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Item 6F PlansINTERIOR LANDSCAPE AREA PLANTING REQUIREMENTS STANDARD PROVIDED TREES PRESERVED (PH.1 & PH.2) 11 @ 6"-12" DBH 41 @ >12" DBH CREDITS TO CANOPY TREES 11 TREES @ 6"-12" DBH @ 1 CREDIT 11 TREES 41 TREES @ >12" DBH @ 2 CREDIT 82 TREES TOTAL 93 CANOPY TREES ZONING: CS-1 REQUIRED PROVIDED PHASE 2 ONLY PHASE 1&2*** PHASE 2 ONLY PHASE 1&2*** INTERIOR PLANTING AREA SHOULD BE 30%a OF THE S.F.OF BUILDING (PH.2 847070 S.F., PH. 1 &2107,062 S.F.) 25.221 S.F. 32,119 S.F. 83,950 S.F. 170,000 S.F. 1 CANOPY TREE PER 500 S.F. 51 65 62 (43 EXISTING) 191 (93 EXISTING) 1 UNDERSTORY TREE PER 250 S.F. 101 129 60 146 1 SHRUB PER 40 S.F. (3 GAL) 631 804 1085 3,394 GROUNDCOVER -15% OF REQUIRED AREA, 4" POT 3,783 S.F. 4,820 S.F. 3,192 S.F. 5,356 S.F. SEASONAL COLOR - 2% OF REQUIRED LANDSCAPE MUST BE IN FRONT AND ALONG SIDE BETWEEN BUFFER AND BUILDING 379 S.F. 518 S.F. 338 S.F. 3,622 S.F. PARKING LOT LANDSCAPE AREA (PHA & PH.2) STANDARD REQUIRED PROVIDED PHASE 1&2*** PHASE 1&2*** BASED ON PERCENTAGE OF PARKING LOCATED BETWEEN BUILDING FACADE AND ROW (>75% = 30 S.F. PER PARKING STALL) 286 TOTAL SPACES PROVIDED 8,580 S.F. 9,000 S.F. *PARKING LANDSCAPE AREA IS IN ADDITION TO THE INTERIOR LANDSCAPE AREA PARKING ISLANDS LANDSCAPE 12' FROM BACK OF CURB TO BACK OF CURB MIN OF 1 CANOPY TREE PER ISLAND. IF SITE LIGHTING IN ISLAND, TWO ORNAMENTAL TREE CAN REPLACE CANOPY TREE REST OF ISLAND MUST BE PLANTED BUFFERYARDS (PH.1 & PH. 2) STANDARD REQUIRED REQUIRED PROVIDED PER 100 L.F. LENGTH 490 L.F. BUFFERYARD WIDTH 1 TYPE 10' 1 "E" WEST 2" CANOPY TREES 1 5 9 (7-EXISTING) UNDERSTORY TREES 2 10 11 SHRUBS 8 40 203 LENGTH 460 L.F. BUFFERYARD WIDTH 1 TYPE 5-1 "A" SOUTH 2" CANOPY TREES 1 5 17 (10-EXISTING) UNDERSTORY TREES 2 10 10 SHRUBS 8 40 196 EXISTING CONCRETE I'. o I" \ 1 1 I 10' LANDSCAPE BUFFER ZONE EXISTING ^PHALT MENT EXISTING CONCRETE DRIVEWAY TO REMAIN / 1 � 24.01 0 U) o cl z o , ,' z v mlil R25,A REFER TO m m I W �+ LANDSCAPE PLAN FOR CONCRETE n ,S/ PATTERNS & 1 I rn WALKWAY LO LG�. STREETSCAPE rl 1 81 1 4 H.C. P ALLS @ 9' KING 49.5' I �_ J �I 1 1 1v ll I 1 N � air I N a I I'` 1 1 SIN I 1 i/ PCCESS 136.4' 13. ' d I I 49. I ***DOES NOT INCLUDE (4) CANOPY TREES, AND (7) ORNAMENTAL TREES THAT WILL BE REMOVED DURING THE CONSTRUCTION I 1 As OF PHASE 2.TE I I IZ'�0 ASSUMED 1 60' ROW �- ------------- 5� Q 1 I -t I 13'-D• 6'-i3' 3'TO' I /---51/ CONCRETE -i z 1 TILT WALL PANEL -i z 0 0 6' 19IPF� $Qla ARD EXPOSED A�iGREGATI ; N o I AINr R FAfL AT EXTERIOR TOi w o m N ' 1 OVAU I MATCH REAR BUILDING WALL, TYP. J o vo (O w Ya d 1 r THICKENED o fn o 0 0 l K I ;a I SLAB BELOW o W m N r o 1 I I I T+EP TTIC a I�oz o E a t II CACH mTAY. o QOTO T(a Ll.,UY P (n v ---�------------ -----I z-J4 c�vJ z 1 0 0 -_- - - - -- --- - - -_ -- J I=- ++ z _p� I - _ I ' EXP. JOINT N U) 1 PJgTp. %F AQ. I r1 1�2 _ m OVAM O EXISTING SIDEWALK, 1 WN LE7CE NG . • &RBFRI TIO REMAIN g PR4YTI L CHHE. S AAME DRIL HOL IN CpO�NCXTE I AT AEP 'CANE t to ---------- ----- _---_- EXISTING CONCRETE r DRIVEWAY TO REMAIN TIE AM ExlsnE, tGQ7 CONCRETE H . MN. 6: fHr300QE PSI EXISTING RETAIL.. " DRIVEWAY TO ®urn Ster Man dumpster REMAIN 5 1/4"=1'-0" tite detail.dgn 0 141' :' 6" 1110 2 X Z X ANGLE BRACE MW FRAME 6' STEEL TUBE. PAINT GATE, POSTS AND 80LLARDS TO MATCH BUDDING c� ALL EXPOSED STEEL TO BE GALYANCED. PRIMED. AND PAINTED I,1 ICAE BOLT. W \ --METAL GATE FABRICATED DIX CAN A T E 1, FROM 22 GA. METAL DECT:, STEEL DATE STEEL CHANNELS, AND ANGLES. REa OTL. N& 15A Dumpster Elevation ` dumpster 10 , I4"=1'-0p - _ sitedetail.dgn �731-3 R93' (.P v po Z� B W .' C, •XY 1 EXISTIN ASPHAL CAVEMEN 24.0 gUT LITY. EAR 5.0' ups•: T /.EXI ALL DIMENSIONS ARE TO BACK -OF -CURB UNLESS OTHERWISE NOTED. CITY OF SOUTHLAKE THE MARQ PHASE 1� PARKING LOTI EXISTING CONCRETE I I I EXISTING CONCRETE 0 O EXISTING CONCRETE PHASE 1-THE MARQ SOUTHLAKE LEGENDS HALL F.F.E. 650.00 (2o n o � -%,� \ OJ 255 � No BICENTENNIAL PARK ZONING: CS - COMMUNITY SERVICE L.U.D.=PUBLIC PARKS/OPEN SPACES CITY OF SOUTHLAKE (INST. NO. D194140355) - [15SANITA Y EASEMENT- - N89'31'270 439.74' ¢c" uEc co LU CO CS LOT 1, BLOCK1 Q SOUTHLAKE OAKS ADDITION Q� SOUTHLAKE OAKS, LLC. ZONING: (INST. N0. D207421577) N f= C2 -LOCAL RETAIL COMMERCIAL L.U.D.=RETAIL COMMERCIAL I �wJ EXISTING OUTDOOR AMPHITHEATER EXISTING DETENTION POND SITE DATA SUMMARY FOR PHASE 2 - THE MARQ SOUTHLAKE CHAMPIONS CLUB ANTICIPATED SCHEDULE OF DEVELOPMENT START: SEP 2016 END: DEC 2017 EXISTING ZONING CS PROPOSED ZONING CS EXISTING LAND USE PUBLIC PARKS/OPEN SPACES PROPOSED LAND USE PUBLIC PARKS/OPEN SPACES GROSS PROJECT ACREAGE 4.75 ACRES (206,697 s.f.) AREA OF OPEN SPACE 79,976 s.f. OPEN SPACE AS A PERCENT 0.39 OUTSIDE STORAGE AS A PERCENT 0 AREA OF IMPERVIOUS COVERAGE 100,727 s.f. PERCENT OF IMPERVIOUS COVERAGE 0.49 TOTAL BUILDING AREA (GROSS) 84,070 s.f. FIRST FLOOR AREA 58,635 s.f. SECOND FLOOR AREA 27,709 s.f. MAXIMUM NUMBER OF STORIES 2 MAXIMUM BUILDING HEIGHT 42'-711 PARKING SPACES REQUIRED: 1 SPACE PER 100 S.F. 841 PARKING SPACES PROVIDED 83 HANDICAP PARKING REQUIRED 18 HANDICAP PARKING PROVIDED 4 NUMBER OF PROPOSED LOTS 1 LOADING SPACE REQUIREMENTS FOR COMMERCIAL/OFFICE (PER BUILDING FLOOR AREA) TOTAL BUILDING FLOOR AREA=84,070 SF REQUIRED LOADING SPACES = 2 PROVIDED LOADING SPACES = 2 �/ � ' i �J ■ I .j ' o j X AND V All �C N � I I REFER TO LANDSCAPE PL LFOR CONCRETE PATTERNS HARDSCAPE DETAILS PROPOSED LIGHT STANDARD / PROPOSED OUTDOOR SPORTS FIELD I 1O'X50' LOADING ZONE DUMPSTER ENCLOSURE WITH 8' MASONRY SCREEN WALL AND SOLID METAL ACCESS GATE (WALL TO MATCH BUILDING) PROPOSED LIGHT STANDARD WATER METER IN VAULT IN BOX NOTES: 1. ON -SITE PARKING, FIRELANES AND DRIVEWAY SHALL BE CONCRETE PAVEMENT, UNLESS 8. FIRE DEPARTMENT SPRINKLER CONNECTIONS, FDC, ARE TO BE FIVE INCH STORZ OTHERWISE SHOWN. CONNECTION WITH A 30 DEGREE DOWN ELBOW AND A KNOX LOCKING CAP. 2. MINIMUM FACE OF CURB RADIUS IS 30' FOR DESIGNATED FIRE LANES. 9. A FIRE ALARM SYSTEM WILL BE REQUIRED FOR ALL BUILDINGS EQUIPPED WITH AN AUTOMATIC SPRINKLER SYSTEM. THE FIRE ALARM MUST COMPLY WITH THE 2009 3. BUILDING & SITE LIGHTING SHALL COMPLY WITH LIGHTING ORDINANCE No. 693. INTERNATIONAL FIRE CODE. THE CITY OF SOUTHLAKE AMENTS AND NFPA 72. 10. FIRE DEPARTMENT CONNECTION FOR SPRINKLER SYSTEM MUST BE WITHIN 100 FEET OF A 4. MINIMUM NON-FIRELANE FACE OF CURB RADIUS IS 2' UNLESS OTHERWISE NOTED. FIRE HYDRANT AND WITHIN 50 FEET OF FIRE DEPARTMENT ACCESS. 5. EASEMENTS FOR FIRE HYDRANT, AND WATER METERS WILL BE SHOWN ON FINAL PLAT. 11. TRASH RECEPTACLES SHALL BE FOUR SIDED WITH A GATE AND LOCATED OUTSIDE BUFFERYARDS, AND TO THE SIDE OR REAR OF THE PRINCIPAL BUILDING. THEY SHALL 6. AN AUTOMATIC FIRE SPRINKLER SYSTEM WILL BE REQUIRED FOR BUILDINGS OVER 6,000 BE SCREENED BY A MINIMUM EIGHT FOOT (8') SOLID MASONRY SCREEN AND SHALL SQUARE FEET(PER 2009 I.F.C. SEC. 903.211.9 AS AMENDED). UTILIZE SIMILAR MASONRY MATERIALS TO THE PRINCIPAL STRUCTURE. 7. THE REQUIRED BACKFLOW PROTECTION (DOUBLE CHECK VALVE) FOR THE SPRINKLER SYSTEM CAN BE LOCATED ON THE RISER IF THE RISER IS WITHIN 100 FEET OF THE WATER MAIN. IF THE RISER IS FURTHER THAN 100 FEET FROM THE MAIN, THE DOUBLE CHECK VALVE SHALL BE IN A PIT. RISER ROOM SHALL BE A MINIMUM OF 5'X5' IF THE DOUBLE CHECK IS NOT LOCATED ON THE RISER, OR A MINIMUM OF 6'X6' IF IT IS ON THE RISER. N POND SCALE 1 "= 40' 0 20 40 80 120 GRAPHIC SCALE IN FEET � I o a_ o = � U g 0 T w tz SAN S, PROJECT LOCATION DI) UNITY WAY lz p� • ❑ VICINITY MAP ❑ / (NOT TO SCALE) EXISTING L- E G E N = DETENTION FP . FLAG POLE \ / POND SIGN TRAFFIC SIGN ►--►--►--►-- PUBLIC ACCESS ROUTE \� � -- PROPERTY LINE Al x FENCE " D OHI_ OVERHEAD UTILITY LINE �❑ X PROPOSED FENCE PHASE 2 CONSTRUCTION LIMITS ❑ PP- POWER POLE • / Ls LIGHT STANDARD :co / \ /WM ° WATER METER wv® WATER VALVE / / Icv® IRRIGATION CONTROL VALVE FIRE HYDRANT w w FH<> 15 WATER EAS E I (Z) c¢ 00 _ = o CLEANOUT - - ICv MH ❑O MANHOLE c2) 8' = M - Icv wa 2 s -.1�I 1 T PROPOSED FIRE HYDRANT / ss -'� w o PROPOSED MANHOLE S 8 "' �� �� ❑ ❑ 4 PROPOSED FDC CONNECION ® PROPOSED BARRIER FREE RAMP ��'! �� �'�-�E • PROPOSED LIGHT STANDARD EcG- / GUY & PROPOSED ACCESS 'ONDUIT ®Icv & UTILITY EASEMENT / co LOT 1, BLOCK1 FIRELANE PAVEMENT )UTHLAKE OAKS ADDITION REFER TO HARCE PLANS CONCRETE S Tom« ZONING: FOR STAMPED CONCC RETE `� K (2) V C2 - LOCAL RETAIL COMMERCIAL SOUTHLAKE OAKS II, LLC. LAYOUT L.U.D.