650 FM 3009- Health Texas Schertz Approved Site PlanJOB NO.:
DRAWN:
SHEET NUMBER:
DATE:
CHECKED:
THIS DOCUMENT HAS BEEN PRODUCED FROM MATERIAL THAT WAS STORED AND/OR TRANSMITTED ELECTRONICALLY AND MAY HAVE BEEN INADVERTENTLY ALTERED. RELY ONLY ON FINAL HARDCOPY MATERIALS BEARING THE CONSULTANT'S ORIGINAL SIGNATURE AND SEAL.
34
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933-01-01
JUNE 2022
H.M E.W.
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HEALTH TEXAS SCHERTZ, TX. CLINIC
650 FM 3009 ROY RICHARD DR., SCHERTZ, TX. 78221
CO
V
E
R
S
H
E
E
T
C0.0
OWNER/DEVELOPER:
HEALTH TEXAS MEDICAL GROUP
2961 MOSSROCK
SAN ANTONIO, TEXAS 78230
INDEX
DESCRIPTION SHEET NO.
COVER SHEET C0.0
EXISTING CONDITIONS AND DEMOLITION PLAN C1.0
OVERALL SITE PLAN C2.0
FIRE PROTECTION PLAN C3.0
DIMENSIONAL CONTROL PLAN C4.0
OVERALL UTILITY PLAN C5.0
OVERALL UTILITY DETAIL SHEET C5.1
GRADING PLAN C6.0
PAVING PLAN C7.0
CIVIL DETAIL SHEET C8.0
TXDOT DETAIL SHEET C8.1
EROSION CONTROL PLAN C9.0
EROSION CONTROL DETAIL SHEET C9.1
LOCATION MAP
NOT TO SCALE
SITE R
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ELB
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BORG
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FM 78
GENERAL NOTES
1.CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF
ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND,
INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF THE WORK ON THIS
PROJECT, EXCEPTING FROM LIABILITY ARISING FROM SOLE NEGLIGENCE OF THE OWNER OR ENGINEER.
2.CONTRACTOR SHALL NOTIFY THE ENGINEER AND ALL RESPECTIVE GOVERNMENTAL OR UTILITY AGENCIES AFFECTED BY CONSTRUCTION 72 HOURS PRIOR TO STARTING CONSTRUCTION.
ANY TIE-IN SHALL BE COORDINATED BY THE CONTRACTOR WITH THE PUBLIC WORKS DEPARTMENT, AT LEAST 48 HOURS IN ADVANCE.
3.CONTRACTOR IS REQUIRED TO VERIFY PROJECT ELEVATIONS. "MATCH EXISTING" SHALL BE UNDERSTOOD TO SIGNIFY VERTICAL AND HORIZONTAL ALIGNMENT.
4.ANY DISCREPANCY OR CONFLICT WITHIN THE DRAWINGS AND SPECIFICATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER AND THE CITY. DISCREPANCIES OR CONFLICTS
NOT BROUGHT TO THE ENGINEERS ATTENTION AND CLARIFIED DURING BIDDING OF THE PROJECT WILL BE DEEMED TO HAVE BEEN BID OR PROPOSED IN THE MORE COSTLY MANNER, AND
THE BETTER QUALITY OR GREATER QUANTITY OF THE WORK SHALL BE PROVIDED BY THE CONTRACTOR IN ACCORDANCE WITH ENGINEERS INTERPRETATION. ALL ITEMS, WORK, AND
IMPROVEMENTS SHOWN OR INDICATED IN THE CONSTRUCTION DOCUMENTS SHALL BE COMPLETED FOR THE PRICES BID, WHETHER OR NOT A SEPARATE PAY ITEM IS INCLUDED IN THE
CONTRACT.
5.THE CONTRACTOR SHALL MAINTAIN "AS-BUILT" DRAWINGS THROUGH THE COURSE OF CONSTRUCTION AND SHALL SUBMIT SAME TO THE ENGINEER FOR APPROVAL PRIOR TO FINAL
ACCEPTANCE OF THE WORK BY OWNER.
6.THE CONTRACTOR WILL SELECT, EMPLOY, AND PAY FOR SERVICES OF AN INDEPENDENT TESTING LABORATORY TO PERFORM INSPECTION AND TESTING IDENTIFIED IN THE PUBLIC WORKS
TECHNICAL SPECIFICATION SECTION 01452. EMPLOYMENT OF A TESTING LABORATORY BY THE CONTRACTOR SHALL NOT RELIEVE CONTRACTOR OF ITS OBLIGATION TO PERFORM WORK IN
ACCORDANCE WITH REQUIREMENTS OF CONTRACT DOCUMENTS. COPIES OF REPORTS TO BE SUBMITTED TO THE CITY FOR REVIEW.
7.THE CONTRACTOR SHALL FURNISH ALL ASSISTANCE REQUIRED OF HIM BY ALL INSPECTORS IN OBTAINING SAMPLES AT THE EXPENSE OF THE CONTRACTOR.
8.IF IN THE OPINION OF THE INSPECTOR, BASED ON TESTING SERVICE REPORTS AND INSPECTION, MATERIALS, COMPACTION OR ANY OTHER SPECIFICATIONS ARE BELOW THE SPECIFIED
REQUIREMENTS THE CONTRACTOR SHALL CORRECT THE DEFICIENCY AND RE-TEST TO OBTAIN THE SPECIFIED PARAMETERS AT NO ADDITIONAL EXPENSE.
9.FOR ALL PAVEMENT LAYERS, A PASSING TEST RESULT IS REQUIRED WITHIN 48 HOURS OF PLACING THE NEXT LAYER OR RETESTING WILL BE REQUIRED.
10.DESIGN AND CONSTRUCTION STANDARDS REQUIRED:
A.PROJECT CONTRACT DOCUMENTS AND TECHNICAL SPECIFICATIONS, & DESIGN REPORTS.
B.CITY OF SCHERTZ PUBLIC WORKS SPECIFICATION MANUAL.
1.PUBLIC WORKS DESIGN GUIDE.
2.PUBLIC WORKS TECHNICAL SPECIFICATIONS.
3.STANDARD DETAILS.
11. UNLESS OTHERWISE SHOWN IN THESE PLANS, SIDEWALKS WILL BE CONSTRUCTED CONCURRENT WITH MAIN LOT STRUCTURE.
12. ROUGH GRADING MUST BE DONE ON ALL LOTS PRIOR TO SUBDIVISION PRELIMINARY ACCEPTANCE.
13. ALL PAVEMENTS, DRIVEWAYS, SIDEWALKS, CURBING, GUTTERS, FENCES, POLES, MAILBOXES, SIGNS, TREES, SHRUBBERY, LAWNS, SOD OR OTHER PROPERTY AND SURFACE STRUCTURES
ON OR ADJACENT TO THE PROJECT SITE NOT SHOWN TO BE REMOVED IN PLANS, THAT ARE DAMAGED, DISTURBED, REMOVED OR DESTROYED BY THE CONTRACTOR DURING THE WORK
SHALL BE REPLACED OR RETURNED TO A CONDITION EQUAL TO THAT BEFORE THE WORK BEGAN. CONTRACTOR TO SUPPORT AND KEEP INTACT STORM DRAINS AND INLET STRUCTURES.
ANY DAMAGES INCURRED WILL BE AT CONTRACTOR'S EXPENSE.
10/13/2022 12:58:58 PM
Ap Certified By:
Samuel Haas, Planner
Planning and Community Development
11/09/2022 4:02:18 PM
Ap Approved By:
Samuel Haas, Planner
Planning & Community Development
700
699
69
8
698
699
700
701
701
702
7
0
1
701701
5231
F.M.3009
F.N.ROY RICHARD DRIVE
(120' R.O.W.)
1.00 ACRE TRACT
JERRY AND LENORE MERGELE
(DOC# 2015016989 O.P.R.)TRACT 1
1.690 ACRE TRACT
(73,629 SQ. FT.)
1.38 ACRE TRACT
HARPER 2006 FAMILY PARTNERSHIP LTD.
(DOC# 202099002645 O.P.R.)
FIR
FIRFIR
FIR
FIR
WV WV(2)
FH FH
CURB CURBCURB
SIR
SIRN30° 24' 08"W
39.34'
86.10'127.00'
87.75'127.00'
SS
SS SS SS
GUTTERGUTTER
12
15
217
3
1
4
6
9
13
7
11
5
8
10
14
LOT 1
BLOCK 1
MERRITT LAKESIDE SUBDIVISION
(VOL.7 PG. 687 D.P.R.)
DDC ASHTON LTD
(VOL. 2981 PG 93 O.P.R.)
61.222 ACRE T RACT
MIGUEL DONOVAN GUITIERREZ &
ADRIENNE CHRISTINE GUITIERREZ
(DOC# 2017023900 O.P.R.)
LOT 2
BLOCK 1
AS PER APPROVED
(BLACKBURN SUBDIVISION PLAT)
ZONE X FEMA LINE
ZONE X FEMA LINE
BM 2
BM 1
16
N30° 24' 08"W 214.75'
N5
9
°
3
8
'
3
2
"
E
3
4
4
.
0
5
'
S30° 28' 22"E 213.10'
N30° 28' 22"W
126.43'
N30° 24' 08"W 126.43'N30° 24' 08"W
126.43'
S5
9
°
2
2
'
0
3
"
W
3
4
4
.
3
1
'
EXISTING SANITARY SEWER MANHOLE
RIM ELEVATION = 702.29'
BOTTOM OF PIPE = 697.91'
EXISTING SANITARY SEWER MANHOLE
RIM ELEVATION = 701.99'
BOTTOM OF PIPE = 697.17'
EXISTING SANITARY SEWER MANHOLE
RIM ELEVATION = 702.36'
BOTTOM OF PIPE = 697.72'
EXISTING SANITARY SEWER MANHOLE
RIM ELEVATION = 701.95'
10" PVC IN = 696.45'
10" PVC OUT = 694.71
± 70' OF EXISTING
CURB TO BE REMOVED.
± 82' OF EXISTING
CURB TO BE REMOVED.
APPROXIMATE LOCATION OF UNDERGROUND
ELECTRIC LINE TO BE CONSTRUCTED PRIOR TO
HEALTH TEXAS SCHERTZ. CONTRACTOR TO
LOCATE ELECTRIC LINE PRIOR TO CONSTRUCTION
AND NOTIFY THE ENGINEER OF ANY
DISCREPANCIES OR CONFLICTS.
KEY NOTES
25' WIDE DRAINAGE EASEMENT
(DOC. # 202099037004 O.P.R.)
16' WATER EASEMENT
(DOC. # 202099037003 O.P.R.)2
CROSS ACCESS EASEMENT
(DOC# 202099002644 O.P.R.)3
4
30' WATER EASEMENT
(VOL. 1685 PG. 731 O.P.R.)5
16' SANITARY SEWER EASEMENT
(DOC. # 201899023162 O.P.R.)
7 16' SANITARY SEWER EASEMENT
(VOL. 7 PG. 687 O.P.R.)
1
9
8
16' SANITARY SEWER EASEMENT
(DOC. # 201899023163 O.P.R.)
30' WATER EASEMENT
(VOL. 1685 PG. 145 O.P.R.)
6
10 50' TEMPORARY
CONSTRUCTION EASEMENT
(VOL. 1685 PG. 145 O.P.R.)
11
12
13
16' SANITARY SEWER EASEMENT
(AS PER APPROVED BLACKBURN
SUBDIVISION PLAT)14
15
16
CROSS ACCESS EASEMENT
(DOC. # 202099002644 O.P.R.)
30' WATER EASEMENT
(VOL. 1685 PG. 753 O.P.R.)
50' TEMPORARY
CONSTRUCTION EASEMENT
(VOL. 1685 PG. 753 O.P.R.)
50' TEMPORARY
CONSTRUCTION EASEMENT
(VOL. 1685 PG. 731 O.P.R.)
CROSS ACCESS EASEMENT
(AS PER APPROVED BLACKBURN
SUBDIVISION PLAT)
1' NON-ACCESS EASEMENT
(AS PER APPROVED BLACKBURN
SUBDIVISION PLAT)
17
16' WATER EASEMENT
(AS PER APPROVED BLACKBURN
SUBDIVISION PLAT)
0'
SCALE : 1''=30'
30'
60'
90'
LEGAL DESCRIPTION
A 1.69 ACRE LOT 2, BLOCK 1 OF APPROVED BUT UNRECORDED BLACKBURN
SUBDIVISION PLAT IN SCHERTZ, GUADALUPE COUNTY, TEXAS. SAID LOT 2
BEING COMPRISED OF A 1.00 ACRE TRACT AS RECORDED IN VOL. 4272, PG.
799 AND A PORTION OF A 1.004 ACRE TRACT RECORDED IN VOL. 4152, PG
718 OF THE DEED RECORDS OF GUADALUPE COUNTY, TEXAS,
COORDINATION NOTE:
1.CONTACT SPECTRUM TO COORDINATE CABLE TV SERVICE.
1-866-368-4374.
2.CONFIRM REQUIREMENTS AND COORDINATE WITH GVEC FOR
INSPECTIONS AND CONDUIT SIZES FOR PRIMARY AND ELECTRICAL
SERVICES. 1-830-386-4415.
3.CONTACT AT&T TO COORDINATE TELEPHONE SERVICE. 1-800-449-7928.
4.CONTRACTOR TO COORDINATE WITH CENTERPOINT TO PLAN GAS
SERVICES. (830)-643-6938.
5.CONTRACTOR TO COORDINATE WITH CITY OF SCHERTZ PUBLIC WORKS
DEPARTMENT TO PLAN SANITARY SEWER AND WATER SERVICES.
(210)-619-1800.
6.CONTRACTOR SHALL CONTACT 1-800-DIG-TESS A MINIMUM OF 48 HOURS
PRIOR TO THE START OF CONSTRUCTION.
BENCHMARKS
BM1: SET PK NAIL WITH WASHER IN CURB AT ELEVATION = 701.18' SET BY
KFW SURVEYING.
BM2: SET PK NAIL WITH WASHER IN ASPHALT AT ELEVATION = 702.94' SET
BY KFW SURVEYING.
LOCATION MAP
NOT TO SCALE
SITE R
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BORG
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FM 78
JOB NO.:
DRAWN:
SHEET NUMBER:
DATE:
CHECKED:
THIS DOCUMENT HAS BEEN PRODUCED FROM MATERIAL THAT WAS STORED AND/OR TRANSMITTED ELECTRONICALLY AND MAY HAVE BEEN INADVERTENTLY ALTERED. RELY ONLY ON FINAL HARDCOPY MATERIALS BEARING THE CONSULTANT'S ORIGINAL SIGNATURE AND SEAL.
34
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933-01-01
JUNE 2022
H.M E.W.
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PROPERTY LINE
EXISTING CURB
EXISTING FIRE HYDRANT
SITE BENCHMARK
SEE DESCRIPTION THIS SHEET
LEGEND
EXISTING CONCRETE
ADJACENT PROPERTY LINE
CAUTION!!: THE CONTRACTOR SHALL BE REQUIRED TO LOCATE ALL PUBLIC OR
PRIVATE UTILITIES INCLUDING BUT NOT LIMITED TO: WATER, SEWER, TELEPHONE
AND FIBER OPTIC LINES, SITE LIGHTING ELECTRIC, SECONDARY ELECTRIC,
PRIMARY ELECTRICAL DUCTBANKS, LANDSCAPE IRRIGATION FACILITIES, AND
GAS LINES. ANY UTILITY CONFLICTS THAT ARISE SHOULD BE COMMUNICATED
TO THE ENGINEER IMMEDIATELY AND PRIOR TO CONSTRUCTION.THE CONTRACTOR
SHALL CONTACT 1-800-DIG-TESS A MINIMUM OF 48 HOURS PRIOR TO THE START OF
CONSTRUCTION. ANY DAMAGE TO EXISTING UTILITIES SHALL BE THE SOLE
RESPONSIBILITY OF THE CONTRACTOR AND THE REPAIR SHALL BE AT CONTRACTOR'S
SOLE EXPENSE WHETHER THE UTILITY IS SHOWN ON THESE PLANS OR NOT.
EXISTING SIGN
EX
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T
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D
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&
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C1.0
EXISTING UTILITY NOTES:
1.THIS UTILITY PLAN HAS BEEN PREPARED TO THE BEST OF OUR
ABILITY USING THE DATA AVAILABLE. EXISTING UTILITY DATA
SHOWN ON THIS LAYOUT WAS OBTAINED FROM A SURVEY OF THE
VISIBLE FEATURES AT THE SITE AND PUBLIC RECORD MAPS
OBTAINED FROM UTILITY COMPANIES.
2.IT IS ESSENTIAL THAT 48 HOURS PRIOR TO CONSTRUCTION ALL
UTILITY COMPANIES BE NOTIFIED TO LOCATE AND TAG THEIR
UNDERGROUND FACILITIES PRIOR TO EXCAVATION.
3.THE CONTRACTOR NEEDS TO ALLOW FOR THE POSSIBILITY OF
UNDETECTED UNDERGROUND UTILITIES WHETHER SHOWN ON THE
PLANS OR NOT. ALSO, THE CONTRACTOR MUST ALLOW FOR
CHANGES DUE TO UTILITIES BEING IN LOCATIONS DIFFERENT FROM
THOSE SHOWN ON THE UTILITY RECORD DRAWINGS. THE
CONTRACTOR IS RESPONSIBLE FOR LOCATING AND EXPOSING
CONFLICTS PRIOR TO CONSTRUCTION.
4.LOCATION AND DEPTH OF EXISTING UTILITIES SHOWN HEREON ARE
APPROXIMATE ONLY. ACTUAL LOCATIONS AND DEPTHS MUST BE
VERIFIED BY THE CONTRACTOR PRIOR TO THE CONSTRUCTION
AND THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE
PROTECTING EXISTING UTILITIES DURING CONSTRUCTION
WHETHER SHOWN ON THE PLANS OR NOT.
