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QT 4033 Combined DocumentsINTERSTATE HIGHWAY 35 VARIABLE WIDTH R.O.W. R.C.S.J. NO. 0017-10-278/0016-07-113/0016-06-114/0016-05-117 FU T U R E C O L L E C T O R LOT 1 BLOCK 1 2.660 ACRES 115,850 SQ. FT. PROPOSED 25' PUBLIC WATER AND WASTEWATER EASEMENT EX. VARIABLE WIDTH ACCESS EASEMENT DOC #_____________14' ELECTRIC, GAS & COMM. EASEMENT (OVERHANG ONLY) FOUR O A K S L A N E 70 FT O F R . O . W . D E D I C A T I O N 0.538 A C R E S 23,42 4 S Q . F T . N59°18'32"E 297.75' S41°46'08"W 230.35' S14 ° 3 9 ' 2 5 " E 126 . 1 4 ' S5° 4 9 ' 2 7 " E 133 . 7 7 ' S5° 4 9 ' 2 7 " E 144 . 6 3 ' S29°59'56"E 46.42' N4 8 ° 1 3 ' 5 2 " W 89 . 0 4 ' S41°46'08"W 209.33' N4 8 ° 1 3 ' 5 2 " W 30 6 . 6 6 ' PROPOSED 16' PUBLIC WATER EASEMENT 14' ELECTRIC, GAS & COMM. EASEMENT (OVERHANG ONLY) S14°34'20"E 21.58' 70 . 0 0 ' 66.13' EX. 25' SSWR EASEMENT DOC #_______ N30°41'28"W 70.00' 90' 19 0 ' 14' ELECTRIC, GAS & COMM. EASEMENT (OVERHANG ONLY) PROPOSED 25' PUBLIC WATER AND WASTEWATER EASEMENT TRACT B ACCESS EASEMENT 26.5' WIDE ACCESS EASEMENT 0.033 OF ONE ACRE DOC #________________ TRACT B ACCESS AND IMPROVEMENT EASEMENT VARIABLE WIDTH ACCESS EASEMENT 0.440 OF ONE ACRE DOC #___________ N59°18'32"E 235.42' S3 1 ° 1 2 ' 0 8 " E 10 7 . 6 4 ' DRAWN BY OHW N O R T H 1"=100' 601 NW LOOP 410, SUITE 350 FIRM # 10193973 TEL. NO. (210) 541-9166 SAN ANTONIO, TEXAS 78216 WWW.KIMLEY-HORN.COM Copyright © 2022 Kimley-Horn and Associates, Inc. All rights reserved 601 NW LOOP 410, SUITE 350 FIRM # 10193973 TEL. NO. (210) 541-9166 SAN ANTONIO, TEXAS 78216 WWW.KIMLEY-HORN.COM DATE PREPARED 01/09/2023 PROJECT NO. 069304919 0 GRAPHIC SCALE IN FEET 50 100 601 NW LOOP 410, SUITE 350 FIRM # 10193973 TEL. NO. (210) 541-9166 SAN ANTONIO, TEXAS 78216 WWW.KIMLEY-HORN.COM SHEET 1 OF 1 DW G N A M E : K: \ S N A _ C I V I L \ 0 6 9 3 0 4 9 1 9 _ Q T 4 0 3 3 \ C A D \ P L A T \ Q T 4 0 3 3 F I N A L P L A T . D W G P L O T T E D B Y GA R C I A , O S C A R 5/ 1 9 / 2 0 2 3 1 1 : 1 4 A M L A S T S A V E D 5/ 1 8 / 2 0 2 3 1 0 : 3 6 A M NOT TO SCALEVICINITY MAP NORTH FINAL PLAT OF QT 4033 A 3.198 ACRE TRACT OF LAND, OUT OF THE JACOB DECORDOVA SURVEY NO. 514, ABSTRACT 117, GUADALUPE COUNTY, TEXAS AND BEING ALL OF A CALLED 3.198 ACRE TRACT OF LAND AS CONVEYED AND DESCRIBED OF RECORD IN DOCUMENT NO. 202199043267 OF THE OFFICIAL PUBLIC RECORDS OF GUADALUPE COUNTY, TEXAS. OWNER'S ACKNOWLEDGEMENT STATE OF ______________________ COUNTY OF _____________________ I, THE UNDERSIGNED, OWNER OF THE LAND SHOWN ON THIS PLAT, AND DESIGNATED HEREIN AS THE QT 4033 PLAT, TO THE CITY OF SCHERTZ, TEXAS AND WHOSE NAME IS SUBSCRIBED HERETO, HEREBY DEDICATE FOR THE USE OF THE PUBLIC FOREVER ALL STREETS, ALLEYS, PARKS, WATER COURSES, DRAINS, EASEMENTS AND PUBLIC PLACES THEREON SHOWN FOR THE PURPOSE AND CONSIDERATION THEREIN EXPRESSED. _________________________________________________________________________ OWNER/DEVELOPER: MATTHEW D. MILLER, PRESIDENT QT SOUTH, LLC. 742 NW LOOP 410, STE 102 SAN ANTONIO, TEXAS 78216 PH. (210) 332-4028 STATE OF TEXAS COUNTY OF BEXAR BEFORE ME, THE UNDERSIGNED AUTHORITY, ON THIS DAY PERSONALLY APPEARED MATTHEW D. MILLER KNOWN TO ME TO BE PERSON WHOSE NAME IS SUBSCRIBED TO THE FOREGOING INSTRUMENT, AND ACKNOWLEDGED TO ME THAT HE EXECUTED THE SAME FOR PURPOSES AND CONSIDERATION THEREIN STATED. GIVEN UNDER MY HAND AND SEAL OF OFFICE THIS ______ DAY OF ________________________ 20 ____ ______________________________________________ NOTARY PUBLIC CERTIFICATE OF PLATTING ENGINEER STATE OF TEXAS COUNTY OF BEXAR I, THE UNDERSIGNED, AS A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF TEXAS HEREBY CERTIFY THAT PROPER ENGINEERING CONSIDERATION HAS BEEN GIVEN TO THIS PLAT. _____________________________________________________________________________ RACHEL M. ROBERTS, P.E. DATE LICENSED PROFESSIONAL ENGINEER TEXAS REGISTRATION NO. 137894 CERTIFICATE OF PLATTING SURVEYOR STATE OF TEXAS COUNTY OF BEXAR I, THE UNDERSIGNED, A REGISTERED PROFESSIONAL LAND SURVEYOR IN THE STATE OF TEXAS, HEREBY CERTIFY THAT THIS PLAT IS TRUE AND CORRECT WAS PREPARED FROM AN ACTUAL SURVEY OF THE PROPERTY MADE UNDER MY SUPERVISION ON THE GROUND. _____________________________________________________________________________ KYLE PRESSLER, R.P.L.S. DATE TEXAS REG. PROFESSIONAL LAND SURVEYOR NO. 6528 CERTIFICATION OF CITY ENGINEER I, THE UNDERSIGNED CITY ENGINEER OF THE CITY OF SCHERTZ, TEXAS HEREBY CERTIFY THAT THIS SUBDIVISION PLAT CONFORMS TO ALL REQUIREMENTS OF THE SUBDIVISION REGULATIONS OF THE CITY AS TO WHICH THIS APPROVAL IS REQUIRED. _____________________________________________________________________________ CITY ENGINEER TxDOT NOTES: 1.FOR RESIDENTIAL DEVELOPMENT DIRECTLY ADJACENT TO STATE RIGHT-OF-WAY THE DEVELOPER SHALL BE RESPONSIBLE FOR ADEQUATE SETBACK AND/OR SOUND ABATEMENT MEASURES FOR FUTURE NOISE MITIGATION. 2.OWNER/DEVELOPER IS RESPONSIBLE FOR PREVENTING ANY ADVERSE IMPACT TO THE EXISTING DRAINAGE SYSTEM WITHIN THE HIGHWAY RIGHT-OF-WAY. 3.MAXIMUM ACCESS POINTS TO STATE HIGHWAY FROM THIS PROPERTY WILL BE REGULATED AS DIRECTED BY TxDOT'S "ACCESS MANAGEMENT MANUAL". LOTS 1&2, BLOCK 1 OF THIS PROPERTY, BASED ON A COMBINED APPROXIMATE OVERALL PLATTED FRONTAGE OF 230.35 FEET, IS ELIGIBLE FOR A MAXIMUM COMBINED TOTAL OF 1 (ONE) ACCESS POINT. 4.IF SIDEWALKS ARE REQUIRED BY APPROPRIATE CITY ORDINANCE, A SIDEWALK PERMIT MUST BE APPROVED BY TxDOT, PRIOR TO CONSTRUCTION WITHIN STATE RIGHT-OF-WAY. LOCATIONS OF SIDEWALKS WITH STATE RIGHT-OF-WAY SHALL BE AS DIRECTED BY TxDOT. 