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Item 6C - Plansz Q a w M m a `0 0 It 0 a co 0 cu O 0 N 0 N W w x a� U) x J_ w Of N co x U- w N x w 2 0 x W w of E U) x LL w x x x J_ w Of x N w U) x 0_ w X 0 T � a ui C � x U) W2_ Wao X-U MF Now wove -Nz f � J x—a QoL�- oX= N �o �a �cOQ rN M J N NJ O N Q O FD U' LLW_ 00 JMIX 01 �w mww o�> W U) z U) gIF-(� co �XaaQ II it Q z ~ o 9 1 o� TR 8 A x N N YETMAN, BERT M. TR 8A8A & 8A9A I I LL o ~ Ln on CD o' TR 8 A 15 & 8 A 11 TR 8 A 16 ETUX HELGA B. CAMBELL, JOSE Q Q Q Y - Q DAVIDSON, GLENNIS YETMAN, BERT M. ETUX HELGA P.O. BOX 1116 335 W. HIGHLAND ST. 1 TR 8918 00 Q in 479 W. HIGHLAND ST. B. GRAPEVINE, TX SOUTHLAKE, TX I T.M. HOOD NO. 706 ADDITION I DUNN, NINA LOUISE CD J cN W - _ = 0) z z SOUTHLAKE, TX P,O, BOX 1116 76099-1116 76092 LOT 5 950 N. WHITE CHAPEL BLVD. LL 0 00 0 0 GRAPEVINE, TX 76099-1116 V. 8326, P. 791 V. 6022, P. 138 I CAB. A, SLIDE 2119 I SOUTHLAKE, TX 76092 o fl N 76092-9354 V. 6780, P. 517 ZONED AG ZONED AG I ZONED SF 1A V. 7347, P. 575 Q � V. 9261, P. 1888 5 UTILITY EASMENT Iro w ZONED AG ZONED SF 1A LUD=LOW DENSITY LUD=LOW DENSITY I EXISTING BARBED I ZONED AG `n LULOW DENSITY RESIDENTIAL LUD=LOW DENSITY RESIDENTIAL RESIDENTIAL RESIDENTIAL " WIRE FENCE LUD=LOW DENSITY RESIDENTIAL II X L — S 89'52'35 E 1621.05 _ _ �_ _ _ — — — — — — — — — — J ; o J O z O N 89'52'35'W 1172 DRAGON DRIVE 10' UTILITY EASMENT 20' BUFFERYARD TYPE 'C' O 50' RIGHT OF WAY CAB. A, SLIDE 4516 L=410.32' r — — — — — — — $ 89'52'35"E 1172.51' CABINET A, SLIDE 4516, P.R.T.C.T. D. R. T.C. T. \ R=215.00' Y — — =�� — —�- CH=N35'12'09"W TIT\ 350.83' Q 10' UTILITY EASMENT — �\ I-- ITFFFFU I�. \LIj I I O 30 BUILDING LINE I n l l l l l l l n n l l l l l l l l l n l l l l l l l l L �\ I� l II I II l II �I II I II EXISTING 5' HIGH CHAIN LINK FENCE CARROLL ISD NO. 1 r ADDITION I LOT 1, BLOCK 1 I CABINET A, SLIDE 2555,1 I P.R.T.C.T. ZONED CS LUD=PUBLI/SEMI-PUBLIII C/ 5' UTILITY EASMENT CAB. A, SLIDE 2555 P.R.T.C.T. 10' UTILITY EASMENTJI CAB. A, SLIDE 4516 P.R.T.C.T. II II 310 L.F. OF EXISTING 6' HIGH ABINET A, SLIDE 4516 UFIITITI IU U11TITITI iffli FIFI 11 1 _ SWING GATE 0 P.R.T.C.T. FUTURE PARKING CONCRETE R=165.0 In I I I I I I I I I I I I I I V � Fr�m I I I � 2 3.5 ' \�, I -- 1 UT AIIIIIIIIIII I I ' I PORTIONOFSOT 11 mo B. SLIDE 4516 I I CARROLL ISD NO. 2 C) ' CRETE STOFAGE I I ADDITION ID ALK BUII+DING I 1 I CABINET A, SLIDE 4516, [11 R / I L=37.51' P.R.T.C.T. 8.3 n R=30.00' — CH,=N16'21'01"W 41.73 o 35T2' L=181.35' R-275 00' GOD LOT 1, BLOCK 1 VOLUME 388-197 PAGE 39 ZONED CS II \ 7 II 8 ZONED SF 20A I 9 , �15 UTILITY ESMT I II �10' UTILITY ESMT II I 21 I ZONED SF 20A 10' UTILITY EASMENT Ln — TENNIS COURTS B r u 9 CH=N71'03'51" I CAB. A, SLIDE 4516 u �' 78.08' I IP.R.T.C.T. ETE BFR "` so, ,6 1 ALK 5 ®�_ W ;S pRgG21 o s ON D I I o R/G RIVE 0 E I N HroFw,yY af ASCOT DRIVE �1 L — — " § } BFIR — — I = L' I R=32525.00' I � 0 a CH=S75'0 ' ui' (D 167.68 Q = w I ' SWING o I 1 6' CO I GATE w J c I —10' UTILITY ESMT CO SIDE I i I Of - ZONED SF 20A Q co— — — I > " 15' UTILITY ESMT — o9- I L_f 3 I 131 m 0' U 11 ITY EASMENT w �A . J SLIDE 4516 FUTURE I I P. .T. .IT. 3 BUILDING I I CD r I I 0 I ICHAPEL DOWNS ADDITION CABINET A, SLIDE 386 /^? ZONED SF 20A m bo I LUD=MEDIUM DENSITY _000 I RESIDENTIAL � 3 / // ' 6 CONCRETE-) SIDEWALK �o 0 II 20' BUFFERYARD I 14 TYPE E 15' UTILITY ESMT / ' 15UTILITY EASMENT F- — — CAB. A, SLIDE 4516 P.R.T.C.T. I I1 \� 22 6' CONCRETE SIDEWALK 10' UTILITY ESMT 23 FUTURE PARKIN FJ 15' UTILITY E SMENT1 I \NPG� CAB. A, SLIDE 4516 I 2p �RF WOOD FENCE 20 BUFFERYARD TYPE C -- 1 P.R.T.C. 94' �S -€X(STING 6' HIGH 6' ASPHALT C v _— _--- 25' BUILDING �SETBACK — �� T WOOD FENCE SIDEWALK 77, — — 16'TO"W3fi0.-97`_ _ _ — — —7� _ �_ o o 24 — — — — Jr, -I -� N 89'36 57 1297.47 0' UTILITY E SMENT �'TwTy 20' SEWER EASMENT 1 10' UTILITY EASMENT (N 89'36'57" 1297.44') CAB. A, SLI E 4516 1 ESMT CAB. A, SLIDE 1888 sANDUN ESTATES 1 CAB. A, SLI E 683 OAK HILLS ESTATES 1 1 P. R. T.C.T. 7 P.R.T.C.T. CABINET A, SLIDEZONED 1AG8 P.R.T.C.T. P.k.T.C.T. CABINEP.R.T A,TIC.T. 683, LUD= MEDIUM DENSITY RESIDENTIAL 10 9 8 7 ZONED �F 20A 6 111 5 4 3 2 1 R , LUD=MEDIUM DENSITY LOT 1, BLOCK 1 15 DRAINAGE EASMENT RESIDENTIAL I- -10 UTILIT LIDS SM83NT I 4 7.5' UTILITY EASMENT CAB. A, SLIDE 683 1 1 BLOCK 1 CAB. A, CAB. A, SLIDE 1888\I — — — — — — P.R.T.C.T. — — — _ P.R.T.C.T. 10' UTILITY EASMENT P.R.T.C.T. 1 _ CAB. A, LIDE 683 NOTES: P. R. T. C. T. 1. ALL REQUIRED LANDSCAPE AREAS SHALL BE IRRIGATED BY AN AUTOMATIC IRRIGATION L— _ SUMMARY CHART: BUFFERYARDS SYSTEM DESIGNED BY A LICENSED IRRIGATOR. 2. LANDSCAPE AND IRRIGATION PLANS SHALL COMPLY WITH ALL APPLICABLE REQUIREMENTS TRACK & FOOTBALL FIELD 15' UTILITY EASMENT AB. A SLIDE 4516 P.R.T.C.T. CONCRETE SIDEWALK 526.7' MAX. HEIGHT =18 EXISTING 1 STORY BLDG. MULTIPURPOSE BLDG BASEBALL FIELD 1 7, 400 S.F. STORAGE — BUILDING 6' ASPHALT - SIDEWALK 1—STORY BRIG ILDIN ON RTE LOCATION/ LENGTH OF BASE LINE: REQUIRED/ LENGTH: BUFFERYARD CANOPY TREES: ACCENT TREES: SHRUBS: FENCE/SCREENING HT. & MATERIAL: PROVIDED: WIDTHITYPE: NORTH- REQUIRED 1,621' 10'-C 49 65 195 NONE PROVIDED 20'-C EXISTING 52* 160* 6' SCREENING DEVICE EAST- REQUIRED 1,341 10'-E 13 27 107 NONE PROVIDED 20'-E EXISTING 22* 86* NONE SOUTH- REQUIRED 1,609' 10'-C 48 64 193 6' SCREENING DEVICE PROVIDED 20'-C EXISTING 51* 154* & SCREENING DEVICE WEST- REQUIRED NONE 5' CHAIN LINK FENCE PROVIDED NONE 5' CHAIN LINK FENCE *20% REDUCTION IN PLANT MATERIAL TAKEN FOR DOUBLE WIDTH OF BUFFERYARD. F— 7J BFR o 126.2' r I Qi I a I 1—STORY BRI BUILDING ON COP TE ao FOUNDATIO 11 CONCRETE I PVEMENT - UMPSTER-' LOCATION 0 MAX. HEIGHT=2 ° 1 STORY BLDG. STEM ADDITION �.,650 S.F. 8' CONCF 6' CONCRETE SIDEWALK m SIDEWALK LOADING HIGH SCHOOL DOCKS 3-STORY BRICK - — — BUILDING ON CONCRETE 8'-8" HIGH FOUNDATION FF=684.00 SCREENING PORTION OF LOT 1, FENCE BLOCK 1 CARROLL ISD NO. 2 SWING GATE 0' CABINET A ISILOIDE 4516, g`rP� P.R.T.C.T. 15' UTILITY EASMENT CAB. A, SLIDE 4516 ■ P.R.T.C.T. _ BFR Llm W BFR!rBFR QFR I S°� I sJ L--- � C ,-6 CONCRETE) CONCRETE xSIDEWALK , G 6' CONCRETE SIDEWALK 6' CONCRETE SIDEWALK j \ / UTURE BUILDING CONCRETE ,M. SIDEWALK ,=o J� BFR --------- O CHAPEL DOWNS DRIVE OF CITY OF SOUTHLAKE LANDSCAPE ORDINANCE. Of 3. NEW PLANTINGS SHALL COMPLY WITH REQUIREMENTS OF LANDSCAPE ORDINANCE. 4. THE OWNER SHALL BE RESPONSIBLE FOR THE CONTINUED MAINTENANCE IN PERPETUITY — — - -11 OF ALL LANDSCAPING AND IRRIGATION AS OUTLINED IN LANDSCAPE ORDINANCE. 