EXISTING WATER LINE
EXISTING TREES
EXISTING GAS LINE
EXISTING SEWER LINE
EXISTING SANITARY
SEWER MANHOLE SS
EXISTING
UNDERGROUND UTILITY
CONCRETE TO BE REMOVED
EXISTING WATER VALVES
EXISTING 10" SEWER LINE
DEMOLITION NOTES
1.LOCATION OF EXISTING UTILITIES AND DRAINAGE SHOWN HEREON ARE
APPROXIMATE ONLY. ACTUAL LOCATIONS AND DEPTHS MUST BE VERIFIED BY THE
CONTRACTOR PRIOR TO BEGINNING CONSTRUCTION.
2.DEMOLITION CONTRACTOR IS RESPONSIBLE FOR CLEARING THE SITE OF ALL
OBSTRUCTIONS THAT EXIST ON THIS SITE PRIOR TO THE START OF CONSTRUCTION
OR DURING THE CONSTRUCTION SO AS TO NOT IMPEDE THE BUILDING
CONSTRUCTION PROCESS.
3.CONTRACTOR IS RESPONSIBLE FOR COORDINATION WITH ALL UTILITY COMPANIES
REGARDING REMOVAL OF EXISTING SERVICES, POWER POLES TO BE REMOVED,
VERIFYING UTILITIES ARE SHUT OFF OR DISCONNECTED, AND ALL POSSIBLE SAFETY
PRECAUTIONS HAVE BEEN ENACTED TO ENSURE THE SAFEST ENVIRONMENT FOR
ALL PERSONNEL.
4.CONTRACTOR SHALL COORDINATE WITH THE OWNER TO IDENTIFY ANY MATERIAL OR
EQUIPMENT SCHEDULED FOR REMOVAL TO BE SALVAGED AND REUSED.
CONTRACTOR SHALL REPLACE AT HIS EXPENSE ANY DESTROYED MATERIAL OR
EQUIPMENT THAT WAS MARKED FOR SALVAGE.
5.CONTRACTOR SHALL BE RESPONSIBLE FOR ACQUIRING ALL NECESSARY
PERMITS/APPROVALS BEFORE BEGINNING DEMOLITION OR CONSTRUCTION.
6.DUE TO FEDERAL REGULATIONS TITLE 49, PART 192.181, CENTERPOINT ENERGY
MUST MAINTAIN ACCESS TO GAS VALVES AT ALL TIMES. THE CONTRACTOR MUST
PROTECT THE WORK AROUND ANY GAS VALVES THAT ARE IN THE PROJECT AREA.
7.ALL EXISTING ELECTRIC SERVICES TO BE REMOVED ARE TO BE BY GUADALUPE
VALLEY ELECTRIC COMPANY (GVEC) AT OWNER'S EXPENSE. CONTRACTOR SHALL
COORDINATE WITH GVEC ENERGY AND OWNER AS REQUIRED BEFORE REMOVAL OF
ANY ELECTRIC FACILITIES.
8.CONTRACTOR SHALL COORDINATE WITH LANDSCAPE ARCHITECT PLANS AND OWNER
PRIOR TO ANY TREE REMOVAL.
9.CONTRACTOR SHALL NOT START DEMOLITION OF ANY FEATURE SHOWN ON THIS
DRAWING UNTIL THE STORM WATER POLLUTION PREVENTION PLAN IS COMPLETE
AND EROSION CONTROL MEASURES
INSTALLED.
10. THE CONTRACTOR SHALL COMPLY TO THE FULLEST EXTENT WITH ALL REGULATIONS
GOVERNING THE DEMOLITION, REMOVAL, TRANSPORTATION, AND DISPOSAL, OF ALL
DEMOLISHED OR UNWANTED MATERIAL.
11. THE CONTRACTOR SHALL COMPLY WITH ALL OSHA REQUIREMENTS FOR DEMOLITION.
12. THE CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR THE PROTECTION OF ALL
PROPERTY CORNERS AND SHALL HAVE AT HIS EXPENSE, ALL CORNERS REPLACED
WHICH ARE DISTURBED BY CONSTRUCTION ACTIVITIES.
13.CONTRACTOR SHALL NOT DEMOLISH ANY CITY OF SCHERTZ WATER OR SANITARY
SEWER LINE WITHOUT THE CITY OF SCHERTZ UTILITY MANAGERS APPROVAL.
14. CONTRACTOR SHALL INSTALL A MINIMUM 6-FOOT HIGH, CHAIN LINK, PROTECTIVE
FENCE ALONG THE PERIMETER OF THE CONSTRUCTION/DEMOLITION LIMITS.
PROTECTIVE FENCE SHALL BE IN PLACE BEFORE ANY DEMOLITION OR
CONSTRUCTION BEGINS AND SHALL REMAIN IN PLACE AND IN GOOD REPAIR
THROUGHOUT CONSTRUCTION. CONTRACTOR SHALL TAKE SPECIAL CARE TO INSTALL
VEHICULAR BARRIERS AND FENCING TO PROHIBIT VEHICULAR AND PEDESTRIAN
ACCESS-TO THAT AREA CONTRACTOR SHALL COORDINATE WITH THE OWNER TO
ENSURE THAT FENCING AND BARRIERS INSTALLED ARE ADEQUATE.
LIMITS OF CONSTRUCTION
TRENCH EXCAVATION SAFETY PROTECTION NOTE:
CONTRACTOR AND/ OR CONTRACTOR'S INDEPENDENTLY RETAINED EMPLOYEE OR
STRUCTURAL DESIGN / GEOTECHNICAL / SAFETY / EQUIPMENT CONSULTANT, IF ANY,
SHALL REVIEW THESE PLANS AND ANY AVAILABLE GEOTECHNICAL INFORMATION AND
THE ANTICIPATED INSTALLATION SITES WITHIN THE PROJECT WORK AREA IN ORDER
TO IMPLEMENT CONTRACTOR'S TRENCH EXCAVATION SAFETY PROTECTION SYSTEMS,
PROGRAMS AND/OR PROCEDURES FOR THE PROJECT DESCRIBED IN THE CONTRACT
DOCUMENTS. THE CONTRACTOR'S IMPLEMENTATION OF THESE SYSTEMS, PROGRAMS
AND/OR PROCEDURES SHALL PROVIDE FOR ADEQUATE TRENCH EXCAVATION SAFETY
PROTECTION THAT COMPLY WITH AS A MINIMUM, OSHA STANDARDS FOR TRENCH
EXCAVATIONS. SPECIFICALLY, CONTRACTOR AND/OR CONTRACTOR'S INDEPENDENTLY
RETAINED EMPLOYEE OR SAFETY CONSULTANT SHALL IMPLEMENT A TRENCH SAFETY
PROGRAM IN ACCORDANCE WITH OSHA STANDARDS GOVERNING THE PRESENCE AND
ACTIVITIES OF INDIVIDUALS WORKING IN AND AROUND TRENCH EXCAVATION.
10/13/2022 12:59:06 PM
Ap Certified By:
Samuel Haas, Planner
Planning and Community Development
11/09/2022 4:02:22 PM
Ap Approved By:
Samuel Haas, Planner
Planning & Community Development
5231
F.M.3009
F.N.ROY RICHARD DRIVE
(120' R.O.W.)
FIR
FIRFIR
FIR
FIR
CURB CURB
SIR
SIRN30° 24' 08"W
39.34'
86.10'127.00'
87.75'127.00'
SS
SS SS SS
GUTTER
12
15
217
3
1
4
6
9
13
7
11
5
8
10
14
ZONE X FEMA LINE
ZONE X FEMA LINE
BM 2
BM 1
16
N30° 24' 08"W 214.75'
N5
9
°
3
8
'
3
2
"
E
3
4
4
.
0
5
'
S30° 28' 22"E 213.10'
N30° 28' 22"W
126.43'
N30° 24' 08"W 126.43'N30° 24' 08"W
126.43'
S5
9
°
2
2
'
0
3
"
W
3
4
4
.
3
1
'
FD
RE
F
.
REF.
A401A
131EXAM ROOM 1130EXAM ROOM 2129EXAM ROOM 3128EXAM ROOM 4127EXAM ROOM 5126EXAM ROOM 6125EXAM ROOM 7124EXAM ROOM 8
123MED. STORAGE
122IT ROOM
121
FIRE SPRINKLERROOM
120BIO ROOM
119JANITOR STORAGE 118PATIENT RR 117EXAM ROOM 9
106LAB ROOM 107UNISEX RR
108WEIGH IN ALCOVE 109GM ROOM 110EXAM ROOM 10 111EXAM ROOM 111 112PROCEDURE
114EMP. UNISEX
113BREAKROOM
102OFFICE
103OFFICE
105OFFICE
104OFFICE
100WAITING ROOM
101RECEPTION
116NURSE STATION 1
115NURSE STATION 2
132ELEC. ROOM
NO
P
A
R
K
I
N
G
2
10 4
9
9
9
5
9
3
8
1.00 ACRE TRACT
JERRY AND LENORE MERGELE
(DOC# 2015016989 O.P.R.)
CLASSIFICATION: (GB) GENERAL BUSINESS
1.38 ACRE TRACT
HARPER 2006 FAMILY PARTNERSHIP LTD.
(DOC# 202099002645 O.P.R.)
CLASSIFICATION: (GB) GENERAL BUSINESS
LOT 1
BLOCK 1
MERRITT LAKESIDE SUBDIVISION
(VOL.7 PG. 687 D.P.R.)
DDC ASHTON LTD
(VOL. 2981 PG 93 O.P.R.)
CLASSIFICATION: (R4) APARTMENTS/MULTI-FAMILY
RESIDENTIAL 61.222 ACRE T RACT
MIGUEL DONOVAN GUITIERREZ &
ADRIENNE CHRISTINE GUITIERREZ
(DOC# 2017023900 O.P.R.)
CLASSIFICATION: (GB) GENERAL BUSINESS
LOT 2
BLOCK 1
AS PER APPROVED
BLACKBURN SUBDIVISION PLAT
1
1
1 1
1
1
1
1
2
2
2
2
2
2
3
3
33
3 3
3
3
3
3
3
3
3
3
3
3
3
3
4
4
45
5
6
5
5
7
7
6
6
11
11
7
7
7
16
14
14
8
9
1515
8
9
8
3
15
15
8
6
11
89
8
13
17
12
2
13
9
11
9
8
10
10
10
PROPOSED RETAINING WALL
BY OTHERS
PROPOSED RETAINING WALL
BY OTHERS
PROPOSED RETAINING WALL
BY OTHERS
18
7 7
7
7
7
77
15
25'
24'
25'
R25'
R25'
R25'
R25'
15
15
15
15
15
FDC
19
2
KEY NOTES
25' WIDE DRAINAGE EASEMENT
(DOC. # 202099037004 O.P.R.)
16' WATER EASEMENT
(DOC. # 202099037003 O.P.R.)2
CROSS ACCESS EASEMENT
(DOC# 202099002644 O.P.R.)3
4
30' WATER EASEMENT
(VOL. 1685 PG. 731 O.P.R.)5
16' SANITARY SEWER EASEMENT
(DOC. # 201899023162 O.P.R.)
7 16' SANITARY SEWER EASEMENT
(VOL. 7 PG. 687 O.P.R.)
1
9
8
16' SANITARY SEWER EASEMENT
(DOC. # 201899023163 O.P.R.)
30' WATER EASEMENT
(VOL. 1685 PG. 145 O.P.R.)
6
10
50' TEMPORARY
CONSTRUCTION EASEMENT
(VOL. 1685 PG. 145 O.P.R.)
11
12
13
16' SANITARY SEWER EASEMENT
(AS PER APPROVED BLACKBURN
SUBDIVISION PLAT)14
15
16
CROSS ACCESS EASEMENT
(DOC. # 202099002644 O.P.R.)
30' WATER EASEMENT
(VOL. 1685 PG. 753 O.P.R.)
50' TEMPORARY
CONSTRUCTION EASEMENT
(VOL. 1685 PG. 753 O.P.R.)
50' TEMPORARY
CONSTRUCTION EASEMENT
(VOL. 1685 PG. 731 O.P.R.)
CROSS ACCESS EASEMENT
(AS PER APPROVED BLACKBURN
SUBDIVISION PLAT)
1' NON-ACCESS EASEMENT
(AS PER APPROVED BLACKBURN
SUBDIVISION PLAT)
17
16' WATER EASEMENT
(AS PER APPROVED BLACKBURN
SUBDIVISION PLAT)
0'
SCALE : 1''=30'
30'
60'
90'
LEGAL DESCRIPTION
A 1.69 ACRE LOT 2, BLOCK 1 OF APPROVED BUT UNRECORDED BLACKBURN
SUBDIVISION PLAT IN SCHERTZ, GUADALUPE COUNTY, TEXAS. SAID LOT 2
BEING COMPRISED OF A 1.00 ACRE TRACT AS RECORDED IN VOL. 4272, PG.
799 AND A PORTION OF A 1.004 ACRE TRACT RECORDED IN VOL. 4152, PG
718 OF THE DEED RECORDS OF GUADALUPE COUNTY, TEXAS,
COORDINATION NOTE:
1.CONTACT SPECTRUM TO COORDINATE CABLE TV SERVICE.
1-866-368-4374.
2.CONFIRM REQUIREMENTS AND COORDINATE WITH GVEC FOR
INSPECTIONS AND CONDUIT SIZES FOR PRIMARY AND ELECTRICAL
SERVICES. 1-830-386-4415.
3.CONTACT AT&T TO COORDINATE TELEPHONE SERVICE. 1-800-449-7928.
4.CONTRACTOR TO COORDINATE WITH CENTERPOINT TO PLAN GAS
SERVICES. (830)-643-6938.
5.CONTRACTOR TO COORDINATE WITH CITY OF SCHERTZ PUBLIC WORKS
DEPARTMENT TO PLAN SANITARY SEWER AND WATER SERVICES.
(210)-619-1800.
6.CONTRACTOR SHALL CONTACT 1-800-DIG-TESS A MINIMUM OF 48 HOURS
PRIOR TO THE START OF CONSTRUCTION.
BENCHMARKS
BM1: SET PK NAIL WITH WASHER IN CURB AT ELEVATION = 701.18' SET BY
KFW SURVEYING.
BM2: SET PK NAIL WITH WASHER IN ASPHALT AT ELEVATION = 702.94' SET
BY KFW SURVEYING.
LOCATION MAP
NOT TO SCALE
SITE R
O
Y
R
I
C
H
A
R
D
D
R
.
ELBE
L
R
D
.
BORG
F
E
L
D
R
D
.
FM 78
JOB NO.:
DRAWN:
SHEET NUMBER:
DATE:
CHECKED:
THIS DOCUMENT HAS BEEN PRODUCED FROM MATERIAL THAT WAS STORED AND/OR TRANSMITTED ELECTRONICALLY AND MAY HAVE BEEN INADVERTENTLY ALTERED. RELY ONLY ON FINAL HARDCOPY MATERIALS BEARING THE CONSULTANT'S ORIGINAL SIGNATURE AND SEAL.
34
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NO
.
933-01-01
JUNE 2022
H.M E.W.
HE
A
L
T
H
T
E
X
A
S
S
C
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E
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,
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65
0
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9
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,
S
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7
8
1
5
4
PROPERTY LINE
EXISTING CURB
EXISTING FIRE HYDRANT
SITE BENCHMARK
SEE DESCRIPTION THIS SHEET
LEGEND
EXISTING CONCRETE
ADJACENT PROPERTY LINE
EXISTING SIGN
OV
E
R
A
L
L
S
I
T
E
P
L
A
N
C2.0
EXISTING TREES
EXISTING SANITARY
SEWER MANHOLE SS
PROPOSED KEY NOTES
TYPICAL PARKING SPACES AND
PARKING STRIPES (SEE DETAIL 1/C8.0)1
2 TYPICAL SIDEWALK
(SEE DETAIL 2/C8.0)
4
6
HANDICAP PARKING SYMBOL
(SEE DETAIL 4/C8.0)
7
HANDICAP SIGN
(SEE DETAIL 5/C8.0)
8
CROSS HATCH STRIPING
(SEE DETAIL 6/C8.0)
9
MONOLITHIC CURB
(SEE DETAIL 3/C8.0)
10
WHEEL STOP
(SEE DETAIL 7/C8.0)
12
RIBBON CURB
(SEE DETAIL 8/C8.0)
2' CURB TRANSITION
(SEE DETAIL 9/C8.0)
SIDEWALK RAMP
(SEE DETAIL 11/C8.0)
3
5
14
BIKE RACK
(SEE DETAIL 12/C8.0)
11
CONCRETE / CONCRETE PAVEMENT
JUNCTURE (SEE DETAIL 10/C8.0)
13
15
16
17
CROSSWALK
(SEE DETAIL 14/C8.0)
SIDEWALK / SIDEWALK JUNCTURE
(SEE DETAIL 13/C8.0)
DUMPSTER (REFERENCE
ARCHITECTURAL PLANS FOR DETAILS)
PROPOSED CURB
PROPOSED RIBBON CURB
PROPOSED CONCRETE
PARKING STALL COUNT 3
TRAFFIC ARROW
(SEE DETAIL 15/C8.0)
HANDICAP CROSS HATCH STRIPING
AND TEXT (SEE DETAIL 16/C8.0)
CAUTION!!: THE CONTRACTOR SHALL BE REQUIRED TO LOCATE ALL PUBLIC OR
PRIVATE UTILITIES INCLUDING BUT NOT LIMITED TO: WATER, SEWER, TELEPHONE
AND FIBER OPTIC LINES, SITE LIGHTING ELECTRIC, SECONDARY ELECTRIC,
PRIMARY ELECTRICAL DUCTBANKS, LANDSCAPE IRRIGATION FACILITIES, AND
GAS LINES. ANY UTILITY CONFLICTS THAT ARISE SHOULD BE COMMUNICATED
TO THE ENGINEER IMMEDIATELY AND PRIOR TO CONSTRUCTION.THE CONTRACTOR
SHALL CONTACT 1-800-DIG-TESS A MINIMUM OF 48 HOURS PRIOR TO THE START OF
CONSTRUCTION. ANY DAMAGE TO EXISTING UTILITIES SHALL BE THE SOLE
RESPONSIBILITY OF THE CONTRACTOR AND THE REPAIR SHALL BE AT CONTRACTOR'S
SOLE EXPENSE WHETHER THE UTILITY IS SHOWN ON THESE PLANS OR NOT.