=RETAIL COMMERCIAL • AD. (INST. N0. D207421640) .. (rnc uNNNovn) PROPOSED VARIABLE WIDTH �. SIDEWALK PARKING &INON-FIRELANE BARKER R SEACAT ARCHITECTURE PAVEMENT CLARINKEARCHITECT THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY JAVIER D. JARAMILLO, P.E. 91007 ON 07/22/2016. ALTERATION OF A SEALED DOCUMENT WITHOUT PROPER NOTIFICATION TO THE RESPONSIBLE ENGINEER IS AN OFFENSE UNDER THE TEXAS ENGINEERING PRACTICE ACT. 3457 RINGSBY Ct #200 DENVER, CO 80216 CONTACT: KIP JAMESON SENIOR PROJECT MANAGER OWNER PH: 214-223-0477 CITY OF SOUTHLAKE EMAIL: KIPJAMESON@BRSARCH.COM 1400 MAIN STREET SOUTHLAKE, TEXAS 76092 CONTACT: CHRIS TRIBBLE ENGINEER DIRECTOR OF COMMUNITY SERVICES PACHECO KOCH CONSULTING ENGINEERS PH: 817-748-8021 7557 RAMBLER ROAD, SUITE 1400 EMAIL: CTRI BBLE@CI. SOUTH LAKE. TX. US DALLAS, TEXAS 75231 PH: 972-235-3031 FAX: 972-235-9544 CONTACT: JAVIER JARAMILLO CASE NO: EMAIL: JJARAMILLOC�DPKCE.COM ZA16-047 ADPacheco Koch 7557 RAMBLER ROAD, SUITE 1400 ALLAS, TX 75231 972.235.30.3031 TX REG. ENGINEERING FIRM F-14439 TX REG. SURVEYING FIRM LS-10193805 BARKER R I N K E R S E A C A T ARCHITECTURE w m Y � Q J J V 2 ~ � � z O O - � d d � � Q Q = � U w I H "110 N C) Q Cn t0 Q O QX o w Q ~ w Lr) Q 00 J D O Project Number: 2013.037.02 Issue: SITE SUBMITTAL Date: 06-27-2016 Drawn By: KCM Checked JDJ By: Revisions: Issue: Date: Sheet SITE PLAN title: C002 © 2016 Barker Rinker Seacat Architecture ' (5) NAN C • G ®_ e I (7) ROS • • TO I_ J w1 ' (1) ILE N7 J ®F (4) MIS S Y 10 s MUL11-TRUN (14) NAN C 1pPRN,NG - (18) LIR M • T p1 \ J (4) MAN D T J (6) NAN C • 1 ') ` - z55sF T (1) ILE PH "� • � ) , (2) ILE PH � J ) ,2Ei D ' b16 63.8OAK0 � D (6) NAN C p (6) MIS s is ' 3222 / __---- D °D (27) PEN vJg\GH (20) LIR M ®263 MULTI T�K OAK D ° (8) ABE E EaSON$ \� / G (14) ILE VN r D 1 ILE PH 2955E eF,tNE6 DES PER Ua (7 2 si CYN T TL (2) NAN C (2) ABE E �5F 56 26 E\-EJ p615F O pDp ( ) 5 A DDDD D - (3) CAL A . ► ° \ 11 gF \ (�) ILE 1ST FLOOR I oo (31) LIR M J.� � � � JPRE\NG . 53a T FF EL. 650.00 (2) NEP F1 (7) NAN C1 - .2817 S H E ET LO.02 ' 6E1.03 'M" C C F � fi618 _ 2-8,• OAK (3) MIS V E 5 G A9 S SZ 321 \ 9" MULTI— NK MESQUITE • 3232657,21 114P (3) SoflT G (7) AL D (3) NE#? F1 (7) LOR C (3) ABE E _ T \ 9) ILE C (6) ILE VN , SP P.p1PEa ` O 3 CAL A •�,.a v,GN p6ASF FF� O PARKING (9) SAL L�\a�°`p 2 9 ABE E \ (2) COT G ISLAND (7) MISS' 1153 gF T I O QUE S�. _ E a I ' 3 O 7 ILE C 2 NAN C T - o m G"`0"' MQa�nw GRAVEL ( ) ( ) . � • -' � � T P�) GLUR C - (5TL D 8 LAN NG n„� 35 • ,Q 3 � 3 NAN Ci I o 6 M 70. (10) LOR C T PO, O�� (4) LORC A (86) ANN A �h = 1 �(�' "ILEN7 ��� (6) IL SV N 35SF (32) EUOCo ' GRAVEL (42) SCU S - (9) 11� 112 ST FLO650.00 OR: .r j (12 LA 0 g •••, FF EL. F 7� � (3) SOPS =662.6f 1 0 J DaPGE � (6) MIS St (4) SOP S .• . ANN A 5t 13 (18) NEP F1 (30) MIS S1 - - \30 ) - O dPN sF (3) PAV L (10) LAN NG T • (23) SCU S /1 AMR (1) PIS C a 1p6 , a (10) ILE VN SSO`�o2g3SCj F5.2 (9) MIS S1 (5) LEU F 3 T /� GvtV 0 TH R.o.w.) (4) COT G (15) IL oaP I � oo�a � QUE V °: �� (3) CO ENSOM 1p5P (4) VITC (3) ABE U a111L 1525E pT o�' I Y (4,99 (2,_,, ILE N7 32p5F o M,NAN C � (E'r SLOR tPva (10) PAV L =,p6 0 1 ST FLOOR I I (3) SOPS l` ll llll jg85F StoFF EL. 650.00 LOR C � lAAl 1��0 1p6P VA�J� 235E �.�RIL, r�o_9 (4) LEU F I 6YJLE C (20) MIS S1 (9) NEP F1 aj�aF \NaGF\E\'� 0O3GaG� jGE 58 � (23) ILE C OF 10 Jp56 (9) ABE E "q5F I (3) SOP S ` T (26) LIR M (15) LOR C 17 (21) ILE WF - -- (6) NAN C1 oo ..q �� ( I = (1) QUE V y (6) NEP F1 (8) MIS S1 (18) MUH _ - (5) NAN C1 (7) NAN C �, (34) EUO C (8) ILE C t (3,53 st)CYN T (5) -MISS MIS S1 T y,rs, O / ��(1,079 s1 CYN T J , WEST BUFFER YARD ➢_ (1,822 sflCYN T (4) ROS I S S t O TYPICAL: E (480 L.F.) ) ABE E "�' 4. , _ ` h (33) SCU (10) NA C tO 6 MI S1 BUFFER WIDTH 10' (8) NAN C O MI S1 (3 LA T (9) IS S1 (5) NAN C1n I a (156)ANN A O MI F1 (1) EU C (3) OR C (3) ROS 0 3 (15) ILE C °o,��_. m O PI C (1) NE F1 (1) LIR - 4 COT G 3 VIT (7) MIS S1 (5) ABE E 'I, I PARKING (10) PAV L - (1) ULM P S P S ISLAND (35) EUO C (5) E E , (10) NEP F1 (12) (1) PIS C () MUH C=�" l (18) NAN C (9) MIS S1 (5) LAN NG " J (2) OP S (43) SCU S (3) LE PH (1) ULM 1 10 NEP F(5) MIS NS1 (29) AN C ( ) (12) ILE C 1 (984 sfl CYN T - 9) LAN NG D° -3) ILE PH- ` •.. � 1, �I✓•1' '7 =r V� I fV ft - HH �. (VERIEON) 7' MULTI CREPE YRTLE V PE MYRT n \ � /1 � — � � I— 5327 / .649,71 (9) NAN8 12" OAK (9) MIS S1 �� (3) CAL A PHASE 1 PLANTING 12" OAK (4) NAN C (5) ABE E 5 ABE E -_ 1 1, B T C K 1 O ABE E (6) QUE S SOUTHLAKE OAKS ADDITION (CAB. A, SLIDE 3231) SOUTH BUFFER YARD TYPICAL: A (410 L.F.) BUFFER WIDTH 5' SOUTHLAKE OAKS, LLC. (INST. NO. D207421577) 5289 •650.20 ° 5111 8" BRADFO 651.12 HGE 4 PT WATER VAULT s 650.7 4" H LILY 5240 650. 47 HGE 4 END 52 64 14 ONE—STORY BRICK BUILDING (929soCYN T (10) MISS1 , (4) LOR (2) QUE V (9) SAL L1 �,- / HASE 1 PLANTING I T _(3) cv � .,-(26) SCU S /-(20) ILE C (21) LAN NG ( MIS (19) ILE C mil' d h - �r (4) LOR C (7)NANC1 (3) ABE E (3) MIS St 1) ILE C (3) ROS (3) MIS S1 ( ELIO C (9) LAN N (4 LOR P (3) LOR C 1 ` (3) IS S1 . W . . . . (7) COT (1) VITC ' (10) MIS S1 (2) VITC . . - _ :1 / WWWWWW W W W W W W W W W W W W W WWWWWWWWWWW WWWWWW. 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TREE \\ 1-3: OIiTONWM 64�R"'1CR9�T'�T1jl'tldR'C�TTt b" CEDJ LR `.�641 95 qt-`'.,- I ` l 2i34:T�,�� -`— 2Bt�' 9• 170"WT 6,41. 9 3u 6 0 C Y R 13' CKBER 641. 3, `H 60 30 \ 68 10" ILL TR NKJE MYRTLE GE1.6.0 3059 a 6 MT CAL E MYRTLE _091 3050 41.52 •. 642. • 641.9 8' T CRE MYRTLE •64 -0 � 642.07 OAK M CR E RTLE 11" OAK ' 3 •642.50 1 8" MULTI— U CREPE MYRTL FF=643.56 3088 FF- 643.14 53 _ •642.rr 6" 53 '2L SOUI ONE—STORY ( Sc BRICK BUILDING b L.-rl R UNE-STORE (I CREPEMIYRTLEBRICK BUILDING R:zn ( 0 10 20 40 NORTH SCALE 1" = 20' 1 BARKER R I N K E R S E A C A T ARCHITECTURE July 22, 2a(6 Project Number: 2013.037.02 Issue: SITE SUBMITTAL Date: 07-22-2016 Drawn By: Kathrine Enriquez Checked By: Robert Deegan Revisions: Issue: Date: Sheet title: LANDSCAPE PLAN L0001 © 2016 Barker Rinker Seacat Architecture �—��116-711�11 WOOD RETAINING WALL w w (LANDSCAPING P LES)� /m I 2 � 66313 36'" MULTI -TRUNK CEDAR ELM .. - MU H 0 LY \15 6'607,84 TRUNK CEDR I W .. I ELM - y ' ' W W . • w . ' y ' e .� y W ° W . \\ I '', 7596 • M -0' MULTI -TRUNK 66087 661.77 •4.. C DAR EL + w w W w w w w W CEDAR�LM1599 / i• . 660. s ri "i^- , L'-s� � .� •--.�8YMULP-TP.UN (OAK w ✓ � - r • S ��" `%�° � - � 4' C� AR ECM aril r" \ y ILL I IT .MULTI -TRUNK OAK 41 W \3) PAV L � - � � J � 11'''' i• 24 MuA n-TRUNK CEDAR ELM (99) A A h s1��•' MI,;.. TREE R6487-- �[` � 4 NACK[1E(2RY T j HASE 1 PLANTING (ro) MA�L� 94, 1� / • 16 30" MULTI TRUNILTCEDAR ELM % \ yJ5" CEDAR ELM ® 138P 1C�b13 \ olr7 irl� I 65-, 88 •fjAB 73 1*� ,14 MULTI -TRUNK OAK �� 11 CEDARI\Et Mt k'1 • I g5 _ j I 6' j107 - \ e5T s '9 MULTI- A@ M 6D5 � (913 sf)CYN T 66 64_z9 j `V 659.19 ' (7) NEP F1 OAK s" OAK p / () SOP O PAV L i IE- - 3i '( 6h278 •659�20 -_ M II ur IK ° 3126 3 CAL A, 683.21 J (7) MAL D` 24 oAKit (22) ILE C (2) CAL 2 PHASE 1 PLANTING�77 go = CAL A - r 'WAa� *0 4W659.70OAK e,. I I t1 r I I..al I ,719 jr WIN .IU BUFFER WIDTH 10' -� •3153 64"SAK GGNF ®� R�EJ 5tP\ - % � . MUH C sso.2 (2) SOP �, 11 r p 0 169 s mnro4` _ � 30" oA ,44 9 MIS S1 ROS 0 -_. SF (14) NAN C- 14 ss O O GE Sp SF \ IL (9)(9) ABE E MUL RUNK o K (5) COT T - (22) EUO d (23) LIRM .661 oAK d ' O 3 SAL (5) C TG ' � 3151 28" MULTI-TR - F1106 � PAV L 47 5F 1111uuu�►• I I 32" MULTI-TR K OAK S9.59 `. - - - RPGE C 3148 2" CEDAR 3 1 - L ' s (4) jG1UH C � �)zASV NG N 17 LAN NG (9) j ILE V (6) S L p cE c) �gNE `v BP (17 MUHC (6j NANC OMP\N�F E G\R RR o o /j 1 ST FLOOR PBP Al �� 1 43 ACOT GNN A B MUH C 15, ENPR 12a c v , �G lap esF O sF N, \REGBN G . i 53 GP00 1A9 4 �� FF EL. 650.00 sP �1 00 O ( 451 s CYN T s UN�R \ 139 l �00 J 3150 (11)LANNG 12 �P 136sF oENERs toM3��P I C \ \� \ J 659.ss (19) ELO1 Z1 GK O 11 (13) ILE C J J 30 oA (5) ILE V % . 