5. **:EXISTING CAMPUS. LANDSCAPE AREA REQUIREMENTS ARE ASSUMED TO BE COMPLIANT. SUMMARY CHART: SITE LANDSCAPE REQUIREMENTS SUMMARY CHART: INTERIOR LANDSCAPE ZONING: NR-PUD (USE CS LANDSCAPE REQUIREMENTS) BUILDING SF: 34,600 SF TOTAL PROPOSED BUILDING FOOTPRINT REQUIRED INTERIOR LANDSCAPE AREA: 30% OF BUILDING SF X 34,600 SF TOTAL PROPOSED BUILDINGS=10,380 SF 4 ZONED SF 20A )W 32 I JO' UTILITY ESMT LANDSCAPE % OF AREA IN FRONT/SIDE CANOPY TREES ACCENT TREES SHRUBS GROUND COVER COLOR AREA REQUIRED: 10,380 75% 21 42 260 1,557 SF 208 SF PROVIDED: NA** NA** 21 42 260 1,628 SIF 208 SF OWNER CARROLL INDEPENDENT SCHOOL DISTRICT 3051 DOVE ROAD GRAPEVINE ,TX 76051 PHONE (817) 949-8218 FAX (817) 949-8229 CONTACT: DEREK CITTY N W C S 0 100, 200' GRAPHIC SCALE 100' LEGEND — — — PROPERTY LINE FIRE LANE 8" CONCRETE PAVEMENT 5" CONCRETE PAVEMENT CANOPY AREA DOVE FaHIGHLAND ASCOTTQ�SITE BELMON CHURC Q CHESTNUT CHA EL OWN ALAMO W Z LOVE -HENRY = �`I,S'i CITY OF saN saBA Z ti SOUTHLAKE DIAMOND y 's ZAF EMERALD FM ROAD 1709 SOUTHLAKE BOULEVARD SUMMARY CHART: INTERIOR LANDSCAPE VICINITY MAP N.T.S. NOTES 1. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED. 2. ALL ON -SITE ELECTRICAL CONDUCTORS ASSOCIATED WITH NEW CONSTRUCTION SHALL BE LOCATED UNDERGROUND. 3. ALL THE REQUIREMENTS OF THE SOUTHLAKE SOIL EROSION CONTROL SHALL BE MET DURING THE PERIOD OF CONSTRUCTION REQUIRED: ONE CANOPY TREE IN EACH PARKING LANDSCAPE ISLAND REQUIRED: ONE CANOPY TREE IN EACH PARKING LANDSCAPE ISLAND REQUIRED: PARKING LANDSCAPE ISLANDS TO BE PLANTED WITH SCRUBS OR GROUNDCOVER REQUIRED: PARKING LANDSCAPE ISLANDS PLANTED WITH SCRUBS OR GROUNDCOVER SITE DATA SUMMARY EXISTING ZONING NR-PUD PROPOSED ZONING NR-PUD LAND USED DESIGNA77ON PUBLIC/SEMI-PU BLIC GROSS ACREAGE 44.262 NET ACREAGE 44.262 NUMBER OF PROPOSED L07S 1 AREA OF OPEN SPACE 25.262 ACRES AREA OF IMPERVIOUS COVERAGE 19.00 ACRES PERCENTAGE OF OPEN SPACE 57.lox PERCENTAGE OF IMPERVIOUS SPACE 42.90% EXISTING BUILDING AREA (BUILDING FOOTPRINT) 154,150 SF PROPOSED BUILDING AREA (BUILDING FOOTPRINT) 156,800 SF FIELD HOUSE AREA (BUILDING FOOTPRINT) 17,400 SF STORAGE BUILDINGS 3,600 SF NUMBER OF STORIES 3 MAXIMUM BUILDING HEIGHT 58'-0" FLOOR AREA 237,550 SF FLOOR AREA BY USE 237,550 SF NUMBER OF CLASSROOMS 93 NUMBER OF STUDENTS 1288 PARKING SPACES REQUIRED 523 PARKING SPACES PROVIDED STANDARD 450 HANDICAP 21 PARALLEL 54 TOTAL 525 REQUIRED LOADING SPACES 2 PROVIDED LOADING SPACES 2 AREA OF OUTSIDE STORAGE N/A PERCENTAGE OF OUTSIDE STORAGE 0.00% START CONSTRUCTION MON7H/YEAR 01120 FEND CONSTRUCTION MON7H/YEAR 07121 Q CL U) �J Q W M L0 Q a) U 0 X LL �0)=co0E (n•L�N . 0 Q N ? ~ N L N cn + cx ~ o W W N M 01 c w I.-coof C JU w _0 m c�� a) cu 2 � N 0 0 0) r r 1 U 00 I` t.J 04 Cn w cn Z N Q ~ 2 CITY PROJECT No.: ZA20-0038 O O Q z H U C/1 Z O E� W:4 W U �D Q � O O Z x V O O U z o N 0 co Q Q 2 Q 2 m NN J rn 1- o N -0 Q 6 a Z aa)) C � U a) 2) 3: U a) N U 0 d SHEET C0.01 EXISTING BUILDING ROOF HIGHEST LEVEL -"I-- z O � o H cf) o W N 2 (D o = z (D O z P: C) — 4 O o D_LL co w w X w co N OVERALL SOUTH ELEVATION 4 1 " = 20'-0" F ENLARGED ELEVATION EAST @LECTURE 11 1 1 1 NEW ADDITION — — -- — — — ENLARGED ELEVATION WEST @LECTURE 3/16" = 1'-0" I � % 3/16" = 1'-0" KEY NOTES 01 FIELD BRICK - TO MATCH EXISTING, TYP. 02 SOLDIER COURSE BRICK- TO MATCH EXISTING, TYP. 03 (1) COURSE ACCENT BRICK- TO MATCH EXISTING, TYP. 04 METAL DOWNSPOUT & ROOF SCUPPER TYPICAL - TO MATCH EXISTING, TYP. 05 PREFINISHED METAL CAP- TO MATCH EXISTING COLOR, TY OS PREFABRICATED METAL CANOPY SYSTEM 07 FLAT METAL FASCIA, TYP. 08 GLAZING AND FRAME AS SCHED. - TYP. 09 18"H CAST ALUM. LETTERS,VERIFY TEXT, LETTER SIZE, SPELLINGS, FONTS, FINISHES PRIOR TO FABRICATION AND INSTALLATION ROOF 46' - 0" _ — LEVEL 3 � 28' - 0" V LEVEL 14'-0" LEVEL 1� 0'-0" V NATEX CORPORATIO ARCH ITEC T-S RICHMOND AVE,SUITE 225 HOUSTON, TEXAS 77042 TELEPHONE: 713-975-952 5 FAX: 713-780-7824 N a� 0 co ti X w U Q oroo J � p O � 0 O Q o O _ > _ U J U V z °° U) C/) O J � — w i— n z = Q Q w = p C' O C) z z Lu w = w 0- 0:� = w 06 J p J z U) _ - O O O Qp o � N p u') Q V Q N c� Date Description 07/27/2020 SCHEMATIC DESIGN DATE: / / SCALE: AS SHOWN DRAWN BY: TN CHECKED BY: MCW ENLARGED ELEVATION SOUTH @ LECTURE NOTE: EVERY SHEET NOTE MAY NOT APPEAR ON THIS PAGE A=201 NEW ADDITION ol NEW ADDITION NEW ADDITION NEW ADDITION 1 Ono -_-- Gomm _ 1 Y 41 As fk two NATEX CORPORATIO ARCH ITEC T-S RICHMOND AVE,SUITE 225 HOUSTON, TEXAS 77042 TELEPHONE: 713-975-952 5 FAX: 713-780-7824 N m CD w U Q � _ c/) J � � O � 0 U) O Q o O _ > _ � J C.)V z U) C/) O J � — w i— n z = Q Q w > = o CID O c� z z Lu w = w 0- = w 06 J o J z cn _ — O o � O O Q0 o 0:� N 0 L Q V Q N c� Date Description 07/27/2020 SCHEMATIC DESIGN DATE: / / SCALE: AS SHOWN DRAWN BY: TN CHECKED BY: MCW A=900 cn z J LL w d `o 0 LL 0 N 5 0 cu U I- O O O N LL w Cn x LL w ry x c 0) U) 0 x LL w X T r c x x LL w w x to Cl) LL w x x LL w x w x x LL ILL! W x x x LL W X E x LL co X�d aw w x m x W `7 F- N M F X Coll � LLRZ W � Q LU X� x20 wUrn m< x ¢ N (D LL O w LLI N ¢x2c00 xxQ.. � LL DO g 0 Cl) Lu U) LL �Xao J Q I z ~ o TR 8 A 9 I o� X YETMAN, BERT M. TR 8A8A & 8A9A w Qz I­-LCID 0 Qn Ln CD TR 8A15&8A11 TR 8 A 16 ETUX HELGA B. CAMBELL, JOSE �w Q 00 Q J Y �I DAVIDSON, GLENNIS I YETMAN, BERT M. ETUX HELGA P.O. BOX 1116 335 W. HIGHLAND ST. I I TR 8918 CD I,J cV Ln W Q v1 479 W. HIGHLAND ST. B. GRAPEVINE, TX SOUTHLAKE, TX I T.M. HOOD NO. 706 ADDITION I DUNN, NINA LOUISE I _ � o, o w SOUTHLAKE, TX wP,O, BOX 1116 76099-1116 76092 LOT 5 950 N. WHITE CHAPEL BLVD. 0 GRAPEVINE, TX 76099-1116 V. 8326, P. 791 V. 6022, P. 138 II CAB. A, SLIDE 2119 I SOUTHLAKE, TX 76092 ~ cn � (.0co N 76092-9354 < of 3 V. 9261, P. 1888 V. 6780, P. 517 ZONED AG ZONED AG I ZONED SF 1A I V. 7347, P. 575 � o of w ZONED AG ZONED SF 1A LUD=LOW DENSITY LUD=LOW DENSITY I I ZONED AG Ln LU[3=LOW DENSITY RESIDENTIAL LUD=LOW DENSITY RESIDENTIAL RESIDENTIAL RESIDENTIAL L — S 89°52'35"E 1621.05' — — — — — — — J LUD=LOW DENSITY RESIDENTIAL J — — — — — — — — 711 T — — — — — — — — IN 89'527"2,60 z DRAGON DRIVE 50'RIGHTOFWAY INL=410.32' CAREi A,SL/DEA51Q P.R.T.C.T. S 89'52'35"E 1172.51' R=215.00' ---------------- TTTTTT _ \ — — — — — CH=N35°12'09"W — — 350.83' I I 30' BUILDING LNE R T `-30' BUILDING LINE CABINET A, 45,6nI I I I I I In nI I InI I SLIDE �I l UIIIIIIIU UIIIIIIIIIUIIIIIIII � L=341.1 \ 3IN BUILDING LINE FUTURE PARKING R=165.0 \ CABINET A, SLIDE 4516 P.R. T.C.T. r OH S30 '54' PORTION OF LOT 1, I IF — — 06 ^� BLOCK 2 I 9^ 9 0 I CARROLL ISD NO. 2 A� 0 I ADDITION I I 16 I CABINET A, SLIDE 4516, pOh L=37.51' P.R.T.C.T. II I � R=30.00 o I j S 8'3 b000 CH=N16°21'01 "W — — — — — _ _ 41.73'� 0 35 2'00� L=181.35' p 0 CH=IN7 00' g PRACTICE N r — — — ��jj CH=N71`03'S1" FOOTBALL FIELD Ir z I � 1 a I W TENNIS COURTS FRENCH DRAIN 78 08' x I� I S � � U w jg0 • I I so. `� �01 LL ,� w 5 I 4 � DRAGON DRIVE I. W-RIGHTOFWAY A CAR/NETA, SLIDE d516, P.R.T.C.T. L-- 3h — — TRACK p FOOTBALL FIELD O 6 I ,� �,� N L=169.59' W>� CH=S75'0 167.68' I� a�< � I I a�o EXSj* SR — -- — — — °` �WQI =mom U I ® � ,. a s m m •I � SOFTBALL FIELD I 3 I I I 0 R I HIGH SCHOOL E%. zr RCP 0 I 3-STORY BRICK 2 I 1-STOY BRICLDING C BUILDING ON CONCRETE ONRETE I UNDATION I FOUNDATION FUTURE CARROLL ISD N0. 1 { PORTION6OF0LOT 1, BUILDING I 0� BLOCK 1 ADDITION I — — — _ _ — _ — — I �o CARROLL ISD NO. 2 E%. 