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Oaks at Green Valley Lot 116 Site Plan - approved 12-10-20waaaam /��4" YELLOW PAINTED PAVEMENT STRIPE PER NOTES �� ANO SPECIFICATIONS \�/ �� ACCESSIBLE PARKING RE: DETAIL 11/C-5.0 co � i/^ 5" THICK CONCRETE SIDEWALK. 115 SF OF 5' VMOE CONCRETE SIDEWALK INSTALLED PER TXDOT PERMIT. . ' _ . CURB RAMP RE' O/C OO � � � SAN ANTON0, TX 78231 c� CROSSWALK STRIPING �E' DETAIL 1O/C-0O ' / ' (0}4" YELLOW STRIPE ON 2' CENTERS @ 45^ DEGRESS (7}�" �� CURB RE' DETAIL 2/C-�O . . / . �- (o> TRAFFIC FLOW ARROW. RE: DETAIL 1/C-0.0 C:) uf) " � YELLOW STRIPE FOR LANE MARKING. DUWPSTER PAD WITH ENCLOSURE AND GATE ,- co RE: ARCH. PLANS on w (m t-- :3 PROPOSED 10' PARKING STALLS c� `- � VVHEELSTOP ¢) 09 RE: 7/C-6.0 �J>PROPOSED RETAINING WALL /�\ACCESS|BLE PARKING SIGN ROY RICHARD [>R. \�/RE: DETAIL 13/C-6.0 /�\ELECTR|C PANEL AND METER /�K�����\ ` / \�/RE: MEP PLANS �- e B|KE RACK (120' PUBLIC RIGHT-OF-WAY) DEED AND PLAT RECORDS OF GUADALUPE COUNTY, TEXAS AND SITUATED IN RE: DETAIL 12/C-6.0 �� TIE INTO EXISTING TxDOTS|DEWALK �� <�0TlE INTO EXISTING CURB �� /��8' TALL FENCECRETE FENCE ON PIERS - c� ELEVATED WITH BOTTOM OF FENCE SET MINIMUM OF 701.3 /12" ABOVE 100-YEAR YVSEL\ /��O INCH CONCRETE PAVEMENT OVER O" OF �� COMPACTED BUBCRADE. #3 BARS AT 18 INCH ON CENTER EACH WAY. SCALE: 1"=.20" O 10 20 40 —1-- -- �--- -- -- ---- 7 | | | | ' LEGEND- 1/2"IRON ROD FOUND | | / | | / (R) RECORD BEARINGS (m) MEASURED BEARINGS | | o 1/2^ IRON ROD SET | | ' �� CONTROL MONUMENTS `, p��o�� MAP / PLAT RECORDS | | ' . . BEXAR COUNTY, TEXAS / /| o.m.auT. DEED RECORDS, BEXAR - / COUNTY, TEXAS - | --- `v' | BOLLARD / \ /� � \ LIGHT POLE wa POWER POLE STORM DRAIN MANHOLE w o _ w ` -l_- swo ELECTRIC METER | | ---- --- --- ---- ~ omo GAS METER \ | FLOODPLAIN LIMITS PER IRRIGATION CONTROL VALVE SIGN ----- EASEMENT PROPERTY BOUNDARY ADJOINER PROPERTY EXISTING FIRE LANE TO REMAIN CUSTOMER VEHICLE STACKING POSITIONS SUMMARY- PROPOSED USE: RESTAURANT, DRIVE THRU ( LOT AREA: 1.309 AC (57.020 SF) IMPERVIOUS COVER LOT 116: 13.400 SF (24%) IMPERVIOUS COVER ON LOT 115: ±41.817 SF (06%) BUILDING AREA: 480 3F BUILDING HEIGHT: 10'-4" (1 STORY) FLOOR TO AREA RATIO (FAR): 2% PARKING REQUIRED: 5 SPACES PARKING PROVIDED: 10 SPACES ACCESSIBLE PARKING REQUIRED: 1 SPACE ACCESSIBLE PARKING PROVIDED: 1 SPACE SITE INFO ZONING INFORMATION: LOT IS ZONED NS, NEIGHBORHOOD SERVICES | / SUBDIVISION: LOT 114R, BLOCK 1, OAKS AT GREEN VALLEY U SUBD|VSI0N REPLAT -- -- -- -- -f -- / | 4016 RW 3009 EAST, SCHERTZ, TX VAR|ABLE ��DTH_~/ / �ccsss ssm'T | OWNER ` kk�` " AW MARK ROBERT JOHNSON�o4 8 Q7,0 Aw so 92 -v OGVP U|, LLC STEVE BRAHA. MANAGER _ co co � i/^ 10003 NW MILITARY DR. #2205 cl, � � � SAN ANTON0, TX 78231 U0 593-0777 �- o 0 C:) uf) cn �� m q < ,- co � on w (m t-- :3 w c� `- � o n] T- ¢) 09 ry SCALE: 1"=.20" O 10 20 40 —1-- -- �--- -- -- ---- 7 | | | | ' LEGEND- 1/2"IRON ROD FOUND | | / | | / (R) RECORD BEARINGS (m) MEASURED BEARINGS | | o 1/2^ IRON ROD SET | | ' �� CONTROL MONUMENTS `, p��o�� MAP / PLAT RECORDS | | ' . . BEXAR COUNTY, TEXAS / /| o.m.auT. DEED RECORDS, BEXAR - / COUNTY, TEXAS - | --- `v' | BOLLARD / \ /� � \ LIGHT POLE wa POWER POLE STORM DRAIN MANHOLE w o _ w ` -l_- swo ELECTRIC METER | | ---- --- --- ---- ~ omo GAS METER \ | FLOODPLAIN LIMITS PER IRRIGATION CONTROL VALVE SIGN ----- EASEMENT PROPERTY BOUNDARY ADJOINER PROPERTY EXISTING FIRE LANE TO REMAIN CUSTOMER VEHICLE STACKING POSITIONS SUMMARY- PROPOSED USE: RESTAURANT, DRIVE THRU ( LOT AREA: 1.309 AC (57.020 SF) IMPERVIOUS COVER LOT 116: 13.400 SF (24%) IMPERVIOUS COVER ON LOT 115: ±41.817 SF (06%) BUILDING AREA: 480 3F BUILDING HEIGHT: 10'-4" (1 STORY) FLOOR TO AREA RATIO (FAR): 2% PARKING REQUIRED: 5 SPACES PARKING PROVIDED: 10 SPACES ACCESSIBLE PARKING REQUIRED: 1 SPACE ACCESSIBLE PARKING PROVIDED: 1 SPACE SITE INFO ZONING INFORMATION: LOT IS ZONED NS, NEIGHBORHOOD SERVICES | / SUBDIVISION: LOT 114R, BLOCK 1, OAKS AT GREEN VALLEY U SUBD|VSI0N REPLAT -- -- -- -- -f -- / | 4016 RW 3009 EAST, SCHERTZ, TX VAR|ABLE ��DTH_~/ / �ccsss ssm'T | OWNER ` kk�` " AW MARK ROBERT JOHNSON�o4 8 Q7,0 Aw so 92 -v OGVP U|, LLC STEVE BRAHA. MANAGER � i/^ 10003 NW MILITARY DR. #2205 cl, � � � SAN ANTON0, TX 78231 ~�~ 593-0777 LEGAL DESCRIPTION ESTABLISHING LOTS 115 AND 110, BLOCK 1, BEING A 3.196 ACRE TRACT OF ROY RICHARD [>R. LAND BEING COMPRISED OF LOT 114R BLOCK 1 OF THE OAKS AT GREEN . . ���' /�K�����\ ` / VALLEY U SUBDIVISION PLAT AS RECORDED |N VOLUME 7 PAGE 2A2 0F THE . ���� ~~~� �- (120' PUBLIC RIGHT-OF-WAY) DEED AND PLAT RECORDS OF GUADALUPE COUNTY, TEXAS AND SITUATED IN ~ THE ROBERT MARTIN AND JOHN F WALKER SURVEY NO 118 |N THE CITY OF F. ' ' ` U �l �� SCHERTZ. QJADALUPE COUNT( TEXAS. ���� z C) UJ cm �- 2 u- u U] ur ry FLOOD INFORMATION `- �� UJ U r- 5 z ACCORDING TO FLOOD INSURANCE