Commercial Contracting Permits in McAllen, TX

Date: Apr 20, 2011

Permit type: Commercial Contracting

Description: Sidewalks a) sidewalk alignment must match existing alignment in area or be set a minimum of five-foot from the back of curb. any deviation shall require approval by the city engineer. b) sidewalk shall slope toward the street with a maximum transverse slope of inch per foot (2%), 1-inch above the top of curb, and a maximum longitudinal slope of inch per foot (5%). c) sidewalk shall be 4-foot minimum width when placed at an offset behind the curb, and 5-foot minimum width when placed adjacent to the curb. d) sidewalks and ramps shall be constructed of 4 thick concrete reinforced with 6 x 6 no. 6 gage wire mesh or no. 3 bars @ 8 o.c.e.w. e) bar-lift plastic chairs, or approved equal, shall be used to secure steel at center of concrete thickness f) sand backfill required on all sidewalks 3 max. sub-grade shall be compacted to 90% standard proctor. g) contraction joints shall be scored every 6 feet and expansion joints every 30 feet. h) sidewalk shall have a broom finish transverse to the walkway. exposed aggregate, pavers, tile and stained or painted concrete are not permitted within the right of way. i) all concrete shall be 5-sack concrete and shall have a minimum compressive strength of 3000 psi. j) membrane curing compound shall be applied at a minimum of 1 gallon per 180 square feet of area. k) ramps shall be placed at all intersection with roadways or where required by law. curb and gutter must be saw cut. l) flatwork is required to meet texas accessibility standards (texas civil statutes, article 9102). any admixtures to the concrete mix (i.e. fiber mesh, plasticizers, etc.) shall require approval. additionally, decorative concrete shall require approval of the pattern and finish from the city engineer, or designee, prior to construction. residential driveway apron (a) minimum driveway width allowed is 12 ft. and maximum is 25 ft. b) curb cut must be a minimum of 6-feet from a side property line. c) flow line of new gutter shall match existing flow line. d) curb and gutter must be saw cut. e) driveway aprons shall be constructed of concrete with a minimum of 6 inches in thickness, reinforced with 6 x 6 no. 6 wire mesh, no. 3 bars @ 12 o.c.e.w. or no. 4 bars @ 18 o.c.e.w. f) bar-lift plastic chairs, or approved equal, shall be used to secure steel at center of concrete thickness. g) concrete shall have a broom finish. exposed aggregate, pavers, tile and stained or painted concrete are not permitted within the right of way. (h) all concrete shall be 5-sack concrete and shall have a minimum compressive strength of 3000 psi. i) membrane curing compound shall be applied at a minimum of 1 gallon per 180 square feet of area. j) sub-grade shall be compacted to 90% standard proctor. k) expansion joint required at property line and intersection with sidewalks. longitudinal expansion joint required at mid-point of driveway if width is greater than 18 feet. l) if a manhole falls within a driveway pad, the manhole lid shall be placed flush with the elevation of the driveway. m) any driveway placed where a drainage bar ditch exists, shall maintain the flow line of the ditch with the placement of a concrete culvert. n) driveway wings shall not exceed a 12:1 slope. o) respect the transverse slope of 2% maximum where the sidewalk crossing is proposed. any admixtures to the concrete mix (i.e. fiber mesh, plasticizers, etc.) shall require approval. requirements of plat note slope of 1%. in no instance shall site grading on residential or commercial properties adversely affect neighboring properties.

