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Item 9 - PlansN 8 9 ° 3 1 ' 1 0 " E 2 4 5 . 2 3 ' S00°53'26"E 316.21' S8 9 ° 3 2 ' 3 6 " W 24 6 . 1 3 ' N00°43'39"W 316.11' PH A S E 2 PH A S E 3 PH A S E 2 PH A S E 3 TIMBERLINE CT. EX ASPHALT PAVEMENT 60' PUBLIC ROW OWNER: ZEM PROPERTIES INC. EXISTING ZONING: I-1 EXISTING LAND USE: MIXED USE PROPERTY ADDRESS: 1207 TIMBERLINE CT. DECKER, H #438 ADDITION LOT 12 10' LANDSCAPE BUFFER YARD TYPE "F1" 278 PK NAIL N=7021991.00 E=2391744.17 EL=635.01 277 PK NAIL N=7022135.87 E=2391741.36 EL=631.66 1 PK NAIL N=7022460.90 E=2391737.76 EL=618.59 2 60D SET N=7022363.35 E=2391975.14 EL=620.97 279 5/8" IR "ANA" CAP N=7022017.76 E=2391894.21 EL=635.19 EX WATER METER AND SERVICE TO REMAIN FOR IRRIGATION PROP 1" WATER METER TO SERVE PHASE 3 PR O P . 8 " W A T E R EX 8" WATER LINE 28LF OF PROP ASPHALT PAVEMENT REPAIREX WATER METER AND SERVICE TO REMAIN FOR IRRIGATION 30' R 3 0 ' R 3 0 ' R 30' R 16 P A R K I N G S P A C E S @ 9 ' = 1 2 6 ' 20 P A R K I N G S P A C E S @ 9 ' = 1 8 0 ' 17 P A R K I N G S P A C E S @ 9 ' = 1 5 3 ' 2 ' R 11 ' 5' 15 ' 18' TYP. 18' TYP. 18' TYP. EX FIRE HYDRANT EX FIRE HYDRANT TO BE RELOCATED 2' R 2'R PROP 5' UTIL. ESMT. PROP 5' UTIL. ESMT. EX 5 0 ' PR I V A T E I N G R E S S & E G R E S S E S M T . EX 1 5 ' UT I L . E S M T . EX 3 5 ' DR A I N A G E E S M T . EX 5' UTIL. ESMT. EX 15' UTIL. ESMT. FUTURE PHASE 3 24LF OF ASPHALT PAVEMENT REPAIR EX 6" WATER LINEEX 6" WATER LINE EX 6" WATER LINE EX 8" SANITARY SEWER EX 8" SANITARY SEWER EX 8 " W A T E R L I N E EX 5' UTIL. ESMT. 40' FRONT YARD SETBACK 40' FRONT YARD SETBACK 23 . 3 ' P V M T 23 ' P V M T 26' PROP 15' UTIL. ESMT. PR O P 1 5 ' UT I L . E S M T . PROP 15' UTIL. ESMT. 7' 22' FUTURE PHASE 3 DUMPSTER ENCLOSURE LOCATION 69.8' 70'57'15.1' 15.1' 57' N:7022043.75 E:2391970.01 N:7022149.30 E:2391969.12 N:7022042.61 E:2391823.46 N:7022148.24 E:2391822.12 N:7022287.92 E:2391972.12 N:7022286.65 E:2391820.55 N:7022218.07 E:2391821.12 N:7022219.34 E:2391972.70 40 ' B U I L D I N G SE T B A C K 40 ' B U I L D I N G SE T B A C K PROP BUILDING ENTRANCE TYP. 106' 15 1 ' FUTURE PHASE 3 BUILDING SINGLE STORY RIGID FRAME STRUCTURE TYPE II-B (FIRE SPRINKLER SYS.) 15,678 SF GFA L.U.D. = MIXED USE FFE=633.10 BUILDING HEIGHT = 22'-0" 68' 15 4 ' PROPOSED PHASE 2 BUILDING SINGLE STORY RIGID FRAME STRUCTURE TYPE II-B (FIRE SPRINKLER SYS.) 10,442 SF GFA L.U.D. = MIXED USE FFE=631.80 BUILDING HEIGHT = 22'-0" OWNER: ZEM PROPERTIES INC. EXISTING ZONING: MH EXISTING USE: 1211 TIMBERLINE=MIXED USE 1213, 1215, 1217 TIMBERLINE=INDUSTRIAL PROPOSED ZONING: I1 PROPOSED USE: MIXED USE PROPERTY ADDRESS: 1211, 1213, 1215, 1217 TIMBERLINE CT. DECKER, HARRISON SURVEY ABSTRACT 438 TRACTS: 1B14 & 1B6E, 1B15 & 1B6F, 1B17 & 1B6H, 1B & 1B6 9' 15 ' 22' PROP 1" WATER METER PROP 5' WIDE CURB OPENING 5' LANDSCAPE BUFFER YARD TYPE "A" PROP 45' WIDE PRIVATE DRAINAGE EASEMENT DETENTION POND LIMITS 2' R 30 ' R 30 ' R 2'R PROP FIRE HYDRANT PH A S E 2 PH A S E 3 PR O P 1 5 0 ' F I R E L A N E PROP 6" FIRE LINE TO SERVE PHASE 3 PROP. 8" WATER PROP 24' WIDTH FIRE LANE PROP 6" FIRE LINE 2 ' R 30 ' 30 ' 57 . 1 ' 56 . 3 ' 51 . 7 ' 51 . 2 ' 42 . 3 ' 42 . 3 ' 42 . 5 ' 42 . 2 ' 40' FRONT YARD SETBACK 15 ' S I D E Y A R D S E T B A C K 15 ' S I D E Y A R D S E T B A C K 15 ' S I D E Y A R D S E T B A C K 15 ' S I D E Y A R D S E T B A C K 15 ' S I D E Y A R D S E T B A C K 10' REAR YARD SETBACK 10' REAR YARD SETBACK RI D G E H E I G H T = 2 2 ' - 0 " RI D G E H E I G H T = 2 2 ' - 0 " RI D G E H E I G H T = 2 2 ' - 0 " FUTURE PHASE 3 4" SS-2 PRIVATE SANITARY SEWER SERVICE PROP 4" SS-1 PRIVATE SANITARY SEWER SERVICE PROP 4" SS-1 SANITARY SEWER SERVICE PUBLIC LINE TO ROW FUTURE PHASE 3 PROP 4" SS-2 SANITARY SEWER SERVICE PUBLIC LINE TO ROW 5' 5' 5' 4.8' 4.8' 5' 5' 5' 5' 5.1' 5' 5.2' 5. 3 ' 7. 4 ' 4. 9 ' FUTURE DRIVEWAY NAME 'DR3' 40 ' 2'R 40 ' 2'R 157.6' DRIVEWAY CENTERLINE DISTANCE30 ' 24' DRIVEWAY 463LF TO E. CONTINENTAL BLVD & TIMBERLINE CT. INTERSECTION777LF TO STREET END CUL-DA-SAC 159' DRIVEWAY CENTERLINE DISTANCE 30 ' PROP DRIVEWAY NAME 'DR2' 24' DRIVEWAY 204.7LF DRIVEWAY CENTERLINE DISTANCE TO NEXT DRIVEWAY SOUTH EX GRAVEL DRIVEEX GRAVEL DRIVE EX GRAVEL DRIVEEX GRAVEL DRIVE EX GRAVEL DRIVE EXISTING WROUGHT IRON FENCE TO REMAIN EXISTING WROUGHT IRON FENCE TO REMAIN EXISTING WROUGHT IRON FENCE TO REMAINPROP SLIDING DOOR WROUGHT IRON GATE FUTURE SLIDING DOOR WROUGHT IRON GATE 24' 24 ' 24' PROP PARKING CURB STOP PER DETAIL PROP ADA PARKING STRIPE PER DETAIL FUTURE PHASE 3 PARKING STALL CURB STOP PARKING SPACES TO BE RE-STRIPED AS ADA SPACE FOR FUTURE PHASE 3 PROP 21" OUTFALL OPENING & RIP RAP FL=622.10 10'X25' LOADING ZONE 10 ' X 5 0 ' LO A D I N G Z O N E OWNER: TEXMNG LLC. EXISTING ZONING: MH MANUFACTURED HOUSING EXISTING LAND USE: INDUSTRIAL PROPERTY ADDRESS: 1219 TIMBERLINE CT. DECKER, H #438 ADDITION LOT 8 5/26/2020 A.N.A. PROJECT NO.: 14-0432 SHEET No.: NO . DA T E : RE V I S I O N D E S C R I P T I O N S : CO N S U L T A N T S , L . L . C . EN G I N E E R S † S U R V E Y O R S PE # Name Date PRELIMINARY FOR REVIEW ONLY These documents are for design review and not intended for construction, bidding or permit purposes. They were prepared by, or under supervision of: ALEX SRUR 127967 A. N . A . C O N S U L T A N T S , L EN G I N E E R S a n d S U R V E Y O R S 50 0 0 T h o m p s o n T e r r a c e , C o l l e y v i l l e , T X 76 0 3 4 Te l : 8 1 7 . 3 3 5 . 9 9 0 0 F a x : 8 1 7 . 3 3 5 . 9 9 5 5 TB P E F i r m N o . : 2 0 TB P L S F i r m N o . : 1 0 0 9 0 8 0 0 ZE M A D D I T I O N P H A S E 2 12 1 1 , 1 2 1 3 , 1 1 5 , 1 2 1 7 T I M B E R L I N E C T . CI T Y O F S O U T H L A K E TA R R A N T C O U N T Y , T E X A S CI T Y C A S E N O . Z A 2 0 - 0 0 2 8 DE C K E R , H A R R I S O N S U R V E Y A B S T R A C T 4 3 8 TR A C T S : 1 B 1 4 & 1 B 6 E , 1 B 1 5 & 1 B 6 F , 1 B 1 7 & 1 B 6 H , 1 B & 1 B 6 GRAPHIC SCALE IN FEET N 6040200 LEGEND FUTURE PHASE 3 REINFORCED CONCRETE PAVEMENT FUTURE PHASE 3 REINFORCED CONCRETE SIDEWALK PROPOSED LANDSCAPING REF. LANDSCAPING PLANS C3.0 SI T E P L A N F O R ZE M A D D I T I O N PH A S E 2 LOCATION MAP NTS PROJECT LOCATION* WO O D S E Y C T . TI M B E R L I N E C T . N OWNER:ZEM PROPERTIES ADDRESS:P.O. BOX 1725 COLLEYVILLE, TX 76034 CONTACT:MR. DAVID MASERANG PHONE:(817) 577-0661 EMAIL:ROCK@SHEETROCKER.COM OWNER: EXPLORER PIPELINE CO. EXISTING ZONING: I2 HEAVY INDUSTRIAL EXISTING LAND USE: INDUSTRIAL PROPERTY ADDRESS: 2200 MUSTANG CT. DECKER, HARRISON SURVEY ABSTRACT 438 TRACT 1B01A 5' LA N D S C A P E BU F F E R Y A R D TY P E " A " OWNER: MAGELLAN PIPELINE TERMINALS LP. EXISTING ZONING: I2 HEAVY INDUSTRIAL EXISTING LAND USE: INDUSTRIAL PROPERTY ADDRESS: 1900 STATE HWY 26 DECKER, HARRISON SURVEY ABSTRACT 438 TRACT 1B01 PR O P 5 ' UT I L . E S M T . PROP DUMPSTER ENCLOSURE LOCATION EX 5 0 ' PR I V A T E I N G R E S S & E G R E S S E S M T . PROP RETAINING WALL REF. GRADING & LANDSCAPING PLAN PROPOSED PHASE 2 REINFORCED CONCRETE PAVEMENT PROPOSED PHASE 2 REINFORCED CONCRETE SIDEWALK PROP RETAINING WALL REF. GRADING & LANDSCAPING PLAN OWNER: GUO HONGLIN & GONG CUILING EXISTING ZONING: MH EXISTING LAND USE: INDUSTRIAL PROPERTY ADDRESS: 1220 TIMBERLINE CT. DECKER, HARRISON SURVEY ABSTRACT 438 TRACT 1B05 OWNER: MCCLELLAN TOMMIE LEE EXISTING ZONING: MH EXISTING LAND USE: INDUSTRIAL PROPERTY ADDRESS: 1216 TIMBERLINE CT. DECKER, HARRISON SURVEY ABSTRACT 438 TRACT 1B05B OWNER: JOLLY MALWINDER BAWA EXISTING ZONING: MH EXISTING LAND USE: INDUSTRIAL PROPERTY ADDRESS: 1214 TIMBERLINE CT. DECKER, HARRISON SURVEY ABSTRACT 438 TRACT 1B12A OWNER: JOLLY MALWINDER BAWA EXISTING ZONING: MH EXISTING LAND USE: INDUSTRIAL PROPERTY ADDRESS: 1214 TIMBERLINE CT. DECKER, HARRISON SURVEY ABSTRACT 438 TRACT 1B12A OWNER: ZEM PROPERTIES INC EXISTING ZONING: MH EXISTING LAND USE: MIXED USE PROPERTY ADDRESS: 1210 TIMBERLINE CT. DECKER, HARRISON SURVEY ABSTRACT 438 TRACT 1B10G RETAINING WALL: HEIGHT VARIES FROM 5' TO 7' MATERIAL SHALL BE STONE WALL TO MATCH BLDG FACADE RETAINING WALL: HEIGHT VARIES FROM 0' TO 5.5' MATERIAL SHALL BE STONE WALL TO MATCH BLDG FACADE EXISTING 8' HIGH WOOD SCREENING FENCE AT PROPERTY LINE EXISTING 8' HIGH WOOD SCREENING FENCE AT PROPERTY LINE PROPOSED 8' HIGH WOOD SCREENING FENCE AT PROPERTY LINE PROPOSED 8' HIGH WOOD SCREENING FENCE AT PROPERTY LINE DUMPSTER ENCLOSRE: HEIGHT: 8'-0" MATERIAL: 10" THICK STONE WALL TO MATCH BLDG FACADE DETENTION POND OUTFALL STRUCTURE SEE DETAIL SHEET 280 5/8" IR "ANA" CAP N=7022181.25 E=2392018.28 EL=625.42 SITE SUMMARY TABLE EXISTING ZONING:MH - MANUFACTURED HOUSING EXISTING LAND USE:1211 TIMBERLINE=MIXED USE 1213, 1215, 1217 TIMBERLINE=INDUSTRIAL PROPOSED ZONING:I1 - LIGHT INDUSTRIAL PROPOSED LAND USE:MIXED USE - OFFICE & WAREHOUSE GROSS SITE ACREAGE:1.78 ACRES (77,672 SQ FT.) NUMBER OF PROPOSED LOTS:1 PERCENTAGE OF SITE LAND COVER:PAVEMENT=34.​1%, SIDEWALK=4.​3% LANDSCAPING=28%, BUILDING=33.​6% BUILDING FOOTPRINT SIZE:PHASE 2 BLDG = 10,442 SF : PHASE 3 BLDG=15,​762 SF NUMBER OF STORIES:1 MAXIMUM BUILDING HEIGHT:22'-0" AREA OF OPEN SPACE:21,748.​2 SQ. FT. PERCENTAGE OF OPEN SPACE:28.0% OF THE PROJECT SITE AREA OF IMPERVIOUS LAND COVER 55,923.​8 SQ. FT. PERCENTAGE OF IMPERVIOUS LAND COVER 72.0% OF THE PROJECT SITE PROPOSED FLOOR AREA PHASE 2 BUILDING OFFICE AREA = 1,566.​3 SF BASED ON BUILDING USE PHASE 2 BUILDING WAREHOUSE AREA = 8,875.​7 SF PHASE 2 BUILDING TOTAL AREA = 10,442 SF PHASE 3 BUILDING OFFICE AREA = 2,351.​7 SF PHASE 3 BUILDING WAREHOUSE AREA = 13,326.