car washxpress - texas

VICINITY MAPNOT TO SCALE

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GENERAL CONSTRUCTION NOTES1. All work shall strictly comply with all Local, State, and Federal regulations and requirements.

2. Prior to the start of construction, the Contractor shall be responsible for ensuring that allrequired permits and approvals have been obtained. No construction or fabrication shall beginuntil the Contractor has received and reviewed all plans and other documents approved by allthe permitting authorities. The Contractor shall post all bonds, pay all fees, and provide proofof insurance as required to obtain permits.

3. All sediment and erosion control measures, as shown on Sheet C-6.0, shall be in place priorto the start of any demolition, clearing and grubbing, or construction operations. Erosioncontrol measures shall conform to all Local, State, and Federal regulations and requirements.

4. North arrow, existing topography, and bearings based on field survey of the subject propertyprepared by Melden and Hunt Inc. dated February 21, 2020.

5. Information on existing utilities has been compiled from available information including utilitycompany and municipal records and field survey and is not guaranteed correct and complete.Utilities are shown to alert the Contractor to their presence and the Contractor is solelyresponsible for determining actual locations and elevations of all utilities. Prior to demolition orconstruction, the Contractor shall contact "811", 72 hours before commencement of work andverify all utility locations.

6. The Contractor shall provide and maintain traffic control devices for protection of vehicles andpedestrians consisting of drums, barriers, signs, lights, fences and uniformed traffic officers asrequired by Local and State Authorities.

7. The Contractor shall protect all iron pins, monuments and property corners duringconstruction. Any Contractor disturbed pins, monuments, etc. shall be reset by a ProfessionalLand Surveyor (Registered with the State) at the expense of the Contractor.

8. Any disturbance incurred to any adjacent properties or public right-of-way during demolitionand construction shall be restored to its original condition or better, in accordance with and tothe satisfaction of Local and State Authorities.

9. The Contractor shall abide by all OSHA, Federal, State, and Local regulations when operatingcranes, booms, hoists, etc. in close proximity to overhead electric lines. If Contractor mustoperate equipment close to electrical lines, contact the local Utility Provider to makearrangements for proper safeguards.

10. All material schedules shown on the plans are for general information only. The Contractorshall prepare their material schedules based upon their plan review. All schedules shall beverified in the field by the Contractor prior to ordering materials or performing work.

11. All work within public rights-of-way shall be in accordance with Local, State, and/or Federalrequirements and specifications.

DEVELOPMENT / DESIGN TEAMOWNER / DEVELOPER 7B Building and Development Contact: Derrick Merchant Phone: 806.368.7843 Email: [email protected]

CIVIL ENGINEER / CONSULTANT Burkhardt Engineering Contact: Ryan Morrissey Phone: 937.388.0060 Email: [email protected]

PROJECT SUMMARYProject will include the demolition and removal of existing structures, utilities, vegetation,pavement, etc. as necessary to construct a new Dale Shine Xpress Car Wash and itsassociated pavement, parking facilities, utilities, landscaping, signage and any otherproposed improvements which are needed to service the store.

PROPERTY INFORMATIONAddress: 3801 North 10th Street, McAllen, Texas, 78501Legal Description: 1.154 acres consisting of Tract 1: 0.679 acres being all of Lot 14A Block 1

Palms Community Center No. 2 and Tract 2: 0.475 acres being the South37.5 feet of Lot 15 and all of Lot 16 Palms Community Center No. 2, inthe City of McAllen, Hidalgo County, Texas.

Area: 1.154 acresZoning: C-3 General BusinessFlood Zone Designation: FIRM # 4803430005C, effective date: November 2, 1982 Zone "B": Areas between limits of the 100-year flood and 500-year flood; or certain

areas subject to 100-year flooding with average depths less than one (1) foot orwhere the contributing drainage area is less than one square mile; or areasprotected by levees from the base flood.

SHEET INDEXC-1.0 : Title SheetC-1.1 : Existing Conditions & Demolition PlanC-1.2 : Traffic Control PlanC-2.0 : Site PlanC-3.0 : Grading & Drainage PlanC-4.0 : Utility PlanC-5.0 : Site DetailsC-5.1 : City of McAllen Standard DetailsC-6.0 : Erosion Control PlanL-1.0 : Site Landscape PlanL-2.0 : Site Irrigation Plan

Note: Architectural, Structural, Mechanical, Electrical and Plumbing Plans in separate set.

DateDescriptionISSUE LOG

Issue for Permit Review. 04.10.20 TITLE SHEET

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The Contractor shall obtain a copy of the Geotechnical Engineering Reportprepared by Geoscience Engineering & Testing, Inc., dated April 28, 2020and shall refer to the report for site preparation, compaction, utility trenchbackfill, pavement, foundations and slabs, construction and design criteria.

