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Texas Plumbing Supplyt ITE VHF 35 LOCATION MAP NOT TO SCALE 1. ACCORDING TO FLOOD INSURANCE RATE MAP, PANEL #48091CO485 —F, DATED SEPTEMBER 2, 2009, THIS SUBDIVISION IS LOCATED IN ZONE "X" AND IS NOT WITHIN THE 100 —YEAR FLOODPLAIN. LOT 9, ELK 1 VESTAL SUBDIVISION UN 1A (VOL. 14, PGS 332, MPRCCT) OWNER: THEIS ROBERT A M1 (LIGHT MANUFACTURING) SITE PAVING: PARKING AREA TO BE PAVED WITH ASPHALT AND REAR LOADING DOCK TO BE CONCRETE PAVING. 4" YELLOW STRIPE (TYP EX. 157.1' N PIPESTONE (60' R.O.W.) ±92 LF HOSELAY FROM EX. FIRE HYDRANT 12' -0" 3' -4" , 4' -0" , 3' -4" 6" DIA. CONC. FILLED BOLLARDS, (TYP.) rx 8" INTEGRALCOLORED KIx SPLIT -FACE CMU DUMPSTER ENCLOSURE. FILLED CELLS q SOLID W/ GROUT, PROVIDE P100 DUMPSTER HORIZ. & VERT. REINF., N BIN(N.LC) ' RE: STRUCT. s 72" sP10 CONC.CURB, RE: CIVIL Tk o CONC.APRON AND DUMPSTER SP10 \ PAD FLUSH W/ ASPHALT. RE: CIVIL GATES SHALL BE SOLID METAL ,.i COORDINATE DOOR, WITH G.C. DUMPSTER ENCLOSURE N.T.S. DUMPSTER DETAIL ODUMPSTER ELEVATION N.T.S. NOT TO SCALE INTEGRAL SPUTFACE )LORED CMU IMPSTER ENCLOSURE RTES SHALL BE SOLID METAL, )ORDINATE DOOR & >SEMBLY W/ G.C. DIA.0 /8" STEEL TUBE IPPORT JAMB, CONC. .LED PAINT. )NC. PAD & APRON :: CIVIL 2OVIDE PADLOCK HASP AND GATE KEEPERS COORDINATE W /G.C. SIDEWALK CEMENT WASH f-T BOND BEAM W / #5 DUMPSTER ENCLOSURE 8" INT EGRAL COLORED SPLIT -FACE CMU REINF. C.M.U. WALL W /(1) #5 00 1 FILLED CELLS ® 4' -0" O.C. ;I 1- `I CONC. FOUNDATION SEE STRUCT. iiDUMPSTER SECTION N.T.S. OWNER/DEVELOPER TEXAS PLUMBING SUPPLY 7586 MORLEY STREET HOUSTON, TX 77061 OFFICE: 713- 643 -0637 ATTN: ETHAN FLOWERS " GRAL SPUTFACE ED CMU 3TER ENCLOSURE 3E FITTING CLOSING HINDGE DOOR SHALL BE SOLID METAL COORDINATE DOOR WITH GC 6 "DIA.0 /8" STEEL TUBE SUPPORT JAMB CONC. FILLED PROVIDE METAL TOP CAP D GATE HINGE DETAIL N.T.S. CIVIL ENGINEER KLOVE ENGINEERING, LLC. 22610 US HIGHWAY 281 N., STE 204 SAN ANTONIO, TEXAS 78258 OFFICE: (210) 485 -5683 WWW. K LOVEEN GI N EERI N G. COM ATTN.: SAMUEL COREY RAYBURN, P.E. CR AYB R U N CK LOVEEN GI N EERI N G. COM ARCHITECT : VILLA PARK ARCHITECTURE, PLLC 300 W. BITTERS ROAD, SUITE 204 SAN ANTONIO, TEXAS 78216 OFFICE: (210) 384 -8900 FAX: (210) 384 -8240 ATTN: NATHANIEL SOLIS PAD & APRON JIL BENCHMARKS TBM #1: 1/2" DIAMETER REBAR LOCATED EAST PROPERTY CORNER ALONG PIPESTONE STREET. ELEV. = 775.70' SCALE: 1"=30' 30 15 0 30 LEGEND 8 "INTEGRAL COLORED PROPOSED SPLIT -FACE CMU DUMPSTER Delta ENCLOSURE. FILLED CELLS SOLID PROPERTY (R.O.W.) LINE/ W/ GROUT, PROVIDE HORIZ. & C1 VERT. REINF., RE: STRUCT. — - - — SEE STRUCTURAL FOR ADJACENT PROPERTY REINFORCING N74 °51'55 "W RECORD INFORMATION NOTE: 685.36' BENCHMARK STEEL SLEEVE SIZE SHOULD BE Eno LIGHT POLE P # DETERMINED BY EASE OF SWING E- E- DOWN GUY ACTION, WHILE MAINTAINING \ '�V FIRE HYDRANT W A SECURE FIT WATER VALVE Q l CONCRETE FOOTING BELOW WM WATER METER VAULT WTRMH0 STEEL SLEEVE HINGE A TELEPHONE RISER WELDED TO STEEL AN ❑E 0 TUBE EXTENSION 