PC2018-013 Schertz Retail Center Lot 3, Block 1- Site Plan Approved Exhibits(
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FFE=840.00
1
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84.97
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RETAIL BUILDING
5,923 S.F.
FFE=826.00
OUTDOOR
PLAY AREA
OUTDOOR
PLAY AREA
FUTURE RETAINING WALL
(TO BE CONSTRUCTED
BY OTHERS)
FIRE LANE STRIPING
(TYP.)
12' X 12' 8' HIGH
MASONRY DUMPSTER
ENCLOSURE WITH SOLID
METAL GATE
FUTURE RETAINING WALL
(TO BE CONSTRUCTED
BY OTHERS)
R1
5
'
R15'
R25'
R1
5
'
R15'
R25'
R25'
R51'
R2
5
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R2
5
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R2
5
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(TYP.)
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1
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21
6
7
7
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7
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PROPOSED 10' RETAINING WALL EASEMENT
EXISTING ELECTRIC EASEMENT
38'
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.
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PROPOSED FDC LOCATION
(REFER TO ARCHITECTURAL PLANS
FOR ADDITIONAL DETAIL)
PROPOSED 20' ELECTRIC EASEMENT
PROPOSED 10' RETAINING WALL EASEMENT
SITE NOTES
1. THE THOROUGHFARE ALIGNMENTS SHOWN ON THIS EXHIBIT ARE FOR ILLUSTRATION
PURPOSES AND DO NOT SET THE ALIGNMENT. ALIGNMENT IS DETERMINED AT TIME OF
FINAL PLAT.
2. ACCORDING TO FLOOD INSURANCE RATE MAP, PANEL 48187C0230F, DATED NOVEMBER 2,
2007, THIS SUBDIVISION IS LOCATED IN ZONE X AND IS NOT WITHIN THE 100 YEAR
FLOODPLAIN
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SCALE: 1" = 2000'
SITE PLAN EXHIBIT
SCHERTZ RETAIL CENTER SUBDIVISION
LOT 3; BLOCK 1
21430 & 21510 OLD WIEDERSTEIN ROAD
SCHERTZ, TX, 78154
PREPARED: DECEMBER 15, 2017
DEVELOPER:
HERITAGE MONTESSORI ACADEMY, LLC
100 N. CENTRAL EXPRESSWAY, SUITE 1005
RICHARDSON, TX 75080
CONTACT: MRS. KAKI VASUNDHARA REDDY
PH: 214-679-6182
APPLICANT:
FORESITE GROUP, INC.
1999 BRYAN STREET, SUITE 890
DALLAS, TX 75201
CONTACT: MR. TRAVIS PRUETT
PH: (214)939-7123
SURVEYOR:
D.A.MAWYER LAND SURVEYING
132 CADDELL LANE
NEW BRAUNFELS, TX 78130
CONTACT: MR. DREW MAWYER, R.P.L.S.
PH: (830)632-5092
FIRM REGISTRATION NO. 10191500
SURVEY PREPARED JUNE 2016
0
1" = 40'
SCALE IN FEET
40 20 40 80
OWNER:
HERITAGE MONTESSORI ACADEMY, LLC
100 N. CENTRAL EXPRESSWAY, SUITE 1005
RICHARDSON, TX 75080
CONTACT: MRS. KAKI VASUNDHARA REDDY
PH: 214-679-6182
SITE DATA SUMMARY
1. PROPOSED USE: COMMERCIAL RETAIL \ EDUCATIONAL
2. ZONING: NS (NEIGHBORHOOD SERVICE DISTRICT)
3. LOT AREA: PROJECT AREA: 2.98 AC. (129,756.76 SF)
4. PROPOSED IMPERVIOUS AREA: 1.30 AC (56,556.88 SF) (43.59%)
5. BUILDING AREA: COMMERCIAL RETAIL BUILDING = 5,923 SF / SCHOOL BUILDING = 10,800 SF
6. BUILDING HEIGHT: 33 FT MONTESSORI; 25.5 FT RETAIL
7. FLOOR TO AREA RATIO: 0.14
8. PARKING PROVIDED: 82 SPACES (1 SPACE PER 204 SF); REQUIRED: 67 SPACES (1 SPACE PER 250 SF)
9. HANDICAP PARKING: PROVIDED: 6 SPACES; REQUIRED 4 SPACES
CITY APPROVAL
LEGEND
STANDARD DUTY CONCRETE PAVING
CONCRETE SIDEWALK PAVING
PROPERTY LINE
GUARDRAIL
RETAINING WALL
PROPOSED FENCE
PARKING COUNT
TRAFFIC SIGN
PAINTED TRAFFIC ARROWS
TRAFFIC FLOW LANE DESIGNATION
ACREAGE TO BE LANDSCAPED
FIRE LANE ( ALL PAVEMENT IS CONCRETE)
ACCESSIBLE PARKING STALL
#
200' NOTIFICATION INFORMATION
2.LAND USE: SINGLE FAMILY HOME
ZONING: SINGLE FAMILY RESIDENTIAL
SUBDIVISION NAME: RIATA UNIT 4
OWNERS NAME: VILLARREAL DAVID & LUNA M
PROPERTY ID: 151634
