LUCAS MUNOZ SURVEY NO. 86 ABSTRACT NO. 488, N.C.B CITY OF SAN ANTONIO, BEXAR, TEXAS.

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1 PALM VALLEY LOCATION MAP PARADISE TRACE SOL HALLIE PL VALLEY RD R.O.W. SQ.FT. D.R. FIR SIR G,E,T,CA D.P.R. O.P.R. N.T.S. 410 RAY ELLISON BLVD LEGEND SET 1/2" IRON ROD W/ CAP STAMPED "VICKREY PROP. COR." (UNLESS OTHERWISE NOTED) SIGN (AS NOTED) RIGHT-OF-WAY SQUARE FEET NOT TO SCALE DR 410 STORM WATER MANHOLE ELM VALLEY RAY ELLISON DR FOUND 1/2" IRON ROD W/ CAP STAMPED "VICKREY PROP. COR." (UNLESS OTHERWISE NOTED) SITE BLVD DEED RECORD OF BEXAR COUNTY, TEXAS WALNUT OFFICIAL PUBLIC RECORD OF REAL PROPERTY OF BEXAR COUNTY, TEXAS VALLEY GAS, ELECTRIC, TELEPHONE AND CABLE TELEVISION DR DEED AND PLAT RECORDS OF BEXAR COUNTY, TEXAS GN1 GN2 GN3 10M PARCEL ACRE DRAINAGE EASEMENT GENERAL NOTES FIR ACRE TRACT DEED REFERENCE: VOL , PG. 908, O.P.R. OWNER: SCC REALTY COMPANY, LTD. L8 POINT OF BEGINNING FIR PORTION OF CLOSED AND VACATED OLD DWYER ROAD BY ORDINANCE OWNER: SCC REALTY COMPANY, LTD. BURIED PIPELINE MARKER L7 STORM DRAIN STRUCTURE FIR INLET STRUCTURE N22 14'00"W ' 10M PARCEL ACRE DRAINAGE EASEMENT C1 STORM DRAIN STRUCTURE 10L GAS EASEMENT FIR 10G 10H 10I 10J 10K 10L 10M SCHEDULE B EXCEPTIONS CURVE C1 C2 C3 LENGTH ' ' ' RADIUS ' ' ' CURVE TABLE DELTA TANGENT 25 38'46" ' 18 12'14" ' 58 23'04" ' CHORD BEARING S50 31'02"E S46 47'47"E N51 28'10"W CHORD ' ' ' AS-SURVEYED DESCRIPTION Being a acre (181,065 square feet) tract of land out of the Lucas Muñoz Survey No. 86, Abstract No. 488, and the Maria F. Rodriguez Survey No. 4, Abstract No. 16, New City Block 15228, situated in the City of San Antonio, Bexar County, Texas, said acre tract being comprised of a portion of a acre tract conveyed from Ray Ellison Self Storage, LLC to S&K Development Company, Inc. by Warranty Deed recorded in Volume 15042, Page 904, Official Public Records of Real Property (O.P.R.) of Bexar County, Texas (all records cited herein are recorded in Bexar County, Texas), a acre tract conveyed from James M. Schneider to S&K Development Company, Inc. by Special Warranty Deed recorded in Volume 17563, Page 214, O.P.R. and a portion of Old Dwyer Road, a closed and vacated right-of-way by Ordinance , said acre tract being more particularly described as follows, with all bearing being referenced to North American Datum of 1983, Texas Coordinate System, South Central Zone: BEGINNING at a found ½ iron rod with cap stamped VICKREY PROP. COR. at a point of curvature to the right, on the south right-of-way (ROW) line of Ray Ellison Blvd. (ROW varies in width), said point being the intersection of the centerline of said closed and vacated Old Dwyer Road and the south right-of-way line of said Ray Ellison Blvd., said corner being the northwest corner of land conveyed to S&K Development Company, Inc. by said ordinance and being a corner of land conveyed to SCC Realty Company, Ltd. by said ordinance, for the northwest corner of the herein described tract; THENCE along the southwest right-of-way line of said Ray Ellison Blvd., the following two (2) calls: 1.)along said curve to the right, along the northeast line of said closed and vacated Old Dwyer Road and said acre