3801

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3801 NORTH 10TH STREET (TX-336)CITY OF MCALLEN, HIDALGO COUNTY, TEXAS

SITE DEVELOPMENT PLANS FOR

CAR WASHXPRESS

TB

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No.: 1

6636

2

69C

2

Trenton Road

Dove Avenue

Nolana AvenuePecan Boulevard

Canton Road

University Drive

23rd

Stre

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Vete

rans

Bou

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rd

SITE

ARCHITECT / STRUCTURAL / MEP C.L. Helt Architect Contact: Diana Myers Phone: 704.342.1686 Email: [email protected]

LANDSCAPE ARCHITECTURE Yellow Springs Design Contact: Roger Beal Phone: 937.767.8199 Email: [email protected]

10th

Stre

et (T

X-33

6)

Rev1 - Revised per City Comments. 06.09.20

6/9/2020

S 81°24'03" E ~ 299.87'

N 77°58'48" W ~ 300.41'N

08°

35'5

7" E

~

158

.75'

S 08

°35'

57" W

~176

.67'

DALE SHINE XPRESS

NO

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(TX

-336

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CAR WASH PROJECT AREA1.154 TOTAL ACRES

GENERAL DEMOLITION NOTES1. Within the subject property, the intent is to have a clean, clear site, free of all

existing items noted to be removed in order to allow for the construction ofthe new project.

2. All items noted to be removed shall be done as part of the contract forgeneral construction.

3. Remove and dispose of any materials requiring removal from the work areain an approved off-site landfill.

4. The Contractor shall secure all permits for demolition and disposal ofdemolition material to be removed from the site. The Contractor shall post allbonds and pay all permit fees as required.

5. The Contractor shall cut and plug, or arrange for the appropriate utilitycompany to cut and plug service piping at the property line or at the main (asrequired). All services may not be shown on this plan.

6. For all items noted to be removed, remove not only above ground elements,but all underground elements as well, including, but not necessarily limitedto: foundations, slabs, gravel fills, tree roots, pipes, wires, unsuitablematerials, etc.

7. The Contractor shall sawcut existing pavement to provide a clean edgebetween existing pavement to remain and existing pavement to be removed.

8. Limits of removal shown on demolition plan are approximate only. Actualquantities may vary due to construction activities. Contractor is responsiblefor all demolition, removal and restoration work necessary to allow for theconstruction of the new project.

9. Backfill excavations resulting from demolition work to meet the requirementsfor fill outlined in the Geotechnical / Soils Report.

N1 inch = 20 ft.

GRAPHIC SCALE20 0 10 20

EXISTINGCONDITIONS &

DEMOLITION PLAN

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EXISTING CONDITIONS LEGEND

PERMITTING CONTACT INFORMATION:PLANNING AND ZONINGCity of McAllen Planning DepartmentContact: Omar SoteloTelephone: 956.681.1250Email: [email protected]

BUILDINGCity of McAllen Permits & InspectionsContact: Eduardo PastorTelephone: 956.681.1300

ROADS, ACCESS, & RIGHT-OF-WAYTexas Department of TransportationContact: Jeremy GonzalezTelephone: 956.702.6347Email: [email protected]

City of McAllen - Traffic Operations DepartmentContact: Martina MejiaTelephone: 956.681.2715Email: [email protected]

UTILITY CONTACT INFORMATION:WATER & SANITARY SEWERCity of McAllen - Utility Engineering DepartmentContact: Omar GonzalezTelephone: 956.681.1773Email: [email protected]

STORM WATERCity of McAllen - Utility Engineering DepartmentContact: Eduardo MendozaTelephone: 956.681.1161Email: [email protected]

GASTexas Gas CompanyContact: Bernardo ElizondoTelephone: 956.444.3947Email: [email protected]

ELECTRICAmerican Electric PowerContact: Martin ValdesTelephone: 956.283.2425Email: [email protected]

TELECOMAT&TContact: Customer ServiceTelephone: 844.723.0252

TAKE CAUTION DURING EXCAVATION:THERE ARE UNDERGROUND UTILITY MAINS IN THE CONSTRUCTION AREA WHICHMAY NOT HAVE BEEN LOCATED ACCURATELY BY THE SURVEYOR / UTILITY OWNERS.NOTIFY "811" IN ADVANCE OF DIGGING TO HAVE LINES MARKED.

PROPERTY NOTE:Reference - ALTA / NSPS Land Title Survey of the subjectproperty prepared by Melden & Hunt Inc., dated, February 21,2020. Surveyor will coordinate directly with property owner tocombine lots 14A, 15 & 16 via County / City Platting process.

SAWCUT LINE

DEMOLITION KEYNOTES

WORK IN PRIVATE PROPERTY

REMOVE EXISTING CONCRETE PAVEMENT, CURBING, SIDEWALK,AND ANY OTHER UNSUITABLE MATERIALS IN PROJECT AREA ANDPREPARE SITE IN ACCORDANCE WITH THE GEOTECHNICAL REPORT.

REMOVE TOPSOIL, TREES, BUSHES AND ANY OTHER UNSUITABLEMATERIALS IN PROJECT AREA AND PREPARE SITE IN ACCORDANCEWITH THE GEOTECHNICAL REPORT.