​3 SF PHASE 3 BUILDING TOTAL AREA = 15,678 SF REQUIRED PARKING: OFFICE AREA: (1/300) SPACES:PHASE 2 = 6 SPACES : PHASE 3 = 8 SPACES WAREHOUSE AREA: (1/1000) SPACES PHASE 2 = 9 SPACES : PHASE 3 = 14 SPACES PHASE 2 TOTAL 15 SPACES : PHASE 3 TOTAL = 22 SPACES PHASES 2&3 TOTAL REQUIRED PARKING = 37 SPACES ADA PARKING REQUIREMENTS TOTAL PHASE 2 MUST INCLUDE 2 SPACES WITH AT LEAST 1 VAN ACCESSIBLE TOTAL PHASES 2&3 MUST INCLUDE 3 SPACES WITH AT LEAST 1 VAN ACCESSIBLE PROVIDED PARKING:PHASE 2 : 35 SPACES AS FOLLOWS 35 REGULAR SPACES, 1 HC SPACE AND 1 VAN ACCESSIBLE SPACE PHASES 2&3 : 51 SPACES AS FOLLOWS 51 REGULAR SPACES, 1 HC SPACE AND 2 VAN ACCESSIBLE SPACE ANTICIPATED SCHEDULE OF DEVELOPMENT:PHASE 2 - JULY 2020 PHASE 3 - JULY 2022 LOCATION MAP NTS OWNER / DEVELOPER ENGINEERS * SURVEYORS * PLANNERS CONSULTANTS,L.L.C. ENGINEERS: 5000 THOMPSON TERRACE COLLEYVILLE, TX.76034 (817)335-9900 FAX*(817)335-9955 www.anallc.com TBPE FIRM # F-20 MAY 2020 ZEM PROPERTIES P.O. BOX 1725 COLLEYVILLE, TX 76034 CONTACT: MR. DAVID MASERANG TEL: (817) 577-0661 EMAIL: ROCK@SHEETROCKER.COM SHEET INDEX DESCRIPTIONSHEET NO. C1.0 COVER SHEET C2.0 FINAL PLAT C3.0 SITE PLAN FOR ZEM ADDITION PHASE 2 C4.0 CITY GENERAL NOTES C5.0 DEMOLITION PLAN C6.0 DIMENSIONAL CONTROL PLAN C7.0 PAVING PLAN C8.0 GRADING PLAN C9.0 UTILITY PLAN C10.0 PRE-DEVELOPMENT DRAINAGE AREA MAP C10.1 POST-DEVELOPMENT DRAIANGE AREA MAP C10.2 POST-DEVELOPMENT DETENTION CALCULATIONS SD-1 CITY STANDARD CONSTRUCTION DETAILS - WATER DETAILS SD-3 CITY STANDARD CONSTRUCTION DETAILS - CONCRETE PAVING DETAILS SD-5 CITY STANDARD CONSTRUCTION DETAILS - MISCELLANEOUS PAVING DETAILS SD-7 CITY STANDARD CONSTRUCTION DETAILS - STORM DRAIN DETAILS SD-8 CITY STANDARD CONSTRUCTION DETAILS - SANITARY SEWER DETAILS SD-9 CITY STANDARD CONSTRUCTION DETAILS - EMBEDMENT DETAILS SD-10 CITY STANDARD CONSTRUCTION DETAILS - TREE PROTECTION DETAILS THE CITY OF SOUTHLAKE TARRANT COUNTY, TEXAS WATER, SEWER, DRAINAGE, PAVING IMPROVEMENTS TO SERVE: ZEM ADDITION PHASE 2 1211, 1213, 1215, 1217 TIMBERLINE CT. WA T E R , S E W E R , D R A I N A G E , P A V I N G , I M P R O V E M E N T S T O S E R V E : FILE NO. CITY PROJECT NO. FI L E N O . _ _ _ _ _ _ _ _ _ _ _ _ _ CI T Y P R O J E C T N O . _ _ _ _ _ _ _ _ _ _ _ _ ------ -- - - - - ZE M A D D I T I O N P H A S E 2 Copyright © 2020 by A.N.A. CONSULTANTS, L.L.C. AN A . P R O J E C T N O . 1 4 0 4 3 2 ------ -- - - - - NOTE: 1.ALL REFERENCES TO 'CITY' SHALL MEAN 'CITY OF SOUTHLAKE' 2.ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CITY OF THE COLONY STANDARDS AND SPECIFICATIONS AND THE NORTH TEXAS COUNCIL OF GOVERNMENTS STANDARDS AND SPECIFICATIONS. 3.STANDARD CITY DETAIL SHEETS INCORPORATED HEREIN BY REFERENCE. PROJECT LOCATION* WO O D S E Y C T . TI M B E R L I N E C T . CITY CASE NO.ZA20-0028 CITY CASE NO. ZA20-0028 N 8 9 ° 3 1 ' 1 0 " E 2 4 5 . 2 3 ' S00°53'26"E 316.21' S8 9 ° 3 2 ' 3 6 " W 24 6 . 1 3 ' N00°43'39"W 316.11' PH A S E 2 PH A S E 3 PH A S E 2 PH A S E 3 TIMBERLINE CT. EX ASPHALT PAVEMENT 60' PUBLIC ROW OWNER: ZEM PROPERTIES INC. EXISTING ZONING: I-1 EXISTING LAND USE: MIXED USE PROPERTY ADDRESS: 1207 TIMBERLINE CT. DECKER, H #438 ADDITION LOT 12 10' LANDSCAPE BUFFER YARD TYPE "F1" 278 PK NAIL N=7021991.00 E=2391744.17 EL=635.01 277 PK NAIL N=7022135.87 E=2391741.36 EL=631.66 1 PK NAIL N=7022460.90 E=2391737.76 EL=618.59 2 60D SET N=7022363.35 E=2391975.14 EL=620.97 279 5/8" IR "ANA" CAP N=7022017.76 E=2391894.21 EL=635.19 EX WATER METER AND SERVICE TO REMAIN FOR IRRIGATION PROP 1" WATER METER TO SERVE PHASE 3 PR O P . 8 " W A T E R EX 8" WATER LINE 28LF OF PROP ASPHALT PAVEMENT REPAIREX WATER METER AND SERVICE TO REMAIN FOR IRRIGATION 30' R 3 0 ' R 3 0 ' R 30' R 16 P A R K I N G S P A C E S @ 9 ' = 1 2 6 ' 20 P A R K I N G S P A C E S @ 9 ' = 1 8 0 ' 17 P A R K I N G S P A C E S @ 9 ' = 1 5 3 ' 2 ' R 11 ' 5' 15 ' 18' TYP. 18' TYP. 18' TYP. EX FIRE HYDRANT EX FIRE HYDRANT TO BE RELOCATED 2' R 2'R PROP 5' UTIL. ESMT. PROP 5' UTIL. ESMT. EX 5 0 ' PR I V A T E I N G R E S S & E G R E S S E S M T . EX 1 5 ' UT I L . E S M T . EX 3 5 ' DR A I N A G E E S M T . EX 5' UTIL. ESMT. EX 15' UTIL. ESMT. FUTURE PHASE 3 24LF OF ASPHALT PAVEMENT REPAIR EX 6" WATER LINEEX 6" WATER LINE EX 6" WATER LINE EX 8" SANITARY SEWER EX 8" SANITARY SEWER EX 8 " W A T E R L I N E EX 5' UTIL. ESMT. 40' FRONT YARD SETBACK 40' FRONT YARD SETBACK 23 . 3 ' P V M T 23 ' P V M T 26' PROP 15' UTIL. ESMT. PR O P 1 5 ' UT I L . E S M T . PROP 15' UTIL. ESMT. 7' 22' FUTURE PHASE 3 DUMPSTER ENCLOSURE LOCATION 69.8' 70'57'15.1' 15.1' 57' N:7022043.75 E:2391970.01 N:7022149.30 E:2391969.12 N:7022042.61 E:2391823.46 N:7022148.24 E:2391822.12 N:7022287.92 E:2391972.12 N:7022286.65 E:2391820.55 N:7022218.07 E:2391821.12 N:7022219.34 E:2391972.70 40 ' B U I L D I N G SE T B A C K 40 ' B U I L D I N G SE T B A C K PROP BUILDING ENTRANCE TYP. 106' 15 1 ' FUTURE PHASE 3 BUILDING SINGLE STORY RIGID FRAME STRUCTURE TYPE II-B (FIRE SPRINKLER SYS.) 15,678 SF GFA L.U.D. = MIXED USE FFE=633.10 BUILDING HEIGHT = 22'-0" 68' 15 4 ' PROPOSED PHASE 2 BUILDING SINGLE STORY RIGID FRAME STRUCTURE TYPE II-B (FIRE SPRINKLER SYS.) 10,442 SF GFA L.U.D. = MIXED USE FFE=631.80 BUILDING HEIGHT = 22'-0" OWNER: ZEM PROPERTIES INC. EXISTING ZONING: MH EXISTING USE: 1211 TIMBERLINE=MIXED USE 1213, 1215, 1217 TIMBERLINE=INDUSTRIAL PROPOSED ZONING: I1 PROPOSED USE: MIXED USE PROPERTY ADDRESS: 1211, 1213, 1215, 1217 TIMBERLINE CT. DECKER, HARRISON SURVEY ABSTRACT 438 TRACTS: 1B14 & 1B6E, 1B15 & 1B6F, 1B17 & 1B6H, 1B & 1B6 9' 15 ' 22' PROP 1" WATER METER PROP 5' WIDE CURB OPENING 5' LANDSCAPE BUFFER YARD TYPE "A" PROP 45' WIDE PRIVATE DRAINAGE EASEMENT DETENTION POND LIMITS 2 ' R 30 ' R 30 ' R 2'R PROP FIRE HYDRANT PH A S E 2 PH A S E 3 PR O P 1 5 0 ' F I R E L A N E PROP 6" FIRE LINE TO SERVE PHASE 3 PROP. 8" WATER PROP 24' WIDTH FIRE LANE PROP 6" FIRE LINE 2 ' R 30 ' 30 ' 57 . 1 ' 56 . 3 ' 51 . 7 ' 51 . 2 ' 42 . 3 ' 42 . 3 ' 42 . 5 ' 42 . 2 ' 40' FRONT YARD SETBACK 15 ' S I D E Y A R D S E T B A C K 15 ' S I D E Y A R D S E T B A C K 15 ' S I D E Y A R D S E T B A C K 15 ' S I D E Y A R D S E T B A C K 15 ' S I D E Y A R D S E T B A C K 10' REAR YARD SETBACK 10' REAR YARD SETBACK RI D G E H E I G H T = 2 2 ' - 0 " RI D G E H E I G H T = 2 2 ' - 0 " RI D G E H E I G H T = 2 2 ' - 0 " FUTURE PHASE 3 4" SS-2 PRIVATE SANITARY SEWER SERVICE PROP 4" SS-1 PRIVATE SANITARY SEWER SERVICE PROP 4" SS-1 SANITARY SEWER SERVICE PUBLIC LINE TO ROW FUTURE PHASE 3 PROP 4" SS-2 SANITARY SEWER SERVICE PUBLIC LINE TO ROW 5' 5' 5' 4.8' 4.8' 5' 5' 5' 5' 5.1' 5' 5.2' 5. 3 ' 7. 4 ' 4. 9 ' FUTURE DRIVEWAY NAME 'DR3' 40 ' 2'R 40 ' 2'R 157.6' DRIVEWAY CENTERLINE DISTANCE30 ' 24' DRIVEWAY 463LF TO E. CONTINENTAL BLVD & TIMBERLINE CT. INTERSECTION777LF TO STREET END CUL-DA-SAC 159' DRIVEWAY CENTERLINE DISTANCE 30 ' PROP DRIVEWAY NAME 'DR2' 24' DRIVEWAY 204.7LF DRIVEWAY CENTERLINE DISTANCE TO NEXT DRIVEWAY SOUTH EX GRAVEL DRIVEEX GRAVEL DRIVE EX GRAVEL DRIVEEX GRAVEL DRIVE EX GRAVEL DRIVE EXISTING WROUGHT IRON FENCE TO REMAIN EXISTING WROUGHT IRON FENCE TO REMAIN EXISTING WROUGHT IRON FENCE TO REMAINPROP SLIDING DOOR WROUGHT IRON GATE FUTURE SLIDING DOOR WROUGHT IRON GATE 24' 24 ' 24' PROP PARKING CURB STOP PER DETAIL PROP ADA PARKING STRIPE PER DETAIL FUTURE PHASE 3 PARKING STALL CURB STOP PARKING SPACES TO BE RE-STRIPED AS ADA SPACE FOR FUTURE PHASE 3 PROP 21" OUTFALL OPENING & RIP RAP FL=622.10 10'X25' LOADING ZONE 10 ' X 5 0 ' LO A D I N G Z O N E OWNER: TEXMNG LLC. EXISTING ZONING: MH MANUFACTURED HOUSING EXISTING LAND USE: INDUSTRIAL PROPERTY ADDRESS: 1219 TIMBERLINE CT. DECKER, H #438 ADDITION LOT 8 5/26/2020 A.N.A. PROJECT NO.: 14-0432 SHEET No.: NO . DA T E : RE V I S I O N D E S C R I P T I O N S : CO N S U L T A N T S , L . L . C . EN G I N E E R S † S U R V E Y O R S PE # Name Date PRELIMINARY FOR REVIEW ONLY These documents are for design review and not intended for construction, bidding or permit purposes. They were prepared by, or under supervision of: ALEX SRUR 127967 A. N . A . C O N S U L T A N T S , L EN G I N E E R S a n d S U R V E Y O R S 50 0 0 T h o m p s o n T e r r a c e , C o l l e y v i l l e , T X 76 0 3 4 Te l : 8 1 7 . 3 3 5 . 9 9 0 0 F a x : 8 1 7 . 3 3 5 . 9 9 5 5 TB P E F i r m N o . : 2 0 TB P L S F i r m N o . : 1 0 0 9 0 8 0 0 ZE M A D D I T I O N P H A S E 2 12 1 1 , 1 2 1 3 , 1 1 5 , 1 2 1 7 T I M B E R L I N E C T . CI T Y O F S O U T H L A K E TA R R A N T C O U N T Y , T E X A S CI T Y C A S E N O . Z A 2 0 - 0 0 2 8 DE C K E R , H A R R I S O N S U R V E Y A B S T R A C T 4 3 8 TR A C T S : 1 B 1 4 & 1 B 6 E , 1 B 1 5 & 1 B 6 F , 1 B 1 7 & 1 B 6 H , 1 B & 1 B 6 GRAPHIC SCALE IN FEET N 6040200 LEGEND FUTURE PHASE 3 REINFORCED CONCRETE PAVEMENT FUTURE PHASE 3 REINFORCED CONCRETE SIDEWALK PROPOSED LANDSCAPING REF. LANDSCAPING PLANS C3.0 SI T E P L A N F O R ZE M A D D I T I O N PH A S E 2 LOCATION MAP NTS PROJECT LOCATION* WO O D S E Y C T . TI M B E R L I N E C T . N OWNER:ZEM PROPERTIES ADDRESS:P.O. BOX 1725 COLLEYVILLE, TX 76034 CONTACT:MR. DAVID MASERANG PHONE:(817) 577-0661 EMAIL:ROCK@SHEETROCKER.COM OWNER: EXPLORER PIPELINE CO. EXISTING ZONING: I2 HEAVY INDUSTRIAL EXISTING LAND USE: INDUSTRIAL PROPERTY ADDRESS: 2200 MUSTANG CT. DECKER, HARRISON SURVEY ABSTRACT 438 TRACT 1B01A 5' LA N D S C A P E BU F F E R Y A R D TY P E " A " OWNER: MAGELLAN PIPELINE TERMINALS LP. EXISTING ZONING: I2 HEAVY INDUSTRIAL EXISTING LAND USE: INDUSTRIAL PROPERTY ADDRESS: 1900 STATE HWY 26 DECKER, HARRISON SURVEY ABSTRACT 438 TRACT 1B01 PR O P 5 ' UT I L . E S M T . PROP DUMPSTER ENCLOSURE LOCATION EX 5 0 ' PR I V A T E I N G R E S S & E G R E S S E S M T . PROP RETAINING WALL REF. GRADING & LANDSCAPING PLAN PROPOSED PHASE 2 REINFORCED CONCRETE PAVEMENT PROPOSED PHASE 2 REINFORCED CONCRETE SIDEWALK PROP RETAINING WALL REF. GRADING & LANDSCAPING PLAN OWNER: GUO HONGLIN & GONG CUILING EXISTING ZONING: MH EXISTING LAND USE: INDUSTRIAL PROPERTY ADDRESS: 1220 TIMBERLINE CT. DECKER, HARRISON SURVEY ABSTRACT 438 TRACT 1B05 OWNER: MCCLELLAN TOMMIE LEE EXISTING ZONING: MH EXISTING LAND USE: INDUSTRIAL PROPERTY ADDRESS: 1216 TIMBERLINE CT. DECKER, HARRISON SURVEY ABSTRACT 438 TRACT 1B05B OWNER: JOLLY MALWINDER BAWA EXISTING ZONING: MH EXISTING LAND USE: INDUSTRIAL PROPERTY ADDRESS: 1214 TIMBERLINE CT. DECKER, HARRISON SURVEY ABSTRACT 438 TRACT 1B12A OWNER: JOLLY MALWINDER BAWA EXISTING ZONING: MH EXISTING LAND USE: INDUSTRIAL PROPERTY ADDRESS: 1214 TIMBERLINE CT. DECKER, HARRISON SURVEY ABSTRACT 438 TRACT 1B12A OWNER: ZEM PROPERTIES INC EXISTING ZONING: MH EXISTING LAND USE: MIXED USE PROPERTY ADDRESS: 1210 TIMBERLINE CT. DECKER, HARRISON SURVEY ABSTRACT 438 TRACT 1B10G RETAINING WALL: HEIGHT VARIES FROM 5' TO 7' MATERIAL SHALL BE STONE WALL TO MATCH BLDG FACADE RETAINING WALL: HEIGHT VARIES FROM 0' TO 5.5' MATERIAL SHALL BE STONE WALL TO MATCH BLDG FACADE EXISTING 8' HIGH WOOD SCREENING FENCE AT PROPERTY LINE EXISTING 8' HIGH WOOD SCREENING FENCE AT PROPERTY LINE PROPOSED 8' HIGH WOOD SCREENING FENCE AT PROPERTY LINE PROPOSED 8' HIGH WOOD SCREENING FENCE AT PROPERTY LINE DUMPSTER ENCLOSRE: HEIGHT: 8'-0" MATERIAL: 10" THICK STONE WALL TO MATCH BLDG FACADE DETENTION POND OUTFALL STRUCTURE SEE DETAIL SHEET 280 5/8" IR "ANA" CAP N=7022181.25 E=2392018.28 EL=625.42 SITE SUMMARY TABLE EXISTING ZONING:MH - MANUFACTURED HOUSING EXISTING LAND USE:1211 TIMBERLINE=MIXED USE 1213, 1215, 1217 TIMBERLINE=INDUSTRIAL PROPOSED ZONING:I1 - LIGHT INDUSTRIAL PROPOSED LAND USE:MIXED USE - OFFICE & WAREHOUSE GROSS SITE ACREAGE:1.78 ACRES (77,672 SQ FT.) NUMBER OF PROPOSED LOTS:1 PERCENTAGE OF SITE LAND COVER:PAVEMENT=34.