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Item 7 - ZA16-047 SP 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 191 (93 EXISTING) PHASE 2 ONLY INTERIOR PLANTING AREA SHOULD BE 3C% OF THE 25.221 S.F. S.F.OF BUILDING (PH.2 84,070 S.F., PH. 1&2107,062 S.F.) 1085 1 CANOPY TREE PER 540 S.F. 51 1 UNDERSTORY TREE PER 250 S.F. 101 1 SHRUB PER 40 S.F. (3 GAL) 631 GROUNDCOVER -15% OF REQUIRED AREA, 4" POT 3,783 S.F. SEASONAL COLOR - 2% OF REQUIRED LANDSCAPE 379 S.F. MUST BE IN FRONT AND ALONG SIDE BETWEEN (OPEN SPACE AS A PERCENT BUFFER AND BUILDING LENGTH PARKING LOT LANDSCAPE AREA (PH.1 & PH.2) PROVIDED PHASE 1&2*** PHASE 2 ONLY PHASE 1&2*** 32,119 S.F. 83,950 S.F. 170,000 S.F. 65 62 (43 EXISTING) 191 (93 EXISTING) 129 60 146 804 1085 3,394 4,820 S.F. 3,192 S.F. 5,356 S.F. 518 S.F. 338 S.F. 3,622 S.F. 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 (ANTICIPATED SCHEDULE OF DEVELOPMENT 12' FROM BACK OF CURB TO BACK OF CURB SEP 2016 END: MIN OF 1 CANOPY TREE PER ISLAND. IF SITE LIGHTING IN ISLAND, TWO ORNAMENTAL (EXISTING ZONING CS TREE CAN REPLACE CANOPY TREE REST OF ISLAND MUST BE PLANTED CS (EXISTING LAND USE BUFFERYARDS (PH.1 & PH. 2) (PROPOSED LAND USE PUBLIC PARKS/OPEN SPACES STANDARD REQUIRED REQUIRED PROVIDED PER 100 L.F. (OPEN SPACE AS A PERCENT 0.39 LENGTH 0 490 L.F. BUFFERYARD WIDTH / TYPE (PERCENT OF IMPERVIOUS COVERAGE 10' 1"E" WEST 2" CANOPY TREES 1 5 9 (7 -EXISTING) UNDERSTORY TREES 2 10 11 SHRUBS 8 40 203 LENGTH (PARKING SPACES REQUIRED: 1 SPACE PER 100 S.F. 460 L.F. BUFFERYARD WIDTH / TYPE 83 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. I EXISTING CONCRETE I 10' LANDSC;APE II BUFFER ZONE_ EXISTING CONCRETE DRIVEWAY TO REMAIN / l I �I _ o X rn 2� 4 70 X i� C: - Z o Y, ; v 1 [- m D ❑ � , 1 n ❑ sio WI I N C41 CP - R 01 .0 4 H. C. PA-RKING SAL -S 0 9'= 49.5' 9) ® R25.0' I=0I 0)a.0 Iva I: N � CCESS I SIN � I R93' _ I I� 136.4' _ �-- ASSUMED 1 *-: .� y._... .. .�..... �. .. 60 ROWS_ �� I a----------- f 5� Z I _;= 6'-0' 3'-O' I r--5/ CONCRETE a ...-t .- ,/ TILT WALL PANEL J¢ Z #,' a PIP �p�, ARD a r -EXPOSED AGGREGATE ; C5 F r Y I o V) W 6 7 :D ` I PAINT RIF t7E A I ^ ❑AT EXTERIOR TO w- o- m 4 C4 I OVALE I MATCH REAR LLJ3� ¢ N BUILDING WALL, TYP. J O co w Ya � THICKENED c) -01� o 0 o- ISLAI3 $ELOMI Q w m N r o a I - TE &�f THICK. c� d o c+ Nr- `I E � za o a�A_>, i- O H J N Z I I LITS '. BAS tMAY. Uf�''�k (n II _J ¢ Q w ►= P#. CK TO FT. 0 = () Y N * r ZJ 0 =.- [} Jwaft EXISI ` - D PSE BOL �, - '%r' EXP. JOINT (n AA1T. REF {1ETAL t - OVN,I EXISTING SIDEWALK, 1 b SCA RETAINING WALL, -''� �8 W- E• & BFR TO REMAIN - - ggL P1104iDE ?CH. S Ai1iE�r I I .' MI DRIL HOL IN CONCRETE (wazaj- 1, ATEPf CANE p iG o -------------- *L .-_-- (XISTING CONCRETE rQ 1 DRIVEWAY TO REMAIN CONCRETy WBI� MH APAONs TE . MW. F!' EPI K 3O� PSI GOND. EXISTING RETAIL.. >TN ®u ster Plan p DRIVEWAY TO I HAL f�L1Cn tQf EN 05 REMAIN 'fivEM1I4"=1'-0" r"'�.IrLJ I � s�detaiLdgn I'------------ -------•"'----..--....---_-.---- ---------------------- .r_. --- ------- w-w-«..--'-_-_-L•_°l'1--- "--'------- -....v / l` PAINT GATE, POSTS 2 X Z%TANGLE AND BULARDS BRACE FRAME , � :, r TO MATCH BULDIHG ! is ALL EXPOSED STEEL TO BE GALVANIZED. PRIMED. AND E r PAINTED 6' STEEL TUBE JAIL! W \--(FETAL GATE FABRICATED ',1 DIA. CANE BOLT. +� FROM 22 GA. METAL DEC14 A TACNEO TD'/�` STEEL CHANNELS.AND STEEL PLATE ANGLES. RU OTL.>IE0.15A W w Dumpster Elevationdumpstsr 10 1/4"=2tz-� I, -I_ sitedvtail.dgn ALL DIMENSIONS ARE TO BACK -OF -CURB UNLESS OTHERWISE NOTED. 16 SP CEE 0 W= ' 145 0' 'n Fi0P0 EDC NCR TE II M ARK( G LOT 1, BLOCK1 SOUTHLAKE OAKS ADDITION SOUTHLAKE OAKS, L.L.C. ZONING: (INST. NO. D207421577) C2 - LOCAL RETAIL COMMERCIAL L.U.D.=RETAIL COMMERCIAL NOTES: 1. ON-SITE PARKING, FIRELANES AND DRIVEWAY SHALL BE CONCRETE PAVEMENT, UNLESS OTHERWISE SHOWN. 2. MINIMUM FACE OF CURB RADIUS IS 30' FOR DESIGNATED FIRE LANES. 3. BUILDING & SITE LIGHTING SHALL COMPLY WITH LIGHTING ORDINANCE No. 693. 4. MINIMUM NON-FIRELANE FACE OF CURB RADIUS IS 2' UNLESS OTHERWISE NOTED. 5. EASEMENTS FOR FIRE HYDRANT, AND WATER METERS WILL BE SHOWN ON FINAL PLAT. 6. AN AUTOMATIC FIRE SPRINKLER SYSTEM WILL BE REQUIRED FOR BUILDINGS OVER 6,000 SQUARE FEET(PER 2009 I.F.C. SEC. 903.211.9 AS AMENDED). 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. 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. IMAXIMUM NUMBER OF STORIES 2 IMAXIMUM BUILDING HEIGHT 42'-7" (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 SCALE 1 "= 40' 0 20 40 80 120 GRAPHIC SCALE IN FEET ❑\/ Tl_t� - AMPHITHEATER W Ld o � o o g 0CO W I I I=SAN SABA I MOND PROJECTPROJECT LOCATION I- P UNITY WAY ❑ _ I� w O I v Iz '� ��IA D q < N I I b. it " SOUTHLAKE BLVD D 9 FI J ` I White Chapel �J ❑ ❑ I Cemetery I I o I o Z a_ TARRANT COUNTY =FER TO LANDSCAPE PL %N )R CONCRETE PATTERNS & MAPSCO F25 -G ❑ I x• ARDSCAPE DETAILS I • ❑ VICINITY MAP ED LIGHT STANDARD • OPOSED (NOT TO SCALE) 1TDOOR ❑ EXISTING L- E G E N PORTS V DETENTION FP • FLAG POLE FIELD POND \ / SIGN TRAFFIC SIGN -� \ �l / ►--►--►--►-- PUBLIC ACCESS ROUTE \ f PROPERTY LINE NE \ \ / x FENCE ❑ D :NCLOSURE WITH OHL OVERHEAD UTILITY LINE �❑❑ SCREEN WALL V / j• X PROPOSED FENCE AETAL ACCESS GATE PHASE 2 CONSTRUCTION LIMITS ATCH BUILDING) / �f PP, POWER POLE • ` Ls LIGHT STANDARD D LIGHT STANDARD `� \ / WIVIO WATER METER / wv® WATER VALVE IN C / / CV® IRRIGATION CONTROL VALVE FHS FIRE HYDRANT ' w w 15 WATER EAS E - s (Z a C) - = o CLEANOUT ®Y Cv o a!MH ❑O MANHOLE ICVWM® M Z W (z7 icv 1 �,• 0 J L T PROPOSED FIRE HYDRANT SS W Q PROPOSED MANHOLE S- PROPOSED FDC CONNECION PP, - ® PROPOSED BARRIER FREE RAMP Or /, a x • PROPOSED LIGHT STANDARD 2"G - - E2"G 2..G GUY ;ONDUIT PROPOSED ACCESS SMI" T ®ICv _ - I & UTILITY EASEMENT / I CO �T _J LOT 1, BLOCK1 FIRELANE PAVEMENT SCP �, )UTHLAKE OAKS ADDITION REFER TO HARDSCAPE PLANS (Z'� ZONING: FOR STAMPED CONCRETE SOUTHLAKE OAKS II, L.L.C. C2 - LOCAL RETAIL COMMERCIAL W LAYOUT L.U.D.