Client: Jesus H & Norma A Ruiz

Parcel #: L202000000004800

Permit #: ROW2011-02434

Date: Apr 20, 2011

Permit type: Commercial Contracting

Description: Residential driveway apron (a) minimum driveway width allowed is 12 ft. and maximum is 25 ft. b) curb cut must be a minimum of 6-feet from a side property line. c) flow line of new gutter shall match existing flow line. d) curb and gutter must be saw cut. e) driveway aprons shall be constructed of concrete with a minimum of 6 inches in thickness, reinforced with 6 x 6 no. 6 wire mesh, no. 3 bars @ 12 o.c.e.w. or no. 4 bars @ 18 o.c.e.w. f) bar-lift plastic chairs, or approved equal, shall be used to secure steel at center of concrete thickness. g) concrete shall have a broom finish. exposed aggregate, pavers, tile and stained or painted concrete are not permitted within the right of way. (h) all concrete shall be 5-sack concrete and shall have a minimum compressive strength of 3000 psi. i) membrane curing compound shall be applied at a minimum of 1 gallon per 180 square feet of area. j) sub-grade shall be compacted to 90% standard proctor. k) expansion joint required at property line and intersection with sidewalks. longitudinal expansion joint required at mid-point of driveway if width is greater than 18 feet. l) if a manhole falls within a driveway pad, the manhole lid shall be placed flush with the elevation of the driveway. m) any driveway placed where a drainage bar ditch exists, shall maintain the flow line of the ditch with the placement of a concrete culvert. n) driveway wings shall not exceed a 12:1 slope. o) respect the transverse slope of 2% maximum where the sidewalk crossing is proposed. any admixtures to the concrete mix (i.e. fiber mesh, plasticizers, etc.) shall require approval. requirements of plat note slope of 1%. in no instance shall site grading on residential or commercial properties adversely affect neighboring properties.

Client: Lee A & Laura Vasquez

Parcel #: W736005000017200

Permit #: ROW2011-02426

Date: Apr 21, 2011

Permit type: Commercial Contracting

Description: Do not build inside site set backs or utility easements. please call city of mcallen eng. dept for inspection @ 956-681-1150

Client: Carmen M Arizmendi

Parcel #: S402002000006000

Permit #: ROW2011-02443

Date: Apr 25, 2011

Permit type: Commercial Contracting

Description: Residential storage note: as per customer he will be applying for variance since storage has been built for over a year and he cannot move it to meet setbacks. he is applying for enclosure of a garage for bedrooms seperately that work has not been done (eek)

Valuation: $300,000

Client: David & Adelita B Briales

Parcel #: S402001000004100

Permit #: RES2011-02491

Date: Apr 25, 2011

Permit type: Commercial Contracting

Description: Residential driveway apron (a) minimum driveway width allowed is 12 ft. and maximum is 25 ft. b) curb cut must be a minimum of 6-feet from a side property line. c) flow line of new gutter shall match existing flow line. d) curb and gutter must be saw cut. e) driveway aprons shall be constructed of concrete with a minimum of 6 inches in thickness, reinforced with 6 x 6 no. 6 wire mesh, no. 3 bars @ 12 o.c.e.w. or no. 4 bars @ 18 o.c.e.w. f) bar-lift plastic chairs, or approved equal, shall be used to secure steel at center of concrete thickness. g) concrete shall have a broom finish. exposed aggregate, pavers, tile and stained or painted concrete are not permitted within the right of way. (h) all concrete shall be 5-sack concrete and shall have a minimum compressive strength of 3000 psi. i) membrane curing compound shall be applied at a minimum of 1 gallon per 180 square feet of area. j) sub-grade shall be compacted to 90% standard proctor. k) expansion joint required at property line and intersection with sidewalks. longitudinal expansion joint required at mid-point of driveway if width is greater than 18 feet. l) if a manhole falls within a driveway pad, the manhole lid shall be placed flush with the elevation of the driveway. m) any driveway placed where a drainage bar ditch exists, shall maintain the flow line of the ditch with the placement of a concrete culvert. n) driveway wings shall not exceed a 12:1 slope. o) respect the transverse slope of 2% maximum where the sidewalk crossing is proposed. any admixtures to the concrete mix (i.e. fiber mesh, plasticizers, etc.) shall require approval. requirements of plat note slope of 1%. in no instance shall site grading on residential or commercial properties adversely affect neighboring properties.