REMOVE EXISTING BOLLARDS AND SAWCUT PAVEMENT ALONGPROPERTY LINE FOR CLEAN EDGE.

REMOVE EXISTING BLOCK WALL ENCLOSURE.

REMOVE EXISTING SIGN AND POSTS.

CAP EXISTING UTILITY SERVICE LATERALS THAT WILL NOT BE USEDFOR THIS SITE DEVELOPMENT. COORDINATE WITH UTILITYCOMPANIES FOR CAPPING PROCEDURE.

01

WORK IN PUBLIC RIGHT-OF-WAY

REMOVE EXISTING DRIVEWAYS, SIDEWALK, CURB & GUTTER ANDACCESSIBLE RAMPS. CONTRACTOR TO COORDINATE WITH CITYOF MCALLEN FOR TEMPORARY TRAFFIC CONTROL MEASURES.SAWCUT FOR CLEAN EDGE.SEE SHEET C-2.0 FOR NEW DRIVEWAY, SIDEWALK AND CURB &GUTTER INSTALLATION DETAILS.

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VERTICAL & HORIZONTAL CONTROL:Reference - ALTA / NSPS Land Survey of the subjectproperty prepared by Melden & Hunt Inc., dated February21, 2020. Contact surveyor for site benchmarks. Contact: Mario Reyna Email: [email protected] Phone: (956) 381-0981

01

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N 77°58'48" W ~ 300.41'

N 0

8°35

'57"

E

~ 1

58.7

5'

S 08

°35'

57" W

~176

.67'

DALE SHINE XPRESS

NO

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CAR WASH PROJECT AREA1.154 TOTAL ACRES

N1 inch = 20 ft.


TRAFFICCONTROL

PLAN

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Shoulder of North 10th Stret (TX-336) to be closed perTxDOT TCP (2-1)-18 to facilitate demolition and constructionof curb & gutter, sidewalk, and driveway approach. Contractorto contact TxDOT prior to shoulder closure and any work inNorth 10th Street (TX-336)right-of-way.

Texas Department of TransportationContact: Jeremy GonzalezTelephone: 956.702.6347Email: [email protected]

CLO

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Sidewalk Sidewalk

Roadway

TEMPORARY BUSINESS ACCESS DETAILNOT TO SCALE

BUSI

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S AC

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S

BUSINESSACCESS

SP-10R-48

DRUM36" MINIMUM HEIGHT

BUSINESS ACCESS SIGN FACEMUST BE ABOVE TOP OF DRUMS

TEMPORARY BUSINESS ACCESS



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08°

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7" E

~

158

.75'

S 08

°35'

57" W

~176

.67'

NO

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10T

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(TX

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)

DALE SHINE XPRESS CAR WASH

NO PARKING FIRE LANE

NO PARKING FIRE LANENO PARKING FIRE LANE

NO PARKING FIRE LANE NO PARKING FIRE LANENO PARKING FIRE LANE

NO PA

RKING

FIR

E LAN

E

NO PA

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FIR

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NO PARKING FIRE LANE

NO PA

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E

100' WASH BAY / CONVEYOR TUNNEL3,454 SQ.FT. BUILDING AREA

ENTR

ANC

E

EXIT

MECHANICAL ROOM

REST

ROOM

OFFIC

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CONT

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CLOS

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VENDING /MAT WASH

DETENTION BASINDETENTION BASIN

VACUUM PARKING (5) VACUUM PARKING (5)

VACUUM PARKING (10)

STAN

DAR

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NG

(5)

GENERAL SITE NOTES1. Building dimensions shown on the Civil Engineering Plans are for reference

purposes only. The Contractor shall use the Architectural and StructuralPlans for exact building dimensions.

2. All site and radii dimensions are referenced to the face of curbs or edge ofpaving unless otherwise noted.

3. All dimensions to the building are referenced to the outside face of thestructure's facade.

4. All sidewalks, curb and gutter, street paving, curb cuts, drivewayapproaches, handicap ramps, etc. constructed outside the property line inthe right-of-way shall conform to all Local and/or State specifications andrequirements.

5. All proposed handicap ramps, parking areas, and accessible routes shallstrictly comply with current Local, State, and Federal regulations, includingbut not necessarily limited to the ADA Accessibility Guidelines (ADAAG).

6. All ADA accessible routes shall have detectable warnings installed asrequired by the ADAAG. Detectable warnings shall consist of raisedtruncated domes which contrast visually with the adjoining surfaces, eitherlight-on-dark, or dark-on-light.

7. Contractor shall sawcut existing pavement to provide a clean, straight jointwhere new pavement meets existing pavement and ensure positivedrainage.

8. All concrete pavement shall have joints in accordance with ACI 330R-08,Section 3.7 and Appendix C. Contraction joints shall be 1/4 of the slabthickness. Isolation joints shall be placed between pavement andfoundations, inlets, and other fixed structures. Contraction joints shall be toolfinished and spaced as follows:

Curbing: 10'-0" (max) spacing. Sidewalks: 5'-0" (max) spacing. Vehicular Traffic Areas: 24 x Concrete Pavement Thickness (feet), 15'-0" (max) spacing.

