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3801 William D. Tate Ave, Ste 500 Grapevine, TX 76051
mail@bhbinc.com • 817.251.8550 • bhbinc.com
TBPE Firm #44 • TBPLS FIRM #10011302NO.DESCRIPTION DATE
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3.19.2018 9:55AM E:\2017.000.000\2017.722.000 professional office development on n kimball - southlake\DWG\722SITE DEVELOPMENT PLAN.dwg 2 SITE DEVELOPMENT PLANProject Control:Elevations hereon are referenced to the Texascooperative RTK Network (NAVD 88).TBM #1 - Square cut in concrete base of stonemonument sign approximately 41' northwest ofproperty's southeast corner.N: 7,029,594.53E: 2,392,762.15ELEV: 601.89'TBM #2 - "X" cut inside square cut in top of curbapprox. 29' southwest of property's southwestcorner and approx. 16' south of a dumpster.N: 7,029,546.46E: 2,392,551.29ELEV: 599.67'SOUTHLAKE MONUMENT #5 - Published DataN: 7,031,484.856E: 2,395,243.638ELEV: 601.80'
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TBPE Firm #44 • TBPLS FIRM #10011302NO.DESCRIPTION DATE
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mail@bhbinc.com • 817.251.8550 • bhbinc.com
TBPE Firm #44 • TBPLS FIRM #10011302NO.DESCRIPTION DATE
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3801 William D. Tate Ave, Ste 500 Grapevine, TX 76051
mail@bhbinc.com • 817.251.8550 • bhbinc.com
TBPE Firm #44 • TBPLS FIRM #10011302NO.DESCRIPTION DATE
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SCHWARZ-HANSON ARCHITECTS
2570 RIVER PARK PLAZA, STE 100
FORT WORTH, TX 76116
PROFESSIONAL OFFICES
MESCO ADDITION, LOT 4, BLOCK 1
420 N. KIMBALL AVE., SOUTHLAKE, TX 76092
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3.19.2018 11:07AM E:\2017.000.000\2017.722.000 professional office development on n kimball - southlake\DWG\722UTILITY PLAN.dwg 5 SITE UTILITY PLANProject Control:Elevations hereon are referenced to the Texascooperative RTK Network (NAVD 88).TBM #1 - Square cut in concrete base of stonemonument sign approximately 41' northwest ofproperty's southeast corner.N: 7,029,594.53E: 2,392,762.15ELEV: 601.89'TBM #2 - "X" cut inside square cut in top of curbapprox. 29' southwest of property's southwestcorner and approx. 16' south of a dumpster.N: 7,029,546.46E: 2,392,551.29ELEV: 599.67'SOUTHLAKE MONUMENT #5 - Published DataN: 7,031,484.856E: 2,395,243.638ELEV: 601.80'