Client: Affordable Homes Of South Texas

Parcel #: T101400000013700

Permit #: ROW2011-02468

Date: Apr 26, 2011

Permit type: Commercial Contracting

Description: New apartments (fourplex) type vb construction, group r-2, fire sprinkler system required. no blueprint revised engineered plan 8/4/11 (jerry/eek) pmt renewal no changes 1/25/13 (eek) 2nd pmt renewal no changes 2/26/14 (eek)

Valuation: $13,639,600

Fee: $3,392.14 paid to City of Mcallen, Texas

Client: Ramali Inc

Parcel #: R052003000000800

Permit #: CMM2011-02550

Date: Apr 27, 2011

Permit type: Commercial Contracting

Description: Sidewalks a) sidewalk alignment must match existing alignment in area or be set a minimum of five-foot from the back of curb. any deviation shall require approval by the city engineer. b) sidewalk shall slope toward the street with a maximum transverse slope of inch per foot (2%), 1-inch above the top of curb, and a maximum longitudinal slope of inch per foot (5%). c) sidewalk shall be 4-foot minimum width when placed at an offset behind the curb, and 5-foot minimum width when placed adjacent to the curb. d) sidewalks and ramps shall be constructed of 4 thick concrete reinforced with 6 x 6 no. 6 gage wire mesh or no. 3 bars @ 8 o.c.e.w. e) bar-lift plastic chairs, or approved equal, shall be used to secure steel at center of concrete thickness f) sand backfill required on all sidewalks 3 max. sub-grade shall be compacted to 90% standard proctor. g) contraction joints shall be scored every 6 feet and expansion joints every 30 feet. h) sidewalk shall have a broom finish transverse to the walkway. exposed aggregate, pavers, tile and stained or painted concrete are not permitted within the right of way. i) all concrete shall be 5-sack concrete and shall have a minimum compressive strength of 3000 psi. j) membrane curing compound shall be applied at a minimum of 1 gallon per 180 square feet of area. k) ramps shall be placed at all intersection with roadways or where required by law. curb and gutter must be saw cut. l) flatwork is required to meet texas accessibility standards (texas civil statutes, article 9102). any admixtures to the concrete mix (i.e. fiber mesh, plasticizers, etc.) shall require approval. additionally, decorative concrete shall require approval of the pattern and finish from the city engineer, or designee, prior to construction. residential driveway apron (a) minimum driveway width allowed is 12 ft. and maximum is 25 ft. b) curb cut must be a minimum of 6-feet from a side property line. c) flow line of new gutter shall match existing flow line. d) curb and gutter must be saw cut. e) driveway aprons shall be constructed of concrete with a minimum of 6 inches in thickness, reinforced with 6 x 6 no. 6 wire mesh, no. 3 bars @ 12 o.c.e.w. or no. 4 bars @ 18 o.c.e.w. f) bar-lift plastic chairs, or approved equal, shall be used to secure steel at center of concrete thickness. g) concrete shall have a broom finish. exposed aggregate, pavers, tile and stained or painted concrete are not permitted within the right of way. (h) all concrete shall be 5-sack concrete and shall have a minimum compressive strength of 3000 psi. i) membrane curing compound shall be applied at a minimum of 1 gallon per 180 square feet of area. j) sub-grade shall be compacted to 90% standard proctor. k) expansion joint required at property line and intersection with sidewalks. longitudinal expansion joint required at mid-point of driveway if width is greater than 18 feet. l) if a manhole falls within a driveway pad, the manhole lid shall be placed flush with the elevation of the driveway. m) any driveway placed where a drainage bar ditch exists, shall maintain the flow line of the ditch with the placement of a concrete culvert. n) driveway wings shall not exceed a 12:1 slope. o) respect the transverse slope of 2% maximum where the sidewalk crossing is proposed. any admixtures to the concrete mix (i.e. fiber mesh, plasticizers, etc.) shall require approval. requirements of plat note slope of 1%. in no instance shall site grading on residential or commercial properties adversely affect neighboring properties.