TRENCH EXCAVATION SAFETY PROTECTION NOTE:
CONTRACTOR AND/ OR CONTRACTOR'S INDEPENDENTLY RETAINED EMPLOYEE OR
STRUCTURAL DESIGN / GEOTECHNICAL / SAFETY / EQUIPMENT CONSULTANT, IF ANY,
SHALL REVIEW THESE PLANS AND ANY AVAILABLE GEOTECHNICAL INFORMATION AND
THE ANTICIPATED INSTALLATION SITES WITHIN THE PROJECT WORK AREA IN ORDER
TO IMPLEMENT CONTRACTOR'S TRENCH EXCAVATION SAFETY PROTECTION SYSTEMS,
PROGRAMS AND/OR PROCEDURES FOR THE PROJECT DESCRIBED IN THE CONTRACT
DOCUMENTS. THE CONTRACTOR'S IMPLEMENTATION OF THESE SYSTEMS, PROGRAMS
AND/OR PROCEDURES SHALL PROVIDE FOR ADEQUATE TRENCH EXCAVATION SAFETY
PROTECTION THAT COMPLY WITH AS A MINIMUM, OSHA STANDARDS FOR TRENCH
EXCAVATIONS. SPECIFICALLY, CONTRACTOR AND/OR CONTRACTOR'S INDEPENDENTLY
RETAINED EMPLOYEE OR SAFETY CONSULTANT SHALL IMPLEMENT A TRENCH SAFETY
PROGRAM IN ACCORDANCE WITH OSHA STANDARDS GOVERNING THE PRESENCE AND
ACTIVITIES OF INDIVIDUALS WORKING IN AND AROUND TRENCH EXCAVATION.
LEGAL DESCRIPTION
A 1.69 ACRE LOT 2, BLOCK 1 OF APPROVED BUT UNRECORDED BLACKBURN
SUBDIVISION PLAT IN SCHERTZ, GUADALUPE COUNTY, TEXAS. SAID LOT 2
BEING COMPRISED OF A 1.00 ACRE TRACT AS RECORDED IN VOL. 4272, PG.
799 AND A PORTION OF A 1.004 ACRE TRACT RECORDED IN VOL. 4152, PG
718 OF THE DEED RECORDS OF GUADALUPE COUNTY, TEXAS,
PROPERTY OWNER:
NAME HEALTH TEXAS MEDICAL GROUP
ADDRESS 2961 MOSSROCK, SAN ANTONIO, TX 78230
PHONE (210) 731-4848
APPLICANT:
NAME SCHERTZ RE COMPANY
ADDRESS 2961 MOSSROCK, SAN ANTONIO, TX 78230
PHONE (210) 731-4848
ENGINEER:
NAME KFW ENGINEERS; ARMANDO J. NIEBLA, PE
ADDRESS 3421 PAESANOS PKWY, #200, SAN ANTONIO, TX 78231
PHONE (210) 979-8444
FLOOD INSURANCE RATE NOTE:
ACCORDING TO FLOOD INSURANCE RATE MAP, PANEL 48187C0210F, DATED NOVEMBER
1, 2007, IS LOCATED IN ZONE X, AND IS NOT WITHIN THE 100-YEAR FLOODPLAIN.
18 SAWTOOTH CURB
(SEE DETAIL 17/C8.0)
explode
PROPOSED USE SERVICE
ZONING DISTRICT GENERAL BUSINESS (GB)
LOT AREA ACRE(S)1.690
SQ.FT.73616.4
IMPERVIOUS COVER SQ.FT.57,339
%77.89
TOTAL FLOOR AREA 6,943
BUILDING HEIGHT 32'-7"
FLOOR AREA RATIO (FAR)0.09507
PARKING STORAGE STANDARDS
PARKING RATIO 1 PER 200
REGULAR
REQUIRED PARKING 35
ACTUAL/PROPOSED PARKING 68
OWNER SHALL PROVIDE ROOM FOR 2 BICYCLE SPACES WITHIN 50 FEET OF
THE FRONT ENTRANCE
HANDICAPPED (ADA)
REQUIRED H.C. PARKING 3
PROPOSED H.C. PARKING 6
APPROACH(ES)
APPROACH WIDTH-(FT.)25
FLARE/RADIUS (FT.)
APPROACH AREA-(SQ.FT.)
SIDEWALK(S)
SIDEWALK WIDTH-(FT)6
SIDEWALK LENGTH (LF)± 206
SIDEWALK AREA (SQ.FT.)± 1,232
HEAVY DUTY SHARED
CONCRETE DRIVEWAY
BY OTHERS
PROPOSED HEAVY DUTY
CONCRETE DRIVEWAY
PROPOSED LANDSCAPE
AREA
ADJACENT PROPERTY
HEAVY DUTY PRIVATE
CONCRETE DRIVEWAYS &
PARKING AREAS
EXISTING FIRE LANE
(HEAVY DUTY PAVEMENT)
PROPOSED FIRE LANE
(HEAVY DUTY CONCRETE)
19 10'X10' CONCRETE PAD FOR
TRANSFORMER
10/13/2022 12:59:15 PM
Ap Certified By:
Samuel Haas, Planner
Planning and Community Development11/09/2022 4:02:26 PM
Ap Approved By:
Samuel Haas, Planner
Planning & Community Development
FD
REF
.
REF.
A401A
131EXAM ROOM 1
130EXAM ROOM 2129EXAM ROOM 3128EXAM ROOM 4127EXAM ROOM 5126EXAM ROOM 6125EXAM ROOM 7124EXAM ROOM 8
123MED. STORAGE
122IT ROOM
121
FIRE SPRINKLERROOM
120BIO ROOM
119JANITOR STORAGE 118PATIENT RR 117EXAM ROOM 9
106LAB ROOM 107UNISEX RR
108WEIGH IN ALCOVE 109GM ROOM 110EXAM ROOM 10 111EXAM ROOM 111 112PROCEDURE
114EMP. UNISEX
113BREAKROOM
102OFFICE
103OFFICE
105OFFICE
104OFFICE
100WAITING ROOM
101RECEPTION
116NURSE STATION 1
115NURSE STATION 2
132ELEC. ROOM
NO
P
A
R
K
I
N
G
PROPOSED 25' FIRE LANE
PROPOSED 25' FIRE LANE
PROPOSED 25' FIRE LANE
PROPOSED 25' FIRE LANE
150.00'
150.00'
200 L.F. OF MANUAL
HOSE PULL
200 L.F. OF MANUAL
HOSE PULL
EXISTING FIRE
HYDRANT EXISTING FIRE
HYDRANT
EX
I
S
T
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N
G
F
I
R
E
L
A
N
E
B
Y
O
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R
S
EX
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S
T
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N
G
F
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E
L
A
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B
Y
O
T
H
E
R
S
EXISTING FIRE LANE BY OTHERS
EX
I
S
T
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N
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F
I
R
E
L
A
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E
B
Y
O
T
H
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R
S
5231
F.M.3009
F.N.ROY RICHARD DRIVE
(120' R.O.W.)
1.00 ACRE TRACT
JERRY AND LENORE MERGELE
(DOC# 2015016989 O.P.R.)TRACT 1
1.690 ACRE TRACT
(73,629 SQ. FT.)
1.38 ACRE TRACT
HARPER 2006 FAMILY PARTNERSHIP LTD.
(DOC# 202099002645 O.P.R.)
FIR
FIRFIR
FIR
FIR
CURB CURB
SIR
SIRN30° 24' 08"W
39.34'
86.10'127.00'
87.75'127.00'
SS
SS SS SS
GUTTER
12
15
217
3
1
4
6
9
13
7
11
5
8
10
14
LOT 1
BLOCK 1
MERRITT LAKESIDE SUBDIVISION
(VOL.7 PG. 687 D.P.R.)
DDC ASHTON LTD
(VOL. 2981 PG 93 O.P.R.)
61.222 ACRE T RACT
MIGUEL DONOVAN GUITIERREZ &
ADRIENNE CHRISTINE GUITIERREZ
(DOC# 2017023900 O.P.R.)
LOT 2
BLOCK 1
AS PER APPROVED
(BLACKBURN SUBDIVISION PLAT)
ZONE X FEMA LINE
ZONE X FEMA LINE
BM 2
BM 1
16
N30° 24' 08"W 214.75'
N5
9
°
3
8
'
3
2
"
E
3
4
4
.
0
5
'
S30° 28' 22"E 213.10'
N30° 28' 22"W
126.43'
N30° 24' 08"W 126.43'N30° 24' 08"W
126.43'
S5
9
°
2
2
'
0
3
"
W
3
4
4
.
3
1
'
UGEUGEUGE
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UGE UGE
UG
E
±14' LF 8" DI
±152' LF 8" DI
±13 LF 6" DI
INSTALL FIRELINE SERVICE
8"X8" TAPPING SLEEVE
2 ~ 8" GATE VALVE, MJ
2 ~ 8" VALVE BOX COMPLETE
1~CORPORATION STOP
INSTALL:
1 ~ 8" DOUBLE CHECK DETECTOR
ASSEMBLY WITH VAULT
SEE DETAIL SHEET C5.1
SEE MEP PLANS FOR
CONTINUATION
INSTALL FDC
INSTALL:
1 ~ 8"x6" TEE, M.J.
±22 LF 8" DI
INSTALL:
1 ~ 8" - 1/4 BEND,
M.J.
±12 LF 8" DI
INSTALL FIRE HYDRANT
KEY NOTES
25' WIDE DRAINAGE EASEMENT
(DOC. # 202099037004 O.P.R.)
16' WATER EASEMENT
(DOC. # 202099037003 O.P.R.)2
CROSS ACCESS EASEMENT
(DOC# 202099002644 O.P.R.)3
4
30' WATER EASEMENT
(VOL. 1685 PG. 731 O.P.R.)5
16' SANITARY SEWER EASEMENT
(DOC. # 201899023162 O.P.R.)
7 16' SANITARY SEWER EASEMENT
(VOL. 7 PG. 687 O.P.R.)
1
9
8
16' SANITARY SEWER EASEMENT
(DOC. # 201899023163 O.P.R.)
30' WATER EASEMENT
(VOL. 1685 PG. 145 O.P.R.)
6
10
50' TEMPORARY
CONSTRUCTION EASEMENT
(VOL. 1685 PG. 145 O.P.R.)
11
12
13
16' SANITARY SEWER EASEMENT
(AS PER APPROVED BLACKBURN
SUBDIVISION PLAT)14
15
16
CROSS ACCESS EASEMENT
(DOC. # 202099002644 O.P.R.)
30' WATER EASEMENT
(VOL. 1685 PG. 753 O.P.R.)
50' TEMPORARY
CONSTRUCTION EASEMENT
(VOL. 1685 PG. 753 O.P.R.)
50' TEMPORARY
CONSTRUCTION EASEMENT
(VOL. 1685 PG. 731 O.P.R.)
CROSS ACCESS EASEMENT
(AS PER APPROVED BLACKBURN
SUBDIVISION PLAT)
1' NON-ACCESS EASEMENT
(AS PER APPROVED BLACKBURN
SUBDIVISION PLAT)
17
16' WATER EASEMENT
(AS PER APPROVED BLACKBURNSUBDIVISION PLAT)
0'
SCALE : 1''=30'
30'
60'
90'
LEGAL DESCRIPTION
A 1.69 ACRE LOT 2, BLOCK 1 OF APPROVED BUT UNRECORDED BLACKBURN
SUBDIVISION PLAT IN SCHERTZ, GUADALUPE COUNTY, TEXAS. SAID LOT 2
BEING COMPRISED OF A 1.00 ACRE TRACT AS RECORDED IN VOL. 4272, PG.
799 AND A PORTION OF A 1.004 ACRE TRACT RECORDED IN VOL. 4152, PG
718 OF THE DEED RECORDS OF GUADALUPE COUNTY, TEXAS,
COORDINATION NOTE:
1.CONTACT SPECTRUM TO COORDINATE CABLE TV SERVICE.
1-866-368-4374.
2.CONFIRM REQUIREMENTS AND COORDINATE WITH GVEC FOR
INSPECTIONS AND CONDUIT SIZES FOR PRIMARY AND ELECTRICAL
SERVICES. 1-830-386-4415.
3.CONTACT AT&T TO COORDINATE TELEPHONE SERVICE. 1-800-449-7928.
4.CONTRACTOR TO COORDINATE WITH CENTERPOINT TO PLAN GAS
SERVICES. (830)-643-6938.
5.CONTRACTOR TO COORDINATE WITH CITY OF SCHERTZ PUBLIC WORKS
DEPARTMENT TO PLAN SANITARY SEWER AND WATER SERVICES.
(210)-619-1800.
6.CONTRACTOR SHALL CONTACT 1-800-DIG-TESS A MINIMUM OF 48 HOURS
PRIOR TO THE START OF CONSTRUCTION.
BENCHMARKS
BM1: SET PK NAIL WITH WASHER IN CURB AT ELEVATION = 701.18' SET BY
KFW SURVEYING.
BM2: SET PK NAIL WITH WASHER IN ASPHALT AT ELEVATION = 702.94' SET
BY KFW SURVEYING.
LOCATION MAP
NOT TO SCALE
SITE R
O
Y
R
I
C
H
A
R
D
D
R
.
ELBE
L
R
D
.
BORG
F
E
L
D
R
D
.
FM 78
JOB NO.:
DRAWN:
SHEET NUMBER:
DATE:
CHECKED:
THIS DOCUMENT HAS BEEN PRODUCED FROM MATERIAL THAT WAS STORED AND/OR TRANSMITTED ELECTRONICALLY AND MAY HAVE BEEN INADVERTENTLY ALTERED. RELY ONLY ON FINAL HARDCOPY MATERIALS BEARING THE CONSULTANT'S ORIGINAL SIGNATURE AND SEAL.
34
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.
933-01-01
JUNE 2022
H.M E.W.
H
E
A
L
T
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T
E
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A
S
S
C
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9
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,
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7
8
1
5
4
PROPERTY LINE
EXISTING CURB
EXISTING FIRE HYDRANT
SITE BENCHMARK
SEE DESCRIPTION THIS SHEET
LEGEND
EXISTING CONCRETE
ADJACENT PROPERTY LINE
EXISTING SIGN
FI
R
E
P
R
O
T
E
C
T
I
O
N
P
L
A
N
C3.0
EXISTING WATER LINE
EXISTING TREES
EXISTING SANITARY
SEWER MANHOLE SS
EXISTING WATER VALVES
PROPOSED CURB
PROPOSED RIBBON CURB
PROPOSED CONCRETE
FIRE
L
A
N
E
-
N
O
P
A
R
K
I
N
G
-
T
O
W
A
W
A
Y
Z
O
N
E
4" TYPE D BLOCK LETTERING
WITH WHITE PAINT (TYPICAL)
LIMITS OF FIRE LANE STRIPE
AS SHOWN ON THIS SHEET.
MONOLITHIC
CURB
CONCRETE
PAVEMENT
FIRE LANE - NO PARKING - TOW AWAY ZONE
TYPICAL FIRE LANE
MARKING DETAIL
N.T.S.
APPLICATION:
1. ALONG CURBED AREAS:
PAINT RED LANE STRIPE ON BOTH FACE
AND TOP OF CURB. PAINT WHITE
LETTERS ON FACE OF CURB ONLY.
2. ALONG NON-CURBED AREAS:
PAINT RED LANE STRIPE ON PAVEMENT
AND PAINT WHITE LETTERS.
3. 40 FOOT SPACING BETWEEN BEGINNING
OF EACH FIRELANE MARKING.
PROPOSED FIRE LANE
LIMITS OF CONSTRUCTION
CAUTION!!: THE CONTRACTOR SHALL BE REQUIRED TO LOCATE ALL PUBLIC OR
PRIVATE UTILITIES INCLUDING BUT NOT LIMITED TO: WATER, SEWER, TELEPHONE
AND FIBER OPTIC LINES, SITE LIGHTING ELECTRIC, SECONDARY ELECTRIC,
PRIMARY ELECTRICAL DUCTBANKS, LANDSCAPE IRRIGATION FACILITIES, AND
GAS LINES. ANY UTILITY CONFLICTS THAT ARISE SHOULD BE COMMUNICATED
TO THE ENGINEER IMMEDIATELY AND PRIOR TO CONSTRUCTION.THE CONTRACTOR
SHALL CONTACT 1-800-DIG-TESS A MINIMUM OF 48 HOURS PRIOR TO THE START OF
CONSTRUCTION. ANY DAMAGE TO EXISTING UTILITIES SHALL BE THE SOLE
RESPONSIBILITY OF THE CONTRACTOR AND THE REPAIR SHALL BE AT CONTRACTOR'S
SOLE EXPENSE WHETHER THE UTILITY IS SHOWN ON THESE PLANS OR NOT.
TRENCH EXCAVATION SAFETY PROTECTION NOTE:
CONTRACTOR AND/ OR CONTRACTOR'S INDEPENDENTLY RETAINED EMPLOYEE OR
STRUCTURAL DESIGN / GEOTECHNICAL / SAFETY / EQUIPMENT CONSULTANT, IF ANY,
SHALL REVIEW THESE PLANS AND ANY AVAILABLE GEOTECHNICAL INFORMATION AND
THE ANTICIPATED INSTALLATION SITES WITHIN THE PROJECT WORK AREA IN ORDER
TO IMPLEMENT CONTRACTOR'S TRENCH EXCAVATION SAFETY PROTECTION SYSTEMS,
PROGRAMS AND/OR PROCEDURES FOR THE PROJECT DESCRIBED IN THE CONTRACT
DOCUMENTS. THE CONTRACTOR'S IMPLEMENTATION OF THESE SYSTEMS, PROGRAMS
AND/OR PROCEDURES SHALL PROVIDE FOR ADEQUATE TRENCH EXCAVATION SAFETY
PROTECTION THAT COMPLY WITH AS A MINIMUM, OSHA STANDARDS FOR TRENCH
EXCAVATIONS. SPECIFICALLY, CONTRACTOR AND/OR CONTRACTOR'S INDEPENDENTLY
RETAINED EMPLOYEE OR SAFETY CONSULTANT SHALL IMPLEMENT A TRENCH SAFETY
PROGRAM IN ACCORDANCE WITH OSHA STANDARDS GOVERNING THE PRESENCE AND
ACTIVITIES OF INDIVIDUALS WORKING IN AND AROUND TRENCH EXCAVATION.