SITE PLAN

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1 inch = 20 ft.


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PLANNING AND ZONING REQUIREMENTSReference: City of McAllen Code of OrdinancesZone: C-3 General BusinessPermitted Use: Multi-Lane Car Wash

Parking Summary:Required Parking: Commercial Development = 4 spaces for up to 400 sq.ft.

Office = 90 sq.ft. (4 spaces required)Provided Parking: 5 Spaces (4 Standard & 1 Handicap)Provided Queue / Stacking: 32 Vehicles

Building Area Summary:Gross Floor Area: 3,454 sq-ft

Office Area (Includes office, restroom, closet, and control room): 313 sq-ftMechanical Room Area: 698 sq-ftWash Bay Area: 2,443 sq-ft

SITE KEYNOTES

01

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WORK IN PRIVATE PROPERTY

NEW PYLON SIGN- COORDINATE SIZE, LOCATION, AND PERMITTING WITH DALE SHINE XPRESS PROJECT MANAGER.- CODE REQUIREMENTS: MAX SIZE = 235 SQ-FT, MAX HEIGHT = 35'

PAY STATION / VACUUM PARKING CANOPY- SEE ARCHITECTURAL PLANS FOR DETAILS.

VACUUM EQUIPMENT ENCLOSURE- SEE ARCHITECTURAL PLANS FOR DETAILS.

ADA PARKING SIGNAGE- PER DETAIL / SHEET C-5.0

ADA PARKING SYMBOL- PER DETAIL / SHEET C-5.0

PARKING STRIPE / HATCH- 4" WIDE PAINTED STRIPES / 24" FOR STOP BAR.- HATCHING TO BE AT 45 DEGREE AND 2'-0" O.C.- STRIPING ON CONCRETE PAVEMENT TO BE PAINTED YELLOW.

CONCRETE DUMPSTER PAD & APRON- PAD SIZE = 16'x12'.- PAD TO BE CONSTRUCTED OF MIN. 8 IN. THICK 3500 PSI CONCRETE REINFORCED WITH MIN. #4 REBARS @ 12 IN. O.C. IN EACH DIRECTION LOCATED IN THE UPPER THIRD OF SLAB.- PROVIDE PIPE BOLLARDS PER DETAIL / SHEET C-5.0- PROVIDE ONE (1) DUMPSTER.- SEE ARCHITECTURAL PLANS FOR TRASH ENCLOSURE DETAILS AND PIPE BOLLARD LAYOUT.

CONCRETE TRAFFIC PAVEMENT- PER PAVEMENT SECTION / SHEET C-5.0

CONCRETE SIDEWALK WITH INTEGRAL CURB- PER DETAIL / SHEET C-5.0

CONCRETE SIDEWALK- PER DETAIL / SHEET C-5.0

CONCRETE WHEEL STOP- PER DETAIL / SHEET C-5.0

MONOLITHIC CONCRETE BARRIER CURB- PER DETAIL / SHEET C-5.0

CONCRETE CURB RAMP- PER DETAIL / SHEET C-5.0

"DO NOT ENTER" SIGN- PER DETAIL / SHEET C-5.0

CURB CUT FOR DRAINAGE- PER DETAIL / SHEET C-5.0

STORM WATER STRUCTURE- SEE UTILITY PLAN / SHEET C-4.0 FOR ADDITIONAL INFORMATION- PER DETAIL / SHEET C-5.0

WORK IN PUBLIC RIGHT-OF-WAY

STANDARD CURB AND GUTTER TYPE A- PER CITY OF McALLEN DETAIL 207.1 / SHEET C-5.1

TYPICAL SIDEWALK- PER CITY OF McALLEN DETAIL 220.1 / SHEET C-5.1

CONCRETE DRIVEWAY APRON- PER CITY OF McALLEN DETAIL 215.1 / SHEET C-5.1

HANDICAP RAMP -PER CITY OF McALLEN DETAIL 221.3 / SHEET C-5.1

STORM WATER STRUCTURE- SEE UTILITY PLAN / SHEET C-4.0 FOR ADDITIONAL INFORMATION- PER CITY OF McALLEN DETAIL 102 / SHEET C-5.0

C

D

12

13

14

15

Additional site elements are necessary to service the auto wash such as gates, floor matcleaners, vending machines, vacuum equipment enclosures, vacuums, canopies, signage,etc. which may not be shown on this plan. Locations and details of these elements can beprovided by the owner at the request of the contractor or City of McAllen.

FIRE PROTECTION NOTES:· 2012 NFPA REFERENCED FOR PLAN DESIGN, WHICH SHALL BE FOLLOWED IN

CONSTRUCTION.· FIRE LANE TO BE DESIGNATED BY PAVEMENT PAINTED RED WITH "FIRE LANE NO

PARKING" TEXT IN WHITE ONCE PER 30 FT. AND 4" RED PAINT STRIPE BEHIND PARKINGSTALLS. SEE PLAN VIEW FOR LOCATION OF FIRE LANE.