tract, an arc length of feet, with a radius of feet, a central angle of 25 38'46, and a chord bearing and distance of S50 31'02 E, feet to a found ½ iron rod with cap stamped VICKREY PROP. COR. at a tangent point, for a corner of the herein described tract, and 2.)S37 43'27 E, along the northeast line of said acre tract, a distance of feet to a found ½ iron rod with yellow cap stamped BIG SKY RPLS 5418 at the most northerly corner of a acre tract conveyed from S&K Development Company, Inc. to City of San Antonio by Warranty Deed recorded in Volume 17675, Page 1362, O.P.R., for a corner of the herein described tract; THENCE departing said southwest right-of-way line of Ray Ellison Blvd., into and across said acre tract and along the northwest and southwest lines of said acre tract, the following three (3) calls: 1.)S52 16'33 W, a distance of feet to a found ½ iron with yellow cap stamped BIG SKY RPLS 5418 at the most westerly corner of said acre tract, for an interior corner of the herein described tract, 2.)S37 43'27 E, a distance of feet to a found ½ iron rod with yellow cap stamped BIG SKY RPLS 5418 at a point of curvature to the left, for a corner of the herein described tract, and 3.)along said curve to the left, an arc length of feet, with a radius of 1, feet, a central angle of 18 12'14, and a chord bearing and distance of S46 47'47 E, feet to a set ½ iron rod with cap stamped VICKREY PROP. COR. on a northwest line of the remaining portion of Lot 2, Block 146, New City Block 15228, Freedom Hills Apartment, an addition to the City of San Antonio, according to plat thereof recorded in Volume 9694, Page 180, Deed and Plat Records, for the most easterly corner of the herein described tract; THENCE S34 19'37 W, departing said southwest line of acre tract, into and across said acre tract, closed and vacated Old Dwyer road and acre tract and along said northwest line of remaining portion of Lot 2, a distance of feet to a found ½ iron rod with cap stamped VICKREY PROP. COR. on the southwest line of said acre tract, same point also being an interior corner for said Lot 2, for the most southerly corner of the herein described tract; CIVIL ENVIRONMENTAL SURVEY DESCRIPTION NO. DATE REVISIONS Country Parkway San Antonio, TX Telephone: (210) TBPLS Firm Registration No: FIR-RED CAP STAMPED "RPLS 4540" L6 L5 FIR FOUND 3/8" IRON ROD IN CONCRETE MONUMENT REMAINING PORTION OF LOT 2, BLOCK 146, N.C.B FREEDOM HILLS APARTMENT (VOL. 9694, PG. 180, D.P.R.) DEED REFERENCE: VOL , PG. 1297, O.P.R. OWNER: JAMES M. SCHNEIDER C3 S37 43'27"E ' PORTION OF CLOSED AND VACATED OLD DWYER ROAD BY ORDINANCE OWNER: S&K DEVELOPMENT COMPANY, INC. UTILITY RESERVATION ORDINANCE FIR-YELLOW CAP STAMPED "BIG SKY RPLS 5418" FIR-YELLOW CAP STAMPED "BIG SKY RPLS 5418" ACRE TRACT (181,065 SQ. FT.) OUT OF A ACRE TRACT CONVEYED FROM RAY ELLISON SELF STORAGE, LLC. TO S&K DEVELOPMENT COMPANY, INC. (VOL , PG. 904, O.P.R.) A ACRE TRACT CONVEYED FROM JAMES M. SCHNEIDER TO S&K DEVELOPMENT COMPANY, INC. (VOL , PG. 214, O.P.R.) AND A PORTION OF CLOSED AND VACATED OLD DWYER ROAD BY ORDINANCE L2 L1 FIR-YELLOW CAP STAMPED "BIG SKY RPLS 5418" BURIED PIPELINE MARKER ACRE TRACT JAMES M. SCHNEIDER TO S&K