Client: Titus Development Ltd

Parcel #: B184500000003100

Permit #: ROW2011-02577

Date: Apr 29, 2011

Permit type: Commercial Contracting

Description: Service re-do, irrigation system/ meter to be turned to face street as requested by aep esi #100-37677460

Client: City Of Mcallen

Parcel #: H255000008000308

Permit #: CMM2011-02625

Date: May 2, 2011

Permit type: Commercial Contracting

Description: Sidewalks a) sidewalk alignment must match existing alignment in area or be set a minimum of five-foot from the back of curb. any deviation shall require approval by the city engineer. b) sidewalk shall slope toward the street with a maximum transverse slope of inch per foot (2%), 1-inch above the top of curb, and a maximum longitudinal slope of inch per foot (5%). c) sidewalk shall be 4-foot minimum width when placed at an offset behind the curb, and 5-foot minimum width when placed adjacent to the curb. d) sidewalks and ramps shall be constructed of 4 thick concrete reinforced with 6 x 6 no. 6 gage wire mesh or no. 3 bars @ 8 o.c.e.w. e) bar-lift plastic chairs, or approved equal, shall be used to secure steel at center of concrete thickness f) sand backfill required on all sidewalks 3 max. sub-grade shall be compacted to 90% standard proctor. g) contraction joints shall be scored every 6 feet and expansion joints every 30 feet. h) sidewalk shall have a broom finish transverse to the walkway. exposed aggregate, pavers, tile and stained or painted concrete are not permitted within the right of way. i) all concrete shall be 5-sack concrete and shall have a minimum compressive strength of 3000 psi. j) membrane curing compound shall be applied at a minimum of 1 gallon per 180 square feet of area. k) ramps shall be placed at all intersection with roadways or where required by law. curb and gutter must be saw cut. l) flatwork is required to meet texas accessibility standards (texas civil statutes, article 9102). any admixtures to the concrete mix (i.e. fiber mesh, plasticizers, etc.) shall require approval. additionally, decorative concrete shall require approval of the pattern and finish from the city engineer, or designee, prior to construction. residential driveway apron (a) minimum driveway width allowed is 12 ft. and maximum is 25 ft. b) curb cut must be a minimum of 6-feet from a side property line. c) flow line of new gutter shall match existing flow line. d) curb and gutter must be saw cut. e) driveway aprons shall be constructed of concrete with a minimum of 6 inches in thickness, reinforced with 6 x 6 no. 6 wire mesh, no. 3 bars @ 12 o.c.e.w. or no. 4 bars @ 18 o.c.e.w. f) bar-lift plastic chairs, or approved equal, shall be used to secure steel at center of concrete thickness. g) concrete shall have a broom finish. exposed aggregate, pavers, tile and stained or painted concrete are not permitted within the right of way. (h) all concrete shall be 5-sack concrete and shall have a minimum compressive strength of 3000 psi. i) membrane curing compound shall be applied at a minimum of 1 gallon per 180 square feet of area. j) sub-grade shall be compacted to 90% standard proctor. k) expansion joint required at property line and intersection with sidewalks. longitudinal expansion joint required at mid-point of driveway if width is greater than 18 feet. l) if a manhole falls within a driveway pad, the manhole lid shall be placed flush with the elevation of the driveway. m) any driveway placed where a drainage bar ditch exists, shall maintain the flow line of the ditch with the placement of a concrete culvert. n) driveway wings shall not exceed a 12:1 slope. o) respect the transverse slope of 2% maximum where the sidewalk crossing is proposed. any admixtures to the concrete mix (i.e. fiber mesh, plasticizers, etc.) shall require approval. requirements of plat note slope of 1%. in no instance shall site grading on residential or commercial properties adversely affect neighboring properties.

