C TI O N FOR R E VI E W ONL Y!!! NOT F O R CON S T R U C TI O N FOR R E VI E W ONL Y!!! Proposed Features: Feature Description Note: *Only Symbols That Appear On This Sheet Are Shown In This Legend. *See Survey For Existing Features Legend. *See Cover Sheet For Abbreviation List. Property Line Onsite Property Line Offsite Property Line Right-Of-Way Line Easement Line Street / Drive Centerline Thickened Edge Of Pavement Edge Of Gravel General Fence Line Chain Link Fence Line Board Fence Line Storm Pipe (See Grading Plan Retaining Wall See Utility Plan For Line Sizes Water Line Tee, Cross, Bends, Gate Vale & Reducer Fire Hydrant & Assembly Water Meter - Single Water Meter - Double Sanitary Sewer Force Main Sanitary Sewer Line Sanitary Sewer Service Sanitary Sewer Manhole Gas Line Overhead Electric Line Underground Electric Line Cable Television Line Fiber Optic Line Overhead Telephone Line Underground Telephone Line Utility Pole Light Pole Curb And Gutter (See Site Plan For Size) Asphalt Pavement (See Detail Sheet For Pavement Sections) Concrete Pavement (See Detail Sheet For Pavement Sections) Concrete Sidewalk (See Site Plan For Dimensions) Storm Catch Basin(s) AREA GRATED CURB INLET GRATED INLET JUNCTION BOX AREA INLET CURB INLET OUTFALL STRUCTURE MW MW S X"FM X"SS GAS OHE UGE C-TV FO OHT UGT X"W X (See Plan For Type) For Type and Size) Ditch Line Fault Line / Grade Change Know what's below. Call before you dig.nwswsen e EN WS( IN FEET ) GRAPHIC SCALE 20'0 10'20'40'80' 1 inch = 20 ft PRE-CONSTRUCTION: r Prior to start of site grading, erosion control measures shall be installed in accordance to the erosion control plan. These erosion control measures, as a minimum, shall include all silt fencing, temporary sediment ponds, temporary construction entrance, and any other measures necessary to ensure that sediment does not leave the site. r Contractor shall notify the appropriate Utility Companies and the State One-Call System a minimum of 48 hours prior to any excavation for the location of all underground utility lines that will be affected by this development. Please note that existing utilities noted on plan have been located with all available information and that exact location of utility lines may not be accurate. r A pre-construction meeting shall be held on site once ALL Erosion Control Measures have been installed and prior to any site grading / construction / demolition. GENERAL: r Contractor shall install/use all required equipment so as to comply with all safety standards dictated by OSHA, Federal, State, and Local Regulations. r Contractor shall coordinate with appropriate Utility Company as listed on the cover sheet for adjustment of utility lines affected by cut and fill. r Areas to be graded shall be cleared and grubbed so as to remove all organic material including but not limited to vegetation, trees, roots, debris or other materials that would affect the stability of the fill. If uncertainty exists as to the suitability of any material, the contractor shall have a Registered Geotechnical Engineer make the final determination. r Contractor shall ensure that the fill material be free of organic materials, frozen materials, muck, highly compressible materials, rocks, rubbish, timber, brush, stumps, building debris, and other materials that would negatively affect the fill material. r Contractor shall stock pile and maintain all good top soil removed from areas to be graded and filled for use in final grading all critical / unpaved areas. r Contractor shall proof roll subgrade of all areas to be paved prior to installation of paving materials. Any soft areas shall be removed and replaced with select fill and compacted as noted in the pavement section shown on the detail sheet. r Contractor shall employ a Geotechnical Engineering / Inspection Firm registered with the State of Arkansas for inspection and testing of subgrade for proper compaction (95% standard proctor). STORM SYSTEM: r All drainage structures under paved areas and / or areas expecting heavy duty traffic loading shall be designed to meet AASHTO Heavy