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Item 7B - PlansCD r N -T O o o � j 6j Lf) OWNER: GUO HONGLIN & GONG CUILING OWNER: MCCLELLAN TOMMIE LEE I OWNER: JOLLY MALWINDER BAWA OWNER: JOLLY MALWINDER BAWA EXISTING ZONING: MH EXISTING ZONING: MH EXISTING ZONING: MH EXISTING ZONING: MH EXISTING LAND USE: INDUSTRIAL I EXISTING LAND USE: INDUSTRIAL I EXISTING LAND USE: INDUSTRIAL I EXISTING LAND USE: INDUSTRIAL PROPERTY ADDRESS: 1220 TIMBERLINE CT. PROPERTY ADDRESS: 1216 TIMBERLINE CT. PROPERTY ADDRESS: 1214 TIMBERLINE CT. PROPERTY ADDRESS: 1214 TIMBERLINE CT. DECKER, HARRISON SURVEY ABSTRACT 438 DECKER, HARRISON SURVEY ABSTRACT 438 DECKER, HARRISON SURVEY ABSTRACT 438 DECKER, HARRISON SURVEY ABSTRACT 438 TRACT 1B05 TRACT 1B05B - - - - TRACT 1B12A - - - - - - TRACT 1B12A - - - - -L - - - - - - - - - - FUTURE PHASE 3 28LF OF PROP ASPHALT 277 EX WATER METER AND PAVEMENT REPAIR EX GRAVEL 24LF OF ASPHALT PK NAIL EX GRAVEL a 278 PK NAIL EX GRAVEL PAVEMENT REPAIR E=2391741.36 DRIVE SERVICE TO REMAIN EX GRAVEL DRIVE in N=7021991.00 EX 8 SANITARY SEWER D IVE FOR IRRIGATION DRIVE FUTURE PHASE 3 EL=631.66 8"Ss - -- E=2391744.17 _ PROP 4 SS-2 SANITARY EL=635.01 8"SS 8"SS �� 8"ss - 8"ss 8"Sg 8"ss Cl) _ oM SEWER SERVICE EX FIRE - %T FUTURE DRIVEWAY ' PUBLIC LINE TO ROW HYDRANT TO PROP DRIVEWAY NAME 'DR3' TIMBERLINE CT. U BE RELOCATED NAME 'DR2' a PROP 4" SS-1 SANITARY - - - - _ i.,•, SEWER SERVICE 777LF To STREET END T EX ASPHALT PAVEMENT 24' `" PUBLIC LINE TO ROW CUL-DA-SAC < 24' 60' PUBLIC ROW < DRIVEWAY 204.7LF DRIVEWAY z DRIVEWAY o _� 157.6 DRIVEWAY - i _ 159 DRIVEWAY 411� o r, CENTERLINE DISTANCE - -I- - - CENTERLINE DISTANCE i CENTERLINE DISTANCE �� /�' TO NEXT DRIVEWAY SOUT - - Z - - 1 �� 6, W 6� 6"W EX 6" WATER LINE EX WATER METER AND SERVICE TO REMAIN I A ------- FORIRRIGATION EXISTING WROUGHT IRON J FENCE TO REMAIN PROPOSED 8' HIGH WOOD SCREENING FENCE AT PROPERTY LINE OWNER: TEXMNG LLC. EXISTING ZONING: MH MANUFACTURED HOUSING EXISTING LAND USE: INDUSTRIAL PROPERTY ADDRESS: 1219 TIMBERLINE CT. DECKER, H #438 ADDITION LOT 8 EX 5' UTIL. ESMT. I" 0 I 70 PROP 5' UTIL. ESMT. I i 10' LANDSCAPE BUFFER YARD TYPE "F1" PROPOSED 8' HIGH WOOD SCREENING FENCE AT PROPERTY LINE FUTURE PHASE 3 I I DUMPSTER ENCLOSURE LOCATION ------------------ I 6 W - 6 W 6"W� W EX FIRE HYDRANT OWNER: ZEM PROPERTIES INC EXISTING ZONING: MH EXISTING LAND USE: MIXED USE PROPERTY ADDRESS: 1210 TIMBERLINE CT. DECKER, HARRISON SURVEY ABSTRACT 438 - TRACT 1B10G - - - EX GRAVEL` DRIVE EX 8" SANITARY SEWER a"ce 8"SS 8•,SS -8"SS PK NAIL N=7022460.90 z - - E=2391737.76 EL=618.59 z - - - 7_ 463LF TO E. CONTINENTAL BLVD & 2 z TIMBERLINE CT. INTERSECTION -� w Cn w ro (D - EX " WATER LINE w z®� 6 W �r 6"W 6 W 6 W 6 W _ Q mmF A� HSlla 3NnMC - A'M Uri, D IS ♦O♦♦i��'iiii�Wiii�♦iei�iIff,.ggo -►�., N IV I■ �■'��►-•--'�'�'�'�'�'��►�i�i'i��i�►�is-' ��'Oi• 1IIRON 00 U ►��►_�� t ��+�i�►i,�i��.►ri�i�i�i-►�, II o�►'�w� _ _ III__�� il� ��1►iiii��► s,��iiii� � � .��►� � •. # '41 EXISTING � •, • WROUG �v V DOOR WROUGHT FENCE TO REMAIN, IRON GA E < ••• SCREENING FENCE • .. ..•. . � i� FUTURE PHASE Li RY FUTURE SLIDING DOOR Lu U-) AT PROPERTY I E V) 4" SS-2 PRIVATE..•. ..•. 5, y y W W y y y d- ySANITARY SEWER, y. TO SERVE PH SE 3 y PRO 5' y y -WATE METER y y •L y y y y 41 W y y y y y W y SERVICE W W y �L W -� v- y y W'..;.° y y y y 40' FRONT YARD SETBACK- �40' FRONT YARD SETBACK 1- TIL. S T. �° 40' FRONT YARD SETBACK y y W W y y I I �- U ILn Ip 1�w. I 0 I � o 00 I Ua LU r I U a z Y o N 18, - TYP. 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 o I N:7022148.24 N:7022218.07 I N:7022286.65 E:2391821.12 y y y W I I z I " z 5T _00-C) 6 .8 N:7022042.61 N I E:2391822.12 I !�' I o E:2391820.55 O E:2391823.46 I PROP BUILDING III = I PARKING SPACES TO BE N ENTRANCE TYP. I N y yLU w 1 RE -STRIPED AS ADA SPACE 18 TYP. I PROP ADA PARKING i = I I - I 00 FOR FUTURE PHASE 3 = I 18' STRIPE PER DETAIL y w O 01 ;� 5 N TYP. ,' I I= + W I I Ln ri - . •. .. • I c I FUTURE PHASE 3 PARKING II PROP 24' F 7 4.8 p y W I - STALL CURB STOP O1 WIDTH I EX 15' FUTURE FIRE LANE I PROP PARKING CURB PHASE 3 BUILDING v I il w .', STOP PER DETAIL y UTIL. ESMT. EX 5' 1 I g I y 41 y I UTIL. ESMT. I OWNER: ZEM PROPERTIES INC. SINGLE STORY rY w PROPOSED y y I I EXISTING ZONING: I 1 v9 RIGID FRAME STRUCTURE �M I Q PHASE 2 BUILDING y I EXISTING LAND USE: MIXED USE 5/8" IR TYPE II-B FIRE SPRINKLER SYS.Y ( ) \ 171.1 - o PROP 6 ;, :` y y z I PROPERTY ADDRESS: 1207 TIMBERLINE CT. N=N 022017.76 E=2391894.21 15,678 SF GFA W �(n L.U.D. = MIXED USE \Q W (n Q Q - a co �o a I FIRE LI E' SINGLE STORY RIGID FRAME STRUCTURE Yy Q y 0o co r I I DECKER H #438 ADDITION LOT 12 � I EL=635.19 FFE=633.10 \_ _ - I O TYPE II-B (FIRE SPRINKLER SYS.) C°y " a 10442SFGFA LL' y �I BUILDING HEIGHT = 22 -0 \A d tiny rfl - L.U.D. = MIXED USE y I EXISTING 8' HIGH WOOD 5' 106' I 5.1 o� FFE=631.80 } y SCREENING FENCE @) BUILDING HEIGHT = 22'-0" w y N AT PROPERTY LINE I I py � w � �I a 68' I y y w l I I to I y y I PROP 6" FIRE LINE z z ; `; OWNER: ZEM PROPERTIES INC. y W PROP 5' TO SERVE PHASE 3 Y 24' of ac EXISTING ZONING: MH UTIL ESMT. 6. W r1ja EXISTING USE: y W--------J r" I ^ 1211 TIMBERLINE=MIXED USE y RETAINING WALL: I I FROT' 1213, 1215, 1217 TIMBERLINE=INDUSTRIAL y I HEIG MATERIAHT VARIEL SHALL BE O 7 � 1 I 24' I PROPOSED ZONING: I1 y y STONE WALL TO MATCH BLDG FACADE w I �3 I '. -.'; PROPOSED USE: MIXED USE y PROPERTY ADDRESS: 1211, 1213, 1215, 1217 U TIMBERLINE CT. y I LLI DECKER HARRISON SURVEY ABSTRACT 438 W PROP RETAINING WALL � � I PRO 15 I ; . y I REF. GRADING & w TRACTS: 1B14 & 1B6E 1B15 & 1B6F 1B17 & I o to N:7022043.75 UTIL SMT. W LANDSCAPING PLAN N:7022149.30 Ln 4'8 1B6H, 1B & 1B6 I I \ X "' `U E:2391970.01 I E:2391969.12 5'2 I N:7022219.34 I N:7022287.92 y I I w> w a ''', E:2391972.70 I E:2391972.12 y W I I a aS 57' y yL 70' y 26' --�- - -- ^ --- y y y •Y W y y y Ji y y y I -� y W W -W y •Y y •Y •Y W y PROP FIRE � y y y y y y y y y y y y y I 2 .. W W y W W W y y y •Y Y Y y •L W W y y •Y Y •Y Vuw.. y y W Y 60D SET y y Hl'ORP�VT LU PROP. 8" WATER W W W Y O Yw W W W W 41 W Q y EX 8" N=7022363.35 �,, Y W Y •Y •Y Y W y y y y W W W y y y •Y fh y y�Q- I y y Y W W •Y W •L Y W 11 W y CV Im y W TER LINE E=2391975.14 O a tttttttttttt� ya_► �� w � - - - - - EL=620 97 Southlake E Southlake Blvd r ac Q o� z� `o a N m > a 2 u W ., V W W •Y •Y y •Y V•Y •Y •Y W W •Y •Y V� ox, N 'yam In Q`A` ••., •Y W W W •Y W •Y W J- •Y •Y •Y W W W (DAl-ate- .i` - iZ V¢ •Y I F'- W Io �y PROP 45' WIDE . y }y p y EXISTING ZONING: 'I (� Q p ''' ly y y PRIVATE y y y y wp y I �' w o o EXISTING LAND USE: y J �, - y y y W W y y X J D W Z �' DRAINAGE I v� LL' N Q _ y y W W y EASEMENT, ,__,y, �3 is p �,,r, PROPOSED ZONING: = 10'X25' y y y W 10' REAR YARD SETBACK W + 5 z� PROPOSED LAND USE: 10' REAR YARD SETBACK _LOADING ZONE GROSS SITE ACREAGE y y y y y y y d �3 _ LANDSCAPE ----- --BUFFER YARD 3 NUMBER OF PROPOSED LOTS: TYPE "A" - - - PERCENTAGE OF SITE LAND COVER: PROP RETAINING WALL REF. GRADING & JJ un w w LANDSCAPING PLAN w o Q z tn�� v< RETAINING WALL: X w w 'r'pwd HEIGHT VARIES FROM 0' TO 5.5' w Q ILL L MATERIAL SHALL BE > w to STONE WALL TO MATCH BLDG FACADE d dS S00053'26 E 316.2V PROP 5' WIDE , PROP DUMPSTER CURB OPENING ENCLOSURE LOCATION DUMPSTER ENCLOSRE: HEIGHT: 8'-0" 280 MATERIAL: 10" THICK 5/8" IR "ANA" CAP STONE WALL TO MATCH N=7022181.25 BLDG FACADE E=2392018.28 EL=625.42 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 OWNER: ZEM PROPERTIES ADDRESS: P.O. BOX 1725 COLLEYVILLE, TX 76034 CONTACT: MR. DAVID MASERANG PHONE: (817) 577-0661 EMAIL: ROCK@SHEETROCKER.COM I X I I I T --- --t� i I I D I o I� Z Im z I AM I I I I I I I LOCATION MAP NTS 0 v z *� PROJECT ° w LOCATION 3 M,,,tang Dr o < P � was c E� an o n ~ z S Timberline p, 6"W W Northwest w \N IM .cye.5: E wpOd- DETENTION POND LIMITS PROP 21 OUTFACE En � OPENING & RIP RAP O w DETENTION FL=622.10 a POND OUTFALL STRUCTURE SEE 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. DETAIL SHEET PERCENTAGE OF IMPERVIOUS LAND COVER 72.0% OF THE PROJECT SITE PROPOSED FLOOR AREA PHASE 2 BUILDING OFFICE AREA = 1,566.3 SF z BASED ON BUILDING USE PHASE 2 BUILDING WAREHOUSE AREA = 8,875.7 SF PHASE 2 BUILDING TOTAL AREA = 10,442 SF 00 0 20 40 60 PHASE 3 BUILDING OFFICE AREA = 2,351.7 SF PHASE 3 BUILDING WAREHOUSE AREA = 13,326.3 SF N O O GRAPHIC SCALE IN FEET PHASE 3 BUILDING TOTAL AREA = 15,678 SF N REQUIRED PARKING: LEGEND OFFICE AREA: (11300) SPACES: WAREHOUSE AREA: (1/1000) SPACES PHASE 2 = 6 SPACES : PHASE 3 = 8 SPACES PHASE 2 = 9 SPACES : PHASE 3 = 14 SPACES N FUTURE PHASE 3 PROPOSED PHASE 2 REINFORCED REINFORCED PHASE 2 TOTAL 15 SPACES : PHASE 3 TOTAL = 22 SPACES PHASES 2&3 TOTAL REQUIRED PARKING = 37 SPACES O z CONCRETE PAVEMENT CONCRETE PAVEMENT ADA PARKING REQUIREMENTS TOTAL PHASE 2 MUST INCLUDE 2 SPACES WITH AT LEAST 1 VAN ACCESSIBLE Ljj FUTURE PHASE 3 :• ... - PROPOSED PHASE 2 REINFORCED CONCRETE " ''• ' ''' REINFORCED CONCRETE SIDEWALK SIDEWALK TOTAL PHASES 2&3 MUST INCLUDE 3 SPACES WITH AT LEAST 1 VAN ACCESSIBLE U) Q U 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 y y PROPOSED LANDSCAPING 51 REGULAR SPACES 1 HC SPACE AND 2 VAN ACCESSIBLE SPACE I— ANTICIPATED SCHEDULE OF DEVELOPMENT: PHASE 2 - JULY 2020 y y REF. LANDSCAPING PLANS U PHASE 3 - JULY 2022 V J U x J� = Ln rn rn ..0 w C- i O Z�U 00 rl-oo �N0 �U) U� �zo J-O co - z o L CD (.0 CD �W E U) O� W 6) m co OO Lu Q LLi M J co a- Vz o ■ (� Q 00 W 0 Z �. o Q 0 � J J N 44Z } � y N W LLI v Z Z W ui Q p z O w U cn w p z O w 0-1 z ry Z Op LL - N Z 0 Q 0 F�LU1 v� a- 2 w � W C) N `° m U ``^^ vJ Nm a0 z Q w � � _ _j x CO Q �ti Q 2Qm cn m �_� J ~�Z z>M O �m �`O� - z� NU)O U 0�� O� Q06 w co w Y m � N LU N Q r] F- U � N 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 Name 127967 PE # 5/26/2020 Date A.N.A. PROJECT NO.: 14-0432 SHEET No.: C3.0 Copyright© 2020 by A.N.A. Consultants, L.L.C. ZEM PHASE II z 0 V) co ii a w a z w 3 In 0 3 Q r z a z 0 w V) w m 0 0 z In 0 z a U w U a w 2 I- LL O W w a 0 a a w I- V) z a w m c� _z Q 0 PREFIN. METAL AWNING PREFIN. METAL RIDGE VENT A END TRIM RAISED ROOF AREA PREFIN. META ROOFING v v'\nvL EXISTING�"STREET" SIDE FENCE \G\ BRICK COLUMNS / W. IRON FENCE PRE M El SCALE: 1 /2" = 1 '-0" Ppp-_P-INICI-IFn METAL GUTTER OOF&sR CALE: AS SCH'D. """" AS SCH'D. AS SCH U. TYPICAL PREFIN_ METAL METAL DOWNSPOUT RIDGE VENT LIGHT FIXTURE \ AS SCH'D. METAL AWNING — REFER 1 /A3.1 LIGHT FIXTURE AS SCH'D. BOT. OF AWNING 0 I o WATER TABLE Co FINISH SLAB STEEL LINTEL REF. STRUCT. DE HT.� WE HT� zrLASH BLOCK 3 EAST ELEVATION SCALE: 1 /8" = 1 '-0" MAIN FRAME GRID LINE — ■I■1■I■I20I■I■I■I■liwMEN LIGHT FIXTURE AS SCH'D. PRECAST' SURROUND PROVIDE CONTROL JOINTS, TYPICAL, AT ALL OVERHEAD DOORS 101011 Mimi IMMIMM11 PREFIN. METAL RAKE TRIM WINDOW - AS SCH'D RAKE TRIM )GE VENT AWNING 0 5' 10' 20' 30' GRAPHIC SCALE 711110 i 1 ='- -- ■■■_fin r.�_■■■-- liIM ��li■1■ ■�I -�■■■�- MomON I -�■■■ ■gM ■1■ice 1111 OM Flo I � ■ice �■ ■ �� :1 ;= �� mom id--�-1� irlill-rS ■■1 II 1■■ MOM 1 PREFIN. METAL ROOFING STEEL LINTEL REF. STRUCT. ME ■■■■1 i PRE —FINISHED METAL GUTTER OH DOOR AS SCH'D PREFIN. METAL RIDGE VENT AND END TRIM ?5' RIDGE HT. 22' RIDGE HT. OL 14' EAVE HT. OL FIN. SLAB OL 2 WEST ELEVATION SCALE: 1 /8" = 1 '-0" PREFIN. METAL RAKE TRIM PRE —FINISHED METAL GUTTER 22_RIDGE HT. L 14' EAVE HT. — METAL AWNING AWNING SUPPORT REMOTE EGRESS LIGHT FIXTURE STL. LINTEL _ PRE —FINISHED METAL DOWNSPOUT FIN. SLAB BOLLARD wkh Q O r- _ ro O7 U (D E o 1E o U = U Q J O O I1r) N N N r7 c0 O O Q 0 x o w U o C__ rl-) � I Ln O -I- C) 0) U `n �--� c,) O C— x U _Q) Q Cn L� Q O C o U 0) O _ E � I � ~ O c) Ln >1 0 O" E I CO 00 Q) ao O C_ PRELIMINARY FOR REVIEW ONLY These documents are for design review and not intended for construction, bidding or permit purposes. CD W x UW Cn z z z Q U LIJ z U _j LI_I O z z w 0 O Q � — LLJ m W�5iw L-i Q ~ Q o W N ♦— U Proj. no. 20004 Drawn by: KH Date: 06.22.20 Revision Number Date PRECAST DOOR 0 5' 10' 20' 30' SILL AS SCH'D. GRAPHIC SCALE UNLESS NOTED OTHERWISE 0 � SOUTH ELEVATION CITY CASE NO. Sheet no. SCALE: = "ZA20-0028" A3.0 THIS DRAWING REMAINS THE PROPERTY OF THE ARCHITECT AND IS NOT TO BE USED IN ANY WAY WITHOUT HIS WRITTEN PERMISSION w Q m ch w N CD z z 0 N N 0 0 N 0 N / z 0 0 0 Q w N 0 0 N 0 N / N 0 0 0 N 0 N w w LL U w O w z 0 w Q Q 0 0 / 0 0 / 75 o ° Q N / 0 LC)N � o � � 6j LC) 0 TIMBERLINE COURT 60' R.O.W. AND UTILITY EASEMENT VOL 388-163, PG 56 D.R.T.C.TX.) 44", /,tiF O�.