RATE MAP, PANEL 48187CO210F, DATED ��� V��-� o 11/02/2007. PORTIONS OF THE PROPERTY ARE LOCATED WITHIN ZONE X AND ZONE AE FLOOD ZONE AREAS. THE PROJECT HAS A CLOMR-F APPLICATION U U APPROVED BY THE CITY AND FILED WITH FEMA FOR REVIEW. U U ���������������� U���A���K���U���� BENCHMARK INFORMATION "��"� BM #1 TBW#1- FOUND WAG TBM SQUARE w/ ^X^ ELEV. 766.18' EM #2 TBM#2- "X" ON CONC, ELEV. 765.59' SURVEY PROVIDED BY: ELIZONDO & ASSOCIATES — LAND SURVEYING & MAPPING, LLC, 11153 WESTWOOD LOOP, STE 120, SAN ANTONIO, TX 78253 (210) 375-4128 DATE: �mwl cio I "= TRE - diF "OP (QF ROOT' BALL Ti BE 1 -2' HIGHER THAN ADJACENT GRADE aAOK fSL_VlVITH EXISTING SOIL. I SANDY OR CLAY SOILS, ADD 20PL MOO BY VOLUME COMPOSTED ORGANIC MATERIAL TO THE EXISTING SOIL. ;emck IF SHRUB Is B & B I HEN REMOVE &URLAP A ROPE FROM TOP 1/3 OF BALL F OM, FAULK COLLAR WATER AND TAMP TO �R ?I BALL - UNDISTU� REMOVE SIDES AND SOIL COMPACTED ENOUGH BOTTOM AIR. POCKETS TO PREVENT SETTLING A SOIL V✓A RING BASIN j# bra p 6K""a TY115HED GRADE t.. REMOVEANY DEAD, DYING OR SEVERELY BROKEN FWGS OR BRANCHES IF REMOVING THERE BRANCHED REDUCES THE SHRUB HEIGHT SEL.OWSPECIPIED HEIGHT THEN SHRUB SHALL BE REJECTED AGPIFORLI TAOFT 2. NEVICY PLANTED SHRUNSSHALL BE FERTILIZED AMTH ATIME RELEASE C I-REF REI''a :Ep FERTILIZER WTHA 20 -20 20 ANALYSIS APPLIED PER MANUFACTURERS SPECLFICATION. SEC ROOT BAIL ON U VCTaTURDFD SOIL f I E MM t A I'CG`h l WZJj xlEVS (,LGmp -f A 14 t° MULCH AF A DEPTH 7 (HONE AT COLLAR) N a+ 3X u C? tti e a »N � a o a� wi BACKCYLL EAI S °CCIf ICLK --- � PIAIFINGIDA W. to N a BOTTOM OF YLAiiTH,G PIY T2 -im?eS LUAMCTrL, OF ROOT BALL TRE - diF "OP (QF ROOT' BALL Ti BE 1 -2' HIGHER THAN ADJACENT GRADE aAOK fSL_VlVITH EXISTING SOIL. I SANDY OR CLAY SOILS, ADD 20PL MOO BY VOLUME COMPOSTED ORGANIC MATERIAL TO THE EXISTING SOIL. ;emck IF SHRUB Is B & B I HEN REMOVE &URLAP A ROPE FROM TOP 1/3 OF BALL F OM, FAULK COLLAR WATER AND TAMP TO �R ?I BALL - UNDISTU� REMOVE SIDES AND SOIL COMPACTED ENOUGH BOTTOM AIR. POCKETS TO PREVENT SETTLING A SOIL V✓A RING BASIN j# bra p 6K""a TY115HED GRADE t.. REMOVEANY DEAD, DYING OR SEVERELY BROKEN FWGS OR BRANCHES IF REMOVING THERE BRANCHED REDUCES THE SHRUB HEIGHT SEL.OWSPECIPIED HEIGHT THEN SHRUB SHALL BE REJECTED AGPIFORLI TAOFT 2. NEVICY PLANTED SHRUNSSHALL BE FERTILIZED AMTH ATIME RELEASE C I-REF REI''a :Ep FERTILIZER WTHA 20 -20 20 ANALYSIS APPLIED PER MANUFACTURERS