12" RCP C LOT 1, BLOCK 1 I 0000, DITION CABINET A, SLIDE 2555, I I o ��' CA INET SLIDE 4516, I x. e z P .\ P. R. T. C. T. I VERED AREA P. T.C.T. ZONED CS I / LUD=PUBL1/SEMI-PUBLICII I I El I i� 30' BUILDING LINE 1 0 llxFl W 6ti0ti0ti / CABINET A, SLIDE 451 P.R.LO.T. 3 I I I I � \ p 6ti�9 • ti� � �� I I L_ r N FUTURE BUILDING BASEBALL FIELD I L— — N r RCP I I B EXsS SS i i vA- _ - _� - - _ SS SS SS ex a• ss I I I I 1-STORY BRI BUILDING ON CO TE I L — — — — — — — — — — — — — — — — J — — — FOUNDATIO4E4 E III 6^ 6^3� • CO 6�0166�0� 06�'63og 6 6 I I FUTURE PARKING / TI Ll 1J LI ll ll 11 Ll 1111I� 0~K ro 1 63 10 II N - D 3T0.�7` — — -I —� N 89'36'57 1297.47' — — — — — — — (N 89'36'57" 1297.44') SANDLIN ESTATES I OAK HILLS ESTATES CABINET A, ZSLIDE ONED 18888, P.R.T.C.T. III III CABINET �TlSLI E 683 I LUD= MEDIUM DENSITY RESIDENTIAL 11 10 9 III 8 III 7 ZONED �F 20A 6 III 5 4 1 3 1 2 1 1 LOT 1, BLOCK 1 1 1 1 1 LUD=MEDIUM DENSITY 1 1 1 RESIDENTIAL BLOCK 1 CHAPEL DOWNS DRIVE _ I L- 1 0 (�l 0 LEGEND PROPERTY LINE PROTECTED TREES POSSIBLE PROTECTED TREES REMOVED TREES HIGHLIGHTED TREE IN TABLE ARE TO BE REMOVED WITH 2020 IMPROVEMENTS HIGHLAND DOVE ASCOTT Q o Q � p SITE BELMON CHURC CHESM/T ti CHA EL OWN ALAMO W Z LOVE -HENRY Q is CITY OF SAN SABA Z SOUTHLAKE DIAMOND y ,o EMERALD Z R� FM ROAD 1709 SOUTHLAKE BOULEVARD VICINITY MAP N.T.S. TREE PRESERVATION SUMMARY NET ACREAGE 47.375 ac. ACREAGE W/ TREE PRESERVED 1.25 cc. %TREE COVERAGE PRESERVED 2.64% TOTAL TREES 121 PROTECTED TREES 108 POSSIBLE PROTECTED TREES 5 TREES REMOVED 1 Z W E S 0 100' 200' GRAPHIC SCALE 100' TREE INVENTORY Point Description Point Description 3434 7" UNKNOWN 4365 15" OAK 3435 8" ELM 4366 14" OAK 3436 6" OAK 4367 6" OAK 3437 6" OAK 4368 6" OAK 3438 8" OAK 4369 9" OAK 3439 8" OAK 4370 6" CEDAR 3516 9" UNKNOWN 4371 8" OAK 3518 9" UNKNOWN 4372 11 " OAK 3527 10" UNKNOWN 4373 10" OAK 3868 8" OAK 4374 15" OAK 3906 8" BRADFORD PEAR 4375 6" CEDAR 3951 7" UNKNOWN 4376 13" OAK 3971 6" UNKNOWN 4377 15" OAK 3990 6" UNKNOWN 4378 14" OAK 3992 6" UNKNOWN 4379 14" OAK 4013 8" ELM 4380 13" OAK 4072 13" OAK 4381 25" OAK 4073 15" OAK 4382 6" OAK 4074 16" OAK 4383 14" OAK 4075 6" OAK 4384 18" OAK 4076 9" OAK 4385 7" CEDAR 4081 9" OAK 6102 9" OAK 4085 18" OAK 6133 10" OAK 4086 15" OAK 6279 8" OAK 4088 11 " ELM 6280 9" OAK 4192 15" ELM 6281 13" CEDAR 4205 12" CEDAR 6282 13" CEDAR 4331 10"HACKBERRY 6287 16" OAK 4332 10" CEDAR 6288 8" OAK 4336 10" CEDAR 6292 8" OAK 4337 13" CEDAR 6293 8" OAK 4338 14" OAK 6294 14" OAK 4339 8" OAK 6295 8" OAK 4340 6" CEDAR 6296 9" OAK 4341 8" CEDAR 6297 12" OAK 4342 10" OAK 6298 10" OAK 4343 10" OAK 6299 7" OAK 4344 8" OAK 6300 16" OAK 4345 16" OAK 6301 6" OAK 4346 7" CEDAR 6302 6" OAK 4347 22" OAK 6303 8" OAK 4350 6" OAK 6306 7" OAK 4351 16" OAK 6307 9" OAK 4352 16" OAK 6308 9" OAK 4353 7" OAK 6309 12" OAK 4354 9" HACKBERRY 6310 7" OAK 4355 7" HACKBERRY 6311 6" OAK 4356 7" HACKBERRY 6312 7" OAK 4357 7" HACKBERRY 6313 10" CEDAR 4358 9" HACKBERRY 6314 8" CEDAR 4359 13" CEDAR 6315 11 " CEDAR 4360 10" HACK 6316 11 " CEDAR 4361 12" OAK 6317 12" CEDAR 4362 12" OAK 6318 12" CEDAR 4363 12" OAK 6319 10" CEDAR 4364 -- HACK 6320 9" CEDAR W M Q � o U U Cu it �OCr) �^ v J Lo MO ELL CO .^+ N LO O W cy ti N - N L N " S Q (n N ti C:w c Ld X ^, W co 0 L Lu U U Lo rn c0 Z co � cn � N � \.Jr1 V CO N I� Cu Z N Q ~ O OQ Z� V O Z U O � O �--I C) 0 � U z O N 0 Q 2 2 ON 0) N CHAPEL O z F,,l 0) U U N L (Z 0 U) U Q 0- CITY PROJECT No.: ZA20-0038 SHEET C0.02 PT.# 2727 RIM = 680.35' 8" PIPE (IN) 1 DEPTH = 4.20' FLOWLINE = 676.15' (:D L- J 8" PIPE (OUT) DEPTH = 4.20' FLOWLINE = 676.15' PT.# 2847 RIM = 682.89' 8" PIPE (IN) DEPTH = 5.00' FLOWLINE = 677.89' 8" PIPE (OUT) -- DEPTH = 5.00' FLOWLINE = 677.89' J 8" PIPE (IN) DEPTH = 4.95' -- FLOWLINE = 677.94' 16" PIPE (OUT) DEPTH = 5.00' FLOWLINE = 679.28' ODE PIPE 1 DEPTH = 4.9 4.90' FLOWLINE = 679.38' 16" PIPE (IN) DEPTH = 4.90' FLOWLINE = 679.38' TREE INVENTORY Point Description 3434 7" UNKNOWN 3435 8" ELM 3436 6" OAK 3437 6" OAK 3438 8" OAK 3439 8" OAK 3516 9" UNKNOWN 3518 9" UNKNOWN 3527 10" UNKNOWN 3868 8" OAK 3906 8" BRADFORD PEAR 3951 7" UNKNOWN 3971 6" UNKNOWN 3990 6" UNKNOWN 3992 6" UNKNOWN 4013 8" ELM 4072 13" OAK 4073 15" OAK 4074 16" OAK 4075 6" OAK 4076 9" OAK 4081 9" OAK 4085 18" OAK 4086 15" OAK 4088 11 " ELM 4192 15" ELM 4205 12" CEDAR 4329 12" OAK 4330 11 " OAK 4331 10" HACKBERRY 4332 10" CEDAR 4333 11" OAK 4334 16" OAK 4335 18" CEDAR 4336 10" CEDAR 4337 13" CEDAR 4338 14" OAK 4339 8" OAK 4340 6" CEDAR 4341 8" CEDAR 4342 10" OAK 4343 10" OAK 4344 8" OAK 4345 16" OAK 4346 7" CEDAR 4347 22" OAK 4348 13" CEDAR 4349 10" OAK 4350 6" OAK 4351 16" OAK 4352 16" OAK 4353 7" OAK 4354 9" HACKBERRY 4355 7" HACKBERRY 4356 7" HACKBERRY 4357 7" HACKBERRY 4358 9" HACKBERRY 4359 13" CEDAR 4360 10" HACK 4361 12" OAK 4362 12" OAK 4363 12" OAK 4364 10" HACK 4365 15" OAK 4366 14" OAK 4367 6" OAK 4368 6" OAK 4369 9" OAK 4370 6" CEDAR 4371 8" OAK 4372 11" OAK 4373 10" OAK 4374 15" OAK 4375 6" CEDAR 4376 13" OAK 4377 15" OAK 4378 14" OAK 4379 14" OAK 4380 13" OAK 4381 25" OAK 4382 6" OAK 4383 14" OAK 4384 18" OAK 4385 7" CEDAR 6102 9" OAK 6133 10" OAK 6279 8" OAK 6280 9" OAK 6281 13" CEDAR 6282 13" CEDAR 6283 14" OAK 6286 18" OAK 6287 16" OAK 6288 8" OAK 6289 6" OAK 6290 10" OAK 6291 7" OAK 6292 8" OAK 6293 8" OAK 6294 14" OAK 6295 8" OAK 6296 9" OAK 6297 12" OAK 6298 10" OAK 6299 7" OAK 6300 16" OAK 6301 6" OAK 6302 6" OAK 6303 8" OAK 6304 13" OAK 6305 10" OAK 6306 7" OAK 6307 9" OAK 6308 9" OAK 6309 12" OAK 6310 7" OAK 6311 6" OAK 6312 7" OAK 6313 10" CEDAR 6314 8" CEDAR 6315 11 " CEDAR 6316 11" CEDAR 6317 12" CEDAR 6318 12" CEDAR 6319 10" CEDAR 6320 9" CEDAR UTILITY DETAILS 9p 001 9p ^ +0 op Opp 910 PT.# 5159 PT.# 5070 PT.# 3447 PT.# 3313 PT.# 3250 + + +° RIM = 680.70' RIM = 670.45' RIM = 680.21' + + +° pe +Oo°' °o^ry^ +fiery' RIM = 681.64' RIM = 682.44' + 24" PIPE (IN) ,� I I DEPTH = 14.50' INLET BOTTOM 16" PIPE (OUT) p lip o °^ rye d ryo po e° ^ti o ee% 8" PIPE (IN) o e o p. o o p. o• ° e a p e DEPTH = 10.25' DEPTH = 4.90' DEPTH = 5.20' p^' p ° + + e p + p ° p p^ p° 3 6$1. + I+pe FLOWLINE = 655.95' FLOWLINE = 675.31' FLOWLINE = 676.44. + ° 9 fie p e° +fie o +fie o e e r FLOWLINE = 670.45' DROP PIPE !` r + d ^ + pe^ + DEPTH = 9.30' ° e^`'° e^tip eo$e eo6�o�° eo�6 e^°a e^^a s D 6a^ae 110' UTILITY EASE�IIENT FLOWLINE = 670.91 Q- ^• ° e ° 6 6 6 e e 9 g 0 I DRAGON DRIVE r a" PIPE (OUT) r O O G Qi e p ° o °e^ CABINET A, SLID 4516 18" PIPE (IN) 24" PIPE (OUT) p o a ^ a o ^ e1 b / 1 I 50' RIGHT OF WAY 8" PIPE (IN) 1 DEPTH = 10.30' 1 / + 3 o° e / e. e• DEPTH = 8.80' DEPTH = 14.70' 0 V 681.68 + SOD SOD SOD + + SOD ^' h P.R.T.C.T e e DEPTH = 10.20' FLOWLINE = 670.40' J J 8" PIPE (OUT) CROSSWALK" "STOP" oe e°ry +p / +p I CABINET A, SLIDE 4516, P.R.T.C.T. FLOWLINE = 661.65' FLOWLINE = 655.75' L T�- 1 �1 Q ^6 pL'e SOD 3 ^m,, / pp FLOWLINE = 670.50' �1 P DEPTH = 1.00' "CROSSWALK" ° FLOWLINE = 681.44' pe db ry9 ery Op y o b° / a BRICK + pO^ pg^' °e^' OO^• j �y CROSSWALK" pp/ PORTION OF LOT 1, BLOCK 2 PT.