�L c.F �c F �c F �`c�F "z, o ti c. o ti ,�F IS/ s/T `s/T si s/� s/T `r/T s/� . TF • F F F F N 0 0 0 4. 3 W 31�A 1 _— 7-7-T- . �_—...�_�_Y. -- I I I - • II I �I it ! • 7 i •I 1 A �s • • / / 1 i svoF�° I °qd / . ,�•Ai��R/�c� s °!y�F,r<s 9!°yF�<A '�tioFq1, 2;oF'� �ti°F>,,/ 1II1I�I •�II °'q'<o ;�.��yO�o • cq(B tiA /ti yO •Atic •cqo •!ti • G6 7�ti<-� ? O.QE•<oO2 i s/;s 'cz. J II_ r—T�— _ --- -------------------- I I ! I I I I i 1 °q0-14 I I I 1 �• 1 �ti II � 1 11 qT I I •� 1 I /2�tiF� I I II I III I 1 1 c �I III • I i i / I I •1 C;,00'2� � II I I ii '� I I 'A�tiFR I 1 �A'sr II I 1 11 ° q I I I C-y"'q� • � P 1 •III '<q� I o0 1� 1 I I � o �+Ilogi h I I bo' I I I I II Ion LL--- I I I II rll I 1 IL�� z I I C •I I � I I I ems,? 1 �.11 i e�� I I I I I 10, l ef7o 8 �� • oy� �, I I i I ti T I• `rl s a//r q I I I I I I Fs S qC • I I I I I I I 1 � T• `r I • Li�ocllllr � 4-------------------------A=--I I a---------------I II I --------------------- 1I I • I I I • `., �� / �A ,sT • I I 2g AO Rio / I I I I � x s�. '------------ -------�-J1�--4---- - - ---c—------------------------ ---=------------ --—— — — — — —JI — — —----1 - ---------- -------------------------- S00053'26"E 316.21' SEAL "°S`gpF T.H.Pritchett / Associates y�F'��PS N. PR�rCyq'p�y LANDSCAPE ARCHITECTS 1218 CAMINO LAGO qTF 2 j 5+P IRVING, TEXAS 75039 214-697-2580 THE N THIS DOCUMENT AUTHORIZED tom@landdesignplan.com DOCUMENT WAS AUfHOflIIDI BY T. H. PRITCHETT, R.L.A. NO.2115 ON 05/12/20M SITE TREE SURVEY DATA 4062020 ON SITE SURVEY T.H. PRITCHETT TREES SURVEY COMMON NAME BOTANICAL DBH TREE NO. TREE TYPE NAME CALIPER INCHES 101 POST OAK QUERCUS STELLATA 22 102 CREPEMYRTLE LAGERSTROMEA INDCA 20 103 LOBLOLLY PINE PINUS TAEDA 10 104 LOBLOLLY PINE PINUS TAEDA 14 105 LOBLOLLY PINE PINUS TAEDA 6 106 LOBLOLLY PINE PINUS TAEDA 14 107 LOBLOLLY PINE PINUS TAEDA 16 108 LOBLOLLY PINE PINUS TAEDA 16 109 LOBLOLLY PINE PINUS TAEDA 16 o 110 LOBLOLLY PINE PINUS TAEDA 16 111 LOBLOLLY PINE PINUS TAEDA 14 112 LOBLOLLY PINE PINUS TAEDA 14 oz No 113 LOBLOLLY PINE PINUS TAEDA 12 114 JAPANESE WHITE PINE PINUS PARVIFLORA 4 115 LOBLOLLY PINE PINUS TAEDA 20 116 LOBLOLLY PINE PINUS TAEDA 5 117 POST OAK QUERCUS STELLATA 24 118 LOBLOLLY PINE PINUS TAEDA 16 119 LOBLOLLY PINE PINUS TAEDA 16 120 LOBLOLLY PINE PINUS TAEDA 6 121 POST OAK QUERCUS STELLATA 22 122 POST OAK QUERCUS STELLATA 24 123 LOBLOLLY PINE PINUS TAEDA 12 124 POST OAK QUERCUS STELLATA 14 125 BLACKJACK OAK QUERCUS MARIANDICA 8 126 BLACKJACK OAK QUERCUS MARIANDICA 8 127 POST OAK QUERCUS STELLATA 24 128 POST OAK QUERCUS STELLATA 20 a 129 POST OAK QUERCUS STELLATA 24 130 POST OAK QUERCUS STELLATA 24+18 131 POST OAK QUERCUS STELLATA 26 132 POST OAK QUERCUS STELLATA 18+14 133 POST OAK QUERCUS STELLATA 30 134 LOBLOLLY PINE PINUS TAEDA 24 135 POST OAK QUERCUS STELLATA 18 136 POST OAK QUERCUS STELLATA 20 137 RED OAK QUERCUS SHUMARDII 8 z 138 BALD CYPRESS TAXODIUM DISTICHUM 8 TOTAL 571 INCHES 0 30 60 90 FEET TOTAL TREES GRAPHIC SCALE IN FEET TOTAL TREES CONSERVATION DATA 38 100% TREE SURVEY LEGEND EXISTING PROTECTED TREES ON SITE EACH NOTED BY NUMBER, TYPE AND SIZE ON ALUMINUM NURSERY TAG • SEE PLAN AND NOTES AND TREE SURVEY CHART 'S PROTECT AND MAINTAIN TREES AS SHOWN PER NOTES ON THE PLAN. 2A�ST CITY OF SOUTHLAKE, TEXAS PERMIT REQUIRED FOR ANY TREE REMOVAL. oyl q�- EXISTING NON PROTECTED TREES OFF SITE VARY FROM 4"-6" Aj NOTED BY TYPE TO REMAIN OR BE REMOVED, SEE TREE PROTECTION O.�`,�'y I PLAN S,/�• PROTECT AND MAINTAIN TREES AS SHOWN PER NOTES ON THE PLAN. F CITY OF SOUTHLAKE, TEXAS PERMIT REQUIRED FOR ANY TREE REMOVAL. NURSERY AREA "N.A.T."WITH "TREE STOCK FOR SALE" AND ARE �qT NOT PROTECTED TREES. ON SITE MOSTLY UNDER 6" CALIPER AND ARE NOT NUMBERED BUT WRAPPED WITH RED RIBBON ON ,L EACH TREE NOT DUG AT THIS TIME. NOTED TO BE REMOVED qT FROM SITE AND NOT MITIGATED ON LANDSCAPE PLAN. A VARIETY OF RED OAK, CREPE MYRTLE, CHINESE PISTACHE, BALD CYPRESS TREES ARE IN THE GROUND, BALLED AND BURLAPPED AND OR CONTAINERS. SEE PLAN AND NOTES CITY OF SOUTHLAKE, TEXAS PERMIT NOT REQUIRED FOR THE NURSERY STOCK TREE REMOVALS. 00 m m D (n E. CONTINENTAL BLVD W ® SITE m A �6 m VICINITY MAP NOT TO SCALE EXISTING ZONING: MH EXISTING USE: 1211 TIMBERLINE=MIXED USE 1213, 1215, 1217 TIM BERLIN E=IN DUSTRIAL PROPOSED ZONING: I1 PROPOSED USE: MIXED USE PROPERTY ADDRESS: 1211, 1213, 1215, 1217 TIMBERLINE CT. DECKER, HARRISON SURVEY ABSTRACT 438 TRACTS: 1B14 & 1136E, 11315 & 1136F, 1B17 & 1136H, 1B & 1136 00 N O 1 N Q N (5 Z W U) Q U V J cn = LLO) �O yw � M 0 1—> O Z ti 00 �No 00 Fm� LCoLLL E O O L z �� F- (5 ILL rI U) C CIO Z O Cy)Lu � J O w E H M m V Z 0 r` ■ ('� H awo QO Z U) LO a O J J F y 0v 4— U) z W Z a W ui Q 0 z O H a U U) Lu 0 z O D w 0 z 0 z Q z >- O cY) W �— I— — N 0�Q�W cn Z U Q Cr) Q W 2 -r 0- W W N m Z �m Q v= �� JWX U) CO W Q� m_ ~~Z Z>LL OU) r O 06 z� N�0 o 00 U 0 LL Q 2 u.i W� L0 Q Q =m >Z Q w0" M ~ W C14 N 0� < U � N r 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 Name 127967 PE # 05/10/2020 Date A.N.A. PROJECT NO.: 14-0432 SHEET No.: L 1 .1 Copyright© 2020 by A.N.A. 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N c� 0 / No D 0 < Q 0 m 0 D 0 < F, 0 z 0 F- N m N N 0 z z N F, 0 75 75 w N 0 z z 0 N N L0 0 0 0 N / z O 0 0 Q w N 0 0 N 0 N / 0 N 0 0 N 0 N w w w LL O w O w w z O N w O Q Q Q 0 v) 0 / 0 0 Q CD = 0 N �V) 0 j 6j Ln O MA WATER LINE ---------A • ITB 1 • I 1 0soK I I I I I I I 1 7150 Q I I T J T • 1 O I EX 8" SANITARY SEWER 11350 SQ FT 1 Sr1F 6" WATER LINE PROP 40' BUILDING LINE 750 SQ FT 7 2A�elF TII� RFRI INE COURT ( 60' R.O.W. AND UTILITY EASEMENT VOL 388-163, PG 56 D.R.T.C.TX.) c�`Sc=`'� &/41 - ,c\F c� c �.cr c�F c F c�F �F 1165b SQ ■4 �9 T II 1200 SQ Fj 7,1 • � 1� tick• • I for, s �� W , c r� °6 ,A/'Aow ti sr•F 2400 SO C' 9T BUILDING 1 PROP 40 LINE I 750 SQ FT No 7� ,6OS S EX 8" SANITARY SEWER Z a EX 61' WATER LINE I I = OWNER: ZEM PROPERTIES INC. EXISTING ZONING:I-1 zo `om I EXISTING LAND USE: MIXED USE LIL — — _ I I PROPERTY ADDRESS: 1207 TIMBERLINE CT. VIM r DECKER, H #438 ADDITION LOT 12 �ozr 4A III 75o SQ kT X w� 1� I I I i I FUTURE I I I I PROPOSED ■• 1 0 I I• IF T PHASE 3 BUILDING I I 1 1 PHASE 2 BUILDING z �100 S I SINGLE STORY I I I I SINGLE STORY 0 C RIGID FRAME STRUCTURE I I I RIGID FRAME STRUCTURE I i I 1 ■ • S9 </y 1 TYPE II-B (FIRE SPRINKLER SYS.) I I 1 I TYPE II-B (FIRE SPRINKLER SYS.)V I 1 I 15,678 SF GFA I I 11 10,442 SF GFA 9T L.U.D. =MIXED USE 9T L.U.D. = MIXED USE 750 SQ FT , 1 I 1 q A 1 I 1 FFE=631.95 1 �^ ■ 1 FFE=633.70 I Ic r° I • ,� 11 5� SQ Fr ,� I � --� � J I I I I 1 1 ST '� • �, I I I � / \ 7 EX 8" TER LINE I I \ \ 750 SQ FT2�w `■ 750 SQ F7 1 1� --------------- 1 I 1 1150 SQ FR • C'y`y� �7 ■ I , AsT • I I -x�°ST°c9�9jr 1 — — — — — — — — — J r L °�° c — — — — — — — — — — — — — — — — — — — — — — — -- -- -- L- - -----------------------o----------- -------- S00053'26"E 316.21' CANOPY AREA COVERAGE 1350 SQ Fr EXISTING PROTECTED TREES • CANOPY TO REMAIN , .o� 79 'stiF 1350 SQ FT EXISTING PROTECTED TREES • CANOPY TO BE REMOVED 2 17�ST� SOUTHLAKE TREE CONSERVATION CHART EXISTING TREE COVER PRESERVATION REQUIREMENTS AREA OF SITE: PER PLAT 1.78 ACRES 77,672 SQ FT PERCENTAGE OR EXISTING TREE COVER ON THE ENTIRE SITE DATA SQUARE FOOTAGE OF EXISTING 19,370 SQ FT TREE COVER ON SITE AS SHOWN CANOPY PERCENTAGE OF TOTAL TREE COVERAGE ON SITE 25.0% MINIMUM PERCENTAGE OF THE EXISTING TREE COVER TO BE 60.0% PRESERVED REQUIRED SQUARE FOOTAGE OF EXISTING TREE COVER TO REMAIN 11,622 SQ FT CANOPY PROVIDED SQUARE FOOTAGE OF 8,100 SQ FT EXISTING TREE COVER TO REMAIN MINIMUM PERCENTAGE OF THE EXISTING TREE COVER TO BE 42.0% PRESERVED TREE CANOPY REPLACEMENT REQUIRED 3,522 SQ FT SEE LANDSCAPE PLAN FOR 9—CE, CANOPY MITIGATION TREES 3—CP, CANOPY MITIGATION TREES z 0 30 60 90 FEET GRAPHIC SCALE IN FEET TREE PRESERVATION SYMBOLS TOTAL LESS TREES NET TREE TREES R.O.W. R.O.W. PERCENT EXISTING TREES ON SITE NOTED TO REMAIN ON SITE SEE PLAN AND NOTES. PROTECT AND MAINTAIN SHRUBS 24 0 0 63% • DURING CONSTRUCTION PER NOTES ON THE PLAN. 2A�STA o,0y MARGINAL EXISTING PROTECTED TREES ON SITE AND NUMBER 0 0 0 0.00 • NOTED AS CONDITION POOR, DAMAGED, LEANING TO BE REMOVED AND TREES WITH LESS 25% OF ROOTS AT DRIP LINE OR CANOPY REMOVED ,07 2srOSJsr o. oy 14 0 0 37% EXISTING PROTECTED TREES ON SITE AND NUMBER AND ARE IN BUILDING PAD AND PARKING LOTS AND DRIVES °��F ■ ■ • TO BE REMOVED ? 'ST' r Sys y,�- TOTAL TREES 38 0 0 100% SEAL o�_pNDSCgpF PR�T.H.Pritchett / Associates QP oH. co �� LANDSCAPE ARCHITECTS s 1218 CAMINO LAGO 'A,� 2 15+P IRVING, TEXAS 75039 214-697-2580 THE HIS DOCUMENTWASAUTHORIZED Y tom@landdesignplan.com T. H. PRITCHETT, R.L.A. NO, 2115 ON 05/12/2020 rn m m D E. CONTINENTAL BLVD W ® SITE m A D6 m •,c-I C' VICINITY MAP NOT TO SCALE EXISTING ZONING: MH EXISTING USE: 1211 TIMBERLINE=MIXED USE 1213, 1215, 1217 TIM BERLIN E=IN DUSTRIAL PROPOSED ZONING: I1 PROPOSED USE: MIXED USE PROPERTY ADDRESS: 1211, 1213, 1215, 1217 TIMBERLINE CT. DECKER, HARRISON SURVEY ABSTRACT 438 TRACTS: 1B14 & 1136E, 11315 & 11361F, 1B17 & 1136H, 113 & 1136 00 N 1 N O z W U) Q U � u V Jcl)H � O CA yr LU N M > O 00 1-- 0 0 �No a?" M ILL E O E L CC � 0 LE �0/Co Y/U ZLU �WLL CO O w E M�� M m Vz 0 r .SF- awo 00 H Hz 0v H �. W Z 3 W W Q 66 z 0 a X U 0) W 0 z O D W O z z J Z �- O CYx) ~ W 121— N O o Lu z 0 co Q � Q U _ W W W N `0 m U N M� C z v= _ —j w X cwf3 LU m_ ~~z z >`C U)0 � 0 I_zLO Ntn0 o m U Q LL 0 W LL LO 0 ccam z W M G w0— NUS N LU N U a � � r � N r 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 Name 127967 PE # 05/10/2020 Date A.N.A. PROJECT NO.: 14-0432 SHEET No.: L1.3 Copyright© 2020 by A.N.A. Consultants, L.L.C. to 0 75 m u) 75 w N 0 z z 0 N N 0 0 N z 0 0 0 Q w N w N 0 0 N 0 N i N N 0 N 0 N w w w LL U w 0 w w z 0 w U Q Q i 0 v) a) 0 i "t1_�i � Ln 0 ' EX 8" SANITARY SEWER • • SIGHT DISTANCE 1, 700 SQ FT PINE NEEDLE • • •• : •. 10-DAW 140 SQ • - - EX 6—"WATER LINE t Im 70 y 520 SQ FT 11 4-: 175 SQ FT M 1-LI 5-D 1,800 SQ FT PINE NEEI MULCH, 2" DI 245 INSTALL NEW WOOD FENC MIN. 8 FEET HIG AT PROPERTY LIN 4-1 z� 5-D/ 2-YF �zo Coco 0 �D 0 o 2- 5-E 3- 1- 8-1 4- 83 SQ FT P. -------------- �-I to TIMBERLINE COURT I O'X40' I O'X40' SIGHT DISTANCE SIGHT DISTANCE 1,700 SQ FT PINE NEEDLE 10 DAW ( 0' R.O.W. AND UTILITY ASEMENT MULL I, 2" DEEP 1_L OL 388-163, PG 56 D.R.T.C.TX.) 2-SM I I-SM 15-DAW 10-DAW 4 JM 1-LP 1-LP �- � SM - r -J I T PHASE TWO AND PHASE THREE LINE FOR BIDDING AND PROJECT CRITERIA FUTURE PHASE 3 BUILDING SINGLE STORY RIGID FRAME STRUCTURE TYPE II-B (FIRE SPRINKLER SYS.) 1 15,678 SF GFA L.U.D. = MIXED USE FFE=633.70 1 75 SQ FT LGL110 SQ FT 3-CE, CANOPY MITIGATION 10-DBH 0-DBI 100 SQ FT LGL I I/O SQ FT PWC T I \ T 1 460 � SQ FT P.L.A. 17 I 1-CP L> SQ i 1,200 SQ FT I.L.A. 1-CP 1,200 SQ FT ZGS 12-DBH `1-PC L4-CM I 1-PCJ 1 EX 8" SANITARY SEWER o DCF ,. �,-�.... 'a�110. .-,�� ram' ► . .1 ,�t> _ ,.. �►.-4MULCH, 2" &7 • SQF -� ' FT /.�• ..•• • - • '5 I ►�. co 175 • FT P • • SQ FT I.L.A-_� I. .• • 1 Ala �i ±O •• SQ FT PINE NEEDLE�3 •EEP PROPOSEDBUILDINGSINGLE 2 STORYPHASE RIGID FRAME STRUCTURE TYPE II-B (FIRE SPRINKLER SYS.) 1 0, I ►a I CANY •• MITIGATION �Ilr SQ FT P; r•200 ••• • . •: I CID 1•- 1 13W ��Tt-ice! Cl �l f_i �1'�i�� t�+_�®� �_ �'e� =q Wd }711 •es�� C CANOPY2-CM • z 0 30 60 90 FEET GRAPHIC SCALE IN FEET EX 61 WATER LINE OWNER: ZEM PROPERTIES INC. _ < N EXISTING ZONING: I-1 zo EXISTING LAND USE: MIXED USE PROPERTY ADDRESS: 1207 TIMBERLINE CT. zz� CCER, H #438 ADDITION LOT 12 �pzo � m X�wfJ X N on ,o N� 0 SELECTED PLANT LIST SEAL o�_pNDSCgpF PT.H.Pritchett / Associates R��_�A LANDSCAPE ARCHITECTS s � 1218 CAMINO LAGO �IRVING, TEXAS 75039 214-697-2580 THE DOCUMENT APPEARING tom@landdesignplan.com DOCUMENT WAS AUTHORIZED BY T H PRITCHETT,RLA NO 2115 ON 05/1 2/2020 LANDSCAPE ORDINANCE LEGEND UANTITY-PLANT NAME, PLANT QUANTITY, NAME AND SIZES PER EACH CALL OUT SIZE, NOTES SEE PLAN L1-2 FOR LANDSCAPE SPECS AND DETAILS SOUTHLAKE LANDSCAPE ORDINANCE, DENOTES SQUARE SQ FT P.L.A. FOOTAGE OF PARKING LOT LANDSCAPE AREA k.__�30 SQ FT I.L.A. SOUTHLAKE LANDSCAPE ORDINANCE, DENOTES SQUARE FOOTAGE OF INTERIOR LANDSCAPE AREA "I.L.A." �2,280 IRRIGATION SLEEVE LOCATION INSTALL (1) 2" AND SLV (1) 4" PER LINES SHOWN ON THE PLAN INCLUDE _IRR -.....