1zoSF M (L (5) SAL 1 FPpKgR 16) MI ��-• - (3) NEP , �RQ 0 , (5) NEP F1 , pN 136 B , \ p\ZpF GE C RG �,\\pN 526 SF SP 1A2 (4) SOP S Oj (),�G; 0 25 ZNE`SS N- 139 N 3 MUH ° NEB' o • / 9 Sf) CYN •' SF F\ SSN,E I / pBP j 1155 / / \ 5F ESS O '� V 1q5 65F (C 1 (1,598 sf) CYN T 53 FvtN Jvsoft e9sF RGGHs ® SWIM, (8) NEP F it l... , (14) NAN C 1'32 " O I / • (4) ILE C w (2) ILE PH152 •„I (2) MIS S� j (3) PAV L �(4) MIS S 1 1R6 10 SF d'SF (3) CALA ( (1) ILEN7 ,\yRoS� p a 3) PAV L I • (9) ILE VN ' �I (1In 1) ILEC v♦ • • '�,, ($) ILE P\ 2 y ANN QERS E s NEP F O j F\Z� �� PHASE 1 PLANTING (8) ° L� � (35) ANNA � .116 �R (6) ILE VN • (13) ILE VN- �, RPH G\R °..� ' 6 MIS .3125 RE O O N .\P'v- P(ycPSF\RS �• O � ��• F 2ND FLOOR P G �� FF � ,Ar (561 so CYN T (441 so CYN T A P s o ��e (5) SAL L FF EL. 666.00` o F ,'1. / � 5�F �ap s (615631'LE SCU (5)) NAN C - �• i 'i► - (7) ROS J 4 J -_- (1) ILE N7 / J 6 - 77 (4) MIS S s vo I / / 38MULiJ-TRUN (14) NAN C \\ 0PRN\NG (18) LIR M "\ -17 J (4) MAL D , _ • 5sF ®J (6) NAN C (1) ILE PH (2) ILE PH Ir � 03111 �� ' n63 8 (6) NAN C ° (6) MIS S is (27) PEN A 44SN ®663 07 ° °° 8 ABE E 11� SGNP\ (20) LIRM 6 MULTI"TF`UNK OAK o j ( ) SF PER NE55 ',(14) ILEVN •'306 ° (1) ILE PH 2g5 F\j 116 (7 2 so CYN T 39 MULTI TRIINK f1A1 F IN °o (2) NANC (2) ABEE z6�5 R�EJ (3) CAL A (9) PAV L 1SF o (31) LIR M J (1) ILE N t�N\NG J tJ StR PREP (2) NEP F1 G N,PN S5 � �1s \ 03217 (7) NAN C1 s E 3 3!�r,,'� 66i.03 ul//AIM 115 .3218 28 OAK (3) MIS S GE p95 SF —O •667. 2fl SSGRP � MULTIMULTI-TR MESQUITE �K .,I • 5 67, 11dP ' � i firoq 57.21 \ (3) Pao T G n 0 1HEET LO.01 �I �� i A� '�• '� e 1 .' Iw. 4• '`d IL 1 �11 ST FL / 1 ST FLOOR FF EL. 650.00 Spew• O (5) 4AL D (3) NAN C1 (4) LOR C IT MIS Ri \ \L(4) SOPS (12) NAN (3) SAL (19) ILE (9) PAV L (29) MUH C1 �O �y III • 0218 fi43. y W3W 9A w w w 0,21859 W f.W wW y y 4" PINE 204 '♦6 1.26 W + WMET'AL- ° � MUL -TRUN W3ENCN 2203 641.48 ' OAK �! %HASE 1 PLANTIN r 0 10 20 40 NORTH SCALE 1" = 20' BARKER R I N K E R S E A C A T ARCHITECTURE July 22, 2QK6 Project Number: 2013.037.02 Issue: SITE SUBMITTAL Date: 07-22-2016 Drawn By: Kathrine Enriquez Checked By: Robert Deegan Revisions: Issue: Date: Sheet title: LANDSCAPE PLAN 0 © 2016 Barker Rinker Seacat Architecture LANDSCAPE CALCULATIONS INTERIOR LANDSCAPE AREA PLANTING REQUIREMENTS STANDARD PROVIDED TREES PRESERVED (PH.1 & PH.2) 11 @ 6"-12" DBH 41 @ >12" DBH CREDITS TO CANOPY TREES 11 TREES @ 6"-12" DBH @ 1 CREDIT 11 TREES 41 TREES @ >12" DBH @ 2 CREDIT 82 TREES TOTAL 93 CANOPY TREES ZONING: CS-1 REQUIRED PROVIDED PHASE 2 ONLY PHASE 1 &2*** PHASE 2 ONLY PHASE 1 &2*** INTERIOR PLANTING AREA SHOULD BE 30% OF THE S.F.OF BUILDING (PH.2 84,070 S.F., PH. 1&2 107,062 S.F.) 25,221 S.F. 32,119 S.F. 83,950 S.F. 170,000 S.F. 1 CANOPY TREE PER 500 S.F. 51 65 62 (43 EXISTING) 191 (93 EXISTING) 1 UNDERSTORY TREE PER 250 S.F. 101 129 60 146 1 SHRUB PER 40 S.F. (3 GAL) 631 804 1085 3,394 GROUNDCOVER -15% OF REQUIRED AREA, 4" POT 3,783 S.F. 4,820 S.F. 3,192 S.F. 5,356 S.F. SEASONAL COLOR - 2% OF REQUIRED LANDSCAPE MUST BE IN FRONT AND ALONG SIDE BETWEEN BUFFER AND BUILDING 379 S.F. 518 S.F. 338 S.F. 3,622 S.F. PARKING LOT LANDSCAPE AREA (PH.1 & PH.2) STANDARD REQUIRED PROVIDED PHASE 1&2*** PHASE 1&2*** BASED ON PERCENTAGE OF PARKING LOCATED BETWEEN BUILDING FACADE AND ROW (>75% = 30 S.F. PER PARKING STALL) 286 TOTAL SPACES PROVIDED 8,580 S.F. 9,000 S.F. *PARKING LANDSCAPE AREA IS IN ADDITION TO THE INTERIOR LANDSCAPE AREA PARKING ISLANDS LANDSCAPE 12' FROM BACK OF CURB TO BACK OF CURB MIN OF 1 CANOPY TREE PER ISLAND. IF SITE LIGHTING IN ISLAND, TWO ORNAMENTAL TREE CAN REPLACE CANOPY TREE REST OF ISLAND MUST BE PLANTED BUFFERYARDS (PH.1 & PH. 2) STANDARD REQUIRED REQUIRED PROVIDED PER 100 L.F. LENGTH 490 L.F. BUFFERYARD WIDTH / TYPE 10' / "E" WEST 2" CANOPY TREES 1 5 9 (7-EXISTING) UNDERSTORY TREES 2 10 11 SHRUBS 8 40 203 LENGTH 460 L.F. BUFFERYARD WIDTH / TYPE 5' / "A" SOUTH 2" CANOPY TREES 1 5 17 (10-EXISTING) UNDERSTORY TREES 2 10 10 SHRUBS 8 40 196 ***DOES NOT INCLUDE (4) CANOPY TREES, AND (7) ORNAMENTAL TREES THAT WILL BE REMOVED DURING THE CONSTRUCTION OF PHASE 2. NOTES 10.1 GENERAL: THE OWNER SHALL BE RESPONSIBLE FOR THE CONTINUED MAINTENANCE IN PERPETUITY OF ALL LANDSCAPING AND IRRIGATION. ALL REQUIRED LANDSCAPING SHALL BE MAINTAINED IN A NEAT AND ORDERLY MANNER AT ALL TIMES. THIS SHALL INCLUDE MOWING, EDGING, PRUNING, FERTILIZING, WATERING, WEEDING, KEEPING BEDS MULCHED IN ACCORDANCE WITH STANDARD HORTICULTURAL PRACTICES OR AS RECOMMENDED BY THE LANDSCAPE ADMINISTRATOR AND OTHER SUCH ACTIVITIES COMMON TO THE MAINTENANCE OF LANDSCAPING. LANDSCAPED AREAS SHALL BE KEPT FREE OF TRASH, LITTER, WEEDS AND OTHER SUCH MATERIAL OR PLANTS NOT A PART OF THE LANDSCAPING. ALL PLANT MATERIALS SHALL BE MAINTAINED IN A HEALTHY AND GROWING CONDITION AS IS APPROPIATE FOR THE SEASON OF THE YEAR. ALL IRRIGATION HEADS OR LINES WHICH ARE BROKEN AND FLOW WATER SHALL BE REPLACED/ REPAIRED IMMEDIATLY TO PREVENT THE WASTE OF WATER. PLANT SCHEDULE ALL TREES QTY BOTANICAL NAME COMMON NAME CONT CAL SIZE PIS C 4 Pistacia chinensis Chinese Pistache 65 gal 4"Cal 12-14' HT x 6-8' SPR QUE S 7 Quercus shumardii Shumard Red Oak 65 gal 4"Cal 12-14' HT x 6-8' SPR QUE V 3 Quercus virginiana Southern Live Oak 65 gal 4"Cal 12-14'HT X 6-8'W QUE V6 3 Quercus virginiana Southern Live Oak 200 gal 6"Cal 16-18'H X 16'W ULM P 2 Ulmus parvifolia Lacebark Elm 45 gal 4"Cal 12-14' HT x 6-8' SPR ORNAMENTAL TREE QTY BOTANICAL NAME COMMON NAME CONT CAL SIZE ILE PH 13 Ilex vomitoria 'Pride of Houston' Pride of Houston Yaupon 30 gal 2"Cal 8' H X 4' W LAG T 3 Lagerstroemia indica 'Tuscarora' Crape Myrtle 'Tuscarora' 30 gal 2"Cal 8' H X 4' W SOPS 29 Sophora secundiflora Texas Mountain Laurel 30 gal 2"Cal 6'H x 3'W VIT C 15 Vitex agnus-castus Chaste Tree 30 gal 2"Cal 6' H X 4' SPR SHRUBS QTY BOTANICAL NAME COMMON NAME SIZE HEIGHT ABE E 115 Abelia x grandiflora 'Edward Goucher' Glossy Abelia 5 gal 2'H x 2'W CAL A 22 Callicarpa americana American Beautyberry 5 gal 2'H x 2'W COT G 55 Cotoneaster glaucophyllus Gray Cotoneaster 5 gal ILE C 288 Ilex cornuta 'Carissa' Carissa Holly 5 gal 2'H x 2'W ILE N7 8 Ilex x 'Nellie R Stevens' Nellie Stevens Holly 7 gal ILE VN 111 Ilex vomitoria Nana' Dwarf Yaupon 3 gal 15" HT X 18" SPR ILE WF 21 Ilex vomitoria 'Will Flemming' Will Flemming Yaupon 10 gal 4' HT LAN NG 134 Lantana x 'New Gold' New Gold Lantana 1 gal 8" H x 12" W LEU F 9 Leucophyllum frutescens Texas Sage 5 gal 2'H x 2'W LOR C 79 Loropetalum chinense 'Hines Purpleleaf Plum Delight' TM Fringe Flower 5 gal 2'H x 2'W LOR P 12 Loropetalum chinense 'Purple Pixie' Dwarf Fringe Flower 5 gal 18"H x 2' SPR MAL D 48 Malvaviscus drummondii Turk's Cap 1 gal 12" HT X 12" SPR MIS S 73 Miscanthus sinensis 'Adagio' Adagio Eulalia Grass 3 gal MIS Si 244 Miscanthus sinensis 'Adagio' Adagio Maiden Grass 1 gal 2' HT x 18" W MUH C 172 Muhlenbergia capillaris Gulf Muhly 1 gal 18" HT x 18" SPR NAN C 209 Nandina domestics 'Compacta' Dwarf Heavenly Bamboo 3 gal 18" HT x 18" SPR NAN Cl 50 Nandina domestics 'Compacta' Dwarf Heavenly Bamboo 1 gal NEP F 27 Nepeta x faassenii Catmint 3 gal NEP F1 91 Nepeta x faassenii Catmint 1 gal 15" HT X 18" SPR PAV L 105 Pavonia lasiopetala Rock Rose 1 gal 12" HT X 12" SPR ROS 0 28 Rosemarinus officinalis Rosemary 3 gal 18" HT x 18" SPR SAL L 28 Salvia leucantha Mexican Bush Sage 3 gal SAL L1 15 Salvia leucantha Mexican Bush Sage 1 gal 15"HT X 15"SP GROUND COVERS QTY BOTANICAL NAME COMMON NAME CONT SPACING SIZE ANN A 511 Annuals x Annual Color Mix 1 gal 8" O.C. FULL CHA L 13 Chasmanthium latifolium Inland Sea Oats 1 gal 2' 6" O.C. 12"H x 12" W ELIO C 173 Euonymus fortunei 'Colorata' Purple -leaf Winter Creeper 1 gal 24" O.C. 6" H x 12" W ELIO C2 722 Euonymus fortunei 'Colorata' Purple -leaf Winter Creeper 4"pot @ 18" LIR M 154 Liriope muscari Lily Turf 1 gal @ 2' O.C. PEN A 27 Pennisetum alopecuroides'Little Bunny' Little Bunny Fountain Grass 1 gal SCU S 244 Scutellaria suffrutescens Pink Skullcap 1 gal @ 18" O.C. 9" H x 10" W SOD/SEED QTY BOTANICAL NAME COMMON NAME CONT SPACING SIZE CYN T 25,851 sf Cynodon dactylon 'Tif 419' Tif 419 Bermuda Grass sod TURF 22,657 sf Artificial Turf Turf flat BARKER