Duty (H20) traffic loading. r Storm pipe / box shall be bedded in accordance with the bedding detail and in accordance with the specifications of ASTM D2321 (latest edition available at http://www.ASTM.org). r Storm system is measured from the center of the box and from the end of the flared end sections. r Drainage structures shall be constructed so that the appropriate section of the box, such as the gutter for curb inlets, the grate for drop inlets, is at an elevation that will allow for the maximum drainage into the box in accordance with proposed grades and spot elevation shown on the plan. The contractor shall notify the engineer of record in the event of a discrepancy. r All drainage structures located within the State or Local Right of Way shall be constructed in accordance with the specifications and details of the Appropriate Governing Agency. POST-CONSTRUCTION: r Contractor shall scarify any area to receive top soil to a min. depth of 3". r All unpaved disturbed areas shall be graded smooth and receive a minimum of 4" of topsoil. The area shall be seeded and / or sodded in accordance with the landscape plan. The area shall be watered until a hardy cover of grass has been established and 80% of the site has been stabilized in accordance with ADEQ's Construction General Permit (ARR150000). r Once the site has reached final stabilization in accordance to the requirements set forth in ADEQ's Construction General Permit, the contractor shall file a notice of termination. Grading Notes: SITEW. 11th St.Fair Park Blvd.S. Tyler St. XXXX X X X X X X X XXOHEOHEOHEOHE OHEOHE OHE OHE OHE OHE OHEOHEOHEOHE OHEOHEOHEOHEOHEOHEGASGAS GAS GAS GAS GAS GAS GAS GAS GASW T T WV WV SS SS SS SS SS SS SS SS SS SS XXXXOHEOHEXX OHE OHE OHE OHE OHE OHE WV WV WV WWWWWWWWWWW W W W W W W W W W W W W W W W XW 11th Street 50' Public Right-of-Way - Asphalt Pavement City Owned & Maintained 25 MPH Fair Park BoulevardVariable Public Right-of-Way - Variable Asphalt PavementCity Owned & Maintained40 MPH6 RCP 6 VCP 8" DIP2" PVC 2" PVC S Tyler StreetPublic Right-of-Way - Asphalt PavementCity Owned & MaintainedSMH #2 Rim Elevation: 362.87' SMH #4 SMH #5 Rim Elevation: 376.85' SMH #1 Rim Elevation: 360.70' SMH #3 Rim Elevation: 365.17' FO S1 S5 6" SS 6" SS 6" SS S Relocate Existing Overhead Power Line Relocate Existing Electric Structures as Necessary Proposed Sanitary Sewer Relocation Demo/Relocate Sanitary Structures as Necessary 4" SS 4" SS 4" SS AREA 8.24'9.34'6.91'7.43'8.16'Proposed Underground Detention Proposed Outlet Connection for Site Detention Retaining Wall with Ribbon Curb (Max Height: 3.5') 4.33'4.33' Proposed Detention will conform to the City of Little Rock Drainage Requirements & will release at a rate less than or equal to pre-development rates. Retaining Wall (Max Height: 11.8') Proposed Sanitary Sewer Manhole Relocate Existing Electric Structures as NecessaryRelocate Existing 6" Line Retaining Wall with Ribbon Curb (Max Height: 2.3') PROPOSED RETAIL STORE BUILDING 70'-0" X 130'-0" "E" PLAN W/ VESTIBULE (HVAC UNITS ON ROOF) FFE: 376.82 SHEET NUMBER: DRAWING NAME: 21-8761 Sketch Grade 001.dwg SEAL: FIRM: VICINITY MAP N.T.S. BLE W & A SSOCIATES , PA CIVIL ENGINEERS & LAND SURVEYORS 3825 NORTH SHILOH DRIVE FAYETTEVILLE, ARKANSAS 72703 OFFICE: 479.443.4506 FAX: 479.582.1883 www.BLEWINC.com Certificate of Authorization № 1534 JOB NUMBER: DRAWN BY: DATE: REVIEWED BY:Utility Plan-C4Sketch Plans For:p:\21-8761 dg little rock (fair park)\civil drawings\21-8761 sketch grade 001.dwg - Plotted on 11/10/2021 10:35:07 AM @ a scale of 1:1 to autocad pdf (smallest file).pc3 by Catey AtchleyDollar General of Little Rock (Fair Park)1101 Fair Park Blvd. Little Rock, AR 72204PB General Holdings, LLC5110 Talley RoadLittle Rock, AR 72204(501) 219-88992021-11-10 A. Pope 21-8761 W. Cody SextonREVISIONS:PRE-BIDPOST-BIDDESCRIPTIONDATE:№:---------------------NOT F O R CON S T R U C TI O N FOR R E VI E W ONL Y!!! NOT F O R CON S T R U C TI O N FOR R E VI E W ONL Y!!! Proposed Features: Feature Description Note: *Only Symbols That Appear On This Sheet Are Shown In