- — SLEEVE AND SIDEWALKS AS SHOWN IN R.O.W. AND ON SITE. KEEP DAILY LOG AND LOCATION ON SITE PLAN, FOR RECORDS. STAKE LOCATIONS INSTALLED WITH 1" PVC PIPE, 24" HIGH. AT BOTH ENDS. ET EXISTING PROTECTED TREES ON SITE AND NUMBER NOTED TO REMAIN ON SITE, LOCATED 04/10/2020 T.H. PRITCHETT R.L.A. 2115 170 7 SEE PLAN AND NOTES AND TREE SURVEY NO AND SIZE AND TYPE THIS SHEET 22 SJ PROTECT AND MAINTAIN TREES WITH TREE FENCING AS SHOWN DURING CONSTRUCTION PER NOTES ON THE PLAN. 9/r SOUTHLAKE, TEXAS PERMIT REQUIRED FOR ANY TREE REMOVAL. CT LANDSCAPE AREA BUFFER YARD LARGE CANOPY TREES, IRRIGATION REQUIRED (2) ADJUSTABLE BUBBLERS EACH. LARGE PL INTERIOR PARKING LOT LARGE CANOPY TREES REQUIRED IRRIGATION REQUIRED (2) ADJUSTABLE BUBBLERS EACH. ALL PARKING SPACES TO BE WITHIN 75 FEET OF A LARGE TREE LARGE AT ACCENT UNDER STORY TREES IRRIGATION REQUIRED (1) ADJUSTABLE BUBBLERS EACH. ORNAMENTAL LANDSCAPE CANOPY MITIGATION TREE, SEE PLENT LEGEND FOR TYPE AND SIZE T IRRIGA71ON REQUIRED (2) ADJUSTABLE BUBBLERS EACH. LARGE 5'------- SCREENING EVERGREEN SHRUBS LANDSCAPE BUFFER SHRUBS, SCREEN INSTALL IN MINIMUM 4 FOOT WIDE BED AT 3 FEET ON CENTER PLANTS TO BE 24 INCHES -' HIGH AT TIME OF PLANTING, WITH 3" HARDWOOD MULCH AND STEEL EDGING. IRRIGATION REQUIRED DRIP LINE UNDER MULCH 100 SQ FT-_[��EVERGREEN GROUND COVER 1 GAL. SEE PLAN FOR SQ.FT. AND TYPE WITH QUANTITY 100 SQ FT PERENNIAL BEDS 4" POTS AS SHOWN. SEE PLAN FOR SQ.FT. AND TYPE WITH QUANTITY r.7-----4-..r .-, BERMUDA GRASS, SOLID SOD, INSTALL WITH HAND TIGHT JOINTS, I'.;. ;4 • ; 1 USING LARGE PIECES OR ROLLS, NOTE SQ FT NOTED IS FOR EASE IN PRICING L A••, `-_-;� LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR PROVIDING 100% COVERAGE IN ALL AREAS SHOWN OR NOTED ON THE LANDSCAPE PLANS, MINIMUM 6" TOP SOIL. PINE NEEDLE MULCH MINIMUM 2" DEEP AS SHOWN. SEE PLAN FOR SQ.FT. AND TYPE WITH QUANTITY, USE IN DEEP SHADE UNDER EXISTING PINE TREES. m m E. CONTINENTAL BLVD W ® SITE m m VICINITY MAP NOT TO SCALE CITY OF SOUTHLAKE LANDSCAPE REQUIREMENTS NONRESIDENTIAL LANDSCAPING REQUIREMENTS TOTAL GROSS AREA OF THE SITE LOT 11, FOR BOTH PHASES 77,672 SQ. FT (A) LANDSCAPE ORDINANCE NO 544-B 1. INTERIOR LANDSCAPE AREA REQUIRED ZONING IL OVER 10,000 SQ FT SUMMARY BUILDING PHASE 2 10,442 SO FT LANDSCAPE AREA % AREA IN FRONT YARD CANOPY TREES ACCENT TREES SHRUBS GROUND COVER SQ FT SEASONAL COLOR SQ FT REQUIRED: 1,567 SQ FT 100% 4 7 40 236 SQ FT 32 SQ FT PROVIDED 8,300 SQ FT 100% (4)+0=4 (5)+2=7 50 415 SQ FT 40 SQ FT SUMMARY BUILDING PHASE 3 15,762 SQ FT LANDSCAPE AREA % AREA IN FRONT YARD CANOPY TREES ACCENT TREES SHRUBS GROUND COVER SQ FT SEASONAL COLOR SQ FT REQUIRED: 2,365 SQ FT 100% 5 10 60 356 SQ FT 48 SQ FT PROVIDED 1 4,885 SQ FT 100% (4)+1=5 (9)+1=10 60 455 SQ FT 80 SQ FT OTHER COMMENTS:(-) TREE CREDITS USED PARKING LOT LANDSCAPE AREA THE PARKING LOT LANDSCAPE AREA REQUIRED BY PERCENTAGE OF PARKING LOCATED BETWEEN FACADE AND R.O.W. LESS THAN 25% PARKING IN THIS AREA REQUIRES 15 SQ FT PER PARKING STALL REQUIRED PROVIDED BUILDING PHASE 2 PARKING STALLS 420 SQ FT 835 SQ FT BUILDING PHASE 3 PARKING STALLS 510 SQ FT 840 SQ FT VISIBILITY TRIANGLE:10' AT INTERSECTION AT EDGE OF PAVING, EXTENDING 40 FEET EITHER DIRECTION. AS SHOWN ON THE PLAN. SUMMARY C. APT A11f7PTPYAPrI1Z LOCATION REQUIRED LENGTH BUFFERYARD CANOPY ACCENT SHRUBS FENCE/SCREEN NORTH REQUIRED 245' 5'-0"/ "A" 3 5 20 N.A. EAST PROVIDED REQUIRED 245' 316' 5'-0"/ "A" 4 7 26 N.A. N.A. SOUTH REQUIRED 246' 10'-0"/ "F1" 8 15 20 N.A. WEST REQUIRED 316' 10'-0"/ "D" 13 16 57 FENCE NOTE ANY CREDITS USED IN CALCULATION EXISTING TREE PRESERVATION USED ON SITE EXISTING TREE CREDITS NUMBER TREES CREDITS CREDITS USED TREES 6"-12" 1 2 UNDERSTORY 2 TREES GREATER 12" 4 8 CANOPY OR 8 4 12 UNDERSTORY 12 SYMBOL KEY COMMON NAME BOTANICAL NAME SIZE AND COMMENTS, SEE NOTES BELOW QUANT LARGE CANOPY TREES 11 CE CEDAR ELM ULMUS CRASSIFOLIA SINGLE TRUNK, (*) 100 GAL, 4.00-4.25" CAL., 10-12 FT CANOPY HEIGHT, FULL HEAD 7 CP CHINESE PISTACHE PISTACHII CHINENSIS SINGLE TRUNK, (*) 100 GAL, 4.00-4.25" CAL., 10-12 FT CANOPY HEIGHT, FULL HEAD 42 PC POND CYPRESS TAXODIUM ASCENDENS SINGLE TRUNK, (*) 65 GAL, 3.25-3.50" CAL., 10-12 FT CANOPY HEIGHT, FULL HEAD 6 LP LOBLOLLY PINE TAXODIUM ASCENDENS SINGLE TRUNK, (*) 65 GAL, 3.25-3.50" CAL., 10-12 FT CANOPY HEIGHT, FULL HEAD ACCENT ORNAMENTAL TREES 8 SM SHANTUNG MAPLE ACER TRUNCAUM 35 GAL, 2.5-2.75" CAL., 7-9 FT HEIGHT, FULL HEAD 12 JM JAPANESE MAPLE"BLOODGOOD" ACER PALMATUM "BLOODGOOD" BB, 2.0-2.25" CAL., 6-8 FT HEIGHT, FULL HEAD 7 CM CREPE MYRTLE " RED" LAGERSTROEMIS INDICA 35 GAL, 2.5-2.75" CAL., 6-8 FT HEIGHT, FULL HEAD 9 YH YAUPON HOLLY ILEX VOMITORIA, TREE FORM 35 GAL, 2.5-2.75" CAL., 6-8 FT HEIGHT, FULL HEAD 4 SH SAVANNAH HOLLY ILEX X ATTENUATTA 35 GAL, 2.5-2.75" CAL., 7-9 FT HEIGHT, FULL HEAD SHRUBS, EVERGREEN FOR INTERIOR LANDSCAPE, PARKING LOT AND BUFFERS 106 DAW DWARF ABELIA "WHITE" ABELIA GRANDIFLORA, NANA 3 GAL. 24" HIGH, FULL HEAD, PLANT 2" HIGH AND 3" MULCH 88 DBH DWARF BURFORD HOLLY ILEX CORNUTA, BURFORDII 5 GAL. 24" HIGH, FULL HEAD, PLANT 2" HIGH AND 3" MULCH 21 NRS NELLIE R. STEVENS ILEX OPACA, N.E. STEVENS 35 GAL. (*) FULL TO GROUND 8'-9' HIGH, PLANT 5'-0" O.C. THICK GROWTH, FULL TO THE GROUND 98 DCF DWARF CHINESE FRINGE PLANT LOROPETALUM CHINESE "TRAILING" 3 GAL. FULL TO GROUND 10'-12' HIGH, THICK GROWTH, FULL HEAD "TRAILING" GROUND COVERS 455 MFG MEXICAN FEATHER GRASS STIPA TENUISSIMA 4" POTS WITH 3" MULCH. 785 PWC PURPLE WINTER CREEPER EUONYMUS COLORADUS 4" POTS WITH 3" MULCH. 12" O.C.E.W. FILL BED AS NOTED QUANTITY 285 LGL LIRIOPE GIGANTICA LIRIOPE GIGANTICA 4" POTS WITH 3" MULCH. 7000 PNM PINE NEEDLE MULCH SEE LEGEND SEASONAL COLOR 120 SCP SEASONAL COLOR POTS SEASONAL COLOR 6" POTS, TO BE SELECTED BY OWNER GRASS 7300 ZGS ZOYSIA GRASS, SOD ROLLS CYNODON DACTYLON, SOLID SOD, ROLLED SAME DAY AS INSTALLED AND AGAIN UNTIL SMOOTH EXISTING ZONING: MH EXISTING USE: 1211 TIMBERLINE=MIXED USE 1213, 1215, 1217 TIM BERLIN E=IN DUSTRIAL PROPOSED ZONING: I1 PROPOSED USE: MIXED USE PROPERTY ADDRESS: 1211, 1213, 1215, 1217 TIMBERLINE CT. DECKER, HARRISON SURVEY ABSTRACT 438 TRACTS: 11314 & 1136E, 11315 & 1136F, 1B17 & 1136H, 1B & 1136 00 N O O i O 04 N O z W U) Q U � u (3 JU)H 10 JO rn LU N M H> o " 0 moo 0004 a? M LGL E O q LL CC 0 � E of 0 Zw 0 O UJ E M�_j M m V Z O 1` .SF- aZo 00 .. o 2E a j J 4z U) F } H W V Z Z W Lll Q 66 Z O a U 01 w Z O U) LU O Z Z J O I..L N W - W n r U) Q U Q = U) 1..� 0 W Z N J `° Uco N M� C z v= X mQ� CIO z >`°~z o �CO O �zLO 06 Ntn0 Om U Q LL R LL LO 0 Q am =� Z w M �- w0m NUIY N U a � rY r N 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 Name 127967 PE # 05/10/2020 Date A.N.A. PROJECT NO.: 14-0432 SHEET No.: L1.4 Copyright© 2020 by A.N.A. Consultants, L.L.C. w Q w N z z 0 N N L0 0 0 N 0 N / z 0 Q w N N 0 0 N 0 N / N N 0 0 N 0 N w 0 w 0 z 0 U) w U Q / 0 0 / 10'X40' EX 8" SANITARY SEWER _ TIMBERLINE l �/\J URT EX 8" SANITARY SEWER SEAL 10'\/40' 10'X40' ��pNDSp/?/T•H.Pritchett / Associates SIGHT DISTANCE 1,700 SQ FT PINE NEEDLE /� /� H PRr �. IGHT DISTANCE SIGHT DISTANCE 1,700 SQ FT PINE NEEDLE • 10'X40' MULCH 2" DEEP��° y m LANDSCAPE ARCHITECTS % 1 / 1_ns� 0 n \A/ ANlrl I ITII ITV ACF-KAP-NIT nAiii ')" nC-E-0 245 —:5: INSTALL NEW WOOD FENC l I II I I Ir MIN. 8 FEET HIG II I II AT PROPERTY LINEji 0 PHASE TWO AND PHASE THREE LINE II I I II 0 4— H I FOR BIDDING AND PROJECT CRITERIA II I I i- z i 0 5—D W II I N I II I �7] L-II— — — 2—Y �Po N < CD 00 O 00> c� 0 O z R � � I m J —NRS 4—NRS OWNEI G N E> o VISTIf PROPERTY A �[��CER, N Ln 1— JM Z 5—NRS 1—PC 2—CE, CANOPY MITIGATION 0 16 32 48 FEET GRAPHIC SCALE IN FEET 00 0 0 9 N Q N O Z LU U F— U V J (n H J0 LLO' W M ZU 00 �No a�(10 � 00 J 0 E z 0 C6 H to, E (Acn M a LL LO OZw Q W E M~ii M m V Z O ti L ■ (� H T_ a0 2 Wo H U) LO v J W � J O: H N a t- H z W p W Z a z W ui F_ Q 0 vi z O H d U U) W 0 z O D w Of 0 z Z z J Q Z 0- a- 0- — 0 w N Uj W I— 0 Q 0 Q �UQz �C�� c�C)w DZN J J Q `° m U 06 WCm N CO� z Q LU J u1 X U) W W Q zm_ >LL ~~z coo o '`o� z N U)0 O m U Q IL am ��Z W MUD Ww� Y m r N w� N Q U � H � N 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 Name 127967 7E# Date A.N.A. PROJECT NO.: 14-0432 SHEET No.: L1.5 Copyright© 2020 by A.N.A. Consultants, L.L.C. N co 0 0 z U W O ry Q z Q CHTY OF THE CITY OF SOUTHLA KE A1��E TARRANT COUNTY, TEXAS WATER, SEWER, DRAINAGE, PAVING IMPROVEMENTS TO SERVE: ZEM ADDITION PHASE 2 1211 51, 1213, 1215, 1217 TIMBERLINE CT. 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. O V o Lu ve y E Highland St E DovP FaiF. n FA. •Y4- Z z L� ' _14 110p �f d 81va C � A� a n y t - 114" D > 0 Cc o Y � z v &ouihbkr a J 13icen*nnial Toxn qunre z z Park - ti0y� 5ouUilake NK,y E Southlake Blvd _ _ I17091 W Northwest a 3 3ita.vay Fh�n W W all y0� Qa o W Colleges a m y > U J 114 y - pUd Ira E W to N ��ba,l O Pie E Continental Blvd �. G �c� PROJECT 0 0 MLOCATION 6e C a Timarron country Club 3 n Ur �u5ta g ` a � r ere i L C. f7 y� 0 T eta �' •- ` John McCain Rd x G i rn Timberline Dr a Kin':. o 4 F' Parr Park ` vy �0 1° WeStpOr I Pkv: 1. , OWNER / DEVELOPER ZEM PROPERTIES P.O. BOX 1725 COLLEYVILLE, TX 76034 CONTACT: MR. DAVID MASERANG TEL: (817) 577-0661 CITY CASE NO. ZA20-0028 EMAIL: ROCK@SHEETROCKER.COM CITY PROJECT NO. ------ FILE N O . ------ LOCATION MAP NTS ENGINEERS: - ENGINEERS * SURVEYORS * PLANNERS 5000 THOMPSON TERRACE COLLEYVILLE, TX.76034 (817)335-9900 CONSULTANTS L.L.C. FAX*(817)335-9955 www.anallc.com TBPE FIRM # F-20 MAY 2020 SHEET INDEX SHEET NO. DESCRIPTION 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 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 5/26/2020 Type or Print Name PE # Date CITY CASE NO. ZA20-0028 Copyright © 2020 by A.N.A. CONSULTANTS, L.L.C. o QNN Ln o Ln o 00 Lf� OWNER: GUO HONGLIN & GONG CUILING I OWNER: MCCLELLAN TOMMIE LEE I OWNER: JOLLY MALWINDER BAWA OWNER: JOLLY MALWINDER BAWA EXISTING ZONING: MH EXISTING ZONING: MH EXISTING ZONING: MH EXISTING ZONING: MH EXISTING LAND USE: INDUSTRIAL I EXISTING LAND USE: INDUSTRIAL I EXISTING LAND USE: INDUSTRIAL I EXISTING LAND USE: INDUSTRIAL PROPERTY ADDRESS: 1220 TIMBERLINE CT. PROPERTY ADDRESS: 1216 TIMBERLINE CT. PROPERTY ADDRESS: 1214 TIMBERLINE CT. PROPERTY ADDRESS: 1214 TIMBERLINE CT. DECKER, HARRISON SURVEY ABSTRACT 438 DECKER, HARRISON SURVEY ABSTRACT 438 DECKER, HARRISON SURVEY ABSTRACT 438 DECKER, HARRISON SURVEY ABSTRACT 438 TRACT 1605 TRACT 1B05B - - - - TRACT 1B12A - - - - - - TRACT 1B12A - - - - - - FUTURE PHASE 3 28LF OF PROP ASPHALT EX WATER METER AND PAVEMENT REPAIR EX GRAVEL z 24LF OF ASPHALT 277 PK NAIL EX GRAVEL > PK NAIL EX GRAVEL PAVEMENT REPAIR E=2391745.8 DRIVE SERVICE TO REMAIN EX GRAVEL DRIVE oM M N=7021991.00 DIVE FOR IRRIGATION DRIVE FUTURE PHASE 3 EL-631 66 8"ss - - i-=635.01E=2391744.17 a"ss EX 8 SANITARY SEWa"ss �� ER _ PROP 4 SS-2 SANITARY ELa'ss 8"sS 8"ss ,ass SEWER SERVICE EX FIRE - RIVEWAY PUBLIC LINE TO ROW HYDRANT TO PROP DRIVEWAY > PROP 4 FUTURE RAMED DRT TIMBERLINE CT. BE RELOCATED NAME DR2 0- _ _ _ SS-1 SANITARY SEWE T EX ASPHALT PAVEMENT 24' N PUBLIC LINE TO ROW VICE 777LF TO STREET END CUL-DA-SAC < 24' 60' PUBLIC ROW < DRIVEWAY 204.7LF DRIVEWAY C) DRIVEWAY o =t 157.6 DRIVEWAY - _ 159 DRIVEWAY = o M CENTERLINE DISTANCE - �- - - CENTERLINE DISTANCE W CENTERLINE DISTANCE � TO NEXT DRIVEWAY SOUT- - --- 6"W gW 6W „ � 6 w EX 6" WATER LINE EX 6 WATER LINE in EX WATER METER AND SERVICE TO REMAIN FOR - - - - - - - - --f-- EXISTING WROUGHT IRON J FENCE TO REMAIN PROPOSED 8' HIGH WOOD SCREENING FENCE AT PROPERTY LINE OWNER: TEXMNG LLC. EXISTING ZONING: MH MANUFACTURED HOUSING EXISTING LAND USE: INDUSTRIAL PROPERTY ADDRESS: 1219 TIMBERLINE CT. DECKER, H #438 ADDITION LOT 8 IIco CO IQ0 N EX 5' UTIL. ESMT. I IM m 0 PROP 5' UTIL. ESMT. 10' LANDSCAPE BUFFER YARD TYPE "F1" PROPOSED 8' HIGH ' WOOD SCREENING FENCE AT PROPERTY LINE FUTURE PHASE 3 I DUMPSTER ENCLOSURE LOCATION -- - - - - - - - - - - - - - - - J y • y. W N CD y I w m y FUTURE SLIDING DOOR WROUGHT IRON GATE y Y + v I y � I TYP. 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 57' 279 5/8" IR ANA" CAP N=7022017.76 E=2391894.21 EL=635.19 24' En N 316.111i�- W 6 W 6, W 'W EX FIRE HYDRANT 2S IT m- y y Y Y y (/� • y I y y y ' y y y : y N C y y owy w' y Y 1 W y y y •, •', W �Y �Y N .Y .Z7 �% y y W �Y �Y J �YY n �Y to y 5 EXISTING = I PROP SLIDING 5''; y z y y z y y xp y �� Ci O J y W W W y y y y n y W W • 0•. WROUGHT IRON o DOOR WROUGHT -k y y Y y y y m y y ¢ D Y yY y z y y y y y J•b �Y y N o U FENCE TO REMAIN = o IRON GATEv } W Y +Y Y �Y �Y W W •Y W y y M y V� 'k �Y J ¢ w W y � W y w ¢ N z �" - 0° PROP 4" SS-1 w �j + y w y y �.