ADDRESS: 441 TIMBER CREEK DR. SCHERTZ, TX
VOLUME 2015: PAGE 024147; DEED NUMBER 2015024147
3.LAND USE: SINGLE FAMILY HOME
ZONING: SINGLE FAMILY RESIDENTIAL
SUBDIVISION NAME: RIATA UNIT 4
OWNERS NAME: CHAVIS LIEZL & MARQUEZ
PROPERTY ID: 151635
ADDRESS: 437 TIMBER CREEK DR. SCHERTZ, TX
VOLUME 2016; PAGE 003275; DEED NUMBER 2016-003275
4.LAND USE: SINGLE FAMILY HOME
ZONING: SINGLE FAMILY RESIDENTIAL
SUBDIVISION NAME: RIATA UNIT 4
OWNERS NAME: WARD MICHAEL ANTHONY & RACHEL
THORNTON WARD
PROPERTY ID: 151636
ADDRESS: 433 TIMBER CREEK DR. SCHERTZ, TX
VOLUME 2015; PAGE 026037; DEED NUMBER 2015026037
5.LAND USE: SINGLE FAMILY HOME
ZONING: SINGLE FAMILY RESIDENTIAL
SUBDIVISION NAME: RIATA UBIT 4
OWNERS NAME: GOVEA JOSE & RIZZALYN
PROPERTY ID: 151637
ADDRESS: 429 TIMBER CREEK DR. SCHERTZ, TX
VOLUME 2015; PAGE 007861 DEED NUMBER 2015007861
6.LAND USE: SINGLE FAMILY HOME
ZONING: SINGLE FAMILY RESIDENTIAL
SUBDIVISION NAME: RIATA UNIT 4
OWNERS NAME: HAMSTRA AARON J & MARIBEL
PROPERTY ID: 151661
ADDRESS: 425 TIMBER CREEK DR. SCHERTZ, TX
VOLUME 2015; PAGE 024140; DEED NUMBER 2015024140
7.LAND USE: SINGLE FAMILY HOME
ZONING: SINGLE FAMILY RESIDENTIAL
SUBDIVISION NAME: RIATA UNIT 4
OWNERS NAME: KRAUSS TIMOTHY A & HEATHER K
PROPERTY ID: 151662
ADDRESS: 421 TIMBER CREEK DR. SCHERTZ, TX
VOLUME 2015-005078; DEED NUMBER 2015-005078
8.LAND USE: SINGLE FAMILY HOME
ZONING: SINGLE FAMILY RESIDENTIAL
SUBDIVISION NAME: RIATA UNIT 4
OWNERS NAME: WILLIAM VICKI L
PROPERTY ID: 151663
ADDRESS: 417 TIMBER CREEK DR. SCHERTZ, TX
VOLUME 2016; PAGE 000416; 2016-000416
9.LAND USE: SINGLE FAMILY HOME
ZONING: SINGLE FAMILY RESIDENTIAL
SUBDIVISION NAME: RIATA UNIT 4
OWNERS NAME: GOBERT RICKEY JOSEPH & JULIA
PROPERTY ID: 151664
ADDRESS: 413 TIMBER CREEK DR. SCHERTZ, TX
VOLUME 2016; PAGE 000404; DEED NUMBER 2016-000404
10.LAND USE: SINGLE FAMILY HOME
ZONING: SINGLE FAMILY RESIDENTIAL
SUBDIVISION NAME: RIATA ALL UNITS
OWNERS NAME: SMITH LEWIS L & TAE SUK
PROPERTY ID: 158111
ADDRESS: 409 TIMBER CREEK DR. SCHERTZ, TX
VOLUME 2016; PAGE 010379; DEED NUMBER 2016-010379
11.LAND USE: SINGLE FAMILY HOME
ZONING: SINGLE FAMILY RESIDENTIAL
SUBDIVISION NAME: RIATA U4C
OWNERS NAME: LOZARES ERNESTO VIZMANOS JR &
SHIRLEY P
PROPERTY ID: 158112
ADDRESS: 405 TIMBER CREEK DR. SCHERTZ, TX
VOLUME 2016; PAGE 011091; DEED NUMBER 2016011091
14.LAND USE: SINGLE FAMILY HOME
ZONING: SINGLE FAMILY RESIDENTIAL
SUBDIVISION NAME: RIATA - ALL UNITS
OWNERS NAME: SMITH RONALD JAY & ANN MARIE
FLORES SMITH
PROPERTY ID: 158115
ADDRESS: 2976 SUNRIDGE DR., SCHERTZ TX
VOLUME 2017; PAGE 003845; DEED NUMBER 2017-00384
23.LAND USE: VACANT LOT (CITY OF CIBOLO)
ZONING: RETAIL/OFFICE
SUBDIVISION NAME: N/A
OWNERS NAME: CARAWAY BARBARA A
PROPERTY ID: 69854
ADDRESS: 21841 OLD WIEDERSTEIN RD TX CITY OF
CIBOLO
VOLUME 1103; PAGE 0648
22.LAND USE: VACANT LOT (CITY OF CIBOLO)
ZONING: RETAIL/OFFICE
SUBDIVISION NAME: N/A
OWNERS NAME: MARBACH DAVID S
PROPERTY ID: 69856
ADDRESS: 21001OLD WIEDERSTEIN RD TX CITY OF
CIBOLO
VOLUME 2017; PAGE 001583; DEED NUMBER 2017-001583
18.LAND USE: INDUSTRIAL
ZONING: MANUFACTURING (LIGHT) (M-1)
SUBDIVISION NAME: SIGMA PHASE 1
OWNERS NAME: SIGMA INDUSTRIAL AUTOMATION INC
PROPERTY ID: 123224
ADDRESS: 5450 FM 1103 SCHERTZ, TX
VOLUME 2244; PAGE 0654; DEED NUMBER 05-24513
19.LAND USE: INDUSTRIAL
ZONING: MANUFACTURING (LIGHT) (M-1)
SUBDIVISION NAME: ABS: 138 SUR: RAFAEL GARZA
OWNERS NAME: CHINNI GLORIA J ESTATE
PROPERTY ID: 63839
ADDRESS: 5440 FM 1103 SCHERTZ, TX
VOLUME 627; PAGE 609
13.LAND USE: SINGLE FAMILY HOME
ZONING: SINGLE FAMILY RESIDENTIAL
SUBDIVISION NAME: RIATA - ALL UNITS