​1%, SIDEWALK=4.​3% LANDSCAPING=28%, BUILDING=33.​6% BUILDING FOOTPRINT SIZE:PHASE 2 BLDG = 10,442 SF : PHASE 3 BLDG=15,​762 SF NUMBER OF STORIES:1 MAXIMUM BUILDING HEIGHT:22'-0" AREA OF OPEN SPACE:21,748.​2 SQ. FT. PERCENTAGE OF OPEN SPACE:28.0% OF THE PROJECT SITE AREA OF IMPERVIOUS LAND COVER 55,923.​8 SQ. FT. PERCENTAGE OF IMPERVIOUS LAND COVER 72.0% OF THE PROJECT SITE PROPOSED FLOOR AREA PHASE 2 BUILDING OFFICE AREA = 1,566.​3 SF BASED ON BUILDING USE PHASE 2 BUILDING WAREHOUSE AREA = 8,875.​7 SF PHASE 2 BUILDING TOTAL AREA = 10,442 SF PHASE 3 BUILDING OFFICE AREA = 2,351.​7 SF PHASE 3 BUILDING WAREHOUSE AREA = 13,326.​3 SF PHASE 3 BUILDING TOTAL AREA = 15,678 SF REQUIRED PARKING: OFFICE AREA: (1/300) SPACES:PHASE 2 = 6 SPACES : PHASE 3 = 8 SPACES WAREHOUSE AREA: (1/1000) SPACES PHASE 2 = 9 SPACES : PHASE 3 = 14 SPACES PHASE 2 TOTAL 15 SPACES : PHASE 3 TOTAL = 22 SPACES PHASES 2&3 TOTAL REQUIRED PARKING = 37 SPACES ADA PARKING REQUIREMENTS TOTAL PHASE 2 MUST INCLUDE 2 SPACES WITH AT LEAST 1 VAN ACCESSIBLE TOTAL PHASES 2&3 MUST INCLUDE 3 SPACES WITH AT LEAST 1 VAN ACCESSIBLE PROVIDED PARKING:PHASE 2 : 35 SPACES AS FOLLOWS 35 REGULAR SPACES, 1 HC SPACE AND 1 VAN ACCESSIBLE SPACE PHASES 2&3 : 51 SPACES AS FOLLOWS 51 REGULAR SPACES, 1 HC SPACE AND 2 VAN ACCESSIBLE SPACE ANTICIPATED SCHEDULE OF DEVELOPMENT:PHASE 2 - JULY 2020 PHASE 3 - JULY 2022 5/26/2020 A.N.A. PROJECT NO.: 14-0432 SHEET No.: NO . DA T E : RE V I S I O N D E S C R I P T I O N S : CO N S U L T A N T S , L . L . C . EN G I N E E R S † S U R V E Y O R S PE # Name Date PRELIMINARY FOR REVIEW ONLY These documents are for design review and not intended for construction, bidding or permit purposes. They were prepared by, or under supervision of: ALEX SRUR 127967 A. N . A . C O N S U L T A N T S , L EN G I N E E R S a n d S U R V E Y O R S 50 0 0 T h o m p s o n T e r r a c e , C o l l e y v i l l e , T X 76 0 3 4 Te l : 8 1 7 . 3 3 5 . 9 9 0 0 F a x : 8 1 7 . 3 3 5 . 9 9 5 5 TB P E F i r m N o . : 2 0 TB P L S F i r m N o . : 1 0 0 9 0 8 0 0 ZE M A D D I T I O N P H A S E 2 12 1 1 , 1 2 1 3 , 1 1 5 , 1 2 1 7 T I M B E R L I N E C T . CI T Y O F S O U T H L A K E TA R R A N T C O U N T Y , T E X A S CI T Y C A S E N O . Z A 2 0 - 0 0 2 8 DE C K E R , H A R R I S O N S U R V E Y A B S T R A C T 4 3 8 TR A C T S : 1 B 1 4 & 1 B 6 E , 1 B 1 5 & 1 B 6 F , 1 B 1 7 & 1 B 6 H , 1 B & 1 B 6 C4.0 CI T Y G E N E R A L N O T E S PUBLIC WORKS DEPARTMENT GENERAL NOTES: 1.ALL CONSTRUCTION SHALL BE IN STRICT ACCORDANCE WITH THE STANDARDS OF THE CITY OF SOUTHLAKE AND GOVERNED BY THE NORTH CENTRAL TEXAS COUNCIL OF GOVERNMENT'S STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION LATEST EDITION. 2.ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE CITY OF SOUTHLAKE STANDARDS WHERE THEY DIFFER FROM NCTCOG STANDARDS. 3.THE TEXAS DEPARTMENT OF TRANSPORTATION (TXDOT) MUST APPROVE ANY WORK TO BE DONE IN THE STATE HIGHWAY RIGHT-OF-WAY. AN APPLICATION AND APPROPRIATE PLANS MUST BE SUBMITTED DIRECTLY TO TXDOT FOR REVIEW. 4.A PERMIT IS REQUIRED TO CUT A CITY STREET OR WORK WITHIN THE RIGHT-OF-WAY. THE PERMIT IS ISSUED BY THE PUBLIC WORKS DEPARTMENT. 5.THE LOCATION OF UNDERGROUND FACILITIES INDICATED ON THE PLANS IS TAKEN FROM PUBLIC RECORDS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAKE ARRANGEMENTS WITH THE OWNERS OF SUCH UNDERGROUND FACILITIES PRIOR TO WORKING IN THE AREA TO CONFIRM THEIR EXACT LOCATION AND TO DETERMINE WHETHER ANY ADDITIONAL FACILITIES OTHER THAN THOSE SHOWN ON THE PLANS MAY BE PRESENT. THE CONTRACTOR SHALL PRESERVE AND PROTECT ALL UNDERGROUND FACILITIES. IF EXISTING UNDERGROUND UTILITIES ARE DAMAGED, THE CONTRACTOR WILL BE RESPONSIBLE FOR THE COST OF REPAIRING THE UTILITY. UNDERGROUND FACILITY OWNER TELEPHONE NUMBER ABOVE NET FIBER (214) 869-8352 AT&T (214) 745-2964 AT&T TEXAS (CALL DIGTESS)(800) 344-8377 ATMOS ENERGY (817) 359-1313 CHARTER COMMUNICATIONS (817) 822-8745 CITY OF SOUTHLAKE (817) 748-8082 DIGTESS (LINE LOCATES)(800) 344-8377 LEVEL (3) COMMUNICATIONS (877) 366-8344 ONCOR ELECTRIC DELIVERY (817) 215-6688 ONE SOURCE COMMUNICATIONS (817) 692-6042 TRI COUNTY ELECTRIC (817) 431-1541 VERIZON ENGINEERING (972) 578-3354 6.WHERE EXISTING UTILITIES OR SERVICE LINES ARE CUT, BROKEN OR DAMAGED, THE CONTRACTOR SHALL REPLACE OR REPAIR THE UTILITIES OR SERVICE LINES WITH THE SAME TYPE OF ORIGINAL MATERIAL AND CONSTRUCTION, OR BETTER, UNLESS OTHERWISE SHOWN OR NOTED ON THE PLANS, AT HIS OWN COST AND EXPENSE. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER AT ONCE OF ANY CONFLICTS IN GRADES AND ALIGNMENT. 7.ALL EXCAVATIONS, TRENCHING AND SHORING OPERATIONS SHALL COMPLY WITH THE REQUIREMENTS OF THE U. S. DEPARTMENT OF LABOR, OSHA, "CONST. SAFETY AND HEALTH REGULATIONS.", VOL. 29, SUBPART P. PG. 128 - 137, AND ANY AMENDMENTS THERETO. 8.ADEQUATE MEASURES SHALL BE TAKEN TO PREVENT EROSION. IN THE EVENT THAT SIGNIFICANT EROSION OCCURS AS A RESULT OF CONSTRUCTION THE CONTRACTOR SHALL RESTORE THE ERODED AREA TO ORIGINAL CONDITION OR BETTER. 9.THE CONTRACTOR SHALL RESTORE ALL AREAS DISTURBED BY CONSTRUCTION TO ORIGINAL CONDITION OR BETTER. RESTORED AREAS INCLUDE, BUT ARE NOT LIMITED TO TRENCH BACKFILL, SIDE SLOPES, FENCES, CULVERT PIPES, DRAINAGE DITCHES, DRIVEWAYS, PRIVATE YARDS AND ROADWAYS. 10.ANY CHANGES NEEDED AFTER CONSTRUCTION PLANS HAVE BEEN RELEASED, SHALL BE APPROVED BY THE CITY ENGINEER. THESE CHANGES MUST BE RECEIVED IN WRITING FROM THE FROM THE DESIGN ENGINEER. THE DIRECTOR OF PUBLIC WORKS SHALL APPROVE ANY DEVIATIONS FROM STATE REGULATIONS. 11.THE CONTRACTOR SHALL PROVIDE "RED LINED" MARKED PRINTS TO THE ENGINEER PRIOR TO FINAL INSPECTION INDICATING ALL CONSTRUCTION WHICH DEVIATED FROM THE PLANS OR WAS CONSTRUCTED IN ADDITION TO THAT INDICATED ON THE PLANS. 12.THE CONTRACTOR MUST FIELD VERIFY EXISTING SERVICE LOCATIONS PRIOR TO INSTALLING NEW SERVICES. WHEN INSTALLING A NEW WATER LINE, ALL EXISTING SERVICES MUST BE CONNECTED TO THE NEW LINE. 13.THE CONTRACTOR SHALL KEEP RECORDS FOR RECORD DRAWINGS AND SHALL SUBMIT MARKUPS TO THE CITY INSPECTOR PRIOR TO SCHEDULING A FINAL WALKTHROUGH INSPECTION. 14.PRIOR TO CONSTRUCTION, A PRE-CONSTRUCTION MEETING SHALL BE HELD WITH REPRESENTATIVES FROM ALL CONTRACTORS, THE ENGINEER AND THE CITY OF SOUTHLAKE. 15.ALL CONSTRUCTION MUST ADHERE TO THE TREE PRESERVATION ORDINANCE. GENERAL NOTES - WATER IMPROVEMENTS: 1.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 NSF SEAL, PRESSURE TESTED AND DISINFECTED IN ACCORDANCE WITH NCTCOG STD. SPECS. WATER MAINS TO HAVE A MINIMUM OF 42” COVER TO THE TOP OF PIPE. SERVICE LINE CONNECTORS SHALL BE COMPRESSION-TYPE WITH STAINLESS STEEL TUBE LINERS. 4.ALL WATER LINES NOT UNDER PAVEMENT TO BE ENCASED IN SAND AND BACKFILL SHALL BE SELECT MATERIAL COMPACTED TO 95% STANDARD PROCTOR DENSITY. PIPE INCLUDING SERVICES UNDER PUBLIC PAVEMENT REQUIRES CEMENT TREATED SAND BACKFILL. 5.WATER SERVICES SHOULD BE LOCATED 10’ UPSTREAM OF THE SANITARY SEWER SERVICES. EACH LOCATION IS TO 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 (MUELLER, M&H, OR WATEROUS ONLY) TO BE EQUIPPED WITH A 6" GATE VALVE AND BOX. HYDRANTS SHALL BE INSTALLED WITH A 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 PAVING CONTRACTOR. THE PAVING CONTRACTOR SHALL CONSTRUCT A TYPICAL CONCRETE BLOCK OUT PER DETAIL ON SHEET. 11.FIRE HYDRANTS SHALL BE EQUIPPED WITH 4-1/2" X 5" STORZ ADAPTER CONNECTION WITH BUTTERFLY VALVES. 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 (MUELLER, M&H, OR WATEROUS ONLY) INSTALLED 4’ AND DEEPER, EXTENSION WITH CENTER RING 2’ OR LESS IS REQUIRED. 15.TAPPING SADDLES MUST BE ALL STAINLESS STEEL. GENERAL NOTES - SANITARY SEWER IMPROVEMENTS: 1.SANITARY SEWER PVC PIPE SHALL BE SDR 35 IF DEPTH OF LINE IS 10’ OR LESS AND SDR 26 IF DEPTH OF LINE IS GREATER 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% STANDARD PROCTOR DENSITY. PIPE, INCLUDING SERVICES UNDER PUBLIC PAVEMENT REQUIRES CEMENT TREATED SAND BACKFILL. 3.AFTER COMPLETION OF ALL TESTING (I.E. MANDREL & AIR) CONTRACTOR SHALL PERFORM A TELEVISION INSPECTION AND PROVIDE VIDEOTAPE TO THE PUBLIC WORKS DEPARTMENT. DEFLECTION TESTING SHALL BE PERFORMED 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. THE SERVICE 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 PIPE CROSSINGS. 6.CONTRACTOR TO PLACE A 3/4" PLYWOOD FALSE BOTTOM IN ALL SANITARY SEWER MANHOLES BEFORE PAVING CONTRACTOR 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 TO FINISHED GRADE AT TIME OF PAVING. EACH SHALL HAVE A TYPICAL CONCRETE BLOCK-OUT CONSTRUCTED PER STANDARD 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 ADJACENT LIFTS 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 ALL RESULTS ON A PLAN AND PROFILE SHEET PRIOR TO TRENCH ACCEPTANCE. THE PAVING CONTRACTOR SHALL NOT BEGIN WORK UNTIL THE CITY OF SOUTHLAKE HAS APPROVED ALL TRENCH WORK. 9.ALL MANHOLES SHALL BE VACUUMED TESTED. 10.ANY TIE-IN TO AN EXISTING MANHOLE MUST BE CORED. (NO BREAKOUTS ALLOWED) CORE SHALL BE 2” LARGER THAN PIPE SIZE 11.ONLY RIDGED SADDLES APPROVED. (NO RUBBER SADDLES). 12.FILTER FABRIC TO BE INSTALLED OVER CHAT ROCK. 13.MANHOLE MUST BE RAISED 1/4 INCH PER FOOT BEHIND CURB. 14.NO FLAT TOPS UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. 15.INFLOW LINES OVER 16” OFF THE FLOOR MUST HAVE INTERNAL DROP WITH RELINER AND STAINLESS-STEEL STRAPS. 16.INVERT IS TO BE REWORKED, WHEN TYING TO EXISTING MANHOLES. 17.OUTFALL MANHOLE AND THE 2 DOWNSTREAM MANHOLES MUST BE SPRAYED WITH RAVEN LINER. (MINIMUM 125 MIL THICK) 18.3” BUTYL RUBBER MUST BE USED UNDER RING THE FIRST RISER RING. 19.3/8” BUTYL RUBBER MUST BE USED BETWEEN LAD-TECH RISER RINGS. 