DEVELOPMENT COMPANY, INC. (VOL , PG. 214, O.P.R.) C2 APPROXIMATE LOCATION OF SURVEY LINE EDGE OF PAVEMENT MARIA F. RODRIGUEZ SURVEY NO. 4 ABSTRACT NO. 16, N.C.B CITY OF SAN ANTONIO, BEXAR, TEXAS. PARCEL 19369A ACRE TRACT S&K DEVELOPMENT COMPANY, INC. TO CITY OF SAN ANTONIO (VOL , PG. 1362, O.P.R.) INLET STRUCTURE L3 10L SIR DEPRESSION BURIED PIPELINE MARKER THENCE along the common line of said Lot 2 and acre tract, the following three (3) calls: 1.)N80 38'43 W, a distance of feet to a found 3/8 iron rod in concrete monument at a point of curvature to the right, for a corner of the herein described tract, 2.)along said curve to the right, an arc length of feet, with a radius if feet, a central angle of 58 23'04, and a chord bearing and distance of N51 28'10 W, feet to a found 3/8 iron rod in concrete monument at a point of tangency, for a corner of the herein described tract, and 3.)N22 14'00 W, a distance of feet to a found ½ iron rod with red cap stamped RPLS 4540 at the most northerly corner of said Lot 2, same point also being the southeast corner of a acre tract conveyed to SCC Realty Company, Ltd. by Deed recorded in 17338, Page 908, O.P.R., same point also being the southwest corner of said land conveyed to SCC Realty Company, Ltd. by said ordinance, for a corner of the herein described tract; THENCE N80 32'32 E, along the south line of said land owned by SCC Realty Company, Ltd. by said ordinance, a distance of feet to a found ½ iron rod with cap stamped VICKREY PROP. COR. at the southeast corner of said land owned by SCC Realty Company, Ltd., same point also being the most northerly corner of said acre tract and lying on the centerline of closed and vacated Old Dwyer Road, for an interior corner of the herein described tract; THENCE continuing along said centerline of closed and vacated Old Dwyer Road, along the east line of said land owned by SCC Realty Company, Ltd. by said ordinance and along the west line of land owned by S&K Development Company, Inc. by said ordinance, the following three (3) calls: 1.)N22 14'00 W, a distance of feet to a found ½ iron rod with cap stamped VICKREY PROP. COR., for a corner of the herein described tract, 2.) N27 57'40 W, a distance of feet to a found ½ iron rod with cap stamped VICKREY PROP. COR., for a corner of the herein described tract, and N40 40'12 W, a distance of feet returning to the POINT OF BEGINNING and containing acres (181,065 square feet) of land. CAT. 1A, COND. II LAND TITLE SURVEY LAND TITLE SURVEY OF A ACRE (181,065 SQUARE FEET) TRACT OF LAND OUT OF THE LUCAS MUÑOZ SURVEY NO. 86, ABSTRACT NO. 488, AND THE MARIA F. RODRIGUEZ SURVEY NO. 4, ABSTRACT NO. 16, NEW CITY BLOCK 15228, SITUATED IN THE CITY OF SAN ANTONIO, BEXAR COUNTY, TEXAS. 6/7/ :49:52 PM \ ranguiano R:\ \Survey\dwg\SH_SURVEY01-1.dwg LUCAS MUNOZ SURVEY NO. 86 ABSTRACT NO. 488, N.C.B CITY OF SAN ANTONIO, BEXAR, TEXAS. FOUND 3/8" IRON ROD IN CONCRETE MONUMENT L4 FIR PRELIMINARY, THIS DOCUMENT SHALL NOT BE RECORDED FOR ANY PURPOSE AND SHALL NOT BE USED OR VIEWED OR RELIED UPON AS A FINAL SURVEY DOCUMENT. PREPARED FOR: DATE S&K DEVELOPMENT COMPANY, INC c PROJ NO. DATE: SCALE 1" = 50' OF 1 1 DRAWN BY: R.M.A. APPROVED BY: S.H. FIELD CREW: J.M.