# 3276 PT.# 3607 pry a "CROSSWALK" e + + + + z ery 1p ° RIM = 681.71' e^' °e^' e^� o +° eo es / CARROLL ISO NO. 2 ADDITION RIM = 681.60' 6 ° e ^ ^ 4 6 ^ N 9 p e 6^ `L e g Q. 6 p 0 / PT.# 6146 + + ery9 SOD + h rye rye �^ ry^ rye ryp ry^ ry^ rye ,Lp L^ 1. 1, rye b 4 + ppp I ^9I CABINETA SLIDE 4516 P.R. T. C. T. RIM = 681.78' PT.# 5050 18" PIPE OUT ° O,Lb 66 pe pe pe pe e° fie eO °° eO e° eO e° pO pery' h 0d +06 RIM = 672.71' DEPTH = 2.00') cROSSWAL p°ry p °^ 683- l IL=37.51- 8" PIPE (IN) FLOWLINE = 679.60' 1^ e perye 4ppp /^� ' "CROSSWALK / R=30.00' DEPTH = 10.45' PT.# 2647 r - SOD o -- _ - - _ - e ^ r RIM = 680.37' I - 6�sy9A�S - - - - - 6°�` - + snc e /` ` / V 10 b <35.12' ape FLOWLINE = 671.33' 1 682.43 16" PIPE (OUT) T- SOD WL WL - WL - 7M� 'I , e� e`' p 681 • �\ 11� � � /yT O�L DEPTH =5.40' fie 681.67+ r-------------��- ---- _� A <�"CROSSWALK" pOo 61e• 116 �_ 1 +p 8" PIPE (IN) r 8" PIPE (OUT) �eeee777 FLOWLINE = 676.31' PT.# 3841 1p b + o °e 9� ` o ,fib + ° �`� 683 DEPTH = 10.45' 1 DEPTH = 10.50' �� !` e^. ^� I ey. ry1 aryls• � ery• >,\ e d 6 SOD + \ FLOWLINE = 671.33' FLOWLINE = 671.28' CONCRETE 18" PIPE (OUT) �� �'� RIM = 681.64' +° pe I e pe ' to c,� ry 110 iJ \ 1 ° 1 PAVEMENT DEPTH = 4.40' + I + 1 s + j + \ 61a ry °�- \ °1 *D,18" PIPE (OUT) ?ems 682.61 eery �? ` 10 o11 5e oe ° + 878^FLOWLINE = 668.31' !O PT.# 2543 DEPTH = 5.90' "CROSSWALK" I I SITE 0 15' UTILITY EASEMENTS e6° 61e' ' t� apt ^ Q� V 682.27 IN J BENCHMARK 3NO.2 cb \ + + RIM = 681.59' FLOWLINE = 675.74' Irn CABINET A, SLIDE 4516 ` \ �' \ 67 try PT.# 5337 Q r e ELEV: 683.30' i �g� p 18"PIPE(IN) 0° I II P.R.T.C.T. I ry epp� 675J p1 __- RIM = 681.27' PT.# 6178 DEPTH = 5.80' 1 s8z.87 I I I I °^ I aA \ 9ry1e1e. ry 1 \ +R SOD 8� e3. 30'BUILDING LINE \ ° \ 1p ° 1 p 1� s`" RIM = 679.15' FLOWLINE = 675.84' � p SOD p1 ^ 9• gh � 16" PIPE (OUT) I I s a" PIPE w I I CABINETA SLIDE 4516 ��� +� \ ° `ssp° 1d� 1 1ry� _ _ °^ ( ) DEPTH = 2.0' p 683.05 ,Le I I ' s \ 6,-6 B o3 +6 1 00 DEPTH = 8.15' FLOWLINE = 679.59' a 682.32 + 682.80 e ry �, P.R.T.C.T. e o r CONCRETE �/ ^9 ^ ry o ^• pe \ \ ?8" o Chc °� - -4 T FLOWLINE = 673.12' 12" PIPE OUT r pe ss2.35 + 0 pry' p% ery' ae \ \ ec ery v _ (OUT) "STOP" 682.76 6 DEPTH = 6.00' I 8 ' e' PAVEMENT � + oD + + + ^ ° + \ \ �O e1 ^^ � 03' +° `Lp PT.# 6433 0 683.23 I ery' e\. S p1�' Gy2 -� 8" PIPE (OUT) FLOWLINE = 674.37' RIM = 674.51' ory pery' R W91�K" ap ^1+p ^1 I p^ryo ��� \\ +01 \Nfo11 yY + 7808, 1 DEPTH = 8.20' ery' ry ry1 I rye oe e I e0. \ \ \ \� oe / FLOWLINE = 673.07' O 18" PIPE OUT +p p° ryp I I rob" W �" oee + + +p \ eb^ ^ o ( ) 682.69 'ems PT.# 3491 PT.# 3264 DEPTH = 9.50' I � as - - - - as - - - - - � - - - � s 1b 60° ° + 18" PIPE (OUT) J RIM = 682.78' RIM = 683.19' /` FLOWLINE = 665.01' 682.52 + rye^ I \ 3607 +3841+ 51 89 Op9 \\ I{Z + rye^ + DEPTH = 5.90' S pe �3+ I 10 ^9 ^9 ' +p 683.17 I ry. 6O pe SOD 1� L a S 75° PT.# 5484 FLOWLINE = 673.25' 12" PIPE (OUT) 18" PIPE (IN) r p I I i I ^ pp RIM . 6 484 DEPTH = 10.60' DEPTH = 9.40' O p p I ry +pry° + 9 \ \ \ \ ryry Sg ' 169 R 16j °10' 66q' peel 16" PIPE 7.5 ry 682.75 I g. ry• gry g. b \ \ 1 d 325 e PT.# 6167 r FLOWLINE = 672.18' DEPTH = 7.50' FLOWLINE = 665.11' +Ogry' I +fie g +fie +° p0 68� �0 +6 � °1�° � W+& RIM = 679.18' ^ FLOWLINE = 675.69' I I I pry9 s8a\� :S TO > 12" PIPE (IN) J 682.52 + I I p ao I ery 9Op \ 19' w"�g°^eryS°s�II�I e `III IIII IIIII �I 9 c ^ g ,� d WL 00 °pd DEPTH = 8.60' +16" PIPE (OUT) pe18" PIPE (IN) DEPTH = 7.50' FLOWLINE=665.91' "STOP" 1DEPTH = 6.00' W+ 682.69 683.29 po 16' +1FLOWLINE=63=.p" ( 5) 718' IRRIGATION O + /ery_g' --- PIPE FLO b' IDS - p p +DEPTH (5.70, DEPTH.75SOD CONTROL e FLOWLINE=676.03SFLOWLINE=675.98'RISER +^O�- J 12PIPE (IN) 16" PIPE (IN) ^682.73+ 3FINISH FLO^p , `rp 682.56 ELEVATION=684.28DEPTH = 10.60' DEPTH = 7.50' a p1 pe^°eeI 69'ryFLOWLINE = 672.18' FLOWLINE=675.69' + 682.89 + II + FINISH + ++24" PIPE (OUT) + �+C FINISH FLOOR +PT.# 5577 Cb,0 RIM=683.37' DEPTH = oe4ELEVATION=684.25 +Oe 00+ FLOWLINE =673.08'PAVEMENT PT.# 2849 PT.# 2850 + p 682A + 51 RIM = 683.48' RIM = 683,26' + SOD SOD ro + 0 FINISH FLOOR "i '° 682.92 + ELEVATION=684.29 pp^Q 683.47 I bI 90 PT.# 5415 ROSSWALK 681.82 -p °dp 1^' - IOry6 Op g a +01 'Sg0 RIM = 681.71' GREASE GREASE pep e`' +p my pery �� I I I(�� SOD e p^ pery pep gb p p^ + 00. N,o m �.'61 + � � FINISH FLOOR �`�' n�`' + � � g 8" PIPE (IN) r 8" PIPE (OUT) TRAP TRAP p p 681.61 O 8c' 683.45 I b ELEVATION=684.30 DEPTH = 8.00' DEPTH = 8.00' o e e ° e ry' e 1 d b o L 1 ery 06 + 1 R`Q e 4�'..rr''' p06 FLOWLINE = 675.3TS FLOWLINE = 675.37' + e p 681.27 01 y ry 6 e. 9 p ry 6 1 Q I 1 0 + + O^• (� q p0 +p0'l"• +61 s�� I O sd,� ■ pO`Lp b90 Od^ Oa9 +p1 a,�hp h °19gb a9h p1^' p s.? I S +p00. 18" PIPE (OUT) O R!D- - - SOD 0 -6W,0 - -� �- N. - SOD - - -+e - OO 0_ ryptr ± - -=- - -.� a 9 3250 P�+ 00�0 R s e b b aOp I �I 8' PIPE (IN) < 'O o' + h J DEPTH = 4.60' �( e e e s FINISH FLOOR p e p A DEPTH = 7.90' 2 + DWI-+ �- P I I ELEVATION-684.30 Ory' L 6 L e° ,0 e 4 <P + FLOWLINE=677.11' L p s +^-�?-----�ti --- o ry p - e' e' e v q1 e FLOWLINE = 675.47' O OO - - - �g,Q$,$jN9LIL - ry 0 - 0 __ _ J 9 I FINISH FLOOR + 0 0. 2, 0 r + + -SS - - p�• I I- - - �' 'L asp '�1• e • 1 ELEVATION=684.30 0 6 /� PT.# 3493 �Z pe I 1 680.58 01a +pe 80.67 + el I + G+p +p ^ ��ILL + - 9 b�'y1 !n RIM = 682.47' I I 680.51 h° +pe e� mo 9 cito� 20 I "STOP" + ,�p9 °m, a +pp I in Rryary SO 1 A w SITE pe° 6 s`si s f L (�0%,yJ 0 s� I 9 p1 1" C�tOS WALK" 8642 ,�s e 1 0 GJ �Y" O9' + ry p`L + FINISHFLOOR ELEVATION=684.30 n�9 d� 0 p `L O p9p 9p' 1^'O 0. ^ e 8" PIPE (IN) BENCHMARK + r ery' 0� ^ ee I s ery' ae e p ° DEPTH = 7.95' NO. 1 grys I + s8 / pQ e ry• ep ry s 0^ ry1 b b 1° p Ob I �09 pp' p. 6i `lp b1 o Q\G + pg`L' Oe SOD Og. Ory. Oe m +p +6 6 b°' 01 +1 +6 1 FLOWLINE = 674.52' ELEV. 680.20' o 680.20 pe 61 � L - J + Ory Ory• �t' aS - -� - + I p p + q ^ 6ti / °y ^ + 3447 - - - 15' UTILI l Y EASEMENT �� - - s06 6 SD -.. - _ •- SD , .�r 3264 +pO9 327SO 100,00ryO9 I O1p Q O aOh a�6 O b dl 01� aO1 I Op c8 69 pv + eO m ^b 0 0 f 1 a 8" PIPE (IN) 7- 8" PIPE (IN) pep• 0 ,� CABINET A, SLIDE 4516 ? +pe`'' e�� °+p s8 I p°ry pOry b'p� a� +61h sue? ^9� I I L 1 6' s e ^,• •? FINISH FLOOR + DEPTH = 7.90' DEPTH = 7.90' + 680.6 a P.R.T.C.T. + d + 9 + ff o^ oQ e1 + S SS SS 55 S SS b- ELEVATION=684.2.1 r �� - - - - J FLOWLINE=674.57' SFLOWLINE=674.57' 680.71 2727- '� 2847 -�' �+ 1 ee' ry ° ep-ti7�)------- -�--- PT.# 4178 PT.# 5495 I I 11 p°ry " I pery' ,+ �i p SO� pe peg' �� (� O9^ I ppOryb pL pe^9 6 � - RIM = 669.16' RIM - 681.72' 681.23 y 0 :1 SOD 0 ' e ° b e ' o e s s ^° ^G ee h9 ry 1 + s e ry e 0 -�WL -ate - w- J 8" PIPE (OUT) - I e ^G \ I e p4f' e g FINISH FLOOR 1 p e 0 ^ p "DOT ENTER" c + + + `L eO `� ed + + + h 9 O' +Oe---------- DEPTH = 7.90' •• •• v (, b ^ ^ 1 6 ELEVATION=684.24 ^�' 6 - - , - - �- - - -" GYM DIRECTI N I .