=RETAIL COMMERCIAL wT (INST. NO. D207421640) .. (rnc uu"awx) PROPOSED VARIABLE WIDTH SIDEWALK ARCHITECT PARKING & NON-FIRELANE w /llw�1 1 PAVEMENT 8. FIRE DEPARTMENT SPRINKLER CONNECTIONS, FDC, ARE TO BE FIVE INCH STORZ CONNECTION WITH A 30 DEGREE DOWN ELBOW AND A KNOX LOCKING CAP. 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 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 FIRE HYDRANT AND WITHIN 50 FEET OF FIRE DEPARTMENT ACCESS. 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 BE SCREENED BY A MINIMUM EIGHT FOOT (8') SOLID MASONRY SCREEN AND SHALL UTILIZE SIMILAR MASONRY MATERIALS TO THE PRINCIPAL STRUCTURE. ♦ ®•07-22'16 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 RINKER SEACAT ARCHITECTURE 3457 RINGSBY Ct #200 DENVER, CO 80216 CONTACT: KIP JAMESON SENIOR PROJECT MANAGER PH: 214-223-0477 EMAIL: KIPJAMESON@BRSARCH.COM ENGINEER PACHECO KOCH CONSULTING ENGINEERS 7557 RAMBLER ROAD, SUITE 1400 DALLAS, TEXAS 75231 PH: 972-235-3031 FAX: 972-235-9544 CONTACT JAVIER JARAMILLO OWNER CITY OF SOUTHLAKE 1400 MAIN STREET SOUTHLAKE, TEXAS 76092 CONTACT: CHRIS TRIBBLE DIRECTOR OF COMMUNITY SERVICES PH: 817-748-8021 EMAIL: CTRI BBLE@CI. SOUTH LAKE. TX. US BARKER R I N K E R S E A C A T ARCHITECTURE W00 01."*1 o Q U °X 2 >-UJ z � Y O O N �U) 0. 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W c1 • "�(� • w W .. W . W .. LL y \ 1 _ 4 • W WOOD RETAINING WALL _ - - . . (LANDSCAPING P LES) W • y 90 663 13`� 38 MULli TRUNK CEDAR ELM • I - �ul \ • W .. a -� %/ / `\ \ /. 2 . y . W w „. W + W ` L n W e �4� -_ yWy.W.. :yW WWWWyy NSU H 0 LY vy , -TRUNK CED' R ELM a W u W .- u W y - 1596 // • 6 1 \ 6 = • 'l Z WDAR ELM '+qwy£ - _ • \\\ .. W W y w W . w \ `�30" MUkTI-TRUNK CEDAR --ELM 1599 1 �'^� � - � �L�•r "' "• '• �' '� 1 W F i L 0 r ��- .�;� r 1 46 C40AR ELM ' - �Ilv • I r 8 0. MULTI -TRUNK OAK •6601 0 TI -TRU -.-' • I y •�J rr O 3 612 ) PAVL :v ♦ �(99) A A s 24 MUr TI -TRUNK MIS TRFt //i pV /�/A r I ' Q (3) CAL 46 H4GEDHR CI<SEREr 'ham 1 —� i /�••� � / � \ 77)\� ��`/ 0 =M a BARKER R I N K E R S E A C A T ARCHITECTURE z 31 LIR M . y l i) IUG Iv \ jcN -15 I r LUUK L Project Number: 2013.037.02 y'' J v' StRPao3 FF EL. 650.00 ` Issue: SITE SUBMITTAL O 1 -- •e 2 NEP F1 �R � 1 y . Date: 07-22-2016 03217 3 (7) NAN C1 v - v �T, `11CPAK (3) MIS S GE R9 SF - ; (9) ILEI Drawn By: Kathrine Enriquez 550MESLAIITE - (3) RAS - Y RobertDeegan ar Checked B 6sT (1) QUE V t� ■mss` MR ORR ro I o (3) 7`t70T G '�' - n `� Revisions: / 17) ALD �(3) NtP F1 ..... / ' f"%1 1rIIIIIIIIIIIIIIIII`T I / ` / ` �� \ \ a :lY _' —� --- HASE 1 PLANTING / Issue: Date: \�o GRAVEL J y �I) Uut0 (2) NAN C HIS 0 10 20 40 Sheet title: I LANDSCAPE PLAN NORTH SCALE 1" = 20' L0002 © 2016 Barker Rinker Seacat Architecture dig 8� ( ,451 s� CYN T� (13) ILE C (16) MIS S ' (5) NEP F1 (4) SOPS - (8) NEP F (6) ILE VN (561 s� CYN T (6) NAN C (20) LIR M ,(14) ILE VN a BARKER R I N K E R S E A C A T ARCHITECTURE z 31 LIR M . y l i) IUG Iv \ jcN -15 I r LUUK L Project Number: 2013.037.02 y'' J v' StRPao3 FF EL. 650.00 ` Issue: SITE SUBMITTAL O 1 -- •e 2 NEP F1 �R � 1 y . Date: 07-22-2016 03217 3 (7) NAN C1 v - v �T, `11CPAK (3) MIS S GE R9 SF - ; (9) ILEI Drawn By: Kathrine Enriquez 550MESLAIITE - (3) RAS - Y RobertDeegan ar Checked B 6sT (1) QUE V t� ■mss` MR ORR ro I o (3) 7`t70T G '�' - n `� Revisions: / 17) ALD �(3) NtP F1 ..... / ' f"%1 1rIIIIIIIIIIIIIIIII`T I / ` / ` �� \ \ a :lY _' —� --- HASE 1 PLANTING / Issue: Date: \�o GRAVEL J y �I) Uut0 (2) NAN C HIS 0 10 20 40 Sheet title: I LANDSCAPE PLAN NORTH SCALE 1" = 20' L0002 © 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 QTY PROVIDED COMMON NAME PHASE 2 ONLY PHASE 1&2*** PHASE 2 ONLY PHASE 1&2*** INTERIOR PLANTING AREA SHOULD BE 30% OF THE 25,221 S.F. 32,119 S.F. 83,950 S.F. 170,000 S.F. S.F.OF BUILDING (PH.2 84,070 S.F., PH. 1&2 107,062 S.F.) Chinese Pistache 65 gal 4"Cal 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 379 S.F. 518 S.F. 338 S.F. 3,622 S.F. MUST BE IN FRONT AND ALONG SIDE BETWEEN 4"Cal 12-14'HT X 6-8'W BUFFER AND BUILDING QUE V6 PARKING LOT LANDSCAPE AREA (PH.1 & PH.2) Quercus virginiana Southern Live Oak 200 gal STANDARD 16-18'H X 16'W REQUIRED PROVIDED PHASE 1&2*** PHASE 1&2*** BASED ON PERCENTAGE OF PARKING LOCATED BETWEEN BUILDING FACADE AND ROW 45 gal 4"Cal (>75% = 30 S.F. PER PARKING STALL) 286 TOTAL SPACES PROVIDED ORNAMENTAL TREE ILE PH 8,580 S.F. 9,000 S.F. *PARKING LANDSCAPE AREA IS IN ADDITION TO THE INTERIOR LANDSCAPE AREA CONT 30 gal CAL 2"Cal PARKING ISLANDS LANDSCAPE B A R E R 12' FROM BACK OF CURB TO BACK OF CURB 3 Lagerstroemia indica 'Tuscarora' Crape Myrtle 'Tuscarora' MIN OF 1 CANOPY TREE PER ISLAND. IF SITE LIGHTING IN ISLAND, TWO ORNAMENTAL 2"Cal 8' H X 4'W TREE CAN REPLACE CANOPY TREE REST OF ISLAND MUST BE PLANTED SOPS BUFFERYARDS (PH.1 & PH. 2) Texas Mountain Laurel 30 gal STANDARD REQUIRED REQUIRED PROVIDED I K PER 100 L.F. VIT C 15 LENGTH Chaste Tree 30 gal 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 Abelia x grandiflora 'Edward Goucher' Glossy Abelia 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 