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WATER NOTES1)ALL 1" AND 2" WATER METERS WILL BE INSTALLED BY CITY PERSONNEL.2)FIRE HYDRANTS SHALL BE LOCATED OUTSIDE OF SIDEWALK IF WALK INTENDED.3)ALL WATER LINES SHALL BE PVC PIPE CONFORMING TO AWWA STANDARD C-900 SDR-18 MINIMUM, WITH NSFSEAL, PRESSURE TESTED AND DISINFECTED IN ACCORDANCE WITH NCTCOB STD. SPECS. WATER MAINS TOHAVE A MINIMUM OF 42" COVER TO THE TOP OF PIPE. SERVICE LINE CONNECTORS SHALL BECONPRESSION-TYPE WITH STAINLESS STEEL TUBE LINERS.4)ALL WATER LINES NOT UNDER PAVEMENT TO BE ENCASED IN SAND AND BACKFILL SHALL BE SELECT MATERIALCOMPACTED TO 95% STANDARD PROCTOR DENSITY. PIPE INCLUDING SERVICES UNDER PUBLIC PAVEMENTREQUIRES CEMENT TREATED SAND BACKFILL.5)WATER SERVICES SHOULD BE LOCATED 10' UPSTREAM OF THE SANITARY SEWER SERVICES. EACH LOCATION ISTO BE STAMPED ON THE CURB WITH 2" HIGH LETTER "W".6)ALL SERVICES TO THE METER TO BE MINIMUM 1" SDR-9 CLASS 200 POLYETHYLENE.7)WATER METER BOXES WILL BE FURNISHED AND INSTALLED AFTER PAVING ACTIVITIES HAVE BEEN COMPLETED.8)CURB STOPS SHOULD BE TESTED FOR LEAKAGE AND FULL FLOW WHEN SYSTEM IS PRESSURE TESTED.9)ALL FIRE HYDRANT ASSEMBLIES TO BE EQUIPPED WITH A 6" GATE VALVE AND BOX. HYDRANTS SHALL BEINSTALLED WITH FACTORY BASED PRIME COAT ONLY. HYDRANTS WILL BE PAINTED BY THE CITY.10)ANY WATER VALVES LOCATED WITHIN PAVEMENT AREAS SHALL BE ADJUSTED TO FINAL GRADE BY THE PAVINGCONTRACTOR. THE PAVING CONTRACTOR SHALL CONSTRUCT A TYPICAL CONCRETE BLOCK OUT PER DETAIL.11)FIRE HYDRANTS SHALL BE EQUIPPED WITH 4-1/2" X 5" STORZ ADAPTER CONNECTION WITH BUTTERFLY VANES.12)WHEN A WATER LINE IS BORED, THE CASING SHALL BE CAPPED AND VALVES ADDED ON EITHER SIDE.13)ALL FITTINGS AND BENDS SHALL HAVE MEGA LUG RETAINER GLANDS.14)FOR VALVES INSTALLED 4' AND DEEPER, EXTENSION WITH CENTER RING 2' OR LESS IS REQUIRED.SANITARY SEWER NOTES1)SANITARY SEWER PVC PIPE SHALL BE SDR 35 IF DEPTH OF LINE IS 10 OR LESS AND SDR 26 IF DEPTH OF LINE ISGREATER THAN 10'.2)PIPE NOT UNDER PAVEMENT SHALL BE BEDDED IN CLASS II, OR BETTER, MATERIAL AS DEFINED IN ASTM D-2321,AND PLACED AS DIRECTED THEREIN. BACKFILL SHALL BE SELECT MATERIAL COMPACTED TO 95% STANDARDPROCTOR DENSITY. PIPE, INCLUDING SERVICES UNDER PUBLIC PAVEMENT REQUIRES CEMENT TREATED SANDBACKFILL.3)AFTER COMPLETION OF ALL TESTING (I.E. MANDREL & AIR) CONTRACTOR SHALL PERFORM A TELEVISIONINSPECTION AND PROVIDE VIDEOTAPE TO THE PUBLIC WORKS DEPARTMENT. DEFLECTION TESTING SHALL BEPERFORMED AS SPECIFIED IN SPECIAL CONDITIONS.4)A 2" HIGH LETTER "S" SHALL BE STAMPED ON THE CURB TO MARK THE LOCATION OF THE SEWER SERVICES. THESERVICE SHOULD BE LOCATED IN THE CENTER OF EACH LOT.5)ONE JOINT OF 150-PSI PRESSURE RATED PIPE SHALL BE INSTALLED UNDER ALL PROPOSED WATER PIPECROSSINGS.6)CONTRACTOR TO PLACE A 3/4" PLYWOOD FALSE BOTTOM IN ALL SANITARY SEWER MANHOLES BEFORE PAVINGCONTRACTOR BEGINS WORK.7)RIM ELEVATIONS OF THE PROPOSED SANITARY SEWER MANHOLES IN STREETS ARE TO BE CONSTRUCTED 18"BELOW FINAL FINISHED GRADES BY UTILITY CONTRACTOR AND ADJUSTED BY PAVING CONTRACTOR TOFINISHED GRADE AT TIME OF PAVING. EACH SHALL HAVE