SPECLFICATION. SEC ROOT BAIL ON U VCTaTURDFD SOIL f I E MM t A I'CG`h l WZJj xlEVS (,LGmp -f A 14 t° MARK ROBERT JOHNSON I z a T. C) U) w Q I m Z X CA NO ins F- UJ Ul CS z 0 1 7 N R q C? tti e »N � a C4 Zf� a� (0 � Q m W. to N a CL a 0 VI V o t Q � q A y MARK ROBERT JOHNSON I z a T. C) U) w Q I m Z X CA NO ins F- UJ Ul CS z 0 5 4 EXT. FINISHES: LEGEND: � AND PURPOSE: CC-1: NOTE: CF -1: THE BUILDING DEPICTED IN THESE SEE THE ATTACHED 3D MODEL COLOR DS -1: DRAWINGS IS DESIGNED TO BE A STAND RENDERING FOR A REALISTIC DEPICTION MS -1: OF WHAT THE EXTERIOR FINISHES WILL ALONE COFFEE DRIVE -THRU KIOSK FOR LOOK LIKE. Ll THE "ON THE GRIND" COMPANY. THE PT -2: MAJORITY OF THIS BUILDING WILL BE WALL PANELS: RL-1: MANUFACTURED AND ASSEMBLED WF -1: OFF -SITE AND DELIVERED TO THE SITE � > °j � wF -3: FOR PLACEMENT. NO PUBLIC ACCESS WILL BE ALLOWED INSIDE THE BUILDING � WHEN OPERATIONAL. ■ �w����_ ALUMINUM CANOPY PAINT PT -2 METAL CAP FLASHING (GALVALUME) DOWNSPOUT (GALVALUME FINISH) MCNICHOLS 8 GA. ALUMINUM PERFORATED METAL SCREEN WITH 1/2" ROUND ON 11/16 "STAGGERED CENTERS. (ITEM# 1712611241) MOUNTED ON 2 "x2" STEEL FRAME PAINT PT -2 SHERWIN WILLIAMS - TRICORN BLACK (SW6258) ROOF ACCESS LADDER - PREFINISHED GRAY STONE: SEE "STONE INFORMATION" (ON -SITE) NICHIHA VINTAGEWOOD - COLOR: CEDAR MUELLER 26 GA. W/ 7/8" PROFILE CORRUGATED METAL SIDING (GALVALUME) (OR EQUAL) A OVERALL (TOTAL) BUILDING INFORMATION BUILDING FLOOR AREA: 29" CCVEKAGE OCCUPANCY CLASSIFICATION: HORIZONTAL ARTICULATION 2 314„ VB EXEMPTION: NON SPRINKLERED FIRE SEPARATION DISTANCE: X > 10' -0" (31.5" COVERAGE ALSO AVAILABLE IN 6 EMPLOYEES MAX IN OUR PRELIMINARY MEETING WITH LIMITED COLORS) ENTRY /EXIT: THE CITY OF SCHERTZ ON 10.17.19, WE COLOR: GALVALUME GUAGE: 26 GA. 16' -4" WERE GIVEN THE OPTION TO MODIFY MANUFACTURER: MUELLER OR EQUAL TOTAL FACADE AREA: THE LENGTH OF OUR ORIGINAL DESIGN (WHICH WE DID) TO BE 30' OR NESS STONE INFORMATION: O (OUTSIDE TO OUTSIDE OF WALL BROOKS STONE RANCH FRAMING) IN ORDER NO AVOID NEW BRAUNFELS, TX c 830- 624 -7554 HORIZONTAL ARTICULATION uj REQUIREMENTS. OUR BUILDING IS NOW 4" OKLAHOMA LEDGE W/ 10" TO 4" SILVER LEDGE 30' LONG AND THEREFORE EXEMPT PER USE 6" OKLAHOMA LEDGE FOR CAP OUR MEETING AND THE ATTACHED 0 C REFERENCE EMAIL. THANK YOU.... NICHIHA COM POS ITN A OVERALL (TOTAL) BUILDING INFORMATION BUILDING FLOOR AREA: 465 S.F. OCCUPANCY CLASSIFICATION: B CONSTRUCTION TYPE: VB