-� m FUTURE PHASE 3+ W J. W v. y y •i y y , �I y J� W W •.,� y �Y •Y y � w Ji WY W y Uj PRIVATE SANITARY c,; can y Ln. 4" SS-2 PRIVATE �� o - b PROP 1 WATER METER y y y PR P 1 y y y SEWER SERVICE W W 51 y y y y y y d SANITARY SEWER, ITO SERVE PH SE 3 r PR 5' yWATE METER y W W W W � w y + y y `�' `i' y y SERVICE y y `� 1 •� y y �; ..z y y 40' FRONT YARD SETBACK 40' FRONT YARD SETBACK y y y 40' FRONT YARD SETBACK TIC. S T. �� y y W y Y Y y J 15 y of \ N:7022148.24 6 .8 N:7022218.07 i N:7022286.65 N:7022042.61 NI E:2391822.12 I E:2391821.12 t CDE:2391820.55 W y E:2391823.46 III PROP BUILDING = I PARKING SPACES TO BE ENTRANCE TYP. N wRE -STRIPED AS ADA SPACE 18 �PI PROP ADA PARKING w I FOR FUTURE PHASE 3 \ ' 18' STRIPE PER DETAIL TYP. U-1 y 5, N I = y FUTURE PHASE 3 PARKING \ PROP 24' 4,8' 0 y FUTURE STALL CURB STOP WIDTH I LnOjai y y y FIRE LANE I PROP PARKING CURB y y PHASE 3 BUILDING LU w STOP PER DETAIL - ¢ Z I y SINGLE STORY w Ji o g PROPOSED W y RIGID FRAME STRUCTURE z I PHASE 2 BUILDING TYPE II-B (FIRE SPRINKLER SYS.) LM rV Y PROP 6 y y 15,678 SF GFA \w w ¢ - n SINGLE STORY W \U) v7 a T' FIRE LINE' Y y L.U.D. = MIXED USE LQ Q to a I RIGID FRAME STRUCTURE ¢ FFE=633.10 \_ = oc 7h TYPE II-B (FIRE SPRINKLER SYS.) y BUILDING HEIGHT = 22'4" �� al Ln 10,442 SF GFA LW L.U.D. = MIXED USE 5' 106' FFE=631.80 ¢ W @) BUILDING HEIGHT = 22'-0" w y w v 68' to y a Iy y PROP 6" FIRE LINE z ERVE PHASE OWNER: ZEM PROPERTIES INC. T y y OS Y _I o � S 3 � EXISTING ZONING: MH y a EXISTING USE: W y "' 1211 TIMBERLINE=MIXED USE W 1213, 1215, 1217 TIMBERLINE=INDUSTRIAL W y w i I 24' I PROPOSED ZONING: I1 ': PROPOSED USE: MIXED USE y y y z PROPERTY ADDRESS. 1211, 1213, 1215, 1217 ' LU Y y (Di "; TIMBERLINE CT. W DECKER HARRISON SURVEY ABSTRACT 438 y PRO y UTIL SMT.I TRACTS: 1B14 & 1B6E, 1B15 & 1B6F, 1B17 & y N:7022149.30 Ln 2: 4.8 IB6H,E:2391970.01 yN:7022043.75 � T'w a _ I N:702E:2391969.12 N:7022219.34 2287.92 y E:2391972.70 I E:2391972.12 y y 57' a' M • A 70 y --w PROP FIRE W 4, y y y y y y 4, W y HYDRANT W W O I Uri + W PROP. ii 8 WATER y •Y y Y Y y� y •Y •Y y W �d¢ W y y Y Y �Y Y w y y y y y y �Y y W i'r1 y ,y��- O I z y y y . y .v y y �Y y .y �� N I c Z y L Y y 3 0� `•..... y y J •YY Y Y Y Y Y •Y y y y y y y •Y y Y W �Y �Y y y y y uj r 1n N 0 0 41 y� y� tra W+•b y y y y y y �Y y � Ln70+ �._0 W W W y Jr .i. •- -•- - --__ X z .✓ y y W W W W y y y y V� Y _ IC) p I, r,�y y y PROP 45WIDE Ln M Q �. W y L(, Iy W W PRIVATE y y y W y w DRAINAGE y W y y y y y yV%y y EASEMENT, = 10'X25' �, yI y y y ,� y y y 10' REAR YARD SETBACK _ 10' REAR YARD SETBACK _LOADING ZONE W W I y PROP RETAINING WALI REF. GRADING & V w w LANDSCAPING PLAN CDz w Q ini� v< RETAINING WALL: x w w �tnaw C) w a HEIGHT VARIES FROM 0' TO 5.5' w Q g J MATERIAL SHALL BE > w op STONE WALL TO MATCH BLDG FACADE a co S00053'26"E 316.21' �'�_7,PROP 5' WIDE PROP DUMPSTER CURB OPENING ENCLOSURE LOCATION DUMPSTER ENCLOSRE: HEIGHT: 8'4' 280 MATERIAL: 10" THICK 5/8" IR "ANA" CAP STONE WALL TO MATCH N=7022181.25 BLDG FACADE E=2392018.28 EL=625.42 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 OWNER: ZEM PROPERTIES ADDRESS: P.O. BOX 1725 COLLEYVILLE, TX 76034 CONTACT: MR. DAVID MASERANG PHONE: (817) 577-0661 EMAIL: ROCK@SHEETROCKER.COM OWNER: ZEM PROPERTIES IN EXISTING ZONING: MH EXISTING LAND USE: MIXED USE PROPERTY ADDRESS: 1210 TIMBERLINE CT. DECKER, HARRISON SURVEY ABSTRACT 438 - TRACT 1B10G - - EX 8" SANITARY SEWER 8"SS 8"SS I EX GRAVEL1 DRIVE 8"SS D Cn z 463LF TO E. CONTINENTAL BLVD & TIMBERLINE CT. INTERSECTION w co Ln M w EX " WATER LINE „w z®� 6"W 6 W 6' W H3lla 3N1WMJ 0 �w WROU H IRON co 0 N O rn O� • -0 0Z7 0Z7 Om N C Z W r0 QD EXISTING m z z z o ' WROUGHT IRON pN �m FENCETOREMAINI ;> o jI\ EXISTING 18' HIGH WOOD SCREENING FENCE AT PROPERTY CLINE - - - ------------------ I I I I I z 00 O 00 C U-1 I o I � I I I ' EX 15' UTIL. ESMT. EX 5' UTIL. ESMT. I OWNER: ZEM PROPERTIES INC. EXISTING ZONING: I-1 EXISTING LAND USE: MIXED USE PROPERTY ADDRESS: 1207 TIMBERLINE CT. 00 c00 I I DECKER, H #438 ADDITION LOT 12 W o m EXISTING 8' HIGH WOOD SCREENING FENCE N AT PROPERTY LINE cis j wl I I PROP 5' UTIL ESMT. L 6"w - - - - - - - - -- RETAINING WALL: HEIGHT VARIES FROM T TO 7' MATERIAL SHALL BE STONE WALL TO MATCH BLDG FACADE I w PROP RETAINING WALL ( Y_ U-) -� REF. GRADING & CD Z ''' LANDSCAPINGI PLAN x w w 00 w F- tY I > I I w 6-1 I 0-6 CL 26' --� - -- --- I I � - 2 \ 60D SET EX 8" I N=7022363.35 WTER LINE - - - J E=2391975.14 - T - - EL=620 97 - - - 8"SS - 1 v V Y PK NAIL Ln N=7022460.90 E=2391737.76 D EL=618.59 Soudilake E Southiake Blvd a a a �y =u C 0 m > I I � _ I � w w w H o 0 �3 is o- EXISTING ZONING: EXISTING LAND USE: PROPOSED ZONING: PROPOSED LAND USE: 5' z� �3� _ LANDSCAPE j n� - BUFFER YARD 3 - GROSS SITE ACREAGE: NUMBER OF PROPOSED LOTS: PERCENTAGE OF SITE LAND COVER: - - TYPE "A" - - - a 6"W 6"W 6"W W Northwr_I w w a115t W Colleges t t'a t: wool' `r'6a1t P`, G �c� PROJECT 0 M LOCATION 3 Nys%309 Dr 11 oAKIO ody � Q .s4° s V3 0 c 7C 7 n r = Q� O ` Timberline Dr DETENTION I- POND LIMITS PROP 21 OUTFACE En � OPENING & RIP RAP O w DETENTION FL=622.10 a � POND OUTFACE D STRUCTURE SEE 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 S . FT. DETAIL SHEET PERCENTAGE OF IMPERVIOUS LAND COVER 72.0% OF THE PROJECT SITE PROPOSED FLOOR AREA PHASE 2 BUILDING OFFICE AREA = 1,566.3 SF Z BASED ON BUILDING USE PHASE 2 BUILDING WAREHOUSE AREA = 8,875.7 SF PHASE 2 BUILDING TOTAL AREA = 10,442 SF 00 0 20 40 60 PHASE 3 BUILDING OFFICE AREA = 2,351.7 SF PHASE 3 BUILDING WAREHOUSE AREA = 13,326.3 SF (N O OCD OMNI NEE* GRAPHIC SCALE IN FEET PHASE 3 BUILDING TOTAL AREA = 15,678 SF N REQUIRED PARKING: LEGEND OFFICE AREA: (11300) SPACES: WAREHOUSE AREA: (1/1000) SPACES PHASE 2 = 6 SPACES : PHASE 3 = 8 SPACES PHASE 2 = 9 SPACES : PHASE 3 = 14 SPACES N FUTURE PHASE 3 PROPOSED PHASE 2 REINFORCED REINFORCED PHASE 2 TOTAL 15 SPACES : PHASE 3 TOTAL = 22 SPACES PHASES 2&3 TOTAL REQUIRED PARKING = 37 SPACES 0 z CONCRETE PAVEMENT CONCRETE PAVEMENT ADA PARKING REQUIREMENTS TOTAL PHASE 2 MUST INCLUDE 2 SPACES WITH AT LEAST 1 VAN ACCESSIBLE w FUTURE PHASE 3 PROPOSED PHASE 2 REINFORCED CONCRETE REINFORCED CONCRETE SIDEWALK SIDEWALK TOTAL PHASES 2&3 MUST INCLUDE 3 SPACES WITH AT LEAST 1 VAN ACCESSIBLE (n Q U >_ 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 " PROPOSED LANDSCAPING 51 REGULAR SPACES 1 HC SPACE AND 2 VAN ACCESSIBLE SPACE ANTICIPATED SCHEDULE OF DEVELOPMENT: PHASE 2 - JULY 2020 REF. LANDSCAPING PLANS U PHASE 3 - JULY 2022 V J x - ..0 >, y w N cco o M CD �> o r`oCo �NCD aZ) U z Co "CD LL E o C � z O(F-0 M CS w E yCn rnLuIT 0) a_ O L J O Q co M� J co 0- w Z O ti H ■ (7 �- awo Co Z o Ice LO a c W � J J N � f y 0v } Ia" J N n 19 z W LLI Z Z W lii Q 0 z 0 a_ U rn w 0 z 0 L w O z 0. Z 00 LL - N z W v! Q 0- 2 W G W N 00 00 U W r^ vi N m �� z _ Q JwX CO Q of W < u7 co a- }m _ z w� >m O ��z �0 I- z N (� 0 Q om ^LL Of �O� Q¢m _ ��z Q �U� W w� Ym N LU Q U � � N 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 Name 127967 PE # 5/26/2020 Date A.N.A. PROJECT NO.: 14-0432 SHEET No.: C3.0 Copyright© 2020 Ly A.N.A. Consultants, L.L.C. 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 - 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. 2. GENERAL NOTES - WATER IMPROVEMENTS: 3• 1. ALL 1" AND 2" WATER METERS WILL BE INSTALLED BY CITY PERSONNEL. 4• 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 5• 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 6• 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 7• 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 8• 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 9• ONLY. HYDRANTS WILL BE PAINTED BY THE CITY. 10. ANY WATER VALVES LOCATED WITHIN PAVEMENT AREAS SHALL BE ADJUSTED TO FINAL GRADE 10 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 11 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. 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 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. THE SUB -GRADE SHALL BE PROOF ROLLED AND OBSERVED BY THE CONSTRUCTION INSPECTOR PRIOR TO AND AFTER SUB -GRADE STABILIZATION. CURB AND GUTTER SHALL CONSIST OF STEEL REINFORCED CONCRETE AND SHALL BE SIX (6") INCHES HIGH AND THIRTY (30") INCHES WIDE. THE PARKWAYS AND STREETS SHALL BE ROUGH CUT TO A PLUS OR MINUS ONE -TENTH (0.1') FEET OF THEIR RESPECTIVE FINAL GRADES. CONSTRUCTION OF WHEEL CHAIR RAMPS WILL BE THE RESPONSIBILITY OF THE PAVING CONTRACTOR AT THE TIME OF PUBLIC IMPROVEMENTS. 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. 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. 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. 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. 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. 00 O O O N Q N O z LU CO Q U F V J co F'- J Of ai O = 0' y�} , > LU N cL o M o 1-> o Z U tio o ooNo 0 CD U 'It M Z J� cLacoLL E o Z n T)(F-0pE V)cn rnwLL 0.) a- llf 0 OLJ 0- M J a. w t� z 0 co ti 0I- awo 00 Z o a LO O W � J J N � 0 a } J N n z W W Z_ 5 Z W ui Q 0 z 0 a_ it U w 0 z 0 L w 0 z ry LU Z LU V C9 Um 06 LLI N m �� z _ Q W = J LLJ X Q U� COQ a- }m _ z w� >m z O � 0D �- z N (� O Q om ^LL �� LnO� Q Qm Z Q w� �U� W Ym N LU N Q U Q � N 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 Name 127967 PE # 5/26/2020 Date A.N.A. PROJECT NO.: 14-0432 SHEET No.: C ^ . 0 Copyright© 2020 by A.N.A. Consultonts, L L i_ X u OWNER: GUO HONGLIN & GONG CUILING OWNER: MCCLELLAN TOMMIE LEE OWNER: JOLLY MALWINDER BAWA OWNER: JOLLY MALWINDER BAWA PROPERTY ADDRESS: 1214 TIMBERLINE CT. PROPERTY ADDRESS: 1220 TIMBERLINE CT. PROPERTY ADDRESS: 1216 TIMBERLINE CT. PROPERTY ADDRESS: 1214 TIMBERLINE CT. I DECKER, HARRISON SURVEY ABSTRACT 438 DECKER, HARRISON SURVEY ABSTRACT 438 I DECKER, HARRISON SURVEY ABSTRACT 438 I DECKER, HARRISON SURVEY ABSTRACT 438 TRACT 1B12A TRACT 1B05 TRACT 1B05B L - - - - - - - - - - - - - L TRACT 11312A - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 277 PK NAIL N=7022135.87 E=2391741.36 EL=631.66 OWNER: ZEM PROPERTIES INC PROPERTY ADDRESS: 1210 TIMBERLINE CT. I DECKER, HARRISON SURVEY ABSTRACT 438 TRACT 11310G - - - - - - - - -�- - - - - - - - - - n D PK NAIL N=7022460.90 PK NA D D TIMBERLINE CT. E=2391737.76 L EL=618.59 N=7021991.00 = _ < < E=2391744.17 EX ASPHALT PAVEMENT EL=635.01 60' PUBLIC ROW z z — m- cyio — \ mmr ��D A� Om H3110 HNnMONU ® FLOWLINE FLQWLINE D 5N FWLINE iL °43 3 316.11� "_— —1RCP 1RCP r � - - - - - - - - — — — — 0 WRO wi • — Dr + 7 IRON co - CCU CCO OOW7J OCA 070 0%0 O•(-, CCl - r • 14" PINE • c Cl �� I m m z z z - D fi. N I MI ON 0 014" PINE ° o • 12' PINE _ z —1------------------r— • N D N m I 0 N z � I y I I I x - I x z m O I -------------- I EXISTING TREES TO BE PROTECTED TYP. t I EXISTING TREES TO I I I --- I--------------- BE PROTECTED TYP. I I �, 8" OAK00 I I I z I I I I I I I m.l l I I I XI I I I oN, I I I IC) UNKOWN 6" TREE 1 I I I l 0 l z I o ZM • 30" OAK I I I I r� I I I I x' I I z 26" OAK I I I I I I pc UNKO N 6" TREE I • � UNKOWN 8" TREE I I� I I I I I I I I I I EXISTING FENCE z 1 UNKOWN 6" TREE I OWNER: ZEM PROPERTIES INC. I TO BE REMOVED I ° I PROPERTY ADDRESS. 