R I N K E R S E A C A T ARCHITECTURE m J U z 0 w Y Q 2 L0 00 O Q0 CO W W Q 2 O CO Project Number: 2013,037.02 Issue: SITE SUBMITTAL Date: 07-22-2016 Drawn By: Kathrine Enriquez Checked By: Robert Deegan Revisions: Issue: Date: Sheet title: LANDSCAPE PLANT LIST L0003 © 2016 Barker Rinker Seacat Architecture LOT 1, BLOCK1 SOUTHLAKE OAKS ADDITION (CAB. A, SLIDE ) SOUTHLAKE OAKS II, LLC. (INST. NO. D207421640) — 1JA' LEGEND - EXISTING TREE TO REMAIN - EXISTING TREE TO BE REMOVED - 6' CONSTRUCTION BUFFER ZONE - TREE PROTECTION FENCING, SEE DETAIL '1', THIS SHEET - VISIBILITY TRIANGLE ...::.................: 0 20 40 80 SCALE 1" = 40' EXISTING TREE COWER PRESERVATION REQUIREMENTS (PHASE 1 & 2) TOTAL SITE AREA: 447,766 S.F. EXISTING TOTAL TREE COVER: 53,263 S.F. % OF COVER: 53,263 f 447,766 = 1 1.9o1 SOUTHLAKE STANDARDS "% OF EXISTING TREE COVER ON THE ENTIRE SITE" CATERGORY: MIN. % OF THE EXISTING TREE COVER TO BE PRESERVED: 0-20% 70% RESULT REQUIRED PRESERVED TREE COVER: 37284 S.F. PROPOSED PRESERVED TREE COVER 41,799 S. F. = 78.50/ N 8'_0" MAX. LIMIT OF FENCE PER PLAN 6' HT. TREE PROTECTION FENCING SECTION NTS TREE TABLE POINTNO. DESCRIPTION POINTNO. DESCRIPTION POINTNO. DESCRIPTION POINTNO. DESCRIPTION POINTNO. DESCRIPTON 1010 2' DEAD TREE 1613 20' DEAD TREE 2384 2' OAK 2845 6' MULBERRY 3141 14" OAK 1042 3' OAK 1616 16' DEAD TREE 2386 2" OAK 2851 3' OAK 3142 20" MULTI —TRUNK OAK 1045 2" GUM BUMELIA 1623 50' MULTI —TRUNK DEAD TREE 2394 2" OAK 2856 2' MISCELLANEOUS TREE 3144 20' MULTI —TRUNK OAK 1046 3" HACKBERRY 1645 8" MULTI —TRUNK CREPE MYRTLE 2433 2" OAK 2857 2" MULBERRY 3145 28" MULTI —TRUNK OAK 1050 2" OAK 1650 2' DEAD TREE 2480 5" CYPRESS 2858 9' COTTONWOOD 3146 2" GUM BUMILIA 1054 8" CEDAR 1657 2" OAK 2481 4' MISC. TREE 2859 6" COTTONWOOD 3147 2" CEDAR 1055 20" PINE 1664 8" MULTI —TRUNK CREPE MYRTLE 2482 4" MISC. TREE 2867 2' PINE 3148 2" CEDAR 1056 20' PINE 1665 15" MULTI —TRUNK CREPE MYRTLE 2501 2" PINE 2868 2' PINE 3149 12' DEAD TREE 1061 3' OAK 1666 16" OAK 2513 2" MAPLE 2915 12' HACKBERRY 3150 30" OAK 1062 3' OAK 1686 2' OAK 2531 4" CYPRESS 2916 6' CEDAR 3151 32' MULTI —TRUNK OAK 1055 3- OAK 1688 2' OAK 2540 3" CYPRESS 2917 6' CEDAR 3152 11' OAK 1072 3" OAK 1694 2" OAK 2541 3" CYPRESS 2918 13' HACKBERRY 3153 30' OAK 1079 2" OAK 1705 2" OAK 2556 12" COTTONWOOD 2919 3" OAK 3154 3" HACKBERRY 1087 2" OAK 1725 3" OAK 2557 12" COTTONWOOD 2937 6" MULTI —TRUNK CREPE MYRTLE 3155 24" OAK 1095 2" OAK 1734 2" OAK 2558 13" MULTI —TRUNK ELM 2938 4' MISC. TREE 3179 10" MULTI —TRUNK DEAD TREE 1325 4" MULTI —TRUNK MISC. TREE 1748 3" OAK 2559 2" LIVE OAK 2939 5' MULTI —TRUNK MOLLY 3189 12" CEDAR ELM 1340 2' PLUM 1775 2" OAK 2564 6" DEAD TREE 2940 3" OAK 3190 20" CEDAR ELM 1341 2' PLUM 1777 2" CEDAR ELM 2565 10' COTTONWOOD 2941 3' BRADFORD PEAR 3191 24" MUL71—TRUNK CEDAR ELM 1342 3' OAK 1778 2" CEDAR ELM 2566 2" MISC. TREE 2942 13' HACKBERRY 3192 30" MULTI —TRUNK OAK 1379 36" OAK 1779 6" MULTI —TRUNK CREPE MYRTLE 2568 24' MULTI —TRUNK 2944 2' CATALPA 3194 38" MULTI --TRUNK OAK 1380 34' MULTI --TRUNK OAK 1780 2" OAK 2569 4" ELM 2961 10' BRADFORD PEAR 3217 28' OAK 1381 4" HACKBERRY 1783 2" OAK 2570 4" ELM 2962 3" LIVE OAK 3218 9" MULTI —TRUNK MESQUITE 1382 2" MISC. TREE 1784 2" OAK 2571 14" MULTI --TRUNK WILLOW 2977 2" MISC. TREE 3219 9" MESQUITE 1384 60" MULTI —TRUNK OAK 1785 3" OAK 2573 18" COTTONWOOD 2978 2" OAK 3220 30" MULTI —TRUNK OAK 1390 36" MULTI —TRUNK CEDAR ELM 1786 3" LIVE OAK 2582 3" MISC. TREE 2981 2" PINE 3221 16" OAK 1511 14' CEDAR ELM 1787 3' LIVE OAK 2583 3" MULBERRY 2982 3" MISC. TREE 3222 26" MULTI —TRUNK OAK 1512 30" MULTI —TRUNK CEDAR ELM 1857 2" OAK 2601 2" OAK 2983 2" OAK 3231 30' MULTI —TRUNK CEDAR ELM 1513 30" MULTI —TRUNK CEDAR ELM 2083 2" OAK 2602 3" COTTONWOOD 2997 9" MULTI —TRUNK HOLLY 3232 2' CEDAR 1514 16' CEDAR ELM 2096 2" OAK 2603 12" WILLOW 3007 6' MULTI —TRUNK HOLLY 3235 44' MULTI --TRUNK MESQUITE 1515 24" MULTI —TRUNK ELM 2106 3" OAK 2604 12" COTTONWOOD 3013 7' ELM 3236 20" MULTI —TRUNK MESQUITE 1542 2' OAK 2117 2" OAK 2605 10" COTTONWOOD 3050 8' OAK 3258 4" OAK 1564 2' OAK 2177 2" MAPLE 2606 8" MULTI —TRUNK COTTONWOOD 3051 10' MULTI —TRUNK CREPE MYRTLE 3259 10' MULTI —TRUNK HACKBERRY 1568 2' OAK 2180 5" MULTI —TRUNK HOLLY 2607 30' MULTI —TRUNK COTTONWOOD 3059 8' MULTI —TRUNK CREPE MYRTLE 3260 2" ELM 1588 18"OAK 2181 3" OAK 2714 24' COTTONWOOD 3068 6" MULTI —TRUNK 3261 2' ELM 1589 18' OAK 2185 4" PINE 2715 16" COTTONWOOD 3073 8" CEDAR ELM 3262 4' HACKBERRY 1590 15" OAK 2202 2" MAPLE 2716 12' WILLOW 3OB8 6' CEDAR ELM 3264 2" HACKBERRY 1596 30" MULTI —TRUNK CEDAR ELM 2203 2" OAK 2722 2' CATALPA 3091 8" MULTI —TRUNK CREPE MYRTLE 3265 2" HACKBERRY 1597 15' MULTI -TRUNK CEDAR ELM 2204 6" MULTI —TRUNK HOLLY 2723 2" MAPLE 3092 8" MULTI —TRUNK CREPE MYRTLE 3266 2" HACKBERRY 1598 4' CEDAR ELM 2223 3" MAPLE 2724 12" MULTI —TRUNK 3098 11' OAK 3267 2" HACKBERRY 1599 38" MULTI —TRUNK OAK 2235 2" MAPLE 2725 10" WILLOW 3099 8" MULTI —TRUNK CREPE MYRTLE 3271 14' MULTI —TRUNK HACKBERRY 1600 4' CEDAR ELM 2243 2" OAK 2726 10" WILLOW 3126 24" OAK 3272 1 2' GUM BUMILIA 1601 18' MULTI —TRUNK ELM 2254 3" CYPRESS 2750 2" OAK 3127 30" MULTI —TRUNK OAK 3273 4" HACKBERRY 1604 36" OAK 2270 2" OAK 2782 2' PINE 3128 20" MULTI —TRUNK DEAD TREE 3274 15' MULTI —TRUNK PECAN 1605 9" OAK 2273 6" MULTI —TRUNK HOLLY 2805 3' OAK 3129 30" MULTI —TRUNK OAK 3341 2" PECAN 1606 11' CEDAR ELM 2274 2" MULTI —TRUNK HOLLY 2839 2" OAK 3130 3" CEDAR 3342 4" GUM BL ILA 1607 9" MULTI —TRUNK CEDAR ELM 2306 4" CYPRESS 2840 12' COTTONWOOD 3132 36" MULTI —TRUNK 3373 14" MULT9—TRUNK HOLLY 1608 2" PECAN 2322 3" CYPRESS 2841 8" HACKBERRY 3133 18" DEAD TREE 3380 7" ELM 1610 30" MULTI —TRUNK CEDAR ELM 2334 2" OAK 2842 4" MISC, TREE 3130 40" MULTI —TRUNK DEAD TREE 3390 10" BRADFORD PEAR loll 15' CEDAR ELM 2354 2" OAK 2843 4' MISC. TREE 3139 24' OAK 3433 9" BRADFORD PEAR 1612 24' MULTI —TRUNK CEDAR ELM 1 2367 2- OAK 2844 20" MULTI —TRUNK COTTONWOOD 1 3140 187 MULTI —TRUNK OAK 3438 13" 13RADFORD PEAR BARKER R I IN K E R S E A C A T ARCHITECTURE W m �10"11) CD aJ °x 2 � Q� ~ z � Y OO � J N � VJ O LL < IRV a75; U w 2 Project Number: 2013,037.02 Issue: SITE SUBMITTAL Date: 07-22-2016 Drawn By: Kathrine Enriquez Checked By: Robert Deegan Revisions: Issue: Date: Sheet title: TREE CONSERVATION PLAN L0004 © 2016 Barker Rinker Seacat Architecture LEGEND NORTH SCALE 1 " = 50' T-9" 10'-0" O.C. MAX. NOTES: 2 1. ALL WELDS TO BE GROUNDED SMOOTH 2 2. PAINT ALL IRON TUBING WITH (1) POLYESTER POWERCOAT PRIMER AND (1) 6" INDUSTRIAL ENAMEL FINISH COAT. COLOR TO BE SELECTED BY OWNER. BARREL HINGES 6" 6" DOUBLE GATE AT PATH, PROVIDE 6'-0" O LOCKABLE LATCH AND DROP RODS TO HOLD GATE IN OPEN ° POSITION 4 4" SQ. STEEL TUBING POST, MATERIAL M.2 ❑❑❑❑ 5 O 6 4 SQ. STEEL PICKET, MATERIAL 2 ❑❑ ❑❑❑❑ T"SQ. STEEL TUBING RAIL, MATERIAL M.2 - _ III-IIII O SLOPE CONCRETE AWAY FROM _III I III-III-III-III-III-III=I I I=I i I -III -I i $ POST 2 6 III _;,III ;III I -III -III -III -III -III -I 11- I -I I Q FINISHED GRADE 4" _ Q CONCRETEFOOTER ORNAMENTAL FENCE AND GATE UELITE FENCE PHOTO OF EX. PRIVACY FENCE N.T.S. N.T.S. N.T.S. BARKER R I N K E R S E A C A T ARCHITECTURE W m �10"11) CD aco J °x 2 � Q� ~ z � Y O � J ON � V J O C) 75 C0 LL a 1: 75; U w 2 Itttt— July 22, 2Gf6 Project Number: 2013,037.02 Issue: SITE SUBMITTAL Date: 07-22-2016 Drawn By: Kathrine Enriquez Checked By: Robert Deegan Revisions: Issue: Date: Sheet title: PEDESTRIAN ACCESS, FENCING PLAN L0005 © 2016 Barker Rinker Seacat Architecture NORTH - A ARTICULATION ANALYSIS - NORTH A - ELEVATION MASONRY 80% / NON -MASONRY 20% 3132" P 0" `_2� ARTICULATION ANALYSIS - NORTH A - PLAN 3132"=V-17 METAL COMPOSITE MATERIAL (MCM) GLASS FIBER REINFORCED BRICK - COLOR A WALLS PANELS CONCRETE BRICK - COLORB FACING BRICK - COLOR A FACING BRICK-COLORB AS' T�NRY SYSTEM STONE MASONRY VENEER SYSTEM - TYPE A _ CLERESTORY BEARING 139• - 0" —FACING BRICK -COLOR A FACING BRICK - COLOR A ARTICULATION ANALYSIS - NORTHWEST - ELEVATION 3/32" =1'-0" STONEMASONRY SYSTEM SECONDFLOOR MASONRY 91 % / NON -MASONRY 9% YSTEM 1— W IESTORY BEARING IR REINFORCED Q CK- COLOR B ¢ p LV V v tONRY VENEER SYSTEM- H Q U7 W : cD E w ca �'` F a .0 o x " -9 i 01 = �! a ova E MASONRY SYSTEM yO xr- z U CK- COLORB 5 SECOND FLOOR ns-o' SOUTH EY PLAN W Ne 1&3/A06 MASONRY ANALYSIS p¢p FIRST FLOOR tlI 00' - 0" ARTICULATION ANALYSIS - NORTHWEST - PLAN WT =1.