Kathrine Enriquez Checked By: Robert Deegan 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 ILE PH QTY 13 BOTANICAL NAME Ilex vomitoria 'Pride of Houston' COMMON NAME Pride of Houston Yaupon CONT 30 gal CAL 2"Cal SIZE 8' H X 4'W B A R E R 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 R I K E R 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 S E A C A T 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 ARCHITECTURE 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 w 00 GI 10"1)11 LAN NG LEU F 134 9 Lantana x 'New Gold' Leucophyllum frutescens New Gold Lantana Texas Sage 1 gal 5 8" H x 12" W 2'H 2'W 0 p (n Q0 gal x LOR C 79 Loropetalum chinense 'Hines Purpleleaf Plum Delight' TM Fringe Flower 5 gal 2'H x 2'W < J ~ Q LOR P MAL D 12 48 Loro etalum chinense 'Purple Pixie' p p Malvaviscus drummondii Dwarf Fringe Flower g Turk's Cap 5 al g 1 18"H x 2' SPR 12" HT X 12" SPR O X gal 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" WU) MUH C 172 Muhlenbergia capillaris Gulf Muhly 1 gal 18" HT x 18" SPR 2 UJj NAN C 209 Nandina domestics 'Compacta' Dwarf Heavenly Bamboo 3 gal 18" HT x 18" SPR z � Q NAN Cl 50 Nandina domestics 'Compacta' Dwarf Heavenly Bamboo 1 gal O LO J NEP F 27 Nepeta x faassenii Catmint 3 gal O _ 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 U) 0 ROS 0 SAL L 28 28 Rosemarinus officinalis Salvia leucantha Rosemary Mexican Bush Sage 3 gal 3 gal 18" HT x 18" SPR 0 O CO SAL L1 15 Salvia leucantha Mexican Bush Sage 1 gal 15"HT X 15"SP 0� GROUND COVERS QTY BOTANICAL NAME COMMON NAME CONT SPACING SIZE ANN A CHA L 511 13 Annuals x Chasmanthium latifolium Annual Color Mix Inland Sea Oats 1 gal 1 gal 8" O.C. 2'6" O.C. FULL 12"H x 12" W U ELIO C 173 Euonymus fortunei 'Colorata' Purple -leaf Winter Creeper 1 gal 24" O.C. 6" H x 12" W EUO C2 722 Euonymus fortunei 'Colorata' Purple -leaf Winter Creeper 4"pot @ 18" LIR M 154 Liriope muscari Lily Turf 1 gal @ 2' O.C. w 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 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 �0003 © 2016 Barker Rinker Seacat Architecture 1 .— R:c: C ers �rc #CONCF BRICK E, 8"W� TY,.�az SHA D Y OAKS DRI IK (VARIABLE WIDTH R.O.W.) s ... ., -. �:, SOUTHLAKE OAKS, LLC. (INST. NO. D207421 5 7 7) dR:Gk BR�cR_� BR:�R-ti u� 0 - a� Gv\T �. MUL - RK ONE—STORY CfF�PB Mvaw BRICK BUILDING LOT 1, BLOCK1 SOUTHLAKE OAKS ADDITION SOUTHLAKE OAKS II, LLC. (INST. NO. D207421640) LEGEND - EXISTING TREE TO REMAIN - EXISTING TREE TO BE REMOVED 6' CONSTRUCTION BUFFER ZONE EXISTING TREE COVER PRESERVATION REQUIREMENTS {PHASE 1 & 2) TOTAL SITE AREA- 447,766 S. F. EXISTING TOTAL TREE COVER: 53,263 S. F. - TREE PROTECTION FENCING, 91Q OF COVER- 53,2631 447,766 SEE DETAIL'1', THIS SHEET SOUTHLAKE STANDARDS *% OF EXISTING TREE COVER MIN. % OF THE EXISTING TREE " -VISIBILITY TRIANGLE ON THE ENTIRE SITE" CATERGORY- COVER TO BE PRESERVED- .. ::.................: 0-20% 70% 0 20 40 80 RESULT REQUIRED PRESERVED TREE COVER- 37284 S.F. PROPOSED PRESERVED TREE COVER 41,799 S. F. = 78.5% SCALE 1 " = 40' N Jr 6'-0" MAX. Jr LIMIT OF FENCE PER PLAN 6' HT. TREE PROTECTION FENCING SECTION NTS BARKER R I IN K E R S E A C A T ARCHITECTURE July 22, 2GK6 Project Number: 2013,037,02 Issue: SITE SUBMITTAL Date: 07-22-2016 Drawn By: Kathrine Enriquez Checked By: TREE TABLE Revisions: Issue: Date: PolNTNo.. DESCRIPTION PCINTNO. DESIGRIPTION PC]INTNfl. DESCRIPT/QN PpJNTNo.. DESC'RIP71ON PpINTNQ. DESCRIPT/(?N u 1410 2" REAR 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 I" 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 ill 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 1065 3" OAK 1688 2" OAK 2540 3" CYPRESS 2917 6' CEDAR 3152 11' OAK li I 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 I1325 4" MULTI -TRUNK MISC. TREE 1748 3" OAK 2559 2" LIVE OAK 2939 5" MULTI -TRUNK HOLLY 3189 12" CEDAR ELM 1340 2" PLUM 1775 2" OAK 2564 6" DEAD TREE 2940 3" OAK 3190 20" CEDAR ELM II 1341 2' PLUM 1777 2" CEDAR ELM 2565 10" COTTONWOOD 2941 3' BRADFORD PEAR 3191 24" MULTI -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 a 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 20% 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 3088 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" MUL71-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 2" GUM BUMILIA 1601 18" MULTI- TRUNK ELM 2254 3" CYPRESS 2750 2" OAK 3127 30" MULTI -TRUNK OAK 3273 4" HACKBERRY i 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 BUMILA 1607 9" MULTI -TRUNK CEDAR ELM 2306 4" CYPRESS 2840 12" COTTONWOOD 3132 36" MULTI -TRUNK 3373 14" MULTI -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 3138 40" MUL71-TRUNK DEAD TREE 3390 10" BRADFORD PEAR 1611 15' CEDAR ELM 2354 2" OAK 2843 4" MISC. TREF 3139 24" OAK 3433 9" BRADFORD PEAR 1612 24" MULTI -TRUNK CEDAR ELM 2367 2" OAK 2844 20" MULTI -TRUNK COTTONWOOD 3140 18" MULTI --TRUNK OAK 3438 13" BRADFORD PEAR BARKER R I IN K E R S E A C A T ARCHITECTURE July 22, 2GK6 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 �0004 © 2016 Barker Rinker Seacat Architecture I 2013°037°02 iI I SITE SUBMITTAL Date: 07-22-2016 _N Kathrine Enriquez I I I. Robert Deegan Revisions: Issue: Date: I - �R s� a I -IA DY )AKS ��w c. )RI VE cv a w,Rcua�Es .BLE WIDTH R.O W) 1, a wp cm+a� ■ • I 7a 0 r I LEGEND NEON - EXISTING SIDEWALK � (6' MIN. WIDTH) PROPOSED SIDEWALK (6' MIN. WIDTH) URITY - ACCESSIBLE ACCESS ROUTE TO ■��� awBP1H �A Y (�W. DEDICATION BUILDING5' MIN. WIDTH) svwpNOT FOUND) BUILDING( ° - EXISTING WOODEN PRIVACY FENCE TO REMAIN �-PROPOSED ORNAMENTAL FENCE & GATE T n fl H/ `'�N= ACCESS CONTROL DURING EVENTS 0, 0W1 ( ) -PROPOSED ELITE FENCE & GATE AROUND PRACTICE FIELD I pHPSE 2 0 0 ` I o f� ■ ♦ ago � �&��.