1207 TIMBERLINE CT. I xl OWNER: TEXMNG LLC. co I , , PROPERTY ADDRESS: M I I DECKER, H #438 ADDITION LOT 12 Ix 27 6"MESQUITE O I I I I I I 1219 TIMBERLINE CT. 9 I 58"IR I I M DECKER, H #438 ADDITION LOT 8 I � I "" ANACAP EXISTING CONCRETE I I I I • I I I I N=7022017.76 PAVEMENT TO BE REMOVED E=2391894.21 I N I M EL=635.19 6 Ui1 I O I XI I I I I ' 1 N Ix 30" OAK C-J I I N �y i I EXISTING TREE TO ` s" UNKOWN TREE I I I L — — — — — — — _Nl BE REMOVED TYP. 1 I--------� z N, 24 COTTONWOOD I I r m l II I I I x D , I I II I I I I I Ix I I I I I I I I I I I I I 18" OAK I I I 1 1 0� I I I I I I I I rn I • 24" OAK I I I I I xl I 20" OAK 1 I I I I g z l x o - I I I I I mlz I EXISTING TREE TO I I -------- I BE REMOVED TYP. ---� -------------- m I- --- II------------------------------ m. II -------------------------------------------- --------I— I I �> , I I 60D SET N=702 363.35 0 26" OAK E=2391975.14 ------� EL=620.97 11 I I I I _ X I 2I 14"TREE 4" OAK I w N I I I � 0 0 I I ,6" OAK _ _ I I n I - — 3�80 C �3 1S 0m I , r 16' OAK 5/8" IR "ANA" CAP Z •\y N=7022181.25 1 zn E=2392018.28 M EL=625.42 378d 13 s r 3 3 m 3 3 3 _ _ _ - - - - L----------------- 3 3 3 — — — 3 — — — — — — — — — — — W= —�—�— — - - — — — — — — — o M> N - - - - - - - - - - - - -- 7- —— S00053'26"E 316.21' A • A n OWNER: MAGELLAN PIPELINE TERMINALS LP. PROPERTY ADDRESS: 1900 STATE HWY 26 DECKER, HARRISON SURVEY ABSTRACT 438 TRACT 1B01 OWNER: EXPLORER PIPELINE CO. PROPERTY ADDRESS: 2200 MUSTANG CT. DECKER, HARRISON SURVEY ABSTRACT 438 TRACT 1B01A CAUTION !!! EXISTING OVERHEAD ELECTRIC IN THIS AREA CAUTION !!! EXISTING GAS IN THIS AREA gE EXITEL 00 O z o O N Q 0 20 40 60 N O GRAPHIC SCALE IN FEET z LU Q U U ■ V U) F- � p O - LU cM i p Z 00 f�po 0No Co Z -0 co coJ C: iO -z p r- � LL E CIO) U) Z (3)LLIu- ~w Q Lij M -i coO z I-- I- - -C • (D � awo 00 Z LO Q 0 J J N 00 Z } J N N N LU W V Z z W Q 0 z O a U U) LU 0 z O W O z z nJ z O J O 2 W 0 (0 Um w U) N P m z Q Lij= J LL] X 6 LU Lu Q "00 m m J ~~z Z� > O�m �`OD z N (n 0 01 U 0 LL 0 ¢ Q=- m T- T-- >- Q 06 co wW� Y m � N w N Q 0 U � N 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 Name 127967 PE # 5/26/2020 Date A.N.A. PROJECT NO.: 14-0432 SHEET No.: C5.0 Copyright© 2020 by A.N.A. Consultants, L.L.C. 8"SS OWNER: GUO HONGLIN & GONG CUILING I OWNER: MCCLELLAN TOMMIE LEE PROPERTY ADDRESS: 1220 TIMBERLINE CT. PROPERTY ADDRESS: 1216 TIMBERLINE CT. DECKER, HARRISON SURVEY ABSTRACT 438 I DECKER, HARRISON SURVEY ABSTRACT 438 TRACT 1B05 TRACT 1B05B H > 278 EX RAVEL OWNER: JOLLY MALWINDER BAWA PROPERTY ADDRESS: 1214 TIMBERLINE CT. I DECKER, HARRISON SURVEY ABSTRACT 438 TRACT 1B12A 277 PK NAIL EX GRAVEL N=7022135.87 OWNER: JOLLY MALWINDER BAWA OWNER: ZEM PROPERTIES INC PROPERTY ADDRESS: 1214 TIMBERLINE CT. PROPERTY ADDRESS: 1210 TIMBERLINE CT. I DECKER, HARRISON SURVEY ABSTRACT 438 I DECKER, HARRISON SURVEY ABSTRACT 438 TRACT 1612A TRACT 1B10G GRAVEL EX GRAVEL EX o DRIVE EX GRAVEL / DRIVE a PK NAIL E=2391741.36 DRIVE M F0 N=7021991.00 EX 8 SANITARY SEWER DIVE DRIVE EX 8" SANITARY SEWER " EL=631.66 r i E=2391744.17 8' SS 8"SS 8' SS 8"SS 8"SS 8' SS 8"SS 8"SS 8"SS 8"SS 8 S 8"SS - EL=635.01 EX 6" WATER LINE EX WATER METER AND N SERVICE TO REMAIN I - - - - - - -FOR IRRIGATION - - _ EXISTING WROUGHT IRON J FENCE TO REMAIN PROPOSED 8' HIGH WOOD SCREENING FENCE AT PROPERTY LINE OWNER: TEXMNG LLC. PROPERTY ADDRESS: 1219 TIMBERLINE CT. DECKER, H #438 ADDITION LOT 8 I I ICD EX 5' UTIL ESMT. IM m 0 ID PROP 5' UTIL. ESMT. 10, LANDSCAPE BUFFER YARD TYPE "F1" PROPOSED 8' HIGH ' WOOD SCREENING FENCE AT PROPERTY LINE I FUTURE PHASE 3 I DUMPSTER ENCLOSURE LOCATION I -- - - - - - - - - - - - - - - - - zo o _ M /� D TIMBERLINE CT. >- T EX ASPHALT PAVEMENT EEC WATER METER AN 84' ^I Z 60' PUBLIC ROW SERVICE TO REMAIN N:7022182.72 PROP SLIDING FUTURE 24' E:2391763.49 DOOR WROUGHT o LO w z re) FOR IRRIGATION IRON GATE M M Uj DRIVEWAYEX "WATER LINE w z ®W 6.,W 6"W 6"W 6 W 6 W �mF 6 W 6 W 6r W 6"W H011a 3NIWO0 J 0 ��n 6 W s' EX 6" WATER LINE Q d� N00 43'39"W 316.11' ` ° "' ° `f' - A - ° o. W drn- - WROU H O IRON o0 W 7�� I N C)07 COJ C707 C117J a 1 W °OTI • O7u 0�7 nm n • U rl� �7• - C Z a r- �� rn ° N Q- Cz EXISTING m �� m ems. �� D V' W V' W W W Vr • W W V• W W V- W V/ W C W W 4. W m W M Z z Z/ Z W • Y V, W V, y V, W W W •Y to .Y �7 v% V/ W W I v. • V, W �Y Z• V/ V, ,y; (n W N m"' WROUGHT IRON m / ON ON p FENCE TO REMAIN C EXISTING I 24 Z $ �j D° N W yr,`-��(�� Y Y •Y �.. WROUGHT IRON W W •Y •Y O •Y DRIVEWAY I �" �' N �' S �' m W Y �w z Y� •Y Z •Y m W I o I\� W V, ° V, `-``✓.J YY W Y W Y W W V� W W W of _ W W W V• �Y W W Q V D D I m o N �z-+ Y FENCE TO REMAIN (V 0 U � 10 r p U v N = Z N m A Iw EXISTING 8 HIGH WOOD W y �; W + W W ,.._, CO•Y W W V, W V, W W W V W �. �. �. .� .� .� p �. ; �. �. .� .� ;1., I in .� SCREENING FENCE FUTURE SLIDING a p oo w m m W V, y W V' W W W V/ W W V, W W v, v, V• W WL u, W V- W W W DOOR WROUGHT CO U-' o U) AT PROPERTY LINE - - W Ul) W W V/ W W .� .PROP 1 WATER METER .� �. .� _ IRON GATE PR P 1 W W W W W W W �-- y W W W W W W W W W W m W TO SERVE PH SE 3 PRO 5' 4 W WWATE METER 4, W W y W W W W W W W W W W V' V• V• W V' W W W W .� .� 1 �. V. �. .� .� .� 40' FRONT YARD SETBACK I I - 40' FRO NJ YEA tD SETBACK TIL. IES T. W W 40' FRONT YARD SETBACK .� .�_ ti .p .� .� .� v- -T I tL O W W W W15. wo- lb, LU - I 69.8' I N:7022286.65 I I z I o 0 N:7022042.61 �I N:7022148.24 - N:7022218.07 I `I I I E:2391820.55 yw WW I O E:2391821.12 E:2391823.46 E:2391822.12 d -+m = I TO BE RE -STRIPED IN PHASE 2 TYP. PARKING 18 PROP BUILDING I W W I I ILnp} �P' I I ENTRANCE TYP. I Ln PHASE 3 AS ADA PARKING I - x oz I 18 Lu (DTYP. coo 5 1 wI _o 1 PROP 24' 4.8' = W I WIDTH (I L W W y I I - FUTURE FIRE LANE � 1 '� I I EX 15' PHASE 3 BUILDING I I W EX 5 UTIL. ESMT. 1 W W I UTIL. ESMT. I OWNER: ZEM PROPERTIES INC. SINGLE STORY II I Lu I PROPOSED W W I I PROPERTY ADDRESS: 1207 TIMBERLINE CT. 279 RIGID FRAME STRUCTURE a, I z PHASE 2 BUILDING I DECKER, H #438 ADDITION LOT 12 5/8" IR TYPE II-B (FIRE SPRINKLER SYS.) \M N g I W z I _ "ANA" CAP 15,678 SF GFA �� LU w I I � SINGLE STORY Y W 05 N=7022017.76 - ¢ o E=2391894.21 L.U.D. = MIXED USE \Q Q Q 11 I RIGID FRAME STRUCTURE w I I °, EL=635.19 �= 2 I o TYPE II-B (FIRE SPRINKLER SYS.) FFE=633.70 cn L y BUILDING HEIGHT = 22'-0" IZ z `^ 10,442 SF GFA � W C)I O L.U.D. = MIXED USE p m I EXISTING 8' HIGH WOOD 106' 5 1- Y- FFE=631.95 Q W SCREENING FENCE 1 a- CG BUILDING HEIGHT = 22'-0" w y AT PROPERTY LINE 4 1 , I Q 68' I y `n o I I a wl I I I N I C7 LO OWNER: ZEM PROPERTIES INC. W W I PROP 5' L - - 1 I oYc PROPERTY ADDRESS: 1211, 1213, 1215, 1217 UTIL. ESMT. - = 6"W = _ _ - a TIMBERLINE CT. W W L- J N 1 I � I n I ,� � DECKERHARRISON SURVEY ABSTRACT 438 RETAINING WALL: 0 TRACTS:, 1B14 & 1B6E 1B15 & 1B6F 1B17 & HEIGHT VARIES FROM T TO 7' o MATERIAL SHALL BE Ln 1B6H, 1B & 1B6 y STONE WALL TO MATCH BLDG FACADE 6"W i 8"SS 8' 1 D PK NAIL N=7022460.90 E=2391737.76 D EL=618.59 N � ' . I ml I w 6"W LU � I I �W� I o� I w I I I I Ln 01 I I PROP RETAINING WALL � U) FM 1 PROP 15' W REF. GRADING & Z Ln N:7022043.75 1 - UTIL ESMT 4 8' I W I LANDSCAPING PLAN oLn ~ Ln I I D 1 N:7022149.30 � I W I 1 1 w 1 z 1 O r E:2391970.01 I E:2391969.12 5'2 F I N:7022219.34 I N:7022287.92 I I I > w I 1 a E:2391972.70 I E:2391972.12 W I I I 06 1 I z I Y m I `- 70' 26' _ m I -------- m------------------- - W W V, V, W V• W W W y V, W V/ V, V, W W � W V/ V' V' V' W V/ V- W W W W , IV W W y .Y V, W W v, v, W v, v, V, v' V. V, v, W v, y v, v, W W W W CieVy W " 60D SET • I W W W V. W V/ W W W W V- W W W W W W V' W W \ V' W W V/ W W W W V- W Vr IVQ W EX 8 I N=7022363.35 >n >' w w W W V u W W Y W V W W W W v v �,� w w Q I . . . w . w .v W W . . . N I �� W W TER LINE --- J E=2391975.14 � p W W W W W V, •Y W W •Y W y W W W W v �° v.� ♦♦ ♦♦ V.� � ,__j � EL=620.97 + W V/ y V' V/ V, V/ V/ W W W Ln �Oy -____ W W W V• V_ - �I�� N:7022184.79 `�' W W W W �YY •Y W W VQ Y ti w ^W v y ' W v v w 4, - xI N:7022143.09 E:2392006.39 PROP 45 WIDE PRIVATE W V, _C�- V' V' IW Vy' W V• W V- y W W W W W W V- �y'=' W I w l �m C, E:2392007.04 X O J' N0°53'26"W 41.70' W DRAINAGE DND II I zO I1 280O zM N 5/8" IR "ANA" CAP yI W 14, I W W N=7022181.25 W ' REAR YARD SETBACK W W W W W W 5' �D I 10 REAR YARD SETBACK _Ln Ln --�-�o1s0e- I z> ___ _----------I---------- Q EL=625.42 41 . . d �� _ LANDSCAPE - � - - - - - - - - - - - - - z - BUFFER YARD 3 3 3 3 _ - _ _ _7-7 XE7 - - _ - - TYPE "All _ _ _ - - --�- - - - - - - - S00053'26"E 316.21' PROP 5' WIDE M0� PROP RETAINING WALL cn CURB OPENING A� PROP DUMPSTER REF. GRADING & w w � _ ENCLOSURE LOCATION DUMPSTER ENCLOSRE: Cn Y DETENTION w POND LIMITS LANDSCAPING PLAN o z Liu v } Q HEIGHT: 8'-0" RETAINING WALL: Ln In Ln a w pLUa MATERIAL: 10" THICK a -j a OWNER: MAGELLAN PIPELINE TERMINALS LP. x w LLuu w ~ °C STONE WALL TO MATCH EXISTING ZONING: I2 HEAVY INDUSTRIAL HEIGHT VARIES FROM 0' TO 5.5' a g = BLDG FACADE EXISTING LAND USE: INDUSTRIAL MATERIAL SHALL BE STONE WALL TO MATCH BLDG FACADE > w CO OWNER: EXPLORER PIPELINE CO. PROPERTY ADDRESS: 1900 STATE HWY 26 a PROPERTY ADDRESS: 2200 MUSTANG CT. DECKER, HARRISON SURVEY ABSTRACT 438 TRACT 1B01 DECKER, HARRISON SURVEY ABSTRACT 438 TRACT 1B01A 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%. 00 0 z O N Q 0 20 40 60 N O GRAPHIC SCALE IN FEET z W Q U U ■ V (D d7 O = 0' W cM i O Z�U 000 tioo 00No �-0 cocoLLz O J � E O - z M T)�q)LL_ E y(n r- Zw rnw 0- LLJ M~CL ch VZ o ti •(D awo 00 ZLn a 0 j J F N 00 } J N N W W Z Z W Ill Q 0 z O a U U) w 0 z O w O z J z Q Z J O� U)O z ry CW � G z ES0 U 00 00 U W r n ) Nm � J L �./ Lij J W `XQ' /\ Lu < LLUU Q U)00 m m J ~~ Z>� Z O 0m �`OD U) Lr) cN C/) 0 000 U Q LL 0 ¢m �0Z Q � M LL Y m ] � U D N w N Q 0 U � N 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 Name 127967 PE # 5/26/2020 Date A.N.A. PROJECT NO.: 14-0432 SHEET No.: C .O Copyright© 2020 by A.N.A. Consultants, L-L.C. OWNER: GUO HONGLIN & GONG CUILING I OWNER: MCCLELLAN TOMMIE LEE OWNER: JOLLY MALWINDER BAWA PROPERTY ADDRESS: 1220 TIMBERLINE CT. PROPERTY ADDRESS: 1216 TIMBERLINE CT. PROPERTY ADDRESS: 1214 TIMBERLINE CT. DECKER, HARRISON SURVEY ABSTRACT 438 I DECKER, HARRISON SURVEY ABSTRACT 438 I DECKER, HARRISON SURVEY ABSTRACT 438 TRACT 1B05 TRACT 1B05B TRACT 1B12A 278 PK NAIL N=7021991.00 8"Ss - E=2391744.17 EL=635.01 EX 6" WATER LINE EX WATER METER AND N SERVICE TO REMAIN FOR - - - - - - - - --I-- EXISTING WROUGHT IRON J FENCE TO REMAIN PROPOSED 8' HIGH WOOD SCREENING FENCE AT PROPERTY LINE I I OWNER: TEXMNG LLC. PROPERTY ADDRESS: c� 1219 TIMBERLINE CT. N co DECKER, H #438 ADDITION LOT 8 M CO Ico N EX 5' UTIL. ESMT. I IM r*i 0 I� PROP 5' UTIL. ESMT. 10' LANDSCAPE BUFFER YARD TYPE "F1" PROPOSED 8' HIGH ' WOOD SCREENING FENCE AT PROPERTY LINE FUTURE PHASE 3 I DUMPSTER ENCLOSURE LOCATION -- - - - - - - - - - - - - - - - I - OWNER: ZEM PROPERTIES IN PROPERTY ADDRESS: 1210 TIMBERLINE CT. DECKER, HARRISON SURVEY ABSTRACT 438 TRACT1B10G I EX GRAVELI DRIVE i 8-ss - 1 HYDRANT TO N � PK NAIL N=7022460.90 TIMBERLINE CT. ;; EX WATER METER AND BE RELOCATED _ _ - - - - - E=2391737.76 T EX ASPHALT PAVEMENT FUTURE PHASE 3 SERVICE TO REMAIN PROP SAN. SEWER EL=618.59 _ _ _ D G G CLEANOUT REF. N U0 60' PUBLIC ROW SAN. SEWER FOR IRRIGATION N z CLUj EANOUT REF. N UTILITY PLAN in w " M--------- — — — — — — UTILITY PLAN / x U ® - �L //_ / - W 6„w w zrll6„w s w 6"w EX WATER LINE —6"w 6 w "w 6„w 6"w EX FIRE 6„w 6„w „w „w Mm= 6'; H011a INIWO�� p �D MM EX 6 WATER LINE N� - HYDRANT _ :. .. - N 43'39 W 316.11 _ - W _ - - WROU H d61 N D�o+o RON rQ co 0 r � -9_ — ' i ' �, �, m �Arn EXISTING m z z� o z� f N v _ • Z. _ w �m WROUGHT IRON r^ oN I y ` y EXISTING �� " _ y z "� y I m FENCE TO REMAIN r° PROP SLIDING _ .•` .. D W W W W W n W V� W W Z W •Y mil. W W WY . c N ■ �., WROUGHT IRON (� I m z o W V- YY WY W z y W W W W .� DOOR WROUGHT � W v. �YY �-"� •1• W W m �Y W W Q J• D D M X I N Y FENCE TO REMAIN p U } I I 1p ' ` - _j Q EXISTING 8 HIGH WOOD W Y Y IV Y w W p U W Y W W P m 2 I IRON GATE � 2 - m w ---- m ,b m N I Z F PROP 4 SS-1 SCREENING FENCE W y y W y W W y W W > W W W W W W W W FUTURE PHASE 3 y W �_PR W r W W y m w rowu, y _ PRIVATE SANITARY c,; c'-n W AT PROPERTY LINE I I 4 SS-2 PRIVATE OP 1" WATER METER PROP 1" W W SEWER SERVICE y �ILn W - - - - - - - - - - - - - - - - - - - - - - - - - - t W V• W •Y Y •Y Y W W O Ln y W d SANITARY SEWER. TO SERVE PH SE 3 PRO 15' W W WATER METER y W W W W W W W W W W .� SERVICE W W W - L . TIL. ESMT. �' �' �' :`, � `.'- w W W �• 40' FRONT YARD SETBACK I I -�� -- 1- - W y, 40' FRONT YARD SETBACK 40' FRONT YARD SETBACK y - I I I OMMI I � I I z PROP ADA PARKINGI W � O I I f l I I STRIPE PER DETAIL I I I w l Y PARKING SPACE TO BE m I RE -STRIPED AS ADA SPACE I W W I I I XI fl w FOR FUTURE PHASE 3 I I 00 �J I Ln I I w o I I AID I W y I � 10Iz FUTURE PHASE 3 PARKING PROP PARKING CURB p I STALL CURB STOP PROP 24' STOP PER DETAIi W � I M cn WIDTH W W FUTURE FIRE LANE I I I ' EX 15' I Xlm PHASE 3 BUILDINGI I W UTIL. ESMT. W 41 I EX 5' OWNER: ZEM PROPERTIES INC. u SINGLE STORY w PROPOSED W W UTIL. ESMT. i PROPERTY ADDRESS: 1207 TIMBERLINE CT. 279 RIGID FRAME STRUCTURE I F PHASE 2 BUILDING I DECKER, H #438 ADDITION LOT 12 5/8" IR TYPE II-B (FIRE SPRINKLER SYS.) \M N PROP 6" • W W z I I - "ANA" CAP FA �w LLB = SINGLE STORY W co N=7022017.76 15,678 SF G �(n Lf) o� FIRE LINE' U 0 E=2391894.z1 L.U.D. = MIXED USE \Q Q RIGID FRAME STRUCTURE U W I00, I I EL-635.19 a, m FFE=633.70 �_ = O TYPE II-B (FIRE SPRINKLER SYS.) I BUILDING HEIGHT = 22'-0" \� a1 —� 10,442 SF GFA �W y _ m _ L.U.D. -MIXED USE p y EXISTING 8' HIGH WOOD — FFE=631.95- Q W SCREENING FENCE I BUILDING HEIGHT - 22'-0" w pW y r AT PROPERTY LINE �+ W w l I PROP 6" FIRE LINE I I I I I TO SERVE PHASE 3 OWNER: ZEM PROPERTIES INC. I PROP 5 L - - - * PROPERTY ADDRESS: 1211, 1213, 1215, 1217 W UTIL. ESMT. 6"w _0 I TIMBERLINE CT. W W I I r-------- m l I DECKER, HARRISON SURVEY ABSTRACT 438 W TRACTS: 1B14 & 1B6E, 1B15 & 1B6F, 1B17 & y I I XI — I 1B6HW , 1B & 1B6 W co I I r I �+� I Ln L0 I I I I PROP RETAINING WALL m PRO 15' W REF. GRADING & Z w x UTIL1 ESMT I W LANDSCAPING PLAN z� I I D r'' I I I °° w u~� l o l I W I > �' I I I w zmca r (n— — — — — — — — J y y W —W y W W �Y Y •V V� W liy > - — PROP FIRE y I 2 W �Y W W -k y W W W W W W W Y Y Y W W W HYDRANT , W W y W -k WB"W .v .v W W W 8"w U p' I 60D SET O • I I IIJJ Q `�Y W W W W W •Y W W W •Y W W W W W W W V• �Y W W \ it Y �Y W W •Y W W W �Y W W W ,`�.I�L',']—mQ[ W EX 8 I N=7022363.35 }Y Y W W •Y •Y Y Y W y w W W W W Y W W J• W W I PROP . 