5.ANY TRAFFIC CONTROL MEASURES (LEFT-TURN LANE, RIGHT TURN LANE, SIGNAL, ETC.) FOR ANY ACCESS FRONTING A STATE MAINTAINED ROADWAY SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/OWNER. STATE OF TEXAS COUNTY OF GUADALUPE I, ________________________ COUNTY CLERK OF SAID COUNTY, DO HEREBY CERTIFY THAT THIS PLAT WAS FILED FOR RECORD IN MY OFFICE ON THE ______ DAY OF ________________ AD ________ AT __________ __ M, AND DULY RECORDED THE ______ DAY OF ________________ AD ________ AT __________ __ M, IN THE RECORDS OF ________________________ COUNTY, IN BOOK VOLUME ______ PAGE ______ IN TESTIMONY WHEREOF, WITNESS MY HAND AND OFFICIAL SEAL OF OFFICE, THIS ______ DAY OF ________________ AD 20_____, . COUNTY CLERK, GUADALUPE COUNTY, TEXAS BY: _____________________________________ SURVEYOR: MATKIN HOOVER ENGINEERING & SURVEYING 8 SPENCER ROAD, SUITE 300 BOERNE, TEXAS 78006 PH: (830) 249-0600 CONTACT: KYLE PRESSLER, R.P.L.S. GENERAL NOTES: 1.NOTICE: SELLING A PORTION OF THIS ADDITION BY METES AND BOUNDS IS A VIOLATION OF CITY ORDINANCES AND STATE LAW AND IS SUBJECT TO FINES AND WITHHOLDING OF UTILITIES AND PERMITS. 2.ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT AGENCY FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NUMBER 48187C0210F, FOR GUADALUPE COUNTY, TEXAS, AND INCORPORATED AREAS, DATED NOVEMBER 2, 2007, THE TRACT SHOWN HEREON LIES WITHIN ZONE “X” (AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN). 3.ALL PRIVATE OPEN SPACE, COMMON AREAS, GREENBELTS, DRAINAGE, EASEMENT, ETC. ARE THE RESPONSIBILITY OF THE DEVELOPER OR ITS SUCCESSORS AND/OR ASSIGNS. 4.NUMBER OF BUILDABLE LOTS: 1 5.DEVELOPMENT WILL COMPLY WITH THE UDC. SEC. 21.14.1P WHICH STATES THAT A SIDEWALK/HIKE/BIKE TRAILS ARE REQUIRED ADJACENT TO A SECONDARY ARTERIAL. CPS/UTILITY NOTES 1.CITY PUBLIC SERVICE BOARD (CPS ENERGY) IS HEREBY DEDICATED EASEMENTS AND RIGHTS-OF-WAY FOR UTILITY, TRANSMISSION AND DISTRIBUTION INFRASTRUCTURE AND SERVICE FACILITIES IN THE AREAS DESIGNATED ON THIS PLAT AS "ELECTRIC EASEMENT", "ANCHOR EASEMENT", "SERVICE EASEMENT", "OVERHANG EASEMENT", "UTILITY EASEMENT", "GAS EASEMENT", "TRANSFORMER EASEMENT" FOR THE PURPOSE OF INSTALLING, CONSTRUCTING, RECONSTRUCTING, MAINTAINING, REMOVING, INSPECTING, PATROLLING, AND ERECTING UTILITY INFRASTRUCTURE AND SERVICE FACILITIES FOR THE REASONS DESCRIBED ABOVE. CPS ENERGY SHALL ALSO HAVE THE RIGHT TO RELOCATE SAID INFRASTRUCTURE AND SERVICE FACILITIES WITHIN EASEMENT AND RIGHT-OF-WAY AREAS, TOGETHER WITH THE RIGHT OF INGRESS AND EGRESS OVER GRANTOR'S ADJACENT LANDS FOR THE PURPOSE OF ACCESSING SUCH INFRASTRUCTURE AND SERVICE FACILITIES AND THE RIGHT TO REMOVE FROM SAID LANDS ALL TREES OR PARTS THEREOF, OR OTHER OBSTRUCTIONS WHICH ENDANGER OR MAY INTERFERE WITH THE EFFICIENCY OF GAS AND/OR ELECTRIC INFRASTRUCTURE AND SERVICE FACILITIES. NO BUILDINGS, STRUCTURES, CONCRETE SLABS, OR WALLS WILL BE PLACED WITHIN EASEMENT AREAS WITHOUT AN ENCROACHMENT AGREEMENT WITH THE RESPECTIVE UTILITY. 2.ANY CPS ENERGY MONETARY LOSS RESULTING FROM MODIFICATIONS REQUIRED OF CPS ENERGY INFRASTRUCTURE AND SERVICE FACILITIES, LOCATED WITHIN SAID EASEMENTS, DUE TO GRADE CHANGES OR GROUND ELEVATION ALTERATIONS SHALL BE CHARGED TO THE PERSON OR PERSONS DEEMED RESPONSIBLE FOR SAID GRADE CHANGES OR GROUND ELEVATION ALTERATIONS. 