0 ® ELECTRIC METER © GATE CHANNEL FRAME WELDED GAS VALVE TO METAL PIPE RING GAS METER TcB❑ TCBE GATES SHALL BE SOLID METAL TSP ° COORDINATE DOOR, WITH GC TRAFFIC SIGNAL POST 6" DIA.0 /8" z�X Z CONCRETE FILLED QUO STEEL PIPE, PAINT GREASE TRAP (SIZE VARIES) 4 DUMPSTER GATE DETAIL N.T.S. SIDEWALK CEMENT WASH f-T BOND BEAM W / #5 DUMPSTER ENCLOSURE 8" INT EGRAL COLORED SPLIT -FACE CMU REINF. C.M.U. WALL W /(1) #5 00 1 FILLED CELLS ® 4' -0" O.C. ;I 1- `I CONC. FOUNDATION SEE STRUCT. iiDUMPSTER SECTION N.T.S. OWNER/DEVELOPER TEXAS PLUMBING SUPPLY 7586 MORLEY STREET HOUSTON, TX 77061 OFFICE: 713- 643 -0637 ATTN: ETHAN FLOWERS " GRAL SPUTFACE ED CMU 3TER ENCLOSURE 3E FITTING CLOSING HINDGE DOOR SHALL BE SOLID METAL COORDINATE DOOR WITH GC 6 "DIA.0 /8" STEEL TUBE SUPPORT JAMB CONC. FILLED PROVIDE METAL TOP CAP D GATE HINGE DETAIL N.T.S. CIVIL ENGINEER KLOVE ENGINEERING, LLC. 22610 US HIGHWAY 281 N., STE 204 SAN ANTONIO, TEXAS 78258 OFFICE: (210) 485 -5683 WWW. K LOVEEN GI N EERI N G. COM ATTN.: SAMUEL COREY RAYBURN, P.E. CR AYB R U N CK LOVEEN GI N EERI N G. COM ARCHITECT : VILLA PARK ARCHITECTURE, PLLC 300 W. BITTERS ROAD, SUITE 204 SAN ANTONIO, TEXAS 78216 OFFICE: (210) 384 -8900 FAX: (210) 384 -8240 ATTN: NATHANIEL SOLIS PAD & APRON JIL BENCHMARKS TBM #1: 1/2" DIAMETER REBAR LOCATED EAST PROPERTY CORNER ALONG PIPESTONE STREET. ELEV. = 775.70' SCALE: 1"=30' 30 15 0 30 LEGEND EXISTING PROPOSED DESCRIPTION Delta Tangent PROPERTY (R.O.W.) LINE/ Chord Bearing C1 SUBDIVISION BOUNDARY — - - — 87 °44'44" ADJACENT PROPERTY (xxx) N74 °51'55 "W RECORD INFORMATION 307.31' 685.36' BENCHMARK rP* Eno LIGHT POLE PPg� # POWER POLE E- E- DOWN GUY TRANSFORMER (SIZE VARIES) '�V FIRE HYDRANT W 0 WATER VALVE Q WATER METER WM WATER METER VAULT WTRMH0 WATER MANHOLE A TELEPHONE RISER A CABLE TV RISER ❑E 0 ELECTRIC BOX 0 ® ELECTRIC METER © © GAS VALVE © GAS METER TcB❑ TCBE TRAFFIC CONTROL BOX TSP ° TSP• TRAFFIC SIGNAL POST GMKR z�X Z UNDERGROUND GAS LINE MARKER QUO En GREASE TRAP (SIZE VARIES) 0 STORMDRAIN LINE so CL XX "W WATER LINE w —FIRE XX "FL FIRE LINE ww X� XWW WASTEWATER LINE cAS GAS GAS LINE 0- oITE — —OHE— OVERHEAD ELECTRIC (PRIMARY) LLI —UGE — UNDERGROUND ELECTRIC (PRIMARY) UGE — - -ucs — —UGS— UNDERGROUND ELECTRIC (SECONDARY) ucr — —UGT— UNDERGROUND TELEPHONE UGC EMH 0 UNDERGROUND CABLE ELECTRIC MANHOLE (SIZE VARIES) ucc EMHO ww"Ho WWMH WASTEWATER MANHOLE (SIZE VARIES) SDUH0 SDMH O STORMDRAIN MANHOLE (SIZE VARIES) TMHO TMH O TELEPHONE MANHOLE (SIZE VARIES) SCALE: 1"=30' �- FIRE DEPARTMENT CONNECTION co CO• WASTEWATER CLEANOUT - CURB HEADER CURB SAWTOOTH CURB RETAINING WALL u -Ii CHAINLINK FENCE CONCRETE SIDEWALKS 678 --678-- CONTOUR -d�v► DIRECTION OF FLOW x785.00TC SPOT ELEVATION /TOP OF CURB x78550 X785.00 SPOT ELEVATION SWALE CONCRETE PAVEMENT O O ASPHALT PAVEMENT — — FIRE LANE LANDSCAPE AREA THE LOCATION OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT OCCUR BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. Curve Table Curve # Length