-0' TOTAL ALL FACADES: MASONRY 81.3% NON -MASONRY 18.7% Lill .L M V J W (n Z � Y U O � o Q Q _ _ U � LU 0000 'se N Q H] _ U Q 0 _ 0�< Q }Ox w v V) F- LU LM Project Number: 2013.037.02 Issue: 100% DD Date: 3-11-2016 Drawn By: Author Checked By: Checker Revisions: Issue: Date: Sheet title: BUILDING ARTICULATION ANALYSIS A05 ©2014 Barker Rinker Seacat Architecture ARTICULATION ANALYSIS - SOUTH - ELEVATION 3/32" =1'-0" ARTICULATION ANALYSIS - SOUTH - PLAN 3/32" =1'-0" LOR A LOR B NRY SYSTEM MASONRY 84% / NON -MASONRY 16% a FO T.O. GYM ROOF 132' - 0" RST FLOOR 100' - 0" ARTICULATION ANALYSIS - WEST A - ELEVATION 3132" =1'-0° 4 SECT - UTILITY YARD WALL 06 1/2" = T-0„ IE MASONRY SYSTEM ICK - COLOR A BLOCK r r \ 2 F- U) W FLOOR 100' - 0" NORTH - A 1 &3 / A06 MASONRY ANALYSIS TOTAL ALL FACADES: MASONRY 81.3% NON -MASONRY 18.7% L LJ 1 z rl_ rn ti o � N 1.0 .-cow O C)) OV X U LL m mco ` N O M c U off"U-) zr 2. a) CD co 0 M L I L ^ r) V i Z � Y U O o Q Q U � W CIO 1i N Q LLJ F O = oz)Q i-�X Q t- w C UV )I`_ W 2 Project Number: 2013.037.02 Issue: 100% DID Date: 3-11-2016 Drawn By: Author Checked By: Checker Revisions: Issue: Date: Sheet title BUILDING ARTICULATION ANALYSIS A06 ©2014 Barker Rinker Seacat Architecture METAL COMPOSITE MATERIAL (MCM) WALLS PANELS GLASS FIBER REINFORCED GLASS FIBER REINFORCED GLASS FIBER REINFORCED CONCRETE CONCRETE CONCRETE FACING BRICK - COLORB FACING BRICK - COLORA FACING BRICK - COLOR A CAST STONE MASONRY SYSTEM STONE MASONRY VENEER SYSTEM- CASTSTONEMASONRVSYSTEM� \ TYPECLERESTORY BEA9RI_ FACING BRICK - COLOR B— —\ � � 1 T.O. AQUATICS/ OFFICES/ m - m _ SECOND FLOOR 110- 0" FIRST FLOOR —100'-0" ARTICULATION ANALYSIS - SOUTHEAST - ELEVATION MASONRY 87%/NON-MASONRY 13% j NORTH -A lb 1&2/A05 A ® O Q o •� 13-93/16" 32'-8" 3'-4" 24'-0" T-4" 32'-8" 06 S 2 � ARTICULATION ANALYSIS - SOUTHEAST - PLAN �\Qo� �1 C 07 3132^ = r o. SOUTH EY PLAN 1&3/A06 MASONRY ANALYSIS TOTAL ALL FACADES: MASONRY 81.3% NON -MASONRY 18.7% I- W Q � U ' Q ~ � LI J � r mxx LLJ U o LL m Y _ ao�N LU ix Q m QL 0 (n CO = =) Y UEL- O o Q Q 2 = U U) LU 00 1�e N Q Q � J O = U _ Q x w u V) h- w LU Project Number: 2013.037.02 Issue: 100% DO Date: 3-11-2016 DramnBy: Author Checked By: Checker Revisions: Issue: Date: Sheet title: BUILDING ARTICULATION ANALYSIS A07 ©2014 Barker Rinker Seacat Architecture GLASS FIBER REINFORCED CONCRETE FACING BRICK -COLOR B FACING BRICK - COLOR B CAST STONE MASONRY SYSTEM CAST STONE MASONRY SYSTEM STONE MASONRY VENEER SYSTEM- STONE MASONRY VENEER SYSTEM - TYPE A TYPE B FACING BRICK - COLORB FACING BRICK - COLORA 0, --r= - - FACING BRICK - COLORA — — — — CAST STONE MASONRY SYSTEM — — CAST STONE MASONRY SYSTEM — — — —CAST STONE MASONRY SYSTEM — _ CLERESTORY BEARING - - - - - - 47 � 139'-0" T.O. AQUATICS/ OFFICES/ 132'-0" — _ GLASS FIBER REINFORCED CONCRETE / STONEMASONRY VENEER SVSTEM- c TYPE B CAST STONE MASONRY SYSTEM x, F ,, ` ,. SECOND FLOOR � 116' - 0" FACING (-COLOR B CAST STONE MASONRYSYSTEM FIRST FLOOR 100'-0" ARTICULATION ANALYSIS -WEST A- ELEVATION MASONRY 90% / NON -MASONRY 10% A06 J 3132' -1'-05011 0 oo/A N N N jNORTH -A Al 1 &21 A05 A 20' - 0' 99' - 1 1/2" 56, - 0" Q 00 Q N ws� ARTICULATION ANALYSIS - WEST A - PLAN Ofi 3132"=ra^ SOUTH EY PLAN 101A06 MASONRY ANALYSIS TOTAL ALL FACADES: MASONRY 81.3% NON -MASONRY 18.7% H-- W Q d' Q � Q ~ LLJ in N � W :SoME � r mxx LLI U o LL m Y _ ao�N Ix m LU i ix Q m QL M 0 C ) W (n Z =) Y UEL- O o Q Q _ _ U U) LU 0000 1�e N Q Q � J O = U _ Q x w u V) F- LU LM Project Number: 2013.037.02 Issue: 100% DO Date: 3-11-2016 DramnBy: Author Checked By: Checker Revisions: Issue: Date: Sheet title: BUILDING ARTICULATION ANALYSIS A08 ©2014 Barker Rinker Seacat Architecture �� I � EX. TC 673.22 EX. G 672.72.E rn- 'EX. TC 668.40 - EX. G 667.90 °Y I TC 669.66 G 669.16 TC 669.72 4 G 669.22 ^� TC 668.77 G 668.27 / ' °Y I ° 00 co oY CO °, a 9J v O TC 669.00 G 668.50 371.51 / TC 666.07 G 665.57 TC 665.77 I ��� G 665.27 7 18 � )6 TC 665 G 66 665 5.00 TC 665.28 G 664.78 TC 665.45 / EL 664.90 TC 665.09 ' G 664.9955 o G 664.59 °I / EL 664.79 o ° c0 J TW 669.43 EL 7.02 EL�664.69 66s �o J TC 665 22 TC 665.11 A -TW 665.75 0 EL 663.21 z LZ7 ' TC ° G �64.8 665.40 G 664.72 G 664.61 664.90 EL 664.58 E °, J J g ® TC 664.89 G 664.39 L 664.8 • EL ° EL 6 4.80 ` EL 664.47 (00 �o EL 664.41 ° TW 667.72 J a TC 664.80 TC 664.50 I 66 L 66 .74 G 664.30 G 664.00 TC 664.59 ° ° ° ' ° °J G 664.09 ' J EL 664.71 EL 66 .60 L 66 IN ° I EL 66 .84 .12� 6 TC 664.50 ° ° G 664.00 ° ° TC 664.72 J , J I ° EL 665.3 J G 664.22 TC 665.19 G 664.69 TC 664.63 TC �665.16 G 664.13 j�h .66 TC 663.83 G 663.33 ' < `O10 ° 6ro6 O ° ti TC 665.70 / G 665.20 "° TC 662.14 G 661.64 I TC 665.4 G 665.14 TC 663.83 I G 663.33 164.20 I 3 2� I 4 TC 663.16 M63 G 662.66 V 34 °Y I� 6 a� /. ■ ■ ■ ■ miiiiiii ■ r TC 661.07 G 660.57 G 661.82 TC 661.36 N G 660.86 TC 662.50 G 662.00 TC 661.74 G 661.24 ■ ■ ■ G 0.45 TW 664.91 v EL 659. cD�O �o aaiNc WALL TW 665.33J 6 9. 4 r64. EL 665.60 s J ILL6bL.Ly / J / a� 662 TC 662.06 , ® EL 661.64 G 661.56 m ■ ■ ■ ■ ■ ■ ■ ■ RIM 6E 5.00 4.00 0 L TW 653.39 EL 6 9. 5 ° 653- ° LL p4y.yDJA R� NAG ° J ° \ n RIM 658.85 TW 665.00 EL 664.00 CATCI RIM E 37 L \\ -656 PHASE 2-THE MARQ SOUTHLAKE CHAMPIONS CLUB 1 ST OOR F.F.E. 650.00 EL 6�° J s / ° J ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ MATCHLINE SHEET C3.1 RIM 648.00 � `''441��•0F•T ® .... 2 JAVIER D. JARAMILLO ........... .. ........ ® 91007 11Q'�F•�7�ENs�O;���� It® ®� .� THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY JAVIER D. JARAMILLO, P.E. 91007 ON 07/22/2016. ALTERATION OF A SEALED DOCUMENT WITHOUT PROPER NOTIFICATION TO THE RESPONSIBLE ENGINEER IS AN OFFENSE UNDER THE TEXAS ENGINEERING PRACTICE ACT. O r � • SCALE 0 10 20 1 »-20 40 60 GRAPHIC SCALE IN FEET I- E- G E- I\I IB• BOLLARD EM® ELECTRIC METER PP• POWER POLE LSD LIGHT STANDARD WMo WATER METER WV® WATER VALVE ICV® IRRIGATION CONTROL VALVE FH-(> FIRE HYDRANT Co. CLEANOUT MHO MANHOLE Tsc TRAFFIC SIGNAL CONTROL TSP • TRAFFIC SIGNAL POLE BARKER R I N K E R S E A C A T ARCHITECTURE TELEX TELEPHONE BOX FLOOD LIGHT UJ fn � CV C) FP • FLAG POLE � � C) SIGN TRAFFIC SIGN vJ CEO PHASE 1-THE M AR Q SOU TH LAK E - - - - - PHASE 2 CONSTRUCTION LIMITS LEGENDS HALL -X PROPERTY LINE o 0 X F.F.E. 6 50. 00 oHL OVERHEAD UTILITY LINE Q LIJ 613 EXIST CONTOUR Q ^ 612.39 EXIST SPOT ELEVATION = w TC 612.39 EXIST TOP OF CURB ELEVATION (n G 611.92 EXIST GUTTER ELEVATION z < 571 PROPOSED CONTOUR O CID J O TC 614.50 PROPOSED TOP OF CURB ELEVATION G 614G 00 PROPOSED GUTTER ELEVATION EL 614.50 PROPOSED SPOT ELEVATION 0 MG MATCH EXISTING GRADE TW 614.50 PROPOSED TOP OF WALL ELEVATION EL 610EL�.00 PROPOSED GROUND ELEVATION AT Q BOTTOM OF WALL PROPOSED DRAINAGE FLOW DIRECTION - - - PROPOSED SWALE o � U GRADING & DRAINAGE GENERAL NOTES w • < 1. REFER TO GEOTECHNICAL REPORT FOR REQUIREMENTS REGARDING FILL COMPACTION AND MOISTURE CONTENT. 2. UNLESS NOTED, ALL FILL IS TO BE COMPACTED TO A MINIMUM OF 95% STANDARD PROCTOR DENSITY WITHIN 3% OF OPTIMUM MOISTURE CONTENT. oil FILL TO BE PLACED IN MAXIMUM LIFTS OF 6 INCHES. 10 3. SIDEWALKS AND ACCESSIBLE ROUTES SHALL HAVE A RUNNING SLOPE NO GREATER THAN 5% (UNLESS OTHERWISE NOTED) AND A CROSS SLOPE NO GREATER THAN 2%. 4. GRADING OF ALL HANDICAPPED SPACES AND ROUTES TO CONFORM TO o J ■ ilm i ■ ■ ■ ■ ■ ■ ■ 6.A. RCP C-76, CLASS III 6.B. ADS N-12 B.C. RANCOR HI-Q 7. UNLESS NOTED, GRATE INLETS TO BE "HANSON PIPE AND PRECAST" CATCH BASIN SIZED AS SHOWN, OR APPROVED EQUAL. 8. FINAL PAVING, CURB, AND SIDEWALK ELEVATIONS WILL BE PLACED AT PLUS OR MINUS 0.03 FOOT. 9. REFER TO LANDSCAPE SPECIFICATIONS FOR SEEDING AND SODDING REQUIREMENTS. 10. ANY CONCRETE, ROCK, OR MATERIAL DEEMED BY THE ENGINEER TO BE UNSUITABLE FOR SUBGRADE SHALL BE DISPOSED OF OFFSITE AT CONTRACTOR'S EXPENSE. 11. TRENCH BACKFILL MATERIAL SHALL CONFORM TO THE REQUIREMENTS OF NCTCOG ITEM 504.2 AND SHALL BE MECHANICALLY COMPACTED IN 6-INCH LIFTS TO THE TOP OF SUBGRADE TO A MINIMUM OF 95% STANDARD I�648 PROCTOR DENSITY IN ACCORDANCE WITH NCTCOG ITEM 504.5 UNLESS OTHERWISE SHOWN ON THESE PLANS OR STATED IN THE STANDARD CITY SPECIFICATIONS. 