8 WATER y y W W W ,�, W WY �Y �Y WY •Y p 4� �� i� �� W�TER LINE --- J ELn L 26zo 9�5.14 (n �.� W W J• y W W Y Y •Y W W •Y W W Y Y Ji W W W W W W W W �Y �Y W py + WY W W W W WY Y W W W VQ Y W y W PROP 45' WIDE W W W W W wy I Ln w f I X, OWNER: MAGELLAN PIPELINE TERMINALS LP. PROPERTY ADDRESS: 1900 STATE HWY 26 DECKER, HARRISON SURVEY ABSTRACT 438 TRACT 1B01 41 277 PK NAIL EX GRAVEL EX GRAVEL N=7022135.87 DRIVE E=2391741.36 DRIVE EX 8" SANITARY SEWER EL=631.66 8„SS 8„SS 8" SS - - - 8"SS 8" SS EX FIRE 8" SS OWNER: JOLLY MALWINDER BAWA PROPERTY ADDRESS: 1214 TIMBERLINE CT. I DECKER, HARRISON SURVEY ABSTRACT 438 TRACT 1B12A EX GRAVEL EX GRAVEL DRIVE DRIVE 8„SS $'SS EX 8" SANITARY SEWER 8" SS 8"SS 8"SS M N `1 W w W W W W y W W W Y Y C N PROP DUMPSTER PRIVATE p o 0 0 ENCLOSURE LOCATION W W W W W W W, y x J D I W W �� DRAINAGES w- o o y W J• W W W WY ? S DT. z Ln - 280 - EASEMENTW ,�� s r3 is 0 Q Q 5/8" IR "ANA" CAP z 2 2 — — — — �10' �REAR YARD D SETBA�CK 10' REAR YARD SETBACK N=7022181.25 I I 5 � ---------------- --E-�018.28 EL=625.42 LANDSCAPE -------- --------- ---- - -- - - - - - - BUFFER YARD 3 - - 3 3 - _ _ � - � - - - - - TYPE ..A.. - - - - _ mD� S00053'26"E 316.21' PROP 5' WIDE j PROP RETAINING WALL7 cn CURB OPENING � D REF. GRADING & w Ln w En � DETENTION z LANDSCAPING PLAN 0 w Q a Q a w POND LIMITS �__ Ln~n uv�aw 0� wQU �gU_ a? 0 20 40 60 w 00 � OWNER: EXPLORER PIPELINE CO. a PROPERTY ADDRESS: 2200 MUSTANG CT. DECKER, HARRISON SURVEY ABSTRACT GRAPHIC SCALE IN FEET 438 TRACT 1B01A LEGEND INSTALL 6" 3,600 PSI REINFORCED FUTURE PHASE 3 CONCRETE PAVEMENT WITH #3 BARS REINFORCED AT 18" OCEW OVER 6" LIME STABILIZED CONCRETE PAVEMENT SUBGRADE REF. PAVING DETAIL FUTURE PHASE 3 INSTALL 7" 3,600 PSI REINFORCED REINFORCED CONCRETE CONCRETE PAVEMENT WITH #3 BARS SIDEWALK 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 PROPOSED LANDSCAPING W W W REF. LANDSCAPING PLANS 00 N O O i O N Q N O z LU CO Q U F U V J x LO O = 0' y0%} >, LU N cc o M o 1—> o il�U tioo N Q� 00 o C/) U z M � -0 Co CO LL O C: LEO E z a�rZow E yCn a)Lu� Z� o OLJ 0_ L6mcn M c- a- 0? LLI Z 0 co ti H � V awo Co Z CD U) ce LO a O J J N � f N } J N n N N LLI LLI v Z Z W w Q 0 z 0 w U w 0 z 0 w 0 z co Uco LLJ cf) N m �� z _ Q w _ JLUX Q CO Q Q � co Im a- _ z w}mL >,m ::) OD lqr--O �ZLx) c\l (/)0 om �LU �� O� Q Qm _ >Z Q �U� WwCO CO N - w� N Q 0 co U � N 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 Name 127967 PE # 5/26/2020 Date A.N.A. PROJECT NO.: 14-0432 SHEET No.: C7.0 Copyright© 2020 by A.N.A. Consultants, L.L.C. o Q N 0 �D N o �o 00 Ln / PK NA L D / N=7021991.00 E=2391744.17 \ -- �- EL=635.01 v / MATCH EX _ MATCH EX 63S TP=634.85 TP=634.84 M T I N TC=635.42 MATCH EX GT=634.92 N I i GRD=637.52 I } Q!J -----------------� \I N HIGH PO,NT TC=635.50 I GT=635.00 CD TC=633.62 MATCH EX I GT=633.12 I GRD=635.90 - i TP=633.86 TP-632 96 -� \ �6 � 1/ \ NAIL TI M 6 E\ I N CT. \ \ 0� _ NK 7022460.90 \ \ 0 E=2391737.76 MATCH EX \ TP-628.07 EX ASPHALT PAVEMENT I \ ` ,� I EL=618.59 MATCH EX MATCH EX 60' PUBLROW �� '� TP=630.49 TP=629.14 629 62g / / ® g ` H011a 3NIIM01� \SAD _Um / TC-632.18 30 - _ _ N D < GT=631.68 - _ - - - _ -- ko- \ OROU H o >� TC=630.99 N �/��) �7 I 077 3 GT=630.49 C� C CO ❑ CO • z I N �• �I � z �� z � � z z\ mcl�m / I EXISI ING OFF-SI E ON ON f 1 \ ml HIGH POINT TC=632.26 ( m I DETENTION POND GT=631.76 I I 7 I I D m CY cc TC-632.12 -- - - - - - - - - - - - - GT=631.] TTPW=-663311.7.750,D co (D (0 _0/ 62 ... TC=633.1570 I o -- GRD=631.=.BW=627.80 =.f�I- - - - - - - - - - - - - GT=632.65 - - �_- TP=632.64 II \ I I TP=631 60 77�\ = I I I I I II GRD 631.70 I I l i I TP 633.05 I I � I> TP=632.64 / I I ICO TW=630.45 I I I� TP=633.00 I I I I I - TP=631.45 I BW=624.95 I I I I TP=631.75 I I I TW-631.70 I I I I I, BW 625.24 I I I t o I I- ��'hill �5 I I IIm / % GRD=631.70 I I I I I Xi m l I I I i MATCH EX II / / / I 21 PHASE 2 I I I I I IGRD=634.611I I �� TP=633.54 279IR / PHASE 3 / / PROPOSED I I "ANA" CAP / \M N� 1 STORY I z I I I I IN=7022017.76 / FUTURE / \w -w I I > BUILDING ' °0re) I I I I C OWNER: ZEM PROPERTIES INC. EL 26358994.21..Jj / f 1 STORY / \(/) (n I I RD= 3.1 70 I 1 I PROPERTY ADDRESS: 1207 TIMBERLINE CT. I I I XI OWNER: TEXMNG LLC. M I I I / �/ BUILDING / / \_� _� I FFE-631.80 / I I I I DECKER, H #438 ADDITION LOT 12 PROPERTY ADDRESS: - / = - N / / FFE= 33.10 \� 0- I I - TW=630.45 I I I I 1219 TIMBERLINE CT. I M I I I ` � ( / / I I I I I i I DECKER, H #438 ADDITION LOT 8 I/_777m GRD=624.87 I NIA I I I 0 X, > �I i MATCH EX N I I OWNER: ZEM PROPERTIES INC. IGRD=633.53 PROPERTY ADDRESS: 211 TIMBERLINE CT. I � / II I // I TP=633.2DECKER, HARRISON SURVEY ABSTRACT 438 RD=631.70 ---I ---- � I I I 7 I LQT:11 / I I ml I LO 11 I D I Cif > I I M �i I o I N ' I m_ I I I I I O / 1 'II I I I I I/ �� N TP-632.101 > / I I I I / z l r / I TC=632.50 � I/ I o f o- i MATCH EX I TP=633.00 I I -�� GT=632.00 I D=631.70 X I `A I 0 TP 630.70 II GRD=632.42 / I I / - I I I TW=630.45 BW=623.45 I <� I m l------------- - - - - - - - - - - I = TP=633.00 - - - - - - - - - - TP=633.00 631 _ 623- PONDBW=623.00 W=62$.1 °2 I I /`-- J I / 630 TW=628.10 I 6oD SET 622 I _ �63o 62 BW=623.25 N=7022363.35W-628.75 629 EL75.14 7 TC=632.10 x TW=628.10 E=620.97 TP=632.78 3 .60 GT=631.60631.00 M POND BW=622.50 MATCH EX TP=629.GT630.50 a II III BW=623.10 MATCH EX �� 1 GRD=623.00GRD=630.66 N EMERGENCY %0 TC=631 GT=631 LVLV LLWAY o o I I III//ig Lf) n TP=62937 I ---�---D�m TC=629.33 L WP INT= 22.20 FL-628.05 ------o/- i / GRD=630.34 Q Q.DDETENTION GT_628.83 ,3 LsTP=631.33 IR ANA CAP POND BW=623.00POND LIMITS TC-63133 TC=630.90 N-7022181.25 TW- 28.1 GT=630.E-23921/ 3 JI =zzO�z II - - - - - - - - - - - - - 22 =�-- -630_.83TC=6383 GTEL 624- -POND BW=68�3 ----- -- ---m33 TW=629.10 G629 - - - - - BW =629.10 � \� - - -L-------------- _ _ _ PROP 21" OUTFALL TC=629.78 C=6242 TW=628.10 - - - - V=631.06 _631.56 TW=626.25 S00053' FE 316.21' 2OPENING & RIP RAP �MATCH EX 8 GT=692 POND BW-622.50 GRD=629.00 TW-630.33 IBW=626.25 TW=629.90 8.78 =628.42 TW=627.10 FL=622.10 TW=630.83 TW=630.�BW=625.78 BW=624.65 BW=624.19 DETENTION BW=629.00 BW=628.75 �BW=627_7'1 TW=627.10 10' WIDE POND OUTFACE OWNER: MAGELLAN PIPELINE TERMINALS LP. �BW=623.88 DETENTION POND STRUCTURE SEE PROPERTY ADDRESS: 1900 STATE HWY 26 OWNER: EXPLORER PIPELINE CO. MAINTENANCE RAMP DETAIL SHEET z DECKER, HARRISON SURVEY ABSTRACT 438 TRACT 1B01 PROPERTY ADDRESS: 2200 MUSTANG CT. DECKER, HARRISON SURVEY ABSTRACT 438 TRACT 1B01A 0 20 40 60 GRAPHIC SCALE IN FEET LEGEND CAUTION ! ! ! 00 EXISTING OVERHEAD -588- EXISTING MAJOR CONTOUR N ELECTRIC IN THIS O AREA - -590- EXISTING MINOR CONTOUR O PROPOSED PHASE 2 CONTOUR N Q CAUTION HIGH POINT N EXISTING GAS IN DRAINAGE DIVIDE O THIS AREA FLOW ARROW z LLJ O7 TP = TOP OF PAVEMENT ELEVATION Q CAUTION !!! TC = TOP OF CURB ELEVATION U EXISTING UNDERGROUND GT = GUTTER ELEVATION FUTURE PHASE 3 CALLOUTS TELEPHONE CABLE LINE IN TW -TOP OF WALL SHOWN IN GRAY THIS AREA NOT TO BE CONSTRUCTED BW - BOTTOM OF WALL - GRD = GRADE ELEVATION DURING PHASE 2 U 277 PK NAIL N=7022135.87 E=2391741.36 EL=631.66 C/) MATCH EX MATCH EX MATCH EX TP=633.90 / TP=631.57 / TP=634.57 632 �C TC=635.23 6 TC=633.29 GT=634.73 = _ / �.� rT=tip? 7q GD rC=635.37 �m 3T=634.87 / N i I 1 D TP=633.0 V U) F- LO - Ell �w� 00 0 Z�C) I�Oo 0No �- �cM�z O J C i O _ z 0 C) LL E U) Zw rnw Ow Q M~_j co c.iZ� ti • (D � awo Co Z � 19 a O j 4z J J N U) 19 N W Z Z W tii Q 0 z 0 a U V) w 0 z 0 w 0 z m 06 LLI (n N � m_ z Q LJJ= J Lu X w Y Lu Q o6 2 �- am m J � ~~Z Z > O?m OD U) NCO O m U Q LL 0 ¢m -OZ Q =� Q 06 MUD wW� Y m � N w� N Q 0 U Q � N 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 Name 127967 PE # 5/26/2020 Date A.N.A. PROJECT NO.: 14-0432 SHEET No.: C8.0 Copyright© 2020 by A.N.A. Consultants, L.L.C. � I I I I I L------------- L ------------- - - - - - - - - - - - - - - 277 PK NAIL N=7022135.87 E=2391741.36 EX 8" SANITARY SEWER EL=631.66 EX WATER METER AND a"ss a"ss a"ss ass e"ss a'�ss SERVICE TO REMAIN a"ss a"ss FOR IRRIGATION / STA.0+00.00 WL-1 278 INSTALL: INSTALL: 1 6"X6" CUT IN TEE 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 I I LOCATION AND FLOWLINE ELEVATION OF EX. SAN. SEWER MAIN AND SHALL NOTIFY THE ENGINEER _ _L _ - - - -OF ANY DISCREPANCIES - - - _ _ _ _ _ _ N: 7022280.92 E: 2391734.42 EX 8" SANITARY SEWER e"ss a"ss TIMBERLINE CT. a"ss 1 !� PK NAIL N=7022460.90 E-2391737 76 a PK NA0 1 TIMBERLINE CT. FUTURE PHASE 3 1 6" Gv &Box a PING SLEEVE 28 LF OF PROP ASPHALT PROP 4" SS-1 SANITARY > EX ASPHALT PAVEMENT > EL=618.59 N=7021991.17 i PROP 4 SS-2 SANITARY 1-FH ASSEMBLY E=2391744.17 z z EL=635.01 D EX ASPHALT PAVEMENT SEWER SERVICE PER CITY STD. DETAPAVEMENT REPAIR SEWER SERVICE 60 PUBLIC ROW z 60' PUBLIC ROW PUBLIC LINE TO,ROW 5.3LF OF 6" WL PUBLIC LINE TO ROW N: 7022152.43 E: 2391767.75 EX 6" WATER LINE W 6^W `se 6"W 6"W - 6.,W 6"W 6"W 6 W 6 W mmp �_ 6' W 6"W 6 W 6 EX 6" WATER LINE 6 W N EX FIRE ® HDiia 3NnMOTJ SAD �m EX 6" WATER LINE HYDRANT _ N00 43'39"W 316.1 _ n - - N - - - _ W WRouHd I N D�o+o - - - - - - - - - - - - - - - - - - --�- =151.2'- - - - 20 IIRON oa _ r w ,� • CJ I c�• N c� z m r rn rn r� r o _ N °� Oa7 • -� Oc N O" rM T 144.8 EX WATER METER AND I �� I 0 r� - �� _ EX FIRE \ STA. 0+43.67 SS 1 I IArn z z z �❑ �I SERVICE TO REMAIN o\ M N HYDRANT TO I INSTALL: �m I z z n z N I FOR IRRIGATION I A-SAN. SEWER CLEANOUT N I mm • �� I E ISTIN OFF -SITE '� �� o� ml� \ ° L1.J W- BE RELOCATED0 FPER CITY STD. DETAILS °' I ETEN ION POND > 77 -, 1 I I z T -I------------------r I N \•\ o�(n Vi N:7022281.31 0D I m X 1 I y Q �UTI - STA. 0+42.85 15.4 LT. WL-1 z r PR 15 E:2391778.09 z _ _ INSTALL:PROP 4 SS-1 I_oFUTURE PHASE 3 L. SMT.� z 1-1' LAST WATER METER 1 - - - - - - - - - - - - IC METER BOX I 4" SS-2 PRIVATE �' PER CITY STD. DETAILS PRIVATE SANITARY I I I I ---- - - - - -- t SANITARY SEWER N: 7022198.64 SEWER SERVICE ---------------1 I I ISERVICE E:2391809.97 I I --- �-- - - - - - - - - - - - - I L I I � . J C) STA. w 0+47.88 WL-1 STA. 0+81.69, SS-1 I z 00 I I I 777�� \\\\% INSTALL: U I INSTALL: I 77!