� ery• ry 3313 = e • 9 9• 9• 9 ry' + e OO 0 9 °� °� •� 6s 9 9 9 ^ b b o s o 1 e FLOWLINE = 674.57' eb L I `�% +p pe +p IOC +p pe pe aO Oe Oe 8, e p + ^ ^ e ^ 9 s o p ^p p 18" PIPE (OUT) E 681.01 180.92 O + + b L' 0 p o ry d ? PT.# 3498 OO 6 e Ory' \ GREOASE TROAPS I pe 0 r e 9 4�r�' €�'•+i h1S. �pI,1 p ^ ,ti9 p 0 p 8 ey t9i e ^ 9 0 p ^ s� ? e +e 1 + ry. e0• d^ ^ p°'S• p 0 O^. p pe 'p00• 199 1p`.l' s + DEPTH = 4.60' I + ° O b + p + e�' ti I RIM = 682.06' FLOWLINE = 677.12' "CROSS L I I BRICK SCREENING WALL Og°j SOD Ogg + 9'S 0 +6� �6`� • p O9� pO b O6ry 0�O 9O A° vQ 8" PIPE (IN) S- O a I LOADING DOCK O 9 L e b 3363 p0 ^9 + 0 06° �fi°' p gLp +pO +p1 e1p p1� php 78 (- DEPTH = 7.00' 18" PIPE IN L 1 ° o ° b A b 0 1 p 1 p p 9 + 1 o I - SD ( ) pO^. '3 I p0b• peb p0a• pad• peR• 0^ +p pO v + O pOryb$6^OOryp ^° + +/ r FLOWLINE = 675.06' DEPTH = 5.50' !`v ( + I - o + 1`' �m FLOWLINE=663.66' �v` 1 I I ^AO °� FINISHFLOOR OVE D 2543 "HANDICAPPARKING" 1e d p 1Oh pe°� +°O peb'ry gbh ELEVATION=684.23 A A °+ p e p0' Ah p 19• 1 8" PIPE IN i _S �1 + I tAh + pe +-J °s e p p1 p IV / ( ) + FINISH FLOOR I p e `% 1 1 1 DEPTH = 6.95' 12" PIPE (OUT) 0 J "'�" I °p ELEVATION=684.22 FINISH FLOOR + + I ^g pg^' ,�1 p1h' pA6 ,�0 g FLOWLINE = 675.1T O O + ELEVATION=684.22 �, , O 9 pg ry p 9 0 p1• z DEPTH = 5S.60' QP + I s s s s I SOD I a e+ e p ^ 1 o f 1e p1 I I +�o W W FLOWLINE=663.56' 681.41 + 681.42 8� 8�6 8� Qo FINISH FLOOR . ! p°ry p%e OOry X p1° 1 1gp p1a p1�' p yQh ^yp + I �3 I16 Q P ELEVATION=684.24 + p• 9 + + `l•• 1 ' I po J 8" PIPE (OUT) C� W I m g5 1ry type +10 A pA /K01 p I + DEPTH = 7.00' o Q ^a^ ^6 I d 6 9 eL9 + ^ FLAG p° ry p1°^b R0° 01b^ FLOWLINE = 675.06' V a eO 6 +p FINISH FLOOR 3° POLE pOry' SOD + +681.79 + "',p I�^I ee + ^ CONCRETE + + j ELEVATION=684.19 + // d+ 1 pery' BORDER 06 11 ^ SUBSURFACE FEATURES SHOWN ON UTILITY DETAILS SHOULD BE UE-- yt e� o' -- -so -so--� sD----so��---so 0 6433 °e O L - - �.veuli - - -� + b CONSIDERED APPROXIMATE. SUBSURFACE PIPE DIAMETERS ARE BASED ON as--- p I Ory ABOVE GROUND OBSERVATIONS. SUBSURFACE UTILITIES SHOULD BE I BRICK SCR ING WALL Gy ea ea o 1p pS EXPOSED, DIRECTLY MEASURED AND VERIFIED PRIOR TO CONSTRUCTION OR I I I p a 1 NOT TO SCALE ENGINEERING DESIGN. I - -- + �1' + I + 1 o^ p pp - - - ELEVATION= 84.24 6 SO • I 1^1 1 + 1-STORY BRICK BUILDING ON I I I FINISH +616 I AOpO FINISH FLOOR ry 5 ELEVATION=684.20 ELEVATION=684.23 ge CONCRETE FOUNDATION L - I- - _ + R a pry " A FINISH FLOOR I p'SO 01^ p I O -` J ELEVATION=684.23 +°Oa ghO SOD Op0 rydh ,fib° .ydA p Opry6 peryl`L s� r - O PARKING" �JQ' 6 2-STORY BRICK BUILDING ON �a• e e e I e e e v I 3498 &- 1 LIMITS OF 6 h 1. e e e e p Q 0a CONCRETE FOUNDATION e I rye p \\� I iTr GATE I SOD --_� I I I "C SSWAL " �OG `O TOPOGRAPHIC SURVEY r°6619� ^� +61 +fib p +1^ /4> I 82.28 ° 1 + e SOD 6A W SOD / ° °� Oo-- ° J ?�� pOrya1 i I I O�pG,� Q'P ` 6'1A 6 +p1y1 �1b --- _ISD- ___SD__ - ___ - SD I �� I 34916 �� P PORTION OF LOT 1, BLOCK 1 +6�h CARROLL ISD NO. 2 ADDITION b ^ ��' wL - sez.4o -'�,, - wL - - yr - I- try. ----yeti -�� I o1 I CABINETA, SLIDE4516, P.R.T.C.T. o p° \-as--�-as---- as- --+p \ \ F�FLryII I I +A °/1++++p1 1pp +ON 82.16 eO+p1d0 +p19O p1,L0. + I1 \ pery�^ sOpO,LO pO9^ry pO`l•1O I I I "NO Pryrc NG" W 2.12+ + 09 Ie I 11 _ \ 5484 6, 3493 I Z COVERED AREA S 5577 STOP S -SS- m FINISH FLOOR ° - 71 ELEVATION=684.17 5495 ory a�� II I ¢ \ ♦ \ \ \ 681.71 682.12 + � + s8 I I ry• 39 ELECTRIC VAULT 681.94 as ----as- \\\ .. 682.92 + 26 eO!� OOO� pOOb I I I I sQo� eOp1 �i• x +p + + a FINISH FLOOR fi82,67 +I 682.17 + °Ory68� 00 I I I +pad( ELEVATION=684.20 eb°9 'S + I I FINISH FLOOR I •? 0 ELEVATION=684.26 SOD gp ^^6' � I 11I pd FINISH FLOOR SOD I pad• `? pOry pOry �� I I iOOp +pe�. i ELEVATION=684.20 c + 692.2f I !. 3 L g SOD 0 SPEED HUMP eO 0 6-1 +pO +peg +pp9* +p I FINISH FLOOR 0Oa•A0p 0 OOea 0 ^Os I I ELEVATION=684.24 pe ,�0 rs", e 8� SOD eOry^ pery. 8 0 I =. 0° 62 1010 ry + FINISH FLOOR I I I I FINISH FLOOR ELEVATION= 84.19 d� m s 1 s +p1d`L a` b ry• I 7 ELEVATION=684.24 II I I I o ep I I I prye p1ry ^e° +pO^9 pOO I s °,fiery e L Iry + ^ p7 �' 0 9 pO9• Og O�`� pO9• 0 O°'. c`y.,' 9a 9b SOD +p e^1 1 + °O +p +pe�I+I I b1 s8 Oery ry9 +p .moo pe +0O I 68� I 609, CO6. E'er} 61'I' p1ry. + 0 b + ---SD + e 2 4r= + pe^� 415 r8b pp^9 G'i I I +pe� '�, �j +p Oryy ? �l FINISH FLOOR + O^1A + pO,�^1 I I I pO�^ +p 6�� pO,tiO IO9O 6'q ELEVATION=684.21 11 1aj ryr619 pryO9 682.21 p 1 - UE - -- UE - I I I + SOD 8y + p+ I rob Opry s� 682.22 UE ��"° U I I c p°ry I O,yO I 8s 682.27 eO^ + I I ss I SOD o?a,y pO C�IUUU '1• 9 0 1 9 ? 6't 0 pO^91 pOO 0be pO'L9 Ory pO,lh ^a I r3 Id ^p c8?S O�'y9 e�`�s 9�'�h + I p ppOUNKNO WN. _ 6O�'9 peryO.� 683 6�0� �i p1O9 p+e op o0 09y / pO^0 +p0^ O^9O +p +pery +p0�' I pe^I i�pOry Oery1p pOryyO e��� 8 0 pOryb6 pOry,�h 68�� 2 p pO�,d1 pOryp ryg I pe PLASTIC RISER 682� ^ I +1d� p1ry `L� 9 6�? +p16's /p0 + "NO PARKING" 0 06 + +eO + I �O°• e +p1 61ry. os 090 0 / ery I I I I I � 1 681 J j�p 1 e ry.Le e1 0^ ^e e9 OO e c 0 �6i�-/ e ,y0 9 v Dry ,le SOD 0pry^ry. I rye0 0 pOry. 1 SOD pery� 0°ry pOry OOry� 0OpOI� R I pO^11 pO +p0'l• ^ + + SOD `6RL-g.--- SOD e'L ry• e °0 ry' 1 +pry 6� d OO°3 e+ 682.53 662.69 +fie^ p0^� I pO- - - `4 - J ryp s + + 1+ II I 1 + a� pery 6d� pO^ I +6�^ +ro0° 6s0 +61 I + s� 9'+01 N. .1 O�e / Ix' \ SOD +pO Icis ---as----aS- - p I s +p I 15' UTILITY EASEMENT p I p11' + CABINET A, SLIDE 4516 °e^' 00 + °rt d".� ^d ^p + y� 9 1 e 61�• 0 '`�s 61 'ems 61° SOD I+pe P. R. T. C. T. r $p. 6��. 61 0 p1p. + \1 L' + 1 + + p' + "STOP" p 0^ 01 - 19 - 0 FINISH FLOOR O`L� �'�6O^ I I pe^1 pe^' ry^ p I + ELEVATION=682.65 ° +O I I I 5337 + A pO ale s 68 09 NO CURB Co O'� 0 6146 ^ 01 S 5159 �p - ss s� , �-� �9 FINISH FLOOR ry S - SS e SS e� 55 •ASS - �� - SS 6� -�' ° S - SS - -�� - ^ g. 0� ry. y e? e• 1 p+ �, ELEVATION=682.65 Ogti' ° ^p +p Op 0 o pe 1p 6 pe ' 9 ' �,e ' p1 '0 01 c 01, 0 6 0° °°ry + OO^ 6d'i +pO° pe° I I 6- p1° 69y Ib^ OO L 0 pe '_/ pb + %N + ^�' e ^ 0 ry + be°� 15' UTILITY EASEMENT I I pe^ pO° 0�^ off^ oary 3p o�0 0^^ °O^ 1O °^� 9 ^yp eI a y 1°� ry lox b. 1e� 1 5050� 0�6 O p pe �0 I p1�9 g 681.38 + ^ e J e e e• e 0 1' 0• 0• 1 I 1• ^ CABINET A, SLIDE 4516 I I I 9 + 9 e e 0 9 6 0 e b pe I e 10° OO p 19 p e° ° gp ry9 ryti ^ ^ ^ e L ^' + Z + + +° + + e pe {�O be pe p1 h 1 1 1 5070 p°j' I by pe^ g°6 g°9 P.R.T.C.T. ^eII 0Ie^° ^ °° ^0^ y W as---Os---SOS-il-�-l-asF----as---as--- +Qy----aS�-,= _F�' as��0-as`0-i-� as�- + + p +° +p eO I+ I OO pO c� W y y e ^ 1 1 'S 0 9 I 1 I I ° 9 ^ b e ^ 9 h 1 I A 1 9 O°• + p + 04°' y 0� 1° - 991 0� 0a 9`L 9^ o,^ 9`L qA 0^ 9 OA 00 ^^° 09 e0 Op` O �^ ,LA ^A Ob q0 ^ A +p I(•" - - - - OO pep OO 1 61 61 e1 61 61 61 61 eO e° e e ee 61 61 61 61 61 61 61 e° 1-STORY BRICK BUILDING ON 101 e^? +per---------- °°-----�aa----- �'------------- p +----------- ---- - J CONCRETE FOUNDATION + +p I ^d "DO NOT ENTER" 0 6167 SOD - -�^�-�-WL- -WL �?wL-4r -WL-- WL--WL - -WL- -WL- -WL- -wL- p^b682.69 682.80 ---- 1•^ �- 1.1---- ma's-- ^ --- ----- ° --- + -b --- UE --- ° �yB�- �-UE- -UE- -UE- e 0 0 e ° + Ory �9 0� OIL 0� Ob ^0 "STOP" ° eO + 1p. 00b + 682.78 -+SUE- -UE- -UE- -U -UE- -UE- -UE--UE--�- UE -UE-' - _' e� ��------------ �.z-------- _ +p pep9 �Op_. °0^p+04^ °OOeO �h 00 �9%1'bA e +p1 / �.