This Legend. *See Survey For Existing Features Legend. *See Cover Sheet For Abbreviation List. Property Line Onsite Property Line Offsite Property Line Right-Of-Way Line Easement Line Thickened Edge Of Pavement Edge Of Gravel General Fence Line Chain Link Fence Line Board Fence Line Storm Pipe (See Grading Plan Retaining Wall Water Line Tee, Cross, Bends, Gate Vale & Reducer Fire Hydrant & Assembly Water Meter - Single Water Meter - Double Sanitary Sewer Force Main Sanitary Sewer Line Sanitary Sewer Service Sanitary Sewer Manhole Gas Line Overhead Electric Line Underground Electric Line Cable Television Line Fiber Optic Line Overhead Telephone Line Underground Telephone Line Utility Pole Light Pole Curb And Gutter (See Site Plan For Size) Asphalt Pavement (See Detail Sheet For Pavement Sections) Concrete Pavement (See Detail Sheet For Pavement Sections) Concrete Sidewalk (See Site Plan For Dimensions) Storm Catch Basin(s) AREA GRATED CURB INLET GRATED INLET JUNCTION BOX AREA INLET CURB INLET OUTFALL STRUCTURE MW MW S X"FM X"SS GAS OHE UGE C-TV FO OHT UGT X"W X (See Plan For Type) For Type and Size) Know what's below. Call before you dig.nwswsen e EN WS( IN FEET ) GRAPHIC SCALE 20'0 10'20'40'80' 1 inch = 20 ft r THE CONTRACTOR SHALL CONTACT "ARKANSAS ONE-CALL" AND/OR THE APPROPRIATE UTILITY COMPANY A MINIMUM OF 48 HOURS PRIOR TO EXCAVATION. THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO ANY EXISTING UTILITY LINES AND SHALL COORDINATE WITH THE APPROPRIATE UTILITY COMPANY FOR REPAIR OF THE UTILITY. r A PRE-CONSTRUCTION MEETING SHALL BE HELD PRIOR TO UTILITY CONSTRUCTION. THE CONTRACTOR SHALL SCHEDULE THE PRE-CONSTRUCTION MEETING WITH THE APPROPRIATE UTILITY AS REQUIRED AND WITH THE ENGINEER OF RECORD FOR THE PROJECT. r WATER AND SEWER LINES SHALL BE CONSTRUCTED IN ACCORDANCE WITH ROGERS WATER UTILITIES (RWU) STANDARD SPECIFICATIONS – LATEST EDITION. r WATER AND STORM LINES SHALL HAVE A MINIMUM OF EIGHTEEN (18) INCHES VERTICAL SEPARATION AND TEN (10) FOOT HORIZONTAL SEPARATION FROM SANITARY SEWER LINES. ENCASEMENTS MAY BE REQUIRED AS NOTED ON PLAN AND PROFILES. r ALL PLUGS, CAPS, TEES, AND BENDS SHALL BE PROVIDED WITH REACTION BACKING / THRUST BLOCKING OR SHALL BE RESTRAINED JOINT PIPE. THE FITTING MUST BE BRACED AGAINST UNEXCAVATED EARTH AT THE END THE TRENCH WITH 3000 psi PC CONCRETE. RETAINER GLANDS MAY BE REQUIRED, AS DETERMINED BY RWU. r CONTRACTOR SHALL REFER TO ARCHITECTURAL OR PLUMBING DRAWINGS FOR UTILITY CONNECTION LOCATIONS FOR THE BUILDING. r DIMENSIONS ARE TO THE FACE / CORNER OF THE BUILDING, FACE OF CURB, AND CENTERLINE OF PIPE AND FITTING. r CONTRACTOR SHALL COORDINATE DISRUPTION OF UTILITY SERVICE(S) WITH ALL AFFECTED PROPERTY OWNERS. r THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THE DRAWINGS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OR OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE DRAWINGS AND WE ASSUME NO RESPONSIBLITY AS TO THE ACCURACY OF THEIR DEPICTED LOCATION(S) ON THESE DRAWINGS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN, AND ALL OTHER LINES NOT OF RECORD OR NOT SHON ON THESE DRAWINGS BY VERIFICATION OF THEIR LOCATION IN THE FIELD PRIOR TO THE INITIATION OF THE ACTUAL PORTION OF THEIR WORK. r CONTRACTOR SHALL OBTAIN AUTHROIZATION FROM (RWU) PRIOR TO CONNECTION TO ANY EXISTING WATER LINE, SEWER LINE, OR SEWER MANHOLE. r PROPOSED UTILITIES THAT ARE TO BURIED WITHIN THE SAME TRENCH SHALL BE COORDINATED WITH AND APPROVED BY THE APPROPRIATE UTILITY COMPANIES. r PROPOSED UTILITES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE STANDARDS / SPECIFICATIONS OF THE GOVERNING AGENCY. r CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE UTILITY COMPANY FOR ADJUSTMENT OF UTILITY LINES AFFECTED BY CUT AND FILL. r CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE UTILITY COMPANY FOR ROUTING OF GAS, TELEPHONE, CABLE, AND ELECTRICITY AS REQUIRED. r CONTRACTOR SHALL MAINTAIN A MIN. OF 5 FOOT SEPARATION FROM WATER/SEWER AND STORM SEWER, GAS, ELECTRIC, STREET LIGHTS AND TELEPHONE IS REQUIRED. General Utility Notes: SITEW. 11th St.Fair Park Blvd.S. Tyler St.