��I I I 1-1" DOM. WATER METER I Q _1 END 4" SAN. SEWER SVC. 5' OF BUILDING I I I 0� I W PLASTIC METER BOX w I I / � � REF. MEP PLANS FOR CONTINUATION PER CITY STD. DETAILS o I \ EX GRADE=625.67 I I Q 1 I I I I I N: 7022167.69 I a U PROP 4" FL=621.67I I I I I E:2391815.47 0> I N:7022281.65a co C - E: 2391816.1 i i X I O w I I 1 o I *n PROP 24' I I I � 1 l o l I I I FIRE LANE I I I m STA. 1+ 30.08 WL 1 N,z r INSTALL: I I I m l= I I I I O 1-8"X6" ANCHOR TEE o I I I I I I-0-0 I + EX 15 XI I 1 6° GV &Box I I UTIL. ESMT. I I Z 30.1 LF OF 6" FIRE LINE I I I I END FIRE LINE 4' FROM BLDG I I I I I I 79 I I N:7022184.58 I I I I I I IE:2391897.42 5/8" IR I \ �7T` R 15 \ I z I I C ANA" CAP I \M N IL. SMT.I n PHA E 2 z l I I I N=7022017.76 \W W I PROP 6 m E=2391894.21 PHASE 3 �(n (n I FIRE L NE I ° I OWNER. ZEM PROPERTIES INC. 1 XI I I - EL=635.19 PROPOSED c,, I OWNER: TEXMNG LLC. M I \Q Q I PROPERTY ADDRESS: 1207 TIMBERLINE CT. PROPERTY ADDRESS: I N I FUTURE \_ = 1 STORY I I � I I -� I DECKER, H #438 ADDITION LOT 12 1 1219 TIMBERLINE CT. I co I \ \a �- I _ BUILDING I q I I rn 1 STORY FFE=631.80 MI I I 1 DECKER, H #438 ADDITION LOT 8 00 I BUILDING I - � - - � ( FFE=633.10 I I I I I I OWNER: ZEM PROPERTIES INC. I PROP PHASE 2 PROPERTY ADDRESS: 1211 TIMBERLINE CT. I Cn I XI I I I PROP "FIRE LINE FIRE LANE \ DECKER, HARRISON SURVEY ABSTRACT 438 I w I I N I I TO ERVE PHASE 3 I -J\\ LOT: 11 I I STA. 1+35.08 WL-1 I I II I INSTALL: 1-6" GV & BOX OR TEE I I I I 6 W - J z 32.2 LF OF 6" FIRE LINE I I r I I I m • I I J o END FIRE LINE 4' FROM BLDG I I I I I XI I 1 O J U I N: 7022184.65 w E:2391902.42 \ I I I I I� �I I I r I I STA. 1+99.57 WL 1 \ a U I INSTALL: \ I I I I 0> 1-8"X6" ANCHOR TEE \ I I LU� - I I I a 1-6" GV &BOX I o z I X, = I I I PR P FIRE 1-FH ASSEMBLY \ I I � cn � n H RANT PER CITY STD. DETAIL I I 1 X w w I o z 16.8LF OF 6" WL \ I I I "' Q� A 1 n 77 2 _N:7022185.62 > "' �Im I + E: 2391966.91 \ a °� z' I I IIX r" 26' ------------------- _----------------------- --- - -I -\-------- sw I I 2 I SET PROP. 8" WATER WL-1 3 + 00 EX 8° N--D702 363.35 \\ I I I ' STA. 2+08.11 PVC SDR-18 C=900W- - - _ _ - - WL-1 TER LINE E=2391975.14 - J I I ' EL=620.97 I I 1-450 BENDINSTALL: � STA. 3+29.24 wL-1 I 7 N: 7022185.75 REMOVE EX 8" PLUG E: 2391975.44 I CONNECT TO EX 8" WL I � w I x1 M N STA. 2+18.11 WL-1 Ln WITH AN M] SLEEVE I I w o 0 C W W INSTALL: 00 N: 7022304.05 1 zo o I 1 I I U) U-)-- -1-45° BEND E: 2391980.6� Ls o� 77 I I Q Q N: 7022192.93 90 3 "� I I z 1 I I = = E:2391982.40 n I z�---------------- - - - - - - - - - - - - - �o 33�5 - - - - - - -- 3 - - -- -- -3 - - - 3 - J m z ------------------ JLL -- _ _ _ - _ - - - W=-7- - - - - - - - - - - - S00053'26"E 316.21' N=7022181.25 •53 E=2392018.28 z EL=625.42 ` OWNER: EXPLORER PIPELINE CO. PROPERTY ADDRESS: 2200 MUSTANG CT. OWNER: MAGELLAN PIPELINE TERMINALS LP. DECKER, HARRISON SURVEY ABSTRACT PROPERTY ADDRESS: 1900 STATE HWY 26 438 TRACT 1B01A DECKER, HARRISON SURVEY ABSTRACT 438 TRACT 1B01 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. CAUTION !!! 00 EXISTING OVERHEAD (N ELECTRIC IN THIS Z O O AREA 6 N 0 20 40 60 Q N CAUTION ! ! ! EXISTING GAS IN O THIS AREA GRAPHIC SCALE IN FEET Z W LEGEND C/) Q CAUTION !!! 0 EXISTING UNDERGROUND W PROPOSED WATERLINE TELEPHONE CABLE LINE IN >_ THIS AREA SSPROPOSED SANITARY SEWER LINE U V U) H U-)) - � ..0 w cM i p Zfr-U a0o f�oo 0No �-0 0Coz LLO J C i O - z M CO p(r-0 CE))w E CIO) U) C Zw rnwU_ Q LLJ M~_j ch ci Z 0 ti I- • (D aCD 00 wo Z 19 a j J Z N 0v F } J N N OC W Z Z W Q 0 z 0 d U U) w 0 z 0 ul O z Z J n J m 06 W U) N � m z Q Lij= J W i< (� < LU LLJ Q 06 u" m m J ILL ~ ~ z > z OD m OD U) cN C/) 0 o m U Q LL 0 O z Q Q m 2 - T_ � w 00 �- wOm � NUS N w Q 0 U < U � N 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 Name 127967 PE # 5/26/2020 Date A.N.A. PROJECT NO.: 14-0432 SHEET No.: C9. Copyright© 2020 by A.N.A. Consultants, L.L.C. 277 PK NAIL N=7022135.87 - E=2391741.36 ELF=631.66�j-- �� - -�7 7 ��63S / PKNAL / N=7021991.00 EL=635. 44.17 = --� BASIN E: ` = \ �- EL=635.01 \ n < n > zz -- FLQWLINE -isJ'v1i�P��j' iLglftyl 3 - - - - - - - - � _ 6�9 1 PK NAIL 7/1 \ 6' / N=7022460.90 \ \ TIMBERLINE CT. \ _ \ \ �0 E=2391737.76 �- EX ASPHALT PAVEMENT � < EL=618.59 1b� 60' PUBLIC ROW �� h� �� O � �� 0 zG / z DOWNSTREAM - ® - - / - - POINT E: M�_ H011a 3NIIM0\ D �m ,59R�P� �- / -�_ - Q100 pre=0.39cfs /I _ __ _ _ - - - - O rI I o R ROU H �>+, PINE 777 n 1 1 14" PINE \ / C II / /m • �12" PINE m 7 m rz=i 1 1 o I I �18" OAK 1 UNKC 1 I / / / / / I I 26" OAK / 1 \� UNKO N 6" TREFz / 279 UNK( / / / / / I I OWNER: TEXMNG LLC. 5/8" IR PROPERTY ADDRESS: I "ANA" CAP N=7022017.76 1219 TIMBERLINE CT. EL=635. 94.21 DECKER, H #438 ADDITION LOT 8 I I EL635.19 I I I I I I I I I II I I- - - - - - - - - - M (y00 co / / 6"MESQUITE I / � / 1 / BASIN B: / 6" 1.30AC N / OWNER: ZEM PROPERTIES INC. / / /PROPERTY ADDRESS: 1211 TIMBERLINE CT. / 1 I DECKER, HARRISON SURVEY ABSTRACT 438 I I LOT: 11 ' � I �634� / 0 I / 18 K N 24" AK / I 1 / 1." 20" Aft- / BASIN C. -- -- - 0.14AC ----------- 3ASIN D: - - - - -� 6 OAK I 14 1 OA DOWNSTREAM \ 1�� $ OAK - POINT D: /6�0is\oAK Q100 pre=0.28cfs J / -- -629- - - - S00053'26"E 316.21' 280 5/8" IR "ANA' CAP DOWNSTREAM N=7022181.25 E=2392018.28 POINT C: EL=625.42 Q100 pre=0.77cfs OWNER: EXPLORER PIPELINE CO. OWNER: MAGELLAN PIPELINE TERMINALS LP. PROPERTY ADDRESS: 2200 MUSTANG CT. PROPERTY ADDRESS: 1900 STATE HWY 26 DECKER, HARRISON SURVEY ABSTRACT DECKER, HARRISON SURVEY ABSTRACT 438 TRACT 1B01 438 TRACT 1B01A 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 TIC MIN = 15 MINUTES STORM INTENSITY IS BASED ON TABLE 5.15: TARRANT COUNTY RAINFALL DATA FCp I N C)W OW W OW nco Cl) r °> OT1 • 077 0�0 N OA I N � ��rn f m z m z • z\ z z0 - FIm z o n I 1 m / I I / �- �° one X II Im I L--------- \C�_ �z �/� I I- - - - - - - - - - - - - - - - --- N CV i Lo TII - - - - - - - - - - O I I XI I I I N00 I II BASIN A: I I I (-Do , 0.22AC ' I I I I I I I z I I m i i i I I l Q IN 6" TREE I I I I o f 10 30" OAK I I I XI m I I I I REE I I I I I I I II I I UNKO 6" TREE I 001 I I I I I J I ; 1 1 1 I I I ' PROPERTY ADDRESS:NER: ZEM PROPERTIES 2207TIMBERLINE CT. I I I XI I o I I i DECKER, H #438 ADDITION LOT 12 I I 1 N) 1 11 III�I OAK W I I I I I I 1 I UNKOWN TREE/ DOWNSTREAM POINT A: z z I 100 re=1.21cfs Q p 1 / I I I I' I I II ;� 11 OFF -SITE DRAINAGE I DIVIDE FROM RECORD DRAWINGS I= I I I S D I I/�Iz 1 m------------- -- -623- 1 0 S SET -622 / / I 0D02 363.35 E= 6.14 20.97 E e \ /� II�6 I n a 0 \ �zn O O • / _ � 71 DOWNSTREAM _ m 1------------- / - POINT B: - - - - � - - _ ° DQ100 pre=7.16cfs _ o 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 11 Q1 15 Q5 1100 Q100 REMARKS MH C=0. 69 Basin A: Drains north ZEM Addition 1207 Timberline Ct. A 0.22 0.69 1 0.15 1 15 1 3.32 10.50 14.86 10.74 7.98 1.21 loveriand runoff Basin B: Drains north & east to nei hbor Explorer Pipeline Co. 2200 Mustang Ct. B 1.3 0.69 1 0.90 1 15 1 3.32 12.98 14.86 14.36 7.98 7.16 loveriand runoff Basin C: Drains east to neighbor Magellan Pipeline Terminals LP. 1900 State Hwy. 26 C 0.14 0.69 1 0.10 1 15 1 3.32 10.32 14.86 10.47 7.98 0.77 loveriand runoff Basin D: Drains south to nei hbor TXMNG LLC. 1219 Timberline Ct. D 0.05 0.69 1 0.03 1 15 1 3.32 10.1114.86 10.17 7.98 0.28 lOveriand runoff Basin E: west north to neighbor street Timberline Ct. E 0.07 0.69 1 0.05 15 1 3.32 10.16 14.86 0.23 7.98 0.39 lOveriand runoff z 0 20 40 60 GRAPHIC SCALE IN FEET 00 LEGEND o O CD -588- EXISTING MAJOR CONTOUR N Q EXISTING MINOR CONTOUR N - - HIGH POINT Oz DRAINAGE DIVIDE W FLOW ARROW CO U DRAINAGE AREA DRAINAGE AREA 4.02AC AREA U V J co � LO J Of & (a)..0 - � >, N co C:)U)LU M o 1-> 7-E)tioo �No aZ) U M Z cLaMLL E o C:i Z ca U) w Z 11f 0 uJ 0- L6 00 U)O M c- a LU Z 0 ti H � 0'n awo CO Z o Ice a LO c J N � y 0e } J N 19 z W LLI Z Z W w Q 0 Z 0 i= a__ U W w 0 Z 0 L w 0 Z zQ W Q W W O� J W W > W Q 0 Z Wry Q 0-0 (.0 Um 06 W CO N m �� z _ Q wJLUX U) wYLu Q 06 Q U) � Im a- }m z�m w� O ��z �O::) I-ZLo N�0 Q O m - LL Of� �O� QQm _� >z Q w� �U� W Ym N LU N Q U Q � O � N 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 Name 127967 PE # 5/26/2020 Date A.N.A. PROJECT NO.: 14-0432 SHEET No.: C 10. 0 Copyright© 2020 by A.N.A. Consultants, L.L.C. � o Q N N N 0 00 Ln 7\ I I // Ax// C I z/ I/ / � OWNER. ZEM PROPERTIES INC. I ar8va CAP / I / �M N PROPERTY ADDRESS: 1211 TIMBERLINE CT.- E-7 9 894.26 i / / \w DECKER, HARRISON SURVEY ABSTRACT 438 / / \ LOT: 11 I EL=635.19 rah L OWNER: TEXMNG LLC. co / CV)/ _ I \� PROPERTY ADDRESS: 1219 TIMBERLINE CT. I000 DECKER, H #438 ADDITION LOT 8 ° � % I / BASIN B-1 : / j I ` 1.41AC z, l I I II J 6� 4 I I I I (co - ---- --- - - - - - - - - - -- �- -- ---� --- --- ---I--- --- - i I--- _ -- _ -- _ DOWNSTREAM POINT D: Q100 pre=0.28cfs Q100 post=0.08cfs 1 / LU w / U) Cn Q - - 280 S00053 26" E 316.21 5/8° IR "ANA" (-AP DOWNSTREAM POINT C: Q100 pre=0.77cfs Q100 post=0.03cfs DESIGN NOTE: OWNER: MAGELLAN PIPELINE TERMINALS LP. CITY OF SOUTHLAKE ORDINANCE NO. 605 OUTLINES THE STORM PROPERTY ADDRESS: 1900 STATE HWY 26 DRAINAGE REQUIREMENTS ARTICLE 3 OF THIS ORDINANCE STATES DECKER, HARRISON SURVEY ABSTRACT 438 TRACT 1B01 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 N=7022181.25 E=2392018.28 EL=625.42 m w T - - - II c, i W NI I I i 277 PK NAIL N=7022135.87 �- E=2391741.36-' EL=631.66 f �_ �q T ��\ NAIL 01 _ / NK 022460.90 / AAL== - �� `6� \ \ T I B E RLI N E CT. \ \ \ \ �0 E=2391737.76 63 �\ EX ASPHALT PAVEMENT`` EL=618.59 l N=731991.17 S� BASIN E : \ i EL=635.44.17 G -� / j �/ / 60PUBLIC ROW / / DOWNSTREAM �� EL=635.01 p ) 0.08AC n j � �� q� ___ �� L / POINT E: --- -- - Q100 pre=0.39cfs ` �A= 02 / `- r r \ mm - _ / / g \� H011a 3NINM0 9 \ m m - - - - Q100 post=0.33cfs ® /I 110fl° 3'3 - - - - W - - _ - WROU H �D� + - IRON m � -� - • (�]y I O? OT/ • Oa7 Oa_7 OW N Oz7 N rr 1:1 In �� I/ m� z z 777: i�� z • - �m X z •I I d _ / A z mm _ oNI N EXISTING OFF-SIT m� I - - - - - - - - N /o T---- N T m _ o ./ I DETENTION POND �� / XI I� o LU, m m I I - - - - - - - - - - - - - 1 / I / Q Q IN I--- _ _�- - - ----� BASIN D: I / (0 � / I N I� I --- _ -- = - L------------- p - �-- 0.03AC I I 6�� - -- I - - o - - _ -fit I I \ I I� I 1 'QIQ I I o o I I � o , I, I� II I►►I� I / BASIN A: m I I I I 11 � , I 0.21AC I I I I I I �- I -► I I I I l 0 1 I I I I I I l m Ih I I I I II XI l I co l I I I 11 I I 1 I I I I ' PROPERT/NER: ZEM Y ADDR SS ROPERTIES INC. 2207 TIMBERLINE CT. I I I XI Z I , I I DECKER, H #438 ADDITION LOT 12 I I I XI WII I I I II I I /-------_j N , ---J II m �- DOWNSTREAM POINT A: II I Q100 pre=1.21cfs � I Q100 post-1.14cfs I/ r OFF -SITE DRAINAGE I 1 DIVIDE FROM RECORD I m BASIN B-2: I/ I DRAWINGS / I/= I Ic 0.04AC I m� 62� -623- �I I -622 NODSET 02 363.35 \ I E=2391975.14 / I + EL=620.97 I DOWNSTREAM POINT B: �0) \ I I Q100 pre=7.16cfs \I I DETENTION =Q100 post detention=7.16cfs Z POND LIMITS L 3------- 3 - - - - - a✓ ---�- 3 - - m - - - - - 111111P^ `� \ v ) cn -- z OWNER: EXPLORER PIPELINE CO. THE PROJECT SITE WILL REQUIRE ON -SITE DETENTION DUE TO THE PROPERTY ADDRESS: 2200 MUSTANG CT. INCREASE IN RUNOFF TO THE NEIGHBOR LOCATED NORTH. 0 20 40 60 DECKER, HARRISON SURVEY ABSTRACT THE COMPLETE ON -SITE DETENTION DESIGN HAS NOT BEEN 438 TRACT 1B01A FINALIZED AT THIS PRELIMINARY PHASE OF THE DESIGN. PLEASE REFERENCE THE DETENTION POND CALCULATIONS DRAWING GRAPHIC SCALE IN FEET WHICH INCLUDE THE DETENTION POND VOLUME REQUIRED. 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 11 Q1 15 Q5 1100 Q100 REMARKS IMPERVIOUS C=0.90 I PERVIOUS C=0.30 Basin A: Drains north ZEM Addition 1207 Timberline Ct. A 1 0.21 0.10 0.11 0.59 1 0.12 1 10 1 4.06 1 0.50 5.74 0.71 9.24 1 1.14 10,erland runoff Basin B-1: Drains north & east to nei hbor Explorer Pipeline Co. 2200 Mustang Ct. B-1 1 1.41 1 1.14 1 0.27 0.79 1 .11 1 10 1 4.06 1 4.52 5.74 6.39 9.24 1 10.29 jProp detention Basin B-2: Drains north & east to neighbor Explorer Pipeline Co. 2200 Mustang Ct. B-2 1 0.04 0.02 1 0.02 0.6 1 0.02 1 10 1 4.06 1 0.10 5.74 0.14 1 9.24 1 0.22 lOverland runoff Basin C: Drains east to neighbor Magellan Pipeline Terminals LP. 1900 State Hwy. 26 C 0.011 0.00 1 0.01 0.30 1 0.00 1 10 1 4.06 1 0.01 5.74 0.02 9.24 1 0.03 10,erlandrunoff Basin D: Drains south to neighbor TXMNG LLC. 1219 Timberline Ct. D 1 0.03 1 0.00 1 0.03 0.30 1 0.01 1 10 1 4.06 1 0.04 5.74 0.05 9.24 1 0.08 lOverland runoff -588- EXISTING MAJOR CONTOUR - 759o- - EXISTING MINOR CONTOUR HIGH POINT DRAINAGE DIVIDE 00 N FLOW ARROW CD C:) DRAINAGE AREA DRAINAGE AREA CS 4.02AC AREA ICJ 0 IMPERVIOUS SURFACE z W Cn Q PERVIOUS SURFACE 0 U (3 J C/)x L0 J 13f o a) - � ■.0 >, y LU ( co o M o 1-> o tioo �No aZ) U 'It M Z �LLE0 C:� Z CI`) Q E E /�� raU� d7 W LL ZO� o O LU Q �;m� co co a. LU E z o co 1-- I- ■ U' �- awo 00 ZCD a LO c W � N � H N 0 } FZa- J N z W 0 z z W 6i Q 0 z 0 i= a_ U W w 0 z 0 w 0 z n zQ W Q n- W 0� \� W >W W (D 0 z V) Q 00� n 0 co Uco 06 w Cn N m �� z _ Q wJLUX Q U r` ;-3 CO Q a_ } G z w� >m � � z O 0 D 0� I-ZLo N�0 0 o m LL ofT �O� Q Qm _� >z Q Ww Ym C) N Lu N Q 0 < U � � N 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 Name 127967 PE # 5/26/2020 Date A.N.A. PROJECT NO.: 14-0432 SHEET No.: C 10. 1 Copyright© 2020 by A.N.A. Consultants, L.L.C. 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. 