Commercial Contracting Permits in McAllen, TX

Date: May 17, 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: Ricardo R Salinas Sr

Parcel #: N814001001000700

Permit #: ROW2011-03136

Date: May 18, 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) no colored or stained or stamped concrete on city row sidewalks j) all concrete shall be 5-sack concrete and shall have a minimum compressive strength of 3000 psi. k) membrane curing compound shall be applied at a minimum of 1 gallon per 180 square feet of area. l) curb and gutter must be saw cut m) ramps shall be placed at all intersection with roadways or where required by law. 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) 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: Titus Development Ltd

Parcel #: B184500000003200

Permit #: ROW2011-03162

Date: May 19, 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) no colored or stained or stamped concrete on city row sidewalks j) all concrete shall be 5-sack concrete and shall have a minimum compressive strength of 3000 psi. k) membrane curing compound shall be applied at a minimum of 1 gallon per 180 square feet of area. l) curb and gutter must be saw cut m) ramps shall be placed at all intersection with roadways or where required by law. 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) 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: Ancer Construction Llc

Parcel #: F165600000006900

Permit #: ROW2011-03203

Date: May 19, 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) no colored or stained or stamped concrete on city row sidewalks j) all concrete shall be 5-sack concrete and shall have a minimum compressive strength of 3000 psi. k) membrane curing compound shall be applied at a minimum of 1 gallon per 180 square feet of area. l) curb and gutter must be saw cut m) ramps shall be placed at all intersection with roadways or where required by law. 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) 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: Inter National Bank

Parcel #: T544300000010700

Permit #: ROW2011-03197

Contractor: Archie's Electric Inc.

Date: May 20, 2011

Permit type: Commercial Contracting

Description: New commercial const.: 4-plex type vb construction, group r-2, fire sprinkler system required lot 37 las canadas

Fee: $178.00 paid to City of Mcallen, Texas

Client: O C Development Ltd

Parcel #: L314900002003700

Permit #: CMM2011-03223

Date: May 24, 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) no colored or stained or stamped concrete on city row sidewalks j) all concrete shall be 5-sack concrete and shall have a minimum compressive strength of 3000 psi. k) membrane curing compound shall be applied at a minimum of 1 gallon per 180 square feet of area. l) curb and gutter must be saw cut m) ramps shall be placed at all intersection with roadways or where required by law. 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) 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: Terra Homes Corporation

Parcel #: S300402000000400

Permit #: ROW2011-03274

Date: May 24, 2011

Permit type: Commercial Contracting

Description: Existing gazebo placed a swo and issued citation # 09217 to guillermo ybarra for construction of gazebo without a permit. routed to planning because structure was built on an easement. customer claims structure has beeen there 15 years.

Valuation: $40,000

Fee: $80.00 paid to City of Mcallen, Texas

Client: Guillermo Ybarra

Parcel #: V347001000006000

Permit #: RES2011-03263

Date: May 25, 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) no colored or stained or stamped concrete on city row sidewalks j) all concrete shall be 5-sack concrete and shall have a minimum compressive strength of 3000 psi. k) membrane curing compound shall be applied at a minimum of 1 gallon per 180 square feet of area. l) curb and gutter must be saw cut m) ramps shall be placed at all intersection with roadways or where required by law. 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) 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: Esponjas Development Ltd

Parcel #: J216500000000500

Permit #: ROW2011-03299

Date: May 26, 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) no colored or stained or stamped concrete on city row sidewalks j) all concrete shall be 5-sack concrete and shall have a minimum compressive strength of 3000 psi. k) membrane curing compound shall be applied at a minimum of 1 gallon per 180 square feet of area. l) curb and gutter must be saw cut m) ramps shall be placed at all intersection with roadways or where required by law. 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) 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: James M Moffitt

Parcel #: N484702000000300

Permit #: ROW2011-03366

Contractor: D & F Industries Inc

Date: May 27, 2011

Permit type: Commercial Contracting

Description: Commercial addition (cold storage) construction type: ii-b, fire sprinkler system one blueprint