20.CRETEX IS APPROVED EQUAL AND MUST HAVE SEALANT BETWEEN RISER RINGS. 21.LAD-TECH AND CRETEX ARE THE ONLY APPROVED MATERIALS FOR GRADE ADJUSTMENT. 22.45-DEGREE BENDS TO BE USED AT THE BOTTOM OF AN INTERNAL DROP TO DIRECT FLOW DOWNSTREAM. 23.ALL INTERNAL DROPS MUST BE ONE SIZE LARGER THAN PIPE DIAMETER COMING IN. 24.ONLY NON-SHRINK GROUT TO BE USED FOR MINOR PATCHING INSIDE MANHOLES. GENERAL NOTES - PAVING IMPROVEMENTS: 1.ALL FILL SHALL BE COMPACTED TO A DENSITY OF AT LEAST NINETY-FIVE (95%) PERCENT STANDARD PROCTOR AS PER ASTM D 698 AT OR ABOVE OPTIMUM MOISTURE CONTENT. LIFTS SHALL BE AS SPECIFIED PER THE SOILS LAB RECOMMENDATION AND AS APPROVED BY THE CITY. ALL FILL SHALL BE TESTED AS INSTALLED AND CERTIFIED BY AN APPROVED SOILS LABORATORY 2.ALL STREETS, UNLESS ALTERNATIVE DESIGN IS SUBMITTED BY LAB, DESIGNED BY THE TRIAXIAL METHOD AS SPECIFIED IN TEXAS HIGHWAY DEPARTMENT REQUIREMENTS AND APPROVED BY THE CITY OF SOUTHLAKE, SHALL BE CONSTRUCTED ON A MINIMUM OF (6") INCHES OF STABILIZED SUBGRADE (LIME OR CEMENT) AS SOIL TESTS INDICATE. COMPACTION SHALL BE NINETY-FIVE (95%) PERCENT DENSITY AS PER AASHTO DESIGNATION T180. DENSITY TESTS SHALL BE TAKEN EVERY 1,000 SQUARE YARDS OR LESS, AS REQUIRED BY CITY INSPECTOR. 3.THE SUB-GRADE SHALL BE PROOF ROLLED AND OBSERVED BY THE CONSTRUCTION INSPECTOR PRIOR TO AND AFTER SUB-GRADE STABILIZATION. 4.CURB AND GUTTER SHALL CONSIST OF STEEL REINFORCED CONCRETE AND SHALL BE SIX (6") INCHES HIGH AND THIRTY (30") INCHES WIDE. 5.THE PARKWAYS AND STREETS SHALL BE ROUGH CUT TO A PLUS OR MINUS ONE-TENTH (0.1') FEET OF THEIR RESPECTIVE FINAL GRADES. 6.CONSTRUCTION OF WHEEL CHAIR RAMPS WILL BE THE RESPONSIBILITY OF THE PAVING CONTRACTOR AT THE TIME OF PUBLIC IMPROVEMENTS. 7.INDIVIDUAL WATER AND SEWER SERVICES AND WATER VALVES SHALL HAVE A SUITABLE MARKER ("W" FOR WATER, "S" FOR SANITARY SEWER AND “V” FOR VALVES) STAMPED ON THE FACE OF THE CURB, OR IF NO CURB IS CONSTRUCTED, ON THE TOP OF THE PAVEMENT. THE MARKS SHALL BE A MINIMUM OF TWO (2") INCHES IN HEIGHT AND WIDTH. WATER SERVICES SHALL BE LOCATED 10’ UPSTREAM FROM THE SANITARY SEWER SERVICE, WITH THE SEWER SERVICE AT THE CENTER OF THE FRONT OF THE LOT. 8.THE CONTRACTOR SHALL PROCEED WITH PAVING NO MORE THAN SEVENTY-TWO (72) HOURS AFTER DENSITY / MOISTURE TESTS HAVE BEEN TAKEN AND PASSED BY A REGULAR TESTING FIRM. COPIES OF THE TEST RESULTS TEST RESULTS SHALL BE FURNISHED TO THE CITY. IN THE EVENT PAVING OPERATIONS HAVE NOT COMMENCED WITHIN THE SEVENTY-TWO-(72) HOUR LIMIT, A RETEST SHALL BE REQUIRED AT THE CONTRACTOR'S EXPENSE. 9.MANHOLE RIM ELEVATIONS, CLEAN-OUTS, VALVE BOXES, FIRE HYDRANTS, ETC. SHALL BE ADJUSTED TO FINISHED GRADE BY THE PAVING CONTRACTOR AT THE TIME OF PAVING. 10.THE PAVING CONTRACTOR SHALL BE RESPONSIBLE FOR ALL "PERMANENT SURVEY REFERENCE MONUMENTS" AS DESCRIBED IN THE SUBDIVISION ORDINANCE INCLUDING CONCRETE MONUMENTS AT ALL BOUNDARY CORNERS. 11.THE PAVING CONTRACTOR SHALL INSTALL A BLUE REFLECTOR IN THE STREET CENTERLINE AT THE LOCATION OF EACH FIRE HYDRANT. GENERAL NOTES - STORM DRAINAGE IMPROVEMENTS: 1.ALL STORM SEWER AND CULVERT PIPE AND FITTINGS SHALL BE ASTM C76, CLASS III REINFORCED CONCRETE PIPE (RCP), INSTALLED WITH COMPRESSIVE TYPE JOINTS. 2.AFTER COMPLETION OF ALL STORM SEWER INSTALLATION, THE CONTRACTOR SHALL PERFORM A TELEVISION INSPECTION AND PROVIDE A VIDEOTAPE TO THE PUBLIC WORKS DEPARTMENT. 3.INSTALL A BENCHMARK ON A DRAINAGE STRUCTURE WITHIN OR NEAR THE SITE. A LETTER INCLUDING THE LOCATION AND ELEVATION OF THE BENCHMARK MUST BE SUBMITTED TO PUBLIC WORKS PRIOR TO THE FINAL ACCEPTANCE OF THE PROJECT. 4.STORM SEWER PIPES LARGER THAN 36" MUST BE WIPED WITH NON-SHRINK GROUT AFTER INSPECTION AND APPROVAL. N 8 9 ° 3 1 ' 1 0 " E 2 4 5 . 2 3 ' S00°53'26"E 316.21' S8 9 ° 3 2 ' 3 6 " W 24 6 . 1 3 ' N00°43'39"W 316.11' TIMBERLINE CT. EX ASPHALT PAVEMENT 60' PUBLIC ROW 278 PK NAIL N=7021991.00 E=2391744.17 EL=635.01 280 5/8" IR "ANA" CAP N=7022181.25 E=2392018.28 EL=625.42 277 PK NAIL N=7022135.87 E=2391741.36 EL=631.66 1 PK NAIL N=7022460.90 E=2391737.76 EL=618.59 2 60D SET N=7022363.35 E=2391975.14 EL=620.97 279 5/8" IR "ANA" CAP N=7022017.76 E=2391894.21 EL=635.19 OWNER: TEXMNG LLC. PROPERTY ADDRESS: 1219 TIMBERLINE CT. DECKER, H #438 ADDITION LOT 8 OWNER: ZEM PROPERTIES INC. PROPERTY ADDRESS: 1207 TIMBERLINE CT. DECKER, H #438 ADDITION LOT 12 EXISTING TREE TO BE REMOVED TYP. EXISTING TREE TO BE REMOVED TYP. EXISTING CONCRETE PAVEMENT TO BE REMOVED EXISTING FENCE TO BE REMOVED EXISTING TREES TO BE PROTECTED TYP. EXISTING TREES TO BE PROTECTED TYP. 5/26/2020 A.N.A. PROJECT NO.: 14-0432 SHEET No.: NO . DA T E : RE V I S I O N D E S C R I P T I O N S : CO N S U L T A N T S , L . L . C . EN G I N E E R S † S U R V E Y O R S PE # Name Date PRELIMINARY FOR REVIEW ONLY These documents are for design review and not intended for construction, bidding or permit purposes. They were prepared by, or under supervision of: ALEX SRUR 127967 A. N . A . C O N S U L T A N T S , L EN G I N E E R S a n d S U R V E Y O R S 50 0 0 T h o m p s o n T e r r a c e , C o l l e y v i l l e , T X 76 0 3 4 Te l : 8 1 7 . 3 3 5 . 9 9 0 0 F a x : 8 1 7 . 3 3 5 . 9 9 5 5 TB P E F i r m N o . : 2 0 TB P L S F i r m N o . : 1 0 0 9 0 8 0 0 ZE M A D D I T I O N P H A S E 2 12 1 1 , 1 2 1 3 , 1 1 5 , 1 2 1 7 T I M B E R L I N E C T . CI T Y O F S O U T H L A K E TA R R A N T C O U N T Y , T E X A S CI T Y C A S E N O . Z A 2 0 - 0 0 2 8 DE C K E R , H A R R I S O N S U R V E Y A B S T R A C T 4 3 8 TR A C T S : 1 B 1 4 & 1 B 6 E , 1 B 1 5 & 1 B 6 F , 1 B 1 7 & 1 B 6 H , 1 B & 1 B 6 GRAPHIC SCALE IN FEET 6040200 C5.0 DE M O L I T I O N P L A N N OWNER: EXPLORER PIPELINE CO. PROPERTY ADDRESS: 2200 MUSTANG CT. DECKER, HARRISON SURVEY ABSTRACT 438 TRACT 1B01A OWNER: MAGELLAN PIPELINE TERMINALS LP. PROPERTY ADDRESS: 1900 STATE HWY 26 DECKER, HARRISON SURVEY ABSTRACT 438 TRACT 1B01 CAUTION !!! EXISTING OVERHEAD ELECTRIC IN THIS AREA CAUTION !!! EXISTING GAS IN THIS AREA CAUTION !!! EXISTING UNDERGROUND TELEPHONE CABLE LINE IN THIS AREA OWNER: GUO HONGLIN & GONG CUILING PROPERTY ADDRESS: 1220 TIMBERLINE CT. DECKER, HARRISON SURVEY ABSTRACT 438 TRACT 1B05 OWNER: MCCLELLAN TOMMIE LEE PROPERTY ADDRESS: 1216 TIMBERLINE CT. DECKER, HARRISON SURVEY ABSTRACT 438 TRACT 1B05B OWNER: JOLLY MALWINDER BAWA PROPERTY ADDRESS: 1214 TIMBERLINE CT. DECKER, HARRISON SURVEY ABSTRACT 438 TRACT 1B12A OWNER: JOLLY MALWINDER BAWA PROPERTY ADDRESS: 1214 TIMBERLINE CT. DECKER, HARRISON SURVEY ABSTRACT 438 TRACT 1B12A OWNER: ZEM PROPERTIES INC PROPERTY ADDRESS: 1210 TIMBERLINE CT. DECKER, HARRISON SURVEY ABSTRACT 438 TRACT 1B10G N 8 9 ° 3 1 ' 1 0 " E 2 4 5 . 2 3 ' S00°53'26"E 316.21' S8 9 ° 3 2 ' 3 6 " W 24 6 . 1 3 ' N00°43'39"W 316.11' PH A S E 2 PH A S E 3 PH A S E 2 PH A S E 3 TIMBERLINE CT. EX ASPHALT PAVEMENT 60' PUBLIC ROW OWNER: ZEM PROPERTIES INC. PROPERTY ADDRESS: 1207 TIMBERLINE CT. DECKER, H #438 ADDITION LOT 12 10' LANDSCAPE BUFFER YARD TYPE "F1" 278 PK NAIL N=7021991.00 E=2391744.17 EL=635.01 280 5/8" IR "ANA" CAP N=7022181.25 E=2392018.28 EL=625.42 277 PK NAIL N=7022135.87 E=2391741.36 EL=631.66 1 PK NAIL N=7022460.90 E=2391737.76 EL=618.59 2 60D SET N=7022363.35 E=2391975.14 EL=620.97 279 5/8" IR "ANA" CAP N=7022017.76 E=2391894.21 EL=635.19 EX WATER METER AND SERVICE TO REMAIN FOR IRRIGATION PROP 1" WATER METER TO SERVE PHASE 3 EX 8" WATER LINE EX WATER METER AND SERVICE TO REMAIN FOR IRRIGATION 30' R 3 0 ' R 3 0 ' R 30' R 14 P A R K I N G S P A C E S @ 9 ' = 1 2 6 ' 17 P A R K I N G S P A C E S @ 9 ' = 1 5 3 ' 2 ' R 11 ' 5' 18' TYP. 18' TYP. 2'R PROP 5' UTIL. ESMT. PROP 5' UTIL. ESMT. EX 5 0 ' PR I V A T E I N G R E S S & E G R E S S E S M T . EX 1 5 ' UT I L . E S M T . EX 3 5 ' DR A I N A G E E S M T . EX 5' UTIL. ESMT. EX 15' UTIL. ESMT. EX 6" WATER LINEEX 6" WATER LINE EX 6" WATER LINE EX 8" SANITARY SEWER EX 8" SANITARY SEWER EX 8 " W A T E R L I N E EX 5' UTIL. ESMT. 40' FRONT YARD SETBACK 40' FRONT YARD SETBACK 23 . 3 ' P V M T 23 ' P V M T 26' PROP 15' UTIL. ESMT. PR O P 1 5 ' UT I L . E S M T . PROP 15' UTIL. ESMT. FUTURE PHASE 3 DUMPSTER ENCLOSURE LOCATION 70' 15.1' 15.1' N:7022043.75 E:2391970.01 N:7022149.30 E:2391969.12 N:7022042.61 E:2391823.46 N:7022148.24 E:2391822.12 N:7022287.92 E:2391972.12 N:7022286.65 E:2391820.55N:7022218.07 E:2391821.12 N:7022219.34 E:2391972.70 40 ' B U I L D I N G SE T B A C K 40 ' B U I L D I N G SE T B A C K PROP BUILDING ENTRANCE TYP. 106' 15 1 ' FUTURE PHASE 3 BUILDING SINGLE STORY RIGID FRAME STRUCTURE TYPE II-B (FIRE SPRINKLER SYS.) 15,678 SF GFA L.U.D. = MIXED USE FFE=633.70 BUILDING HEIGHT = 22'-0" 68' 15 4 ' PROPOSED PHASE 2 BUILDING SINGLE STORY RIGID FRAME STRUCTURE TYPE II-B (FIRE SPRINKLER SYS.) 10,442 SF GFA L.U.D. = MIXED USE FFE=631.95 BUILDING HEIGHT = 22'-0" OWNER: ZEM PROPERTIES INC. PROPERTY ADDRESS: 1211, 1213, 1215, 1217 TIMBERLINE CT. DECKER, HARRISON SURVEY ABSTRACT 438 TRACTS: 1B14 & 1B6E, 1B15 & 1B6F, 1B17 & 1B6H, 1B & 1B6 9' 15 ' 22' PROP DUMPSTER ENCLOSURE LOCATION PROP 1" WATER METER PROP 5' WIDE CURB OPENING 5' LANDSCAPE BUFFER YARD TYPE "A" PROP 45' WIDE PRIVATE DRAINAGE EASEMENT DETENTION POND LIMITS 11 ' 7' 2 ' R 30 ' R PHASE 2 TYP. PARKING TO BE RE-STRIPED IN PHASE 3 AS ADA PARKING PH A S E 2 PH A S E 3 PR O P 1 5 0 ' F I R E L A N E PROP 24' WIDTH FIRE LANE 2 ' R 30 ' 30 ' 56 . 3 ' 51 . 7 ' 51 . 2 ' 42 . 3 ' 42 . 3 ' 42 . 5 ' 42 . 2 ' 40' FRONT YARD SETBACK 15 ' S I D E Y A R D S E T B A C K 15 ' S I D E Y A R D S E T B A C K 15 ' S I D E Y A R D S E T B A C K 15 ' S I D E Y A R D S E T B A C K 15 ' S I D E Y A R D S E T B A C K 10' REAR YARD SETBACK 10' REAR YARD SETBACK RI D G E H E I G H T = 2 2 ' - 0 " RI D G E H E I G H T = 2 2 ' - 0 " RI D G E H E I G H T = 2 2 ' - 0 " 5' 5' 5' 4.8' 4.8' 5' 5.1' 5' 5.2' 7. 4 ' 40 ' 2'R 40 ' 30 ' FUTURE 24' DRIVEWAY 30 ' EX GRAVEL DRIVEEX GRAVEL DRIVE EX GRAVEL DRIVEEX GRAVEL DRIVE EX GRAVEL DRIVE EXISTING WROUGHT IRON FENCE TO REMAIN EXISTING WROUGHT IRON FENCE TO REMAIN EXISTING WROUGHT IRON FENCE TO REMAIN FUTURE SLIDING DOOR WROUGHT IRON GATE PROP SLIDING DOOR WROUGHT IRON GATE 24' DRIVEWAY N:7022184.79 E:2392006.39N:7022143.09 E:2392007.04 N0°53'26"W 41.70' S8 9 ° 3 1 ' 1 6 " W 2 4 2 . 