OWNERS NAME: BROWN BRIAN ANTHONY & BERTA A
PROPERTY ID: 158114
ADDRESS: 2980 SUNRIDGE DR. SCHERTZ, TX
VOLUME 2016; PAGE 013147; DEED NUMBER 2016013147
12.LAND USE: SINGLE FAMILY HOME
ZONING: SINGLE FAMILY RESIDENTIAL
SUBDIVISION NAME: RIATA - ALL UNITS
OWNERS NAME: COTTON CORY A & ASHLEY L
PROPERTY ID: 158113
ADDRESS: 401 TIMBER CREEK DR. SCHERTZ, TX
VOLUME 2016; PAGE 020077; DEED NUMBER 2016-020077
17.LAND USE: SINGLE FAMILY HOME
ZONING: SINGLE FAMILY RESIDENTIAL
SUBDIVISION NAME: RIATA UNIT 4
OWNERS NAME: PEREZ JOSE RAMON & MAYRA E
PROPERTY ID: 151665
ADDRESS: 7834 TUJUNGA AVE, NORTH HOLLYWOOD, CA
91605
VOLUME 2015; PAGE 003013; DEED NUMBER 2015003013
16.LAND USE: SINGLE FAMILY HOME
ZONING: SINGLE FAMILY RESIDENTIAL
SUBDIVISION NAME: RIATA UNIT 4
OWNERS NAME: VELA ALFREDO S & CONNIE ARREGUIN
VELA
PROPERTY ID: 151702
ADDRESS: 2972 PAWTUCKET ROAD
VOLUME 2016; PAGE 001762; DEED NUMBER 2016-001762
15.LAND USE: SINGLE FAMILY HOME
ZONING: SINGLE FAMILY RESIDENTIAL
SUBDIVISION NAME: RIATA ALL UNITS
OWNERS NAME: RAY RASHAD & ADRIANA MARIA
PROPERTY ID: 158120
ADDRESS: 2973 SUNRIDGE DRIVE, SCHERTZ TX
VOLUME 2016; PAGE 027979; DEED NUMBER 2016027979
1.LAND USE: SINGLE FAMILY HOME
ZONING: SINGLE FAMILY RESIDENTIAL
SUBDIVISION NAME: RIATA UNIT 4
OWNERS NAME: NGUYEN CHRISTINA L
PROPERTY ID: 151633
ADDRESS: 445 TIMBER CREEK DR. SCHERTZ, TX
VOLUME 2014: PAGE 019301; DEED NUMBER 2014019301
LAND USE: COMMERCIAL
ZONING: NS (NEIGHBORHOOD SERVICE DISTRICT)
SUBDIVISION NAME: SCHERTZ RETAIL CENTER
OWNERS NAME: ENCOM LP
PROPERTY ID:167209
ADDRESS: 11780 CULEBRA RD, SAN ANTONIO, TX 78253
VOLUME 2017; PAGES 20897; DEED NUMBER 2017-20897
21.LAND USE: COMMERCIAL RETAIL
ZONING: NS (NEIGHBORHOOD SERVICE DISTRICT)
SUBDIVISION NAME: SCHERTZ RETAIL CENTER
OWNERS NAME: CVS PHARMACY
PROPERTY ID: 167208
ADDRESS: 1 CVS DRIVE, WOONSOCKET, RI, 02895
VOLUME 8; PAGES 695-696
SITE
REVISED: OCTOBER 02, 2018
Approved By:
Emily DelgadoPlanning & Community Development
11:12 am, 01/18/2019
(
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10,800 S.F.
FFE=840.00
1
1
7
.
9
7
'
84.97
'
RETAIL BUILDING
5,923 S.F.
FFE=826.00
OUTDOOR
PLAY AREA
OUTDOOR
PLAY AREA
R25'
R25'
R2
5
'
R25'
R25'
R51'
88.5'
200' RADIUS FROM FIRE LANE
(ENTIRE SCHOOL IS WITHIN 200'
FROM THE PROPOSED FIRE LANE)
R2
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w | www.fg-inc.net
o | 214.939.7123
f | 888.765.8135
Foresite Group, Inc.
1999 Bryan St.
Suite 890
Dallas, TX 75201
TBPE Firm No. F-12878
D/B/A Foresite Consulting Group of Texas, Inc.
TITLE:
DATE:
JURISDICTION:
DRAWING BY:
PROJECT MANAGER:
SHEET NUMBER:
COMMENTS:
SEAL:
DEVELOPER:
PR
O
J
E
C
T
:
CONTACT:
DATEREVISIONS
ENGINEER:
SCALE:
JOB/FILE NUMBER:
MR. EDUARDO MORENO
100 N. CENTRAL EXPRESSWAY
SUITE 1008
RICHARDSON, TEXAS 78080
SC
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0
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SCALE IN FEET
30 15 30 60
SITE DATA
ZONING:NS (NEIGHBORHOOD SERVICES)
FUTURE LAND USE DESIGNATION:NS (NEIGHBORHOOD SERVICES)
PARCEL IDENTIFICATION NUMBER:
TOTAL SITE AREA:2.98 AC.
PROJECT SITE AREA:2.98 AC.
DISTURBED AREA:3.07 AC.
PERVIOUS SURFACE AREA:1.64 AC.
IMPERVIOUS SURFACE AREA:1.33 AC.
IMPERVIOUS COVER PERCENTAGE (%):45%
RETAIL BUILDING FLOOR AREA:5,684 S.F.
DAY CARE / MONTESSORI BUILDING FLOOR AREA:13,000 S.F.
MONTESORRI SCHOOL FLOOR AREA:13,000 S.F.
TOTAL GROUND FLOOR AREA:18,684 S.F.
BUILDING HEIGHT (RETAIL):25 FT - 6 IN
BUILDING HEIGHT (MONTESORRI):33 FT - 0 IN
PARKING RATIO REQUIRED -RETAIL:1 SPACE / 250 S.F.
DAY CARE / MONTESSORI:1 SPACE / 250 S.F.