Radius Delta Tangent Chord Length Chord Bearing C1 42.03' 27.45' 87 °44'44" 26.39' 38.05' N74 °51'55 "W C2 307.31' 685.36' 25 °41'27" 156.28' 304.74' N47 °38'32 "E NAME: VESTAL SUBDIVISION UNIT -1A, LOT 7, BILK 1 ADDRESS: 17992 RED IRON, SCHERTZ, TEXAS 78154 PREPARARTION DATE: MAY 5, 2017 ACREAGE: 3.19 ACRES (138956.4 SQ.FT.) LEGAL DESCRIPTION: LOT 7, BLOCK 1, 3.19 ACRES OF LAND OUT OF VESTAL SUBDIVISION UNIT -1, RECORDED IN VOLUME 14, PAGE 332, IN THE MAP AND PLAT RECORDS OF COMAL COUNTY, TEXAS. SURVEYOR: MARK E. LOGBRINCK, D.G. SMYTH & CO., INC. R.P.L.S. NO.: 6418 CITY OF SCHERTZ, COMAL COUNTY, TEXAS. ZONING: MANUFACTURING - LIGHT, "M1" PROPOSED USE: OFFICE /WAREHOUSE: 2,520 SF (OFFICE)/32,638 SF (WAREHOUSE) LOT AREA: 3.19 ACRES (138956.4 SQ.FT.) BUILDING AREA (GROSS SQUARE FOOTAGE): 35,200 SF BUILDING HEIGHT (FEET AND NUMBER OF STORIES): 30' -0 ", ONE -STORY F.A.R.: 0.335:1 IMPERVIOUS COVER (SQUARE FOOTAGE & PERCENTAGE): 102,410 SF / 74% TOTAL PARKING: 44/44 (REQUIRED /PROVIDED) NUMBER OF HANDICAP SPACES: 2 (REQUIRED /PROVIDED) a� 00 U `O > L0 Q) 00 0 ZQS S._. N� W� o W v Z� N Q) N 0 Q) �> o z z Q) E i LL —0F °7-- / . ...:.................. .......... SAMUEL COREY RAYBURN,$ 115141 to .� f o�. � °/cENS�° 07 06/17 w H- Q 0 z O w o! a U) ti z�X Z �00 acs QUO w w z 0 CL 0. M v� Lo Ir- O r- Z wN Q M� Q W W 0- W LLI N I­__ 0) F- 0 W U V♦ N x LU F_ DESIGNED BY: SCR DRAWN BY: PG SCALE: 1"=30' DATE: 05/17/17 SHEET NO. ci ■ ITE ✓� "yF 3009 ODUN��NjV / cG GO i Jp�U nO 9 35 UTILITY NOTES: 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ACQUIRING ALL PERMITS, TESTS, APPROVALS, AND ACCEPTANCES REQUIRED TO COMPLETE CONSTRUCTION OF THIS PROJECT. THIS ESPECIALLY INCLUDES STREET CUT PERMITS OR SAWS PERMITS. 2. ALL ITEMS NOT SPECIFICALLY CALLED FOR ON THE PLANS, OR IN THE CONSTRUCTION NOTES BUT NECESSARY TO REASONABLY CONSTRUCT THE FACILITY OR IMPROVEMENT, SHALL BE CONSIDERED INCIDENTAL TO THE OVERALL PROJECT AND NO SEPARATE PAY ITEMS WILL BE MADE FOR THESE ITEMS. 3. THE CONTRACTOR SHALL EXCAVATE AROUND EXISTING UTILITIES WHICH INTERSECT THE PROPOSED ALIGNMENT OF THE SERVICES AND NOTIFY THE OWNERS REPRESENTATIVE OF POTENTIAL CONFLICTS, PRIOR TO ANY CONSTRUCTION IN THE AREA. 4. THE LOCATIONS AND DEPTHS OF EXISTING UTILITIES SHOWN ON THESE PLANS ARE APPROXIMATE ONLY. ACTUAL LOCATIONS AND DEPTHS OF UTILITIES MUST BE VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. ANY DAMAGE TO EXISTING UTILITIES SHALL BE REPAIRED BY THE CONTRACTOR AT HIS EXPENSE. 5. DEPTH OF BURY FOR ALL PRIVATE PIPE SHALL BE A MINIMUM OF 30 ", UNLESS OTHERWISE NOTED. 6. NO WATER JETTING IS ALLOWED ON THIS PROJECT. 7. REFER TO PROJECT COVER SHEET /NOTES FOR ADDITIONAL SPECIFICATIONS. 8. CONTRACTOR IS REQUIRED TO BEGIN ANY WASTE WATER AND /OR STORM DRAIN CONSTRUCTION DOWNSTREAM AND BUILD "UPSTREAM ". INVERTS OF ALL TIE -INS ARE REQUIRED TO BE VERIFIED PRIOR TO CONSTRUCTION. IF DISCREPANCY IS FOUND, KLOVE ENGINEERING, LLC. SHALL BE CONTACTED IMMEDIATELY. 