· CONTRACTOR TO COORDINATE WITH CITY OF MCALLEN FOR ANY ADDITIONAL SIGNAGEOR PAVEMENT MARKINGS THAT MAY BE REQUIRED.

SITE AND PAVEMENT LEGEND










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S 81°24'03" E ~ 299.87'

N 77°58'48" W ~ 300.41'N

08°

35'5

7" E

~

158

.75'

S 08

°35'

57" W

~176

.67'

NO

RTH

10T

H S

TRE

ET

(TX

-336

)

GRA

DE B

REAK

GRA

DEBR

EAK

GRA

DE B

REAK

GRA

DE B

R EAK

UNDE

RGRO

UND

DETE

NTIO

NST

ORA

GE

VOLU

ME

=1,8

53 c

u-ft

DETENTION BASINSTORAGE VOLUME = 4,210 cu-ft

INVERT = 115.50

DETENTION BASINSTORAGE VOLUME = 4,210 cu-ft

INVERT = 115.50

GRADING LEGEND

GENERAL GRADING, EARTHWORK & DRAINAGE NOTES1. All spot elevations indicated in pavement areas are at bottom face of curb

and/or finished pavement grade unless noted otherwise. All spot elevationsindicated in grass or landscape areas are finished grade unless notedotherwise.

2. The Contractor shall be responsible for the removal and disposal of allvegetation and organic materials from the site that results from clearing &grubbing activities.

3. The Contractor shall be responsible for stripping and removal of all excesstopsoil from the site. All topsoil that cannot be used on site shall be removedfrom the site at the Contractor's expense. The Contractor may dispose ofexcess topsoil by burying topsoil in landscape areas only at the direction ofthe Owner or the Owner's Representative.

4. The Contractor will be responsible for all safety requirements and for theprotection of all existing and proposed utilities or structures during earthworkprocedures.

5. The Contractor shall be responsible for the import of structural fill materials ifsuitable material is not available on site. The location and testing of suitablematerial shall be the Contractor's responsibility. The Contractor shall beresponsible for the export and disposal of all excess or unsuitable materials.

6. The Contractor shall provide construction dewatering as necessary tocomplete construction as outlined in plans.

7. The Contractor shall exercise extreme care in establishing all grades andslopes in pavement areas, ramps and sidewalks in the vicinity of handicapparking and access areas and shall comply with Federal, State, and LocalCodes.

8. In areas where sheet drainage flows from grass or landscape areas ontopaved areas, the finished grade in grass or landscape areas shall be 1/2 inchabove the top of curb or above the pavement in areas without curb. In areaswhere sheet drainage flows from pavement to grass or landscaped areas,the finished grade in grass or landscape areas shall be 1/2 inch below thepavement.

9. The Contractor shall provide positive drainage in all areas and away from allbuildings.

10. All pavement shall be laid on a straight, even, and uniform grade with aminimum of 1:100 (1.0%) slope toward the collection points unless otherwisespecified on plans. Cut or fill slopes in unpaved areas shall not exceed 3:1(33.3%) maximum grade unless otherwise noted on plans.

11. ADA accessible areas shall not exceed the following slopes:Ramps - 1:12 (8.3%) max.Routes - 1:20 (5.0%) max.Parking - 1:50 (2.0%) max.Cross Slopes - 1:50 (2.0%) max.

12. The Contractor shall adjust tops/lids/grates of all cleanouts, manholes, inlets,valves, etc. to match final grade.

13. Following grading of subsoil to subgrade elevations, the Contractor shallprovide 4" of topsoil (minimum) in all disturbed areas which are not to bepaved. Final grades should be smoothly finished to surrounding areas andensure positive drainage. Stockpiled topsoil shall be screened prior torespreading and should be free of subsoil, debris, and stones.

14. The Contractor shall be responsible for determining exact quantities of cutand/or fill for estimating and construction and should alert the Engineer ofany excessive cut and/or fill, especially if additional cut and/or fill will berequired due to poor existing soil conditions discovered during earthworkoperations.

15. Refer to the Architectural and Structural Plans for information regarding anyperimeter foundation drains.

16. The Contractor shall obtain a copy of the Geotechnical / Soils Report andbecome thoroughly familiar with site and subgrade information and fullyimplement recommendations given therein.

GRADING &DRAINAGE PLAN

Item

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19.239

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C3.0-GP

1 inch = 20 ft.


N










TB

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No.: 1

6636

STORM WATER MANAGEMENT NOTESThe proposed Dale Shine Xpress Car Wash development will retain storm water perCity of McAllen - Standard Design Guide.