9 1 ' 84'N:7022182.72 E:2391763.49 69.8' OWNER: TEXMNG LLC. PROPERTY ADDRESS: 1219 TIMBERLINE CT. DECKER, H #438 ADDITION LOT 8 5/26/2020 A.N.A. PROJECT NO.: 14-0432 SHEET No.: NO . DA T E : RE V I S I O N D E S C R I P T I O N S : CO N S U L T A N T S , L . L . C . EN G I N E E R S † S U R V E Y O R S PE # Name Date PRELIMINARY FOR REVIEW ONLY These documents are for design review and not intended for construction, bidding or permit purposes. They were prepared by, or under supervision of: ALEX SRUR 127967 A. N . A . C O N S U L T A N T S , L EN G I N E E R S a n d S U R V E Y O R S 50 0 0 T h o m p s o n T e r r a c e , C o l l e y v i l l e , T X 76 0 3 4 Te l : 8 1 7 . 3 3 5 . 9 9 0 0 F a x : 8 1 7 . 3 3 5 . 9 9 5 5 TB P E F i r m N o . : 2 0 TB P L S F i r m N o . : 1 0 0 9 0 8 0 0 ZE M A D D I T I O N P H A S E 2 12 1 1 , 1 2 1 3 , 1 1 5 , 1 2 1 7 T I M B E R L I N E C T . CI T Y O F S O U T H L A K E TA R R A N T C O U N T Y , T E X A S CI T Y C A S E N O . Z A 2 0 - 0 0 2 8 DE C K E R , H A R R I S O N S U R V E Y A B S T R A C T 4 3 8 TR A C T S : 1 B 1 4 & 1 B 6 E , 1 B 1 5 & 1 B 6 F , 1 B 1 7 & 1 B 6 H , 1 B & 1 B 6 GRAPHIC SCALE IN FEET N 6040200 C6.0 DI M E N S I O N A L CO N T R O L P L A N OWNER: EXPLORER PIPELINE CO. PROPERTY ADDRESS: 2200 MUSTANG CT. DECKER, HARRISON SURVEY ABSTRACT 438 TRACT 1B01A 5' LA N D S C A P E BU F F E R Y A R D TY P E " A " OWNER: MAGELLAN PIPELINE TERMINALS LP. EXISTING ZONING: I2 HEAVY INDUSTRIAL EXISTING LAND USE: INDUSTRIAL PROPERTY ADDRESS: 1900 STATE HWY 26 DECKER, HARRISON SURVEY ABSTRACT 438 TRACT 1B01 PR O P 5 ' UT I L . E S M T . EX 5 0 ' PR I V A T E I N G R E S S & E G R E S S E S M T . PROP RETAINING WALL REF. GRADING & LANDSCAPING PLAN PROP RETAINING WALL REF. GRADING & LANDSCAPING PLAN OWNER: GUO HONGLIN & GONG CUILING PROPERTY ADDRESS: 1220 TIMBERLINE CT. DECKER, HARRISON SURVEY ABSTRACT 438 TRACT 1B05 OWNER: MCCLELLAN TOMMIE LEE PROPERTY ADDRESS: 1216 TIMBERLINE CT. DECKER, HARRISON SURVEY ABSTRACT 438 TRACT 1B05B OWNER: JOLLY MALWINDER BAWA PROPERTY ADDRESS: 1214 TIMBERLINE CT. DECKER, HARRISON SURVEY ABSTRACT 438 TRACT 1B12A OWNER: JOLLY MALWINDER BAWA PROPERTY ADDRESS: 1214 TIMBERLINE CT. DECKER, HARRISON SURVEY ABSTRACT 438 TRACT 1B12A OWNER: ZEM PROPERTIES INC PROPERTY ADDRESS: 1210 TIMBERLINE CT. DECKER, HARRISON SURVEY ABSTRACT 438 TRACT 1B10G RETAINING WALL: HEIGHT VARIES FROM 5' TO 7' MATERIAL SHALL BE STONE WALL TO MATCH BLDG FACADE RETAINING WALL: HEIGHT VARIES FROM 0' TO 5.5' MATERIAL SHALL BE STONE WALL TO MATCH BLDG FACADE EXISTING 8' HIGH WOOD SCREENING FENCE AT PROPERTY LINE EXISTING 8' HIGH WOOD SCREENING FENCE AT PROPERTY LINE PROPOSED 8' HIGH WOOD SCREENING FENCE AT PROPERTY LINE PROPOSED 8' HIGH WOOD SCREENING FENCE AT PROPERTY LINE DUMPSTER ENCLOSRE: HEIGHT: 8'-0" MATERIAL: 10" THICK STONE WALL TO MATCH BLDG FACADE NOTES: 1.ALL DIMENSIONS SHOWN ARE TO FACE OF CURB UNLESS INDICATED OTHERWISE. ACCESSIBLE ROUTE NOTES: 1.ALL HANDICAP PARKING AND ACCESS AISLES SHALL HAVE A MAXIMUM SLOPE OF 2% IN ALL DIRECTIONS. 2.ALL ADA ACCESSIBLE ROUTES SHALL HAVE A MAXIMUM CROSS SLOPE OF 2% AND A MAXIMUM LONGITUDINAL SLOPE OF 5%. N 8 9 ° 3 1 ' 1 0 " E 2 4 5 . 2 3 ' S00°53'26"E 316.21' S8 9 ° 3 2 ' 3 6 " W 24 6 . 1 3 ' N00°43'39"W 316.11' PH A S E 2 PH A S E 3 PH A S E 2 PH A S E 3 TIMBERLINE CT. EX ASPHALT PAVEMENT 60' PUBLIC ROW OWNER: ZEM PROPERTIES INC. PROPERTY ADDRESS: 1207 TIMBERLINE CT. DECKER, H #438 ADDITION LOT 12 10' LANDSCAPE BUFFER YARD TYPE "F1" 278 PK NAIL N=7021991.00 E=2391744.17 EL=635.01 280 5/8" IR "ANA" CAP N=7022181.25 E=2392018.28 EL=625.42 277 PK NAIL N=7022135.87 E=2391741.36 EL=631.66 1 PK NAIL N=7022460.90 E=2391737.76 EL=618.59 2 60D SET N=7022363.35 E=2391975.14 EL=620.97 279 5/8" IR "ANA" CAP N=7022017.76 E=2391894.21 EL=635.19 EX WATER METER AND SERVICE TO REMAIN FOR IRRIGATION PROP 1" WATER METER TO SERVE PHASE 3 PR O P . 8 " W A T E R EX 8" WATER LINE EX WATER METER AND SERVICE TO REMAIN FOR IRRIGATION EX FIRE HYDRANT EX FIRE HYDRANT TO BE RELOCATED PROP 5' UTIL. ESMT. PROP 5' UTIL. ESMT. EX 5 0 ' PR I V A T E I N G R E S S & E G R E S S E S M T . EX 1 5 ' UT I L . E S M T . EX 3 5 ' DR A I N A G E E S M T . EX 5' UTIL. ESMT. EX 15' UTIL. ESMT. EX 6" WATER LINEEX 6" WATER LINE EX 6" WATER LINE EX 8" SANITARY SEWER EX 8" SANITARY SEWER EX 8 " W A T E R L I N E EX 5' UTIL. ESMT. 40' FRONT YARD SETBACK 40' FRONT YARD SETBACK PROP 15' UTIL. ESMT. PR O P 1 5 ' UT I L . E S M T . PROP 15' UTIL. ESMT. FUTURE PHASE 3 DUMPSTER ENCLOSURE LOCATION 40 ' B U I L D I N G SE T B A C K 40 ' B U I L D I N G SE T B A C K FUTURE PHASE 3 BUILDING SINGLE STORY RIGID FRAME STRUCTURE TYPE II-B (FIRE SPRINKLER SYS.) 15,678 SF GFA L.U.D. = MIXED USE FFE=633.70 BUILDING HEIGHT = 22'-0" PROPOSED PHASE 2 BUILDING SINGLE STORY RIGID FRAME STRUCTURE TYPE II-B (FIRE SPRINKLER SYS.) 10,442 SF GFA L.U.D. = MIXED USE FFE=631.95 BUILDING HEIGHT = 22'-0" OWNER: ZEM PROPERTIES INC. PROPERTY ADDRESS: 1211, 1213, 1215, 1217 TIMBERLINE CT. DECKER, HARRISON SURVEY ABSTRACT 438 TRACTS: 1B14 & 1B6E, 1B15 & 1B6F, 1B17 & 1B6H, 1B & 1B6 PROP DUMPSTER ENCLOSURE LOCATION PROP 1" WATER METER PROP 5' WIDE CURB OPENING 5' LANDSCAPE BUFFER YARD TYPE "A" PROP 45' WIDE PRIVATE DRAINAGE EASEMENT DETENTION POND LIMITS PROP FIRE HYDRANT PH A S E 2 PH A S E 3 PROP 6" FIRE LINE TO SERVE PHASE 3 PROP. 8" WATER PROP 24' WIDTH FIRE LANE PROP 6" FIRE LINE 42 . 3 ' 42 . 5 ' 40' FRONT YARD SETBACK 15 ' S I D E Y A R D S E T B A C K 15 ' S I D E Y A R D S E T B A C K 15 ' S I D E Y A R D S E T B A C K 15 ' S I D E Y A R D S E T B A C K 15 ' S I D E Y A R D S E T B A C K 10' REAR YARD SETBACK 10' REAR YARD SETBACK FUTURE PHASE 3 4" SS-2 PRIVATE SANITARY SEWER SERVICE PROP 4" SS-1 PRIVATE SANITARY SEWER SERVICE EX GRAVEL DRIVEEX GRAVEL DRIVE EX GRAVEL DRIVEEX GRAVEL DRIVE EX GRAVEL DRIVE EXISTING WROUGHT IRON FENCE TO REMAIN EXISTING WROUGHT IRON FENCE TO REMAIN EXISTING WROUGHT IRON FENCE TO REMAINPROP SLIDING DOOR WROUGHT IRON GATE PROP SAN. SEWER CLEANOUT REF. UTILITY PLAN FUTURE PHASE 3 SAN. SEWER CLEANOUT REF. UTILITY PLAN PROP PARKING CURB STOP PER DETAIL FUTURE PHASE 3 PARKING STALL CURB STOP PROP ADA PARKING STRIPE PER DETAILPARKING SPACE TO BE RE-STRIPED AS ADA SPACE FOR FUTURE PHASE 3 OWNER: TEXMNG LLC. PROPERTY ADDRESS: 1219 TIMBERLINE CT. DECKER, H #438 ADDITION LOT 8 5/26/2020 A.N.A. PROJECT NO.: 14-0432 SHEET No.: NO . DA T E : RE V I S I O N D E S C R I P T I O N S : CO N S U L T A N T S , L . L . C . EN G I N E E R S † S U R V E Y O R S PE # Name Date PRELIMINARY FOR REVIEW ONLY These documents are for design review and not intended for construction, bidding or permit purposes. They were prepared by, or under supervision of: ALEX SRUR 127967 A. N . A . C O N S U L T A N T S , L EN G I N E E R S a n d S U R V E Y O R S 50 0 0 T h o m p s o n T e r r a c e , C o l l e y v i l l e , T X 76 0 3 4 Te l : 8 1 7 . 3 3 5 . 9 9 0 0 F a x : 8 1 7 . 3 3 5 . 9 9 5 5 TB P E F i r m N o . : 2 0 TB P L S F i r m N o . : 1 0 0 9 0 8 0 0 ZE M A D D I T I O N P H A S E 2 12 1 1 , 1 2 1 3 , 1 1 5 , 1 2 1 7 T I M B E R L I N E C T . CI T Y O F S O U T H L A K E TA R R A N T C O U N T Y , T E X A S CI T Y C A S E N O . Z A 2 0 - 0 0 2 8 DE C K E R , H A R R I S O N S U R V E Y A B S T R A C T 4 3 8 TR A C T S : 1 B 1 4 & 1 B 6 E , 1 B 1 5 & 1 B 6 F , 1 B 1 7 & 1 B 6 H , 1 B & 1 B 6 GRAPHIC SCALE IN FEET N 6040200 LEGEND FUTURE PHASE 3 REINFORCED CONCRETE PAVEMENT FUTURE PHASE 3 REINFORCED CONCRETE SIDEWALK PROPOSED LANDSCAPING REF. LANDSCAPING PLANS C7.0 PA V I N G P L A N OWNER: EXPLORER PIPELINE CO. PROPERTY ADDRESS: 2200 MUSTANG CT. DECKER, HARRISON SURVEY ABSTRACT 438 TRACT 1B01A 5' LA N D S C A P E BU F F E R Y A R D TY P E " A " OWNER: MAGELLAN PIPELINE TERMINALS LP. PROPERTY ADDRESS: 1900 STATE HWY 26 DECKER, HARRISON SURVEY ABSTRACT 438 TRACT 1B01 PR O P 5 ' UT I L . E S M T . EX 5 0 ' PR I V A T E I N G R E S S & E G R E S S E S M T . PROP RETAINING WALL REF. GRADING & LANDSCAPING PLAN INSTALL 6" 3,600 PSI REINFORCED CONCRETE PAVEMENT WITH #3 BARS AT 18" OCEW OVER 6" LIME STABILIZED SUBGRADE REF. PAVING DETAIL INSTALL 4" 3,000 PSI REINFORCED CONCRETE PAVEMENT WITH #3 BARS AT 24" OCEW OVER COMPACTED SUBGRADE TO 95% STANDARD PROCTOR DENSITY REF. PAVING DETAIL PROP RETAINING WALL REF. GRADING & LANDSCAPING PLAN OWNER: GUO HONGLIN & GONG CUILING PROPERTY ADDRESS: 1220 TIMBERLINE CT. DECKER, HARRISON SURVEY ABSTRACT 438 TRACT 1B05 OWNER: MCCLELLAN TOMMIE LEE PROPERTY ADDRESS: 1216 TIMBERLINE CT. DECKER, HARRISON SURVEY ABSTRACT 438 TRACT 1B05B OWNER: JOLLY MALWINDER BAWA PROPERTY ADDRESS: 1214 TIMBERLINE CT. DECKER, HARRISON SURVEY ABSTRACT 438 TRACT 1B12A OWNER: JOLLY MALWINDER BAWA PROPERTY ADDRESS: 1214 TIMBERLINE CT. DECKER, HARRISON SURVEY ABSTRACT 438 TRACT 1B12A OWNER: ZEM PROPERTIES INC PROPERTY ADDRESS: 1210 TIMBERLINE CT. DECKER, HARRISON SURVEY ABSTRACT 438 TRACT 1B10G EXISTING 8' HIGH WOOD SCREENING FENCE AT PROPERTY LINE EXISTING 8' HIGH WOOD SCREENING FENCE AT PROPERTY LINE PROPOSED 8' HIGH WOOD SCREENING FENCE AT PROPERTY LINE PROPOSED 8' HIGH WOOD SCREENING FENCE AT PROPERTY LINE INSTALL 7" 3,600 PSI REINFORCED CONCRETE PAVEMENT WITH #3 BARS AT 18" OCEW OVER 6" LIME STABILIZED SUBGRADE REF. PAVING DETAIL N 8 9 ° 3 1 ' 1 0 " E 2 4 5 . 2 3 ' S00°53'26"E 316.21' S8 9 ° 3 2 ' 3 6 " W 24 6 . 