FIRE PROTECTION: NON SPRINKLERED FIRE SEPARATION DISTANCE: X > 10' -0" EMPLOYEE COUNT: 6 EMPLOYEES MAX PLUMBING FIXTURES: 1 UNISEX RESTROOM ENTRY /EXIT: (1) EXIT = 38" FINISHED BUILDING HEIGHT: 16' -4" BUILDING DESIGN CATEGORY: COMMERCIAL TOTAL FACADE AREA: 11323 SF WEST ELEVATION INFORMATION DESCRIPTION AREA TOTAL FACADE AREA 188 SF FACADE AREA MINUS GLASS 188 SF FACADE AREA OF GLASS 0 SF FACADE AREA OF STONE 0 SF FACADE AREA OF METAL PANELS 161 SF FACADE AREA OF COMPOSITE WOOD SIDING 0 SF NORTH ELEVATION INFORMATION DESCRIPTION AREA TOTAL FACADE AREA 418 SF FACADE AREA MINUS GLASS 392 SF FACADE AREA OF GLASS 26 SF FACADE AREA OF STONE 145 SF FACADE AREA OF METAL PANELS 227 SF FACADE AREA OF COMPOSITE WOOD SIDING 20 SF SOUTH ELEVATION INFORMATION DESCRIPTION AREA TOTAL FACADE AREA 466 SF FACADE AREA MINUS GLASS 386 SF FACADE AREA OF GLASS 80 SF FACADE AREA OF STONE 282 SF FACADE AREA OF METAL PANELS 78 SF FACADE AREA OF COMPOSITE WOOD SIDING 26 SF EAST ELEVATION INFORMATION DESCRIPTION AREA TOTAL FACADE AREA 250 SF FACADE AREA MINUS GLASS 196 SF FACADE AREA OF GLASS 54 SF FACADE AREA OF STONE 145 SF FACADE AREA OF METAL PANELS 40 SF FACADE AREA OF COMPOSITE WOOD SIDING 11 SF NICHIHA PROVIDES THE LOOK OF WOOD WITHOUT THE DRAWBACKS OF NATURAL WOOD CLADDING. BUILT TO LAST, OUR VINTAGEWOOD TM PANELS OFFER THE RICH TEXTURES OF WOOD WHILE PROVIDING COLOR STABILITY AND WITHSTANDING EXTREME WEATHER ELEMENTS. VINTAGEWOOD EXUDES MODERN REFINEMENT AND WORKS WELL IN BOTH MODERN AND VINTAGE DESIGNS. IT PAIRS PERFECTLY WITH GLASS AND METAL FINISHES, ADDING A TOUCH OF WARMTH TO THE COOLNESS OF THESE MATERIALS. VINTAGEWOOD ARE AS VERSATILE AS THEY ARE DURABLE. OUR WOOD SERIES PANELS CAN INSTALL BOTH VERTICALLY AND HORIZONTALLY AND CAN BE USED IN INTERIOR AND EXTERIOR SETTINGS. HIDDEN FASTENERS PROVIDE A CLEAN AND BEAUTIFUL LOOK. NICHIHA GIVES YOU THE BEAUTY OF WOOD BACKED BY THE BRAWN OF FIBER CEMENT. VINTAGEWOOD SPECS AWP COLOR: CEDAR DIMENSIONS (ACTUAL) 17 -7/8" H THICKNESS (ACTUAL) 5/8" WEIGHT (LBS. PER PANEL) 34.8 WEIGHT (LBS. PER SQ. FT.) 3.9 CANOPY INFORMATION: CANOPIES WILL BE PRE - FINISHED (PAINTED BLACK) BY THE CANOPY MANUFACTURER. THEY WILL HAVE A SELF - CONTAINED GUTTERING SYSTEM AND TURNBUCKLE SUPPORTS. 