9. ALL MATERIALS AND CONSTRUCTION PROCEDURES IN THE R.O.W. SHALL COMPLY WITH THE CITY OF SCHERTZ STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (LATEST EDITION) AND CITY OF SCHERTZ STANDARD SPECIFICATIONS (LATEST EDITION). ALL MATERIAL AND CONSTRUCTION PROCEDURES RELATED TO WATER AND SEWER SHALL CONFORM TO THE CITY OF SCHERTZ UTILITIES STANDARD SPECIFICATIONS FOR WATER WORKS CONSTRUCTION (LATEST EDITION). 10. PER FEDERAL REGULATIONS TITLE 49, PART 192.181, CPS ENERGY MUST MAINTAIN ACCESS TO GAS VALVES AT ALL TIMES. THE CONTRACTOR MUST PROTECT AND MAINTAIN ADEQUATE CLEARANCE WITHIN THE PROJECT LIMITS OF CONSTRUCTION. 11. CONTRACTOR SHALL CALL TEXAS ONE CALL SYSTEM 0 (800) 245 -4545 PRIOR TO CONSTRUCTION NEAR AREAS OF EXCAVATION. 12. 48 HOURS PRIOR TO CONSTRUCTION, CONTRACTOR SHALL NOTIFY THE ALL UTILITY COMPANIES SO THEY CAN LOCATE AND TAG THEIR OWN UNDERGROUND UTILITIES (SEE CONTACTS THIS SHEET). 13. CONTRACTOR TO PROVIDE CLEAN -OUTS FOR ALL 6" OR LESS SEWER LATERALS SPACING AND LOCATIONS PER 2012 IPC. TRENCH EXCAVATION SAFETY PROTECTION CONTRACTOR AND /OR CONTRACTOR'S INDEPENDENTLY RETAINED EMPLOYEE OR STRUCTURAL DESIGN /GEOTECHNICAL /SAFETY /EQUIPMENT CONSULTANT, IF ANY, SHALL REVIEW THESE PLANS AND AVAILABLE GEOTECHNICAL INFORMATION AND THE ANTICIPATED INSTALLATION SITE(S) WITHIN THE PROJECT AREA IN ORDER TO IMPLEMENT CONTRACTOR'S TRENCH EXCAVATION SAFETY PROTECTION SYSTEMS PROGRAMS AND /OR PROCEDURES. THE CONTRACTOR'S IMPLEMENTATION OF THE SYSTEM'S PROGRAMS AND /OR PROCEDURES SHALL PROVIDE FOR ADEQUATE TRENCH EXCAVATION SAFETY PROTECTION THAT COMPLIES WITH AS A MINIMUM, OSHA STANDARDS FOR TRENCH EXCAVATION. SPECIFICALLY, CONTRACTOR AND /OR ONTRACTOR'S INDEPENDENTLY RETAINED EMPLOYEE OR SAFETY CONSULTANT SHALL IMPLEMENT A TRENCH SAFETY PROGRAM IN ACCORDANCE WITH OSHA STANDARDS GOVERNING THE PRESENCE AND ACTIVITIES OF INDIVIDUALS WORKING IN AND AROUND TRENCH EXCAVATION. BENCHMARKS TBM #1: 1/2" DIAMETER REBAR LOCATED EAST PROPERTY CORNER ALONG PIPESTONE STREET. ELEV. = 775.70' LOT 9, ELK 1 VESTAL SUBDIVISION UN 1A (VOL. 14, PGS 3,32, MPRCCT) OWNER: THEIS' ROBERT A M -1 (LIGHT MANUFACTURING) WWMH TOP OF MH ELEV - 76798' INV. IN = 759.31' INV- OUT = 759.23' Curve Table Curve # Length Radius Delta Tangent Chord Length Chord Bearing C1 42.03' 27.45' 87.44'44" 26.39' 38.05' N74.51'55 "W C2 307.31' 685.36' 25 °41'27" 156.28' 304.74' N47.38'32 "E �cT�z v — z �� z z d w -�?QLI � U Q ' � II m O '. m0 1�Q Li 0 T WAREHOUSE{ wi z 351 J� FFE Q J W W zo fa ......_. J O' op CV D:'; I� I� -� rt 14' ELEC., GAS, TELE - _ _. -- _ & CA TV EsM'r TBM #1 (VOL -11, PG.275 MPRCCT) wV �- — IEX. FIRE HYDRANT " PVC SDR 35 TH UTILITY COMPANY FOR NEW I 1 H I/ I \ •,- PAD MOUNTED TRANSFORMER GPI I 'S BUILDING — — -- _ �TSF Fo 10 I UGS DS U IL R25. wwMH tR5 � s Irt THE CONSTRUCTION OF ELECTRIC AND COMMUNICATION SYSTEMS SHALL BE GOVERNED BY THE ENGINEERING FDC 51 LF 8" WATER 1 -8" 1/4 BEND CONSTRUCTION PLANS PREPARED BY A UTILITY FL.) C900, CLASS COMPANY. THIS DRAWING SHALL ONLY