1 3 ' N00°43'39"W 316.11' TIMBERLINE CT. EX ASPHALT PAVEMENT 60' PUBLIC ROW 278 PK NAIL N=7021991.00 E=2391744.17 EL=635.01 280 5/8" IR "ANA" CAP N=7022181.25 E=2392018.28 EL=625.42 277 PK NAIL N=7022135.87 E=2391741.36 EL=631.66 1 PK NAIL N=7022460.90 E=2391737.76 EL=618.59 2 60D SET N=7022363.35 E=2391975.14 EL=620.97 279 5/8" IR "ANA" CAP N=7022017.76 E=2391894.21 EL=635.19 EXISTING OFF-SITE DETENTION POND MATCH EX TP=628.07MATCH EX TP=631.57 MATCH EX TP=633.90 MATCH EX TP=634.85 MATCH EX TP=634.84 MATCH EX TP=634.57 MATCH EX TP=630.49 MATCH EX TP=629.14 TC=632.10 GT=631.60 TP=633.00 TP=633.05 TC=635.37 GT=634.87 TC=635.23 GT=634.73TC=635.42 GT=634.92 TC=635.50 GT=635.00 HIGH POINT TC=631.56 GT=631.06 TC=633.62 GT=633.12 TC=631.89 GT=631.39 TC=629.78 GT=629.28 TP=632.09 PHASE 3 FUTURE 1 STORY BUILDING FFE=633.10 TC=632.50 GT=632.00 TC=633.15 GT=632.65 TC=633.29 GT=632.79 TC=632.18 GT=631.68 TP=633.00 TP=633.00 TC=631.33 GT=630.83 TP=632.78 TP=633.86 HIGH POINT TC=632.12 GT=631.62 TC=632.26 GT=631.76 TC=630.99 GT=630.49 PHASE 2 PROPOSED 1 STORY BUILDING FFE=631.80 TP=631.75 TP=631.70 TP=630.70 TP=629.37 TC=631.83 GT=631.33 OWNER: TEXMNG LLC. PROPERTY ADDRESS: 1219 TIMBERLINE CT. DECKER, H #438 ADDITION LOT 8 OWNER: ZEM PROPERTIES INC. PROPERTY ADDRESS: 1207 TIMBERLINE CT. DECKER, H #438 ADDITION LOT 12 OWNER: ZEM PROPERTIES INC. PROPERTY ADDRESS: 1211 TIMBERLINE CT. DECKER, HARRISON SURVEY ABSTRACT 438 LOT: 11 DETENTION POND LIMITSPH A S E 2 PH A S E 3 PH A S E 2 PH A S E 3 PH A S E 2 PH A S E 3 TP=632.96 TP=631.33 TP=632.10 TP=632.64 TP=631.45 TP=631.60 TP=633.00 TP=632.64 TP=631.75 TW=630.45 BW=623.45 TW=628.10 BW=628.75 TW=631.70 BW=625.44 TW=631.70 BW=629.60 TW=631.70 BW=627.80 TW=630.45 GRD=624.87 64.5' 29 . 9 ' TW=630.33 BW=627.73 TW=629.90 BW=625.78 TW=628.78 BW=624.65 TW=628.42 BW=624.19TW=630.56 BW=628.75 TW=630.83 BW=629.00 TW=629.10 BW=629.10 TP=633.00 MATCH EX GRD=635.90 MATCH EX GRD=632.42 MATCH EX GRD=633.53 MATCH EX GRD=630.34 MATCH EX GRD=630.66 TP=633.27 TP=633.54 MATCH EX GRD=634.61 MATCH EX GRD=637.52 TC=631.00 GT=630.50 TW=628.10 BW=623.25 PROP 21" OUTFALL OPENING & RIP RAP FL=622.10 LOW POINT=622.20 TW=628.10 POND BW=623.00 TW=628.10 POND BW=622.50 BW=623.10GRD=623.00 TW=626.25 BW=626.25 TC=630.90 GT=630.40 TC=632.10 GT=631.60 TW=631.70 GRD=631.70 628 629 630 631 632 631 63 1 63 2 6 3 1 63 1 63 0 62 3 62 7 62 5 62 4 62 9 6 3 1 63 2 6 3 1 6 2 8 6 2 7 62 6 62 5 63 0 629 63 1 632 633633 629 62 6 6 3 3 632 6 3 0 6 2 9 629 TW=628.10 POND BW=622.50MATCH EX GRD=629.00 TW=627.10 BW=621.70 TW=630.45 BW=624.95 GRD=631.70 GRD=631.70 GRD=631.70 TC=629.42 GT=628.92 TW=627.10 BW=623.88 631 63 1 63 1 630 629 623 TC=629.33 GT=628.83 6 2 9 630 TP=629.62 630 GRD=631.70 GRD=631.70 TW=631.70 BW=625.24 DETENTION POND OUTFALL STRUCTURE SEE DETAIL SHEET 5/26/2020 A.N.A. PROJECT NO.: 14-0432 SHEET No.: NO . DA T E : RE V I S I O N D E S C R I P T I O N S : CO N S U L T A N T S , L . L . C . EN G I N E E R S † S U R V E Y O R S PE # Name Date PRELIMINARY FOR REVIEW ONLY These documents are for design review and not intended for construction, bidding or permit purposes. They were prepared by, or under supervision of: ALEX SRUR 127967 A. N . A . C O N S U L T A N T S , L EN G I N E E R S a n d S U R V E Y O R S 50 0 0 T h o m p s o n T e r r a c e , C o l l e y v i l l e , T X 76 0 3 4 Te l : 8 1 7 . 3 3 5 . 9 9 0 0 F a x : 8 1 7 . 3 3 5 . 9 9 5 5 TB P E F i r m N o . : 2 0 TB P L S F i r m N o . : 1 0 0 9 0 8 0 0 ZE M A D D I T I O N P H A S E 2 12 1 1 , 1 2 1 3 , 1 1 5 , 1 2 1 7 T I M B E R L I N E C T . CI T Y O F S O U T H L A K E TA R R A N T C O U N T Y , T E X A S CI T Y C A S E N O . Z A 2 0 - 0 0 2 8 DE C K E R , H A R R I S O N S U R V E Y A B S T R A C T 4 3 8 TR A C T S : 1 B 1 4 & 1 B 6 E , 1 B 1 5 & 1 B 6 F , 1 B 1 7 & 1 B 6 H , 1 B & 1 B 6 GRAPHIC SCALE IN FEET 6040200 LEGEND EXISTING MINOR CONTOUR EXISTING MAJOR CONTOUR C8.0 GR A D I N G P L A N N OWNER: EXPLORER PIPELINE CO. PROPERTY ADDRESS: 2200 MUSTANG CT. DECKER, HARRISON SURVEY ABSTRACT 438 TRACT 1B01A OWNER: MAGELLAN PIPELINE TERMINALS LP. PROPERTY ADDRESS: 1900 STATE HWY 26 DECKER, HARRISON SURVEY ABSTRACT 438 TRACT 1B01 TP = TOP OF PAVEMENT ELEVATION TC = TOP OF CURB ELEVATION GT = GUTTER ELEVATION TW = TOP OF WALL BW = BOTTOM OF WALL GRD = GRADE ELEVATION FLOW ARROW HIGH POINT DRAINAGE DIVIDE CAUTION !!! EXISTING OVERHEAD ELECTRIC IN THIS AREA CAUTION !!! EXISTING GAS IN THIS AREA CAUTION !!! EXISTING UNDERGROUND TELEPHONE CABLE LINE IN THIS AREA PROPOSED PHASE 2 CONTOUR588 10' WIDE DETENTION POND MAINTENANCE RAMP TW=628.10 POND BW=623.00 TW=628.10 POND BW=622.83 EMERGENCY SPILLWAY FL=628.05 FUTURE PHASE 3 CALLOUTS SHOWN IN GRAY ·NOT TO BE CONSTRUCTED DURING PHASE 2 N 8 9 ° 3 1 ' 1 0 " E 2 4 5 . 2 3 ' S00°53'26"E 316.21' S8 9 ° 3 2 ' 3 6 " W 24 6 . 1 3 ' N00°43'39"W 316.11' TIMBERLINE CT. EX ASPHALT PAVEMENT 60' PUBLIC ROW 278 PK NAIL N=7021991.00 E=2391744.17 EL=635.01 280 5/8" IR "ANA" CAP N=7022181.25 E=2392018.28 EL=625.42 277 PK NAIL N=7022135.87 E=2391741.36 EL=631.66 1 PK NAIL N=7022460.90 E=2391737.76 EL=618.59 2 60D SET N=7022363.35 E=2391975.14 EL=620.97 279 5/8" IR "ANA" CAP N=7022017.76 E=2391894.21 EL=635.19OWNER: TEXMNG LLC. PROPERTY ADDRESS: 1219 TIMBERLINE CT. DECKER, H #438 ADDITION LOT 8 EXISTING OFF-SITE DETENTION POND PHASE 3 FUTURE 1 STORY BUILDING FFE=633.10 PHASE 2 PROPOSED 1 STORY BUILDING FFE=631.80 EX 8" WATER LINE EX 1 5 ' UT I L . E S M T . 26' PROP 15' UTIL. ESMT. + 1 00 + 2 00 +3 00 PR O P . 8 " W A T E R W L - 1 PV C S D R - 1 8 C - 9 0 0 EX WATER METER AND SERVICE TO REMAIN FOR IRRIGATION 28 LF OF PROP ASPHALT PAVEMENT REPAIR EX WATER METER AND SERVICE TO REMAIN FOR IRRIGATION FUTURE PHASE 3 4" SS-2 PRIVATE SANITARY SEWER SERVICE EX FIRE HYDRANT EX 5 0 ' PR I V A T E I N G R E S S & E G R E S S E S M T . EX 15' UTIL. ESMT. PROP 4" SS-1 PRIVATE SANITARY SEWER SERVICE EX 6" WATER LINEEX 6" WATER LINE EX 6" WATER LINE EX 8" SANITARY SEWER EX 8" SANITARY SEWER EX 8 " W A T E R L I N E TIMBERLINE CT. EX ASPHALT PAVEMENT 60' PUBLIC ROW OWNER: ZEM PROPERTIES INC. PROPERTY ADDRESS: 1207 TIMBERLINE CT. DECKER, H #438 ADDITION LOT 12 OWNER: ZEM PROPERTIES INC. PROPERTY ADDRESS: 1211 TIMBERLINE CT. DECKER, HARRISON SURVEY ABSTRACT 438 LOT: 11 STA. 2+18.11, WL-1 INSTALL: 1-45° BEND N: 7022192.93 E: 2391982.40 STA. 2+08.11, WL-1 INSTALL: 1-45° BEND N: 7022185.75 E: 2391975.44 STA. 1+99.57, WL-1 INSTALL: 1-8"X6" ANCHOR TEE 1-6" GV & BOX 1-FH ASSEMBLY PER CITY STD. DETAIL 16.8LF OF 6" WL N: 7022185.62 E: 2391966.91 STA. 1+35.08, WL-1 INSTALL: 1-8"X6" ANCHOR TEE 1-6" GV & BOX 32.2 LF OF 6" FIRE LINE END FIRE LINE 4' FROM BLDG N: 7022184.65 E: 2391902.42 STA. 0+00.00, WL-1 INSTALL: 1-6"X6" TAPPING SLEEVE AND VALVE 1-8"X6" REDUCER N: 7022182.62 E: 2391767.36 INSTALL: 1-6"X6" CUT IN TEE 1-6" GV & BOX 1-FH ASSEMBLY PER CITY STD. DETAIL 5.3LF OF 6" WL N: 7022152.43 E: 2391767.75 STA. 1+30.08, WL-1 INSTALL: 1-8"X6" ANCHOR TEE 1-6" GV & BOX 30.1 LF OF 6" FIRE LINE END FIRE LINE 4' FROM BLDG N: 7022184.58 E: 2391897.42 STA. 0+42.85, 15.4 LT., WL-1 INSTALL: 1-1" DOM. WATER METER W/ PLASTIC METER BOX PER CITY STD. DETAILS N: 7022198.64 E: 2391809.97 STA. 3+29.24, WL-1 REMOVE EX 8" PLUG CONNECT TO EX 8" WL WITH AN MJ SLEEVE N: 7022304.05 E: 2391980.61 PROP.8" WATER WL-1 STA. 0+81.69, SS-1 INSTALL: END 4" SAN. SEWER SVC. 5' OF BUILDING REF. MEP PLANS FOR CONTINUATION EX GRADE=625.67 PROP 4" FL=621.67 N: 7022281.65 E: 2391816.11 STA. 0+00.00, SS-1 TAP TO EX 8" SS MAIN PER CITY STD. DETAILS BEGIN PROP 4" SS SERVICE EX 8" FL=---.-- CONTRACTOR SHALL VERIFY SIZE LOCATION AND FLOWLINE ELEVATION OF EX. SAN. SEWER MAIN AND SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES N: 7022280.92 E: 2391734.42 STA. 0+43.67, SS-1 INSTALL: 1-SAN. SEWER CLEANOUT PER CITY STD. DETAILS N: 7022281.31 E: 2391778.09PROP 15' UTIL. ESMT. PH A S E 2 PH A S E 3 PH A S E 2 PH A S E 3 PH A S E 2 PH A S E 3 STA. 0+47.88, WL-1 INSTALL: 1-1" DOM. WATER METER W/ PLASTIC METER BOX PER CITY STD. DETAILS N: 7022167.69 E: 2391815.47 PROP 6" FIRE LINE TO SERVE PHASE 3 PROP FIRE HYDRANT PROP 6" FIRE LINE PROP 24' FIRE LANE PR O P 1 5 ' UT I L . E S M T . PROP PHASE 2 FIRE LANE PROP 4" SS-1 SANITARY SEWER SERVICE PUBLIC LINE TO ROW FUTURE PHASE 3 PROP 4" SS-2 SANITARY SEWER SERVICE PUBLIC LINE TO ROW PR O P . 8 " W A T E R W L - 1 PV C S D R - 1 8 C - 9 0 0 PVC SDR-18 C-900 20' 144.8'151.2' EX FIRE HYDRANT TO BE RELOCATED 5/26/2020 A.N.A. PROJECT NO.: 14-0432 SHEET No.: NO . DA T E : RE V I S I O N D E S C R I P T I O N S : CO N S U L T A N T S , L . L . C . EN G I N E E R S † S U R V E Y O R S PE # Name Date PRELIMINARY FOR REVIEW ONLY These documents are for design review and not intended for construction, bidding or permit purposes. They were prepared by, or under supervision of: ALEX SRUR 127967 A. N . A . C O N S U L T A N T S , L EN G I N E E R S a n d S U R V E Y O R S 50 0 0 T h o m p s o n T e r r a c e , C o l l e y v i l l e , T X 76 0 3 4 Te l : 8 1 7 . 3 3 5 . 9 9 0 0 F a x : 8 1 7 . 3 3 5 . 9 9 5 5 TB P E F i r m N o . : 2 0 TB P L S F i r m N o . : 1 0 0 9 0 8 0 0 ZE M A D D I T I O N P H A S E 2 12 1 1 , 1 2 1 3 , 1 1 5 , 1 2 1 7 T I M B E R L I N E C T . CI T Y O F S O U T H L A K E TA R R A N T C O U N T Y , T E X A S CI T Y C A S E N O . Z A 2 0 - 0 0 2 8 DE C K E R , H A R R I S O N S U R V E Y A B S T R A C T 4 3 8 TR A C T S : 1 B 1 4 & 1 B 6 E , 1 B 1 5 & 1 B 6 F , 1 B 1 7 & 1 B 6 H , 1 B & 1 B 6 GRAPHIC SCALE IN FEET 6040200 LEGEND C9.0 UT I L I T Y P L A N N OWNER: EXPLORER PIPELINE CO. PROPERTY ADDRESS: 2200 MUSTANG CT. DECKER, HARRISON SURVEY ABSTRACT 438 TRACT 1B01A OWNER: MAGELLAN PIPELINE TERMINALS LP. PROPERTY ADDRESS: 1900 STATE HWY 26 DECKER, HARRISON SURVEY ABSTRACT 438 TRACT 1B01 CAUTION !!! EXISTING OVERHEAD ELECTRIC IN THIS AREA CAUTION !!! EXISTING GAS IN THIS AREA CAUTION !!! EXISTING UNDERGROUND TELEPHONE CABLE LINE IN THIS AREA NOTES: 1.CONTRACTOR SHALL COORDINATE WITH OWNER AND REF. IRRIGATION PLANS FOR FINAL LOCATION AND SIZE OF IRRIGATION CONDUITS. 2.CONTRACTOR TO UNCOVER AND VERIFY HORIZONTAL AND VERTICAL LOCATION OF EXISTING 8" SANITARY SEWER LINE AND 6" WATER LINE PRIOR TO ANY CONSTRUCTION. 3.PRIVATE SANITARY SEWER SERVICES NEED A PLUMBING PERMIT AND MUST BE INSPECTED BY BUILDING INSPECTIONS PRIOR TO BURIAL. PROPOSED WATER LINE PROPOSED SANITARY SEWER LINE N 8 9 ° 3 1 ' 1 0 " E 2 4 5 . 2 3 ' S00°53'26"E 316.21' S8 9 ° 3 2 ' 3 6 " W 24 6 . 1 3 ' N00°43'39"W 316.11' TIMBERLINE CT. EX ASPHALT PAVEMENT 60' PUBLIC ROW 278 PK NAIL N=7021991.00 E=2391744.17 EL=635.01 280 5/8" IR "ANA" CAP N=7022181.25 E=2392018.28 EL=625.42 277 PK NAIL N=7022135.87 E=2391741.36 EL=631.66 1 PK NAIL N=7022460.90 E=2391737.76 EL=618.59 2 60D SET N=7022363.35 E=2391975.14 EL=620.97 279 5/8" IR "ANA" CAP N=7022017.76 E=2391894.21 EL=635.19 OWNER: TEXMNG LLC. PROPERTY ADDRESS: 1219 TIMBERLINE CT. DECKER, H #438 ADDITION LOT 8 OWNER: ZEM PROPERTIES INC. PROPERTY ADDRESS: 1207 TIMBERLINE CT. DECKER, H #438 ADDITION LOT 12 OWNER: ZEM PROPERTIES INC. PROPERTY ADDRESS: 1211 TIMBERLINE CT. DECKER, HARRISON SURVEY ABSTRACT 438 LOT: 11 OFF-SITE DRAINAGE DIVIDE FROM RECORD DRAWINGS 5/26/2020 A.N.A. PROJECT NO.: 14-0432 SHEET No.: NO . DA T E : RE V I S I O N D E S C R I P T I O N S : CO N S U L T A N T S , L . L . C . EN G I N E E R S † S U R V E Y O R S PE # Name Date PRELIMINARY FOR REVIEW ONLY These documents are for design review and not intended for construction, bidding or permit purposes. They were prepared by, or under supervision of: ALEX SRUR 127967 A. N . A . C O N S U L T A N T S , L EN G I N E E R S a n d S U R V E Y O R S 50 0 0 T h o m p s o n T e r r a c e , C o l l e y v i l l e , T X 76 0 3 4 Te l : 8 1 7 . 