12. EMBEDMENT SHALL CONFORM TO THE REQUIREMENTS OF NCTCOG ITEM 504.5 UNLESS OTHERWISE SHOWN ON THESE PLANS OR STATED IN THE STANDARD CITY SPECIFICATIONS. 13. A ROUND MANHOLE COVER MEETING CITY SPECIFICATIONS SHALL BE PLACED IN ALL INLET TOPS NEAR THE OUTLET PIPE. 14. ALL CONCRETE FOR INLETS AND DRAINAGE STRUCTURES SHALL CONFORM TO NCTCOG ITEM 702.2.4, CLASS "A" (3000 PSI) UNLESS OTHERWISE SHOWN ON THESE PLANS OR STATED IN STANDARD CITY SPECIFICATIONS. �� 15. CRUSHED STONE BEDDING OR APPROVED EQUAL SHALL BE PROVIDED BY 6 THE CONTRACTOR WHEN ROCK IS ENCOUNTERED IN TRENCHES. THERE SHALL BE NO ADDITIONAL PAY ITEM FOR CRUSHED STONE BEDDING. 16. IF REQUIRED DUE TO CONSTRUCTION, POWER POLES TO BE BRACED OR RELOCATED AT CONTRACTOR'S EXPENSE. 17. CONTRACTOR TO PROTECT ALL TREES IN PLACE. REFER TO LANDSCAPE PLANS FOR TREE MITIGATION. 18. REFER TO LANDSCAPE SHEETS FOR RETAINING WALL PLANS &DETAILS. FEDERAL, STATE, AND LOCAL GUIDELINES. 5. ALL PROPOSED AND EXISTING GRADES IN NON -PAVED AREAS ARE "FINISHED GRADE" (i.e. IN LANDSCAPE BEDS, TOP OF MULCH/BEDDING MATERIAL). 6. UNLESS NOTED, STORM DRAIN LINES SHALL BE OF THE FOLLOWING MATERIALS AND INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS: SITE GRADES WERE SET BY NORRIS DESIGN LANDSCAPE ARCHITECTS AND REVIEWED & /646� COORDINATED WITH PACHECO ■ IIIIIIIIIIIIIII■ KOCH CONSULTING ENGINEERS Project Number: 2013.037.02 Issue: SITE SUBMITTAL Date: 06-27-2016 Drawn By: Checked By: Revisions: lame KCM JDJ Date Sheet title: PRELIMINARY GRADING PLAN CASE NO: ZA16-047 Tacheco Koch 7557 RAMBLER ROAD, SUITE 1400 DALLAS, TX 75231 972.235.3031 C300 TX REG. ENGINEERING FIRM F-14439 - - - - - -- TX REG. SURVEYING FIRM LS-10193805 © 2016 Barker Rinker Seacat Architecture OHL I I i g62 G S ° YO GAS oY 661 I TEL I °� f J° I °J r L. 1111 rr7 Yp° i J ° e O J 1 I a` aJ I /a / J C o� </ J 1 I J° ®WV oY / J I I RD HH V (VERIZON) WV I 1 I I I I u TC 659.35 G 658.85 �L 1 5% ° TC 655.00 G 654.50 el000r TC 654.80 G 654.30 TC 654.60 G 654.10 TC 652.96 G 652.46 TC 653.10 G 652.60 TC 655.31 G 654.81 1 <I MATCHLINE SHEET C3.0 SOUTHLAKE CHAMPIONS EL 660.93 CLUB AT THE MARQ \ EL 660.64 PHASE 2 T1 ST FLOOR W 660.00 EL 650.00 F.F.E. 650.00 P TW 660.00 'EL 64�.80 TW 660.00' EL 649,80 °TW 660.00 ° EL °649.8j TW 660.00P EL 649.8 ` ° / J° TC 653.06 G 652.56 1 3.4% 3. ° EL 650.63 J \ EL 650:63 J ° ° J ° c / TW ° 655.50 ° 8 EL 6 J Ja ).02 .EL%650.31 ° J ° TC 650.515 G 650.05 TC 650.24 G 649.74 6' WOOD E - - -_X x 653 )0 XG to 0 f--0 e OX a 0- 0 e 0 X G e r�� o- 439. 74' ICV® E PPf ® ICV G 6 TC 6q G 64 TC 648.27 G 647.77 TC 647.82 G 647.32 li jELEC' --FLFC 1� co 13.6' LOT 1, BLOCK1 Lq SOUTHLAKE OAKS ADDITION 3.9• N SOUTHLAKE OAKS, LLC. f (INST. NO. D207421577) ONE-STORY BRICK BUILDING F.F.E.=649.50t TC 6 BELOW1 J ° J ° EL 649.58 ° O ° J 0) a d' EL 649.77 J ° J a J ° J ° ; a EL 649.95_ EL 649.78 ° J EL 649.81 °J 47.22 SS OkL TC 645.70 G 645.20 TC 645.05 G 644.55 07 57 �..F ®JAVIER D. JARAMILLOR ® ........... ........ ®f ; 91007 ,'42Fio /for,,' �CENS' �tl% ZONAL ..� � THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY JAVIER D. JARAMILLO, P.E. 91007 ON 07/22/2016. ALTERATION OF A SEALED DOCUMENT WITHOUT PROPER NOTIFICATION TO THE RESPONSIBLE ENGINEER IS AN OFFENSE UNDER THE TEXAS ENGINEERING PRACTICE ACT. 439.74 IBONE-STORY RICK BUILDING FL= 639.0t SITE GRADES WERE SET BY NORRIS DESIGN LANDSCAPE ARCHITECTS AND REVIEWED & COORDINATED WITH PACHECO KOCH CONSULTING ENGINEERS SCALE 1 "=20' 0 10 20 40 60 GRAPHIC SCALE IN FEET I- E- G 0 _ B• BOLLARD EM® ELECTRIC METER PP, POWER POLE �co LSO LIGHT STANDARD WMo WATER METER WV® WATER VALVE CV® IRRIGATION CONTROL VALVE FHA FIRE HYDRANT Co. CLEANOUT MHO MANHOLE TSC ❑ TRAFFIC SIGNAL CONTROL rsP TRAFFIC SIGNAL POLE TELEX TELEPHONE BOX FLOOD LIGHT FP • FLAG POLE SIGN_ TRAFFIC SIGN PHASE 2 CONSTRUCTION LIMITS -- PROPERTY LINE X FENCE oHL OVERHEAD UTILITY LINE 613 EXIST CONTOUR 612.39 EXIST SPOT ELEVATION (O TC 612.39 EXIST TOP OF CURB ELEVATION G 611.92 EXIST GUTTER ELEVATION I 571 PROPOSED CONTOUR TC 614.50 PROPOSED TOP OF CURB ELEVATION G 614G 00 PROPOSED GUTTER ELEVATION EL 614.50 � PROPOSED SPOT ELEVATION tp MG -X MATCH EXISTING GRADE TW 614.50 PROPOSED TOP OF WALL ELEVATION EL 610 00 PROPOSED GROUND ELEVATION AT BOTTOM OF WALL PROPOSED DRAINAGE FLOW DIRECTION - - - PROPOSED SWALE GRADING & DRAINAGE GENERAL NOTES 1. REFER TO GEOTECHNICAL REPORT FOR REQUIREMENTS REGARDING FILL COMPACTION AND MOISTURE CONTENT. 2. UNLESS NOTED, ALL FILL IS TO BE COMPACTED TO A MINIMUM OF 95% STANDARD PROCTOR DENSITY WITHIN 3% OF OPTIMUM MOISTURE CONTENT. Cc FILL TO BE PLACED IN MAXIMUM LIFTS OF 6 INCHES. 3. SIDEWALKS AND ACCESSIBLE ROUTES SHALL HAVE A RUNNING SLOPE NO co GREATER THAN 5% (UNLESS OTHERWISE NOTED) AND A CROSS SLOPE NO GREATER THAN 2%. 4. GRADING OF ALL HANDICAPPED SPACES AND ROUTES TO CONFORM TO FEDERAL, STATE, AND LOCAL GUIDELINES. 5. ALL PROPOSED AND EXISTING GRADES IN NON -PAVED AREAS ARE "FINISHED GRADE" (i.e. IN LANDSCAPE BEDS, TOP OF MULCH/BEDDING MATERIAL). 6. UNLESS NOTED, STORM DRAIN LINES SHALL BE OF THE FOLLOWING MATERIALS AND INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS: 6.A. RCP C-76, CLASS III 6.B. ADS N-12 B.C. HANCOR HI-Q 7. UNLESS NOTED, GRATE INLETS TO BE "HANSON PIPE AND PRECAST" CATCH BASIN SIZED AS SHOWN, OR APPROVED EQUAL. 8. FINAL PAVING, CURB, AND SIDEWALK ELEVATIONS WILL BE PLACED AT PLUS OR MINUS 0.03 FOOT. 9. REFER TO LANDSCAPE SPECIFICATIONS FOR SEEDING AND SODDING REQUIREMENTS. TPADS ELEC 10. ANY CONCRETE, ROCK, OR MATERIAL DEEMED BY THE ENGINEER TO BE UNSUITABLE FOR SUBGRADE SHALL BE DISPOSED OF OFFSITE AT CONTRACTOR'S EXPENSE. GRATE INLET 11. TRENCH BACKFILL MATERIAL SHALL CONFORM TO THE REQUIREMENTS OF ®ICV NCTCOG ITEM 504.2 AND SHALL BE MECHANICALLY COMPACTED IN 6-INCH LIFTS TO THE TOP OF SUBGRADE TO A MINIMUM OF 95% STANDARD CO ' PROCTOR DENSITY IN ACCORDANCE WITH NCTCOG ITEM 504.5 UNLESS OTHERWISE SHOWN ON THESE PLANS OR STATED IN THE STANDARD CITY SPECIFICATIONS. 7' BRICK 12. EMBEDMENT SHALL CONFORM TO THE REQUIREMENTS OF NCTCOG ITEM o ENCMOSURE (2) cT 504.5 UNLESS OTHERWISE SHOWN ON THESE PLANS OR STATED IN THE �; STANDARD CITY SPECIFICATIONS. N CONCRETE 13. A ROUND MANHOLE COVER MEETING CITY SPECIFICATIONS SHALL BE PLACED IN ALL INLET TOPS NEAR THE OUTLET PIPE. 14. ALL CONCRETE FOR INLETS AND DRAINAGE STRUCTURES SHALL CONFORM VAULT TO NCTCOG ITEM 702.2.4, CLASS "A" (3000 PSI) UNLESS OTHERWISE (TYPE UNKNOWN) SHOWN ON THESE PLANS OR STATED IN STANDARD CITY SPECIFICATIONS. 15. CRUSHED STONE BEDDING OR APPROVED EQUAL SHALL BE PROVIDED BY THE CONTRACTOR WHEN ROCK IS ENCOUNTERED IN TRENCHES. THERE SHALL BE NO ADDITIONAL PAY ITEM FOR CRUSHED STONE BEDDING. 16. IF REQUIRED DUE TO CONSTRUCTION, POWER POLES TO BE BRACED OR I RELOCATED AT CONTRACTOR'S EXPENSE. 17. CONTRACTOR TO PROTECT ALL TREES IN PLACE. REFER TO LANDSCAPE PLANS FOR TREE MITIGATION. 