3.THIS PLAT DOES NOT AMEND, ALTER, RELEASE OR OTHERWISE AFFECT ANY EXISTING ELECTRIC, GAS, WATER, SEWER, DRAINAGE, TELEPHONE, CABLE TV EASEMENTS OR ANY OTHER EASEMENTS FOR UTILITIES UNLESS THE CHANGES TO SUCH EASEMENTS ARE DESCRIBED HEREON. LEGEND PROPERTY CORNER (FOUND) PROPERTY CORNER (SET) R/W MONUMENT FOUND BENCHMARK RIGHT-OF-WAY NEW CITY BLOCK VOLUME PAGE OFFICIAL PUBLIC RECORDS OF GUADALUPE COUNTY, TEXAS OFFICIAL PUBLIC RECORDS OF COMAL COUNTY, TEXAS DEED AND PLAT RECORDS OF GUADALUPE COUNTY, TEXAS DEED AND PLAT RECORDS OF COMAL COUNTY, TEXAS EXISTING CONTOUR RIGHT OF WAY CENTERLINE ROW NCB VOL. PG. OPRGC OPRCC DRGC DRCC 635 CL BEARING REFERENCE NOTE: 1. BEARINGS ARE BASED ON THE STATE PLANE COORDINATE SYSTEM ESTABLISHED FOR THE TEXAS SOUTH CENTRAL ZONE 4204, NORTH AMERICAN DATUM (NAD) OF 1983. DISTANCES SHOWN HEREON ARE GRID UNITS. FLOODPLAIN NOTE: ANY DEVELOPMENT SHALL BE IN ACCORDANCE WITH FLOODPLAIN ORDINANCE IN EFFECT AT THE TIME OF CONSTRUCTION APPLICATION. APPROVAL OF CITY PLANNING AND ZONING COMMISSION THIS OF THE QT 4033 FINAL PLAT HAS BEEN SUBMITTED TO AND CONSIDERED BY THE CITY PLANNING AND ZONING COMMISSION OF THE CITY OF SCHERTZ, TEXAS AND IS HEREBY APPROVED BY SUCH COMMISSION. DATED THIS ________ DAY OF ________________________________ 20 _____ BY: CHAIRPERSON ___________________________________________ BY: SECRETARY ____________________________________________ UTILITY PROVIDER CERTIFICATIONS THIS PROPOSED SUBDIVISION PLAT HAS BEEN REVIEWED AND APPROVED BY THE CIBOLO CREEK MUNICIPAL AUTHORITY (CCMA) FOR WASTEWATER TREATMENT PLANT CAPACITY. ALL FEES DUE FOR IMPACT TO THE SYSTEM AT THE TIME OF CONNECTION WILL BE CALCULATED AT SUBMITTAL OF BUILDING PERMIT APPLICATION AT THE THEN CURRENT FEE SCHEDULE. ______________________________________________________ AGENT FOR CIBOLO CREEK MUNICIPAL AUTHORITY CHECKED BY RMR 08/24/2023 9:38:39 AM Ap Approved By: Samuel Haas, Senior Planner Planning & Community Development W W XXXXX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XN3 1 ° 1 3 ' 5 2 " W 70 . 0 0 ' N59°1 8 ' 3 2 " E 666.2 4 ' N3 1 ° 1 2 ' 0 8 " W 10 7 . 6 4 ' S59° 1 8 ' 3 2 " W 235.4 2 ' S5° 4 9 ' 2 7 " E 133 . 7 7 ' S14 ° 3 9 ' 2 5 " E 126 . 1 4 ' S41°46'08"W 230.35' S41°46'08"W 296.26' N3 1 ° 1 3 ' 5 2 " W 52 9 . 7 0 ' S14°39'25"E 126.14' S59° 1 8 ' 3 2 " W 367.8 3 ' N4 8 ° 1 3 ' 5 2 " W 89 . 0 4 ' S41°46'08"W 209.33' N48°13'52"W 306.66' S5° 4 9 ' 2 7 " E 144 . 6 3 ' S29°59'56"E 46.42' ROW DEDICATION 1.13 AC. G3SE (P-107.1) STORE NO.: 4033 BLDG. HT.