EXISTING FIRE LANE
FIRE HOSE PULL
10/13/2022 12:59:24 PM
Ap Certified By:
Samuel Haas, Planner
Planning and Community Development
11/09/2022 4:02:30 PM
Ap Approved By:
Samuel Haas, Planner
Planning & Community Development
5231
F.M.3009
F.N.ROY RICHARD DRIVE
(120' R.O.W.)
1.00 ACRE TRACT
JERRY AND LENORE MERGELE
(DOC# 2015016989 O.P.R.)TRACT 1
1.690 ACRE TRACT
(73,629 SQ. FT.)
1.38 ACRE TRACT
HARPER 2006 FAMILY PARTNERSHIP LTD.
(DOC# 202099002645 O.P.R.)
FIR
FIRFIR
FIR
FIR
CURB CURBCURB
SIR
SIRN30° 24' 08"W
39.34'
86.10'127.00'
87.75'127.00'
SS
SS SS SS
GUTTERGUTTER
12
15
217
3
1
4
6
9
13
7
11
5
8
10
14
LOT 1
BLOCK 1
MERRITT LAKESIDE SUBDIVISION
(VOL.7 PG. 687 D.P.R.)
DDC ASHTON LTD
(VOL. 2981 PG 93 O.P.R.)
61.222 ACRE T RACT
MIGUEL DONOVAN GUITIERREZ &
ADRIENNE CHRISTINE GUITIERREZ
(DOC# 2017023900 O.P.R.)
LOT 2
BLOCK 1
AS PER APPROVED
(BLACKBURN SUBDIVISION PLAT)
ZONE X FEMA LINE
ZONE X FEMA LINE
BM 2
BM 1
16
N30° 24' 08"W 214.75'
N5
9
°
3
8
'
3
2
"
E
3
4
4
.
0
5
'
S30° 28' 22"E 213.10'
N30° 28' 22"W
126.43'
N30° 24' 08"W 126.43'N30° 24' 08"W
126.43'
S5
9
°
2
2
'
0
3
"
W
3
4
4
.
3
1
'
FD
REF
.
REF.
A401A
131EXAM ROOM 1
130EXAM ROOM 2129EXAM ROOM 3128EXAM ROOM 4127EXAM ROOM 5126EXAM ROOM 6125EXAM ROOM 7124EXAM ROOM 8
123MED. STORAGE
122IT ROOM
121
FIRE SPRINKLERROOM
120BIO ROOM
119JANITOR STORAGE 118PATIENT RR 117EXAM ROOM 9
106LAB ROOM 107UNISEX RR
108WEIGH IN ALCOVE 109GM ROOM 110EXAM ROOM 10 111EXAM ROOM 111 112PROCEDURE
114EMP. UNISEX
113BREAKROOM
102OFFICE
103OFFICE
105OFFICE
104OFFICE
100WAITING ROOM
101RECEPTION
116NURSE STATION 1
115NURSE STATION 2
132ELEC. ROOM
NO
P
A
R
K
I
N
G
2
10 5
9
9
9
9
3
10.00'
20
.
0
0
'
25
.
0
0
'
20
.
0
0
'
10.00'
25.00'
20.00'
20
.
0
0
'
10.00'
25.00'
25.00'
25.00'
20.00'
5.
0
0
'
8.
0
0
'
20.00'
20.00'
10
.
0
0
'
25
.
0
0
'
10.00'20
.
0
0
'
5.00'
15
.
0
0
'
15
.
0
0
'
15.00'
15.00'
20
.
0
0
'
10.00'
20
.
0
0
'
10.00'
25
.
0
0
'
56.67'
16
8
.
6
0
'
6.00'
6.00'
6.
0
0
'
6.00'
6.
0
0
'
12.50'
12.50'
12
.
5
0
'
6.00'
6.
0
0
'
11.71'
56.41'
96
.
8
9
'
25
.
0
0
'
6.
0
0
'
6.
0
0
'
6.
0
0
'
5.
0
0
'
5.
0
0
'
5.
0
0
'
5.
0
0
'
17
.
0
0
'
R
3
'
15.88'
R25
'
5.74'
5.95'R1
5
'
R3'16.38'
10
0
.
0
0
'
17.00'R3'
1.
3
3
'
R5
0
'
R4
0
'
50
.
4
4
'
3.52'
R
3
'
17
.
0
0
'
40.00'
17
.
0
0
'
R3'
14.00'
R
3
'
17
.
0
0
'
100.00'
41
.
9
3
'
R3'
20.00'
20
.
0
0
'
17.00'R
3
'
6.
4
8
'
R8'
R
2
5
'
18
.
0
9
'
R3'
23.00
'
1
5
.
0
0
'
9.12
'
R3'
18
.
8
1
'
R3'
33
.
2
4
'
R
3
'
R15
'
10
.
0
0
'
R
1
5
'
33
.
1
8
'
R3'
R
1
5
'
10
.
0
0
'
R15
'
R
3
'
R
3
'
16.36'
43
.
6
8
'
17.33'R3'
54
.
5
3
'
R
1
5
'
R3'
16
.
8
4
'
90.00'
16
.
8
4
'
R
3
'
R15
'
98
.
0
6
'
R
5
'
74.72'R15'
11
.
9
4
'
R3'
10
2
.
5
8
'
R5'
R
2
5
'
79
.
7
2
'
R2
5
'
55.45'R1
'
55.45'
R2
5
'
66.00'
R15'
10
.
0
0
'
6.
0
0
'
5.00'
R2
'
50.00'17
.
0
0
'
R3'4.00'R
3
'
17
.
0
0
'
80.00'17
.
0
0
'
R3'
2.00'
20
.
0
0
'
10.00'
5 8
17
.
0
0
'
49.21'
KEY NOTES
25' WIDE DRAINAGE EASEMENT
(DOC. # 202099037004 O.P.R.)
16' WATER EASEMENT(DOC. # 202099037003 O.P.R.)2
CROSS ACCESS EASEMENT
(DOC# 202099002644 O.P.R.)3
4
30' WATER EASEMENT
(VOL. 1685 PG. 731 O.P.R.)5
16' SANITARY SEWER EASEMENT
(DOC. # 201899023162 O.P.R.)
7 16' SANITARY SEWER EASEMENT
(VOL. 7 PG. 687 O.P.R.)
1
9
8
16' SANITARY SEWER EASEMENT
(DOC. # 201899023163 O.P.R.)
30' WATER EASEMENT
(VOL. 1685 PG. 145 O.P.R.)
6
10 50' TEMPORARY
CONSTRUCTION EASEMENT
(VOL. 1685 PG. 145 O.P.R.)
11
12
13
16' SANITARY SEWER EASEMENT
(AS PER APPROVED BLACKBURN
SUBDIVISION PLAT)14
15
16
CROSS ACCESS EASEMENT
(DOC. # 202099002644 O.P.R.)
30' WATER EASEMENT
(VOL. 1685 PG. 753 O.P.R.)
50' TEMPORARY
CONSTRUCTION EASEMENT
(VOL. 1685 PG. 753 O.P.R.)
50' TEMPORARY
CONSTRUCTION EASEMENT
(VOL. 1685 PG. 731 O.P.R.)
CROSS ACCESS EASEMENT
(AS PER APPROVED BLACKBURN
SUBDIVISION PLAT)
1' NON-ACCESS EASEMENT
(AS PER APPROVED BLACKBURN
SUBDIVISION PLAT)
17
16' WATER EASEMENT
(AS PER APPROVED BLACKBURN
SUBDIVISION PLAT)
0'
SCALE : 1''=30'
30'
60'
90'
LEGAL DESCRIPTION
A 1.69 ACRE LOT 2, BLOCK 1 OF APPROVED BUT UNRECORDED BLACKBURN
SUBDIVISION PLAT IN SCHERTZ, GUADALUPE COUNTY, TEXAS. SAID LOT 2
BEING COMPRISED OF A 1.00 ACRE TRACT AS RECORDED IN VOL. 4272, PG.
799 AND A PORTION OF A 1.004 ACRE TRACT RECORDED IN VOL. 4152, PG
718 OF THE DEED RECORDS OF GUADALUPE COUNTY, TEXAS,
COORDINATION NOTE:
1.CONTACT SPECTRUM TO COORDINATE CABLE TV SERVICE.
1-866-368-4374.
2.CONFIRM REQUIREMENTS AND COORDINATE WITH GVEC FOR
INSPECTIONS AND CONDUIT SIZES FOR PRIMARY AND ELECTRICAL
SERVICES. 1-830-386-4415.
3.CONTACT AT&T TO COORDINATE TELEPHONE SERVICE. 1-800-449-7928.
4.CONTRACTOR TO COORDINATE WITH CENTERPOINT TO PLAN GAS
SERVICES. (830)-643-6938.
5.CONTRACTOR TO COORDINATE WITH CITY OF SCHERTZ PUBLIC WORKS
DEPARTMENT TO PLAN SANITARY SEWER AND WATER SERVICES.
(210)-619-1800.
6.CONTRACTOR SHALL CONTACT 1-800-DIG-TESS A MINIMUM OF 48 HOURS
PRIOR TO THE START OF CONSTRUCTION.
BENCHMARKS
BM1: SET PK NAIL WITH WASHER IN CURB AT ELEVATION = 701.18' SET BY
KFW SURVEYING.
BM2: SET PK NAIL WITH WASHER IN ASPHALT AT ELEVATION = 702.94' SET
BY KFW SURVEYING.
LOCATION MAP
NOT TO SCALE
SITE R
O
Y
R
I
C
H
A
R
D
D
R
.
ELBE
L
R
D
.
BORG
F
E
L
D
R
D
.
FM 78
JOB NO.:
DRAWN:
SHEET NUMBER:
DATE:
CHECKED:
THIS DOCUMENT HAS BEEN PRODUCED FROM MATERIAL THAT WAS STORED AND/OR TRANSMITTED ELECTRONICALLY AND MAY HAVE BEEN INADVERTENTLY ALTERED. RELY ONLY ON FINAL HARDCOPY MATERIALS BEARING THE CONSULTANT'S ORIGINAL SIGNATURE AND SEAL.
34
2
1
P
a
e
s
a
n
o
s
P
k
w
y
,
S
u
i
t
e
2
0
0
,
S
a
n
A
n
t
o
n
i
o
,
T
X
7
8
2
3
1
Ph
o
n
e
#
:
(
2
1
0
)
9
7
9
-
8
4
4
4
•
F
a
x
#
:
(
2
1
0
)
9
7
9
-
8
4
4
1
TB
P
E
F
i
r
m
#
:
9
5
1
3
•
T
B
P
L
S
F
i
r
m
#
:
1
0
1
2
2
3
0
0
DA
T
E
RE
V
I
S
I
O
N
/
I
S
S
U
E
NO
.
933-01-01
JUNE 2022
H.M E.W.
H
E
A
L
T
H
T
E
X
A
S
S
C
H
E
R
T
Z
,
T
X
.
C
L
I
N
I
C
6
5
0
F
M
3
0
0
9
R
O
Y
R
I
C
H
A
R
D
D
R
.
,
S
C
H
E
R
T
Z
,
T
X
.
7
8
1
5
4
PROPERTY LINE
EXISTING CURB
EXISTING FIRE HYDRANT
SITE BENCHMARK
SEE DESCRIPTION THIS SHEET
LEGEND
EXISTING CONCRETE
ADJACENT PROPERTY LINE
EXISTING SIGN
DI
M
E
N
S
I
O
N
A
L
C
O
N
T
R
O
L
P
L
A
N
C4.0
EXISTING TREES
EXISTING SANITARY
SEWER MANHOLE SS
PROPOSED CURB
PROPOSED RIBBON CURB
PROPOSED CONCRETE
PARKING STALL COUNT 3
NOTES:
1.ALL DIMENSIONS ARE TO FACE OF CURB OR EDGE OF PAVEMENT.
2.CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY QUESTIONS THAT
MAY ARISE CONCERNING THE INTENT, PLACEMENT, OR LIMITS OF DIMENSIONS
NECESSARY FOR CONSTRUCTION OF THIS PROJECT.
3.THE CONTRACTOR SHALL PRESERVE ALL CONSTRUCTION STAKES, MARKS, ETC. IF ANY
ARE DESTROYED OR REMOVED BY THE CONTRACTOR OR HIS EMPLOYEES, THEY SHALL
BE REPLACED AT THE CONTRACTORS EXPENSE.
4.ALL CURBS ARE 6" HIGH UNLESS OTHERWISE NOTED.
5.CONTRACTOR SHALL BE RESPONSIBLE FOR RESTORING TO ITS ORIGINAL OR BETTER
CONDITION ANY DAMAGE DONE TO EXISTING UTILITIES, FENCES, PAVEMENT, CURBS,
DRIVEWAYS, OR SIDEWALKS (NO SEPARATE PAY ITEM).
6.CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WITH ALL NECESSARY
UTILITY COMPANIES FOR PROVIDING TEMPORARY SERVICES DURING CONSTRUCTION.
7.ALL DIMENSIONS MUST BE VERIFIED ON THE JOB AND THE ENGINEER MUST BE
NOTIFIED OF ANY DISCREPANCIES BEFORE PROCEEDING WITH CONSTRUCTION.
8.ALL COORDINATE POINTS FOR THE ROADWAY SYSTEM ARE TO FACE OF CURB.
9.THE CONTRACTOR SHALL SAW CUT EXISTING PAVEMENT, CURBS, AND SIDEWALKS AT
NEW PAVEMENT, CURBS, AND SIDEWALK JUNCTURES. NO JAGGED OR IRREGULAR CUTS
WILL BE ALLOWED OR ACCEPTED.
10.THE COORDINATES ON THIS SHEET ARE IN SURFACE COORDINATES, AND A SCALE
FACTOR OF 0.99984 WILL BE REQUIRED TO CONVERT TO GRID COORDINATES.
LIMITS OF CONSTRUCTION
CAUTION!!: THE CONTRACTOR SHALL BE REQUIRED TO LOCATE ALL PUBLIC OR
PRIVATE UTILITIES INCLUDING BUT NOT LIMITED TO: WATER, SEWER, TELEPHONE
AND FIBER OPTIC LINES, SITE LIGHTING ELECTRIC, SECONDARY ELECTRIC,
PRIMARY ELECTRICAL DUCTBANKS, LANDSCAPE IRRIGATION FACILITIES, AND
GAS LINES. ANY UTILITY CONFLICTS THAT ARISE SHOULD BE COMMUNICATED
TO THE ENGINEER IMMEDIATELY AND PRIOR TO CONSTRUCTION.THE CONTRACTOR
SHALL CONTACT 1-800-DIG-TESS A MINIMUM OF 48 HOURS PRIOR TO THE START OF
CONSTRUCTION. ANY DAMAGE TO EXISTING UTILITIES SHALL BE THE SOLE
RESPONSIBILITY OF THE CONTRACTOR AND THE REPAIR SHALL BE AT CONTRACTOR'S
SOLE EXPENSE WHETHER THE UTILITY IS SHOWN ON THESE PLANS OR NOT.
TRENCH EXCAVATION SAFETY PROTECTION NOTE:
CONTRACTOR AND/ OR CONTRACTOR'S INDEPENDENTLY RETAINED EMPLOYEE OR
STRUCTURAL DESIGN / GEOTECHNICAL / SAFETY / EQUIPMENT CONSULTANT, IF ANY,
SHALL REVIEW THESE PLANS AND ANY AVAILABLE GEOTECHNICAL INFORMATION AND
THE ANTICIPATED INSTALLATION SITES WITHIN THE PROJECT WORK AREA IN ORDER
TO IMPLEMENT CONTRACTOR'S TRENCH EXCAVATION SAFETY PROTECTION SYSTEMS,
PROGRAMS AND/OR PROCEDURES FOR THE PROJECT DESCRIBED IN THE CONTRACT
DOCUMENTS. THE CONTRACTOR'S IMPLEMENTATION OF THESE SYSTEMS, PROGRAMS
AND/OR PROCEDURES SHALL PROVIDE FOR ADEQUATE TRENCH EXCAVATION SAFETY
PROTECTION THAT COMPLY WITH AS A MINIMUM, OSHA STANDARDS FOR TRENCH
EXCAVATIONS. SPECIFICALLY, CONTRACTOR AND/OR CONTRACTOR'S INDEPENDENTLY
RETAINED EMPLOYEE OR SAFETY CONSULTANT SHALL IMPLEMENT A TRENCH SAFETY
PROGRAM IN ACCORDANCE WITH OSHA STANDARDS GOVERNING THE PRESENCE AND
ACTIVITIES OF INDIVIDUALS WORKING IN AND AROUND TRENCH EXCAVATION.
10/13/2022 12:59:32 PM
Ap Certified By:
Samuel Haas, Planner
Planning and Community Development11/09/2022 4:02:34 PM
Ap Approved By:
Samuel Haas, Planner
Planning & Community Development
5231
F.M.3009
F.N.ROY RICHARD DRIVE
(120' R.O.W.)
1.00 ACRE TRACT
JERRY AND LENORE MERGELE
(DOC# 2015016989 O.P.R.)TRACT 1
1.690 ACRE TRACT
(73,629 SQ. FT.)
1.38 ACRE TRACT
HARPER 2006 FAMILY PARTNERSHIP LTD.
(DOC# 202099002645 O.P.R.)
FIR
FIRFIR
FIR
FIR
WV WV(2)
FH FH
CURB CURB
SIR
SIRN30° 24' 08"W
39.34'
86.10'127.00'
87.75'127.00'
SS
SS SS SS
GUTTER
12
15
217
3
1
4
6
9
13
7
11
5
8
10
14
LOT 1
BLOCK 1
MERRITT LAKESIDE SUBDIVISION
(VOL.7 PG. 687 D.P.R.)
DDC ASHTON LTD
(VOL. 2981 PG 93 O.P.R.)