A TYPICAL CONCRETE BLOCK-OUT CONSTRUCTED PERSTANDARD DETAIL.8)ALL TRENCHES SHALL BE COMPACTION TESTED AT THE RATE OF ONE TEST PER 300 L.F. OF TRENCH PER LIFT.LIFTS SHALL BE NO GREATER THAN 12" LOOSE. TESTS SHALL BE STAGGERED SO THAT TESTS OF ADJACENTLIFTS ARE NOT DIRECTLY OVER THE PREVIOUS LIFT. IF THE DISTANCE BETWEEN MANHOLES EXCEEDS 300 L.F.,A MINIMUM OF 2 TESTS PER LIFT SHALL BE TAKEN. THE TESTING LAB SHALL PROVIDE THE LOCATION OF ALLRESULTS ON A PLAN AND PROFILE SHEET PRIOR TO TRENCH ACCEPTANCE. THE PAVING CONTRACTOR SHALLNOT BEGIN WORK UNTIL THE CITY OF SOUTHLAKE HAS APPROVED ALL TRENCH WORK.9)ALL MANHOLES SHALL BE VACUUMED TESTED.10)ANY SERVICE TIE-IN TO AN EXISTING MANHOLE MUST BE CORED.11)CLEAN-OUTS TO BE PROVIDED ON ALL SERVICES AND LOCATED AT THE PROPERTY/ROW LINE.12)PRIVATE SANITARY SEWER SERVICES NEED A PLUMBING PERMIT AND MUST BE INSPECTED BY BUILDINGINSPECTIONS PRIOR TO BURIAL.
SITE UTILITY PLAN
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3801 William D. Tate Ave, Ste 500 Grapevine, TX 76051
mail@bhbinc.com • 817.251.8550 • bhbinc.com
TBPE Firm #44 • TBPLS FIRM #10011302NO.DESCRIPTION DATE
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SCHWARZ-HANSON ARCHITECTS
2570 RIVER PARK PLAZA, STE 100
FORT WORTH, TX 76116
PROFESSIONAL OFFICES
MESCO ADDITION, LOT 4, BLOCK 1
420 N. KIMBALL AVE., SOUTHLAKE, TX 76092
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3.19.2018 9:38AM \\Bhb-29\cadd\2017.000.000\2017.722.000 Professional Office Development on N Kimball - Southlake\DWG\Landscape + Irrigation\17.722LANDSCAPE PLAN - COLOR.dwg 6 LANDSCAPE PLAN
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3801 William D. Tate Ave, Ste 500 Grapevine, TX 76051
mail@bhbinc.com • 817.251.8550 • bhbinc.com
TBPE Firm #44 • TBPLS FIRM #10011302NO.DESCRIPTION DATE
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SCHWARZ-HANSON ARCHITECTS
2570 RIVER PARK PLAZA, STE 100
FORT WORTH, TX 76116
PROFESSIONAL OFFICES
MESCO ADDITION, LOT 4, BLOCK 1
420 N. KIMBALL AVE., SOUTHLAKE, TX 76092
2
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3.19.2018 9:19AM \\Bhb-29\cadd\2017.000.000\2017.722.000 Professional Office Development on N Kimball - Southlake\DWG\Landscape + Irrigation\17.722LANDSCAPE PLAN.dwg 7 PLANT LIST AND SPECIFICATIONS
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STONE VENEER (ST-1)
WINDOW / DOOR FRAME
E.I.F.S. CORNICE MOLDING
MATERIAL LEGEND
D COPING CAP AND CANOPY FASCIA
H GLASS
B STONE VENEER (ST-2)
C CAST STONE
F STUCCO
STANDING SEAM METAL ROOFINGJ
METAL SIDINGK
RENDERED ELEVATION | VIEWING SOUTHEAST
A AH
BB
F
JDE
B
G G
K
C
DC
AH
BB
F
JDE
G G
C
K
D
D
C
H
E
A
CHG
B
C
F
K
C
J
E
D
D
A
C H G
B
C
F
K
C
J
E
D
D
A
ELEVATION
EXHIBIT
CASE #: ZA18-017