18. REFER TO LANDSCAPE SHEETS FOR PLANS & DETAILS FOR ALL RETAINING WALLS CASE NO: ZA16-047 7557 RAMBLER ROAD, SUITE 1400 Pacheco Koch DALLAS, TX 75231 972.235.3031 TX REG. ENGINEERING FIRM F-14439 - --- TX REG. SURVEYING FIRM LS-10193805 BARKER R I N K E R S E A C A T ARCHITECTURE w m Y � Q J � U I ~ � � z O O - U) d 0� � Q� Q = � U w I H � N O VJ OQ LI J 0 2 LI J v / O W Project Number: 2013.037.02 Issue: SITE SUBMITTAL Date: 06-27-2016 Drawn By: Checked By: Revisions: lame KCM JDJ Date Sheet title: PRELIMINARY GRADING PLAN C301 © 2016 Barker Rinker Seacat Architecture ' 9GN Cv I PLANTER •y/{LACFIXE I ICV ®® • , BRIM COLUMNS (3) ICV ICV W/ MGPCLE I :BPoIX J •• �• . LS �•• BRIIX D :. . FENCE • T.5' CONCRETE WALL IFT1([;�_W9 'lowIX C0.NNS W/ BRIM CIXLMNS W/ MQIES CCNCREIE rF "l BRICK C0.UMNS N5 • ICV WM "1 CGNgiEIE AND W/ PLAOIIES �1 ELEC BRIIXCDLUMNS ®ICV O SIGH ICV W/ PLAQUES AND W1 B CONCRETE AND ICV BRICK COLUMNS CONCRETE CCNCREtE WALL W/ PLAW6 BRICK COLUMN$ • W/BRIM COUMNS ]' W/ -.. METAL PP W/ ® CV BRII�(M MMS %ANIER _ • • PENCE ' CON Da CV W/PLAWES • • •• S TRANS. S • - I ' SCALE 0 20 40 1 "=40' 80 120 CREIE AN • « ,. BPoCK BRICK _L BRIE GLUMNESS oWM 2„G EX. 10' CURB INLET a GRAPHIC SCALE IN FEET PUN ER • UNITY'--wa Y BRIIX 7-7 . P (6) lls (� r`V qN BRIM ' BRICK BRIM h IEGEN� BARKER-2`G � � v LS 6'0 �(o '� S OWM O ®cv B • BOLLARD DA A Irv• (2) OW EM® ELECTRIC METER -- PROPERTY LINE R I N K E R Lp YMEfAL ®I 9.98 '' (]) IN W FENCE W/l�.G'I(COx PP, POWER POLE x FENCE LUWWAIS LS ®I _):� LIGHT STANDARD PROPOSED DRAINAGE DIVIDE WIA WATER METER v co (n o ^c DA B o in (0) ICV I WV, WATER VALVE 571 EXISTING CONTOUR S E A C A T <oG 0.83 „ C `O ®Icv EX. 10' CURB INLET ICV MEP IRRIGATION CONTROL VALVE EXISTING DRAINAGE FLOW DIRECTION �- 6.90 , coo V FH* FIRE HYDRANT DA A EXISTING DRAINAGE AREA ID ARCHITECTURE 1.09 AREA IN ACRES o CLEANOUT Qioo IN CUBIC FEET PER SECOND / D MHOO MANHOLE 8 71 6LID a� o/Lo Tsc TRAFFIC SIGNAL CONTROL rn (50s `° ♦ �r�� I I TSP • TRAFFIC SIGNAL POLE M N 9 ~ ' / �` ' `Oc�ot POND TELEX TELEPHONE BOX W W Q ® c° I FLOOD LIGHT U PP O GM FHSlEWV 24- R.C.P. ',� EXISTING DETENTION POND FP • I` FLAG POLE ® C. °-� CITY OF SOUTHLA WDOD ER = �� ' INST. N0. D205010312) BDK 100-YR WSE 641.27 slcN TRAFFIC SIGN J C) °x U) Q gas� DA C R P EXISTING DRAINAGE AREA TABLE = LLI � 6)� 1.22 1`L DRAINAGE AREA C Tc STORM 1100 Q100 COMMENTS Q / o r 10.15 AREA ID (ACRES) (MINUTES) FREQUENCY (INCH/HOUR) (CFS) Lo CO J M DA A 1.20 0.90 10 100 YEAR 9.24 9.98 DRAINS TO 10' CURB INLET(PHASE ONE) O N O 2 (b EX. 10' CURB INLET ' DA B 0.83 0.90 10 100 YEAR 9.24 6.90 DRAINS TO 10' CURB INLET(PHASE ONE) U) W ODA C 1.22 0.90 10 100 YEAR 9.24 10.15 DRAINS TO 10' CURB INLET(PHASE ONE) ° DA D 2.36 0.90 10 100 YEAR 9.24 19.63 DRAINS TO DETENTION POND(PHASE ONE) 0 ' RD Al �\ 0.25 1 DA E 4.06 0.90 10 100 YEAR 9.24 33.74 DRAINS TO WYE INLET(PHASE ONE) 2.08 ♦ o°� RD Al 0.25 0.90 10 100 YEAR 9.24 2.08 DRAINS TO 10' CURB INLET(PHASE ONE) �° ' • ♦•• \\ w(2) IN RD A2 0.28 0.90 10 100 YEAR 9.24 2.33 DRAINS TO DETENTION POND(PHASE ONE) P 0111111,♦ ♦ tx N 00 ' . ' . • ♦ �6 V � • RD A2 SI \ �► ; • HASE 1-THE MARO 0.28 LS W SOUTHLAKE 2.33 N LEGENDS HALL F.F.E. 650.00� \ III �r �o ��� ❑ O r O o lb10 �13 v ®Icv _11cp r O O POND I � O O A L nD ♦ O IX II A,) O ' D SPLLWAV III 00 ♦ �� o (O ���� ♦ n . , p . - 648 BRIM 7� 65� \\ ♦ ❑ BRIIX D V \\ _ ❑ AND I wAil II i DA E . ■ 4.06 `O� ° ICV e`® 33.74 r Icv • OO � � *f11 655 , 646 RJAVIER D.�JARAMILLOR I'o ......91007.......:�® a o� 2.36 I�f'�ICENS'OO: y19.63 t�lsS/ONAL Q s 654 , 64S THE SEAL APPEARING ON THIS DOCUMENT WAS GAS 645 \ AUTHORIZED BY JAVIER D. JARAMILLO, P.E. 91007 ON 07/22/2016. ALTERATION OF A SEALED DOCUMENT TEL0 u WITHOUT PROPER NOTIFICATION TO THE RESPONSIBLE ENGINEER IS AN OFFENSE UNDER THE TEXAS ENGINEERING PRACTICE ACT. 653 XISTI G I ET EX 3 R. P. 644-tea Project Number: 2013.037.02 652 . ❑❑ V BERM Issue: SITE SUBMITTAL M �� • 0 643 ° Date: 06-27-2016 CO . POND Drawn By: KCM tK "0 NOO Checked JDJ Y By: Revisions: 642 Iowa MC •♦� ° i • ♦10 S %PE - HEDGE • s B % ICV02' AP WAQlIT In CY)6Y I ICV® ONETR yA' CO (O CO UJ Q '�t EO M s M Wit M STORY (� Icv ". L Y CO �� d. E BRICK B. O SS (� Lo SS . BUILDING a ss ® B. ICV Q ewa aiiw O SS O• (A Icv 0 B P G ICV I G 4' P <YFRI2GN)� #�v 2"G 2"G 439,,74' ,RµS cG 735.7 ' $ PP W/735.76' _ , GUY & d EIEc . EEc ICV CONDUIT h «^ Sheet ®Icv `b``'~' STING �`� 181 6' � LOT 1, BLOCK1 CO LOT 1, BLOCK1 title °I3 . SOUTHLAKE OAKS ADDITION o SOUTHLAKE OAKS ADDITION CASE NO: PDRAINAGE AREARELIMINARY MAP PW/� �B °' SOUTHLAKE OAKS, LLC. BRICK BUILDINGI ZA16-047 �EHamuRE `gym SOUTHLAKE OAKS II, LLC. CON `" . . . ,' :I D�`�`� ONE-STORY (INSTN0D207421577 ) NBRICK BUILDING (INST. NO. D207421640) �. UNKOWN) 7557 RAMBLER ROAD, SUITE 1400 Pacheco Koch DALLAS, TX 75231 972.235.3031 C400 TX REG. ENGINEERING FIRM F-14439 ��o TX REG. SURVEYING FIRM LS-10193805 M.. 1 � 1\6\YILL7M1�RIWK HOLLY A_CONCRETE, __ - PAVEMENT _- _ _ 1f _ PAVEMENT _. _BRIM _ _ PAVEMENT _ffik CV Z5 10' CURB INLET •• �� � `.l 7 � , `,, = !1� c. � `�h�I,Q���� �� • ■•rile IPA t E a W10 - k i► 511 ram■ .Iul� I • ��,. I MY �d10i _ �•.�•i� III �••.. I; • LANDSCAPE WE PLANS FOR OUTDOOR M PLAZA DRAINAGE DA 1 LA NEW ® _ Ctt INAWA ®® ,. ®CATCH BASINit (l .. • • ��� • .. WALL I • d �i • ui • ASPHAL PAVEMEN AS- HH f�'I=I�Mfmwl -Im [7119- I A W, 11&_, WO �' ,�'q _ I � lull I ® X 7 �j� �;'' �� •,� �RD A2 -O 0.28 PHALT �� , ® ��► tE ELN1� �\ 1' r • i iiiilill�ll I Illllp34 . � OM MY i/ • Klezw. • ��- DRAIN INTO fir- � • CE �r • C_ •�r ���� I . ' • lyF/ SYSTEM f ► ► • • TO .1f ��� I��r� • �� �� I. lid-�`� ® ` ►•i •�- ��� � �I � . , : _ � • fly. , FEW IS . • 1 � � /. �- 4 VA VA 1► VIA FA EASEMENT AM 1 oft /rM I! • - I POND FL 8" PVC (NW)= 627.8t FL 10" PVC (SE)= 625.6t FL 8" PVC (W)= 627.8t �' nnnln 1A/nl I 1 GONG WALL 10• CONCRETE • ` �IpF�WALK 3" - �H a~ �-Kubn-muw ql It» 7» 12 •" KUL VR -1 Nwo00 NDD4D COUIT N SCALE 1 "=40' 0 20 40 80 120 GRAPHIC SCALE IN FEET I E- G I- ICI C=> B. BOLLARD EM® ELECTRIC METER PROPERTY LINE PP, POWER POLE x FENCE LS0 LIGHT STANDARD � � � PROPOSED DRAINAGE DIVIDE wMo WATER METER C571) PROPOSED CONTOUR WVo WATER VALVE CVo IRRIGATION CONTROL VALVE PROPOSED DRAINAGE FLOW DIRECTION FHO FIRE HYDRANT Co. CLEANOUT MHO MANHOLE DA 7 PROPOSED DRAINAGE AREA ID TSC TRAFFIC SIGNAL CONTROL 1.09 AREA IN ACRES TSP 8.71 01oo IN CUBIC FEET PER SECOND • TRAFFIC SIGNAL POLE TELE TELEPHONE BOX FLOOD LIGHT FP FLAG POLE SIGN o TRAFFIC SIGN PROPOSED DRAINAGE AREA TABLE DRAINAGE AREA Tc STORM 1100 Q100 AREA ID (ACRES) C (MINUTES) FREQUENCY (INCH/HOUR) (CFS) COMMENTS DA A 1.20 0.90 10 100 YEAR 9.24 9.98 DRAINS TO 10' CURB INLET(PHASE ONE) DA B 0.83 0.90 10 100 YEAR 9.24 6.90 DRAINS TO 10' CURB INLET(PHASE ONE) DA 1 0.12 0.90 10 100 YEAR 9.24 0.97 DRAINS TO 24"X24" CATCH BASIN (PHASE TWO) DA 2 0.17 0.90 10 100 YEAR 9.24 1.41 DRAINS TO 24"X24" CATCH BASIN (PHASE TWO) DA 3 0.11 0.90 10 100 YEAR 9.24 0.91 DRAINS TO 10' CURB INLET(PHASE TWO) DA 4 0.90 0.90 10 100 YEAR 9.24 7.48 DRAINS TO 6' CURB INLET(PHASE TWO) OFFSITE DRAINAGE DRAINS TO 6' CURB INLET(PHASE DA 5 0.18 0.90 10 100 YEAR 9.24 1.50 TWO) OFFSITE DRAINAGE DRAINS TO 10' CURB INLET(PHASE DA 6 0.14 0.90 10 100 YEAR 9.24 1.16 TWO) DA 7 0.39 0.90 10 100 YEAR 9.24 3.24 DRAINS TO 10 CURB INLET(PHASE TWO) DA 8 0.20 0.90 10 100 YEAR 9.24 1.66 DRAINS TO 18"X18" CATCH BASIN (PHASE TWO) DRAINS TO UTILITY YARD DRAINAGE SYSTEM(PHASE DA 9 0.01 0.90 10 100 YEAR 9.24 0.08 TWO) DRAINS TO UTILITY YARD DRAINAGE SYSTEM(PHASE DA 10 0.02 0.90 10 100 YEAR 9.24 0.17 TWO) DA 11 0.52 0.90 10 100 YEAR 9.24 4.32 DRAINS TO PROPOSED CATCH BASIN (PHASE TWO) DA 12 0.14 0.90 10 100 YEAR 9.24 1.16 DRAINS INTO SUBSURFACE STORM DA 13 0.99 0.90 10 100 YEAR 9.24 8.23 DRAINS TO EXISTING POND (PHASE ONE) DRAINS TO ROOFDRAINS AND INTO SUBSURFACE DA 14 0.43 0.90 10 100 YEAR 9.24 3.59 STORM DRAINS TO ROOFDRAINS AND INTO SUBSURFACE DA 15 0.33 0.90 10 100 YEAR 9.24 2.74 STORM DRAINS TO ROOFDRAINS AND INTO SUBSURFACE DA 16 0.60 0.90 10 100 YEAR 9.24 4.99 STORM OS 1 0.28 0.90 10 100 YEAR 9.24 2.33 DRAINS OFFSITE TO THE EAST ® ,e•o F rF .......................... JAVIER D. JARAMILLO ® ............................... 91007 9111" `'''/CEN19 S�®� NAL O / �Zf� •.• `V THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY JAVIER D. JARAMILLO, P.E. 91007 ON 07/22/2016. ALTERATION OF A SEALED DOCUMENT WITHOUT PROPER NOTIFICATION TO THE RESPONSIBLE ENGINEER IS AN OFFENSE UNDER THE TEXAS ENGINEERING PRACTICE ACT. BARKER R I N K E R S E A C A T ARCHITECTURE w m Y � Q J .J U I ~ W � Z O O - U) d C� 2 � Q Q = 2E U w I H ly N C) d7 0 U) (.0 OQ >- W o 2 LLI co Lr) 06 J D O W Project Number: 2013.037.02 Issue: SITE SUBMITTAL Date: 06-27-2016 Drawn By: Checked By: - Revisions: Issue KCM JDJ Date: CASE NO: PRELIMINARY PROPOSED ZA16-047 DRAINAGE ARE MAP 7557 RAMBLER ROAD, SUITE 1400 Pacheco �och DALLAS, TX 75231 972.235.3031 TX REG. ENGINEERING FIRM F-14439 C401 -- --- TX REG. SURVEYING FIRM LS-10193805 1 N MB 1 \ \ 1 1 0 1 PP W GM ®TEL owv FH 1 1 1 � 1 i 1 I STA 1+24.06 LINE "W-1" 1 I N STALL: 1-6" VALVE 1-F.H. PER CITY STANDARDS N M 1 1 Q Y. STA 1+01.98 LINE "W-1" 1 INSTALL: � 1-6" 45' BEND 1 P PPY ( ) 1 ! 