Client: Affordable Homes Of South Texas In

Parcel #: T736501000008500

Permit #: ROW2011-02684

Date: May 2, 2011

Permit type: Commercial Contracting

Description: Residential driveway apron (a) minimum driveway width allowed is 12 ft. and maximum is 25 ft. b) curb cut must be a minimum of 6-feet from a side property line. c) flow line of new gutter shall match existing flow line. d) curb and gutter must be saw cut. e) driveway aprons shall be constructed of concrete with a minimum of 6 inches in thickness, reinforced with 6 x 6 no. 6 wire mesh, no. 3 bars @ 12 o.c.e.w. or no. 4 bars @ 18 o.c.e.w. f) bar-lift plastic chairs, or approved equal, shall be used to secure steel at center of concrete thickness. g) concrete shall have a broom finish. exposed aggregate, pavers, tile and stained or painted concrete are not permitted within the right of way. (h) all concrete shall be 5-sack concrete and shall have a minimum compressive strength of 3000 psi. i) membrane curing compound shall be applied at a minimum of 1 gallon per 180 square feet of area. j) sub-grade shall be compacted to 90% standard proctor. k) expansion joint required at property line and intersection with sidewalks. longitudinal expansion joint required at mid-point of driveway if width is greater than 18 feet. l) if a manhole falls within a driveway pad, the manhole lid shall be placed flush with the elevation of the driveway. m) any driveway placed where a drainage bar ditch exists, shall maintain the flow line of the ditch with the placement of a concrete culvert. n) driveway wings shall not exceed a 12:1 slope. o) respect the transverse slope of 2% maximum where the sidewalk crossing is proposed. any admixtures to the concrete mix (i.e. fiber mesh, plasticizers, etc.) shall require approval. requirements of plat note slope of 1%. in no instance shall site grading on residential or commercial properties adversely affect neighboring properties.

Client: Raquel M Cavazos

Parcel #: E840000017000800

Permit #: ROW2011-02647

Date: May 4, 2011

Permit type: Commercial Contracting

Description: Apartment repair vehicle ran into wall (replacement of damaged studs, exterior brick veneer, replace damaged electrical wire) type vb construction, group r-2, no fire sprinker system no blueprint

Valuation: $1,000,000

Fee: $57.50 paid to City of Mcallen, Texas

Client: Daymon Monday

Parcel #: R337000000002700

Permit #: CMM2011-02772

Date: May 5, 2011

Permit type: Commercial Contracting

Description: Twc contractor will be placing a new cable on the northside ot military hwy (fm 1016 ) beginning at international blvd and going west for 4000 ft.

Client: Commercial Net Lease Realty Lp

Parcel #: S300400000000100

Permit #: ROW2011-02784

Date: May 5, 2011

Permit type: Commercial Contracting

Description: Residential driveway apron (a) minimum driveway width allowed is 12 ft. and maximum is 25 ft. b) curb cut must be a minimum of 6-feet from a side property line. c) flow line of new gutter shall match existing flow line. d) curb and gutter must be saw cut. e) driveway aprons shall be constructed of concrete with a minimum of 6 inches in thickness, reinforced with 6 x 6 no. 6 wire mesh, no. 3 bars @ 12 o.c.e.w. or no. 4 bars @ 18 o.c.e.w. f) bar-lift plastic chairs, or approved equal, shall be used to secure steel at center of concrete thickness. g) concrete shall have a broom finish. exposed aggregate, pavers, tile and stained or painted concrete are not permitted within the right of way. (h) all concrete shall be 5-sack concrete and shall have a minimum compressive strength of 3000 psi. i) membrane curing compound shall be applied at a minimum of 1 gallon per 180 square feet of area. j) sub-grade shall be compacted to 90% standard proctor. k) expansion joint required at property line and intersection with sidewalks. longitudinal expansion joint required at mid-point of driveway if width is greater than 18 feet. l) if a manhole falls within a driveway pad, the manhole lid shall be placed flush with the elevation of the driveway. m) any driveway placed where a drainage bar ditch exists, shall maintain the flow line of the ditch with the placement of a concrete culvert. n) driveway wings shall not exceed a 12:1 slope. o) respect the transverse slope of 2% maximum where the sidewalk crossing is proposed. any admixtures to the concrete mix (i.e. fiber mesh, plasticizers, etc.) shall require approval. requirements of plat note slope of 1%. in no instance shall site grading on residential or commercial properties adversely affect neighboring properties.

Client: Bella Ragazza Llc

Parcel #: L315100000003900

Permit #: ROW2011-02813

Contractor: Archie's Electric Inc.