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3 FH-2 CURB BLDG-4 12,092 SF ANE FIRE LANE R GUTTE SITE PLAN & CURB BLDG-5 18,131 SF TANK 1 GAL. 18 0K FFE=76 9 CONC 33' DIA. PUMP HOUSE WATER WELL FH-1 FIRE L BLDG-3 18,358 SF N TIO N E DET OND P EX 2 FH SEPTIC FIELD 2772 SF BLDG-2 TWO-STORY 14,195 SF OFFICE T IDEN RES = E FF File: C:\Users\Albert Rubio\Documents\Ray Ellison San Antonio\Drawings\XREF\BASE-RAY ELLISON.dwg Layout: 7-SITE Plotted: 3/28/2018 3:45:17 PM Plotted by: Albert Rubio UTTER FIRE IO ENT T E AD COS &G CURB LANE ND N PO R LN TER 8" WT & GUT EX 1 FH 7 OF 10

4 File: C:\Users\Albert Rubio\Documents\Ray Ellison San Antonio\Drawings\XREF\BASE-RAY ELLISON.dwg Layout: EX-CONDITIONS Plotted: 9/20/ :15:59 AM Plotted by: Albert Rubio COSA DETENTION POND SCALE: 1":40' 0' 50' 100' 8 OF 16 EXISTING CONDITIONS

5 File: C:\Users\Albert Rubio\Documents\Ray Ellison San Antonio\Drawings\XREF\BASE-RAY ELLISON.dwg Layout: EROSION Plotted: 9/20/ :17:29 AM Plotted by: Albert Rubio LOC LOC LOC LOC LOC LOC LOC AREA (SEE DETAIL) WASHOUT & LOC CONSTRUCTION LOC LOC LOC LOC LOC LOC SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC SF SF SF SF SF SF LOC LOC LOC LOC LOC SF SF SF SF SF SF SF COSA DETENTION POND SCALE: 1":40' 0' 100' 200' LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SPOILS AREA CONCRETE SF SF SF SF SF SF LOC LOC SF SF SF SF SF SF SF SF SF LOC LOC LOC LOC LOC SF SF SF SF SF SF SF SF STABILIZED ENTRANCE LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF LOC LOC LOC SF SF LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC SF SF SF SF SF SF SF SF SF SF SF LOC LOC LOC LOC LOC LOCLOC LOC LOC LOC LOC LOC LOC SF SF SF SF SF SF SF LOC LOC LOC LOC LOC LOC SF SF SF SF SF SF LOC LOC LOC LOC 8 OF 16 STORM WATER POLLUTION PREVENTION PLAN

6 File: C:\Users\Albert Rubio\Documents\Ray Ellison San Antonio\Drawings\XREF\BASE-RAY ELLISON.dwg Layout: DA-EX OFFSITE Plotted: 9/20/ :18:42 AM Plotted by: Albert Rubio OS AC DA AC COSA DETENTION POND 0' 100' 200' SCALE: 1":40' NE CORNER EX. CULVERTS NE CORNER EX. DETENTION POND DA AC DA AC OS AC OS AC LEGEND DRAINAGE AREAS TIME AND CONCENTRATION DRAINAGE AREA FLOW ARROW SE CORNER EX. 4X4 AREA INLET 8 OF 16 DRAINAGE AREA MAP-EXISTING CONDITIONS