� � � o uo 1 SHAD Y OAKS —K DRI VE (VARIABLE WIDTH R.U.W.) I \\ 'I I o IaNi, II I �1 ■ STORY BRICK __ Ld BUILDING 15' SANITARY EASEoME T� O 8 S5 � LOT 1, BaLocK1 � s SOE OAKS ADDITION (CAB - � (CAB- A, SLIDE 3231) LOT 7, KSBLOCKAADDITION SO(CAB, DE 3231)) rw— ONE-STORY BRICK BUILDING ONE-STORY BRICK BUILDING ___L_ I LT__ 0 25 50 100 r NORTH SCALE 1 " = 50' 2 J 3'-9" J J 10'-0" O.C. MAX. NOTES: J 1. ALL WELDS TO BE GROUNDED SMOOTH 2 2. PAINT ALL IRON TUBING WITH (1) POLYESTER POWERCOAT PRIMER AND (1) _ — INDUSTRIAL ENAMEL FINISH COAT. COLOR ell,�r _JL LEL TO BE SELECTED BY OWNER. O BARREL HINGES DOUBLE GATE AT PATH, PROVIDE 6-0" /O RODS TO HOLDLE CH AND DROP GATE IN OPEN POSITION 4 O 4" SQ. STEEL TUBING POST, 3 MATERIAL M.2 5 lE ❑F O M. SQ. STEEL PICKET, MATERIAL J _ g M.2 2" 11n��—— �E❑' IECC� T e 1" SQ. STEEL TUBING RAIL, �LF— �F_� �O O MATERIAL M.2 —III—�—� =1 I I—III—III—III—III—III—III—I- —I 0 SLOPE CONCRETE AWAY FROM 2 -� 1 1 1-1 I I-T-111-11�-� O POST CJI -I 1 lI I I I I III � I I 1l l l � i 1l l l i III— I I (D FINISHED GRADE 4 � eD CONCRETEFOOTER ORNAMENTAL FENCE AND GATE 1 N.T.S. O6' ELITE FENCE N.T.S. OPHOTO OF EX. PRIVACY FENCE BARKER R I N K E R S E A C A T ARCHITECTURE W 00 'C") CO'**,) (.0 r1__ Q � DU) J U 0x LU ~ �Z Y �_O D U) 0. a CY 75 U) 0� Q a= � U W 2 H July 22, 2GK6 Project Number: 2013°037°02 Issue: SITE SUBMITTAL Date: 07-22-2016 Drawn By: Kathrine Enriquez fi Robert Deegan Revisions: Issue: Date: II I �1 ■ STORY BRICK __ Ld BUILDING 15' SANITARY EASEoME T� O 8 S5 � LOT 1, BaLocK1 � s SOE OAKS ADDITION (CAB - � (CAB- A, SLIDE 3231) LOT 7, KSBLOCKAADDITION SO(CAB, DE 3231)) rw— ONE-STORY BRICK BUILDING ONE-STORY BRICK BUILDING ___L_ I LT__ 0 25 50 100 r NORTH SCALE 1 " = 50' 2 J 3'-9" J J 10'-0" O.C. MAX. NOTES: J 1. ALL WELDS TO BE GROUNDED SMOOTH 2 2. PAINT ALL IRON TUBING WITH (1) POLYESTER POWERCOAT PRIMER AND (1) _ — INDUSTRIAL ENAMEL FINISH COAT. COLOR ell,�r _JL LEL TO BE SELECTED BY OWNER. O BARREL HINGES DOUBLE GATE AT PATH, PROVIDE 6-0" /O RODS TO HOLDLE CH AND DROP GATE IN OPEN POSITION 4 O 4" SQ. STEEL TUBING POST, 3 MATERIAL M.2 5 lE ❑F O M. SQ. STEEL PICKET, MATERIAL J _ g M.2 2" 11n��—— �E❑' IECC� T e 1" SQ. STEEL TUBING RAIL, �LF— �F_� �O O MATERIAL M.2 —III—�—� =1 I I—III—III—III—III—III—III—I- —I 0 SLOPE CONCRETE AWAY FROM 2 -� 1 1 1-1 I I-T-111-11�-� O POST CJI -I 1 lI I I I I III � I I 1l l l � i 1l l l i III— I I (D FINISHED GRADE 4 � eD CONCRETEFOOTER ORNAMENTAL FENCE AND GATE 1 N.T.S. O6' ELITE FENCE N.T.S. OPHOTO OF EX. PRIVACY FENCE BARKER R I N K E R S E A C A T ARCHITECTURE W 00 'C") CO'**,) (.0 r1__ Q � DU) J U 0x LU ~ �Z Y �_O D U) 0. a CY 75 U) 0� Q a= � U W 2 H July 22, 2GK6 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: N.T.S. PEDESTRIAN ACCESS, FENCING PLAN 111111111111111110005 © 2016 Barker Rinker Seacat Architecture ARTICULATION ANALYSIS - NORTH A - ELEVATION MASONRY 80% / NON -MASONRY 20% 05 3/32"=V-01 ?X, jio e = T i����������.iii%%' 28'- 7 5/8" 94'-8" ARTICULATION ANALYSIS - NORTH A - PLAN 05 3(32"= r.0" METAL COMPOSITE MATERIAL (MCM) GLASS FIBER REINFORCED FACING BRICK - COLORA WALLS PANELS CONCRETE FACING BRICK-COLORB FACING BRICK - COLORA FACING BRICK - COLORB CAST STONE MASONRY SYSTEM dim STONE MASONRY VENEER SYSTEM- -_ — ------ __ __ _ y.. TYPE CLERESTORY BEARING AMI .. � � — — _ — 139-V FACING BRICK -COLOR A FACING BRICK - COLOR A STONE MASONRY SYSTEM '` LJL—III—JLJ J' SECOND FLOOR 6' - 0" T ARTICULATION ANALYSIS - NORTHWEST - ELEVATION �A05 3/32° = 1.4. MASONRY 91 % / NON -MASONRY 9% 20'- 0 1/2" YSTEM :ESTORY BEARING 139'- 0" R REINFORCED CK - COLORB ;ONRYVENEER SYSTEM - E MASONRY SYSTEM CK - COLORB SECOND FLOOR 116' - 0" FIRST FLOOR 100-o" o" 0'• 7• -31/4" 11-3 %%jjjj ARTICULATION ANALYSIS - NORTHWEST - PLAN A05 3132"=11-0" 24, - 0" T 54 NORTH - A 1&2/A05 EY PLAN 1&3/A06 MASONRY ANALYSIS TOTAL ALL FACADES: MASONRY 81.3% NON -MASONRY 18.7% ry Cf) 00 Z Z Y UEL- O Q U U) Y N /r w 0 '_ O � Q Q }�X W .0 Lw Project Number: 2013.037.02 Issue: 100% DD Date: 3-11-2016 Drawn By: AO1110f Checked By: Checker Revisions: Issue: Date: Sheet title: BUILDING ARTICULATION ANALYSIS A05 ©2014 Barker Rinker Seacal Architecture � ARTICULATION ANALYSIS -SOUTH -ELEVATION 406 3/32" = 1'-0" LOR A NRY SYSTEM MASONRY 84% / NON -MASONRY 16% 17'-0" 14'-0" 13 ARTICULATION ANALYSIS - SOUTH - PLAN \A06 3/32' = r-0" 14'-0" j - j N j � M j j 6'_4" 2'-4" j jo v 0 FO 0 b T.O. GYM RF 132? -00 " SECOND FLOOR 116' - 0" FIRST FLOOR 100'-0" ARTICULATION ANALYSIS - WEST A - ELEVATION 06 3/32" =1'-0" CAST STONE MASONRY SYSTEM FACING BRICK - COLOR A = CONCRETE BLOCK Z o _ -7 5Z 7 --7 7 7 7 _ i FIRST FLOOR 7 � 100' _ 0" ea, ^a , SECT - UTILITY YARD WALL �A06� vz' =1'-0" IRST FLOOR 100' - 0" NORTH - A 1 &2 / A05 1 &3 / A06 EY PLAN MASONRY ANALYSIS TOTAL ALL FACADES: MASONRY 81.3% NON -MASONRY 18.7% r__ LO CD M � o oM W U X U - LL `v o c m U Lo ti>v� v o M D M L ry C/) 00 r) V ) W Z :::) V U O Q Q U L0 � N Q .. LLJJ Z O U) 0 < Of }fix LLJW 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 A06 ©2014 Barker Rinker Seacat Architecture ARTICULATION ANALYSIS - SOUTHEAST - ELEVATION 3/32•,1'-U' GLASS FIBER REINFORCED CONCRETE FACING BRICK - COLOR CAST STONE MASONRY SYSTEM -- FACING BRICK - COLOR GLASS FIBER REINFORCED CONCRETE FACING BRICK - COLOR ■ CAST STONE MASONRY SYSTEI` . STONE MASONRY VENEER SYSTEM - TYPE A METAL COMPOSITE MATERIAL (MCM) WALLS PANELS GLASS FIBER REINFORCED CONCRETE 7ACING BRICK - COLOR A CLERESTORY BEARING 139-u T.O. AQUATICS/ OFFICES/ _ LOBBY 132' - 0" MASONRY 87%/NON-MASONRY 13% SECOND FLOOR 116' _0 0" FIRST FLOOR 100' _0 0" 15'- 9 3/16" ARTICULATION ANALYSIS - SOUTHEAST - PLAN A07 / 3/32' =1' 0" 32'- 8" 7 2013.037.02 7 4" 24'_0" 3-11-2016 Drawn By: Author Checked By: 32'- 8" 0 i C ® Q F- 0 LU 00 CDQ N 1&3/A06 H.T.1111111E, MASONRY ANALYSIS TOTAL ALL FACADES: MASONRY 81.3% NON -MASONRY 18.7% PLAN Cf) CO = ZD Y UEL- O Q Q U W LU Coo N J � 0 '_ WLn °OX Q W VV) - w � 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 A07 ©2014 Barker Rinker Seacat Architecture GLASS FIBER REINFORCED CONCRETE FACING BRICK -COLOR B CAST STONE MASONRY SYSTEM STONE MASONRY VENEER SYSTEM - TYPE A FACING BRICK - COLOR BFACING BRICK - COLOR A CAST STONE MASONRY SYSTEM CAST STONE MASONRY SYSTEM 1 1- ARTICULATION ANALYSIS - WEST A - ELEVATION \A08 3132"=1'0" IG BRICK - COLOR B STONE MASONRY SYSTEM E MASONRY VENEER SYSTEM - B N I I In , d' .'ACING BRICK - COLOR A — CAST STONE MASONRY SYSTEM — MASONRY 90% / NON -MASONRY 10% 20'- 0" ARTICULATION ANALYSIS - WEST A - PLAN 06 3132" =1'-0" 99'- 1 1/2" FY7Q9Y CLERESTORY BEARING 139'-0" \ T.O. AQUATICS/ OFFICES/ LOBBY 132'- 0" - 3LASS FIBER REINFORCED STONEMASONRY VENEER SYSTEM - TYPE B STONE MASONRY SYSTEM SECOND FLOOR 116 0" FACING BRICK - COLOR B STONE MASONRY SYSTEM _ FIRST FLOOR 100' - 0" Q F- rn W i NORTH -A EY PLAN 10/A06 MASONRY ANALYSIS TOTAL ALL FACADES: MASONRY 81.3% NON -MASONRY 18.7% LL Cf) CO Z ZD Y U O Q Q 2 = U LU 000 N J � 0 '_ U)Ln °OX t W VV) - W 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 A08 ©2014 Barker Rinker Seacat Architecture EX. TC 673.22 / EX. G 672.72 TC 668.22 ° ° I TC 669.00 G 667.72 /G 668.50 ° I TW 670.18 E 68.06 TC 6E G 6E ° TC 665.45 EL 6E 664.95 al I E 0 I � ' � TW 669.43/ EL 617.02\ �C ° BTW _667. 72 6 . L 66 .74 C EL 664.7 1 EL 66 .84 ° EL 665.3 i / TC 665.19 G 664.69 ° TC 665.16 G h .66 J n ° J ° 6 0 ° �� °. I TC 665.70 663 6�0� G TC 662 M63.34 I Y V TC 663.83 / G 663.33 AD MATCHLINE SHEET C3.1 Y��IYH6 O/ r(��~ • 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. SCALE 1"=20 0 10 20 40 60 GRAPHIC 671.22 V-1 ;69.8 B. BOLLARD EM® ELECTRIC METER PP• W 670.57 ° I TW 670.18 E 68.06 TC 6E G 6E ° TC 665.45 EL 6E 664.95 al I E 0 I � ' � TW 669.43/ EL 617.02\ �C ° BTW _667. 72 6 . L 66 .74 C EL 664.7 1 EL 66 .84 ° EL 665.3 i / TC 665.19 G 664.69 ° TC 665.16 G h .66 J n ° J ° 6 0 ° �� °. I TC 665.70 663 6�0� G TC 662 M63.34 I Y V TC 663.83 / G 663.33 AD MATCHLINE SHEET C3.1 Y��IYH6 O/ r(��~ • 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. SCALE 1"=20 0 10 20 40 60 GRAPHIC SCALE IN FEET L- E- G E- ISI D B. BOLLARD EM® ELECTRIC METER PP• POWER POLE Ls_)�_ 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 TELE TELEPHONE BOX BARKER R I N K E R S E A C A T ARCHITECTURE -2y FLOOD LIGHT UJ FP • FLAG POLE SIGN TRAFFIC SIGN PHASE 1 -THE M AR Q SOUTH LAK E - - - - - PHASE 2 CONSTRUCTION LIMITS LEGENDS HALL -X FEOCERTY LINE F.F.E. 650.00 OHL OVERHEAD UTILITY LINE 613 EXIST CONTOUR 612.39 EXIST SPOT ELEVATION TC 612.39 EXIST TOP OF CURB ELEVATION G 611.92 EXIST GUTTER ELEVATION 571 PROPOSED CONTOUR O TC 614.50 PROPOSED TOP OF CURB ELEVATION G 614.00-'X PROPOSED GUTTER ELEVATION EL 614.50 _ -X PROPOSED SPOT ELEVATION U) MG X MATCH EXISTING GRADE TW 614.50 PROPOSED TOP OF WALL ELEVATION 0 EL 610.00 _X PROPOSED GROUND ELEVATION AT BOTTOM OF WALL ' - PROPOSED DRAINAGE FLOW DIRECTION 0 PROPOSED SWALE < 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 O � GREATER THAN 5% (UNLESS OTHERWISE NOTED) AND A CROSS SLOPE NO GREATER THAN 2%. O 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 6.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. 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 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 X PLANS FOR TREE MITIGATION. 18. REFER TO LANDSCAPE SHEETS FOR RETAINING WALL PLANS & DETAILS. SITE GRADES WERE SET BY NORRIS DESIGN LANDSCAPE ARCHITECTS AND REVIEWED $ " COORDINATED WITH PACHECO KOCH CONSULTING ENGINEERS M 1..1..1 � N U) O Cfl QV J U oQ >_ w Z 2 co LLQ Q O 06 06 J Project Number: 2013.037.02 Issue: SITE SUBMITTAL Date: 06-27-2016 Drawn By: KCM Checked J DJ By: Revisions: lower Date Sheet CASE NO: title: PRELIMINARY GRADING PLAN ZA16-047 7557 RAMBLER ROAD, SUITE 1400 Tacheco Koch DALLAS, TX 75231 972.235.3031 C300 TX REG. ENGINEERING FIRM F-14439 - - - - - -- TX REG. SURVEYING FIRM LS -10193805 © 2016 Barker Rinker Seacat Architecture -Em Mr MMMM III_ -OHL a I r6,� ° 1; ° ° J 0) 1 °6 , O J `I 1 1 62 66 EL 659.98 1 I ° EL 649.77 �� EL 659.57 R P _ O YO F4-S] GAS °° � 6h� � ° ° TW 660.00 'EL 64,.80 ° °y ° TC 660.0 ° 659.54 TW 660.00' 661 TC 659.35 ° EL 649,80 EL 650.00 1 TEL a -- y ° JW 660.00 EL 649.89 EL 650.00 ° °° FLOOD LIGHT I G 658.85 ° w fn 1 � _ EL °649.8 EL 649.96 EL 650.58 FP • FLAG POLE �L 50.2 /° , J ° a SIGN_ TRAFFIC SIGN 6 1,5% ° JW 660.00 ° ° LPHASE 2 CONSTRUCTION LIMITS EL 649.8 ° ° J ° < J b PROPERTY LINE ,.3% J �� U2 9% ° EL 650.63. J ° X FENCE 2� �G�1 ° EL 650:63 OHL OVERHEAD UTILITY LINE EL 650.05 EL J649.95r-L 649.78 912.39 EXIST SPOT ELEVATION 613 EXIST CONTOUR J I ° ° ° EL 650.00 ° ° ° ° ° EL 650.00 (O TC 612.39 EXIST TOP OF CURB ELEVATION • I ° ° TW 655.50 ° EL 650.13 a J ° ° G 611.92 EXIST GUTTER ELEVATION ° ° 1°,° (.0 � J EL 650.11 ° ° ° ° ° EL 649.81 571 PROPOSED CONTOUR O yp° TC 614.50 PROPOSED TOP OF CURB ELEVATION O G 614.00 PROPOSED GUTTER ELEVATION ° 8 EL 649.95 ° EL 649. 