= 20'-0" SUBM E R G E D PUMP 15K U N L E A D E D ( 1 0 ' Ø ) ANN U L A R SUBM E R G E D PUMP 15K U N L E A D E D ( 1 0 ' Ø ) ANN U L A R SUBM E R G E D PUMP 15 K P R O D U C T X ( 1 0 ' Ø ) ANN U L A R SUBM E R G E D PUMP 15K P R E M I U M ( 1 0 ' Ø ) ANN U L A R SUBM E R G E D PUMP VAP O R FILL 15K D I E S E L ( 1 0 ' Ø ) ANN U L A R VAP O R FILL VAP O R FILL VAP O R FILL VAP O R FILL DEVELOPED AREA 2.66 AC. 115850 SQ. FT. SURPLUS LOT 3.06 AC. 133252 SQ. FT. SPN INITIAL SITE PLAN 40 20 0 40 80 N SITE ANALYSIS TABLE BUILDING AREA EXISTING ZONING FINISHED FLOOR ELEVATION TOTAL PAVEMENT AREA PROPOSED USE: DEVELOPED AREA QT 4033 TOTAL PARKING ACCESSIBLE PARKING REQUIRED FOR CONVENIENCE STORE/GAS SALES ARE 1 SPACE PER 250 S.F. GROSS FLOOR AREA. IMPERVIOUS COVER LOT TYPE AMOUNT PERCENT DEVELOPED IMPERVIOUS 65,116 SF 56.2% SURPLUS IMPERVIOUS 7,610 SF 5.7% PROJECT CONTACT LIST: DEVELOPED LOT AREA REQUIRED PROVIDED CONVENIENCE STORE WITH GAS PUMPS 115,850 SQ FT / 2.66 ACRES 5,300 SQ FT 867.50 65,116 SF 20 2 44 GB - GENERAL BUSINESS TRUCK PARKING 0 BUILDING HEIGHT 20'-0" SITE LEGEND N Qu i k T r i p N o . A SHEET TITLE: SHEET NUMBER: DIVISION: DESIGNED BY: 1 © COPYRIGHT QUIKTRIP CORPORATION 2011 ANY UNAUTHORIZED USE, REPRODUCTION, PUBLICATION, DISTRIBUTION, OR SALE IN WHOLE OR IN PART, IS STRICTLY FORBIDDEN. OR I G I N A L I S S U E D A T E : PROTOTYPE: VERSION: PROJECT NO.: DRAWN BY: REVIEWED BY: RE V DA T E DE S C R I P T I O N B C D E F G H J K L M N P Q A B C D E F G H J K L M N P Q 2 3 4 5 6 7 8 9 10 11 12 13 14 15 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 © 2 0 2 1 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 60 1 N W L O O P 4 1 0 , S U I T E 3 5 0 , SA N A N T O N I O , T X 7 8 2 1 6 PH O N E : 2 1 0 - 5 4 1 - 9 1 6 6 F A X : 2 1 0 - 5 4 1 - 8 6 9 9 WW W . K I M L E Y - H O R N . C O M TB P E F I R M N O . 9 2 8 40 3 3 18 2 7 9 I H - 3 5 N SC H E R T Z , T E X A S 069304919 01 / 1 5 / 2 0 2 1 P-104 (11/01/20) 001 RMR RMR AKP Qu i k T r i p N o . A SHEET TITLE: SHEET NUMBER: DIVISION: DESIGNED BY: 1 © COPYRIGHT QUIKTRIP CORPORATION 2011 ANY UNAUTHORIZED USE, REPRODUCTION, PUBLICATION, DISTRIBUTION, OR SALE IN WHOLE OR IN PART, IS STRICTLY FORBIDDEN. OR I G I N A L I S S U E D A T E : PROTOTYPE: VERSION: PROJECT NO.: DRAWN BY: REVIEWED BY: RE V DA T E DE S C R I P T I O N B C D E F G H J K L M N P Q A B C D E F G H J K L M N P Q 2 3 4 5 6 7 8 9 10 11 12 13 14 15 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 © 2 0 2 1 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 60 1 N W L O O P 4 1 0 , S U I T E 3 5 0 , SA N A N T O N I O , T X 7 8 2 1 6 PH O N E : 2 1 0 - 5 4 1 - 9 1 6 6 F A X : 2 1 0 - 5 4 1 - 8 6 9 9 WW W . K I M L E Y - H O R N . C O M TB P E F I R M N O . 9 2 8 PROPOSED USE: SURPLUS LOT COMMERCIAL CITY OF SCHERTZ NOTE Ap Certified By: Megan Harrison, Planner Planning & Community Development 02/24/2022 4:56:38 PM W W XXXXX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XN3 1 ° 1 3 ' 5 2 " W 70 . 0 0 ' N59°1 8 ' 3 2 " E 666.2 4 ' N3 1 ° 1 2 ' 0 8 " W 10 7 . 6 4 ' S59° 1 8 ' 3 2 " W 235.4 2 ' S5° 4 9 ' 2 7 " E 133 . 7 7 ' S14 ° 3 9 ' 2 5 " E 126 . 1 4 ' S41°46'08"W 230.35' S41°46'08"W 296.26' N3 1 ° 1 3 ' 5 2 " W 52 9 . 7 0 ' S14°39'25"E 126.14' S59° 1 8 ' 3 2 " W 367.8 3 ' N4 8 ° 1 3 ' 5 2 " W 89 . 