PARKING REQUIRED:75 SPACES
PARKING PROVIDED:89 SPACES
ACCESSIBLE PARKING REQUIRED:4 SPACES
ACCESSIBLE PARKING PROVIDED:6 SPACES
21
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FIRE SITE PLAN
1/24/2018
1" = 30'
AD
PA
CITY OF SCHERTZ, TEXAS
<NOT RELEASED FOR CONSTRUCTION>
GENERAL NOTES:
1)ALL PROPOSED DIMENSIONS USED TO SHOW THE GEOMETRIC LAYOUT OF THE
PROPOSED PARKING LOT ARE SHOWN AT THE FACE OF CURB. ALL PROPOSED DIMENSIONS
USED TO SHOW THE GEOMETRIC LAYOUT OF THE PROPOSED BUILDING LOCATION ARE GIVEN
AT THE OUTSIDE FACE OF THE BUILDING CORNERS. ALL CURB RADII ARE GIVEN AT THE FACE
OF CURB.
2)THE CONTRACTOR SHALL NOTIFY ENGINEER OF ANY DISCREPANCIES BETWEEN THE
EXISTING CONDITIONS IN THE FIELD AND THE SURVEY SHOWN ON THE PLANS BEFORE
PROCEEDING WITH ANY NEW CONSTRUCTION.
3)THE CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECT HORIZONTAL AND VERTICAL
ALIGNMENT OF ALL TIES BETWEEN PROPOSED AND EXISTING PAVEMENTS, CURB AND
GUTTER, SIDEWALKS, WALLS, AND UTILITIES.
SITE NOTES:
1)TRACT IS ZONED: NS (NEIGHBORHOOD SERVICES)
2)NO OUTSIDE STORAGE IS PROPOSED. THIS INCLUDES SUPPLIES, VEHICLE, EQUIPMENT,
PRODUCTS, ETC.
3)ALL PAVEMENT MARKING WITHIN CITY OF SCHERTZ RIGHT-OF-WAY SHALL BE
THERMOPLASTIC AND ACCORDING TO TEXAS DEPARTMENT OF TRANSPORTATION
SPECIFICATIONS.
4)ALL CONSTRUCTION RELATED PERMITS DURING THE CONSTRUCTION PHASE OF THIS
PROJECT ARE THE RESPONSIBILITY OF THE OWNER, HOWEVER A CONTRACTOR/DEVELOPER
CAN DO PERMITTING WITH AGENT AUTHORIZATION.
5)ALL EROSION, SEDIMENT CONTROL AND TREE PROTECTION MEASURES SHALL BE
INSTALLED PRIOR TO ANY GRADING.
6)MAXIMUM CUT OR FILL SLOPE=3:I
LEGEND
STANDARD DUTY CONCRETE PAVING
FIRE LANE (ALL PAVEMENT IS CONCRETE)
HEAVY DUTY CONCRETE PAVING
CONCRETE SIDEWALK PAVING
PROPERTY LINE
SITE LIGHTING POLE
GUARDRAIL
RETAINING WALL
PROPOSED FENCE
PARKING COUNT
SPILL CURB
TRAFFIC SIGN
PAINTED TRAFFIC ARROWS
TRAFFIC FLOW LANE DESIGNATION
FIRE LANE STRIPING
VEHICLE STACKING POSITION
#
SP
CITY APPROVAL
Approved By:
Emily DelgadoPlanning & Community Development
11:12 am, 01/18/2019
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w | www.fg-inc.net
o | 214.939.7123
f | 888.765.8135
Foresite Group, Inc.
1999 Bryan St.
Suite 890
Dallas, TX 75201
TBPE Firm No. F-12878
D/B/A Foresite Consulting Group of Texas, Inc.
TITLE:
DATE:
JURISDICTION:
DRAWING BY:
PROJECT MANAGER:
SHEET NUMBER:
COMMENTS:
SEAL:
DEVELOPER:
PR
O
J
E
C
T
:
CONTACT:
DATEREVISIONS
ENGINEER:
SCALE:
JOB/FILE NUMBER:
MR. EDUARDO MORENO
100 N. CENTRAL EXPRESSWAY
SUITE 1008
RICHARDSON, TEXAS 78080
SC
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Real Estate Development
0
1" = 30'
SCALE IN FEET
30 15 30 60
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1020.001
GRADING & DRAINAGE PLAN
C-2
1/24/2018
1" = 30'
AD
PA
CITY OF SCHERTZ, TEXAS
<NOT RELEASED FOR CONSTRUCTION>
LEGEND
EXISTING CONTOURS
PROPOSED CONTOURS
EXISTING STORM PIPE
PROPOSED STORM PIPE
EXISTING SPOT ELEVATION
PROPOSED SPOT ELEVATION
PROPOSED SPOT ELEVATION FOR TOP OF WALL /
BOTTOM OF WALL AT FINISHED SURFACE GRADE
(SEE STRUCTURAL FOR FOOTING ELEVATIONS)
TWBW
XXXX.XX
XXXX.XXXXXX.XX
XXXX
GENERAL NOTES:
1)ALL SPOT ELEVATIONS SHOWN ARE AT THE EDGE OF PAVEMENT UNLESS OTHERWISE
NOTED.
2)ALL PROPOSED SIDEWALKS SHALL BE BUILT WITH A 1.5% CROSS-SLOPE AWAY FROM THE
BUILDING.
3)ALL HEAD WALL SECTIONS SHALL BE CONSTRUCTED TO BE FLUSH WITH THE EXISTING
DITCH BANK AND PROPOSED EMBANKMENT SLOPES.
SITE NOTES:
1)THE CONTRACTOR SHALL CLEAN OUT ACCUMULATED SILT IN STORM WATER
CONVEYANCE CHANNELS AND PIPES AT END OF CONSTRUCTION WHEN DISTURBED AREAS
HAVE BEEN STABILIZED.
2)THE CONTRACTOR SHALL COORDINATE WITH CITY OF SCHERTZ INSPECTIONS DURING
CONSTRUCTION.
3)NO CERTIFICATE OF OCCUPANCY WILL BE ISSUED UNTIL ALL SITE IMPROVEMENTS HAVE
BEEN COMPLETED.
4)THE CONTRACTOR SHALL CONSTRUCT EROSION CONTROL BARRIERS PER CITY OF
SCHERTZ INSPECTOR AND MAINTAIN UNTIL PERMANENT VEGETATION IS ESTABLISHED.