61.222 ACRE T RACT
MIGUEL DONOVAN GUITIERREZ &
ADRIENNE CHRISTINE GUITIERREZ
(DOC# 2017023900 O.P.R.)
LOT 2
BLOCK 1
AS PER APPROVED
(BLACKBURN SUBDIVISION PLAT)
ZONE X FEMA LINE
ZONE X FEMA LINE
BM 2
BM 1
16
N30° 24' 08"W 214.75'
N5
9
°
3
8
'
3
2
"
E
3
4
4
.
0
5
'
S30° 28' 22"E 213.10'
N30° 28' 22"W
126.43'
N30° 24' 08"W 126.43'N30° 24' 08"W
126.43'
S5
9
°
2
2
'
0
3
"
W
3
4
4
.
3
1
'
FD
REF
.
REF.
A401A
131EXAM ROOM 1
130EXAM ROOM 2129EXAM ROOM 3128EXAM ROOM 4127EXAM ROOM 5126EXAM ROOM 6125EXAM ROOM 7124EXAM ROOM 8
123MED. STORAGE
122IT ROOM
121
FIRE SPRINKLERROOM
120BIO ROOM
119JANITOR STORAGE 118PATIENT RR 117EXAM ROOM 9
106LAB ROOM 107UNISEX RR
108WEIGH IN ALCOVE 109GM ROOM 110EXAM ROOM 10 111EXAM ROOM 111 112PROCEDURE
114EMP. UNISEX
113BREAKROOM
102OFFICE
103OFFICE
105OFFICE
104OFFICE
100WAITING ROOM
101RECEPTION
116NURSE STATION 1
115NURSE STATION 2
132ELEC. ROOM
NO
P
A
R
K
I
N
G
UGEUGEUGE
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UGE UGE
UG
E
F.F.E. = 701.25'
±1
3
2
L
F
6
"
S
D
R
2
6
@
1
.
0
0
%
EXISTING SANITARY SEWER MANHOLE
RIM ELEVATION = 702.29'
BOTTOM OF PIPE = 697.91'
EXISTING SANITARY SEWER MANHOLE
RIM ELEVATION = 702.36'
BOTTOM OF PIPE = 697.72'
TOP TO FIELD ADJUSTED TO FINISHED GRADE
EXISTING SANITARY SEWER MANHOLE
RIM ELEVATION = 701.95'
10" PVC IN = 696.45'
10" PVC OUT = 694.71
APPROXIMATE LOCATION OF UNDERGROUND
ELECTRIC LINE TO BE CONSTRUCTED PRIOR TO
HEALTH TEXAS SCHERTZ. CONTRACTOR TO
LOCATE ELECTRIC LINE PRIOR TO CONSTRUCTION
AND NOTIFY THE ENGINEER OF ANY
DISCREPANCIES OR CONFLICTS.
±209 LF UNDERGROUND ELECTRIC LINE
REF. MEP PLANS FOR CONTINUATION
APPROXIMATE LOCATION OF SAMPLE PORT
REF. MEP PLANS
LOT 2
BLOCK 1
AS PER APPROVED
BLACKBURN SUBDIVISION PLAT
CONTACTOR TO CONNECT TO EXISTING
UNDERGROUND ELECTRIC LINE
±14 LF UNDERGROUND ELECTRIC LINE
10'X10' CONCRETE PAD FOR TRANSFORMER
PROPOSED FIRE HYDRANT
SEE DETAIL C5.1
±13 LF DUCTILE IRON PIPE
±13 LF 2" COPPER PIPE
DOMESTIC WATER SERVICE
±1
4
9
L
F
2
"
C
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DO
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S
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A
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I
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E
±13 LF 2" COPPER PIPE
±11 LF 2" COPPER PIPE
±9 LF 2" COPPER PIPE
DOMESTIC WATER SERVICE
±152 LF 8" DI
±21 LF 8" DI PIPE
±12 LF 8" DI PIPE
INSTALL:
1 ~ CLEANOUT
6" FL OUT (E)=698.49
EXISTING 4' MANHOLE
6" FL IN (W)=697.17
RIM ELEV.=702.0
TOP TO FIELD ADJUSTED TO FINISHED GRADE
INSTALL DOMESTIC WATER SERVICE:
2" WATER METER
STANDARD METER BOX
SEE MEP PLANS
FOR CONTINUATION
INSTALL FIRELINE SERVICE:
8" X 8" MJ X MJ CUT-IN ANCHOR TEE
2 ~ 8" GATE VALVE, MJ
2 ~ 8" VALVE BOX COMPLETE
±13 LF 8" DI, CUT AS REQUIRED
1 ~ CORPORATION STOP
SEE SCHERTZ STANDARD DETAIL 02512/SHEET C5.1
INSTALL IRRIGATION WATER SERVICE:
8" X 2" TAPPING SADDLE
2" COPPER PIPE - CUT AS REQUIRED
SEE SCHERTZ STANDARD DETAIL 02512/SHEET C5.1
INSTALL DOMESTIC WATER SERVICE:
8" X 2" TAPPING SADDLE
2" COPPER PIPE - CUT AS REQUIRED
2" GATE VALVE
SEE SCHERTZ STANDARD DETAIL 02512/SHEET C5.1
INSTALL IRRIGATION WATER SERVICE:
2" WATER METER
STANDARD METER BOX
SEE LANDSCAPE PLANS AND
FOR RPZ BACKFLOW DEVICE
AND CONTINUATION
INSTALL:
1 ~1/4 BEND, M.J.
INSTALL:
1 ~ 8" DOUBLE CHECK DETECTOR
ASSEMBLY WITH VAULT.
SEE DETAIL SHEET C5.1
INSTALL:
1 ~ 8"X6" TEE, MJ
INSTALL:
1 ~ 8" 1/4 BEND, MJ
KEY NOTES
25' WIDE DRAINAGE EASEMENT
(DOC. # 202099037004 O.P.R.)
16' WATER EASEMENT
(DOC. # 202099037003 O.P.R.)2
CROSS ACCESS EASEMENT
(DOC# 202099002644 O.P.R.)3
4
30' WATER EASEMENT
(VOL. 1685 PG. 731 O.P.R.)5
16' SANITARY SEWER EASEMENT
(DOC. # 201899023162 O.P.R.)
7 16' SANITARY SEWER EASEMENT
(VOL. 7 PG. 687 O.P.R.)
1
9
8
16' SANITARY SEWER EASEMENT
(DOC. # 201899023163 O.P.R.)
30' WATER EASEMENT
(VOL. 1685 PG. 145 O.P.R.)
6
10 50' TEMPORARY
CONSTRUCTION EASEMENT
(VOL. 1685 PG. 145 O.P.R.)
11
12
13
16' SANITARY SEWER EASEMENT
(AS PER APPROVED BLACKBURN
SUBDIVISION PLAT)14
15
16
CROSS ACCESS EASEMENT
(DOC. # 202099002644 O.P.R.)
30' WATER EASEMENT
(VOL. 1685 PG. 753 O.P.R.)
50' TEMPORARY
CONSTRUCTION EASEMENT(VOL. 1685 PG. 753 O.P.R.)
50' TEMPORARY
CONSTRUCTION EASEMENT
(VOL. 1685 PG. 731 O.P.R.)
CROSS ACCESS EASEMENT
(AS PER APPROVED BLACKBURN
SUBDIVISION PLAT)
1' NON-ACCESS EASEMENT
(AS PER APPROVED BLACKBURNSUBDIVISION PLAT)
17
16' WATER EASEMENT
(AS PER APPROVED BLACKBURN
SUBDIVISION PLAT)
0'
SCALE : 1''=30'
30'
60'
90'
LEGAL DESCRIPTION
A 1.69 ACRE LOT 2, BLOCK 1 OF APPROVED BUT UNRECORDED BLACKBURN
SUBDIVISION PLAT IN SCHERTZ, GUADALUPE COUNTY, TEXAS. SAID LOT 2
BEING COMPRISED OF A 1.00 ACRE TRACT AS RECORDED IN VOL. 4272, PG.
799 AND A PORTION OF A 1.004 ACRE TRACT RECORDED IN VOL. 4152, PG
718 OF THE DEED RECORDS OF GUADALUPE COUNTY, TEXAS,
COORDINATION NOTE:
1.CONTACT SPECTRUM TO COORDINATE CABLE TV SERVICE.
1-866-368-4374.
2.CONFIRM REQUIREMENTS AND COORDINATE WITH GVEC FOR
INSPECTIONS AND CONDUIT SIZES FOR PRIMARY AND ELECTRICAL
SERVICES. 1-830-386-4415.
3.CONTACT AT&T TO COORDINATE TELEPHONE SERVICE. 1-800-449-7928.
4.CONTRACTOR TO COORDINATE WITH CENTERPOINT TO PLAN GAS
SERVICES. (830)-643-6938.
5.CONTRACTOR TO COORDINATE WITH CITY OF SCHERTZ PUBLIC WORKS
DEPARTMENT TO PLAN SANITARY SEWER AND WATER SERVICES.
(210)-619-1800.
6.CONTRACTOR SHALL CONTACT 1-800-DIG-TESS A MINIMUM OF 48 HOURS
PRIOR TO THE START OF CONSTRUCTION.
BENCHMARKS
BM1: SET PK NAIL WITH WASHER IN CURB AT ELEVATION = 701.18' SET BY
KFW SURVEYING.
BM2: SET PK NAIL WITH WASHER IN ASPHALT AT ELEVATION = 702.94' SET
BY KFW SURVEYING.
LOCATION MAP
NOT TO SCALE
SITE R
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Y
R
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R
.
ELBE
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D
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BORG
F
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FM 78
JOB NO.:
DRAWN:
SHEET NUMBER:
DATE:
CHECKED:
THIS DOCUMENT HAS BEEN PRODUCED FROM MATERIAL THAT WAS STORED AND/OR TRANSMITTED ELECTRONICALLY AND MAY HAVE BEEN INADVERTENTLY ALTERED. RELY ONLY ON FINAL HARDCOPY MATERIALS BEARING THE CONSULTANT'S ORIGINAL SIGNATURE AND SEAL.
34
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933-01-01
JUNE 2022
H.M E.W.
H
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LEGEND
CAUTION!!: THE CONTRACTOR SHALL BE REQUIRED TO LOCATE ALL PUBLIC OR
PRIVATE UTILITIES INCLUDING BUT NOT LIMITED TO: WATER, SEWER, TELEPHONE
AND FIBER OPTIC LINES, SITE LIGHTING ELECTRIC, SECONDARY ELECTRIC,
PRIMARY ELECTRICAL DUCTBANKS, LANDSCAPE IRRIGATION FACILITIES, AND
GAS LINES. ANY UTILITY CONFLICTS THAT ARISE SHOULD BE COMMUNICATED
TO THE ENGINEER IMMEDIATELY AND PRIOR TO CONSTRUCTION.THE CONTRACTOR
SHALL CONTACT 1-800-DIG-TESS A MINIMUM OF 48 HOURS PRIOR TO THE START OF
CONSTRUCTION. ANY DAMAGE TO EXISTING UTILITIES SHALL BE THE SOLE
RESPONSIBILITY OF THE CONTRACTOR AND THE REPAIR SHALL BE AT CONTRACTOR'S
SOLE EXPENSE WHETHER THE UTILITY IS SHOWN ON THESE PLANS OR NOT.
OV
E
R
A
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L
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Y
P
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A
N
C5.0
PROPOSED CURB
PROPOSED RIBBON CURB
PROPOSED CONCRETE
TRENCH EXCAVATION SAFETY PROTECTION
CONTRACTOR AND/ OR CONTRACTOR'S INDEPENDENTLY RETAINED EMPLOYEE OR STRUCTURAL
DESIGN/GEOTECHNICAL/SAFETY/EQUIPMENT CONSULTANT, IF ANY, SHALL REVIEW THESE
PLANS AND ANY AVAILABLE GEOTECHNICAL INFORMATION AND THE ANTICIPATED INSTALLATION
SITES WITHIN THE PROJECT WORK AREA IN ORDER TO IMPLEMENT CONTRACTOR'S TRENCH
EXCAVATION SAFETY PROTECTION SYSTEMS, PROGRAMS AND/OR PROCEDURES FOR THE
PROJECT DESCRIBED IN THE CONTRACT DOCUMENTS. THE CONTRACTOR'S IMPLEMENTATION
OF THESE SYSTEMS, PROGRAMS AND/OR PROCEDURES SHALL PROVIDE FOR ADEQUATE
TRENCH EXCAVATION SAFETY PROTECTION THAT COMPLY WITH AS A MINIMUM, OSHA
STANDARDS FOR TRENCH EXCAVATIONS. SPECIFICALLY, CONTRACTOR AND/OR CONTRACTOR'S
INDEPENDENTLY RETAINED EMPLOYEE OR SAFETY CONSULTANT SHALL IMPLEMENT A TRENCH
SAFETY PROGRAM IN ACCORDANCE WITH OSHA STANDARDS GOVERNING THE PRESENCE AND
ACTIVITIES OF INDIVIDUALS WORKING IN AND AROUND TRENCH EXCAVATION.
COMPACTION NOTE:
THE CONTRACTOR SHALL BE RESPONSIBLE FOR MEETING 98% COMPACTION ON ALL TRENCH
BACKFILL AND PAYING FOR THE TESTS TO BE PERFORMED BY A THIRD PARTY. COMPACTION
TESTS WILL BE DONE AT ONE LOCATION POINT RANDOMLY SELECTED OR AS INDICATED BY THE
SAWS INSPECTOR/TEST ADMINISTRATOR, PER EACH 12 INCH LOOSE LIFT PER 400 LINEAR FEET
AT A MINIMUM. PERMITS AND/OR WILL NOT BE ACCEPTED AND FINALIZED BY SAWS WITHOUT
THIS REQUIREMENT BEING MET AND VERIFIED BY PROVIDING ALL NECESSARY DOCUMENTED
TEST RESULTS.
UTILITY GENERAL NOTES:
1.ALL MATERIALS AND CONSTRUCTION PROCEDURES WITHIN THE SCOPE OF THIS PROJECT SHALL
CONFORM TO ALL APPLICABLE CITY OF SCHERTZ STANDARD SPECIFICATIONS FOR PUBLIC WORKS
CONSTRUCTION (LATEST EDITION), CITY BUILDING CODE AND REGULATIONS AS WELL AS OTHER
SAFETY CODES AND INSPECTION PROVISIONS APPLICABLE TO THE PROJECT AND REQUIREMENTS OF
THE FIRE DEPARTMENT. SANITARY SEWER SYSTEM CONSTRUCTION SHALL COMPLY WITH THE 2015 IPC
AND APPLICABLE TCEQ REGULATIONS.
2.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ACQUIRING ALL PERMITS, TESTS, APPROVALS AND
ACCEPTANCES REQUIRED TO COMPLETE CONSTRUCTION OF THIS PROJECT.
3.ALL UTILITY CONNECTIONS TO BUILDING SHALL BE COORDINATED WITH MECHANICAL AND ELECTRIC
PLANS. FOR INFORMATION ON GAS, ELECTRIC, AND TELEPHONE UTILITIES, SEE THE MECHANICAL AND
ELECTRIC PLANS.
4.THE CONTRACTOR SHALL FURNISH AND MAINTAIN ALL TRAFFIC CONTROL DEVICES, LIGHTING, OR
WARNING CONTROL DEVICES USED OR REQUIRED TO COMPLETE THE WORK.
5.CONTRACTOR SHALL BE RESPONSIBLE FOR RESTORING TO ORIGINAL CONDITION, OR BETTER, ANY
DAMAGES DONE TO EXISTING BUILDINGS, RETAINING WALLS, UTILITIES, FENCES, PAVEMENT, CURBS
OR DRIVEWAYS (NO SEPARATE PAY ITEM).
6.CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY QUESTIONS THAT MAY ARISE
CONCERNING THE INTENT, PLACEMENT, OR LIMITS, OF DIMENSIONS OR GRADES NECESSARY FOR
CONSTRUCTION OF THIS PROJECT.
7.THE CONTRACTOR SHALL SAWCUT EXISTING PAVEMENT AT NEW PAVEMENT AND CURB JUNCTURES.
NO JAGGED OR IRREGULAR CUTS IN PAVEMENT WILL BE ALLOWED OR ACCEPTED.
8.ALL EXCAVATIONS AND BACK FILLING OF UTILITY TRENCHES SHALL MEET GEOTECHNICAL REPORT
RECOMMENDATIONS OR TYPICAL CITY OF SCHERTZ UTILITY TRENCH SPECIFICATIONS. ALL BACK FILL
MUST BE IN COMPACTED 12-INCH LIFTS, AND NO WATER JETTING IS ALLOWED.
9.SANITARY SEWER PIPE IS SDR 26 (ASTM D2241, D3139). WATER PIPE SHALL CONFORM TO ASTM D1785,
ASTM D2241(PVC) SCHEDULE 80, OR AWWA C151/A21.51, AWWA C115/A21.15 (D.I.). WATER MAINS MUST
BE DR14 AND SHALL CONFORM TO AWWA C900, ASTM D3139.
10.THE CONSTRUCTION OF ANY PRIMARY ELECTRIC AND GAS DISTRIBUTION SYSTEMS SHALL BE
GOVERNED BY THE ENGINEERING CONSTRUCTION PLANS PREPARED BY CPS ENERGY. THIS DRAWING
SHALL SERVE ONLY AS REFERENCE DOCUMENT TO COORDINATE LOCATION OF THE PROPOSED
PRIMARY ELECTRIC AND GAS DISTRIBUTION SYSTEM. CPS CONSTRUCTION DRAWINGS AND
CONSTRUCTION DETAILS SHALL GOVERN.
11.CONDUITS CALLED OF FOR FUTURE GAS LINES SHALL HAVE A MINIMUM OF 3.0' OF COVER.
12.CONTRACTOR TO COORDINATE WITH CITY TO DETERMINE BFP TYPE AND PREFERRED LOCATION OF
METER AND BFP IN RESPECT TO PROPERTY LINE.