7 File: C:\Users\Albert Rubio\Documents\Ray Ellison San Antonio\Drawings\XREF\BASE-RAY ELLISON.dwg Layout: DA Plotted: 9/20/ :19:38 AM Plotted by: Albert Rubio S=0.25% OS AC 0.44 AC FFE=767.5 HOUSE PUMP WELL WATER DA-3 S=5.0% 31' DIẠ CONC CONC 31 DIA. GAL. 93K GAL. 93K RESIDENT TANK 1 TANK 2 OFFICE COSA DETENTION POND HP SCALE: 1":40' 0' 100' 200' LEGEND DRAINAGE AREAS TIME AND CONCENTRATION DRAINAGE AREA FLOW ARROW NE CORNER EX. CULVERTS NE CORNER EX. DETENTION POND FDC FH S=5.5% 14,195 SF TWO-STORY SEE EXISTING DRIANAGE MAP FOR OFFSITE TOPOGRAPHY BLDG-2 DA AC HP S=0.6% 18,131 SF BLDG-5 12,092 SF BLDG-4 18,358 SF BLDG-3 DA AC OS AC OS AC BP AC FH S=0.8% S=7.8% S=0.7% HP BP AC S=9% T/W= T/W=771.5 RAMP S=7:1 7' W ACCESS T/W= POND DETENTION T/W= BP AC T/W=770.5 SE CORNER EX. 4X4 AREA INLET 8 OF 16 DRAINAGE AREA MAP-DEVELOPED CONDITIONS

8 EXISTING CONDITIONS DEVELOPED CONDITIONS CONCRETE REINFORCEMENT DETAIL (NOT TO SCALE) CONC. SPLASH PAD 3' W X 4" H REINF.CONC. SLAB ON 2" SAND CUSHION W/#3 OC 2' CURB (TYP.) EACH WAY 3' CURB-CUT (TYP) #5 18" OC EACH WAY 8" CONC. POND WALL W/#4 18" OC 8" CONC. POND WALL EACH WAY W/#4 18" OC EACH WAY 2' L X 8"H CONC. FOOTING 3-#5 CONT. HORIZ. BARS #5 #5 18" OC 18" OC EACH WAY EACH WAY CONC. SPLASH PAD 3' W X 4" H REINF.CONC. SLAB ON 2" SAND CUSHION W/#3 OC EACH WAY 2' L X 8"H CONC. FOOTING 3-#5 CONT. HORIZ. BARS DRAINAGE CALCULATIONS File: C:\Users\Albert Rubio\Documents\Ray Ellison San Antonio\Drawings\XREF\BASE-RAY ELLISON.dwg Layout: DA CALCS Plotted: 9/20/ :20:03 AM Plotted by: Albert Rubio NOTE: REINFORCEMENT SHALL ACCURATELY BE PLACED AT SLAB MID DEPTH OR WALL CENTER AND HELD FIRMLY IN PLACE BY MEANS OF BARS SUPPORTS OF ADEQUATE STRENGTH AND NUMBER THAT WILL PREVENT DISPLACEMENT AND KEEP STEEL AT ITS PROPER POSITION DURING THE PLACEMENT OF THE CONCRETE. IN NO INSTANCE SHALL THE STEEL BE PLACED DIRECTLY ON THE SUBGRADE OR SAND CUSHION LAYER. 12 OF 18

9 File: C:\Users\Albert Rubio\Documents\Ray Ellison San Antonio\Drawings\XREF\BASE-RAY ELLISON.dwg Layout: SITE Plotted: 9/20/ :20:29 AM Plotted by: Albert Rubio BLDG-4 12,092 SF FFE=767.5 HOUSE PUMP 12" WTR LN 31' DIẠ CONC CONC 31 DIA. GAL. 93K GAL. 93K RESIDENT TANK 1 TANK 2 OFFICE COSA DETENTION POND EASEMENT WELL WATER SCALE: 1":40' 0' 100' 200' FDC 8" WTR LN FH-1 14,195 SF TWO-STORY BLDG-2 8" WTR LN 18,131 SF BLDG-5 18,358 SF BLDG-3 FH-2 DRAINAGE POND DETENTION 8 OF 16 SITE PLAN