Site Storm water currently drains East towards 10th St. (TX-336).A portion of the site will drain east to underground detention; the remainder of thesite will drain to a surface detention basin. The underground and surface detentionsystem will control the proposed condition 50-yr design storm to the existing 10-yrstorm. The detention system outlets through a 24" RCP that connects to a curb inlet~215 ft. south, that connects to a 54" trunk line in N. 10th St. right-of-way.

Drainage DesignExisting Conditions Discharge (10-yr Storm)= 3.12 cfsProposed Detention System Discharge (50-yr Storm) = 3.11 cfsStorage Volume Required = 5,876 cu-ftStorage Volume Provided = 6,063 cu-ft (exceeds required)

There will be no adverse effect to surrounding properties or public right-of-way dueto the Dale Shine Xpress Car Wash development.



DETENTION BASINTYPICAL SECTION

NOT TO SCALE

3801

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36"X36" CATCH BASINOUTLET STRUCTURE SECTION

NOT TO SCALE

STORMWATER DETENTION SYSTEM SECTIONNOT TO SCALE

1

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24"X24" JUNCTION BOXUNDERGROUND DETENTION

OUTLET STRUCTURE SECTIONNOT TO SCALE

6/9/2020

S 81°24'03" E ~ 299.87'

N 77°58'48" W ~ 300.41'N

08°

35'5

7" E

~

158

.75'

S 08

°35'

57" W

~176

.67'

NO

RTH

10T

H S

TRE

ET

(TX

-336

)

2"M1"M

Existing site appears to have been developed at some time in the past:Contractor to coordinate with local utility provides on possible re-use,testing, abandonment, etc. of possible existing utility laterals & services.

GENERAL UTILITY NOTES:1. All utilities shown are approximate locations only and have been compiled

from the latest available mapping. The exact location of all undergroundutilities shall be verified by the Contractor prior to the start of construction.

2. Contractor to coordinate with the local utility companies for all locations andconnections. A preconstruction meeting with the various utility companiesmay be required prior to the start of any construction activity.

3. The Contractor shall visit the site and verify the location, elevation, andcondition of all existing utilities by various means prior to beginning anyexcavation. Test pits shall be dug at all locations where existing andproposed utility lines cross, and the horizontal and vertical locations of theutilities shall be determined. The Contractor shall contact the Engineer in theevent of any unforeseen conflicts between existing and proposed utilities sothat an appropriate modification may be made.

4. The Contractor shall ensure that all utility companies and local standards formaterials and construction methods are met. The Contractor shall performproper coordination with the respective utility company. The Contractor shallcoordinate work to be performed by the various utility companies and shallpay all fees for connections, disconnection, relocations, inspections, anddemolition.

5. This plan details pipes up to 5' from the building face. Refer to the buildingdrawings for building connections. Supply and install pipe adapters asnecessary.

6. All valve boxes and curb boxes shall be adjusted to the final grades andlocated in grassed areas unless indicated otherwise on the plans.

7. The Contractor shall provide traffic bearing concrete collars and lids for allcleanouts, manholes, inlets, valves, etc. which are located in paved areas.

8. All existing pavement within the rights-of-way where utility piping is to beinstalled shall be saw cut and replaced or directionally bored in accordancewith Local and/or State requirements. Existing pavement shall be repaired asnecessary.

9. All utility lines and trenches shall be installed, bedded and backfilledaccording to manufacturer's specifications and to the satisfaction of Localand State Authorities.

10. Sanitary sewer laterals shall maintain (10' min. horizontal, 1.5' min. vertical)separation distance from water lines unless otherwise shown, or additionalprotection measures will be required. Where water line crosses abovesanitary lateral by less than 2' vertical, a concrete encasement shall beinstalled, Contractor shall center one joint of pipe at crossing.

11. Roof drains, foundation drains, and other clean water connections to thesanitary sewer system are prohibited.

UTILITY PLAN

UTILITY LEGEND

WATER NOTES:Contractor to provide 2" (min.) domestic water service line from publicwater main to building. Install tap, meter, backflow preventer, and otherappurtenances as required by the local utility provider. Coordinate buildingconnection with plumbing plans.

Contractor to provide 1" (min.) irrigation service line from public watermain to irrigation meter. Install tap, meter, backflow preventer, and otherappurtenances as required by the local utility provider. Coordinate withIrrigation Contractor, irrigation plans and plumbing/electrical plans.

Water service lines shall be Polyethylene PE4710, installed permanufacturer's recommended procedures and city standards. Lines shallbe installed with a minimum cover of 42" or below frost line, whichever isgreater.

Water service connection, meter, permit and construction to becoordinated with City of McAllen Utility Engineering Department.

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1 inch = 20 ft.


N

GAS NOTES:Coordinate gas service lines, meter, and connections with mechanicalplans and local utility provider. Contractor shall verify both location andavailability of service prior to the start of construction.

ELECTRIC NOTES:Coordinate electric service lines, meter, and connections with electricalplans and local utility provider. Contractor shall verify both location andavailability of service prior to the start of construction.

Coordinate site lighting, signage wiring, conduit locations, connections,etc. with electrical plans. Notify Engineers of any potential conflicts.