Date: May 6, 2011

Permit type: Commercial Contracting

Description: New condo 4plex type vb construction, group r-2, fire sprinkler system required no blueprints

Fee: $245.00 paid to City of Mcallen, Texas

Client: O C Development Ltd

Parcel #: L314900002001300

Permit #: CMM2011-02855

Contractor: Julio C Rangel Electrical Works

Date: May 10, 2011

Permit type: Commercial Contracting

Description: Childdaycare to office remodel (remove wall, move cabinets, delete some and electrical and add some electrical, add garage door, flooring) no blueprint

Fee: $54.00 paid to City of Mcallen, Texas

Client: 2101 Industrial Dr

Parcel #: M217000000000700

Permit #: CMM2011-02910

Date: May 11, 2011

Permit type: Commercial Contracting

Description: Sidewalks a) sidewalk alignment must match existing alignment in area or be set a minimum of five-foot from the back of curb. any deviation shall require approval by the city engineer. b) sidewalk shall slope toward the street with a maximum transverse slope of inch per foot (2%), 1-inch above the top of curb, and a maximum longitudinal slope of inch per foot (5%). c) sidewalk shall be 4-foot minimum width when placed at an offset behind the curb, and 5-foot minimum width when placed adjacent to the curb. d) sidewalks and ramps shall be constructed of 4 thick concrete reinforced with 6 x 6 no. 6 gage wire mesh or no. 3 bars @ 8 o.c.e.w. e) bar-lift plastic chairs, or approved equal, shall be used to secure steel at center of concrete thickness f) sand backfill required on all sidewalks 3 max. sub-grade shall be compacted to 90% standard proctor. g) contraction joints shall be scored every 6 feet and expansion joints every 30 feet. h) sidewalk shall have a broom finish transverse to the walkway. exposed aggregate, pavers, tile and stained or painted concrete are not permitted within the right of way. i) all concrete shall be 5-sack concrete and shall have a minimum compressive strength of 3000 psi. j) membrane curing compound shall be applied at a minimum of 1 gallon per 180 square feet of area. k) ramps shall be placed at all intersection with roadways or where required by law. curb and gutter must be saw cut. l) flatwork is required to meet texas accessibility standards (texas civil statutes, article 9102). any admixtures to the concrete mix (i.e. fiber mesh, plasticizers, etc.) shall require approval. additionally, decorative concrete shall require approval of the pattern and finish from the city engineer, or designee, prior to construction. residential driveway apron (a) minimum driveway width allowed is 12 ft. and maximum is 25 ft. b) curb cut must be a minimum of 6-feet from a side property line. c) flow line of new gutter shall match existing flow line. d) curb and gutter must be saw cut. e) driveway aprons shall be constructed of concrete with a minimum of 6 inches in thickness, reinforced with 6 x 6 no. 6 wire mesh, no. 3 bars @ 12 o.c.e.w. or no. 4 bars @ 18 o.c.e.w. f) bar-lift plastic chairs, or approved equal, shall be used to secure steel at center of concrete thickness. g) concrete shall have a broom finish. exposed aggregate, pavers, tile and stained or painted concrete are not permitted within the right of way. (h) all concrete shall be 5-sack concrete and shall have a minimum compressive strength of 3000 psi. i) membrane curing compound shall be applied at a minimum of 1 gallon per 180 square feet of area. j) sub-grade shall be compacted to 90% standard proctor. k) expansion joint required at property line and intersection with sidewalks. longitudinal expansion joint required at mid-point of driveway if width is greater than 18 feet. l) if a manhole falls within a driveway pad, the manhole lid shall be placed flush with the elevation of the driveway. m) any driveway placed where a drainage bar ditch exists, shall maintain the flow line of the ditch with the placement of a concrete culvert. n) driveway wings shall not exceed a 12:1 slope. o) respect the transverse slope of 2% maximum where the sidewalk crossing is proposed. any admixtures to the concrete mix (i.e. fiber mesh, plasticizers, etc.) shall require approval. requirements of plat note slope of 1%. in no instance shall site grading on residential or commercial properties adversely affect neighboring properties.