�. 10ry� �O 1p::y-'+pp1^ p°' ro r05 ^^+lob + \. Oe + 91 000 '10 19 01°j p1 e°• 99 `Lry 6L99 99 � / 'AV +p '! �O 09 ,� p + 1 1 p 0• 9 p + 10. e 10. 00• 6, ^ e. Oq. � b+ pep. 40, 6°0• OO°. 101 p0 ^°g +p1 ' +0 +p +p 8 g. 0 60° �. 10�, p11 • 1 pp0° p190 � f0� I6 S_ 1�c1 �pp0• � ry p,�e + + + \ + + p° ' 1p 1p 1 9 ? e^• p 1\\ OOOp pOO. pO6�0 6^ pOO� co +p ry 0'l•l h 0 p90 p�^p ^ OO + pe0• o OryOg Ory°ry 6ry00 0 9 ,b0 p,�06 O°0 0 p�1p0 X 1d ery e�y 71C 95 91 s8o pry9 �p`L9 t pry 0^pnory °1'° e +p 411 o eo• �r ry9p � p'S°1 9 r� OO�ry OOb e00. pp 0 e a b + +p +pO +p +p0 +°p° +°°° SOD6`b0' O,bLp + + + +p1 + 1°9 °e^ ry °1ry1 +6 "\ +p pO° pb LIMITS OF ° TOPOGRAPHIC SURVEY pe°" 1a9 +p b +pe^ LIMITS OF p p1 9� ry SOD °^� °^� ASPHALT SIDEWALK pO0 +p +p TOPOGRAPHIC SURVEY 6100 ry 6$^ \ 9 + po^ LIMITS OF ADDITIONAL 109 106 +° +° �9�' + SOD e Oe°' + e^� O^� p 'L TOPOGRAPHIC SURVEY 10' UTILITY EASEMENT / +p +pe^ CABINET A, SLIDE 4516 P. R. T. C. T. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - �0 - - - - - - - - - - -- - - - - - - - - - - - - - - - - ^ - - - - - 9 - - - - - -^`� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ------------- p-9 °° e^ 9^ pO N 89°36'57"W 1297.47' (R1) (N 89°3657"W 1297.44) GENERAL NOTES LEGEND ... BENCHMARK O ... SET 112" REBAR WITH 1 112" ALUMINUM CAP UNLESS NOTED OTHERWISE O ... FOUND MONUMENT AS DESCRIBED FD ...FOUND ... ELECTRIC METER iIE ... STREETLIGHT U ... TRAFFIC SIGNAL POLE 0 ... UTILITY POLE ® ... PULLBOX QT ... TELEPHONE MANHOLE ® ... TELEPHONE MARKER ❑T ... TELEPHONE RISER ... TRANSFORMER © ... GAS METER ® ... GAS MARKER ® ... GUARD POST ❑M ... MAIL BOX 0 ... SIGN OO ... SANITARY SEWER CLEANOUT OO ... SANITARY SEWER MANHOLE ... GRATE INLET OO ... STORM DRAIN MANHOLE ♦, ... FIRE HYDRANT +^G ... IRRIGATION CONTROL VALVE ( ... HOSE BIB ® ... WATER MANHOLE ❑W ... WATER METER e ... WATER VALVE ♦ ... PIN FLAG FOR UTILITY COMPANY WL ... WATER LINE SD ... STORM DRAIN SS ... SANITARY SEWER CPP ... CORRUGATED PLASTIC PIPE PVC ... PVC PIPE RCP ... REINFORCED CONCRETE PIPE CMP ... CORRUGATED METAL PIPE OVERHEAD UTILITY LINES +- - - - ... GUYANCHOR WIRE FENCE - 0 - 0 - ... CHAIN LINK FENCE - x- x- , , , WOOD FENCE IRON FENCE --UE--- ... ONCOR ELECTRIC PHONE: 1-800-666-2614 - -OS - - ... ONE SOURCE COMMUNICATIONS PHONE: 1-877-210-3007 - -FPL- - ... FPL BURIED FIBER PHONE: 888-267-1063 0 ... CONCRETE PAVEMENT HATCH 0 ... BRICK PAVERS HATCH VICINITY MAP NOT TO SCALE 40 0 40 80 120 GRAPHIC SCALE 1 "=40' RECORD REFERENCES (RI) .......... CABINET A, SLIDE 4516, P.R.T.C.T. 1. THE BASIS OF BEARINGS FOR THIS SURVEY IS BASED ON THE FINAL PLAT FOR CARROLL ISD NO. ADDITION, RECORDED IN CABINET A, SLIDE 4516, PLAT RECORDS, TARRANT COUNTY, TEXAS. 2. THE EXISTING UTILITIES DEPICTED HEREON ARE BASED ON FIELD LOCATION OF VISIBLE ABOVE GROUND FACILITIES AND MARKINGS PROVIDED BY TEXAS EXCAVATION SAFETY SYSTEM (TESS) AND UNDERGROUND UTILITIES ARE BASED ON CONSTRUCTION PLANS PREPARED BY CHEATHAM AND ASSOCIATES, DATED APRIL 15, 1997. MARSHALL LANCASTER & ASSOCIATES, INC. IS NOT RESPONSIBLE FOR THE EXACT LOCATION OF SUBSURFACE UTILITIES; NOR FOR ANY DAMAGES BYANY CONSTRUCTION OR EXCAVATION ON OR NEAR SAID UTILITIES. CALL UNDERGROUND SERVICE ALERT 800-DIG-TESS, 72 HOURS BEFORE ANY CONSTRUCTION OR EXCAVATION IN THIS AREA. 3. SOURCE BENCHMARK: BRASS CAP STAMPED "CITY OF SOUTHLAKE GPS MONUMENT NO. 34" FOUND ON A CONCRETE CURB INLET ON THE EAST CURB OF THE MOST WESTERLY ENTRANCE TO CAMPUS ALONG WEST SOUTHLAKE BOULEVARD LOCATED 150+1- FEET SOUTH OF WEST SOUTHLAKE BOULEVARD. ELEVATION = 662.76' SITE BENCHMARK NO. 1: X-CUT ON SOUTHWEST CORNER OF CONCRETE INLET, AS SHOWN HEREON. ELEVATION = 680.20' SITE BENCHMARK NO. 2: MAG NAIL SET IN CONCRETE SIDEWALK, AS SHOWN HEREON. ELEVATION = 683.30' 4. THIS SURVEY IS NOT INTENDED TO ADDRESS OR IDENTIFY WETLANDS, FAULTLINES, TOXIC OR HAZARDOUS WASTE AREAS, SUBSIDENCE OR ANY OTHER ENVIRONMENTAL OR GEOLOGICAL ISSUE. 5. ONLY TREES HAVING A DIAMETER OF 61NCHES OR GREATER (AS MEASURED AT 4 FEET ABOVE GROUND SURFACE) WERE SURVEYED. 6. THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF TITLE RESEARCH. EASEMENTS SHOWN ARE BASED ON THE FINAL PLAT OF CARROLL ISD NO. 2 ADDITION, RECORDED IN CABINETA, SLIDE 4516, PLAT RECORDS, TARRANT COUNTY, TEXAS. EASEMENTS AND OTHER TITLE ENCUMBRANCES MAY EXIST THAT ARE NOT SHOWN ON THIS SURVEY. MARSHALL LANCASTER ;° 4873 •'P p �9�0 S U R , Marshall Lancaster RPLS 4873 Survey Date: 4-20-2010 m a 0 y U .c Q sa w O � 4 ' � R LU0 N R m O a R a Q O N � � N d Z w Cn V Cn Ej w Cn >. CO UJIq at = w ad CO N �zm N i y Q) . 00 Q CO z V ti1' !- Q = Cp i LO C N 4 0pp 0, ON ON C04 0"; rep. CV? *Nh IoRgF Np "'M Ir - 4 Obi OA OM 17, on 0 O rd C-4 4. t-, a 0; 44 NM C4 C4 0 z w 0< - to w Oise a 1215 CFS ow zo J _k /` i' / : j ' _ ! '. _ } _ - _ �_ t W i 5- N_ it III CRITICAL III PSISTING UTILITIES ARE 0"W1011 14 'MERE PUBLIC Wall). cwnwm is RESPMIaLE FOR LOCATIN EXISTING UTILITIES i NORIZONTALLT NO VERITOLLT BEFORE THE Amm �JT OF CONSTRUCTIOIL lkD eT Z rn ix\ 't�OlE AT FPI 000HEAS wt;kI W16HLAND IADY- 1!st DR[ -1 jOR OM 7 x� it 21.54 CFS ICE FC IBALL _6 y FOO I FrE Op ack I IMF VIA f I PROPOSED HYDRAULIC COMPUTATIONS DESIGN POINT DRAINAGE AREA No. AREA (Ac.) C CA tc (MIN.) Is (IN/HR.) 05 (CFS) 1,00 UN/HR.) 0 i0o (CFS) A Al 2.67 0.7 1.87 10 6.6 12.34 11.8 22.07 A A2 0.59 0.9.0.53 .10 6.6 3.50 11.8 6.25 A A3 0.17 0.910.15 10 6.6 1 0.94 11.8 1.77 A A4 0.58 0.5 0.29 10 6.6 1.91 11.8 3.42 A A5 0.68 0.5 0.34 10 6.6 2.24 11.8 4.01 A A6 0.62 0.9 0.56 10 6.6 3.70 11.8 6.61 A A7 0.42 0.9 0.38 10 6.6 2.51 1 11.8 4.48 A A8 1.10 0.310.33 10 6.6 2.18 11.8 0.72 A A9 0.16 0.910.14 10 6.6 0.92 11.8 1.65,, B Bl 0.16 0.9 0.14 10 6.6 0.92 11.8. 1.65 'B 82 0.51 0.9 0.461 10 6.6 3.04 11,8 5.43 B B3 0.86. 0.9 0.771 10 6.6 5.08 11.8 9.09 C Cl 1.03 0.4 0.41 10 6.6 2.71 11.8 4.84 c C2 0.49 0.4 Q-ZO lu 6.0 1.12 1 11.8 2.01 C C 3 0.42 0.5. 0.21 10 0.0 1.65 11.8 2.95 1 C C 4 1.99 0.51 1.00 10 6.6 6.57 11.8 11.74 10.41 0.33 10 6.6 2.18 11.8 3.89 E El 1.67 0.410.671 10 6.6 4.42 11.8 7.91 F F1- 2.69 0.61 1.61 10 6.6 110.63 11.8 19.00 G Gl 7.64 0.7 5.35 10 6.6 135.31 11.8 63.13, H Hi 6.47 0.412.58 10 6.6 17.03 11.8 30.44 0.66 0.410.26 10 .6.6 1.72 11.8 3.07 il 4.21 0.4 1.68 1 10 6.6 11.09 11.0 19.82 K Kl 3.33 U. K K2 0.95 V."r 4.48 Q 0.14 0.4 0.06 10 6.6 0.40 1 11.8 0.71 K K4 0.15 0.4 0.06 10 6.6 0.40 11.8 0.71 0.29 10 6.6 1.91 11.8 3.42 K K6 0.60 0.510.30 10 6.6 1.98 11.8 3.54 34 10 2.24 11.4.01 K K8 3.45 0.5 1.73 10 -6.6 6.6 11.42 11.8 20.41 K K9 0.43 0.9 0.39 10 6.6 2.57 11.8 4.60 K K10 0.26 --- -- - 10 6.6 0.86 11.8 1.53 K Kll 0.36 0.9 0.32 10 6.6 2.11 11.8 3.78 K12 0.30 0.9 0.27 3,19 K K13 0.60 0.9 0.54 10 6.6 3.56 11.8 6.37 K K14 0.12 0.5 0.06 lu I _6.6 0.40 11.8 0.71 K K 15 0.18 0.5 0.09 10 -6.6 1 0.59 11.8 1.06 2.10 10.410.84 10 6.6 1 5.54 1 11.8 1 9,91 cn C4 PQ z 0 z cq U IQ Ec - c; :D n fD pa >Fy rn E­ C4 ix Z C) z Z5 z z W aD vo E­4 az P74 z 0 CID K9 it V ej is 0 L I if A L 1. THE DISCHARGE. TO THE DURHAM DETENTION DESIGNED PREVIOUSLY- IS 142 CFS (100 YR). THE PROPOSED (100 NORTH SPUR DISCHARGE TO THE FACILITY IS PROPOSED TO BE 128 CFS YR). 