SERVE AS A 200 PVC REFERENCE DOCUMENT TO COORDINATE LOCATION OF 811W THE PROPOSED PRIMARY AND SECONDARY ELECTRIC AND 2»W TELECOMMUNICATION SYSTEMS ISEE MEP PLANS FOR CONTINUATION. f39 LF - 8" WATER i (FL.) C900, CLASS ±75 LF 2" WATER 200 PVC (DOM.) SCH 80 PVC ---- S3D'18'37"E -35(Y,ca f24 LF 3/4 WATER (IRRG.) SCH 80 PVC PIPESTONE (60' R.O.W.) INSTALL: 1 -1 1/2" NEW DOMESTIC METERED SERVICE PER CITY OF SCHERTZ. N STALL: 1 -3/4" NEW IRRIGATION METERED SERVICE PER CITY OF SCHERTZ. A 8" PVC SDR JS TOP OF MH ELEV. = 77560 IN IN = 767-42 INV. OUT 74.7' INSTALL: 1- 12 "X8" TAPPING SLEEVE, MJ 1 -8" GATE VALVE, M.J. 1 -6" VALVE BOX COMPLETE WWMH TOP OF MH ELEV. = 771.86 INV. IN = 764.09' INV. OUT = 764 -05' 0 P Q, TOP OF MH ELEV = 770.46" INV. IN = 762.83' INV, OUT = 762.93' SCALE: 1"=30' 30 15 0 30 LEGEND EXISTING PROPOSED DESCRIPTION ELECTRIC NEW BRAUNFELS UTILITIES CPS ENERGY GUADALUPE VALLEY ELECTRIC COOP. PROPERTY (R.O.W.) LINE/ GAS CENTERPOINT ENERGY SUBDIVISION BOUNDARY — — — — AT &T ADJACENT PROPERTY (xxx) CITY OF SCHERTZ RECORD INFORMATION STORM DRAINAGE CITY OF SCHERTZ STREETS AND DRAINAGE DIVISION BENCHMARK LP* Eno LIGHT POLE PPg� # POWER POLE E- E- DOWN GUY TRANSFORMER (SIZE VARIES) I�V FIRE HYDRANT W 0 WATER VALVE Q WATER METER WM WATER METER VAULT WTRMH0 WATER MANHOLE A TELEPHONE RISER A CABLE TV RISER E ❑ 0 ELECTRIC BOX 0 ® ELECTRIC METER © © GAS VALVE © GAS METER TCB❑ TCBE TRAFFIC CONTROL BOX TSP ° TSP• TRAFFIC SIGNAL POST GMKR z _jI- z UNDERGROUND GAS LINE MARKER QUO En GREASE TRAP (SIZE VARIES) O STORMDRAIN LINE sD XX "W WATER LINE w —FIRE XX "FL FIRE LINE ww X� XWW WASTEWATER LINE cAS GAS GAS LINE oeE — —OHE— OVERHEAD ELECTRIC (PRIMARY) F_ —UGE— UNDERGROUND ELECTRIC (PRIMARY) UGE — - -ucs — —UGS— UNDERGROUND ELECTRIC (SECONDARY) UCr — —UGT— UNDERGROUND TELEPHONE UGC EMH 0 UNDERGROUND CABLE ELECTRIC MANHOLE (SIZE VARIES) ucc EMHO wwM,Ho WWMH WASTEWATER MANHOLE (SIZE VARIES) SDMHO SDMH O STORMDRAIN MANHOLE (SIZE VARIES) TMHO TMH O TELEPHONE MANHOLE (SIZE VARIES) SCALE: 1 " =30' �— FIRE DEPARTMENT CONNECTION Co CO• WASTEWATER CLEANOUT - CURB HEADER CURB SAWTOOTH CURB RETAINING WALL CHAINLINK FENCE CONCRETE SIDEWALKS 678 --678-- CONTOUR —d�v► DIRECTION OF FLOW x785.00TC SPOT ELEVATION /TOP OF CURB X785 50 X785.00 SPOT ELEVATION SWALE CONCRETE PAVEMENT O O ASPHALT PAVEMENT — — FIRE LANE LANDSCAPE AREA TRUCK DEPLOYMENT HOSELAY 110 I= 1100 FIRELANE UTILITY CONTACTS UTILITY UTILITY COMPANY PHONE ELECTRIC NEW BRAUNFELS UTILITIES CPS ENERGY GUADALUPE VALLEY ELECTRIC COOP. (830) 629 -8400 (210) 353 -4639 210 658 -7033 GAS CENTERPOINT ENERGY (800) 427 -7142 TELEPHONE AT &T (888) 944 -0447 WASTEWATER CITY OF SCHERTZ (210) 619 -1800 STORM DRAINAGE CITY OF SCHERTZ STREETS AND DRAINAGE DIVISION (210) 619 -1800 WATER CITY OF SCHERTZ (210) 619 -1800 THE LOCATION OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT OCCUR BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. a� 00 U `O > LO Z .Q' li W W� o W v Z� N N W o�� O O Z �0 oz o \ -E3 Y kD Uj (_5 3 / . ...:.................. .......... SAMUEL COREY RAYBURN,$ �_ °•. 