7 ° ° ' TC 648.72 ° EL 614.50 ° / ° a G 648.22 � -X PROPOSED SPOT ELEVATION U) TC 655.31 EL '649.88 ° TC 647.68 co MG TC 655.00 G 654.81 ° aJ ° J a G 647.18 � MATCH EXISTING GRADE V 1 ^ G 654.50 EL 655.19 EL 6 0.02 ° Oj EL 648.34 ° TW 614.50 PROPOSED TOP OF WALL ELEVATION p` _x PROPOSED GROUND ELEVATION AT 1 � � "' ° L 652. 9 ° ° ° 6 EL 647.84 ° �' EL 648.34 EL 610.00 Q ° TC 654.80 L650.31 ° J ° ILL 647.8 BOTTOM OF WALL 1 ° ° EL 647.84 PROPOSED DRAINAGE FLOW DIRECTION a - I rpt G 654.30 EL 654.8 I � EL 647.68 TC 654.60 EL 655. ° J �p�` ° \ EL 646.7'7 PROPOSED SWALE ° I G 654.10 / J ° Y EL 652.49 TC 653.06 TC 650.55/ TIC 647.81 ' G 652.56 G 650.05 G 647.31 j EL 646.88 TC 652.89 EL 647.58 EL 647.73 a GRADING 8� DRAINAGE GENERAL NOTESUJ ° G 652.39 EL "647.74 ' 16.78 647.76 EL 646.67 EL 1. REFER TO GEOTECHNICAL REPORT FOR REQUIREMENTS REGARDING FILL P (A) �j''J 3.4% GC 647.26 TC 648.13 �( COMPACTION AND MOISTURE CONTENT. _ & c o 6 TC 653.10 G 647.63 ° \ EL 648.39 1 2. UNLESS NOTED, ALL FILL IS TO BE COMPACTED TO A MINIMUM OF 95% ' J G 652.10 I o TC 647.76 ° STANDARD PROCTOR DENSITY WITHIN 3% OF OPTIMUM MOISTURE CONTENT. G 647.26 TC 647.05 L 47.28 EL 644.66 EL 647.09 FILL TO BE PLACED IN MAXIMUM LIFTS OF 6 INCHES. Y (0 h - G 646.55 ° _ ��"j p� 3. SIDEWALKS AND ACCESSIBLE ROUTES SHALL HAVE A RUNNING SLOPE NO J c h TC 652.96 3.1 o (0 c0 c0 `\ - : ■ , a a a _ , ■ (0 c0 <0 c0 TC 652.54 TC 647.75 _ _ 45.16 GREATER THAN 5% (UNLESS OTHERWISE NOTED) AND A CROSS SLOPE NO G 652.46 / G 652.04 G 647.25 a GREATER THAN 2%. a D TC 648.27 TC 646.97 EL 644.5C 4. GRADING OF ALL HANDICAPPED SPACES AND ROUTES TO CONFORM TO G 646.47 FEDERAL, STATE, AND LOCAL GUIDELINES. I G 647.77 ° F 645.06 ° , 5. ALL PROPOSED AND EXISTING GRADES IN NON -PAVED AREAS ARE TC 652.10 GC 647.22 co646.72 �' FI_ X44.39 MATERIAL).GRADE" (i.e. IN LANDSCAPE BEDS, TOP OF MULCH/BEDDING I o I G 651.60 ® TC 650.24 1 - _ �/'6s TC 652.55 G 649.74 TC 647.82 TC 645.70 \ 6. UNLESS NOTED, STORM DRAIN LINES SHALL BE OF THE FOLLOWING °v 1� 2 G 652.05 G 647.32 G 645.20 TC 645.05 MATERIALS AND INSTALLED IN ACCORDANCE WITH MANUFACTURER'S _.� _ 1 °� SS G 644.55 SPECIFICATIONS: 6.A. RCP C-76, CLASS III ss L_� TC 646.07 6.B. ADS N-12 ^ 645.57 UNLESS RANCOR HI -Q fs' wooD E- 7. UNLESS NOTED, GRATE INLETS TO BE "HANSON PIPE AND PRECAST" CATCH BASIN SIZED AS SHOWN, OR APPROVED EQUAL. _ _x x 653 _ 4 H a III _ �c s x ■ ■ y X ■ CIS ■ ■ u ■ I� ■ ■ �I ■ vit ■ ■ ■ IIS ■ = v v VrIL i 8. FINAL PAVING, CURB, AND SIDEWALK ELEVATIONS WILL BE PLACED AT PLUS OR MINUS 0.03 FOOT. RD � 65�j 439.74 � - - - - � - Vj - ICV® PP 439.74 9. REFER TO LANDSCAPE SPECIFICATIONS FOR SEEDING AND SODDING REQUIREMENTS. GRATE INLET= PADS ELEC 10. ANY CONCRETE, ROCK, OR MATERIAL DEEMED BY THE ENGINEER TO BE FL= 639.0± UNSUITABLE FOR SUBGRADE SHALL BE DISPOSED OF OFFSITE AT IELECFDC FDCELEI CONTRACTOR'S EXPENSE. r, 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 O LIFTS TO THE TOP OF SUBGRADE TO A MINIMUM OF 95% STANDARD CO LOT 1, BLOCK1 n CO PROCTOR DENSITY IN ACCORDANCE WITH NCTCOG ITEM 504.5 UNLESS O 'n O OTHERWISE SHOWN ON THESE PLANS OR STATED IN THE STANDARD CITY SOUTHLAKE OAKS ADDITION > SPECIFICATIONS. B g' 3'9 �' BRICK " 12. EMBEDMENT SHALL CONFORM TO THE REQUIREMENTS OF NCTCOG ITEM 1 p o DUMPSTER - 504.5 UNLESS OTHERWISE SHOWN ON THESE PLANS OR STATED IN THE 1 _ PP�AS) (6� g ONE-STORY ENCLOSURE (2) GT STANDARD CITY SPECIFICATIONS. M CONCRETE 13. A ROUND MANHOLE COVER MEETING CITY SPECIFICATIONS SHALL BE COND. VAULT f SOUTHLAKE OAKS, LLC. BRICK BUILDING I a PLACED IN ALL INLET TOPS NEAR THE OUTLET PIPE. (INST. NO. D207421577) 14. ALL CONCRETE FOR INLETS AND DRAINAGE STRUCTURES SHALL CONFORM ®ICv VAULT TO NCTCOG ITEM 702.2.4, CLASS "A" (3000 PSI) UNLESS OTHERWISE USS 3.9 (TYPE UNKNOWN) SHOWN ON THESE PLANS OR STATED IN STANDARD CITY SPECIFICATIONS. ONE-STORY 15. CRUSHED STONE BEDDING OR APPROVED EQUAL SHALL BE PROVIDED BY THE CONTRACTOR WHEN ROCK IS ENCOUNTERED IN TRENCHES. THERE - BRICK BUILDING SHALL BE NO ADDITIONAL PAY ITEM FOR CRUSHED STONE BEDDING. a 16. IF REQUIRED DUE TO CONSTRUCTION, POWER POLES TO BE BRACED OR 1 I F.F.E.=649.50± I RELOCATED AT CONTRACTOR'S EXPENSE. I l I 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 MATCHLINE SHEET C3.0 SOUTHLAKE CHAMPIONS EL 660.93 CLUB AT THE MARQ EL 660.64 PHASE 2 TW 660.00 1ST FLOOR EL 650.00 F.F.E. 650.00 SITE GRADES WERE SET BY NORRIS DESIGN LANDSCAPE ARCHITECTS AND REVIEWED & COORDINATED WITH PACHECO KOCH CONSULTING ENGINEERS OW� �� SEL".I" M I! M M M M M M M M M IW ' J � EL 647.09 ° EL 649.58 I• BARKER R I N K E R S E A C A T ARCHITECTURE Vol �I 1 1 I HH (VERIZON) � N O CO OQ LlJ 2 LIJ LoJ N O U) Project Number: 2013.037.02 Issue: SITE SUBMITTAL Date: 06-27-2016 Drawn By: KCM Checked J DJ E 0 F TF®�A By: i : '•.9s�� Revisions: r oil lssux Date JAVIER *DAARAMILL0 R :......91007......: Ifd'�c'��CENSE� aw� IMP D / -22- • 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. Sheet title: PRELIMINARY GRADING PLAN CASE NO: ZA16-047 7557 RAMBLER ROAD, SUITE 1400 Pacheco Koch DALLAS, TX 75231 972.235.3031 C301 TX REG. ENGINEERING FIRM F-14439 - - - -- _-- -- TX REG. SURVEYING FIRM LS -10193805 © 2016 Barker Rinker Seacat Architecture SCALE 1"=20' 0 10 20 40 60 GRAPHIC SCALE IN FEET I- E- G E- ISI D B. BOLLARD EM® ELECTRIC METER PP, POWER POLE Ls_)�_ LIGHT STANDARD WMo WATER METER WV® WATER VALVE