7 {c7i�l �t 1. PAINT DOORS AND FRAMES PT -2 2. DOWNSPOUTS AND SCUPPERS TO BE GALVALUME FINISH 3. PAINT ROOF SCREENS PT -2 4. EXTERIOR SIGNAGE BY U.S. SIGNS AS APPROVED BY OWNER 5. CAP FLASHING TO BE GALVALUME FINISH 6. CANOPY AND TIES TO BE PRE - FINISHED PT -2 7. WINDOW FRAMES /MULLIONS TO BE DARK BRONZE FINISH 8. EXTERIOR LIGHT FIXTURES TO HAVE BLACK FINISH • I • I -�� L[•»i In CC -1 ......... DS -1 PROVIDE ELECTRICAL OUTLET 18" A.F.F. PROVIDE J -TRIM AROUND Box aw^ :2z Q Z x 00� (D 0 0 PT -2 PT -2 CF -1 T.O. ROOF r ELEV. + 10' -5" CC -1 8.0. CANOPY ELEV. + 8 -0" WF -1 I N is I 5 A3 /A -2.0 30' -0" 11 -6 4'-9" 4 -2Y 9'-6y4" 10' -10�" 6' -0" 3'-9" 6' -0" RESTROOM� $ _ / I C.0 t�ft rnnKFR C4 FLOOR P LAN- 16'x30' 1/4" = V-0" MS -1 T.O. WALL ELEV. + 14' -4' I I OL MAX SHIPPING HEIGHT ELEV. + 11' -10" T.O. STEEL CHANNELS ELEV. + 9' -10 1/2" - E 0 WD$ -- - -- - - -- V + T.O. STONE CAP ELEV. + S -6" FINISHED FLOOR ELEV. + 0' -0" NORTH- WALK -UP SIDE A2 EXTERIOR ELEVATIONS AND FINISHES 1/4" = 1' -0" T.O. PERFORATED METAL SCREEN ELEV. + 14' -4" �W T.O. WALL ELEV. + 11' -10" B.O. PERFORATED METAL SCREEN ELEV. + 10 -4' CENTER OF LIGHT FIXTURES Ah ELEV. + 8 -2" FINISHED FLOOR ELEV. + 0'-0" I I T.0. _WALL ELEV. + 16' -4" I II 50UTH-DRIV T.O. WALL ELEV. + 16' -4" °T Sumom I II fi 1 .. N I U TURNBUCKLE TIEBACK ELEV. + 11' -1" T.O. WINDOW ELEV. + 7' -2" B.O. WINDOW ELEV. + 2' -10" FINISHED FLOOR ELEV. + 0' -0" T.O. WALL ELEV. + 14' -4" T.O. WOOD TILE BAND ELEV. + 11' -10" B.O. WOOD TILE BAND ELEV. + 10 -4" C -1 T.O. WINDOW ELEV. + 8 -0" FINISHED FLOOR ELEV. + 0' -0" EAST - FRONT SI D f- 2 S 4 S O N N co O z O J a- W QQ W � U cn a- � jOJ z �� �mzZ��Q��� ` W��j�WW=00�W j ��C�I�jWp�Uk's o�W�WOaW° � 2c) 2,,Z vi OWI vO�ZZZW�� 2L Z�tZ�'ZZm�E J �Q p1�0 uj W Z� °w��zQazz Q�OQWQ��W�O� (T-)�?m�a °ooh o V) U) � Y `S O N N O N N i uj 00 0 C J • a UJ o V) U) � Y `S O N N O N N uj 00 0 C J a UJ = o a U 0 Q 0 S 30'26'35" E 724.93' w_, -_.._. __._..._. j/ -- - -- - -- — — 6 I - - / _ of -- - / OE - - - - -- of J ._r_ . _ - -- -- of / - - - -- of -- _ OE HE OE -- 7z,\c2> / � o�- Q 011\ Mw z / MN o� 0 U. t to � _. �.. z a / o cc �,•,� N 1 -H A 'o LL l��rtt co / r � o t� 0 • i j � i ���C -H taC rC r C Y' 1 I �r f41 OF 6" SDR 26 PVO .a t `t /a LATE Al. AT MIN. 1%S E( °, ..a'; (� �J / !? w� AA WW W` �+ -- E / ea8 7 r TP \4w a x L+ —x— a a• ti i / — .d — - - - -- — — — — ,w �' +� a` 1 a t t _.. t , .