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: For 1 Yr Return Period: e=0.8217, b=43.653, d =8 Qallowable, 5 yr= 4.22 CFS Tarrant County For 5 Yr Return Period: e=0.8142, b=71.154, d =12 Rainfall Data Qallowable, 100 yr= 6.94 CFS For 100 Yr Return Period: e=0.7798 b=110.202 d =14 Td1= 18.12 Min. Table 1.18 For 1 Yr Return Period: a=95.84, b =13.43 Td5= 22.42 Min. Rainfall For 5 Yr Return Period: a=170.81, b =19.44 Factors Td100= 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. VPreliminaryl= 1248.70 Cu.Ft VMaX1= 994.33 Cu.Ft VPre1iminary5= 2008.32 Cu.Ft VMaz5= 2373.50 Cu.Ft VPreliminar 100= 1 3615.39 1Cu.Ft VMax100= 7330.61 1Cu.Ft 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 (SO A Elevation (ft) Storage (Co Total Storage (Co 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 1 0.00 TABLE 1.2 1-YEAR DETENTION BASIN OUTLET CALCULATIONS Storage Volume Required (co= 994.33 1-Year WSEL (ft)=l 623.75 Storage Volume Provided (co= 7,330.61 See Table 1.1 Orifice 1 1-Year Depth to FL (ft)= 1.55 Orifice Flowline (ft)= 622.20 Q=Cd*A *[(2gH) A. 5] eqn. 2.9 Orifice Type= Rectangular Number of Orifices 1 Width (in)= 8.75 Height (in)= 8.75 Area (so= 0.53 Head Provided (ft)= 1.19 Orifice Coefficientl 0.62 Qorifice (cfs)= 2.88 QAllowable (cfs)= 2.88 See Table 1.0 QTotal (cfs)= 2.88 TABLE 1.3 5-YEAR DETENTION BASIN OUTLET CALCULATIONS Storage Volume Required (co=l 2,373.50 5-Year WSEL (ft)= 624.50 Storage Volume Provided (co=l 7,330.61 See Table 1.1 Orifice 1 5-Year Depth to FL (ft)= 2.30 Orifice Flowline (ft)= 622.20 Q=Cd*A*[(2gH) A. 5] eqn. 2.9 Orifice Type= Rectangular Number of Orifices 1 Width (in)= 8.75 Height (in)= 8.75 Area (so= 0.53 Head Provided (ft)= 1.94 Orifice Coefficient 0.62 Qorifice (Cfs)= 3.7 QAllowable (cfs)= 4.22 See Table 1.0 QTotal (cfs)= 3.68 TABLE 1.4 100-YEAR DETENTION BASIN OUTLET CALCULATIONS Storage Volume Required (co=l 7,330.61 100-Year WSEL (ft)= 627.05 Storage Volume Provided (co=l 7,330.61 See Table 1.1 Orifice 1 100-Year Depth to FL (ft)= 4.85 Orifice Flowline (ft)= 622.20 Q=Cd*A*[(2gH)".5] eqn. 2.9 Orifice Type= Rectangular Number of Orifices 1 Width (in)= 8.75 Height (in)= 8.75 Area (so= 0.53 Head Provided (ft)= 4.49 Orifice Coefficient 0.62 Qorifice (Cfs)= 5.6 Orifice 2 100-Year Depth to FL (ft)= 0.65 Orifice Flowline (ft)= 626.4 Q=Cd*A*[(2gH)^.5] eqn. 2.16 Orifice Type= Rectangular Number of Orifices 1 Width (in)-- 10.00 Height (in)= 6.00 Area (so= 0.42 Head Provided (ft)= 0.40 Orifice Coefficient 0.62 Qorifice (Cfs)= 1.3 QAllowable (cfs)= 6.94 See Table 1.0 QTotal (cfs)= 6.91 100 YR WSE=627.05 5 YR WSE=624.50 1 YR WSE=623.75 1FT FREEBOARD EL.=628.05' STRUCTURE TOP EL.=627.15' ►RIFICE 2 FL=626.40' ORIFICE 1 FL=622.20' DETENTION POND OUTLET STRUCTURE FACE N NOT TO SCALE o O N Q THE PROPOSED POND OUTLET STRUCTURES SHALL BE N A CITY OF FORT COLLEYVILLE STANDARD 2'X3' GRATE 0 INLET PER DETAIL SD-7. THIS CAST IN PLACE z Uj STRUCTURE SHOULD BE MODIFIED APPROPRIATELY CO BASED ON THE ORIFICE OPENING DIMENSIONS Q U PROVIDED ON THIS SHEET. >_ GRATE INLET STRUCTURE TOP TO SHALL ~ BE AT 0.1' ABOVE THE 100YR WSE. U V J Cn F J Of ai LL'o) rn 0 = ()' �} >, U) w N co M CD1-> ZLo U tioo N �o 0 0 Cf) U z J� cLarO�LL E o � i z a��o� E CO) U) rnwLL 6'mcn O0 u J Q M co J a. LU Vco Z o ti .�� awo cc) Z o U) a LO 0 W � J J N � � y a } J N n z W W z 5 z W w Q 0 z 0 a_ it U w 0 z 0 L W 0 z z Cn 5W L z z 0_ 0 0 0_j -� wz� > w Z) w�wU 0 ~ � Q U 0 `c m U 06 W r^ VJ �m z Q w J Lu X U)< wY� Q Q U) co m - z w� >m z O �� 0 z N(/)0 Q o - - LL EW LO0� Q am >z Q06 w _ LLLJ � Ym T N LU N Q U Q � rr � N 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 Name 127967 PE # 5/26/2020 Date A.N.A. PROJECT NO.: 14-0432 SHEET No.: C 10.2 Copyright(D 2020 by A.N.A. Consultants, L.L.C. / PK NA L�3 / N=7021991.00 = S� EL44.17 EL=635.635.01 D I I OWNER: TEXMNG LLC. PROPERTY ADDRESS: I 1219 TIMBERLINE CT. DECKER, H #438 ADDITION LOT 8 I I I I I I I I I I I I I I I I I I I I I I I I I I I I L— — — — — — — — — — — — — — — — — J OWNER: MAGELLAN PIPELINE TERMINALS LP. PROPERTY ADDRESS: 1900 STATE HWY 26 DECKER, HARRISON SURVEY ABSTRACT 438 TRACT 11301 277 PK NAIL N=7022135.87 7 E=2391741.36 -� EL=631.66 U) �6 � THERE ARC NO INLETS DOWNSTREAM � 1 D D > PK NAIL \ / N=7022460.90 ly \� BERLIN E, C IT . AND NO CURB AND GUTTER ALONG _ `moo = =6�� EX`�SPHALT PAVEMEN TIMBERLINE CT. OR E. CONTINETAL BLVD. �� I ELZ618.59 76 RUNOFF DRAINS ALONG EX SWALE / Z � z / /60' PUBLIC ROW C) / zz 1� i 629 / —�� \ ` mmm —� 631 / 62g / / / • ® \ g /� H011a 3NI1M0 9 \ mAm 632 40- 3�3 — — — — — — _ _ - - - - - - -- - �� o r ,_ M M — oRou H >� + I I T r c� a� ❑ N �� o m z z z z NJ mm I EXISTING OFF-SI E o� oN \ ml �i D� U-r, H o T m Z I I o� I DETEINTION POND C: D // I DQ _ o � D I i I a i m N m —► _ — -- 'i I�------------- I�D 00 o I I I I I m I I l I I I AQ I I l I I II I I N, / fn mII� I XI m I / � I ,� / / I PHASE 2 I I I I I ^ I I PROPOSED 1 STORY I z l I I I l l I / W W \/ i I> BUILDING ' 00 l l I I C OWNER. ZEM PROPERTIES INC. l I I \(n cn I I 0 I I I I I PROPERTY ADDRESS: 1207 TIMBERLINE CT. I I I XI / \2 2z I FFE-631.80 / I I l I DECKER, H #438 ADDITION LOT 12 l I I l I I I ml I I I CI l l I I i — T NIA l I I I l 0 X, 1 WI l RTIES INC. I I I I I l TIMBERLINE CT. :Y ABSTRACT 438 J / I l I I --- J I I 7 / I I I I I N I // I I l m l 11 /I I I / ICO 14A, >ID o �0I� I i A MIS / I I IIIM l m l ----623— D n, 630 60D SET I 622 \ N=702 363.35 M — — — — — E=2391975.14 \ I `D �— — EL=620.97 Lr, M l 2� I 63p I � N � � 64.5' \ /6 0 l 29 M / 0 � �� I oo) 6 E, � o�a> \/ DETENTION ,�is mIR „ANA CAP IMITN=7022181.25 POND LS Z W -7' =2392018,28 m III ------------- 625.42 _ ----J EL= � S00053'26"E 316.21' CAUTION !!! OWNER: EXPLORER PIPELINE CO. EXISTING OVERHEAD z PROPERTY ADDRESS: 2200 MUSTANG CT. ELECTRIC IN THIS DECKER, HARRISON SURVEY ABSTRACT EROSION CONTROL NOTES: AREA 438 TRACT 1B01A 1. SOIL EROSION AND SEDIMENT CONTROL SHALL BE PROVIDED PER CITY EROSION REGULATIONS. 2. RESPONSIBILITY FOR INSTALLATION, ROUTINE INSPECTION, AND MAINTENANCE OF EROSION CONTROL 0 20 40 60 SHOULD BE DEFINED AND ASSIGNED TO APPROPRIATE PERSON(S) PRIOR TO COMMENCEMENT OF ANY SOIL DISTURBANCE ACTIVITY. CAUTION I I I 3. EROSION CONTROL MEASURES MUST BE CONSTRUCTED AND FUNCTIONAL BEFORE ANY GRADING OR EXISTING GAS IN LAND DISTURBANCE TAKES PLACE. THIS AREA GRAPHIC SCALE IN FEET 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. LEGEND 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 CAUTION !!! 00 STRUCTURE OR CONTROL DEVICE WHICH IS DAMAGED OR INOPERATIVE WILL BE REPAIRED OR EXISTING UNDERGROUND -588- EXISTING MAJOR CONTOUR N REPLACED IMMEDIATELY. 7. SANITARY FACILITIES SHALL BE PROVIDED IN THE SITE AND REGULARLY SERVICED AS RECOMMENDED TELEPHONE CABLE LINE IN O BY THE SUPPLIER. TRASH AND DEBRIS SHALL BE STORED IN COVERED BINS OR ENCLOSURES. THIS AREA — 759(} EXISTING MINOR CONTOUR O 8. CONSTRUCTION ENTRANCES/EXITS SHOULD BE LIMITED AND PROTECTION PROVIDED TO PREVENT O TRACKING OF SOIL INTO CITY STREETS. 5n PROPOSED PHASE 2 CONTOUR N 9. REMOVE SILT OR SEDIMENT FROM CITY STREETS, CURBS, GUTTERS, FLUMES, HANDICAP ACCESS Q RAMPS, CURB INLETS, STORM DRAINS AND ANY OTHER PUBLIC DRAINAGE FACILITY DAILY OR AS _ _ HIGH POINT �1 ACCUMULATION OCCURS. 10. EROSION CONTROL SHOULD BE EVALUATED TO DETERMINE THE EFFECTIVENESS OF THOSE DEVICES DRAINAGE DIVIDE BY THE PERSON ASSIGNED TO INSPECT EROSION CONTROL DEVICES, AND CHANGED MADE IF O NECESSARY. FLOW ARROW z 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 LLJ REMOVED IMMEDIATELY. DISTURBED AREA: M E N N E E N SILT FENCE G7 12. USING WASH WATER TO WASH SEDIMENTS FROM STREETS IS PROHIBITED. Q 13. EROSION CONTROL MEASURES MAY ONLY BE PLACED IN FRONT OF INLETS, OR IN CHANNELS, 1.26 AC TOTAL OF U DRAINAGE WAYS OR BORROW DITCHES AT RISK OF CONTRACTOR. CONTRACTOR SHALL REMAIN LIABLE DISTURBED DURING FOR ANY DAMAGE CAUSED BY THE MEASURES, INCLUDING FLOODING DAMAGE, WHICH MAY OCCUR DUE PHASE-2 x CONSTRUCTION ENTRANCE i' 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 x u PROJECT OR DEPOSITED AS A RESULT OF AS A RESULT OF EROSION CONTROL MEASURES. U V J U)> LO J O� 6 LO 0) — M ..0 W � cM Z 0 U 00 t o o ooND co -0 co coJ C i O - z tvr-�LL E U) Zw rnw Q O LLJ M~_j ci z 0 ti ■ (D awo r Co Z C:) 19 a O j J U) J N N 19 W 0 Z z W Q 0 z 0 i= U U) w 0 z O w 0 z 0 L.L z Oz CU Q z_j O� U) 0 0. W m 06 Lu U) N � m_ z Q LJJ= J Lu X LU Y Lu Q o6 2 �" am m J ~~Z Z>� O�m �`OD zLr) NCO o m U Q IL 0 ¢m - Q 06 MUD wW� Y m � N w N Q U � N 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 Name 127967 PE # 5/26/2020 Date A.N.A. PROJECT NO.: 14-0432 SHEET No.: C 1 2.0 Copyright© 2020 by A.N.A. Consultants, L.L.C. SILT FENCE (MIN. HEIGHT, 24" ABOVE EXIST. GROUND) COMPACTED EARTH BACKFILL 1j H t# STEEL FENCE POST MAX. 6' SPACING, MIN. EMBEDMENT=1' WIRE MESH BACKING SUPPORT 4x4-W1.4xW1.4 MINIMUM ALLOWABLE, TYP. CHAIN LINK FENCE FABRIC IS ACCEPTABLE ISOMETRIC PLAN VIEW N.T.S. ,5' MIN. EACH SI 6" MIN. SILT FENCE 6" MIN. TOP OF _ STONE, EACH SIDE OF FENCE FLU 1 1/2" FILTER STONE 12" d SILT FENCE OVERFLOW STRUCTURE( N T] FIGURE 3.28 STANDARD CONSTRUCTION DETAIL - FOR SILT FENCE (1 OF 2) STABILIZED CONSTRUCTION ENTRANCE GENERAL NOTES:( 3. STONE SHALL BE 3 TO 5 IN LENGTH SHALL 6. WHEN NECESSARY, VEHICLES SHALL BE CLEANED TO REMOVE I SEDIMENT PRIOR TO ENTRANCE ONTO A PUBLIC ROADWAY. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE WITH DRAINAGE FLOWING AWAY FROM BOTH THE STREET AND THE STABILIZED ENTRANCE. ALL f SEDIMENT SHALL BE PREVENTED FROM ENTERING ANY STORM I 7. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PAVED SURFACES. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS DEMAND. ALL SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO PAVED SURFACES MUST BE REMOVED IMMEDIATELY.( 8. THE ENTRANCE MUST BE PROPERLY GRADED OR A DRAINAGE SWALE TO PREVENT RUNOFF FROM LEj 19. INSPECTION SHALL BE SPECIFIED IN THE SWPPP.( FIGURE 3.29 NOTES FOR STABILIZED CONSTRUCTION EXIT 2 OF 2 �. nM*�-TECIiNIC71L t�l�[] SILT FENCE GENERAL NOTES:( 1. DESIGN SHALL SHOW ON THE DRAWINGS THE LOCATIONS WHERE OVERFLOW STRUCTURES SHALL BE INSTALLED. OVERFLOW STRUCTURES ARE REQUIRED AT ALL LOW POINTS AND AT A SPACING OF APPROXIMATELY 300 FEET WHERE NO LOW POINT IS APPARENT. 2. DESIGNER SHALL SHOW ON THE DRAWINGS THE LOCATIONS WHERE SILT FENCE IS TO BE TURNED UPSLOPE AT THE ENDS. UPSLOPE LENGTHS SHALL BE A MINIMUM OF 10 FEET. 3. POST WHICH SUPPORT THE SILT FENCE SHALL BE INSTALLED ON A SLIGHT ANGLE TOWARD THE ANTICIPATED RUNOFF SOURCE. POST MUST BE EMBEDDED A MINIMUM OF ONE FOOT. 4. THE TOE OF THE SILT FENCE SHALL BE TRENCHED IN WITH A SPADE OR MECHANICAL TRENCHER, SO THAT THE DOWNSLOPE FACE OF THE TRENCH IS FLAT AND PERPENDICULAR TO THE LINE OF FLOW.( 5. THE TRENCH MUST BE A MINIMUM OF 6 INCHES DEEP AND 6 INCHES WIDE TO ALLOW FOR THE SILT FENCE FABRIC TO BE LAID IN THE GROUND 'AND BACKFILLED WITH COMPACTED MATERIAL. 6. SILT FENCE SHOULD BE SECURELY FASTENED TO EACH SUPPORT I POST OR TO WIRE BACKING, WHICH IN TURN IS ATTACHED TO THE FENCE POST. THERE SHALL BE A 3 FOOT OVERLAP, SECURELY FASTENED 'WHERE ENDS OF FABRIC MEET. 7. INSPECTION SHALL BE AS SPECIFIED IN THE SWPPP. REPAIR OR] REPLACEMENT SHALL BE MADE PROMPTLY AS NEEDED.( 8. SILT FENCE SHALL BE REMOVED WHEN FINAL STABILIZATION IS ACHIEVED OR ANOTHER EROSION OR SEDIMENT CONTROL DEVICE EMPLOYED. 9. ACCUMULATED SILT SHALL BE REMOVED WHEN IT REACHES A DEPTH OF HALF THE HEIGHT OF THE FENCE. THE SILT SHALL BE DISPOSED OF AT AN APPROVED SITE AND IN SUCH A MANNER AS TO NOT CONTRIBUTE TO ADDITIONAL SILTATION. 110. SEE NCTCOG STANDARD SPECIFICATIONS (2017), SECTION 202.51 FIGURE 3.28 NOTES FOR SILT FENCE (2 OF 2) LENGTH AS SHOWN ON PLANS GRADE TO PREVENT RUNOFF ER FABRIC FROM LEAVING SITE 6" MAN.*' EXISTING GRADE PROFILE VIEW( N T S RADIUS = 5' MIN. LENGTH (MIN. 50') l I ` I GRADE TO DRAIN AWAY FROM R\ STABILIZATION AND STREET PAVED SURFACE J I i l to - WIDTH (W) 20' MIN. FOR < 5 AC SITES TRANSITION TO I 30' MIN. FOR > 5 AC SITES PAVED SURFACE I R.O.W. DRAINAGE MUST FLOW AWAY FROM ENTRANCE PLAN VIEW N.T.S. ENTRACE MUST BE SLOPED SO THAT STORM WATER IS NOT ALLOWED TO LEAVE THE SITE AND ENTER ROADWAYS FIGURE 3.29 STANDARD CONSTRUCTION DETAIL - STABILIZED CONSTRUCTION EXIT (1 OF 2) 00 N O O O N Q N O Z W U) Q U V JU)F J� Lu')) rn a�i � C i 00 > O Z�U too 0oNo z 0 M 0 � O J z O rZ � LL E CO) U) Zw rnwU- (n O LU M~_j Z O f� I— •(D awo 00 Z L0 a O j J F N 0v a } F J N U N W Z Z W Q 0 z O a 0 U) w 0 z O w O z O Z (n O_j U Q Z � Ow 0 U) 0 ry W m U 06 W N �m �� z Q Lij= J W i< (� < LU LLJ Q 06 U)00 m m J ~~Z Z>� O `OD U) c-1 C/) 0 O m U C) LL. 0 ¢m �0Z Q 0 M LL Y m J � U D N w Q 0 U Q � N 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 Name 127967 PE # 5/26/2020 Date o Q N N o �D N oho o CO 00Ln D Copyright© 2020 by A.N.A. Consultants, L.L.C. X u A.N.A. PROJECT NO.: 14-0432 SHEET No.: C 13.0