CV® IRRIGATION CONTROL VALVE FH* FIRE HYDRANT Co. CLEANOUT MHO MANHOLE TSC ❑ TRAFFIC SIGNAL CONTROL TSP • TRAFFIC SIGNAL POLE TELE TELEPHONE BOX BARKER R I N K E R S E A C A T ARCHITECTURE Vol �I 1 1 I HH (VERIZON) � N O CO OQ LlJ 2 LIJ LoJ N O U) Project Number: 2013.037.02 Issue: SITE SUBMITTAL Date: 06-27-2016 Drawn By: KCM Checked J DJ E 0 F TF®�A By: i : '•.9s�� Revisions: r oil lssux Date JAVIER *DAARAMILL0 R :......91007......: Ifd'�c'��CENSE� aw� IMP D / -22- • 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. Sheet title: PRELIMINARY GRADING PLAN CASE NO: ZA16-047 7557 RAMBLER ROAD, SUITE 1400 Pacheco Koch DALLAS, TX 75231 972.235.3031 C301 TX REG. ENGINEERING FIRM F-14439 - - - -- _-- -- TX REG. SURVEYING FIRM LS -10193805 © 2016 Barker Rinker Seacat Architecture -`I FERNIER SICK C"Zs �/ 'w/sLACF01[ ' SIGN ' V , ` CONCRETE AND BRICK COLWNS W/ %AOPCLE ;BRICK J '• �+ ., 0•• BRICK D •. �. I w C Qun; W/ PLAQIES ig CONCRETE rWD BRICK -NS \ CONCRETE AND • W/ PLAQUES L%WG ELEC BRIM COLUMNS ' W/ PLAQUES �MM ARD ICV BRIM COLUMNS ' CONCRETE ANO W/ PLAW6 BRICK COLUMNS W/ PP W/ ®® CV BRIM H°FL.. ANS %ANTER ' COND. CV W/ PLAWES ' & TRANS. _ B I CRETE AN _L BRIE . GLUMNSES OWM 2"G • `O 2"G co 6�4 `o � � OWM c9 DA A 1.20 ® 9.98 II N MEP + (� 63 � �s 0,do �� PP OW 0 GM TEL FH 'WV o� °'� (0 CITY OF SOUTHLA- �� ' INST. NO. D205010312) WQQQ Box � 6) M o f � . A Y (C N i 00 � w I� El d'I r GV00ICV LS • • 1.5' CONCRETE WALL W/ BRICK CIXLMNS F W ICV ®ICV A M 0 SIGN ICV '�•'�. IS' CIXICRETE WALL mm COLUMNS 3' METAL • � '. .- /.. ---FENCE s OR, + •' ,. BPoCK BRICK -,lo N Jim N EX. 10' CURB INLET .� - - - --- a 'UNITY -MA r BRIGK BRICK LS BRICK BRICK _ cV Iry • (2) OW u `1.5' CQNCREiE WALL (s) IN w/ RIncK cauMNs uoi � h° DA IS ®ICV co co <o co 0.83 „ `O ®Icv EX. 10 CURB INLET ,- G 6.90 CH. BC'.G Ln L / - LO '0?N �� I POND 4 R.C.P. / ,Q EXISTING DETENTION POND - - 100 -YR WSE = 641.27 DA C 1.22 10.15 • /C ra � off.• r j 00 LO 651 DA E . 4.06 \\ 33.74 ■ l- ICV ■ 655 ■ ■ ■ 7 654 ■ GAS , I \ 653 XISTI G I ET / V 6 p CO . 0 IGNN W)I� • �^ �� cea SIdV • • 01 � V l � l•/'� //r�I�l (0AP�VEMQIIT Q) J Y I\ CiYX 646 DA D 2.36 C 19.63 l� 64S X645 o� r cO CG• EX 3V .II JJ O 0 Icv POND ' SPLLWAV SII /y��/ - L 3 530�0� X Tf (A -1L \'PP '/735.76' �!� 7 ' a. G 735.• Z H GUY IT BRICKµ0 • � CONCRETE .13I II ul �QK E WA11 N ICV CONDUIT ® TGG V �FI LOT 1, BLOCKI a SCALE GT 3.,,. LOT 1, BLOCK1 title• CASE NO: PRELIMINARY a SOUTHLAKE OAKS ADDITION 0 20 40 1"=40' 80 120 SOUTHLAKE OAKS ADDITION DRAINAGE AREASTING MAP B (� B - GRAPHIC SCALE IN FEET °' SOUTHLAKE OAKS, LLC. BRICK BUILDING ' o D I M `gym Q�GRE,E SOUTHLAKE OAKS II, LLC. I E G E N C� _ coN �'� / ) `�' INST. N 0. D207421577 \ - .. • •• B. BOLLARD ONE-STORY BRICK BUILDING (INST. NO. D207421640) • , �. EM® ELECTRIC METER -- PROPERTY LINE Pacheco 7557 RAMBLER ROAD, SUITE 1400 DALLAS, TX 75231 972.235.303 1 Koch C400 cl PP• POWER POLE x FENCE i��p Ls LIGHT STANDARD ■ � M M ■ PROPOSED DRAINAGE DIVIDE WMo WATER METER WV® WATER VALVE 571 EXISTING CONTOUR CV® IRRIGATION CONTROL VALVE EXISTING DRAINAGE FLOW DIRECTION FH¢ FIRE HYDRANT DA A EXISTING DRAINAGE AREA ID 1.09 AREA IN ACRES Co. CLEANOUT 8.71 Qioo IN CUBIC FEET PER SECOND MHO MANHOLE TSC TRAFFIC SIGNAL CONTROL TSP • TRAFFIC SIGNAL POLE TELE TELEPHONE BOX I _� FLOOD LIGHT FP • FLAG POLE SIGN TRAFFIC SIGN I I EXISTING 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 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) DA E 4.06 0.90 10 100 YEAR 9.24 33.74 DRAINS TO WYE INLET(PHASE ONE) RD Al 0.25 0.90 10 100 YEAR 9.24 2.08 DRAINS TO 10' CURB INLET(PHASE ONE) RD A2 0.28 0.90 10 100 YEAR 9.24 2.33 DRAINS TO DETENTION POND(PHASE ONE) .II JJ O 0 Icv POND ' r Icv I � v`M�o (Oo� METAL BENCX POND • O u B ♦��_ KEDGE _ s B• % 3• %IE •• (2) ICV ®2• \ •' • , O CD SS ICV `t CO / M E I® M S�ORY (si Ic'v , .. .. TR L cp . �\ I 6� s M BRICK SS (p SS. BUILDING B• 3 , - J �► ;� . 4 ICV Q ewa BCN v O • ' (3j B Icv � B EN • P 11 G +::�:�-D7 -ZZ-1 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 W00 0 o Q U ° X 2 QW U) z � Y O O N T_ U) 0. r � U w 2 H Project Number: 2013.037.02 Issue: SITE SUBMITTAL Date: 06-27-2016 Drawn By: KCM Checked JDJ By: Revisions: Iowa: Data NN� ICV G / 439.74' 2"G - 2"G P 439,,74' (VFRIZON) , - SPLLWAV SII /y��/ - L 3 530�0� X Tf (A -1L \'PP '/735.76' �!� 7 ' a. G 735.• Z H GUY IT BRICKµ0 • � CONCRETE .13I II ul �QK E WA11 ,. GRAIEI ICV CONDUIT ® TGG V �FI r Icv I � v`M�o (Oo� METAL BENCX POND • O u B ♦��_ KEDGE _ s B• % 3• %IE •• (2) ICV ®2• \ •' • , O CD SS ICV `t CO / M E I® M S�ORY (si Ic'v , .. .. TR L cp . �\ I 6� s M BRICK SS (p SS. BUILDING B• 3 , - J �► ;� . 4 ICV Q ewa BCN v O • ' (3j B Icv � B EN • P 11 G +::�:�-D7 -ZZ-1 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 W00 0 o Q U ° X 2 QW U) z � Y O O N T_ U) 0. r � U w 2 H Project Number: 2013.037.02 Issue: SITE SUBMITTAL Date: 06-27-2016 Drawn By: KCM Checked JDJ By: Revisions: Iowa: Data NN� ICV G / 439.74' 2"G - 2"G P 439,,74' (VFRIZON) , - /y��/ - L 3 530�0� X Tf (A -1L \'PP '/735.76' �!� 7 ' a. G 735.