115141 /�D��• cfNS�•°\��.! NAL ENG� 07 06/17 w Q 0 z O W w o! a U) ti z _jI- z H2O a00= QUO w w z O J M T_ V C) r- z Z �Q M X W � W F_ NN J W N x LU F_ DESIGNED BY: SCR DRAWN BY: PG SCALE: 1 " =30' DATE: 05/17/17 SHEET NO, C4mO N 22 O OOG GAG P ID 0� SITE �N 0 2� 00 o ° v o� oP O�G LOCATION MAP SCALE: NTS LANDSCAPE MATERIAL 5CHFDULE SYMBOL CODE DESCRIPTION SIZE/ CONDITION EDG EDGER 1/81, X 4" STAKED; STEEL EDGER PAINTED GREEN REFERENCE DETAIL 04/ SHT. L2 MULCH COMPOSTED MULCH 4" DEPTH FINE SHREDDED DG DECOMPOSED GRANITE 3" DEPTH, g" MINUS, TEXAS PINK CRUSHED STABILIZED � COMPACTED GRANITE REFERENCE DETAIL OG/ SHEET L2 INSTALL FLUSH WITH TOP OF CURB /SIDEWALK. SLOPE TOWARD CURB TO DRAIN CITY Of 5CNERTZ LANDSCAPE ORDINANCE ZONING LIGHT INDUSTRIAL LANDSCAPE AREA TOTAL LOT AREA = 138,571.52 S.F. LANDSCAPE AREA REQUIRED (20 %) = 27,7 14.3 S.F. LANDSCAPE AREA PROVIDED (32.G %) = 44,9 1 9. 1 1 S.F. FRONTYARD LANDSCAPE REQUIRED (40 %) = 1 1,085.72 S.F. FRONTYARD LANDSCAPE PROVIDED (6(5.79 %) = 18,95 1.3G S.F. SHADE TREES GROSS LOT AREA = 138,571 .52 S.F. x GO% = 83, 142.9 1 / 43,5GO =1,9x9 17 SHADE TREES REQUIRED 25 SHADE TREES PROVIDED VEHICLE U5E AREA PERIMETER TREES RED IRON I TREE PER 50 L.F. 30G.G L.F. / 50 = G. 1 (7) TREES REQUIRED PIPE STONE I TREE PER 50 L.F. 150 L.F. / 50 = 3 (3) TREES REQUIRED SOUTHEAST PROPERTY LINE I TREE PER 50 L. F. 12G.48 L.F. / 50 = 2.53 (3) TREES REQUIRED SOUTHWEST PROPERTY LINE I TREE PER 50 L.F. 3 15. 1 G L.F. / 50 = G.3 (7) TREES REQUIRED PARKING LAN D5CAPE - INTERIOR LANDSCAPE GROSS PARKING AREA = 18,405.94 S.F. INTERIOR LANDSCAPE AREA REQUIRED (10 %) = 1,840.G S.F. INTERIOR LANDSCAPE AREA PROVIDED (I I %) = 2,039. 1 G S.F. - PARKING SHADE TREES (PS) INTERIOR LANDSCAPE AREA REQUIRED = 1,840.G S.F. / 400 = 4.G (5) PARKING SHADE TREES REQUIRED 5 TREES PROVIDED - INTERIOR PLANTING AREA 200 S.F. OF PLANTING AREA NO FURTHER APART THAN 12 SPACES. IRRIGATION ALL GREEN SPACE AND LANDSCAPING WILL BE MAINTAINED BY AN AUTOMATIC WATERING SYSTEM PER UDC. PLANT 5CHEDULF TREES CODE BOTANICAL NAME COMMON NAME CONT CAL SIZE BO QUERCUS MACROCARPA 6UK OAK CONT. 25" DBH 12'- 14' H,G' -7'S 0 MATCHING SPECIMENS N by '� MO QUERCUS FOLYMORFHA 'MONTERREY' MONTERREY OAK CONT. 2.5" DBH 12'- 14'H,G' -7'5 a � MATCHING SPECIMENS O � a QV QUERCUS VIRGINIANA SOUTHERN LIVE OAK CONT. 2.5" DBH 1 2'- 14'H,G' -7'S MATCHING SPECIMENS CE ULMUS CRASSIFOLIA CEDAR ELM CONT. 2.5" DBH 12'- 14'H,G' -7'5 MATCHING SPECIMENS O w w F SHRUBS CODE BOTANICAL NAME COMMON NAME CONT SIZE z CC CALLISTEMON CITRINUS BOTTLE BRUSH 5 GAL 30 " -301-1, 18 " -24 "5 J ° FULL, WELL ROOTED ,W HP HESPERALOE PARVIFLORA FULL, WELL ROOTED RED YUCCA 5 GAL 12'- 16" H, 1 2 " -1 8" S I- Ci " JW� IS ILEX VOMITORIA 'STOKES DWARF' DWARF YAUPON 5 GAL 12'- 18" H, 1 2 " -1 8" S � T Q 2 � 0 FULL, WELL ROOTED. O NG LANTANA X 'NEW GOLD' FULL, WELL ROOTED NEW GOLD LANTANA I GAL G " -8 "H, G" -8 "S LS