00r, 2.PROPOSED DESIGN RUNOFF COEFF I C I ENC I ES OF THE WATERSHED HAVE EVOLVED TO REFLECT ACTUAL IMPROVEMENTS WHICH ZI L E� CREATED VAR IANCES IN FLOWS FROM PREVIOUS / Im!am COMPUTATIONS. Kll L #*B2 3. THE 100 YEAR STORM WILL BE COLLECTED UNDERGROUND AT THE SOUTH ENTRACNCE TO SCHOOL 'T 4. STORM DRAIN SYSTEM DESIGNED FOR PARTIAL FLOW NO,GRADIENT 1 Kin REOUIRED. 100 YEAR WATER SURFACE SHOWN. LINE BI 111 r Mao68. 51 CFS LINE A2 if _7 L L rw i! IL INE Al 'A5 • j• ` SOUTH SPUR €4 _j 'A4 pi 00 1% 44 P 1- A. INE A -.7 L '0 T A r "1.5 % Ht V VVV it ti, 0 cm iik. t V (5 f # 7 0 lOise 'L -01a 9.91 .... . . - TO CHAPEL DOWNS SYSTEM 0 CAPACITY= 257 CFS (Noe REOUIRED= 242 CFS LINETYPE LEGEND T MAJOR DRAINAGE AREA DIVIDES SUB -DRAINAGE AREAS OAK HILL ESTATES �OFF-SITE TO CHAPEL DOWNS SYSTEM. Oise EXISTING= 112 CFS 74 i Ll N, ti <E •#4 c� '0 W C3 W Lu ci > j 0 ca < W w z 0 a: cl 0 W F- W (0 .0 Q_ O CC CL cc 0 z z m LLJ AD Ix CL co�l O QLu lia ITl SCXE V 100' 0 so *0 zoo > uj BENCHMARK: Zl. R.R. SPIKE IN POWER POLCLAT NORTHEAST CORNER OF WEST L SHEET HIGHLAND DRIVE AND SHADY OAKS DRIVE of 2-01 ELEV.= 654-78 N , "10 o� 0 A 26` a�gggggggg x r tr b h h i Qom► p 0 c0 b M1 4 N 1 / N O p b «- (4 W HEN 010SH p~ O v ►'� a GRAPHIC SCALE 0 so "0 Soo C IN FEET ) 1 inch • 300 f t. �x GRAPHIC SCALE 0 so "0 Soo C IN FEET ) 1 inch • 300 f t. �x Ewmq zCv co .. w 7t O co DETENTION FACILITY Cn >4 HYDRAULIC TABLE ? EXISTING CONDITION a TIME OF CONCENTRATION 10 MINUTES DESIGN PT. AREA DESIGNATION ACRES C 15 1100 05 0100 OFF -SITE 1 A 11.27 0.50. 6.6 11.6 i 37.2 65.4 82 12.20 0.50 6.6 11.6 40.3 70.8 C2 12.30 0.50 6.6 11.6 40.6 71.3 3 D1 25.86 0.50 6.6 11.6, 85.3 150.0 TOTAL 203.4 357.5 ON -SITE Al 0.92 0.50 6.6. 11.6 3.0 5.3 B1 1.06 0.50 6.6 11.6 3.5 6.2 82 1.07 0.60 6.6 11.6 4.2 7.4 83 1.41 0.80 6.6, 11.6 7.4. 13.1 84 1.33 0.90 6.6 11.6 7.9 13.9 B5 1.67 0.90 6.6 11.6 9.9 17.4 86 2.74 0.80 6.6 11.6 14.5 25.4 67 1.21 0.60 6.6 11.6 4.8 8.4 C 7.03 0.30 6.6 11.6 ' 13.9 24.5 4 D 11.99 0.30 6.6 11.6 23.7 41.7 TOTAL 93.0 163.4 1,2.3.4 TOTAL 296.3 520.8 PRINCIPLE SPILLWAY: Description: MULTILEVEL RECTANGULAR OUTFLOW WEIR Elevotion: BOTTOM• 650 TOP • 652.6 FREO. 5-YR 10-YR 25-YR 50-YR 100-YR EXISTING DETENTION POND EMERGENCY SPILLWAY: Description: NONE Elevotion: N/A PRESENT ULTIMATE POND WTRSHED WTRSHED PROPOSED DEVELOP DEVELOP OUTFLOW ELEV. STOR. Tc 0 Tc 0 Tc 0 (ft- (oc- (min) (cfs) (thin) (cfs) (min) (cfs) MSL) ft) 5 6 7 8 9 10 11 12 650 0 20 187.7 10 296.34 10 187.6 652.2 1.964 20 227.6 10 350.22 10 227.6- 652.3 2.216 20 263.6 10 422.06 10 263.5 652.5. 2.865 20 303.5 10 471.45 10 303.4 652.5 3.036 20 335.4 10 520.84 10 335.4 652.6 3.352 STORAGE - OUTFLOW RELATIONSHIP POND DEP VOL. OUTFLOW ELEV (f0 (a-f) (cfs) 1 2 3 4 650 0 0 0 652.2 2.245 1.964 187.65 652.3 2.333 2.216 227.6 652.5 2.502 2.865 263.52 652.5 2.541 3.036 303.49 652.6 2.629 3.352 335.47 OFF -SITE / ON -SITE EXISTING CONDITION AREAS NOT TO DETENTION FACILITY z Q Z t'Cn 0 V ti • R ` oj. C3.. W : Cn z uj Y a Q. L f 2 �•- J CC I Q 0 m w 0 � LU 0 _ 0 W 0 F- Z C/), X _ W Cr. 0 z Y. `•rif O N /� \ O O • Q7 W Z p X W I q w m F•• N Q W O O W a: 2 W a 0 DESIGN POINT DRAINAGE AREA No. AREA (AC.) C GA tc (MIN.) Is (IN/HR.) 09 (CFS) lee (IN/HR.) 0M (CFS) REMARKS OA 3 5 15 15 5.5 1 9.6 1.4 OFFSITE DRAINAGE AREA BETWEEN END OF PAVEMENT & FUTURE HIGH POINT OF ROAD. 10 OB 7.5 .5 3.75 15 5.5 21 9.6 36 OFFSITE DRAINAGE AREA FROM THE NORTH TO, BE CONVEYED BY CONCRETE SWALE TO CHAPEL DOWNS DRIVE. 0� 20.4 5 10.2 20 4.$ 49 $,4 $ OFFSITE AREA TO BE CONVEYED IN BAR DITCH ALONG WHITE CHAPEL. Q (?0 1.2 .5 .6 15 5.5 3,3 g.6 5 8 OFFSITE AREA TO BE CONVEYED IN BAR DITCH ALONG WHITE CHAPEL. 0 21.9 ,5 10.95 15 5.5 60 9.6 105 ON SITE AREAS A. e. C. & D 1 thru 5 51.3 5 25.65 20 4.8 123 8.4 215 TOTAL DISCHARGE TO EXISTING CHAPEL DOWNS DRAMAS SYSTEM. ® OE 11.4 .5 5.7 15 5.5 31.4 9.6 54.7 DISCHARGE NORTH PROPERTY LINE TO A 60' WIDE DRAINAGE EASEMENT. OF 29.2 . .5 14.6 15 5.5 80.3 9.6 140.2 DISCHARGE TO 24•. RCP s M MAND. ® 7 thru 8 t94.9 'DISCHARGE TO EXISTING 24" RCP AT HICHL.M� , SW : WEST OF NORTH WHITE CHAPEL. / / / E x LL w x xX Ly x x L- LLl X x x LL LLl x x W m x x LL w x U 0 x LL Lu x z J IL UJ F c (6 a `o 0 O N Q 2 O (0 U N r O O N O N LL W U X X p O U) XLL LLl 0 Wao Sao X�U M� W�(1) 6N z X7- J o- cD X Lu 20 Q 06� m< M J � J O Q o r W W N N Q X N r xxQ— �LL00 / / / / EXISTING CLEAN OUT TO BE REMOVED EXISTING CLEAN OUT TO BE REMOVED REMOVE & DISPOSE 3,423 SF CONCRETE PAVEMENT. EXISTING CLEAN OUT TO BE REMOVED WARNING!!! " %" EXISTING FRANCHISE UTILITIES IN THE AREA. CONTRACTOR SHALL FIELD VERIFY THE LOCATION OF ALL EXISTING UTILITIES WITH THE PROVIDER PRIOR TO START OF CONSTRUCTION AND SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY CONFLICTS DISCOVERED. CONTRACTOR IS RESPONSIBLE FOR COORDINATING FRANCHISE UTILITY RELOCA11ON WHERE NECESSARY AND PROTECTING EXISTING UTILITIES (SHOWN OR NOT SHOWN). IF ANY EXISTING UTILITIES ARE DAMAGED, THE CONTRACTOR SHALL REPLACE THEM AT THEIR OWN EXPENSE. W �E S 0 10, 20' GRAPHIC SCALE - I "=10' LEGEND PROPERTY LINE OHE ELECTRIC LINE GAS UNDERGROUND GAS LINE UCT UNDERGROUND PHONE LINE ^ ^ FENCE LINE — — — — — — — — — SAWCUT LINE O OREMOVE EXISTING CONCRETE O O SIDEWALK o LIGHT POLE WV m WATER VALVE O SANITARY SEWER MANHOLE coo SANITARY SEWER CLEANOUT EXISTING TREE TO BE REMOVED (REFER TO LANDSCAPE PLAN FOR DETAILS) EXISTING TREE TO REMAIN (REFER TO LANDSCAPE PLAN FOR DETAILS) EXISTING TREE TO REMAIN WITH PROTECTION (REFER TO LANDSCAPE PLAN FOR DETAILS) NOTES: 1. ALL EXISTING TREES SHALL HAVE ADEQUATE TREE PROTECTION THROUGHOUT DEMOLITION AND CONSTRUCTION. 2. ALL UTILITY TRENCHES (FOR UTILITIES TO BE REMOVED AND ABANDONED) SHALL BE BACKFILLED AND RECOMPACTED IN COMPLIANCE WITH THE RECOMMENDATIONS NOTED IN THE GEOTECHNICAL REPORT. 3. ALL TREES SHOWN ARE TREES WITH A TRUNK DIAMETER OF SIX (6) INCHES OR GREATER. CONTRACTOR IS RESPONSIBLE FOR REMOVING TREES SMALLER THAN 6" IF REQUIRED FOR THE DEVELOPMENT. EVEN IF NOT SHOWN ON PLAN. 4. ADJUST EXISTING WATER VALVES TO PROPOSED GRADES AS NECESSARY. 5. CONTRACTOR SHALL INSTALL AND MAINTAIN TRAFFIC CONTROL DEVICES AS NEEDED TO ACCOMMODATE ALL CONSTRUCTION ACTIVITIES. 7. DAMAGED IRRIGATION SYSTEMS ON SITE OR CITY PROPERTY SHALL BE REPAIRED. CAUTION GAS MAIN IN VICINITY Q � U) �J Q W co o Q � 0 O X LL �, L0 E U)�5�0 LL L A N 0) cy)U CO Q N ? ~ N L N + c x~ o W rn W � M .