10 File: C:\Users\Albert Rubio\Documents\Ray Ellison San Antonio\Drawings\XREF\BASE-RAY ELLISON.dwg Layout: DIMENSION Plotted: 9/20/ :21:05 AM Plotted by: Albert Rubio 12,092 SF FFE=767.5 HOUSE BLDG-4 PUMP 12" WTR LN 31' DIẠ CONC CONC 31 DIA. GAL. 93K GAL. 93K RESIDENT TANK 1 TANK 2 OFFICE COSA DETENTION POND WELL WATER SCALE: 1":40' 0' 100' 200' FDC 8" WTR LN FH-1 14,195 SF TWO-STORY BLDG-2 8" WTR LN 18,131 SF BLDG-5 18,358 SF BLDG-3 FH-2 POND DETENTION 8 OF 16 DIMENSION CONTROL PLAN

11 File: C:\Users\Albert Rubio\Documents\Ray Ellison San Antonio\Drawings\XREF\BASE-RAY ELLISON.dwg Layout: GRADING 1 Plotted: 9/20/ :21:37 AM Plotted by: Albert Rubio S=0.25% 775 S=7.8% 31' DIẠ CONC CONC 31 DIA. GAL. 93K GAL. 93K TANK 1 TANK 2 COSA DETENTION POND SCALE: 1":20' 0' 50' 100' WATER WELL 12" WTR LN RESIDENT 765 FFE=767.5 HOUSE PUMP OFFICE S=5.0% HP FDC 8" WTR LN FH-1 S=5.5% 14,195 SF TWO-STORY BLDG HP S=0.6% 8" WTR LN HP 774 MAH LINE 8 OF 16 GRADING PLAN ONE

12 File: C:\Users\Albert Rubio\Documents\Ray Ellison San Antonio\Drawings\XREF\BASE-RAY ELLISON.dwg Layout: GRADING 2 Plotted: 9/20/ :21:59 AM Plotted by: Albert Rubio MAH LINE 8" WTR LN HP S=0.6% HP ,131 SF BLDG-5 18,358 SF BLDG-3 FH ,092 SF BLDG S=0.8% S=0.7% SCALE: 1":20' 0' 50' 100' S=9% T/W= T/W=771.5 RAMP S=7:1 7' W ACCESS DETENTION POND T/W= T/W= T/W= OF 16 GRADING PLAN TWO

13 10' 20' 7' CONC CHAN POND FL(IN)= ' 100 YR WSE= ' 20' T/WALL= ' T/WALL= :1 0' 0' 25 YR WSE= X3 CONC PAD POND FL(OUT)=766 4' W ROCK AREA=766.7 :1 7 = S S=0.5% 100 YR WSE= YR WSE= YR WSE=768.3 FL= ' CONC PAD=766.5 FINISH GRADE 5 YR WSE=768.3 PROPERTY LINE PROPERTY LINE T/WALL=770.5 T/WALL=771.5 S= DETENTION POND SECTION "A-A" SCALE: 1" = 10' DETENTION POND SECTION "B-B" SCALE: 1" = 10' DETENTION POND SECTION "C-C" SCALE: 1" = 10' 7' W ACCESS RAMP S=7:1 DETENTION POND T/WALL=770.5 T/WALL= YR WSE= YR WSE= YR WSE= " ORIFICE FL=766 FL= FINISH GRADE 3X3 CONC PAD POND FL(OUT)=766 B T/W=770.5 TOP WALL= T/ W =7 C.5 B 71 DETENTION POND (OUTLET) 7.25" DIA. ORIFICE=766.0 DETENTION POND PLAN 766 A 5' CONC PAD W/ENERGY DISSIPATORS =766 30' ' 30' DETENTION POND OUTFALL (NOT TO SCALE) DETENTION DETENTION POND (OUTLET) 1.25' L WEIR= ' 10' PROPERTY LINE 10' T/ W = ' 0' 76 File: C:\Users\Albert Rubio\Documents\Ray Ellison San Antonio\Drawings\XREF\BASE-RAY ELLISON.dwg Layout: POND DETENTION Plotted: 9/20/ :22:25 AM Plotted by: Albert Rubio A T/W=770.5 C SCALE: 1" = 10' 770.5T/W=771.5 POND OUTFALL 1.25' WEIR FL= OF 18