13. WHERE THE MINIMUM 9 FOOT SEPARATION DISTANCE BETWEEN WASTEWATER LINES AND WATER
LINES / MAINS CANNOT BE MAINTAINED, THE INSTALLATION OF WASTEWATER LINES SHALL BE IN
STRICT ACCORDANCE WITH TCEQ. THE WASTEWATER LINE SHALL BE CONSTRUCTED OF CAST IRON,
DUCTILE IRON OR PVC MEETING THE ASTM SPECIFICATION FOR BOTH PIPES AND JOINTS OF 150 P.S.I.
AND SHALL BE IN ACCORDANCE WITH 30 TAC217.53 (D) (3) (A) (1)
14. WHERE THE MINIMUM 9 FOOT SEPARATION DISTANCE BETWEEN WASTEWATER AND WATER LINES /
MAINS CANNOT BE MAINTAINED, THE INSTALLATION OF WASTEWATER LINES SHALL BE IN STRICT
ACCORDANCE WITH TCEQ.
PROPERTY LINE
EXISTING CURB
EXISTING FIRE HYDRANT
SITE BENCHMARK
SEE DESCRIPTION THIS SHEET
EXISTING CONCRETE
ADJACENT PROPERTY LINE
EXISTING SIGN
EXISTING WATER LINE
EXISTING TREES
EXISTING GAS LINE
EXISTING SEWER LINE
EXISTING SANITARY
SEWER MANHOLE SS
EXISTING
UNDERGROUND UTILITY
EXISTING WATER VALVES
EXISTING 10" SEWER LINE
PROPOSED SANITARY
SEWER MAIN
PROPOSED IRRIGATION
WATER LINE
6" SS
3/4" IR
PROPOSED DOMESTIC
WATER LINE 1.5" DW
PROPOSED FINISH
FLOOR ELEVATION F.F.E. = XXX.XX
PROPOSED FIRE LINE 6" FL
6" SS
PROPOSED UNDERGROUND
ELECTRIC LINE
PROPOSED GAS LINE
SCHERTZ UTILITY NOTES:
1. DOMESTIC AND IRRIGATION WATER SERVICE NEED TO
BE K-COPPER PIPE FROM MAIN TO CURB STOP. REFER TO
CITY OF SCHERTZ WATER TAP AND SERVICE STANDARD
DETAILS #02512 FOR ALL TAPS AND SERVICE
CONNECTIONS.
2. ALL EXISTING AND PROPOSED HYDRANTS MUST HAVE
STORTZ CONNECTIONS. REFER TO CITY OF SCHERTZ FIRE
HYDRANT STANDARD DETAILS #02520.
3. CONTRACTOR MUST REPLACE ANY ASBESTOS
CONCRETE PIPE PLANNED FOR TAPPING, FROM COLLAR
TO COLLAR, WITH EITHER C900 DR14 OR DI PIPE OF THE
SAME DIAMETER.
4. APPROVAL OF UTILITY PLAN AS PART OF THE SITE PLAN
APPROVAL OF GENERAL SCHEME OF UTILITY
CONNECTIONS. APPROVAL DOES NOT CONSTITUTE
APPROVAL OF SPECIFIC LAYOUT OR DETAILS OF
CONSTRUCTION. CHANGES MAY BE PROPOSED OR
REQUIRED PRIOR TO ISSUANCE OF ANY PERMIT FOR
CONSTRUCTION.
LIMITS OF CONSTRUCTION
FDC
10/13/2022 12:59:40 PM
Ap Certified By:
Samuel Haas, Planner
Planning and Community Development
11/09/2022 4:02:38 PM
Ap Approved By:
Samuel Haas, Planner
Planning & Community Development
JOB NO.:
DRAWN:
SHEET NUMBER:
DATE:
CHECKED:
THIS DOCUMENT HAS BEEN PRODUCED FROM MATERIAL THAT WAS STORED AND/OR TRANSMITTED ELECTRONICALLY AND MAY HAVE BEEN INADVERTENTLY ALTERED. RELY ONLY ON FINAL HARDCOPY MATERIALS BEARING THE CONSULTANT'S ORIGINAL SIGNATURE AND SEAL.
34
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933-01-01
JUNE 2022
H.M E.W.
H
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C5.110/13/2022 12:59:49 PM
Ap Certified By:
Samuel Haas, Planner
Planning and Community Development
11/09/2022 4:02:42 PM
Ap Approved By:
Samuel Haas, Planner
Planning & Community Development
5231
F.M.3009
F.N.ROY RICHARD DRIVE
(120' R.O.W.)
1.00 ACRE TRACT
JERRY AND LENORE MERGELE
(DOC# 2015016989 O.P.R.)TRACT 1
1.690 ACRE TRACT
(73,629 SQ. FT.)
1.38 ACRE TRACT
HARPER 2006 FAMILY PARTNERSHIP LTD.
(DOC# 202099002645 O.P.R.)
FIR
FIRFIR
FIR
FIR
CURB CURBCURB
SIR
SIRN30° 24' 08"W
39.34'
86.10'127.00'
87.75'127.00'
SS
SS SS SS
GUTTERGUTTER
12
15
217
3
1
4
6
9
13
7
11
5
8
10
14
LOT 1
BLOCK 1
MERRITT LAKESIDE SUBDIVISION
(VOL.7 PG. 687 D.P.R.)
DDC ASHTON LTD
(VOL. 2981 PG 93 O.P.R.)
61.222 ACRE T RACT
MIGUEL DONOVAN GUITIERREZ &
ADRIENNE CHRISTINE GUITIERREZ
(DOC# 2017023900 O.P.R.)
LOT 2
BLOCK 1
AS PER APPROVED
(BLACKBURN SUBDIVISION PLAT)
ZONE X FEMA LINE
ZONE X FEMA LINE
BM 2
BM 1
16
N30° 24' 08"W 214.75'
N5
9
°
3
8
'
3
2
"
E
3
4
4
.
0
5
'
S30° 28' 22"E 213.10'
N30° 28' 22"W
126.43'
N30° 24' 08"W 126.43'N30° 24' 08"W
126.43'
S5
9
°
2
2
'
0
3
"
W
3
4
4
.
3
1
'
FD
REF
.
REF.
A401A
131EXAM ROOM 1
130EXAM ROOM 2129EXAM ROOM 3128EXAM ROOM 4127EXAM ROOM 5126EXAM ROOM 6125EXAM ROOM 7124EXAM ROOM 8
123MED. STORAGE
122IT ROOM
121
FIRE SPRINKLERROOM
120BIO ROOM
119JANITOR STORAGE 118PATIENT RR 117EXAM ROOM 9
106LAB ROOM 107UNISEX RR
108WEIGH IN ALCOVE 109GM ROOM 110EXAM ROOM 10 111EXAM ROOM 111 112PROCEDURE
114EMP. UNISEX
113BREAKROOM
102OFFICE
103OFFICE
105OFFICE
104OFFICE
100WAITING ROOM
101RECEPTION
116NURSE STATION 1
115NURSE STATION 2
132ELEC. ROOM
NO
P
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>>>>>>>>>>
>
>
>>>>>>>>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
F.F.E. = 701.25'
699
701
7
0
1
700
69
8
6
9
9
6
9
8
699
700
700
699
7
0
1
701
702 701
SEE DETAIL "A"
SEE DETAIL "B"
701
70
0
700
-0.
7
%
-0
.
5
%
-1.
7
%
-0.5%
-
0
.
9
%
-0.8
%
-1
.
1
%
-1.
6
%
-
1
.
1
%
-1
.
5
%
-
0
.
8
%
-1
.
5
%
-1
.
7
%
-1
.
2
%
-1
.
7
%
-2.6%
-3.9%-0.8
%
-0.
8
%
-
4
.
6
%
-1
.
0
%
-1
.
7
%
-5
.
3
%
-1.
5
%
-
1
.
7
%
-1
.
0
%
-3.0%
-3.2%
-0.
9
%
-0.
9
%
-3.2%
-3.3%
-1.5%
-1
.
5
%
-0
.
5
%
-2
.
0
%
-1.2%
-2
.
4
%
-0
.
8
%
MATCH ELEVATIONS
PROPOSED ON COLDWELL
BANKER DRIVEWAY PLANS
MATCH ELEVATIONS
PROPOSED ON COLDWELL
BANKER DRIVEWAY PLANS
-0.5%
-0.
7
%
HIGH
POINT
-1.6%
0.
5
4
%
0.
9
9
%
0.
5
0
%
0.50%
0.50%
-2.0%
701
700
CONTRACTOR TO ADJUST
TOP OF MANHOLE TO
MATCH FINISH GRADE
-3
.
8
%
-2
.
5
%
-8.3%
69
9
69
9
700
701
70
0
-3.5
%
-2
.
0
%
-0.6
%
-
1
.
4
%
-1
.
9
%
-21
.
9
%
0.55%0.55%
-
1
.
7
%
-1
.
9
%
-3
.
2
%
-0.
6
%
TC 699.98
G 699.48
TC 699.51
G 699.01
TC 699.51
G 699.01
TC 699.70
G 699.20
TC 700.48
G 699.98
TC 700.59
G 700.09
TC 701.55
G 701.05
TC 701.30
G 700.80TC 701.18
G 700.68
TC 701.14
G 700.64
TC 701.11
G 700.61
TC 701.20
G 700.70
TC 701.11
G 700.61
TC 699.83
G 699.33
TC 700.64
G 700.14
TC 700.53
G 700.03
TC 701.88
G 701.38
TC 702.13
G 701.63
TC 702.13
G 701.63
TC 702.03
G 701.53
TC 702.03
G 701.53
TC 702.13
G 701.63
TC 702.22
G 701.72
TC 701.66
G 701.16
TC 701.69
G 701.19
TC 701.78
G 701.28
TC 701.57
G 701.07
TC 701.35
G 700.85
TC 701.47
G 700.97
TC 701.66
G 701.16
TC 701.77
G 701.27
TC 701.85
G 701.35
TC 701.96
G 701.46
TC 702.04
G 701.54
TC 702.50
G 702.00
TC 701.94
G 701.44
TC 701.90
G 701.40
TC 701.16
G 700.66
TC 701.22
G 700.72
TC 701.40
G 700.90
TC 701.58
G 701.08
TC 701.41
G 700.91
TC 701.24
G 700.74
TC 701.00
G 700.50
PS 701.07
PS 700.98PS 700.93
PS 701.04
PS 700.19
PS 699.65
PS 699.62
PS 699.55
PS 699.52
PS 699.80
PS 700.01 PS 699.57 PS 698.95
PS 700.59PS 701.18
EX 701.51 EX 701.51 TC 700.23
G 699.73
TC 701.35
G 700.85
TC 701.34
G 700.84
TC 701.25
G 700.75
TC 700.99
G 700.49
TC 700.86
G 700.36
PS 699.37
TC 701.12
G 700.62
PS 701.23
PS 701.23
PS 701.23
PS 701.23
PS 699.97
PS 700.59
PS 701.12
PS 700.83
PS 699.81
PS 699.38
TC 699.90
G 699.40
TC 699.88
G 699.38
TC 700.09
G 699.59
PS 700.09
PS 700.10
EX 698.00
PS 700.80
PS 701.11
PS 701.01
EX 701.10EX 700.93EX 698.94
EX 698.57EX 698.42
EX 698.81
PS 700.46
EX 700.40
EX 700.84
BW 698.22
BW 698.21
BW 698.34
BW 698.33
BW 700.54
BW 698.00
BW 699.85
BW 699.21
TW 700.18
TW 701.71
TW 701.10
TW 700.82
TW 698.56
TW 700.47
TW 699.80
TW 698.66
PS 698.00
PS 698.00
EX 697.39
EX 697.50
EX 697.78
EX 697.88
EX 697.89
EX 697.88
EX 701.00
EX 698.15
EX 697.75
PS 700.04
TC 700.37
G 699.87
KEY NOTES
25' WIDE DRAINAGE EASEMENT
(DOC. # 202099037004 O.P.R.)
16' WATER EASEMENT
(DOC. # 202099037003 O.P.R.)2
CROSS ACCESS EASEMENT
(DOC# 202099002644 O.P.R.)3
4
30' WATER EASEMENT
(VOL. 1685 PG. 731 O.P.R.)5
16' SANITARY SEWER EASEMENT
(DOC. # 201899023162 O.P.R.)
7 16' SANITARY SEWER EASEMENT
(VOL. 7 PG. 687 O.P.R.)
1
9
8
16' SANITARY SEWER EASEMENT
(DOC. # 201899023163 O.P.R.)
30' WATER EASEMENT
(VOL. 1685 PG. 145 O.P.R.)
6
10
50' TEMPORARY
CONSTRUCTION EASEMENT
(VOL. 1685 PG. 145 O.P.R.)
11
12
13
16' SANITARY SEWER EASEMENT
(AS PER APPROVED BLACKBURN
SUBDIVISION PLAT)14
15
16
CROSS ACCESS EASEMENT
(DOC. # 202099002644 O.P.R.)
30' WATER EASEMENT
(VOL. 1685 PG. 753 O.P.R.)
50' TEMPORARY
CONSTRUCTION EASEMENT
(VOL. 1685 PG. 753 O.P.R.)
50' TEMPORARY
CONSTRUCTION EASEMENT
(VOL. 1685 PG. 731 O.P.R.)
CROSS ACCESS EASEMENT
(AS PER APPROVED BLACKBURN
SUBDIVISION PLAT)
1' NON-ACCESS EASEMENT
(AS PER APPROVED BLACKBURN
SUBDIVISION PLAT)
17 16' WATER EASEMENT(AS PER APPROVED BLACKBURN
SUBDIVISION PLAT)
RE
F
.
102
OFFICE
103
OFFICE
105
OFFICE
104
OFFICE
NO
P
A
R
K
I
N
G
TC 701.49
G 700.99
TC 700.70
G 700.20
TC 700.92
G 700.42
TC 701.02
G 700.52
TC 701.20
G 700.70
TC 701.19
G 700.69
TC 701.20
G 700.70
PS 700.54
PS 700.61
PS 700.67
PS 700.67PS 700.73
PS 700.73
PS 701.23
PS 701.20
PS 700.73
PS 700.61
PS 701.03
PS 701.15
PS 701.14
PS 700.99
PS 700.37
PS 700.34
PS 700.47
PS 700.45
-1.2%
-1
.
4
%
-2.
2
%
-1.
4
%
-3.3%
-3.3%
-
1
.
5
%
-
1
.
9
%
-1.2%
-0
.
7
%
-0
.
5
%
-8.2%
PS
7
0
1
.
2
3
PS 701.23
-8
.
3
%
FD
A401
A
123
MED. STORAGE
122
IT ROOM
121
FIRE SPRINKLER
ROOM
120
BIO ROOM
119
JANITOR STORAGE
118
PATIENT RR EXAM ROOM 9
132
ELEC. ROOM
TC 701.20
G 700.70
TC 701.22
G 700.72
PS 701.17
PS 701.13
PS 700.70
PS 700.70
PS 700.75
PS 700.91
PS 700.70
PS 700.70
TC 701.20
G 700.70
TC 701.62
G 701.12
TC 701.67
G 701.17
TC 701.40
G 700.90
TC 701.48
G 700.98
PS 701.13
-0
.
6
%
-0
.
8
%
-0.
7
%
-
0
.
8
%
PS 701.00
PS 701.20
-2
.
6
%
-2
.
9
%
-0
.
5
%
-1.6%
-1.6%
-0.8%
TC 701.47
G 700.97
HIGH
POINT
PS 701.23
PS 701.23
PS 701.23
-0
.
4
%
-4.0
%
0'
SCALE : 1''=30'
30'
60'
90'
LEGAL DESCRIPTION
A 1.69 ACRE LOT 2, BLOCK 1 OF APPROVED BUT UNRECORDED BLACKBURN
SUBDIVISION PLAT IN SCHERTZ, GUADALUPE COUNTY, TEXAS. SAID LOT 2
BEING COMPRISED OF A 1.00 ACRE TRACT AS RECORDED IN VOL. 4272, PG.
799 AND A PORTION OF A 1.004 ACRE TRACT RECORDED IN VOL. 4152, PG
718 OF THE DEED RECORDS OF GUADALUPE COUNTY, TEXAS,
COORDINATION NOTE:
1.CONTACT SPECTRUM TO COORDINATE CABLE TV SERVICE.
1-866-368-4374.
2.CONFIRM REQUIREMENTS AND COORDINATE WITH GVEC FOR
INSPECTIONS AND CONDUIT SIZES FOR PRIMARY AND ELECTRICAL
SERVICES. 1-830-386-4415.
3.CONTACT AT&T TO COORDINATE TELEPHONE SERVICE. 1-800-449-7928.
4.CONTRACTOR TO COORDINATE WITH CENTERPOINT TO PLAN GAS
SERVICES. (830)-643-6938.
5.CONTRACTOR TO COORDINATE WITH CITY OF SCHERTZ PUBLIC WORKS
DEPARTMENT TO PLAN SANITARY SEWER AND WATER SERVICES.
(210)-619-1800.
6.CONTRACTOR SHALL CONTACT 1-800-DIG-TESS A MINIMUM OF 48 HOURS
PRIOR TO THE START OF CONSTRUCTION.
BENCHMARKS
BM1: SET PK NAIL WITH WASHER IN CURB AT ELEVATION = 701.18' SET BY
KFW SURVEYING.
BM2: SET PK NAIL WITH WASHER IN ASPHALT AT ELEVATION = 702.94' SET
BY KFW SURVEYING.
LOCATION MAP
NOT TO SCALE
SITE R
O
Y
R
I
C
H
A
R
D
D
R
.
ELBE
L
R
D
.
BORG
F
E
L
D
R
D
.
FM 78
JOB NO.:
DRAWN:
SHEET NUMBER:
DATE:
CHECKED:
THIS DOCUMENT HAS BEEN PRODUCED FROM MATERIAL THAT WAS STORED AND/OR TRANSMITTED ELECTRONICALLY AND MAY HAVE BEEN INADVERTENTLY ALTERED. RELY ONLY ON FINAL HARDCOPY MATERIALS BEARING THE CONSULTANT'S ORIGINAL SIGNATURE AND SEAL.
34
2
1
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NO
.
933-01-01
JUNE 2022
H.M E.W.