5)THE CONTRACTOR SHALL RE-ESTABLISH ALL RIGHT OF WAY AREA WHICH IS DAMAGED
OR DISTURBED TO ORIGINAL CONDITIONS OR BETTER DURING AUTHORIZED WORK. ALL WORK
IN CITY OF SCHERTZ RIGHT OF WAY SHALL COMPLY WITH DOT SPECIFICATIONS.
6)ALL CURBED LANDSCAPE ISLANDS SHALL BE FILLED TO TOP OF CURB WITH TOPSOIL AND
SEEDED.
7)MAXIMUM CUT OR FILL SLOPES IS 2H:1V
8)TREE PROTECTION FENCE SHALL BE INSTALLED PRIOR TO ANY CLEARING OR GRADING
ACTIVITIES.
9)ALL STORM PIPE SHOWN ON THIS PLAN SHALL BE WRAPPED WITH LOCATION WIRE AND
TAPE.
10)IN ALL AREAS OF FILL OR OTHERWISE DISTURBANCE OF EXISTING CONDITIONS, UNLESS
OTHERWISE NOTED, THE CONTRACTOR SHALL FULLY AND COMPLETELY REMOVE AND
LEGALLY DISPOSE OFF-SITE, ALL PLANT MATERIALS INCLUDING BUT NOT LIMITED TO ROOT
SYSTEMS, CONCRETE, REINFORCED CONCRETE, ASPHALT DEBRIS, UNDERBRUSH, TOPSOIL,
AND OTHER DELETERIOUS MATERIAL. THE SUBGRADE TO REMAIN SHALL BE COMPACTED TO
95% STANDARD PROCTOR MAXIMUM DRY DENSITY FOLLOWING FULL REMOVAL OF THESE
MATERIALS.
11)THE CONTRACTOR SHALL REFER TO SUBSURFACE EXPLORATION AND GEOTECHNICAL
ENGINEERING EVALUATION REPORTS AS PROVIDED BY OWNER FOR RECOMMENDATIONS
ASSOCIATED WITH: GENERAL SITE PREPARATION, BUILDING PAD PREPARATION, SUBGRADE
PREP, AREAS TO RECEIVE FILL, AREAS TO BE OVER-EXCAVATED, PAVEMENT SECTIONS, FILL,
SLOPES AND EXCAVATION. CONTRACTOR SHALL HAVE THIS REPORT ON THE JOB SITE FOR
REFERENCE AT ALL TIMES. CONTRACTOR SHALL PROVIDE EARTHWORK OPERATIONS AND
CONSTRUCTION PHASE MONITORING TO ENSURE THAT ALL COMPACTION IS COMPLETED IN
ACCORDANCE WITH THE GEOTECHNICAL REPORT. CONTRACTOR SHALL PROVIDE TESTING
REPORTS TO THE OWNER REGARDING COMPACTION TESTING PER THE TESTING PROTOCOL
IN THE GEOTECHNICAL REPORT.
12)COMPACTION OF ALL FILL MATERIAL BETWEEN THE FRONT AND REAR BUILDING LINES TO
BE 95% STANDARD PROCTOR MUST BE CERTIFIED BY STATE REGISTERED PROFESSIONAL
SOILS ENGINEER PRIOR TO THE INSTALLATION OF CURB. THIS CERTIFICATION WILL BE
SUBMITTED TO THE CHIEF DEVELOPMENT INSPECTIONS. LOTS WITH 2' OF FILL OR GREATER,
AS DELINEATED ON THE CONSTRUCTION PLANS, WILL REQUIRE A COMPACTION
CERTIFICATION PRIOR TO ISSUANCE OF BUILDING PERMIT. THE ENGINEER WILL ALSO
PROVIDE A LETTER LISTING THOSE LOTS THAT REQUIRE COMPACTION CERTIFICATION.
THOSE LOTS THAT REQUIRE COMPACTION CERTIFICATION WILL BE INDICATED ON THE FINAL
RECORDED PLAT.
13)IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN QUALIFIED PROFESSIONAL
ADVICE WHEN QUESTIONS ARISE CONCERNING DESIGN AND EFFECTIVENESS OF EROSION
CONTROL DEVICES. 24 HR. CONTACT: MR. JOHN B. RHODES JR, P.E. (214) 939-7123
14)<NO PORTION> OF THIS PROPERTY LIES WITHIN A SPECIAL FLOOD HAZARD AREA PER
PANEL <###########> DATED <MM/DD/YYYY>
15)DETENTION FACILITIES AND EROSION CONTROL MEASURES ARE TO BE ACCOMPLISHED
PRIOR TO ANY OTHER CONSTRUCTION ON THE SITE AND MAINTAINED UNTIL PERMANENT
GROUND COVER IS ESTABLISHED.
16)EXTREME CAUTION SHALL BE USED WHEN WORKING WITHIN THE VICINITY OF THE
EXISTING OVERHEAD POWER LINES. CONTRACTORS SHALL NOTIFY/COORDINATE WITH
GUADALUPE VALLEY ELECTRIC COOPERATIVE, INC. PRIOR TO CONSTRUCTION.
17)STORM WATER MANAGEMENT SHALL BE IN ACCORDANCE WITH COUNTY, STATE, AND
OTHER APPROPRIATE ORDINANCES AND REGULATIONS IN EFFECT AT TIME OF
CONSTRUCTION PLAN APPROVAL.
18)THE CONTRACTOR SHALL INSTALL DOWNSTREAM STORM PIPE CONNECTION IN THE
RIGHT-OF-WAY PRIOR TO INSTALLATION OF ON-SITE STORM PIPING AND/OR STORM WATER
DETENTION FACILITY. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING UTILITIES SHOWN ON
THE PLANS BY POT HOLING THE LINES. THE CONTRACTOR SHALL HAVE THE LINES SURVEYED,
INCLUDING HORIZONTAL AND VERTICAL LOCATION, AND THE SURVEYED POINTS SENT TO THE
PROJECT ENGINEER TO DETERMINE IF ANY UTILITY CONFLICTS WILL AFFECT THE CURRENT
STORM DRAINAGE DESIGN.