Client: James M Moffitt

Parcel #: N484702000005100

Permit #: ROW2011-02934

Contractor: Marios Electric

Date: May 11, 2011

Permit type: Commercial Contracting

Description: Water heater/ disconnect ok by bt/mm

Fee: $15.00 paid to City of Mcallen, Texas

Client: John P Abraham

Parcel #: B437000000000700

Permit #: CMM2011-02967

Date: May 12, 2011

Permit type: Commercial Contracting

Description: Residential driveway apron (a) minimum driveway width allowed is 12 ft. and maximum is 25 ft. b) curb cut must be a minimum of 6-feet from a side property line. c) flow line of new gutter shall match existing flow line. d) curb and gutter must be saw cut. e) driveway aprons shall be constructed of concrete with a minimum of 6 inches in thickness, reinforced with 6 x 6 no. 6 wire mesh, no. 3 bars @ 12 o.c.e.w. or no. 4 bars @ 18 o.c.e.w. f) no colored or stained concrete on city driveway apron g) bar-lift plastic chairs, or approved equal, shall be used to secure steel at center of concrete thickness. h) concrete shall have a broom finish. exposed aggregate, pavers, tile and stained or painted concrete are not permitted within the right of way. i) all concrete shall be 5-sack concrete and shall have a minimum compressive strength of 3000 psi. j) membrane curing compound shall be applied at a minimum of 1 gallon per 180 square feet of area. k) sub-grade shall be compacted to 90% standard proctor. l) expansion joint required at property line and intersection with sidewalks. longitudinal expansion joint required at mid-point of driveway if width is greater than 18 feet. m) if a manhole falls within a driveway pad, the manhole lid shall be placed flush with the elevation of the driveway. n) any driveway placed where a drainage bar ditch exists, shall maintain the flow line of the ditch with the placement of a concrete culvert. o) driveway wings shall not exceed a 12:1 slope. p) respect the transverse slope of 2% maximum where the sidewalk crossing is proposed. any admixtures to the concrete mix (i.e. fiber mesh, plasticizers, etc.) shall require approval. q)requirements of plat note slope of 1%. in no instance shall site grading on residential or commercial properties adversely affect neighboring properties.

Client: Oscar E & Blanca Gonzalez

Parcel #: M260002000003300

Permit #: ROW2011-02999

Date: May 16, 2011

Permit type: Commercial Contracting

Description: Residential driveway apron (a) minimum driveway width allowed is 12 ft. and maximum is 25 ft. b) curb cut must be a minimum of 6-feet from a side property line. c) flow line of new gutter shall match existing flow line. d) curb and gutter must be saw cut. e) driveway aprons shall be constructed of concrete with a minimum of 6 inches in thickness, reinforced with 6 x 6 no. 6 wire mesh, no. 3 bars @ 12 o.c.e.w. or no. 4 bars @ 18 o.c.e.w. f) no colored or stained or stamped concrete on city driveway apron g) bar-lift plastic chairs, or approved equal, shall be used to secure steel at center of concrete thickness. h) concrete shall have a broom finish. exposed aggregate, pavers, tile and stained or painted concrete are not permitted within the right of way. i) all concrete shall be 5-sack concrete and shall have a minimum compressive strength of 3000 psi. j) membrane curing compound shall be applied at a minimum of 1 gallon per 180 square feet of area. k) sub-grade shall be compacted to 90% standard proctor. l) expansion joint required at property line and intersection with sidewalks. longitudinal expansion joint required at mid-point of driveway if width is greater than 18 feet. m) if a manhole falls within a driveway pad, the manhole lid shall be placed flush with the elevation of the driveway. n) any driveway placed where a drainage bar ditch exists, shall maintain the flow line of the ditch with the placement of a concrete culvert. o) driveway wings shall not exceed a 12:1 slope. p) respect the transverse slope of 2% maximum where the sidewalk crossing is proposed. any admixtures to the concrete mix (i.e. fiber mesh, plasticizers, etc.) shall require approval. q) requirements of plat note slope of 1%. in no instance shall site grading on residential or commercial properties adversely affect neighboring properties.

Client: Liborio & Odilia S Martinez

Parcel #: B030000027001100

Permit #: ROW2011-03085

Contractor: Davids Electric

Date: May 17, 2011

Permit type: Commercial Contracting

Description: Apartment repair vehicle ran into wall (replacement of damaged studs, exterior brick veneer, replace damaged electrical wire) type vb construction, group r-2, no fire sprinker system no blueprint

Fee: $59.00 paid to City of Mcallen, Texas

Client: Daymon Monday

Parcel #: R337000000002700

Permit #: CMM2011-03089