H
E
A
L
T
H
T
E
X
A
S
S
C
H
E
R
T
Z
,
T
X
.
C
L
I
N
I
C
6
5
0
F
M
3
0
0
9
R
O
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R
I
C
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A
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D
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.
,
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R
T
Z
,
T
X
.
7
8
1
5
4
PROPERTY LINE
EXISTING CURB
EXISTING FIRE HYDRANT
SITE BENCHMARK
SEE DESCRIPTION THIS SHEET
LEGEND
EXISTING CONCRETE
ADJACENT PROPERTY LINE
CAUTION!!: THE CONTRACTOR SHALL BE REQUIRED TO LOCATE ALL PUBLIC OR
PRIVATE UTILITIES INCLUDING BUT NOT LIMITED TO: WATER, SEWER, TELEPHONE
AND FIBER OPTIC LINES, SITE LIGHTING ELECTRIC, SECONDARY ELECTRIC,
PRIMARY ELECTRICAL DUCTBANKS, LANDSCAPE IRRIGATION FACILITIES, AND
GAS LINES. ANY UTILITY CONFLICTS THAT ARISE SHOULD BE COMMUNICATED
TO THE ENGINEER IMMEDIATELY AND PRIOR TO CONSTRUCTION.THE CONTRACTOR
SHALL CONTACT 1-800-DIG-TESS A MINIMUM OF 48 HOURS PRIOR TO THE START OF
CONSTRUCTION. ANY DAMAGE TO EXISTING UTILITIES SHALL BE THE SOLE
RESPONSIBILITY OF THE CONTRACTOR AND THE REPAIR SHALL BE AT CONTRACTOR'S
SOLE EXPENSE WHETHER THE UTILITY IS SHOWN ON THESE PLANS OR NOT.
EXISTING SIGN
GR
A
D
I
N
G
P
L
A
N
C6.0
EXISTING TREES
EXISTING SANITARY
SEWER MANHOLE SS
PROPOSED CURB
PROPOSED RIBBON CURB
PROPOSED CONCRETE
PROPOSED FINISH
FLOOR ELEVATION
PROPOSED CONTOURS
PROPOSED HIGH POINT
600
HIGH
POINT
F.F.E. = XXX.XX
TC XX.XX
G XX.XX
PROPOSED SPOT GRADE
(TOP OF CURB AND GUTTER)
PS XX.XXPROPOSED SPOT GRADE
TW XX.XX
BW XX.XX
PROPOSED SPOT GRADE
(TOP AND BOTTOM OF WALL)
TRENCH EXCAVATION SAFETY PROTECTION
CONTRACTOR AND/ OR CONTRACTOR'S INDEPENDENTLY RETAINED EMPLOYEE
OR STRUCTURAL DESIGN/GEOTECHNICAL/SAFETY/EQUIPMENT CONSULTANT,
IF ANY, SHALL REVIEW THESE PLANS AND ANY AVAILABLE GEOTECHNICAL
INFORMATION AND THE ANTICIPATED INSTALLATION SITES WITHIN THE PROJECT
WORK AREA IN ORDER TO IMPLEMENT CONTRACTOR'S TRENCH EXCAVATION
SAFETY PROTECTION SYSTEMS, PROGRAMS AND/OR PROCEDURES FOR
THE PROJECT DESCRIBED IN THE CONTRACT DOCUMENTS. THE CONTRACTOR'S
IMPLEMENTATION OF THESE SYSTEMS, PROGRAMS AND/OR PROCEDURES SHALL
PROVIDE FOR ADEQUATE TRENCH EXCAVATION SAFETY PROTECTION THAT
COMPLY WITH AS A MINIMUM, OSHA STANDARDS FOR TRENCH EXCAVATIONS.
SPECIFICALLY, CONTRACTOR AND/OR CONTRACTOR'S INDEPENDENTLY RETAINED
EMPLOYEE OR SAFETY CONSULTANT SHALL IMPLEMENT A TRENCH SAFETY
PROGRAM IN ACCORDANCE WITH OSHA STANDARDS GOVERNING THE PRESENCE
AND ACTIVITIES OF INDIVIDUALS WORKING IN AND AROUND TRENCH EXCAVATION.
GRADING NOTES:
1.ALL GRADES AND CONTOURS SHOWN ARE FINAL, TOP OF FINISHED SURFACE ELEVATIONS UNLESS
OTHERWISE NOTED. CONTRACTOR SHALL SUBTRACT THICKNESS OF PAVEMENT, BASE, TOP SOIL,
SOD, ETC. TO ACHIEVE SUBGRADE ELEVATION.
2.POSITIVE DRAINAGE SHALL BE MAINTAINED ON ALL SURFACE AREAS WITHIN THE SCOPE OF THIS
PROJECT DRAINAGE SHALL BE DIRECTED AWAY FROM ALL BUILDING FOUNDATIONS. CONTRACTOR
SHOULD TAKE PRECAUTIONS NOT TO ALLOW ANY PONDING OF WATER.
3.NO ABRUPT CHANGE OF GRADE SHALL OCCUR IN THE ROADWAYS, PARKING AREAS, OR SIDEWALKS.
4.CONTRACTOR SHALL CONSTRUCT TO OBTAIN GRADES SHOWN HEREON ± ONE-TENTH (0.10) FOOT.
5.ALL DISTURBED AREAS SHALL BE REVEGETATED IN ACCORDANCE WITH PROJECT SPECIFICATIONS
AND LANDSCAPING PLANS.
6.UTILITIES SHOWN ON THE PLANS ARE FROM THE BEST INFORMATION SOURCES AVAILABLE AT THE
TIME OF DESIGN BUT MAY NOT REPRESENT ALL EXISTING UTILITIES ON SITE. THE CONTRACTOR WILL
BE RESPONSIBLE FOR DETERMINING THE EXACT LOCATION OF ALL UTILITIES AND DRAINAGE
STRUCTURES WHETHER SHOWN ON THE PLANS OR NOT. THE CONTRACTOR SHALL UNCOVER
EXISTING UTILITIES PRIOR TO CONSTRUCTION TO VERIFY SIZE, GRADE, AND LOCATION. THE
CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY OF ANY DEVIATIONS FROM PLANS PRIOR
TO BEGINNING CONSTRUCTION. ANY DAMAGE TO EXISTING UTILITIES, WHETHER SHOWN ON THE
PLANS OR NOT, SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO REPAIR, AT HIS EXPENSE.
7.ALL MATERIALS AND CONSTRUCTION PROCEDURES WITHIN THE SCOPE OF THIS CONTRACT WHERE
NOT SPECIFICALLY COVERED IN THE PROJECT SPECIFICATIONS SHALL CONFORM TO ALL APPLICABLE
BEXAR COUNTY PUBLIC WORKS STANDARD SPECIFICATIONS, CITY OF SAN ANTONIO STANDARD
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (LATEST EDITION) AND CPS ELECTRIC SERVICE
STANDARDS (LATEST EDITION).
8.CONTRACTOR SHALL BE RESPONSIBLE FOR RESTORING TO ORIGINAL OR BETTER CONDITION ANY
DAMAGES DONE TO EXISTING BUILDINGS, UTILITIES, FENCES, PAVEMENT, CURBS, SIDEWALKS, OR
DRIVEWAYS (NO SEPARATE PAY ITEM).
GRADING NOTES:
9. DUE TO FEDERAL REGULATION TITLE 49, PART 192.181, CPS MUST MAINTAIN ACCESS TO GAS
VALVES AT ALL TIMES. THE CONTRACTOR MUST PROTECT AND WORK AROUND ANY GAS VALVES
THAT ARE IN THE PROJECT AREA.
10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WITH ALL NECESSARY UTILITY
COMPANIES FOR PROVIDING TEMPORARY UTILITY SERVICES DURING CONSTRUCTION. THE
CONTRACTOR SHALL PAY FOR ALL TEMPORARY UTILITY SERVICES.
11. CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY QUESTIONS THAT MAY ARISE
CONCERNING THE INTENT, PLACEMENT, OR LIMITS OF DIMENSIONS OR GRADES NECESSARY FOR
CONSTRUCTION OF THIS PROJECT.
12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ACQUIRING ALL PERMITS, TESTS, APPROVALS, AND
ACCEPTANCES REQUIRED TO COMPLETE CONSTRUCTION OF THIS PROJECT.
13. ALL EXCAVATION IS UNCLASSIFIED.
14. ALL EXCAVATIONS AND BACKFILLING OF UTILITY TRENCHES SHALL BE AS PER CONTRACT
SPECIFICATIONS NO. 02221 -- EARTHWORK. ALL BACKFILL MUST BE IN COMPACTED 12 - INCH LIFTS
MAXIMUM, AND NO WATER JETTING IS ALLOWED.
15. ALL CURBS ARE 6 INCH UNLESS OTHERWISE SPECIFIED.
16. SEE CIVIL DETAIL SHEETS FOR APPLICABLE DETAILS.
17. ALL CONSTRUCTION AREAS WITHIN THE SITE SHALL BE STRIPPED OF ALL VEGETATION AND LOOSE
TOPSOIL. ANY POCKETS OF DEBRIS ENCOUNTERED SHOULD ALSO BE REMOVED.
18. CONTRACTOR AND/OR CONTRACTOR'S INDEPENDENTLY RETAINED EMPLOYEE OR STRUCTURAL
DESIGN/SAFETY/EQUIPMENT CONSULTANT, IF ANY, SHALL REVIEW THESE PLANS AND ANY
AVAILABLE GEOTECHNICAL INFORMATION AND THE ANTICIPATED INSTALLATION SITE(S) WITHIN THE
PROJECT WORK AREA IN ORDER TO DEVELOP THE CONTRACTOR'S PLANS TO IMPLEMENT THE
PROJECT DESCRIBED IN THE CONTRACT DOCUMENTS. THE CONTRACTOR'S PLANS SHALL PROVIDE
FOR ADEQUATE TRENCH SAFETY SYSTEMS THAT COMPLY WITH, AS A MINIMUM, OSHA STANDARDS
FOR TRENCH EXCAVATIONS. SPECIFICALLY, CONTRACTOR AND/OR CONTRACTORS INDEPENDENTLY
RETAINED EMPLOYEE OR SAFETY CONSULTANT SHALL DEVELOP AND IMPLEMENT A TRENCH
SAFETY PROGRAM IN ACCORDANCE WITH OSHA STANDARDS GOVERNING THE PRESENCE AND
ACTIVITIES OF INDIVIDUALS WORKING IN AND AROUND TRENCH EXCAVATION.
GRADING NOTES:
19. REFER TO PROJECT SPECIFICATIONS FOR ADDITIONAL SPECIFICATIONS AND CONTRACT
INFORMATION.
20. REFER TO GEOTECHNICAL REPORT FOR SUBSURFACE INFORMATION AND CONSTRUCTION
GUIDELINES. SELECTED CONTRACTOR TO HAVE EXPERIENCE DEALING WITH MARL
SUBGRADES.
21. ALL EARTHEN SLOPES SHALL BE A MAXIMUM OF 3:1 AND A MINIMUM OF 2% UNLESS
OTHERWISE SHOWN.
22. TREE PROTECTION SHALL BE PERFORMED IN ACCORDANCE WITH LANDSCAPE PLANS AND
SPECIFICATIONS.
23. MAXIMUM SLOPE ON HANDICAP ACCESSIBLE PARKING SPACES IS 2% IN ANY DIRECTION.
CROSS SLOPES ON SIDEWALKS AND FLATWORK AROUND BUILDINGS SHALL NOT EXCEED 2%.
SLOPE ALONG THE LENGTH OF SIDEWALKS SHALL NOT EXCEED 5%.
24. ALL DISTURBED AREAS SHALL BE REVEGETATED TO A MINIMUM OF 85%. EROSION AND
SEDIMENTATION FROM BUILDABLE LOTS SHOULD BE PREVENTED THROUGH THE USE OF SILT
FENCE, CONTROL MATTING, OR OTHER BMP AS APPROPRIATE.
LIMITS OF CONSTRUCTION
MATCH EXISTING
ELEVATIONS
DETAIL "A"
1" = 10'
DETAIL "B"
1" = 10'
PROPOSED SWALE
EX XX.XXEXISTING SPOT GRADE
10/13/2022 12:59:58 PM
Ap Certified By:
Samuel Haas, Planner
Planning and Community Development
11/09/2022 4:02:47 PM
Ap Approved By:
Samuel Haas, Planner
Planning & Community Development
5231
F.M.3009
F.N.ROY RICHARD DRIVE
(120' R.O.W.)
1.00 ACRE TRACT
JERRY AND LENORE MERGELE
(DOC# 2015016989 O.P.R.)TRACT 1
1.690 ACRE TRACT
(73,629 SQ. FT.)
1.38 ACRE TRACT
HARPER 2006 FAMILY PARTNERSHIP LTD.
(DOC# 202099002645 O.P.R.)
FIR
FIRFIR
FIR
FIR
CURB CURB
SIR
SIRN30° 24' 08"W
39.34'
86.10'127.00'
87.75'127.00'
SS
SS SS SS
GUTTER
12
15
217
3
1
4
6
9
13
7
11
5
8
10
14
LOT 1
BLOCK 1
MERRITT LAKESIDE SUBDIVISION
(VOL.7 PG. 687 D.P.R.)
DDC ASHTON LTD
(VOL. 2981 PG 93 O.P.R.)
61.222 ACRE T RACT
MIGUEL DONOVAN GUITIERREZ &
ADRIENNE CHRISTINE GUITIERREZ
(DOC# 2017023900 O.P.R.)
LOT 2
BLOCK 1
AS PER APPROVED
(BLACKBURN SUBDIVISION PLAT)
ZONE X FEMA LINE
ZONE X FEMA LINE
BM 2
BM 1
16
N30° 24' 08"W 214.75'
N5
9
°
3
8
'
3
2
"
E
3
4
4
.
0
5
'
S30° 28' 22"E 213.10'
N30° 28' 22"W
126.43'
N30° 24' 08"W 126.43'N30° 24' 08"W
126.43'
S5
9
°
2
2
'
0
3
"
W
3
4
4
.
3
1
'
FD
REF
.
REF.
A401A
131EXAM ROOM 1
130EXAM ROOM 2129EXAM ROOM 3128EXAM ROOM 4127EXAM ROOM 5126EXAM ROOM 6125EXAM ROOM 7124EXAM ROOM 8
123MED. STORAGE
122IT ROOM
121
FIRE SPRINKLERROOM
120BIO ROOM
119JANITOR STORAGE 118PATIENT RR 117EXAM ROOM 9
106LAB ROOM 107UNISEX RR
108WEIGH IN ALCOVE 109GM ROOM 110EXAM ROOM 10 111EXAM ROOM 111 112PROCEDURE
114EMP. UNISEX
113BREAKROOM
102OFFICE
103OFFICE
105OFFICE
104OFFICE
100WAITING ROOM
101RECEPTION
116NURSE STATION 1
115NURSE STATION 2
132ELEC. ROOM
KEY NOTES
25' WIDE DRAINAGE EASEMENT
(DOC. # 202099037004 O.P.R.)
16' WATER EASEMENT
(DOC. # 202099037003 O.P.R.)2
CROSS ACCESS EASEMENT
(DOC# 202099002644 O.P.R.)3
4
30' WATER EASEMENT
(VOL. 1685 PG. 731 O.P.R.)5
16' SANITARY SEWER EASEMENT
(DOC. # 201899023162 O.P.R.)
7 16' SANITARY SEWER EASEMENT
(VOL. 7 PG. 687 O.P.R.)
1
9
8
16' SANITARY SEWER EASEMENT
(DOC. # 201899023163 O.P.R.)
30' WATER EASEMENT
(VOL. 1685 PG. 145 O.P.R.)
6
10 50' TEMPORARY
CONSTRUCTION EASEMENT
(VOL. 1685 PG. 145 O.P.R.)
11
12
13
16' SANITARY SEWER EASEMENT
(AS PER APPROVED BLACKBURN
SUBDIVISION PLAT)14
15
16
CROSS ACCESS EASEMENT
(DOC. # 202099002644 O.P.R.)
30' WATER EASEMENT
(VOL. 1685 PG. 753 O.P.R.)
50' TEMPORARY
CONSTRUCTION EASEMENT
(VOL. 1685 PG. 753 O.P.R.)
50' TEMPORARY
CONSTRUCTION EASEMENT
(VOL. 1685 PG. 731 O.P.R.)
CROSS ACCESS EASEMENT(AS PER APPROVED BLACKBURN
SUBDIVISION PLAT)
1' NON-ACCESS EASEMENT
(AS PER APPROVED BLACKBURN
SUBDIVISION PLAT)
17
16' WATER EASEMENT
(AS PER APPROVED BLACKBURN
SUBDIVISION PLAT)
0'
SCALE : 1''=30'
30'
60'
90'
LEGAL DESCRIPTION
A 1.69 ACRE LOT 2, BLOCK 1 OF APPROVED BUT UNRECORDED BLACKBURN
SUBDIVISION PLAT IN SCHERTZ, GUADALUPE COUNTY, TEXAS. SAID LOT 2
BEING COMPRISED OF A 1.00 ACRE TRACT AS RECORDED IN VOL. 4272, PG.
799 AND A PORTION OF A 1.004 ACRE TRACT RECORDED IN VOL. 4152, PG
718 OF THE DEED RECORDS OF GUADALUPE COUNTY, TEXAS,
COORDINATION NOTE:
1.CONTACT SPECTRUM TO COORDINATE CABLE TV SERVICE.
1-866-368-4374.
2.CONFIRM REQUIREMENTS AND COORDINATE WITH GVEC FOR
INSPECTIONS AND CONDUIT SIZES FOR PRIMARY AND ELECTRICAL
SERVICES. 1-830-386-4415.
3.CONTACT AT&T TO COORDINATE TELEPHONE SERVICE. 1-800-449-7928.
4.CONTRACTOR TO COORDINATE WITH CENTERPOINT TO PLAN GAS
SERVICES. (830)-643-6938.
5.CONTRACTOR TO COORDINATE WITH CITY OF SCHERTZ PUBLIC WORKS
DEPARTMENT TO PLAN SANITARY SEWER AND WATER SERVICES.