> 5. •t BM t_ SCALE: 1 " =20' 0 10 20 40 LEGEND lcv ° IRRIGATION CONTROL VALVE -� SIGN - - — — - EASEMENT U 1/2 "IRON ROD FOUND (R) RECORD BEARINGS (M) MEASURED BEARINGS 0 1 /2" IRON ROD SET Q CONTROL MONUMENTS P.R.B.C.T. MAP / PLAT RECORDS, - BEXAR COUNTY, TEXAS D.R.B.C.T. DEED RECORDS, BEXAR � COUNTY, TEXAS N BOLLARD LIGHT POLE PROPOSED WASTEWATER SERVICE POWER POLE ®p STORM DRAIN MANHOLE EMO ELECTRIC METER GM O GAS METER lcv ° IRRIGATION CONTROL VALVE -� SIGN - - — — - EASEMENT U ADJOINER PROPERTY z J W ESTABLISHING LOTS 115 AND 116, BLOCK 1, BEING A 3.196 ACRE TRACT OF J � - � ROY RICHARD DR. � � N X" LATERAL PROPOSED WASTEWATER SERVICE 00 �` X" DOM.WAT. cu 11- DEED AND PLAT RECORDS OF GUADALUPE COUNTY, TEXAS AND SITUATED IN Q THE ROBERT MARTIN AND JOHN F. WALKER SURVEY NO. 118, IN THE CITY OF H (D X SCHERTZ, GUADALUPE COUNTY, TEXAS. d' "= 0) CD 0 d r -0 o O O d a)ULn rn (� O H Q OD �- to N FLOOD INFORMATION to oo o (n U) N f t tzs ; P\E,OF.TE�S�,� . .............................. MARK ROBERT JOHNSON ............................... I Av i S 30'26'33" E "`` ".. 709.93' ww EXISTING WASTEWATER LINE KEYNOTES: O CONNECT 6" SERVICE LATERAL PER CITY REQUIREMENTS. FL= 760.40 O2 FL = 760.8 (5' FROM BUILDING) O INSTALL 8 "x1" TAPPING SADDLE WITH CC THREADS FOR 3/4" METER SERVICE PER CITY OF SCHERTZ DETAIL. INSTALL REDUCED PRESSURE BACKFLOW PREVENTION DEVICE. COPPER REQUIRED ON CITY SIDE OF METER. O INSTALL 8 "X1" TAPPING SADDLE WITH CC THREADS FOR 3/4" METER SERVICE PER CITY OF SCHERTZ DETAIL. INSTALL REDUCED PRESSURE BACKFLOW PREVENTION DEVICE. COPPER REQUIRED ON CITY SIDE OF METER. 5 FIRE HYDRANT LINE — 8 "X6" CUT —IN TEE, INCLUDING 2 GATE VALVES. INSTALL DOUBLE CHECK DETECTOR ASSEMBLY BACKFLOW PREVENTION IN BELOW GROUND BOX PER CITY OF SCHERTZ DETAILS. INSTALL PER MEP PVC CONDUITS FOR O6 POWER AND COMMUNICATIONS O INSTALL FIRE HYDRANT PER CITY DETAILS 8 PROPOSED POLE MOUNTED TRANSFORMER ON NEW POLE 0 (GVEC TO VERIFY IN THE FIELD) O PROPOSED METER RACK WITH DISCONNECT SITE INFO ZONING INFORMATION: LOT IS ZONED NS, NEIGHBORHOOD SERVICES SUBDIVISION: LOT 114R, BLOCK 1, OAKS AT GREEN VALLEY II SUBDIVSION REPLAT 4016 FM 3009 EAST, SCHERTZ, TX nwmg =p OGVP III, LLC STEVE BRAHA, MANAGER 10003 NW MILITARY DR, #2205 SAN ANTONIO, TX 78231 593 -0777 " 0, i I W ry ADJOINER PROPERTY z W ESTABLISHING LOTS 115 AND 116, BLOCK 1, BEING A 3.196 ACRE TRACT OF - EXISTING TREE TO REMAIN ROY RICHARD DR. � 1 M X" LATERAL PROPOSED WASTEWATER SERVICE �` X" DOM.WAT. PROPOSED WATER SERVICE (120' PUBLIC RIGHT S 30'26'33" E "`` ".. 