TELECOM NOTES:Coordinate telecommunication service lines and connections withelectrical plans and local utility provider. Contractor shall verify bothlocation and availability of service prior to the start of construction.










TB

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No.: 1

6636

2"M



3801

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H 10TH

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SANITARY SEWER NOTES:Contractor to provide 6" (min.) sanitary sewer service line from building topublic sewer main. Install tap, manholes, cleanouts and otherappurtenances as required by the local utility provider. Coordinate buildingconnection with plumbing plans.

All sanitary sewer pipe shall be P.V.C. SDR 35, ASTM D-3034 with jointsconforming to ASTM 3212. All pipe shall be installed in accordance withthe manufacturer's recommended procedures and shall maintain aminimum slope of 1.00%.

Sanitary sewer clean-outs shall be installed at all sewer pipe bends,angles, and junctions, unless a manhole is indicated. All cleanouts inpavement areas shall be installed with traffic bearing lids and concretecollars. Cleanout spacing should not exceed 100'. Per detail / Sheet C-5.0.

Sanitary sewer service connection, permit and construction to becoordinated with the City of McAllen Utility Engineering Department.

N STORM SEWER PLANSCALE: 1"=20'

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SITE DETAILS

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C5.0-DET

ADA ACCESSIBLE RAMP DETAILSNOT TO SCALE

TB

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No.: 1

6636

CONCRETE SIDEWALKWITH INTEGRAL CURB SECTION

NOT TO SCALE

ADA PARKING SYMBOL DETAILNOT TO SCALE

CONCRETE WHEEL STOP DETAILNOT TO SCALE

CONCRETE COLLARNOT TO SCALE

SANITARY CLEAN-OUTNOT TO SCALE

CONCRETE ADA RAMP SECTIONNOT TO SCALE

ADA PARKING SIGNAGE DETAILNOT TO SCALE

TRENCH DRAIN SECTIONNOT TO SCALE

SANITARY TWO-WAY CLEAN-OUT DETAILNOT TO SCALE

DO NOT

ENTER

"DO NOT ENTER"SIGNAGE DETAIL

NOT TO SCALE

PIPE BOLLARD DETAILNOT TO SCALE

CONCRETE TRAFFICPAVEMENT SECTION

NOT TO SCALE

CURB CUT FOR CROSSDRAINAGE SECTION

NOT TO SCALE

CONCRETE SIDEWALKPAVEMENT SECTION

NOT TO SCALE

MONOLITHIC CONCRETE BARRIER CURBNOT TO SCALE

3801

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6/9/2020

CITY OF MCALLENSTANDARD DETAILS

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04.10.2020

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C5.1-DET

TB

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No.: 1

6636

3801

NORT

H 10TH

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ANS

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HXPRESS

1

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evis

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omm

ents

.06

.09.

20

6/9/2020

S 81°24'03" E ~ 299.87'

N 77°58'48" W ~ 300.41'N

08°

35'5

7" E

~

158

.75'

S 08

°35'

57" W

~176

.67'

NO

RTH

10T

H S

TRE

ET

(TX

-336

)

DALE SHINE XPRESS CAR WASH

EROSIONCONTROL

PLAN

PLAN VIEW

PROFILE VIEW

CONSTRUCTION ENTRANCE DETAILNOT TO SCALE

CONCRETE WASHOUT AREANOT TO SCALE

CONCRETEWASHOUT

CONCRETE WASHOUT SIGNNOT TO SCALE

GENERAL STORMWATER POLLUTION PREVENTION NOTES1. All erosion and sediment control practices must conform to the standards and specifications

set forth by the Local, State, and Federal Authorities.

2. Construction activities shall be scheduled such that a minimum area of the site is disturbedat a time. Construction operation shall be scheduled and performed so that preventative soilerosion control measures are in place prior to excavation in critical areas and temporarystabilization measures are in place immediately following backfilling operations. Contractorshall reduce effects of storm water by using and/or maintaining grassed swales, infiltrationstructures, or water diversions.

3. Special precautions will be taken in the use of construction equipment to prevent situationsthat promote erosion.

4. Cleanup will be done in a manner to ensure that erosion control measures are not disturbed.

5. The soil erosion controls are to be inspected once a week and within 24 hours of a 0.25 inchor greater rain event. A written log of these inspections and improvements to controls shallbe kept on site. The logs shall include the date of inspection, name of the inspector, weatherconditions, actions taken to correct any problems and the date corrective actions weretaken.

6. Temporary soil stabilization shall occur within 7 days after rough grading if the area willremain idle longer than 21 days. Any disturbed area that is not going to be worked for 21days or more must be seeded and mulched.