CITY APPROVAL
Approved By:
Emily DelgadoPlanning & Community Development
11:12 am, 01/18/2019
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FFE=840.00
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84.97
'
RETAIL BUILDING
5,923 S.F.
FFE=826.00
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UG
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W
W
W
W
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W
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W
W
W
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W
W
W
W
W
W
W
W
W
W
W
OUTDOOR
PLAY AREA
OUTDOOR
PLAY AREA
UG/E
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U
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U
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SS
SS
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S
S
S
S
S
S
S
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
PROPOSED OVERHEAD
POWER LINE
PROPOSED FDC LOCATION
(REFER TO ARCHITECTURAL PLANS
FOR ADDITIONAL DETAIL)
PROPOSED 6" C900 FIRE
WATER LINE
(TYP.)
PROPOSED
%(1'
PROPOSED
%(1'
PROPOSED
%(1'
PROPOSED
%(1'
ELECTRICAL CONDUITS (3) 5" PVC
(SCH 80) FROM TRANSFORMER TO
METER
PROPOSED 4" CONDUIT FROM
FIRE VAULT TO BUILDING FOR
TAMPER SWITCH ALARM
DOMESTIC WATER CONNECTION
(SEE ARCHITECTURAL PLANS FOR
DETAILS AND EXACT LOCATION)
SEE WATER CONNECTION
DETAIL INSERT
PROPOSED
6" SANITARY SEWER
LATERAL
(TYP.)
CONTRACTOR TO TIE TO
STUB INSTALLED BY MASTER
DEVELOPER FOR SERVICE
LATERAL
PROPOSED SANITARY
SEWER CLEANOUT AT
BUILDING
PROPOSED SANITARY
SEWER CLEANOUT AND
PLUG FOR FUTURE
DEVELOPMENT
ELECTRICAL CONDUITS (3) 5" PVC
(SCH 80) FROM TRANSFORMER TO
METER
PROPOSED UTILITY
POLE (TYP.)
DOMESTIC WATER CONNECTION
(SEE ARCHITECTURAL PLANS FOR
DETAILS AND EXACT LOCATION)
PROPOSED
THRUST BLOCK
(TYP.)
PROPOSED
%(1'
TELEPHONE CONDUIT FROM UTILITY
POLE TO BUILDING PAD FOR FUTURE
DEVELOPMENT
TELEPHONE CONDUIT FROM UTILITY
POLE TO BUILDING PAD FOR FUTURE
DEVELOPMENT
PROPOSED
%(1'
PROPOSED
THRUST BLOCK
(TYP.)
PROPOSED
%(1'
PROPOSED
SAMPLE PORT
FIRE WATER CONNECTION
(SEE ARCHITECTURAL PLANS FOR
DETAILS AND EXACT LOCATION)
PROPOSED FIRE HYDRANT ASSEMBLY
PROPOSED
DETENTION
AREA
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
1.&
9
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&
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4
5
6
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+
0
4
1
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F
W
F
W
F
W
FW
F
W
F
W
F
W
F
W
F
W
UG/
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UG/
E
U
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W
W
W
W
W
W
W
W
W
W
W
W
W
W
12" x 1" TAPPING SADDLE
1" GATE VALVE
1" VALVE BOX
12" x 1" TAPPING SADDLE
1" GATE VALVE
1" VALVE BOX
12" x 6" TAPPING SADDLE
6" GATE VALVE
6" VALVE BOX
12" x 1" TAPPING SADDLE
1" GATE VALVE
1" VALVE BOX
PROPOSED 1" PVC
DOMESTIC WATER
LINE (SDR 21)
PROPOSED 1" PVC
IRRIGATION WATER
LINE (SDR 21)
PROPOSED 1"
DOMESTIC WATER METER
WITH BACKFLOW PREVENTER
AND METER BOX
PROPOSED 1"
IRRIGATION WATER METER
WITH BACKFLOW PREVENTER
AND METER BOX
PROPOSED DOUBLE CHECK
VALVE ASSEMBLY
PROPOSED 6" C900 FIRE
WATER LINEPROPOSED 4" CONDUIT
FROM FIRE VAULT TO
BUILDING FOR TAMPER
SWITCH ALARM
w | www.fg-inc.net
o | 214.939.7123
f | 888.765.8135
Foresite Group, Inc.
1999 Bryan St.
Suite 890
Dallas, TX 75201
TBPE Firm No. F-12878
D/B/A Foresite Consulting Group of Texas, Inc.
TITLE:
DATE:
JURISDICTION:
DRAWING BY:
PROJECT MANAGER:
SHEET NUMBER:
COMMENTS:
SEAL:
DEVELOPER:
PR
O
J
E
C
T
:
CONTACT:
DATEREVISIONS
ENGINEER:
SCALE:
JOB/FILE NUMBER:
MR. EDUARDO MORENO
100 N. CENTRAL EXPRESSWAY
SUITE 1008
RICHARDSON, TEXAS 78080
SC
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Real Estate Development
0
1" = 30'
SCALE IN FEET
30 15 30 60
CONTRACTOR TO CONTACT UTILITIES PROTECTION
CENTER PRIOR TO ANY EXCAVATION
LEGEND
EXISTING FENCE LINE
PROPERTY LINE
EXISTING OVERHEAD POWER LINE
EXISTING UNDERGROUND POWER LINE
EXISTING UNDERGROUND TELEPHONE LINE
EXISTING GAS LINE
EXISTING SANITARY SEWER LINE
EXISTING WATER LINE
EXISTING STORM LINE
PROPOSED OVERHEAD POWER LINE
PROPOSED UNDERGROUND POWER LINE
PROPOSED UNDERGROUND TELEPHONE LINE
PROPOSED GAS LINE
PROPOSED SANITARY SEWER LINE
PROPOSED WATER LINE
PROPOSED FIRE WATER LINE
PROPOSED STORM LINE
OHP OHP OHP
OHP OHP OHP
UG/E UG/E
UG/E UG/E
UG/T UG/T
UG/T UG/T
GAS GAS GAS
GAS GAS GAS
SS SS SS
SS SS SS
W W W
W W W
FW FW FW
21
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1020.001
UTILITIES PLAN
C-3
1/24/2018
1" = 30'
AD
PA
CITY OF SCHERTZ, TEXAS
<NOT RELEASED FOR CONSTRUCTION>
UTILITY NOTES:
1)GUADALUPE VALLEY ELECTRIC COOPERATIVE, INC. WILL PROVIDE UNDERGROUND
ELECTRICAL SERVICE FROM THE EXISTING SERVICE POLE TO THE TRANSFORMER PAD.