LEUCOPHYLLUM FRUTESCENS 'SILVER CLOUD' SILVER CLOUD TEXAS RANGER 5 GAL 30 " -301-1, 18 " -24 1'S n FULL, WELL ROOTED WM MYRICA CERIFERA WAX MYRTLE 5 GAL 30 " -3G "H, 18 " -24 "S FULL, WELL ROOTED PL POLIOMINTHA LONGIFLORA MEXICAN OREGANO 5 GAL 30 " -30H, 18 " -24 "5 FULL, WELL ROOTED 11� RP ROSMARINUS PROSTRATA FULL, WELL ROOTED TRAILING ROSEMARY 5 GAL 1 2 " -18" H, 1 2 " -1 (5" S O SG SALVIA GKEGGII FULL, WELL ROOTED AUTUMN SAGE I GAL 1 2 "- 1 8" H, 1 2 " -1 8" S GROUND COVERS CODE BOTANICAL NAME COMMON NAME SOD CYNODON DACTYLON COMMON BERMUDA GRASS FRESH CUT SOLID SOD W W y y y y W W HYD CYNODON DACTYLON 'BLACKJACK BERMUDA GRASS . . . . . 31-135 PER 1000 5.F. E 1 1 • (D • Z H U 75 z • E 1 1• 1 0 • C60' R[0•Wr) m 00 so � b b • SOD DG SOD ! - b � a b _ - • , (1)MO ..- SOD b,. .•. •. •. •. . x .. i r . o ow� SOD M\ O(1) o 0 1:3)W (9) LS 1 a a 9L b ! : .. (9)CCQV O MULCH o o MUL H pL(3) sI►..... 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Q O ° 4 "� ■ �..�.�..�.ii..�i ... ..�,. ..��.. .�..�� :. :• -•- •.fir :•YiiinYrt•�ii■ : -: :• r:: `'•iY :``.-Y�.`.rni.` r- •.•rililililililrr. -. emir-.• ir.-.+ ilili�lnli■ iili■•.• rri.`. ri`.• tilililililililili .-.`niu- .•.�.`.`��.•.�•.`�..� (7) BO MO (3) ZONING (M -1) MANUFACTURING (LIGHT) N�I LANDSCAPE PLAN 0 20 40 60 feet SCALE: 1 " = 20' RAW x ab 1 DG SOD 1 a a b � ab a .: b tr k b b \a k vb` ............. b b b y! \ r b. k a y IN b k \q a r r...r b b k \ v b 4 k b b k .rr. a x ME DG J z_ a Z) a 0 z Z 0 DG Am O O Q0 ■ REVISIONS DATE # CITY COMMENTS 6 -9 -2017 CITY COMMENTS 6 -27 -2017 A2 a a W �o v "1 N by '� pb x a � pox O � a 00 so � b b • SOD DG SOD ! - b � a b _ - • , (1)MO ..- SOD b,. .•. •. •. •. . x .. i r . o ow� SOD M\ O(1) o 0 1:3)W (9) LS 1 a a 9L b ! : .. (9)CCQV O MULCH o o MUL H pL(3) sI►..... H P (1) E G °o o° . 1)CE N G 7 ) o0. : . : a (1) MO 00 . ....... (3) RP — MO 1) MULCH CC (7) PL (3) 1 MULCH 1 m MULCH )PL CC (5) r.. J MULCH (25)WM (3)HP MO (1) PL (5) ❑ o °00000 0 0c oo (1)CE IS(3) L, .. o ya o O Ob CJ ( ) DG SG 10 f ao �, b; MULCH Hp (3) Ir CE (1) o° 00000 b '000001, MULCH G �i b r b v Y � b ',, tr � tl � b b � Z, v h v ro v b r EDG b (1)QV - (1)HP I m MULCH b SOD f a b a a L 4 b b t b •• �� b v b v v b v ,'�! f b I. 4 HP (3) DG b tr CE (1) ° 0000J f � > EDG o� zz X� b m o b a W it y y o 0 r I b I. DG z_ a a: w I a O I � ❑ a � w �r:::.:.:.:.:. PROPOSED f BUILDING ....... .... ........ ....... >< .. ....... ....... ...... .... - ... ......... ...... ....... . ------ r ZONING (M -1) MANUFACTURING (LIGHT) b ' I y I. Y f I. y I . ky I. Ir ❑ I.. DG ... br I. EDG I• • b \ b v b b V b :. ..r..r.....r... . 4 r r r r r r r r r r r r r r r r r r ........ rr.. HYfl .............. •...... Q O ° 4 "� ■ �..�.�..�.ii..�i ... ..�,. ..��.. .�..�� :. :• -•- •.fir :•YiiinYrt•�ii■ : -: :• r:: `'•iY :``.-Y�.`.rni.` r- •.•rililililililrr. -. emir-.• ir.-.+ ilili�lnli■ iili■•.• rri.`. ri`.• tilililililililili .-.`niu- .•.�.`.`��.•.�•.`�..