7. Trenches for underground utility lines and pipes shall be temporarily stabilized within 7 daysif they are to remain inactive for 21 days. Trench dewatering devices shall discharge in amanner that filters soil-laden water before discharging it to a receiving drainage ditch orpond. If seeding, mulching or other erosion and sediment control measures were previouslyinstalled; these protective measures shall be reinstalled. Pipelines with joints that allow amanufactured length of pipe to be placed in the trench with the pipe joint assembled/made inthe trench require an open pipeline trench that is only slightly longer than the length of pipebeing installed. The total length of excavated trench open at any time should not be greaterthan the total length of pipeline/utility that can be placed in the trench and backfilled in oneworking day. No more than 50 linear feet of open trench should exist when pipeline/utilityline installation ceases at the end of the work day.

8. Soil stockpiles shall be stabilized or protected to prevent soil loss.

9. All disturbed areas shall be permanently stabilized within 7 days of final grading. Further,soil erosion control measures shall be maintained until permanent stabilization is complete,at which time temporary measures will be removed. Permanent vegetation is a ground coverdense enough to cover 80% of the soil surface and mature enough to survive winterweather conditions.

10. Silt fence to be 2' minimum from property lines in areas where work is near adjacentproperties.

11. The Contractor shall establish a permanent on-site benchmark prior to clearing, grubbingand/or demolition.

12. Haul Routes - The Contractor shall be responsible for the cleanup of any mud, dirt, or debrisdeposited on haul roads as a result of his operations. Soil shall be removed from roads andpaved surfaces at the end of each day in such a manner that does not create off-sitesedimentation in order to ensure safety and abate off-site soil loss. Collected sedimentsshall be placed in a stable location on site or taken off-site to a stable location. Contractorshall use State Routes (and shortest distance non-state routes) for project haul route.

13. No solid or liquid waste shall be discharged into storm water runoff.

14. Disposal of solid, sanitary and toxic waste - Solid, sanitary and toxic waste must bedisposed of in a proper manner in accordance with local, state and federal regulations. It isprohibited to burn, bury or pour out onto ground or into storm sewer any solvents, paint,stains, gasoline, diesel fuel, used motor oil, hydraulic fluid, antifreeze, cement curingcompounds and other such toxic or hazardous waste.

15. Wash out of cement trucks should occur in the designated area where the washing cancollect and be disposed of properly when it hardens.

16. If a concrete washout area, and/or a stockpile area are needed, a delineated area for eachmust be provided and maintained for them. Areas can be located in an alternate locationthan that shown on the plans if necessary due to construction operations and other fieldconsiderations.

17. No fuel storage is permitted on-site.

18. All infiltration, detention, and retention areas shall be cleared of construction sediment uponcompletion of construction.

19. The General Contractor shall be responsible for submitting a Notice of Intent (NOI) andNotice of Termination (NOT) as required by the Texas Commission of Environmental Quality(TCEQ).

SOIL EROSION CONTROL SEQUENCE OF CONSTRUCTION1. Stone tracking pad atop geotextile liner.2. Install silt fence and protection fencing.3. Initial clearing, grubbing, and demolition.4. Strip and stockpile top soil.5. Rough grade and balance site.6. Install underground utilities (i.e. Sanitary, Storm & Water)7. Place inlet filters on all storm inlets.8. Install franchise utilities (i.e. Gas, Electric, Telephone & Cable TV).9. Final grade site.10. Install pavement, curb, and other hardscape structures/surfaces.11. Stabilize ditches, swales, common areas and slopes.12. Establish permanent vegetation for all disturbed areas.13. Remove all temporary erosion and sediment control devices.14. Clean out storm sewer system, infiltration, detention, and retention areas

upon completion.

SOIL EROSION CONTROL MAINTENANCE· Inlet protection devices and barriers shall be repaired or replaced if they

show signs of undermining or deterioration.· All seeded areas shall be checked regularly to see that a good stand is

maintained. Areas should be fertilized, watered, and reseeded asnecessary.

· Silt fences shall be repaired to their original conditions if damaged.Sediment shall be removed from the silt fences when it reaches one-half theheight of the silt fence.

· The construction entrance shall be maintained in a condition which willprevent tracking or flow of mud onto public rights-of-way.

· Sediment from the infiltration, detention, and retention areas shall beremoved as necessary to maintain proper functionality.

SOIL EROSION CONTROL NOTESAll stormwater inlets shall be protected with Geotextile Inlet Protection or Inlet

Filters (Dandy Products, Flexstorm, or equivalent).

SILT FENCE & SILT DITCH CHECK DETAILNOT TO SCALE

STABILIZE AS NECESSARY

CONSTRUCTION ENTRANCE

SILT FENCE

EROSION CONTROL LEGEND

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C-6.0

1" = 20'

RJM

JMK

RJM

04.10.2020

19.239

19-239.dwg

C6.0-SWP3

1 inch = 20 ft.


N

TB

PE

Firm

No.: 1

6636

TOTAL DISTURBED AREA1.15 ACRES 38

01 NO

RTH 1

0TH ST

REET

(TX-

336)

CIT

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F M

CAL

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, HID

ALG

O C

OU

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, TEX

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SITE

DEV

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CAR

WAS

HXPRESS

DANDY SACK DETAILNOT TO SCALE

6/9/2020

car washxpress - texas

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