• Z H GUY IT ''��L__F4 YJ EIEC' •" ,. GRAIEI ICV CONDUIT ® TGG Sheet LOT 1, BLOCKI a GT 3.,,. LOT 1, BLOCK1 title• CASE NO: PRELIMINARY a SOUTHLAKE OAKS ADDITION SOUTHLAKE OAKS ADDITION DRAINAGE AREASTING MAP B (� B - °' SOUTHLAKE OAKS, LLC. BRICK BUILDING ' o D I M `gym Q�GRE,E SOUTHLAKE OAKS II, LLC. ZA16-047 _ coN �'� / ) `�' INST. N 0. D207421577 \ - .. • •• :I � ONE-STORY BRICK BUILDING (INST. NO. D207421640) • , �. ,. (TYPE UNKNOWN) Pacheco 7557 RAMBLER ROAD, SUITE 1400 DALLAS, TX 75231 972.235.303 1 Koch C400 cl TX REG. ENGINEERING FIRM F-14439 i��p TX REG. SURVEYING FIRM LS -10193805 -• I I, PAVEMENT ------- ---- BR- - PAVEMENT __ INLET �., – - �– – –��� — :� ;��-. �=v -err-'^- � +w ' • i • • 4,10Ln 1 IMM A .1►��lizoil. W. NIF Rill di • �� ��/ ��- 1 ., �•. . •- • •- 11 • 11 IIIIIIII 7 54 111 1 11111 • • � :�� � �' �-- �j • " •, III. i � �y — , • . i, /��• •i%!I • ` � II .• / 1 1 •/ 1 /1 .. . / .. .'• • • :• • • • LOP i t&w 07 IN J ' 1 ' s 7� ' N PHAI EME 66 O}IL 1 ya ' G iS GAS 661 � DA 6 � 0.14 N 1.16 111n11111 Y. PR� PUS'Ali ' U B NLE QCap=1 .3 Cf A=P / PAVE 1.5' STONE ' WALL 3' CONCRETE n SIDEWALK e m i)� Wy ASPxu^ PAGE• ASPHAL PAVEMEN PAYflAQIT I ASPHALT PAYFIAPNT ..• a �/ �. • 1 . ,.• �„ x STORM 1 • • - �i �� III, �� %�� • lU/� f I 1 1 1 1 11 • V DRAINS TO ROOFDRAINS AND INTO SUBSURFACE DA 15 0.33 0.90 10 100 YEAR 9.24 2.74 STORM • 0.6DA 0 .. ' ' .TJ DA 16 0.60 0.90 10 100 YEARI I .99 DRAINS TO ROOFDRAINS AND INTO SUBSURFACE 4.99 STORM OS1 0.28 0.90 10 100 YEAR 9.24 2.33 DRAINS OFFSITE TO THE EAST REFER TO LANDSCAPE I • PLANS FOR OUTDOOR PLAZA DRAINAGE _\A655---_1 WWII Iii , .. ��. �l�i, �•, I i Or 00 t� Vii,_ � 1 ��, Vii► A I ,. �IOf, �� - • _ � ��I T1Vv�a��.►�_ 'NEI _ - - - - - _ - - _ _ - _ _ - - s•-- i� • a��'� .l ..ice _ _ 1;is h ��'. .� 1411f?a3 �� -�,r T, .-+nes•• � -• w ,.,�,1 • — •`- L„1 - - � �. _-,.c< •�1 s�-ate,•! � j ' • • III ■I�I �' r 1 n• • n,016 7 • I,I 7 OF TF%A are it ............................... i JAVIER D. JARAMILLO ............................ ., 91007 <cc® ito,�•. !/CENSE® G��_�� 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: KCM Checked J DJ By: Revisions: Issue: Date: Sheet title: CASE NO: PRELIMINARY PROPOSED ZA16-047 DRAINAGE ARE MAP Pacheco 7557 RAMBLER ROAD, SUITE 1400 �och DALLAS, TX 75231 972.235.3031 TX REG. ENGINEERING FIRM F-14439 C401 -- --- TX REG. SURVEYING FIRM LS -10193805 1 I C = y N Mp 17 I � P P ®W GM TEL ®wv FH I I I � C 2"C I I 2"G 1 ------------------- I; I L: l — 11 i ' I STA 1+24.06 LINE "W-1" 1 IN4TAI I - HH -,u I 10V (VER ZON) WV ' I E D E N => B • BOLLARD EM® ELECTRIC METER PP• POWER POLE LSA LIGHT STANDARD WMo WATER METER SCALE WV® WATER VALVE 0 15 30 1 "=30' 60 90 ICV0 IRRIGATION CONTROL VALVE FH -0- FIRE HYDRANT GRAPHIC SCALE IN FEET Co. CLEANOUT MHO MANHOLE TSC TRAFFIC SIGNAL CONTROL (\� TSP • TRAFFIC SIGNAL POLE TELE TELEPHONE BOX � FLOOD LIGHT FP . FLAG POLE SIGN TRAFFIC SIGN IRS 1/2 -INCH IRON ROD W/'PACHECO KOCH" CAP SET (C.M.) CONTROLLING MONUMENT PROPERTY LINE x FENCE oHL OVERHEAD UTILITY LINE E UNDERGROUND ELECTRIC LINE T UNDERGROUND TELEPHONE LINE c UNDERGROUND CABLE LINE 6"W UNDERGROUND WATER LINE \ —6"SS— UNDERGROUND SANITARY SEWER LINE WATER & SANITARY SEWER GENERAL NOTES 1. ALL CONCRETE SHALL BE CLASS "A" (3000 PSI), UNLESS OTHERWISE NOTED. `cp \ 2. ALL WATER MAINS SHALL BE PVC C900, DR 18, CLASS 235. FIRE PROTECTION SERVICES SHALL BE PVC C900, DR 14, CLASS 305 AND INSTALLED IN ACCORDANCE WITH THE DESIGN AND SPECIFICATIONS OF THE FIRE PROTECTION PLANS TO BE PREPARED BY A LICENSED FIRE PROTECTION CONTRACTOR. 3. WATER AND SANITARY SEWER SERVICES SHALL MEET PLUMBING CODE REQUIREMENTS. 4. ALL WATER MAINS SHALL HAVE A MINIMUM COVER OF 48 INCHES BELOW IMPROVED FINISHED GRADE, \ UNLESS OTHERWISE NOTED. 5. SANITARY SEWER PIPE SHALL BE PVC SDR -35. \ 6. WHEN WATER MAINS AND SANITARY SEWERS ARE INSTALLED, THEY SHALL BE INSTALLED NO CLOSER TO EACH OTHER THAN NINE FEET IN ALL DIRECTIONS AND PARALLEL LINES MUST BE INSTALLED IN SEPARATE TRENCHES. WHERE THE NINE FOOT SEPARATION DISTANCE CANNOT BE ACHIEVED, THE \ 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 150 PSI FOR BOTH THE PIPE AND JOINTS. THE VERTICAL SEPARATION SHALL BE A MINIMUM OF TWO FEET BETWEEN OUTSIDE DIAMETERS AND THE HORIZONTAL SEPARATION SHALL BE A MINIMUM OF FOUR FEET BETWEEN OUTSIDE DIAMETERS. THE SEWER SHALL BE LOCATED BELOW THE 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 n 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 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. 6.D. WHERE A SANITARY SEWER CROSSES OVER A WATERLINE ALL PORTIONS OF THE SEWER WITHIN 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 RM OF THIS PROCEDURE, THE NEW CONVEYANCE MAY BE ENCASED IN A JOINT OF 150 PSI PRESSURE 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 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 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 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. 9. ALL SANITARY SEWER LINES SHALL BE TESTED IN ACCORDANCE WITH THE STANDARD CITY 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. �n CONN v E " - - _EXISTING 8FL 8- (E)=638 E) X638.2f � -0 0-.0 —15' WATER EAS ENT, 1 � / FL 8" (W)=638.3f WASTEWATER FL 8"=639.00/ CAUTION!!I 02" CONCRE - - PROPOSED 8" WASTEWATER _V/1 I PAVFME T I1_8"W -8W iCROSSES UNDER EXISTING Cv 8 • I I I I I 18 I 8"IN I I I I 8"W WATER 8„W — -�� SS 8"SS 8„SS - 8»SS --- 15' SANITARY EASEMENT i x I X I\ I 1 if ^ I Ir a n1 n �t ' �► r PP - pp 2"G 2"C 2"C QEATF Ni Fr rc_s4c0,2„C is i PAoRANCLO � 2"G V/ —GL_ 1V 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. ZA16-047 CASE NO: Pacheco Koch 7557 RAMBLER ROAD, SUITE 1400 ADALLAS, TX 75231 972.235.305.30 31 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 Project Number: 2013.037.02 Issue: SITE SUBMITTAL Date: 06-27-2016 Drawn By: KCM Checked JDJ By: Revisions: lowe Date Sheet title: PRELIMINARY SITE UTILITY PLAN C6.0