709.93' ww EXISTING WASTEWATER LINE KEYNOTES: O CONNECT 6" SERVICE LATERAL PER CITY REQUIREMENTS. FL= 760.40 O2 FL = 760.8 (5' FROM BUILDING) O INSTALL 8 "x1" TAPPING SADDLE WITH CC THREADS FOR 3/4" METER SERVICE PER CITY OF SCHERTZ DETAIL. INSTALL REDUCED PRESSURE BACKFLOW PREVENTION DEVICE. COPPER REQUIRED ON CITY SIDE OF METER. O INSTALL 8 "X1" TAPPING SADDLE WITH CC THREADS FOR 3/4" METER SERVICE PER CITY OF SCHERTZ DETAIL. INSTALL REDUCED PRESSURE BACKFLOW PREVENTION DEVICE. COPPER REQUIRED ON CITY SIDE OF METER. 5 FIRE HYDRANT LINE — 8 "X6" CUT —IN TEE, INCLUDING 2 GATE VALVES. INSTALL DOUBLE CHECK DETECTOR ASSEMBLY BACKFLOW PREVENTION IN BELOW GROUND BOX PER CITY OF SCHERTZ DETAILS. INSTALL PER MEP PVC CONDUITS FOR O6 POWER AND COMMUNICATIONS O INSTALL FIRE HYDRANT PER CITY DETAILS 8 PROPOSED POLE MOUNTED TRANSFORMER ON NEW POLE 0 (GVEC TO VERIFY IN THE FIELD) O PROPOSED METER RACK WITH DISCONNECT SITE INFO ZONING INFORMATION: LOT IS ZONED NS, NEIGHBORHOOD SERVICES SUBDIVISION: LOT 114R, BLOCK 1, OAKS AT GREEN VALLEY II SUBDIVSION REPLAT 4016 FM 3009 EAST, SCHERTZ, TX nwmg =p OGVP III, LLC STEVE BRAHA, MANAGER 10003 NW MILITARY DR, #2205 SAN ANTONIO, TX 78231 593 -0777 " 0, i I W ry BM #2 TBM #2 - "X" ON CONC, ELEV. 765.59' SURVEY PROVIDED BY: ELIZONDO & ASSOCIATES - LAND SURVEYING & MAPPING, LLC, 11153 WESTWOOD LOOP, STE 120, SAN ANTONIO, TX 78253 (210) 375 -4128 010/05/2020 SHEET: C -5.0 z ESTABLISHING LOTS 115 AND 116, BLOCK 1, BEING A 3.196 ACRE TRACT OF ROY RICHARD DR. LAND BEING COMPRISED OF LOT 114R, BLOCK 1, OF THE OAKS AT GREEN M (FM 3009) VALLEY II SUBDIVISION PLAT AS RECORDED IN VOLUME 7, PAGE 292 OF THE �` (120' PUBLIC RIGHT DEED AND PLAT RECORDS OF GUADALUPE COUNTY, TEXAS AND SITUATED IN Q THE ROBERT MARTIN AND JOHN F. WALKER SURVEY NO. 118, IN THE CITY OF n X SCHERTZ, GUADALUPE COUNTY, TEXAS. Iy CD (� u- H �- FLOOD INFORMATION = o z U z ACCORDING TO FLOOD INSURANCE RATE MAP, PANEL 48187CO210F, DATED O 11/02/2007, PORTIONS OF THE PROPERTY ARE LOCATED WITHIN ZONE X AND ZONE AE FLOOD ZONE AREAS. THE PROJECT HAS A CLOMR -F APPLICATION APPROVED BY THE CITY AND FILED WITH FEMA FOR REVIEW. BENCHMARK INFORMATION BM #1 TBM #1 - FOUND MAG TBM SQUARE W/ "X ", ELEV. 766.18' DATE: BM #2 TBM #2 - "X" ON CONC, ELEV. 765.59' SURVEY PROVIDED BY: ELIZONDO & ASSOCIATES - LAND SURVEYING & MAPPING, LLC, 11153 WESTWOOD LOOP, STE 120, SAN ANTONIO, TX 78253 (210) 375 -4128 010/05/2020 SHEET: C -5.0