CONTRACTOR MUST PROVIDE THREE 5" PVC (SCH 80) CONDUITS AND A PULL STRING FROM
THE EXISTING ELECTRICAL SERVICE POLE TO THE PROPOSED TRANSFORMER LOCATION. THE
CONTRACTOR IS ALSO RESPONSIBLE FOR INSTALLING THREE 5" PVC CONDUITS AND
SECONDARY WIRING FROM THE TRANSFORMER PAD TO THE PROPOSED BUILDING. THE
CONTRACTOR IS RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH THE POWER SERVICE
INSTALLATION AND SHALL COORDINATE WITH THE POWER COMPANY FOR FINAL
UNDERGROUND CONDUIT LOCATIONS.
2)CENTERPOINT ENERGY WILL PERFORM THE GAS SERVICE CONNECTION, INSTALL THE
CONDUIT, AND SET THE METER FOR THE BUILDING. THE CONTRACTOR IS RESPONSIBLE FOR
PROVIDING THE SERVICE FROM THE METER INTO THE PROPOSED BUILDING. THE
CONTRACTOR MUST COORDINATE WITH CENTERPOINT ENERGY.
3)THE CONTRACTOR MUST PROVIDE AND INSTALL A 3" PVC CONDUIT WITH PULL STRING,
FROM THE EXISTING TELEPHONE SERVICE POLE TO THE TELEPHONE BOARD IN THE BUILDING.
THE CONTRACTOR MUST ALSO PROVIDE A #6 GROUND WIRE AT THE TELEPHONE BOARD FOR
THE TELEPHONE COMPANY TO INSTALL A PHONE LINE.
4)CITY OF SCHERTZ WILL FURNISH THE DOMESTIC WATER METER AND ALL EQUIPMENT
NEEDED TO TAP THE EXISTING WATER LINE. THE CONTRACTOR MUST PROVIDE AND INSTALL
THE METER BOX, DOUBLE CHECK BACKFLOW PREVENTER AND ENCLOSURE, AND THE WATER
SERVICE LINE FROM THE WATER METER TO THE BUILDING.
5)CITY OF SCHERTZ WILL FURNISH THE IRRIGATION METER AND ALL EQUIPMENT NEEDED
TO TAP THE EXISTING WATER LINE. THE CONTRACTOR MUST PROVIDE AND INSTALL THE
METER BOX, DOUBLE CHECK BACKFLOW PREVENTER AND ENCLOSURE, AND THE IRRIGATION
LINES IRRIGATION TO BE DESIGN BUILD BY CONTRACTOR.
6)THE CONTRACTOR SHALL COORDINATE AS REQUIRED WITH CITY OF SCHERTZ
INSPECTIONS DURING CONSTRUCTION FOR REQUIRED INSPECTIONS.
7)THIS SITE INDICATES POTABLE WATER SERVICE AND SANITARY SEWER LATERALS. THIS
WORK TO BE INSTALLED BY A LICENSED PLUMBER IF STATE LAW REQUIRES. ALL WORK MUST
BE INSPECTED CITY OF SCHERTZ CODES AND INSPECTION DEPARTMENT.
8)ALL ON-SITE PVC PIPE SHALL HAVE CLASS B BEDDING.
9)ALL CONDUIT, PIPE, AND CHASE PIPE SHALL BE WRAPPED WITH THE APPROPRIATE
LOCATION WIRE AND TAPE.
10)NO PRESSURE REDUCING VALVES ARE TO BE INSTALLED ON FIRE LINES. ALL FIRE LINES
ARE TO BE INSPECTED BY CITY OF SCHERTZ FIRE SERVICE PRIOR TO COVERING.
11)NOTIFY WATER AND SEWER INSPECTOR PRIOR TO START OF CONSTRUCTION.
12)THE CONTRACTOR SHALL PROVIDE A COMPLETE SET OF AS-BUILT DRAWINGS INCLUDING
ALL RIM ELEVATIONS, INVERT ELEVATIONS, PIPE SIZES, AND PIPE MATERIAL FOR ALL PUBLIC
MAINS TO THE ENGINEER AS SOON AS INSTALLATION IS COMPLETE.
13)OWNER SHALL BE RESPONSIBLE FOR ANY REPAIR OR REPLACEMENT OF ANY
IMPROVEMENTS WITHIN THE SANITARY SEWER, WATER, DRAINAGE EASEMENT(S) DUE TO
MAINTENANCE OF SEWER, WATER, STORM DRAIN OF CITY OF SCHERTZ.
14)THE CONTRACTOR SHALL INSTALL THE DOWNSTREAM SANITARY SEWER CONNECTION IN
THE RIGHT OF WAY PRIOR TO THE INSTALLATION OF THE ON-SITE SERVICE LATERALS. THE
CONTRACTOR SHALL FIELD VERIFY ALL EXISTING UTILITIES SHOWN ON THE PLANS BY POT
HOLING THE LINES. THE CONTRACTOR SHALL HAVE THE LINES SURVEYED, INCLUDING
HORIZONTAL AND VERTICAL LOCATION, AND THE SURVEYED POINTS SENT TO THE PROJECT
ENGINEER TO DETERMINE IF ANY UTILITY CONFLICTS WILL AFFECT THE CURRENT SANITARY
SEWER DESIGN.