1 STA 0+21.82 LINE "W-1" INSTALL: N o�� 1-6" 45' BEND O STA 0+00.00 LINE "W-1" CONNECT TO 8" WATER BEGIN 8" FIRELINE INSTALL: 1 EXISTING 8 J / 1-"xTEE WATERLINE ® 1-66" V VALVE .� 1-8" VALVE i I J O 1 � I � II 1 0 I V � I Y N I ,• I , 1 I 90 ' o - z c 1 -0 S U Y GAS J - 0 1 0 w NTE -- - O 1 1 1 °Y 1 � - I- (V w 1 1 •�;, r Jry I - Z LIJ Y I 1-- U) Q 1 1 I w�' EXISTING 8" WATERLINE - CONCR E 84 PAVEME T Ya R "ILL - 51 • � SS J � -� ,,., RO HH �YYV V 2`6 2„G (VERizON) B WV N G� tiG NOTE: INTERNAL BUILDING SPRINKLER SYSTEM FOR PHASE 2-THE MARQ SOUTHLAKE CHAMPIONS CLUB TO BE SERVICED BY PHASE 1-THE MARQ SOUTHLAKE LEGENDS HALL STA 0+20.21 LINE "W-2" END 6" WATER INSTALL: 1-CITY STD. F.H. 1-6" VALVE STA 0+00.00 LINE "W-2" REMOVE EXISTING PLUG CONNECT TO EXISTING 6" WATER - BEGIN 6" WATER -EXISTING 8" WASTEWATE 8"W 15' SANITARY EASEMENT 2"G STA 2+28.00 LINE "SS-1" INSTALL: 1-8" DOUBLE CLEANOUT END 8" SANITARY SEWER 15' FROM BUILDING FACE REFER TO MEP PLANS FOR CONTINUATION FL 8"=645.00 STA 0+00.00 LINE "SS-1" CONNECT TO EX. SSMH FL 8" (E)=638.2f FL 8" (W)=638.3f FL 8"=639.00 r� m N •�I I 2"G `C d I E G E N =::> EM® ELECTRIC METER �II PP. POWER POLE Ls_3�_ LIGHT STANDARD WMo WATER METER SCALE (It WV® WATER VALVE 0 15 30 1 "=30' 60 90 ICV® IRRIGATION CONTROL VALVE 11� FH� FIRE HYDRANT GRAPHIC SCALE IN FEET Co. CLEANOUT MHO MANHOLE BARKER Tsc TRAFFIC SIGNAL CONTROL / \\� TSP • TRAFFIC SIGNAL POLE Ic TELEX TELEPHONE BOX FLOOD LIGHT R I III K E R FP . FLAG POLE SIGN TRAFFIC SIGN IS E A C A IT W� PACHECO KOCH" CAP SET \ \ (C.M.) CONTROLLING MONUMENT \ -- PROPERTY LINE ARCHITECTURE x FENCE \ OHL OVERHEAD UTILITY LINE O E UNDERGROUND ELECTRIC LINE \ T UNDERGROUND TELEPHONE LINE ' I \ c UNDERGROUND CABLE LINE ( 6"W W UNDERGROUND WATER LINE 00 Q OV \ -6"SS- UNDERGROUND SANITARY SEWER LINE 0 Se ~ WATER & SANITARY SEWER GENERAL NOTES Q J Q (n \� 1. ALL CONCRETE SHALL BE CLASS "A" (3000 PSI), UNLESS OTHERWISE NOTED. J O X 2. ALL WATER MAINS SHALL BE PVC C900, DR 18, CLASS 235. FIRE PROTECTION SERVICES SHALL BE PVC LJJ C900, DR 14, CLASS 305 AND INSTALLED IN ACCORDANCE WITH THE DESIGN AND SPECIFICATIONS OF Q \ THE FIRE PROTECTION PLANS TO BE PREPARED BY A LICENSED FIRE PROTECTION CONTRACTOR. 3. WATER AND SANITARY SEWER SERVICES SHALL MEET PLUMBING CODE REQUIREMENTS. Q 4. ALL WATER MAINS SHALL HAVE A MINIMUM COVER OF 48 INCHES BELOW IMPROVED FINISHED GRADE, = LL1 \ UNLESS OTHERWISE NOTED. U Q PHASE 1-THE MARQ SOUTHLAKE 5. SANITARY SEWER PIPE SHALL BE PVC SDR-35. LEGENDS HALL \ 6 CLOSER To EACH OTHER THAN EN WATER MAINS ANINEND S FEIETR INSAILLR DI ECTIONSARE AAND� PARALLEL THEY LLIN S INSTALBE MUSTLE E N INSTALLED IN O CCOO J F.F.E. 650.00 SEPARATE TRENCHES. WHERE THE NINE FOOT SEPARATION DISTANCE CANNOT BE ACHIEVED, THE O (� \ FOLLOWING GUIDELINES SHALL APPLY: 6.A. WHERE A SANITARY SEWER PARALLELS A WATERLINE, THE SEWER SHALL BE CONSTRUCTED OF CAST IRON, DUCTILE IRON, OR PVC MEETING ASTM SPECIFICATIONS WITH A PRESSURE RATING OF U) 0. 150 PSI FOR BOTH THE PIPE AND JOINTS. THE VERTICAL SEPARATION SHALL BE A MINIMUM OF 0 TWO FEET BETWEEN OUTSIDE DIAMETERS AND THE HORIZONTAL SEPARATION SHALL BE A MINIMUM (n OF FOUR FEET BETWEEN OUTSIDE DIAMETERS. THE SEWER SHALL BE LOCATED BELOW THE C) O WATERLINE. 6.B. WHERE A SANITARY SEWER CROSSES A WATERLINE AND THE SEWER IS CONSTRUCTED OF CAST IRON, DUCTILE IRON, OR PVC WITH A MINIMUM PRESSURE RATING OF 150 PSI, AN ABSOLUTE I MINIMUM DISTANCE OF 12 INCHES BETWEEN OUTSIDE DIAMETERS SHALL BE MAINTAINED AND WATERLINE SHALL BE ENCASED. 6.C. WHERE A SANITARY SEWER CROSSES UNDER A WATERLINE AND THE SEWER IS CONSTRUCTED OF ABS TRUSS PIPE, SIMILAR SEMI -RIGID PLASTIC COMPOSITE PIPE, CLAY PIPE, OR CONCRETE PIPE I' WITH GASKETED JOINTS, A MINIMUM TWO FOOT SEPARATION DISTANCE SHALL BE MAINTAINED. IN ADDITION, THE SEWER SHALL BE LOCATED BELOW THE WATERLINE WHERE POSSIBLE AND ONE LENGTH OF THE SEWER PIPE MUST BE CENTERED ON THE WATERLINE ILL! CAUTION111 PROPOSED 8" WASTEWATER CROSSES OVER PROPOSED STORM DRAIN PROPOSED STORM DRAIN CAUTION!!! PROPOSED 4" WATER CROSSES OVER PROPOSED 8" WASTEWATER 1 CAUTION! I I I PROPOSED 8" WASTEWATER CROSSES OVER PROPOSED STORM DRAIN TRIM & CONNECT TO EXISTING 4" WATER STUB OUT INSTALL: 1-4" METER IN VAULT 94 LF DOMESTIC WATER SERVICE CONNECTION PROPOSED ;-CROSSES UNDER EXISTING WATER 1� Lwe 2"G 2"G r 6.D. WHERE A SANITARY SEWER CROSSES OVER A WATERLINE ALL PORTIONS OF THE SEWER WITHIN L NINE FEET OF THE WATERLINE SHALL BE CONSTRUCTED OF CAST IRON, DUCTILE IRON, OR PVC \ PIPE WITH A PRESSURE RATING OF AT LEAST 150 PSI USING APPROPRIATE ADAPTERS. IN LIEU OF THIS PROCEDURE, THE NEW CONVEYANCE MAY BE ENCASED IN A JOINT OF 150 PSI PRESSURE O CLASS PIPE AT LEAST 18 FEET LONG AND TWO NOMINAL SIZES LARGER THAN THE NEW CONVEYANCE. THE SPACE AROUND THE CARRIER PIPE SHALL BE SUPPORTED AT FIVE FEET INTERVALS WITH SPACERS OR BE FILLED TO THE SPRING LINE WITH WASHED SAND. THE ENCASEMENT PIPE SHOULD BE CENTERED ON THE CROSSING AND BOTH ENDS SEALED WITH © O CEMENT GROUT OR MANUFACTURED SEAL. \ 6.E. THE SANITARY SEWER NEED NOT BE DISTURBED WHERE A NEW WATERLINE IS TO BE INSTALLED PARALLEL TO AN EXISTING SEWER THAT SHOWS NO EVIDENCE OF LEAKAGE AND THE WATERLINE IS INSTALLED ABOVE THE SEWER A MINIMUM OF TWO FEET VERTICALLY AND FOUR FEET HORIZONTALLY. 6.F. THE SANITARY SEWER NEED NOT BE DISTURBED WHERE A NEW WATERLINE IS TO CROSS OVER BY TWO FEET OR MORE AN EXISTING SEWER SHOWING NO EVIDENCE OF LEAKAGE. SHOULD O EXCAVATION FOR THE WATERLINE PRODUCE EVIDENCE THAT THE SEWER IS LEAKING, THE SEWER \ MUST BE REPAIRED OR REPLACED AS DESCRIBED IN SUBPARAGRAPH (6.C) OR (6.1)). 7. CONTRACTOR TO VERIFY ALL EXISTING SEWER FLOW LINES BEFORE BEGINNING CONSTRUCTION. 8 CONTRACTOR SHALL TIE A ONE INCH WIDE PIECE OF RED PLASTIC FLAGGING TO THE END OF SEWER 15' WATER EAS ENT 8"W 8"SS G SERVICE AND SHALL LEAVE A MINIMUM OF 36 INCHES OF FLAGGING EXPOSED AFTER BACKFILL. AFTER CURB AND PAVING IS COMPLETED, CONTRACTOR SHALL MARK THE LOCATION OF THE SEWER SERVICE ON THE CURB OR ALLEY IN ACCORDANCE WITH THE STANDARD CITY SPECIFICATIONS. e?:T 9. ALL SANITARY SEWER LINES SHALL BE TESTED IN ACCORDANCE WITH THE STANDARD CITY i SPECIFICATIONS. 10. THE UTILITY CONTRACTOR SHALL INSTALL THE WATER SERVICES TO A POINT TWO FEET BACK OF THE ' CURB LINE AT A DEPTH OF 12 INCHES. THE METER BOX SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR AFTER THE PAVING CONTRACTOR HAS COMPLETED THE FINE GRADING BEHIND THE BACK OF THE CURB. EACH SERVICE LOCATION SHALL BE MARKED ON THE CURB WITH A BLUE LETTER "W" BY THE UTILITY CONTRACTOR AND TIED TO PROPERTY CORNERS ON THE "RECORD DRAWINGS." 11. ALL METER BOXES SHALL BE LOCATED IN NON -TRAFFIC AREAS. 12. TRENCH BACKFILL MATERIAL SHALL CONFORM TO THE REQUIREMENTS OF NCTCOG ITEM 504.2 AND SHALL BE MECHANICALLY COMPACTED IN 6-INCH LIFTS TO THE TOP OF SUBGRADE TO A MINIMUM OF 95% STANDARD PROCTOR DENSITY IN ACCORDANCE WITH NCTCOG ITEM 504.5 UNLESS OTHERWISE SHOWN ON THESE PLANS OR STATED IN THE STANDARD CITY SPECIFICATIONS. 13. EMBEDMENT SHALL CONFORM TO THE REQUIREMENTS OF NCTCOG ITEM 504.5 UNLESS OTHERWISE SHOWN ON THESE PLANS OR STATED IN THE STANDARD CITY SPECIFICATIONS. 14. VALVE BOXES SHALL BE FURNISHED AND SET ON EACH GATE VALVE. AFTER THE FINAL CLEAN-UP AND ALIGNMENT HAS BEEN COMPLETED, THE UTILITY CONTRACTOR SHALL POUR A 24"X24"X6" CONCRETE BLOCK AROUND ALL VALVE BOX TOPS LEVEL WITH THE FINISHED GRADE. 15. CONTRACTOR SHALL RECONNECT ALL EXISTING SERVICES AND MAINTAIN EXISTING SERVICES THROUGHOUT CONSTRUCTION. 16. IF REQUIRED DUE TO CONSTRUCTION, POWER POLES TO BE BRACED OR RELOCATED AT CONTRACTOR'S EXPENSE. S9 o � \ 10 8' W ICV Ss _ 8"SS ,``e®' O/ - 2r • V THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY JAVIER D. JARAMILLO, P.E. 91007 ON 07/22/2016. ALTERATION OF A SEALED DOCUMENT WITHOUT PROPER NOTIFICATION TO THE RESPONSIBLE ENGINEER IS AN OFFENSE UNDER THE TEXAS ENGINEERING PRACTICE ACT. Project Number: 2013.037.02 Issue: SITE SUBMITTAL Date: 06-27-2016 Drawn By: Checked By: Revisions: lowe KCM JDJ wta Sheet title: PRELIMINARY SITE UTILITY PLAN ZA16-047 CASE NO: Pacheco Koch DALL RAMBLER ROAD, SUITE 1400 J4DALLAS, TX 75231 972.235.305.3031 C600 TX REG. ENGINEERING FIRM F-14439 TX REG. SURVEYING FIRM LS-10193805