3 3 5 . 9 9 0 0 F a x : 8 1 7 . 3 3 5 . 9 9 5 5 TB P E F i r m N o . : 2 0 TB P L S F i r m N o . : 1 0 0 9 0 8 0 0 ZE M A D D I T I O N P H A S E 2 12 1 1 , 1 2 1 3 , 1 1 5 , 1 2 1 7 T I M B E R L I N E C T . CI T Y O F S O U T H L A K E TA R R A N T C O U N T Y , T E X A S CI T Y C A S E N O . Z A 2 0 - 0 0 2 8 DE C K E R , H A R R I S O N S U R V E Y A B S T R A C T 4 3 8 TR A C T S : 1 B 1 4 & 1 B 6 E , 1 B 1 5 & 1 B 6 F , 1 B 1 7 & 1 B 6 H , 1 B & 1 B 6 GRAPHIC SCALE IN FEET 6040200 LEGEND FLOW ARROW HIGH POINT DRAINAGE DIVIDE EXISTING MINOR CONTOUR DRAINAGE AREA 4.02AC DRAINAGE AREA AREA EXISTING MAJOR CONTOUR C10.0 PR E - D E V E L O P M E N T DR A I N A G E A R E A M A P N BASIN D: 0.05AC OWNER: EXPLORER PIPELINE CO. PROPERTY ADDRESS: 2200 MUSTANG CT. DECKER, HARRISON SURVEY ABSTRACT 438 TRACT 1B01A OWNER: MAGELLAN PIPELINE TERMINALS LP. PROPERTY ADDRESS: 1900 STATE HWY 26 DECKER, HARRISON SURVEY ABSTRACT 438 TRACT 1B01 BASIN B: 1.30AC BASIN C: 0.14AC DESIGN NOTE: CITY OF SOUTHLAKE ORDINANCE NO. 605 OUTLINES THE STORM DRAINAGE REQUIREMENTS ARTICLE 3 OF THIS ORDINANCE STATES THAT THE CITY OF FORT WORTH DRAINAGE DESIGN MANUAL SHALL BE REFERENCED IN ALL THE DRAINAGE DESIGN CALCULATION REQUIRED BY THE ORDINANCE C VALUE USED IS BASED ON TABLE 3.5: RUNOFF COEFFICIENT MH (MANUFACTURED HOUSING ZONING) C = 0.69 TIME OF CONCENTRATION IS BASED ON TABLE 1.5: TIMES OF CONCENTRATION FROM THE ISWM HYDROLOGY MANUAL RESIDENTIAL TC MIN = 15 MINUTES STORM INTENSITY IS BASED ON TABLE 5.15: TARRANT COUNTY RAINFALL DATA BASIN E: 0.07AC DOWNSTREAM POINT B: Q100 pre=7.16cfs DOWNSTREAM POINT C: Q100 pre=0.77cfs DOWNSTREAM POINT D: Q100 pre=0.28cfs DOWNSTREAM POINT E: Q100 pre=0.39cfs BASIN A: 0.22AC DOWNSTREAM POINT A: Q100 pre=1.21cfs ZEM ADDITION PHASES 2 & 3 - 1211 TIMBERLINE COURT, SOUTHLAKE, TX PRE DEVELOPMENT RUNOFF CALCULATIONS DRAINAGE AREA AREA (ac.) C' VALUE BASED ON ZONING C*A Tc I1 Q1 I5 Q5 I100 Q100 REMARKS MH C=0.69 Basin A: Drains north ZEM Addition (1207 Timberline Ct.) A 0.22 0.69 0.15 15 3.32 0.50 4.86 0.74 7.98 1.21 Overland runoff Basin B: Drains north & east to neighbor Explorer Pipeline Co. (2200 Mustang Ct.) B 1.3 0.69 0.90 15 3.32 2.98 4.86 4.36 7.98 7.16 Overland runoff Basin C: Drains east to neighbor Magellan Pipeline Terminals LP. (1900 State Hwy. 26) C 0.14 0.69 0.10 15 3.32 0.32 4.86 0.47 7.98 0.77 Overland runoff Basin D: Drains south to neighbor TXMNG LLC. (1219 Timberline Ct.) D 0.05 0.69 0.03 15 3.32 0.11 4.86 0.17 7.98 0.28 Overland runoff Basin E: west north to neighbor street Timberline Ct. E 0.07 0.69 0.05 15 3.32 0.16 4.86 0.23 7.98 0.39 Overland runoff N 8 9 ° 3 1 ' 1 0 " E 2 4 5 . 2 3 ' S00°53'26"E 316.21' S8 9 ° 3 2 ' 3 6 " W 24 6 . 1 3 ' N00°43'39"W 316.11' TIMBERLINE CT. EX ASPHALT PAVEMENT 60' PUBLIC ROW 278 PK NAIL N=7021991.00 E=2391744.17 EL=635.01 280 5/8" IR "ANA" CAP N=7022181.25 E=2392018.28 EL=625.42 277 PK NAIL N=7022135.87 E=2391741.36 EL=631.66 1 PK NAIL N=7022460.90 E=2391737.76 EL=618.59 2 60D SET N=7022363.35 E=2391975.14 EL=620.97 279 5/8" IR "ANA" CAP N=7022017.76 E=2391894.21 EL=635.19 EXISTING OFF-SITE DETENTION POND OWNER: TEXMNG LLC. PROPERTY ADDRESS: 1219 TIMBERLINE CT. DECKER, H #438 ADDITION LOT 8 OWNER: ZEM PROPERTIES INC. PROPERTY ADDRESS: 1207 TIMBERLINE CT. DECKER, H #438 ADDITION LOT 12 OWNER: ZEM PROPERTIES INC. PROPERTY ADDRESS: 1211 TIMBERLINE CT. DECKER, HARRISON SURVEY ABSTRACT 438 LOT: 11 OFF-SITE DRAINAGE DIVIDE FROM RECORD DRAWINGS PH A S E 2 PH A S E 3 PH A S E 2 PH A S E 3 PH A S E 2 PH A S E 3 DETENTION POND LIMITS 5/26/2020 A.N.A. PROJECT NO.: 14-0432 SHEET No.: NO . DA T E : RE V I S I O N D E S C R I P T I O N S : CO N S U L T A N T S , L . L . C . EN G I N E E R S † S U R V E Y O R S PE # Name Date PRELIMINARY FOR REVIEW ONLY These documents are for design review and not intended for construction, bidding or permit purposes. They were prepared by, or under supervision of: ALEX SRUR 127967 A. N . A . C O N S U L T A N T S , L EN G I N E E R S a n d S U R V E Y O R S 50 0 0 T h o m p s o n T e r r a c e , C o l l e y v i l l e , T X 76 0 3 4 Te l : 8 1 7 . 3 3 5 . 9 9 0 0 F a x : 8 1 7 . 3 3 5 . 9 9 5 5 TB P E F i r m N o . : 2 0 TB P L S F i r m N o . : 1 0 0 9 0 8 0 0 ZE M A D D I T I O N P H A S E 2 12 1 1 , 1 2 1 3 , 1 1 5 , 1 2 1 7 T I M B E R L I N E C T . CI T Y O F S O U T H L A K E TA R R A N T C O U N T Y , T E X A S CI T Y C A S E N O . Z A 2 0 - 0 0 2 8 DE C K E R , H A R R I S O N S U R V E Y A B S T R A C T 4 3 8 TR A C T S : 1 B 1 4 & 1 B 6 E , 1 B 1 5 & 1 B 6 F , 1 B 1 7 & 1 B 6 H , 1 B & 1 B 6 GRAPHIC SCALE IN FEET 6040200 LEGEND FLOW ARROW HIGH POINT DRAINAGE DIVIDE EXISTING MINOR CONTOUR DRAINAGE AREA 4.02AC DRAINAGE AREA AREA EXISTING MAJOR CONTOUR C10.1 PO S T - D E V E L O P M E N T DR A I A N G E A R E A M A P BASIN B-1: 1.41AC N OWNER: EXPLORER PIPELINE CO. PROPERTY ADDRESS: 2200 MUSTANG CT. DECKER, HARRISON SURVEY ABSTRACT 438 TRACT 1B01A OWNER: MAGELLAN PIPELINE TERMINALS LP. PROPERTY ADDRESS: 1900 STATE HWY 26 DECKER, HARRISON SURVEY ABSTRACT 438 TRACT 1B01 DESIGN NOTE: CITY OF SOUTHLAKE ORDINANCE NO. 605 OUTLINES THE STORM DRAINAGE REQUIREMENTS ARTICLE 3 OF THIS ORDINANCE STATES THAT THE CITY OF FORT WORTH DRAINAGE DESIGN MANUAL SHALL BE REFERENCED IN ALL THE DRAINAGE DESIGN CALCULATION REQUIRED BY THE ORDINANCE C VALUE USED IS BASED ON TABLE 3.5: RUNOFF COEFFICIENT BECAUSE OF THE CONSIDERABLE OPEN SPACE IN THE PROPOSED DEVELOPMENT (28% OF THE SITE IS OPEN SPACE). THE PROPOSED 'C' VALUE WAS CALCULATED BASED ON THE PROPOSED LAND COVER USING THE 'C' VALUES LISTED BELOW. IMPERVIOUS COVER C=0.90 PERVIOUS COVER C=0.30 TIME OF CONCENTRATION IS BASED ON TABLE 1.5: TIMES OF CONCENTRATION FROM THE ISWM HYDROLOGY MANUAL INDUSTRIAL/COMMERCIAL MIN. TC = 10 MINUTES STORM INTENSITY IS BASED ON TABLE 5.15: TARRANT COUNTY RAINFALL DATA BASIN D: 0.03AC BASIN C: 0.01AC THE PROJECT SITE WILL REQUIRE ON-SITE DETENTION DUE TO THE INCREASE IN RUNOFF TO THE NEIGHBOR LOCATED NORTH. THE COMPLETE ON-SITE DETENTION DESIGN HAS NOT BEEN FINALIZED AT THIS PRELIMINARY PHASE OF THE DESIGN. PLEASE REFERENCE THE DETENTION POND CALCULATIONS DRAWING WHICH INCLUDE THE DETENTION POND VOLUME REQUIRED. IMPERVIOUS SURFACE PERVIOUS SURFACE BASIN E: 0.08AC DOWNSTREAM POINT B: Q100 pre=7.16cfs Q100 post_detention=7.16cfs DOWNSTREAM POINT C: Q100 pre=0.77cfs Q100 post=0.03cfs DOWNSTREAM POINT D: Q100 pre=0.28cfs Q100 post=0.08cfs DOWNSTREAM POINT E: Q100 pre=0.39cfs Q100 post=0.33cfs DOWNSTREAM POINT A: Q100 pre=1.21cfs Q100 post=1.14cfs BASIN A: 0.21AC BASIN B-2: 0.04AC ZEM ADDITION PHASES 2 & 3 - 1211 TIMBERLINE COURT, SOUTHLAKE, TX POST DEVELOPMENT RUNOFF CALCULATIONS DRAINAGE AREA AREA (ac.) AREA (AC.) SEPERATED BASED ON PROPOSED LAND COVER 'C' VALUE C' VALUE C*A Tc I1 Q1 I5 Q5 I100 Q100 REMARKS IMPERVIOUS C=0.90 PERVIOUS C=0.30 Basin A: Drains north ZEM Addition (1207 Timberline Ct.) A 0.21 0.10 0.11 0.59 0.12 10 4.06 0.50 5.74 0.71 9.24 1.14 Overland runoff Basin B-1: Drains north & east to neighbor Explorer Pipeline Co. (2200 Mustang Ct.) B-1 1.41 1.14 0.27 0.79 1.11 10 4.06 4.52 5.74 6.39 9.24 10.29 Prop detention Basin B-2: Drains north & east to neighbor Explorer Pipeline Co. (2200 Mustang Ct.) B-2 0.04 0.02 0.02 0.6 0.02 10 4.06 0.10 5.74 0.14 9.24 0.22 Overland runoff Basin C: Drains east to neighbor Magellan Pipeline Terminals LP. (1900 State Hwy. 26) C 0.01 0.00 0.01 0.30 0.00 10 4.06 0.01 5.74 0.02 9.24 0.03 Overland runoff Basin D: Drains south to neighbor TXMNG LLC. (1219 Timberline Ct.) D 0.03 0.00 0.03 0.30 0.01 10 4.06 0.04 5.74 0.05 9.24 0.08 Overland runoff 5/26/2020 A.N.A. PROJECT NO.: 14-0432 SHEET No.: NO . DA T E : RE V I S I O N D E S C R I P T I O N S : CO N S U L T A N T S , L . L . C . EN G I N E E R S † S U R V E Y O R S PE # Name Date PRELIMINARY FOR REVIEW ONLY These documents are for design review and not intended for construction, bidding or permit purposes. They were prepared by, or under supervision of: ALEX SRUR 127967 A. N . A . C O N S U L T A N T S , L EN G I N E E R S a n d S U R V E Y O R S 50 0 0 T h o m p s o n T e r r a c e , C o l l e y v i l l e , T X 76 0 3 4 Te l : 8 1 7 . 3 3 5 . 9 9 0 0 F a x : 8 1 7 . 3 3 5 . 9 9 5 5 TB P E F i r m N o . : 2 0 TB P L S F i r m N o . : 1 0 0 9 0 8 0 0 ZE M A D D I T I O N P H A S E 2 12 1 1 , 1 2 1 3 , 1 1 5 , 1 2 1 7 T I M B E R L I N E C T . CI T Y O F S O U T H L A K E TA R R A N T C O U N T Y , T E X A S CI T Y C A S E N O . Z A 2 0 - 0 0 2 8 DE C K E R , H A R R I S O N S U R V E Y A B S T R A C T 4 3 8 TR A C T S : 1 B 1 4 & 1 B 6 E , 1 B 1 5 & 1 B 6 F , 1 B 1 7 & 1 B 6 H , 1 B & 1 B 6 C10.2 PO S T - D E V E L O P M E N T DE T E N T I O N CA L C U L A T I O N S THE PROPOSED DEVELOPMENT PRODUCES AN INCREASE IN RUNOFF TO THE DOWNSTREAM POINT A. A PROPOSED DETENTION POND WILL BE REQUIRED IN ORDER TO MITIGATE THIS INCREASE IN RUNOFF. TABLE 1.0 IS THE DETENTION POND STORAGE VOLUME REQUIRED TO DETAIN THIS RUNOFF INCREASE. PLEASE REFERENCE THE TABLE BELOW AND CALCULATIONS METHOD OUTLINED BELOW. THE COMPLETE ON-SITE DETENTION DESIGN HAS NOT BEEN FINALIZED AT THIS PRELIMINARY PHASE OF THE DESIGN. THE PROPOSED POND OUTLET STRUCTURES SHALL BE A CITY OF FORT COLLEYVILLE STANDARD 2'X3' GRATE INLET PER DETAIL SD-7. THIS CAST IN PLACE STRUCTURE SHOULD BE MODIFIED APPROPRIATELY BASED ON THE ORIFICE OPENING DIMENSIONS PROVIDED ON THIS SHEET. GRATE INLET STRUCTURE TOP TO SHALL BE AT 0.1' ABOVE THE 100YR WSE. DETENTION POND OUTLET STRUCTURE FACE NOT TO SCALE 1FT FREEBOARD EL.=628.05' ORIFICE 1 FL=622.20' ORIFICE 2 FL=626.40' 100 YR WSE=627.05 8.75" 8. 