0 4 ' S41°46'08"W 209.33' N48°13'52"W 306.66' S5° 4 9 ' 2 7 " E 144 . 6 3 ' S29°59'56"E 46.42' ROW DEDICATION 1.13 AC. SUBM E R G E D PUMP ANN U L A R SUBM E R G E D PUMP ANN U L A R SUBM E R G E D PUMP ANN U L A R SUBM E R G E D PUMP ANN U L A R SUBM E R G E D PUMP VAP O R FILL ANN U L A R VAP O R FILL VAP O R FILL VAP O R FILL VAP O R FILL DEVELOPED AREA 2.66 AC. 115850 SQ. FT. SURPLUS LOT 3.06 AC. 133252 SQ. FT. GRADING LEGEND SWMP PRELIMINARY STORMWATER MANAGEMENT PLAN 40 20 0 40 80 GRADING NOTES Qu i k T r i p N o . A SHEET TITLE: SHEET NUMBER: DIVISION: DESIGNED BY: 1 © COPYRIGHT QUIKTRIP CORPORATION 2011 ANY UNAUTHORIZED USE, REPRODUCTION, PUBLICATION, DISTRIBUTION, OR SALE IN WHOLE OR IN PART, IS STRICTLY FORBIDDEN. OR I G I N A L I S S U E D A T E : PROTOTYPE: VERSION: PROJECT NO.: DRAWN BY: REVIEWED BY: RE V DA T E DE S C R I P T I O N B C D E F G H J K L M N P Q A B C D E F G H J K L M N P Q 2 3 4 5 6 7 8 9 10 11 12 13 14 15 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 © 2 0 2 1 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 60 1 N W L O O P 4 1 0 , S U I T E 3 5 0 , SA N A N T O N I O , T X 7 8 2 1 6 PH O N E : 2 1 0 - 5 4 1 - 9 1 6 6 F A X : 2 1 0 - 5 4 1 - 8 6 9 9 WW W . K I M L E Y - H O R N . C O M TB P E F I R M N O . 9 2 8 40 3 3 18 2 7 9 I H - 3 5 N SC H E R T Z , T E X A S 069304919 01 / 1 5 / 2 0 2 1 P-104 (11/01/20) 001 RMR RMR AKP Qu i k T r i p N o . A SHEET TITLE: SHEET NUMBER: DIVISION: DESIGNED BY: 1 © COPYRIGHT QUIKTRIP CORPORATION 2011 ANY UNAUTHORIZED USE, REPRODUCTION, PUBLICATION, DISTRIBUTION, OR SALE IN WHOLE OR IN PART, IS STRICTLY FORBIDDEN. OR I G I N A L I S S U E D A T E : PROTOTYPE: VERSION: PROJECT NO.: DRAWN BY: REVIEWED BY: RE V DA T E DE S C R I P T I O N B C D E F G H J K L M N P Q A B C D E F G H J K L M N P Q 2 3 4 5 6 7 8 9 10 11 12 13 14 15 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 © 2 0 2 1 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 60 1 N W L O O P 4 1 0 , S U I T E 3 5 0 , SA N A N T O N I O , T X 7 8 2 1 6 PH O N E : 2 1 0 - 5 4 1 - 9 1 6 6 F A X : 2 1 0 - 5 4 1 - 8 6 9 9 WW W . K I M L E Y - H O R N . C O M TB P E F I R M N O . 9 2 8 “ ”“” N Ap Certified By: Megan Harrison, Planner Planning & Community Development 02/24/2022 4:56:42 PM W W XXXXX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XN3 1 ° 1 3 ' 5 2 " W 70 . 0 0 ' N59°1 8 ' 3 2 " E 666.2 4 ' N3 1 ° 1 2 ' 0 8 " W 10 7 . 6 4 ' S59° 1 8 ' 3 2 " W 235.4 2 ' S5° 4 9 ' 2 7 " E 133 . 7 7 ' S14 ° 3 9 ' 2 5 " E 126 . 1 4 ' S41°46'08"W 230.35' S41°46'08"W 296.26' N3 1 ° 1 3 ' 5 2 " W 52 9 . 7 0 ' S14°39'25"E 126.14' S59° 1 8 ' 3 2 " W 367.8 3 ' N4 8 ° 1 3 ' 5 2 " W 89 . 0 4 ' S41°46'08"W 209.33' N48°13'52"W 306.66' S5° 4 9 ' 2 7 " E 144 . 