14 HP " R PUM HO P FFE USE = " W T 1+00 BEGIN WTR LN A 1-93,000 GALS. WATER TANK No " GATE VAVLE 1-8" 22.5 BEND 25 NE 24 "R FDC FH-1 30' 60' BLDG-5 18,131 SF FH-2 CURB WTR LN A 1-514" FIRE HYDRANT 1-8"X6" TEE MJ 1-6" GATE VALVE MJ 1-6" VALVE BOX COMPLETE 11.5 L.F. 6" D.I. PIPE CL WTR LN 1-8" BEND SCALE: 1":30' 0' 8" WTR LN 2+30 WTR LN 1+20 WTR LN A 17'X17' PUMP HOUSE 1-93,000 GALS. WATER TANK No " 45 BENDS 1-8" GATE VAVLE 1-8" GATE VAVLE BEND SEE PUMP HOUSE DETAIL WTR LN A 1-FIRE DEPT. CONNECTION 1-8"X6" TEE MJ 1-6" GATE VALVE MJ 1-6" VALVE BOX COMPLETE 11.5 L.F. 6" D.I. PIPE CL. 350 BLDG-4 12,092 SF FIRE L A CP 770. R LN FIRE L ANE CP N BLDG-3 18,358 SF TR L HP BLDG-2 TWO-STORY 14,195 SF OFFICE WATER WELL 12" W E NT RESID FFE=7 2 TANK K 3 9. GAL 68 7 = E F F. 31 DIA CONC TANK 1 3K GAL = E FF CONC 31' DIA T/W= CESS AC 1 7' W P S=7: 8. 6 M 6 7 RA T/W = D PON N IO ENT T E AD COS FIRE CU LANE P 24" RC UTTER RB & G TER & GUT CURB & GUT TER WTR LN A 1-514" FIRE HYDRANT 1-8"X6" TEE MJ 1-8" CAP 1-6" GATE VALVE MJ 1-6" VALVE BOX COMPLETE 10 L.F. 6" D.I. PIPE CL ' FIRE PUMP: FAIRBANKS NIJHUIS HORIZONTAL SPLIT CASE 6" F MODEL PUMP 1,500 GPM 2" WATER LINE TO APARTMENT/OFFICE FIRE SPRINKLER SYSTEM 2" WTR 1. ALL PIPE FITTINGS SHALL BE CAST IRON FLANGE TYPE WITH DUCTILE IRON PIPE WITHIN THE PUMP HOUSE. 2. ALL PIPE FITTINGS AND PIPE SHALL BE AT LEAST 1 FT ABOVE PUMP HOUSE CONCRETE FLOOR AND INSTALLED WITH PIPE SUPPORT. 3. NORMAL AND EMERGENCY LIGHTING SHALL BE PROVIDED AT THE PUMP HOUSE. 12"X2" WATER SERVICE TAP THERMOSTATICALLY ACTIVATED VENT FAN AND PASSIVE Dbl LOUVER VENT STANDARD HOSE SPIGOT ATTACHED TO EXTERIOR WALL 11.8' 12" FLG X PE PIPE 6' GARAGE DOOR FIRE DEPARTMENT NOTES: EXHAUST COLLAR THRU WALL (TYP.) 3.0' 2. THE CITY OF MANOR FIRE DEPARTMENT SHALL HAVE A RIGHT OF ENTRY ONTO PROPERTY TO INSPECT ANY PORTION OF THE FIRE PROTECTION WATER SYSTEM AS DEEMED NECESSARY IN THE CITY'S REASONABLE DETERMINATION. 