7 5 " 10" 1 YR WSE=623.75 5 YR WSE=624.50 6" STRUCTURE TOP EL.=627.15' TABLE 1.1 DETENTION POND CALCULATIONS 100 YR Storage Req. =7,330.​61 CF 100 YR WSEL =627.05 FT 5 YR Storage Req. =2,373.​50 CF 5 YR WSEL =624.50 FT 1 YR Storage Req. =994.33 CF 1 YR WSEL =623.75 FT EMERGENCY SPILLWAY FLOWLINE =628.05 FT Pond Depth (ft) Post-Dev. Elev. (ft) Area (sf) Δ Elevation (ft) Storage (cf) Total Storage (cf) Controlled Flow Out (cfs) Emergency Flow out (cfs) 5.9 628.1 2184.1 0.00 0.9 1,951.​95 9,599.​55 5.0 627.2 2105.9 0.00 1.0 2,063.​70 7,647.​60 4.0 626.2 2021.5 0.00 1.0 1,885.​20 5,583.​90 3.0 625.2 1937.9 0.00 1.0 1,896.​60 3,698.​70 2.0 624.2 1855.3 0.00 1.0 927.65 1,802.​10 1.0 623.2 1748.9 0.00 1.0 874.45 874.45 0.0 622.2 0.0 0.00 TABLE 1.0 DETENTION POND STORAGE VOLUME MODIFIED RATIONAL METHOD Existing Runoff Coefficient 0.69 Proposed Runoff Coefficient 0.79 Area 1.30 Acres Area 1.41 Acres Time of Concetration 15 Min.Time of Concetration 10.00 Min. 1 Year Runoff 2.98 CFS 1 Year Runoff 4.52 CFS 5 Year Runoff 4.36 CFS 5 Year Runoff 6.39 CFS 100 Year Runoff 7.16 CFS 100 Year Runoff 10.29 CFS Qbypass, 1 yr =0.10 CFS Bypass flow from DA: B-2 Qbypass, 5 yr =0.14 CFS Bypass flow from DA: B-2 Qbypass, 100 yr =0.22 CFS Bypass flow from DA: B-2 Qallowable, 1 yr =2.88 CFS Table 5.15: Tarrant County Rainfall Data For 1 Yr Return Period: e =0.8217, b =43.653, d =8 Qallowable, 5 yr =4.22 CFS For 5 Yr Return Period: e =0.8142, b =71.154, d =12 Qallowable, 100 yr =6.94 CFS For 100 Yr Return Period: e =0.7798, b =110.202, d =14 T d1=18.12 Min.Table 1.18 Rainfall Factors For 1 Yr Return Period: a =95.84, b =13.43 T d5=22.42 Min.For 5 Yr Return Period: a =170.81, b =19.44 T d100=25.84 Min.For 100 Yr Return Period: a =322.07, b =24.39 Ptd1=2.22 in.P180-1=1.77 in. Ptd5=2.50 in.P180-5=2.95 in. Ptd100=2.68 in.P180-100=5.44 in. V Preliminary1=1248.70 Cu.Ft V Max1=994.33 Cu.Ft V Preliminary5=2008.32 Cu.Ft V Max5=2373.50 Cu.Ft V Preliminary100=3615.39 Cu.Ft V Max100=7330.61 Cu.Ft TABLE 1.2 1-YEAR DETENTION BASIN OUTLET CALCULATIONS Storage Volume Required (cf)=994.33 1-Year WSEL (ft)=623.75 Storage Volume Provided (cf)=7,330.​61 See Table 1.1 Orifice 1 1-Year Depth to FL (ft)=1.55 Orifice Flowline (ft)=622.20 Orifice Type=Rectangular Number of Orifices 1 Width (in)=8.75 Height (in)=8.75 Area (sf)=0.53 Head Provided (ft)=1.19 Orifice Coefficient 0.62 QOrifice (cfs)=2.88 Q=Cd*A*[(2gH)^.​5]eqn. 2.9 QAllowable (cfs)=2.88 See Table 1.0 QTotal (cfs)=2.88 TABLE 1.3 5-YEAR DETENTION BASIN OUTLET CALCULATIONS Storage Volume Required (cf)=2,373.​50 5-Year WSEL (ft)=624.50 Storage Volume Provided (cf)=7,330.​61 See Table 1.1 Orifice 1 5-Year Depth to FL (ft)=2.30 Orifice Flowline (ft)=622.20 Orifice Type=Rectangular Number of Orifices 1 Width (in)=8.75 Height (in)=8.75 Area (sf)=0.53 Head Provided (ft)=1.94 Orifice Coefficient 0.62 QOrifice (cfs)=3.7 Q=Cd*A*[(2gH)^.​5]eqn. 2.9 QAllowable (cfs)=4.22 See Table 1.0 QTotal (cfs)=3.68 TABLE 1.4 100-YEAR DETENTION BASIN OUTLET CALCULATIONS Storage Volume Required (cf)=7,330.​61 100-Year WSEL (ft)=627.05 Storage Volume Provided (cf)=7,330.​61 See Table 1.1 Orifice 1 100-Year Depth to FL (ft)=4.85 Orifice Flowline (ft)=622.20 Orifice Type=Rectangular Number of Orifices 1 Width (in)=8.75 Height (in)=8.75 Area (sf)=0.53 Head Provided (ft)=4.49 Orifice Coefficient 0.62 QOrifice (cfs)=5.6 Q=Cd*A*[(2gH)^.​5]eqn. 2.9 Orifice 2 100-Year Depth to FL (ft)=0.65 Orifice Flowline (ft)=626.4 Orifice Type=Rectangular Number of Orifices 1 Width (in)=10.00 Height (in)=6.00 Area (sf)=0.42 Head Provided (ft)=0.40 Orifice Coefficient 0.62 QOrifice (cfs)=1.3 Q=Cd*A*[(2gH)^.​5]eqn. 2.16 QAllowable (cfs)=6.94 See Table 1.0 QTotal (cfs)=6.91 N 8 9 ° 3 1 ' 1 0 " E 2 4 5 . 2 3 ' S00°53'26"E 316.21' S8 9 ° 3 2 ' 3 6 " W 24 6 . 1 3 ' N00°43'39"W 316.11' TIMBERLINE CT. EX ASPHALT PAVEMENT 60' PUBLIC ROW 278 PK NAIL N=7021991.00 E=2391744.17 EL=635.01 280 5/8" IR "ANA" CAP N=7022181.25 E=2392018.28 EL=625.42 277 PK NAIL N=7022135.87 E=2391741.36 EL=631.66 1 PK NAIL N=7022460.90 E=2391737.76 EL=618.59 2 60D SET N=7022363.35 E=2391975.14 EL=620.97 279 5/8" IR "ANA" CAP N=7022017.76 E=2391894.21 EL=635.19 EXISTING OFF-SITE DETENTION POND PHASE 3 FUTURE 1 STORY BUILDING FFE=633.10 HIGH POINT PHASE 2 PROPOSED 1 STORY BUILDING FFE=631.80OWNER: TEXMNG LLC. PROPERTY ADDRESS: 1219 TIMBERLINE CT. DECKER, H #438 ADDITION LOT 8 OWNER: ZEM PROPERTIES INC. PROPERTY ADDRESS: 1207 TIMBERLINE CT. DECKER, H #438 ADDITION LOT 12 OWNER: ZEM PROPERTIES INC. PROPERTY ADDRESS: 1211 TIMBERLINE CT. DECKER, HARRISON SURVEY ABSTRACT 438 LOT: 11 DETENTION POND LIMITSPH A S E 2 PH A S E 3 PH A S E 2 PH A S E 3 PH A S E 2 PH A S E 3 64.5' 29 . 9 ' 628 629 630 631 632 631 63 1 63 2 6 3 1 63 1 63 0 62 3 62 7 62 5 62 4 62 9 6 3 1 63 2 6 3 1 6 2 8 6 2 7 62 6 62 5 63 0 629 63 1 632 633633 629 62 6 6 3 3 632 6 3 0 6 2 9 629 631 63 1 63 1 630 629 623 6 2 9 630 630 5/26/2020 A.N.A. PROJECT NO.: 14-0432 SHEET No.: NO . DA T E : RE V I S I O N D E S C R I P T I O N S : CO N S U L T A N T S , L . L . C . EN G I N E E R S † S U R V E Y O R S PE # Name Date PRELIMINARY FOR REVIEW ONLY These documents are for design review and not intended for construction, bidding or permit purposes. They were prepared by, or under supervision of: ALEX SRUR 127967 A. N . A . C O N S U L T A N T S , L EN G I N E E R S a n d S U R V E Y O R S 50 0 0 T h o m p s o n T e r r a c e , C o l l e y v i l l e , T X 76 0 3 4 Te l : 8 1 7 . 3 3 5 . 9 9 0 0 F a x : 8 1 7 . 3 3 5 . 9 9 5 5 TB P E F i r m N o . : 2 0 TB P L S F i r m N o . : 1 0 0 9 0 8 0 0 ZE M A D D I T I O N P H A S E 2 12 1 1 , 1 2 1 3 , 1 1 5 , 1 2 1 7 T I M B E R L I N E C T . CI T Y O F S O U T H L A K E TA R R A N T C O U N T Y , T E X A S CI T Y C A S E N O . Z A 2 0 - 0 0 2 8 DE C K E R , H A R R I S O N S U R V E Y A B S T R A C T 4 3 8 TR A C T S : 1 B 1 4 & 1 B 6 E , 1 B 1 5 & 1 B 6 F , 1 B 1 7 & 1 B 6 H , 1 B & 1 B 6 GRAPHIC SCALE IN FEET 6040200 LEGEND EXISTING MINOR CONTOUR EXISTING MAJOR CONTOUR C12.0 ER O S I O N C O N T R O L PL A N N OWNER: EXPLORER PIPELINE CO. PROPERTY ADDRESS: 2200 MUSTANG CT. DECKER, HARRISON SURVEY ABSTRACT 438 TRACT 1B01A OWNER: MAGELLAN PIPELINE TERMINALS LP. PROPERTY ADDRESS: 1900 STATE HWY 26 DECKER, HARRISON SURVEY ABSTRACT 438 TRACT 1B01 FLOW ARROW HIGH POINT DRAINAGE DIVIDE CAUTION !!! EXISTING OVERHEAD ELECTRIC IN THIS AREA CAUTION !!! EXISTING GAS IN THIS AREA CAUTION !!! EXISTING UNDERGROUND TELEPHONE CABLE LINE IN THIS AREA PROPOSED PHASE 2 CONTOUR588 SILT FENCE CONSTRUCTION ENTRANCE THERE ARE NO INLETS DOWNSTREAM AND NO CURB AND GUTTER ALONG TIMBERLINE CT. OR E. CONTINETAL BLVD. RUNOFF DRAINS ALONG EX SWALE EROSION CONTROL NOTES: 1.SOIL EROSION AND SEDIMENT CONTROL SHALL BE PROVIDED PER CITY EROSION REGULATIONS. 2.RESPONSIBILITY FOR INSTALLATION, ROUTINE INSPECTION, AND MAINTENANCE OF EROSION CONTROL SHOULD BE DEFINED AND ASSIGNED TO APPROPRIATE PERSON(S) PRIOR TO COMMENCEMENT OF ANY SOIL DISTURBANCE ACTIVITY. 3.EROSION CONTROL MEASURES MUST BE CONSTRUCTED AND FUNCTIONAL BEFORE ANY GRADING OR LAND DISTURBANCE TAKES PLACE. 4.TEMPORARY OR PERMANENT SOIL STABILIZATION MUST BE APPLIED TO ALL DENUDED AREAS WHEN FINAL GRADE IS REACHED ON ANY PORTION OF SITE. TEMPORARY SOIL STABILIZATION MUST BE APPLIED TO DISTURBED AREAS LEFT DORMANT FOR EXCESSIVE PERIOD. 5.IN THE EVENT THAT MEASURES BEING USED ARE DEEMED TO BE INEFFECTIVE BY CITY INSPECTORS, ADDITIONAL MEASURES OR CHANGES IN THE ORIGINAL PLAN MAY BE REQUIRED BY THE CITY OF . 6.ALL EROSION CONTROL MEASURES SHALL BE INSPECTED BY THE SITE FOREMAN DAILY. ANY STRUCTURE OR CONTROL DEVICE WHICH IS DAMAGED OR INOPERATIVE WILL BE REPAIRED OR REPLACED IMMEDIATELY. 7.SANITARY FACILITIES SHALL BE PROVIDED IN THE SITE AND REGULARLY SERVICED AS RECOMMENDED BY THE SUPPLIER. TRASH AND DEBRIS SHALL BE STORED IN COVERED BINS OR ENCLOSURES. 8.CONSTRUCTION ENTRANCES/EXITS SHOULD BE LIMITED AND PROTECTION PROVIDED TO PREVENT TRACKING OF SOIL INTO CITY STREETS. 9.REMOVE SILT OR SEDIMENT FROM CITY STREETS, CURBS, GUTTERS, FLUMES, HANDICAP ACCESS RAMPS, CURB INLETS, STORM DRAINS AND ANY OTHER PUBLIC DRAINAGE FACILITY DAILY OR AS ACCUMULATION OCCURS. 10.EROSION CONTROL SHOULD BE EVALUATED TO DETERMINE THE EFFECTIVENESS OF THOSE DEVICES BY THE PERSON ASSIGNED TO INSPECT EROSION CONTROL DEVICES, AND CHANGED MADE IF NECESSARY. 11.SOIL TRACKED ONTO PUBLIC ROADS SHALL BE REMOVED DAILY IF FEASIBLE, OR WHEN VISIBLY ACCUMULATED SEDIMENT HAS BEEN DEPOSITED. DISCHARGED AND DISPLACED SEDIMENTS MUST BE REMOVED IMMEDIATELY. 12.USING WASH WATER TO WASH SEDIMENTS FROM STREETS IS PROHIBITED. 13.EROSION CONTROL MEASURES MAY ONLY BE PLACED IN FRONT OF INLETS, OR IN CHANNELS, DRAINAGE WAYS OR BORROW DITCHES AT RISK OF CONTRACTOR. CONTRACTOR SHALL REMAIN LIABLE FOR ANY DAMAGE CAUSED BY THE MEASURES, INCLUDING FLOODING DAMAGE, WHICH MAY OCCUR DUE TO BLOCKED DRAINAGE. AT THE CONCLUSION OF ANY PROJECT, ALL CHANNELS, DRAINAGE WAYS AND BORROW DITCHES IN THE WORK ZONE SHALL BE DREDGED OF ANY SEDIMENT GENERATED BY THE PROJECT OR DEPOSITED AS A RESULT OF AS A RESULT OF EROSION CONTROL MEASURES. DISTURBED AREA: 1.26 AC TOTAL OF DISTURBED DURING PHASE-2 5/26/2020 A.N.A. PROJECT NO.: 14-0432 SHEET No.: NO . DA T E : RE V I S I O N D E S C R I P T I O N S : CO N S U L T A N T S , L . L . C . EN G I N E E R S † S U R V E Y O R S PE # Name Date PRELIMINARY FOR REVIEW ONLY These documents are for design review and not intended for construction, bidding or permit purposes. They were prepared by, or under supervision of: ALEX SRUR 127967 A. N . A . C O N S U L T A N T S , L EN G I N E E R S a n d S U R V E Y O R S 50 0 0 T h o m p s o n T e r r a c e , C o l l e y v i l l e , T X 76 0 3 4 Te l : 8 1 7 . 3 3 5 . 9 9 0 0 F a x : 8 1 7 . 3 3 5 . 9 9 5 5 TB P E F i r m N o . : 2 0 TB P L S F i r m N o . : 1 0 0 9 0 8 0 0 ZE M A D D I T I O N P H A S E 2 12 1 1 , 1 2 1 3 , 1 1 5 , 1 2 1 7 T I M B E R L I N E C T . CI T Y O F S O U T H L A K E TA R R A N T C O U N T Y , T E X A S CI T Y C A S E N O . Z A 2 0 - 0 0 2 8 DE C K E R , H A R R I S O N S U R V E Y A B S T R A C T 4 3 8 TR A C T S : 1 B 1 4 & 1 B 6 E , 1 B 1 5 & 1 B 6 F , 1 B 1 7 & 1 B 6 H , 1 B & 1 B 6 C13.0 ER O S I O N C O N T R O L DE T A I L S