� (7) BO MO (3) ZONING (M -1) MANUFACTURING (LIGHT) N�I LANDSCAPE PLAN 0 20 40 60 feet SCALE: 1 " = 20' RAW x ab 1 DG SOD 1 a a b � ab a .: b tr k b b \a k vb` ............. b b b y! \ r b. k a y IN b k \q a r r...r b b k \ v b 4 k b b k .rr. a x ME DG J z_ a Z) a 0 z Z 0 DG Am O O Q0 ■ REVISIONS DATE # CITY COMMENTS 6 -9 -2017 CITY COMMENTS 6 -27 -2017 A2 I irk W� � r E-' + • • DRAWN BF CHECKED JL DATE 5/15/17 PROJECT TEXAS PLUMBING SUPPLY JOB. NO. CLLA. NO. 17 -100 17 -128 SHEET L 1 1 OF 4 SHEETS 11 a a W �o N x a � pox O � a a O w w F az Z z J ° ,W a°-V) W W cr Ld I- Ci " JW� � T Q 2 � U o Q � I irk W� � r E-' + • • DRAWN BF CHECKED JL DATE 5/15/17 PROJECT TEXAS PLUMBING SUPPLY JOB. NO. CLLA. NO. 17 -100 17 -128 SHEET L 1 1 OF 4 SHEETS 11 " 154'-'B" 641-1311 01 NORTH ELEVATION - RED IRON SCALE: 1/8" = V -0" alp 0 246' -0" A C14 BUILDING DESIGN CATEGORY - INDUSTRIAL TOTAL BUILDING FACADE AREA - 20,100 SF GLAZING REQUIREMENT: OPTION 11 TEXTURED PAINT - T5D (SPRAYMAX OR EQ.) SQUARE FOOTAGE WAINSCOTE NO WINDOWS/DOORS WINDOWS E DOORS W/ GLAZING TOTAL MATERIALS M -1 METAL TEXTURED PAINT - T5D (SPRAYMAX OR EQ.) U TILT -UP WALL NORTH 3,260 SF 511 SF 3,111 6F W/ TEXT. PAINT 3,260 Sill ' co (RED IRON) o W w LU �_ Z GLAZING 511 SF W F m w TILT -UP WALL 0 WEST 5,564 6F 636 SF 6,200 SF W/ TEXT. PAINT 4,168 SF V A GLAZING 636 SF STEEL DOORS 196 SF q< SOUTH 3,391 SF 386 SF 3,111 SF TILT -UP WALL W/ TEXT. PAINT 3,391 SF �U) 0 Ir W (A GLAZING 386 SF I H Z Q TILT -UP WALL C'3 EAST 5,140 SF 606 SF 6,346 SF W/ TEXT. PAINT 5092 SF J PIPESTONE W GLAZING 606 SF STEEL DOORS 48 SF 02 WEST ELEVATION SCALE: 1/8" = V -0" 1r..ti_GII 03 SOUTH ELEVATION SCALE: 1/8" = V -0" 0 7A/ i_/TII N FF III I REVISIONS DATE # ' ■ These drawings and accompanying Specifications are to be an instrument of service and shall remain the property of the Architect. They are not to be used on other projects or extensions to this project except by agreement in writing and with appropriate compensation to the Architect. Contractor is responsible for confirming and correlating dimensions at the job site; the Architect will not be responsible for construction means, methods, techniques, sequences or procedures, or for safety precautions and programs in connection with the project. ■ ■ FINISH SCHEDULE P -1 FIELD TEXTURED PAINT - T5D (SPRAYMAX OR EQ.) P -2 WAINSCOTE TEXTURED PAINT - T50 (SPRAYMAX OR EQ.) P -3 ACCENT TEXTURED PAINT - T5D (SPRAYMAX OR EQ.) M -1 METAL TEXTURED PAINT - T5D (SPRAYMAX OR EQ.) EAST ELEVATION - PIPESTONE SCALE: 1/8" = V -0" ■ ME 0 N W T E N U Q O °0 m i W od, X ' co ' C co t o W w LU �_ Z o v j O N 3 F m w 3 3 Q Z W 0 > x m UJ W s C4 O eorf A T 0 C0 cc 0� �U) 0 Ir W (A I H Z Q C'3 W � a A-, Z Z v 0 ■ in DRAWN NPS CHECKED JRF DATE 05/15/17 PROJECT TEXAS PLUMBING SUPPLY JOB. NO. 17 -100 SHEET A2ml 12 of 15 SHEETS ■ ■ ■ ■ T i T w � a UJ LO T 0 0� �U) �x Q W � a A-, ^ N E­4 J W W x L) w Fw 0 C LOV N n DRAWN NPS CHECKED JRF DATE 05/15/17 PROJECT TEXAS PLUMBING SUPPLY JOB. NO. 17 -100 SHEET A2ml 12 of 15 SHEETS ■ ■ ■ ■