3. THE TANKS, PUMPS, AND OTHER IMPORTANT ASPECTS OF FIRE PROTECTION SYSTEM SHALL BE INSPECTED QUARTERLY BY QUALIFIED PERSONNEL ASSIGNED BY HOME OWNERS ASSOCIATION. 6. FINAL INSPECTION REQUIRED BY MANOR FIRE DEPARTMENT AFTER FIRE PROTECTION SYSTEM HAS BEEN INSTALLED. 2" WTR 7. THE DIESEL TANK SHALL BE A 119 GAL CAPACITY DOUBLE WALL TANK AS RECOMMENDED BY THE AURORA PUMP SUPPLIERS. THE MINIMUM TANK SIZE REQUIRED WAS CALCULATED BASED ON 100% OF HP PLUS EXPANSION 5% AND SUMP RESERVE 5% 64 HP X 1.10 = 70.4 GAL CAPACITY REQUIRED ' 6. FIRE PUMP HOUSE SHALL BE CONSTRUCTED WITH AN AUTOMATIC SPRINKLER SYSTEM PER NFPA SEC KNOX KEY BOX SHALL BE PROVIDED AT PUMP HOUSE FOR FIRE DEPT. ACCESS.. 5. FIRE PUMP AND DIESEL MOTOR SHALL BE INSTALLED ON CONCRETE BASE PER MANUFACTURER'S INSTRUCTIONS. 1. A COMPLETE OPERATION MANUALS SHALL BE PROVIDED THAT INCLUDES PUMP CURVES, ELECTRICAL SCHEMATIC AND COMPONENTS OF THE CONTROL PANEL, AND PUMP MAINTENANCE RECOMMENDATIONS WITH REQUIRED FREQUENCIES AND WRITTEN WARRANTY FROM PUMP SUPPLIERS TO HOME OWNERS ASOCIATION AND KEPT ON FILE FOR FUTURE RERENCE. KNOX KEY BOX DIESEL ENGINE EXHAUST MUFFLER TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS 7. A REPORT OF EACH INSPECTION, TEST, AND RESULTS MUST BE KEPT ON FILE AND BE READILY AVAILABLE TO THE MANOR FIRE DEPT UPON REQUEST OR AS REQUIRED BY FIRE CODE. 8. ANY OPERATIONAL DEFICIENCIES MUST BE NOTED AND INCLUDED IN THE REPORT TOGETHER WITH RECOMMENDED REMEDIATION NECESSARY TO BRING THE FIRE PROTECTION TANKS AND PUMP INTO PERMIT COMPLIANCE REGARDING SYSTEM OPERATION. FIRE PROTECTION - WATER PLAN PUMP HOUSE NOTES: 2" WTR 20' - 2" WTR PVC Sch ALARM HORN/BELL SHALL BE ACTIVATED WHEN FIRE PUMP IS ON AND SUCTION INTAKE IS DRAINING TANKS. PUMP HOUSE DETAIL (NOT TO SCALE) ALARM HORN/BELL (WEATHER PROOF TYPE) SHALL BE INSTALLED ON EXTERIOR WALL OF PUMP HOUSE AND BE ACTIVATED WHEN FIRE PUMP IS ONAND SUCTION INTAKE OPERATIONAL PASSIVE Dbl LOUVER VENT 8" WATER LINE PVC C900 ALARM LIGHT IN VAPOR PROOF FIXTURE WITH A 40-WATT FLASHING RED LIGHT SHALL BE INSTALL ON EXTERIOR WALL FOR FIRE PUMP FAILURE INDICATOR File: C:\Users\Albert Rubio\Documents\Ray Ellison San Antonio\Drawings\XREF\BASE-RAY ELLISON.dwg Layout: WATER Plotted: 9/20/ :22:51 AM Plotted by: Albert Rubio 12" WTR TO TANKS 8 OF 16

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