Valuation: $382,952,700

Fee: $389.00 paid to City of Mcallen, Texas

Client: Loop Fresh Produce Lp

Parcel #: M235005000000200

Permit #: CMM2011-03395

Date: May 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) no colored or stained or stamped concrete on city row sidewalks j) all concrete shall be 5-sack concrete and shall have a minimum compressive strength of 3000 psi. k) membrane curing compound shall be applied at a minimum of 1 gallon per 180 square feet of area. l) curb and gutter must be saw cut m) ramps shall be placed at all intersection with roadways or where required by law. 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) 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: Inter National Bank

Parcel #: T544300000010200

Permit #: ROW2011-03421

Date: May 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) no colored or stained or stamped concrete on city row sidewalks j) all concrete shall be 5-sack concrete and shall have a minimum compressive strength of 3000 psi. k) membrane curing compound shall be applied at a minimum of 1 gallon per 180 square feet of area. l) curb and gutter must be saw cut m) ramps shall be placed at all intersection with roadways or where required by law. 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) 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: & Vela Properties Cruz

Parcel #: N814002005000700

Permit #: ROW2011-03392

Date: May 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) no colored or stained or stamped concrete on city row sidewalks j) all concrete shall be 5-sack concrete and shall have a minimum compressive strength of 3000 psi. k) membrane curing compound shall be applied at a minimum of 1 gallon per 180 square feet of area. l) curb and gutter must be saw cut m) ramps shall be placed at all intersection with roadways or where required by law. 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) 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: Santa Fe Construction And Develope

Parcel #: L202000000004500

Permit #: ROW2011-03419

Contractor: Smart Signs & Designs

Date: Jun 1, 2011

Permit type: Commercial Contracting

Description: New non illuminated wall signs (from our farm to your yard buy a piece buy a pallet but the load) east elevations sign b

Fee: $66.50 paid to City of Mcallen, Texas

Client: Farm Fresh Foods Inc Duda

Parcel #: H085000001001903

Permit #: SGN2011-03489

Contractor: Smart Signs & Designs

Date: Jun 1, 2011

Permit type: Commercial Contracting

Description: New non illuminated wall sign (duda grass call now 631-8873) west elevation sign a

Fee: $66.50 paid to City of Mcallen, Texas

Client: Farm Fresh Foods Inc Duda

Parcel #: H085000001001903

Permit #: SGN2011-03496

Contractor: Smart Signs & Designs

Date: Jun 1, 2011

Permit type: Commercial Contracting

Description: Remodel existing non illuminated pylon (duda grass 631-8873 call today retail & wholesale premium quality guaranteed)

Fee: $66.50 paid to City of Mcallen, Texas

Client: Farm Fresh Foods Inc Duda

Parcel #: H085000001001903

Permit #: SGN2011-03499

Contractor: Jays Electric

Date: Jun 3, 2011

Permit type: Commercial Contracting

Description: New construction: sw waste water treatment plant lab type vb construction, group b, no fire sprinkler system 2-sets of plans routed to insp. & planning dept. esi#100327894-09304915

Valuation: $54,627,600

Fee: $46.00 paid to City of Mcallen, Texas

Client: City Of Mcallen

Parcel #: R295000002000700

Permit #: CMM2011-03562

Contractor: Barajas Electric

Date: Jun 6, 2011

Permit type: Commercial Contracting

Description: Ok as per ny/cr, meter got burned and aep disconnect. esi#100327894-50667870

Fee: $26.00 paid to City of Mcallen, Texas

Client: Juan & Dina Luna

Parcel #: P480000001000800

Permit #: CMM2011-03565

Date: Jun 7, 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) no colored or stained or stamped concrete on city row sidewalks j) all concrete shall be 5-sack concrete and shall have a minimum compressive strength of 3000 psi. k) membrane curing compound shall be applied at a minimum of 1 gallon per 180 square feet of area. l) curb and gutter must be saw cut m) ramps shall be placed at all intersection with roadways or where required by law. 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) 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: Novellini Const & Dev Co Llc

Parcel #: S016600000002300

Permit #: ROW2011-03611

Date: Jun 13, 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) no colored or stained or stamped concrete on city row sidewalks j) all concrete shall be 5-sack concrete and shall have a minimum compressive strength of 3000 psi. k) membrane curing compound shall be applied at a minimum of 1 gallon per 180 square feet of area. l) curb and gutter must be saw cut m) ramps shall be placed at all intersection with roadways or where required by law. 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) 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: Inter National Bank

Parcel #: T544300000011700

Permit #: ROW2011-03805