6 3 ' S29°59'56"E 46.42' ROW DEDICATION 1.13 AC. SUBM E R G E D PUMP ANN U L A R SUBM E R G E D PUMP ANN U L A R SUBM E R G E D PUMP ANN U L A R SUBM E R G E D PUMP ANN U L A R SUBM E R G E D PUMP VAP O R FILL ANN U L A R VAP O R FILL VAP O R FILL VAP O R FILL VAP O R FILL DEVELOPED AREA 2.66 AC. 115850 SQ. FT. SURPLUS LOT 3.06 AC. 133252 SQ. FT. UTP UTILITY PLAN 40 20 0 40 80 UTILITY GENERAL NOTES UTILITY INSTALLATION CONSIDERATIONS Qu i k T r i p N o . A SHEET TITLE: SHEET NUMBER: DIVISION: DESIGNED BY: 1 © COPYRIGHT QUIKTRIP CORPORATION 2011 ANY UNAUTHORIZED USE, REPRODUCTION, PUBLICATION, DISTRIBUTION, OR SALE IN WHOLE OR IN PART, IS STRICTLY FORBIDDEN. OR I G I N A L I S S U E D A T E : PROTOTYPE: VERSION: PROJECT NO.: DRAWN BY: REVIEWED BY: RE V DA T E DE S C R I P T I O N B C D E F G H J K L M N P Q A B C D E F G H J K L M N P Q 2 3 4 5 6 7 8 9 10 11 12 13 14 15 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 © 2 0 2 1 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 60 1 N W L O O P 4 1 0 , S U I T E 3 5 0 , SA N A N T O N I O , T X 7 8 2 1 6 PH O N E : 2 1 0 - 5 4 1 - 9 1 6 6 F A X : 2 1 0 - 5 4 1 - 8 6 9 9 WW W . K I M L E Y - H O R N . C O M TB P E F I R M N O . 9 2 8 40 3 3 18 2 7 9 I H - 3 5 N SC H E R T Z , T E X A S 069304919 01 / 1 5 / 2 0 2 1 P-104 (11/01/20) 001 RMR RMR AKP Qu i k T r i p N o . A SHEET TITLE: SHEET NUMBER: DIVISION: DESIGNED BY: 1 © COPYRIGHT QUIKTRIP CORPORATION 2011 ANY UNAUTHORIZED USE, REPRODUCTION, PUBLICATION, DISTRIBUTION, OR SALE IN WHOLE OR IN PART, IS STRICTLY FORBIDDEN. OR I G I N A L I S S U E D A T E : PROTOTYPE: VERSION: PROJECT NO.: DRAWN BY: REVIEWED BY: RE V DA T E DE S C R I P T I O N B C D E F G H J K L M N P Q A B C D E F G H J K L M N P Q 2 3 4 5 6 7 8 9 10 11 12 13 14 15 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 © 2 0 2 1 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 60 1 N W L O O P 4 1 0 , S U I T E 3 5 0 , SA N A N T O N I O , T X 7 8 2 1 6 PH O N E : 2 1 0 - 5 4 1 - 9 1 6 6 F A X : 2 1 0 - 5 4 1 - 8 6 9 9 WW W . K I M L E Y - H O R N . C O M TB P E F I R M N O . 9 2 8 N UTILITY LEGEND (NEW) ≤ ≥ CITY OF SCHERTZ NOTE Ap Certified By: Megan Harrison, Planner Planning & Community Development 02/24/2022 4:56:47 PM W W N3 1 ° 1 3 ' 5 2 " W 70 . 0 0 ' N59°1 8 ' 3 2 " E 666.2 4 ' N3 1 ° 1 2 ' 0 8 " W 10 7 . 6 4 ' S59°1 8 ' 3 2 " W 235.4 2 ' S5° 4 9 ' 2 7 " E 133 . 7 7 ' S14 ° 3 9 ' 2 5 " E 126 . 1 4 ' S41°46'08"W 230.35' S41°46'08"W 296.26' N3 1 ° 1 3 ' 5 2 " W 52 9 . 7 0 ' S14°39'25"E 126.14' S59° 1 8 ' 3 2 " W 367.8 3 ' N4 8 ° 1 3 ' 5 2 " W 89 . 0 4 ' S41°46'08"W 209.33' N48°13'52"W 306.66' S5° 4 9 ' 2 7 " E 144 . 6 3 ' ROW DEDICATION 1.13 AC. SUBM E R G E D PUMP ANN U L A R SUBM E R G E D PUMP ANN U L A R SUBM E R G E D PUMP ANN U L A R SUBM E R G E D PUMP ANN U L A R SUBM E R G E D PUMP VAP O R FILL ANN U L A R VAP O R FILL VAP O R FILL VAP O R FILL VAP O R FILL DEVELOPED AREA 2.66 AC. 115850 SQ. FT. SURPLUS LOT 3.06 AC. 133252 SQ. FT. Landscape Schedule L100 LANDSCAPE PLAN 40 20 0 40 80 Qu i k T r i p N o . A SHEET TITLE: SHEET NUMBER: DIVISION: DESIGNED BY: 1 © COPYRIGHT QUIKTRIP