15)PVC WATER LINES LESS THAN 3" SHALL BE ASTM D 2241, SDR 21 WITH INTEGRALLY
MOLDED BELL ENDS, ASTM D 2672. PVC WATER LINES 3" AND LARGER SHALL BE AWWA C900,
RATED DR 18 (CLASS 150) WITH INTEGRALLY MOLDED BELL ENDS, ASTM D3139. DIP WATER
LINES SHALL BE AWWA C151, THICKNESS CLASS 50.
16)PVC SANITARY SEWER LINES SHALL BE ASTM D 3034, RATED SDR 35 WITH INTEGRALLY
MOLDED BELL ENDS, ASTM D 3034, TABLE 2, WITH FACTORY SUPPLIED ELASTOMERIC
GASKETS AND LUBRICANT. DIP SANITARY SEWER LINES SHALL BE ASTM A746, CLASS 50 WITH
AWWA C111, RUBBER GASKET JOINT DEVICES.
17)DEMOLISHED UTILITIES NOT DEPICTED ON THIS SHEET. REFER TO THE DEMOLITION PLAN.
WATER CONNECTION DETAIL
CITY APPROVAL
Approved By:
Emily DelgadoPlanning & Community Development
11:13 am, 01/18/2019
ARCHITECTURE
P L A N N I N G
I N T E R I O R S
• • •2655 PEAVY ROAD
DALLAS, TEXAS 75228
PHONE: 214.641.6665
FAX: 214.327.8383
charlie@raainc.com
SHEETOF
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Lot 3
design phase
Schertz, Texas
Pinnacle Academy
Issue Date :
Revision :
December 1, 2017
19
'
-
1
1
/
2
"
25
'
-
0
"
29
'
-
1
1
3
/
4
"
2'-0"3'-0"19'-6 1/2"28'-8"42'-8"26'-8"2'-0"
2'-0"3'-0"30'-11"7'-0"52'-1"3'-0"2'-0"
2'-0"26'-8"42'-8"28'-8"17'-6"2'-0"3'-0"
2'-0"5'-0"27'-6"31'-0"27'-6"5'-0"2'-0"
7'
-
0
"
1'-0"11'-0"1'-0"14'-0"13'-0"22
'
-
1
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12
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9'
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8
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25
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9'
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8
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20
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9'
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20
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1'
-
1
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5'-
2
"
1'
-
0
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1'-0"5'-6"1'-0"
COMPOSITION SHINGLES
CEDAR WOOD TRIM
FACE BRICK
STONE VENEER
COMPOSITION SHINGLES
CEDAR WOOD TRIM
FACE BRICK
STONE VENEER
COMPOSITION SHINGLES
CEDAR WOOD TRIM
FACE BRICK
STONE VENEER
STONE VENEER
COMPOSITION SHINGLES
CEDAR WOOD TRIM
FACE BRICK
STONE VENEER
COMPOSITION SHINGLES
CEDAR WOOD TRIM
FACE BRICK
STONE VENEER
COMPOSITION SHINGLES
CEDAR WOOD TRIM
FACE BRICK
STONE VENEER
COMPOSITION SHINGLES
CEDAR WOOD TRIM
FACE BRICK
STONE VENEER
CEDAR WOOD TRIM
CEDAR WOOD TRIM
STONE VENEER
ROOF STRUCTURE BEYOND
FACE BRICK
STONE VENEER
ADDRESS SIGN PER
CITY FIRE DEPT.
18" LETTERS W/
3" STROKE
ADDRESS SIGN PER
CITY FIRE DEPT.
12" LETTERS W/
2" STROKE
ADDRESS SIGN PER
CITY FIRE DEPT.
12" LETTERS W/
2" STROKE
SIGNAGE PER
FIRE DEPARTMENT
KNOX BOX
FIRE DEPARTMENT
F.F. = 100'-0"
PL @ 110'-0"
PEAK @ 125'-0"
DSDS DSDS
DS
DS
MATERIALS CALCULATIONS
ELEVATIONS
SOUTH
SURFACE AREA
SQ.FT.
%
TOTAL FACADE
1,158
WIND + DOORS
249
NET
909
100
FACE BRICK
485
53
STONE
333
37
CEDAR WD TRIM
91
10
FRONTSIDEBACK
DUMPSTER ENCLOSURE ELEVATIONSSCALE:1/8" = 1'-0"
NORTH ELEVATION
SCALE:1/8" = 1'-0"
SOUTH ELEVATION
SCALE:1/8" = 1'-0"
EAST ELEVATION
SCALE:1/8" = 1'-0"
WEST ELEVATION
MATERIALS CALCULATIONS
ELEVATIONS
WEST
SURFACE AREA
SQ.FT.
%
TOTAL FACADE
1,387
WIND + DOORS
381
NET
1,006
100
FACE BRICK
535
53
STONE
370
37
CEDAR WD TRIM
101
10
MATERIALS CALCULATIONS
ELEVATIONS
NORTH
SURFACE AREA
SQ.FT.
%
TOTAL FACADE
1,517
WIND + DOORS
463
NET
1,054
100
FACE BRICK
286
28
STONE
654
62
CEDAR WD TRIM
114
10
MATERIALS CALCULATIONS
ELEVATIONS
EAST
SURFACE AREA
SQ.FT.
%
TOTAL FACADE
1,387
WIND + DOORS
381
NET
1,006
100
FACE BRICK
535
53
STONE
370
37
CEDAR WD TRIM
101
10
BUILDING DESIGN CATEGORY
COMMERCIAL
BUILDING DESIGN CATEGORY
COMMERCIAL
BUILDING DESIGN CATEGORY
COMMERCIAL
BUILDING DESIGN CATEGORY
COMMERCIAL
MONUMENT SIGN
MIS-1 - 2 SIDEDVARIABLE MESSAGE
2233
2233
2231
FIRE ALARMRISERROOM2231 SAM RAYBURN100-150STORAGE PROHIBITED
CITY APPROVAL
ELEVATIONS
P.E
Approved By:
Emily Delgado
Planning & Community Development
11:13 am, 01/18/2019
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