� � w ~ c vi �— J M W � -0 U m (10 , (D + U a) 6 D coz�N co 0 r r 1 0 co I` �.J 3 N c c� z N H Q O F-+ V O Z u U U z O J O 2 W r) z p N 0 co Q Q Q m NN J rn o Q O a z a°i U N U N 0 N co SHEET mLuUJ W W (nZZ gwF-(� ; co Xx cl CITY PROJECT No.: ZA20-0038 C1.00 x W x x LL Ld x Z J d LLI a `0 0 0 a U) x o �`m U U 0 0 N N d O LL Ld Of ri xc.4W aNZ X � J XCO ( x=oa 00 't J 't J O a o r W W N N Q X N r xxa- �L00 mLuUJ 02> W (nFZU) gwF-(� co �Xao Q Q U) � �J N Q w M \ QU) U O X LL W s E L) �, L0 E O U) L6 E �0'UN�oLL C._ LO0�co c S QtiNa)a) o + c W X~ rn M 'O O � 0 10' 20' � W w •� m W C cn�-r--0 GRAPHIC SCALE - I "=10' JU m c,s� 77 a) + U 0 0 Fu Z 0 c) cn 0 Q +r 0 N a) 26.0' L co ~ O v v v cn / LLZ 0. L v d v d v � TQ r v v v v v v i d d LEGEND 0 v v v PROPERTY LINE TRAFFIC FLOW DIRECTION 00 x 9 POINT NUMBER O VF_0 �0 v - PROPOSED o d CONCRETE 22 PARKING COUNT PAVEMENT 5" CONCRETE SIDEWALK -------------------- — --- - d d d 2-4" PVC SLEEVES REFER TO SHEET v--------- C6.00 FOR DETAILS 0 TIE INTO EXISTING SIDEWALK a d v v O Z 0 °o - NOTES O Z 1. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE T \ O Fl NOTED. v z / 0 2. ALL ON -SITE ELECTRICAL CONDUCTORS ASSOCIATED WITH NEW (/� O U / CONSTRUCTION SHALL BE LOCATED UNDERGROUND. / 3-6" \ 3. ALL THE REQUIREMENTS OF THE CITY OF SOUTHLAKE SOIL EROSION x [� / RISERS CONTROL SHALL BE MET DURING THE PERIOD OF CONSTRUCTION. / 4. ALL EXISTING TREES SHOWN ARE TREES WITH A TRUNK DIAMETER OF EIGHT (8) INCHES OR GREATER. d - \ 5. ADJUST EXISTING VALVES TO PROPOSED GRADES AS NECESSARY. [-a 6. ALL CURB RADII ARE 2.0' UNLESS OTHERWISE NOTED. Q 0 O 4 7. THE COORDINATES SHOWN REPRESENT THE INTENT OF THE U N O PROPOSED RAMP ENGINEER. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY l O O d INCONSISTENCIES OR CONFLICTING INFORMATION FOUND DURING \ WITH HANDRAILS CONSTRUCTION OR CONSTRUCTION SETUP. THE CONTRACTOR SHALL FIELD VERIFY ALL COORDINATES DURING LAYOUT AND BEFORE / BEGINNING CONSTRUCTION. �\ 8. ALL BARRIER FREE RAMPS TO BE CONSTRUCTED TO MEET MINIMUM C) / ADA STANDARDS FOR SLOPE, COLOR, AND TEXTURE. 9. DAMAGED IRRIGATION SYSTEMS ON SITE OR CITY PROPERTY SHALL O' w BE REPAIRED. v r l O Q PROPOS D / A 'bQNCRE i�v ~ / U SIDEWALK \ FOR SIDEWALK AND BARRIER FREE RAMPS / PROPOSED (BFR'S) MUST REFER TO GEOTECHNICAL ° BUILDING ENGINEERING REPORT AND CITY OF SOUTHLAKE ADDITION STANDARD CONSTRUCTION DETAILS. II z O I' Q J TIE INTO 5.8' ^ EXISTING SIDEWALK J d z O PROPOSED RAMP WITH HANDRAILS U (14 II I z A4 0) 1 / o 0 �\ \ / 3-6" RISERSTIE INTO \ EXISTING SIDEWALK � � 1 \\I I< <o N \ \ a = _ N Z N L c O O O / SHEET / C1.01 CITY PROJECT No.: ZA20-0038 :_ N °L U) Q W M L0 � W E U O X LL OUP L0 E O�MO ELL S L�NzT �°0' LO L co Q N ? ~ 04 N Q U N 0) (1)0 70' 140' rO C W X I- M cn �W � C GRAPHIC SCALE - I"=70' N W .5 M W C cn��-0 � JU m c>3� (D + U caZ0N ° LEGEND co ti 04 O PROPERTY LINE Z X FLOW DIRECTION ~ c DRAINAGE AREA LABEL 3.73 ACREAGE 20.3o FLOW (cfs) DRAINAGE AREA BOUNDARY - - - -585- - - - EXISTING CONTOURS -584- 585 -584 PROPOSED CONTOURS DRAINAGE AREA CALCULATIONS - PROPOSED CONDITIONS acres min in/hr cfs O W A 6.93 0.66 10 9.24 1 42.08 Drains to existing storm line A B 1.52 0.90 10 9.24 12.64 Drains to existing storm line A C 3.73 0.46 10 9.24 15.90 Drains to White Chapel O x � l �JCA x M--1 Q U Q H W ix Z �:) O U D 0.76 0.40 10 9.24 2.81 Drains to White Chapel E 1.56 0.40 10 9.24 5.77 Drains to White Chapel F 2.7 0.60 10 9.24 14.97 Drains to White Chapel G 7.66 0.70 10 9.24 49.54 Drains north H 6.49 0.40 10 9.24 23.99 Drains to Durham's detention pond 1 0.67 0.40 10 9.24 2.48 Drains to Durham's detention pond J 4.12 0.40 10 9.24 15.23 Drains to Durham's detention pond K 1 12.33 1 0.51 1 10 9.24 58.41 Drains to Durham's detention pond L 1 2.16 1 0.40 10 9.24 7.98 Drains to White Chapel OZ x a THIS PROJECT PROPOSES AN INCREASE TO THE IMPERVIOUS AREA OF 1100 SF OR .02 GOING FROM A C VALUE OF .40 TO .90. THE INCREASED RUNOFF VOLUME IS .09 / C)ACRES CFS. O w PER THE CHEETHAM PLANS DATED 05/29/97 THE DURHAM DETENTION FACILITY IS O O DESIGNED TO ACCEPT 142 CFS AT THE 100YR EVENT. OUT SITE CURRENTLY DRAINS 100.11 CFS TO THE DURHAM SITE WITH THE PROPOSED ADDITION. U n C� G w rW V Z ry Z p N 0 cn Q Q 2 Q 2 m � NN 1 -) rn n o N Q O a Z a°i ai U N N 0 co � rj U d SHEET coWUj W (nW ZZ qw�(� co �Xa0Q CITY PROJECT No.: ZA20-0038 C2.00 w x x x LL w of X N x w .2 rn x LL w ry X z J d W F N n. `o 0 LL 0 N Q c6 U 0 0 N N LL Lu CD X p m � x ~ LL 2 Lu a o Of X�N U ri F Now wove -Nz J x.a LL cD x=oQ (Dip- �a co J 7 J O Q cli O r LL LuN N Q X N r xxa �Ll:00 mwUj W � W Z Z gwF-(� ; co Xx cl m W W W W W W W W W W W O- p RS�O � 6'' STO R,f dv v d v � v d d PROPOSED 6" STORM, LINE lim or 0 1 � / J ' ` Of O co C / V) %P V) 0 \ 1 0 �- N c0 I / PROPOSED 12' STORM LINE z SDMH Vn dQ co / 0� i I /v S SS S S \ SS SS / \ d S- SS �l 0 0 \ \ / SS w O / \ / W \ \ / 00 W \ \ / d O O w CL 0 0 / 0 0 III e 4P 6 QO Q`O Q l W E S 0 10, 20' GRAPHIC SCALE - I"=10' PROPOSED STORM DRAIN - - - - - - - - - EXISTING STORM DRAIN WARNING!!! v V EXISTING FRANCHISE UTILITIES IN THE AREA. CONTRACTOR SHALL FIELD VERIFY THE LOCATION OF ALL EXISTING UTILITIES WITH THE PROVIDER PRIOR TO START OF CONSTRUCTION AND SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY CONFLICTS DISCOVERED. CONTRACTOR IS RESPONSIBLE FOR COORDINATING FRANCHISE UTILITY RELOCATION WHERE NECESSARY AND PROTECTING EXISTING UTILITIES (SHOWN OR NOT SHOWN). IF ANY EXISTING UTILITIES ARE DAMAGED, THE CONTRACTOR SHALL REPLACE THEM AT THEIR OWN EXPENSE. Q � �J U) Q W M o Q a) 0 O LO X LL �, L0 E U)0co0oLT (n•L�N- U 0) co Q N ?~N L a) cn + cW x ~ o An LU m c W �I—� � r J MW -r -0 U a) c>3 � a) coZ�N 0 r r 1 0 co I` �.J 3 N c c� z N CITY PROJECT No.: ZA20-0038 MI U U � o0 W � U z o N 0 w a < V = < V _ ° NN r rn o U a°i N Q a U N co O Z N 0 SHEET C2.01 W X C N x LL W x Z J d W H O d O O O N Q co 2 O N U O 0 N O N LL W X xx W am U) x LL � C� X N � U) Q LL. C� W O Sao X (0 M N M F W NOU) mNOZ X � J oa (7 x=Qa i (D 6; M 0 co —i Q o r LLI LLLu NN QX�0� xxQ- �Ll:00 coWUJ W (nW ZZ gwF-(D� ; co Xx cl Q � U) �J N Q w M QU) o I U O X LL O � �, L0 E coLr) �� N � 0 - S LO L co Q�,�tiO4 + o cW x I-m 0') `� Of Ill � o 10 20 ��� ui M W "=10' -0 JU a) cod a) GRAPHIC SCALE - 1 Z c) cn 0 r r 1 U 0 I` t.J N 0) � LEGEND z ()� Q PROPERTY LINE FLOW DIRECTION — — — —600— — ----601---- — — EXISTING CONTOURS n 600 601 PROPOSED CONTOURS ME R R HIGH POINT X 621.42 TOP OF PAVEMENT OR TIP PROPOSED GRADE 622.19 TS TOP OF SIDEWALK 62219 ME MATCH EXISTING ELEVATION NOTES: 1. CONTRACTOR TO ENSURE SIDEWALKS DRAIN AWAY FROM BUILDING. 2. SIDEWALK TO HAVE A MAX. 5% GRADE AND 2% CROSS SLOPE. 3. THE CONTRACTOR MUST REFER TO CITY OF SOUTHLAKE ENGINEERING DEPARTMENT SUPPLEMENTAL DESIGN STANDARDS. O 4. PROPOSED GRADES SHALL MATCH EXISTING GRADES AT 1 PROPERTY LINE. 5. THE MAXIMUM SLOPE MUST BE 4:1. 6. CONTRACTOR MUST COORDINATE WITH ARCHITECTURAL, MEP, O ►—� LANDSCAPE, AND IRRIGATION PLANS. Z cn V O Z U x� U CITY PROJECT No.: ZA20-0038 Z p N 0 cn Q Q 2 Q 2 m � NN i1 -) rn o N U a°i N C Q a � co 6 Z U 0 SHEET C3.00