CORPORATION 2011 ANY UNAUTHORIZED USE, REPRODUCTION, PUBLICATION, DISTRIBUTION, OR SALE IN WHOLE OR IN PART, IS STRICTLY FORBIDDEN. OR I G I N A L I S S U E D A T E : PROTOTYPE: VERSION: PROJECT NO.: DRAWN BY: REVIEWED BY: RE V DA T E DE S C R I P T I O N B C D E F G H J K L M N P Q A B C D E F G H J K L M N P Q 2 3 4 5 6 7 8 9 10 11 12 13 14 15 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 © 2 0 2 1 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 60 1 N W L O O P 4 1 0 , S U I T E 3 5 0 , SA N A N T O N I O , T X 7 8 2 1 6 PH O N E : 2 1 0 - 5 4 1 - 9 1 6 6 F A X : 2 1 0 - 5 4 1 - 8 6 9 9 WW W . K I M L E Y - H O R N . C O M TB P E F I R M N O . 9 2 8 40 3 3 18 2 7 9 I H - 3 5 N SC H E R T Z , T E X A S 069304919 01 / 1 5 / 2 0 2 1 P-104 (11/01/20) 001 RMR RMR AKP Qu i k T r i p N o . A SHEET TITLE: SHEET NUMBER: DIVISION: DESIGNED BY: 1 © COPYRIGHT QUIKTRIP CORPORATION 2011 ANY UNAUTHORIZED USE, REPRODUCTION, PUBLICATION, DISTRIBUTION, OR SALE IN WHOLE OR IN PART, IS STRICTLY FORBIDDEN. OR I G I N A L I S S U E D A T E : PROTOTYPE: VERSION: PROJECT NO.: DRAWN BY: REVIEWED BY: RE V DA T E DE S C R I P T I O N B C D E F G H J K L M N P Q A B C D E F G H J K L M N P Q 2 3 4 5 6 7 8 9 10 11 12 13 14 15 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 © 2 0 2 1 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 60 1 N W L O O P 4 1 0 , S U I T E 3 5 0 , SA N A N T O N I O , T X 7 8 2 1 6 PH O N E : 2 1 0 - 5 4 1 - 9 1 6 6 F A X : 2 1 0 - 5 4 1 - 8 6 9 9 WW W . K I M L E Y - H O R N . C O M TB P E F I R M N O . 9 2 8 N NOTE: A TREE PRESERVATION PLAN HAS NOT BEEN PROVIDED AS THE SITE HAS NO PROTECTED OR HERITAGE TREES AND WILL IN NO WAY CAUSE THE DESTRUCTION OF OR DAMAGE TO ANY PROTECTED OR HERITAGE TREES. LANDSCAPE REQUIREMENTS 25' WATER & SEWER EASEMENT 25' WATER & SEWER EASEMENT Ap Certified By: Megan Harrison, Planner Planning & Community Development 02/24/2022 4:56:51 PM 92'-4" 51'-812" 16'-6" 92'-4"8'-1112" 51'-8" 8'-1112" 21'-8"16'-6"21'-8"27'-7" 34'-4"34'-5"23'-7" 10'-8"10'-8" 8'-5"8'-5" 96'-4" Rear Facade 4'-4"4'-4" 4'-4" 49'-8" FINISH MANUFACTURER SPECIFICATION 1 2 3 4 5 6 8 9 7 10 BRONZESTONE INTERSTATE BRICK ATLAS STRUCTURAL BRICK MIDNIGHT INTERSTATE BRICK ATLAS STRUCTURAL BRICK BLACK ALL COURT FABRICS POLYPRO 95 MESH DARK BRONZE METAL/PAINT HLZ-ALUMINUM FASCIA IDB-20 ILLUMINATED SIGNAGE CL-60R ALPOLIC ALLEN INDUSTRIES ALLEN INDUSTRIES LANE QT RED STANDING SEAM AWNING RED POLYCARBONATE ILLUMINATED BANDALLEN INDUSTRIES LANE GLEN GERYSONOMA STACKED STONE ILLUMINATED SIGNAGE 11 CL-44R ALLEN INDUSTRIES ILLUMINATED SIGNAGE APPROVED 12/19/2018 Approved custom building w/ additional glazing and facade articulation 4033 18279 IH 35 N 82-4033G3S Ap Certified By: Megan Harrison, Planner Planning & Community Development 02/24/2022 4:56:56 PM 4033 18279 IH 35 N 82-4033G3S Ap Certified By: Megan Harrison, Planner Planning & Community Development 02/24/2022 4:57:02 PM