(210)-619-1800.
6.CONTRACTOR SHALL CONTACT 1-800-DIG-TESS A MINIMUM OF 48 HOURS
PRIOR TO THE START OF CONSTRUCTION.
BENCHMARKS
BM1: SET PK NAIL WITH WASHER IN CURB AT ELEVATION = 701.18' SET BY
KFW SURVEYING.
BM2: SET PK NAIL WITH WASHER IN ASPHALT AT ELEVATION = 702.94' SET
BY KFW SURVEYING.
LOCATION MAP
NOT TO SCALE
SITE R
O
Y
R
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H
A
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D
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ELBE
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BORG
F
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FM 78
JOB NO.:
DRAWN:
SHEET NUMBER:
DATE:
CHECKED:
THIS DOCUMENT HAS BEEN PRODUCED FROM MATERIAL THAT WAS STORED AND/OR TRANSMITTED ELECTRONICALLY AND MAY HAVE BEEN INADVERTENTLY ALTERED. RELY ONLY ON FINAL HARDCOPY MATERIALS BEARING THE CONSULTANT'S ORIGINAL SIGNATURE AND SEAL.
34
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933-01-01
JUNE 2022
H.M E.W.
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7
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4
PROPERTY LINE
EXISTING CURB
EXISTING FIRE HYDRANT
SITE BENCHMARK
SEE DESCRIPTION THIS SHEET
LEGEND
EXISTING CONCRETE
ADJACENT PROPERTY LINE
EXISTING SIGN
PA
V
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A
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C7.0
EXISTING TREES
EXISTING SANITARY
SEWER MANHOLE SS
PROPOSED CURB
PROPOSED RIBBON CURB
PROPOSED CONCRETE
HEAVY DUTY CONCRETE PAVEMENT DETAIL
(WITH MOISTURE CONDITIONED SUBGRADE)
SCALE: NOT-TO-SCALE
#3 BARS @ 18" O.C.E.W.CONCRETE SHOULD HAVE A MIN.
28 DAY DESIGN COMPRESSIVE
STRENGTH OF 4,000 PSI.
6"
6"
6" MINIMUM WITH MOISTURE
CONDITIONED SUBGRADE
(SEE GEOTECH FOR SPECS)
HEAVY DUTY CONCRETE PAVEMENT
REFERENCE GEOTECH REPORT
(FOR SUBGRADE PREP, REINFORCEMENT
OPTIONS, PAVEMENT JOINTS,
AND CONSTRUCTION SPECIFICATIONS.
REFER TO GEO-TECHNICAL REPORT
BY BURGE ENGINEERING & ASSOCIATES, INC.
PROJECT NO. 12-21-0199
LIMITS OF CONSTRUCTION
CAUTION!!: THE CONTRACTOR SHALL BE REQUIRED TO LOCATE ALL PUBLIC OR
PRIVATE UTILITIES INCLUDING BUT NOT LIMITED TO: WATER, SEWER, TELEPHONE
AND FIBER OPTIC LINES, SITE LIGHTING ELECTRIC, SECONDARY ELECTRIC,
PRIMARY ELECTRICAL DUCTBANKS, LANDSCAPE IRRIGATION FACILITIES, AND
GAS LINES. ANY UTILITY CONFLICTS THAT ARISE SHOULD BE COMMUNICATED
TO THE ENGINEER IMMEDIATELY AND PRIOR TO CONSTRUCTION.THE CONTRACTOR
SHALL CONTACT 1-800-DIG-TESS A MINIMUM OF 48 HOURS PRIOR TO THE START OF
CONSTRUCTION. ANY DAMAGE TO EXISTING UTILITIES SHALL BE THE SOLE
RESPONSIBILITY OF THE CONTRACTOR AND THE REPAIR SHALL BE AT CONTRACTOR'S
SOLE EXPENSE WHETHER THE UTILITY IS SHOWN ON THESE PLANS OR NOT.
TRENCH EXCAVATION SAFETY PROTECTION NOTE:
CONTRACTOR AND/ OR CONTRACTOR'S INDEPENDENTLY RETAINED EMPLOYEE OR
STRUCTURAL DESIGN / GEOTECHNICAL / SAFETY / EQUIPMENT CONSULTANT, IF ANY,
SHALL REVIEW THESE PLANS AND ANY AVAILABLE GEOTECHNICAL INFORMATION AND
THE ANTICIPATED INSTALLATION SITES WITHIN THE PROJECT WORK AREA IN ORDER
TO IMPLEMENT CONTRACTOR'S TRENCH EXCAVATION SAFETY PROTECTION SYSTEMS,
PROGRAMS AND/OR PROCEDURES FOR THE PROJECT DESCRIBED IN THE CONTRACT
DOCUMENTS. THE CONTRACTOR'S IMPLEMENTATION OF THESE SYSTEMS, PROGRAMS
AND/OR PROCEDURES SHALL PROVIDE FOR ADEQUATE TRENCH EXCAVATION SAFETY
PROTECTION THAT COMPLY WITH AS A MINIMUM, OSHA STANDARDS FOR TRENCH
EXCAVATIONS. SPECIFICALLY, CONTRACTOR AND/OR CONTRACTOR'S INDEPENDENTLY
RETAINED EMPLOYEE OR SAFETY CONSULTANT SHALL IMPLEMENT A TRENCH SAFETY
PROGRAM IN ACCORDANCE WITH OSHA STANDARDS GOVERNING THE PRESENCE AND
ACTIVITIES OF INDIVIDUALS WORKING IN AND AROUND TRENCH EXCAVATION.
10/13/2022 1:00:06 PM
Ap Certified By:
Samuel Haas, Planner
Planning and Community Development
11/09/2022 4:02:51 PM
Ap Approved By:
Samuel Haas, Planner
Planning & Community Development
JOB NO.:
DRAWN:
SHEET NUMBER:
DATE:
CHECKED:
THIS DOCUMENT HAS BEEN PRODUCED FROM MATERIAL THAT WAS STORED AND/OR TRANSMITTED ELECTRONICALLY AND MAY HAVE BEEN INADVERTENTLY ALTERED. RELY ONLY ON FINAL HARDCOPY MATERIALS BEARING THE CONSULTANT'S ORIGINAL SIGNATURE AND SEAL.
34
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JUNE 2022
H.M E.W.
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4
NOT-TO-SCALE1.
TYPICAL PARKING SPACES AND PARKING STRIPES
NOT-TO-SCALE2.
TYPICAL SIDEWALK DETAIL
NOT-TO-SCALE4.
HANDICAP PARKING SYMBOL DETAIL
NOT-TO-SCALE7.
WHEELSTOP DETAIL
NOT-TO-SCALE9.
2' CURB TRANSITION DETAIL
AS PER PLAN
1/4" /FT. SLOPE TO CURB
4"
20'10'
4" YELLOW STRIPE, TYP. (CONCRETE PAVEMENT)
4" WHITE STRIPE, TYP. (ASPHALT PAVEMENT)
FINISHED GRADE
2" GRAVEL, CRUSHED ROCK,
OR FLEXIBLE BASE CUSHION
6" X 6" W / D 2.9 X W / D 2.9 WELDED WIRE
FLAT SHEETS (ITEM 303) OR #3 BARS @ 18"
O.C. EACH WAY CENTERED IN SLAB
FINISHED GRADE
4" CLASS "A" CONCRETE
6"
6'-0"
2"
6"
2"5'-8"
"A"
"A"
7"
7"
FRONT VIEW
7"
7"
9"
2 3/4"2 3/4"
3"
4"
SECTION "A-A"
14" - #4 BAR
THROUGH
CENTERLINE
14" - #4 BAR
THROUGH
CENTERLINE 14" - #4 BAR
THROUGH
CENTERLINE
CLASS "A" STRUCTURAL CONCRETE
(3,000 P.S.I. IN 28 DAYS) TYPICAL TOP OF
PAVEMENT
TOP OF PAVEMENT
6"
2' TRANSITION
1"
PROPOSED PAVEMENT OR EARTH
AS LOCATION DICTATES
6" STD CURB
6"
TYP.
18"
TYP.
6" TYP.
6"
TYP.
18"
TYP.
6"
TYP.
SECTION VIEW
1.5'
5"
12" TOE DOWN
PROPOSED
PAVEMENT
PROPOSED TOP OF
SAW TOOTH CURB
3"
PROPOSED 5" CONCRETE RIP-RAP
WITH #4 BARS @ 12" O.C.E.W.
NOT-TO-SCALE6.
CROSS HATCH STRIPING DETAIL
4" YELLOW STRIPE, TYP. (CONCRETE PAVEMENT)
4" WHITE STRIPE, TYP. (ASPHALT PAVEMENT)
TYPICAL AT ALL STRIPED ISLANDS
4"
4"
2'
O.C.
45°
NOT-TO-SCALE10.
CONCRETE/ CONCRETE PAVEMENT JUNCTURE
EXISTING PAVEMENTPROPOSED PAVEMENT
EXISTING SUBGRADE
5.75"5.75"
1/2" OF EXPANSION MATERIAL
ELASTOMERIC SELF-LEVELING
SEALANT
#3 SMOOTH BAR 12" O.C., DRILL AND
GROUT INTO EXISTING CONCRETE
SUBGRADE COMPACTED
TO 95% DENSITY
NOT-TO-SCALE3.
MONOLITHIC 6" CURB DETAIL
NOTE: REFERENCE GEOTECH REPORT
FOR CONCRETE PAVEMENT
SPECIFICATIONS.
9"
3.5"
(REFERENCE GEOTECHNICAL REPORT
FOR SUBGRADE PREPARATION REQUIREMENTS)
2"
CLR
6"
SEE PAVING
PLAN FOR
THICKNESS
2"
REINFORCEMENT
PER GEOTECH REPORT.
SUBGRADE
COMPACTED
TO 95% DENSITY
MONOLITHIC
CONCRETE
CURB
CONT.
#4 BAR
SRUCTURAL CONCRETE
(SEE GEOTECH REPORT)
BACKFILL PER
PROJECT
SPECIFICATIONS
1/3 SLAB
THICKNESS OR 2"
R4"
1.00'
2.00'
4.00'
2 COATS OF
YELLOW TRAFFIC PAINT
4.00'
1'
4.00'
1'
1.00'
1.00'
.5'
2'
2 COATS OF
YELLOW TRAFFIC PAINT
2 COATS OF
YELLOW TRAFFIC PAINT
NOT-TO-SCALE15
TRAFFIC ARROW DETAIL
CI
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C8.0
NOTE:
SYMBOL SHALL BE PAINTED
IN CENTER OF PARKING STALL
WITH 4" YELLOW STRIPE, TYP. (CONCRETE PAVEMENT)
OR 4" WHITE STRIPE, TYP. (ASPHALT PAVEMENT)
R=2
'
4"
R=4"
10
"
4"
4"
NOT-TO-SCALE5.
HANDICAP SIGN DETAIL
RESERVED
VAN ACCESSIBLE
PARKING
5'
RESERVED
PARKING
VAN ACCESSIBLE
PRIMARY SIGN
NOTE: STATE P & GS COM. POLICY
REQUIRES 5'-0" MIN. FROM GROUND TO
CENTER LINE OF LOWEST SYMBOL.
1'
1'-
6
"
VAN
ACCESSIBLE
5'
W
H
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N
VA
N
A
C
C
E
S
S
I
B
L
E
1'
6"
6"
6"
SECONDARY SIGN
SIGN SYMBOL
HANDICAP PARKING SIGN. SIGN TO
READ "RESERVED PARKING" WITH
IDENTIFICATION SYMBOL AND "VAN
ACCESSIBLE" WHERE
APPLICABLE. CADMIUM PLATED
BOLTS, NUTS, AND WASHERS.
WHITE 6'-6" POST
MODEL 260-ADA
PAVING SURFACE
#101 NS-INSTALL USING
#165 ANCHOR KIT OR
#160/161 EPOXY KIT PER
MFG RECOMENDATIONS
HANDICAP SIGN BY
IMPACT RECOVERY
SYSTEMS,
800-736-5256,
WWW.IMPACTRECOVERY.COM
*VAN ACCESSIBLE
SIGN ONLY TO BE PLACED ON STALLS DESIGNATED
AS VAN ON THE OVERALL SITE PLAN.
NOT-TO-SCALE8.
RIBBON CURB DETAIL
BASE MATERIAL
6"
CONCRETE PAVEMENT
#4 BAR
18
"
FINISHED GRADE
MAX
.
1
:
1
2
SLO
P
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O
N
FLA
N
G
E
S
3' MIN.
(WIDTH
MAY VARY)
MATCH ADJOINING SIDEWALK
M
A
X
.
1
:
1
2
S
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G
E
S
CURB RAMP NOTES:
1.CURB RAMP TO COMPLY WITH ALL ADA/TAS CODES.
2.ALL CURB RAMP SURFACES SHALL BE BROOM FINISHED.
3.FULL WIDTH AND DEPTH OF RAMP SHALL HAVE A LIGHT
VALUE AND TEXTURE THAT SIGNIFICANTLY CONTRASTS
WITH THAT OF ADJOINING PEDESTRIAN ROUTES. TEXTURE
AND COLOR CONTRAST SHOULD EXTEND ONLY ACROSS
THE SURFACE OF THE RAMP AND NOT EXTEND INTO THE
FLARES.
4.PROVIDE DRY SHAKE, TERRA COTE COLOR, CONCRETE FOR
CONTRASTING COLOR AND SEE SECTION BELOW FOR
ACCEPTABLE TEXTURE (VERIFY COLOR WITH OWNER).
RAMP SURFACE SHALL
BE BRUSH FINISHED CROSS SLOPE ON LANDING
MUST NOT EXCEED 1:50 SLOPE.
PER PLAN PER PLAN
AS PER
DIMENSIONAL
CONTROL
2%
M
A
X
.
2%
M
A
X
.
AS
P
E
R
DI
M
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N
S
I
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N
A
L
CO
N
T
R
O
L
RIBBON CURB CURB
TRANSITION
CURB
TRANSITION
1:12 MAXIMUM 1:12 MAXIMUM
RAMP SURFACE SHALL
BE BRUSH FINISHED
NOT-TO-SCALE11.
SIDEWALK RAMP DETAIL
RIBBON CURB CURB
TRANSITION
CURB
TRANSITION
1:
1
2
M
A
X
I
M
U
M
ADJOINING SIDEWALK
MAX
1:50 CROSS SLOPE
NOT-TO-SCALE12.
BIKE RACK DETAIL (DERO BIKE RACKS)
NOTE:
1. REFERENCE GUIDE SPECIFICATIONS
FOR THE DERO HOOP BIKE RACK
FOR DETAILS.
2. BIKE RACKS SHALL BE PROVIDED BY
THE TENANT.
24"
35
"
6"
SPACE USE AND SETBACKS NOTE:
1.FOR RACKS SET PARALLEL TO A WALL:
MINIMUM: 24" RECOMMENDED: 36"
2.FOR RACKS SET PERPENDICULAR TO A WALL:
MINIMUM: 28" RECOMMENDED: 42"
3. DISTANCE BETWEEN RACKS:
MINIMUM: 24" RECOMMENDED: 36"
4. STREET SETBACKS:
MINIMUM: 24" RECOMMENDED: 36"
1.5" SCHEDULE
40 PIPE (1.9" OD)
NOT-TO-SCALE13.
SIDEWALK / SIDEWALK JUNCTURE DETAIL
5.75"5.75"
#3 SMOOTH BAR 24"
O.C., MIN. 4 BARS, DRILL
AND GROUT INTO
EXISTING SIDEWALK
GRAVEL CUSHION EXISTING BASE
AS PER PLAN
EXISTING SIDEWALKPROPOSED SIDEWALK
4" YELLOW STRIPE, TYP.
(CONCRETE PAVEMENT)
4" WHITE STRIPE, TYP.
(ASPHALT PAVEMENT)
2'
TY
P
.
5'
TYP.
NOT-TO-SCALE14.
CROSSWALK DETAIL
4" YELLOW STRIPE, TYP. (CONCRETE PAVEMENT)
4" WHITE STRIPE, TYP. (ASPHALT PAVEMENT)
TYPICAL AT ALL STRIPED ISLANDS
4"
4"
2'
O.
C
.
NOT-TO-SCALE16.
HANDICAP CROSS HATCH STRIPING & TEXT DETAIL
SEE TEXT SPECS
NO PARKING
45°
NOT-TO-SCALE17.
SAWTOOTH CURB
18
"
MA
X
11/09/2022 4:02:55 PM
Ap Approved By:
Samuel Haas, Planner
Planning & Community Development
JOB NO.:
DRAWN:
SHEET NUMBER:
DATE:
CHECKED:
THIS DOCUMENT HAS BEEN PRODUCED FROM MATERIAL THAT WAS STORED AND/OR TRANSMITTED ELECTRONICALLY AND MAY HAVE BEEN INADVERTENTLY ALTERED. RELY ONLY ON FINAL HARDCOPY MATERIALS BEARING THE CONSULTANT'S ORIGINAL SIGNATURE AND SEAL.
34
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933-01-01
JUNE 2022
H.M E.W.
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TX
D
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C8.1
“TxDOT CONSTRUCTION GENERAL NOTES”
1. "The design and construction will provide for preserving all existing features in or near the State Right Of Way being affected
by the widening. This includes but is not limited to, existing driveway gate set-backs, relocation of electronic private property
gates, mailbox turnouts, mail boxes and supports, cattle guards, roadway signing, existing rip-rap or other permanent erosion
control features, diversionary berms, swales, ditches, amount and configuration of driveway flares and driveway centerline
profile, metal beam guard fence and end treatments, etc. Existing driveway culverts and safety end treatments if effected by
roadway widening will be reconstructed to preserve existing front slope rates. The coordination of items that effect existing
private property access, mail delivery, etc. is the responsibility of the developer. The written concurrence of any effected
property owners for construction effecting their driveways or mailbox turnouts must be obtained and provided TxDOT prior to
TxDOT driveway permits being issued."
2. "For work in State Right Of Way, the developer is responsible for coordination of, obtaining permits for, and complying with
any and all state and federal regulatory agencies and all applicable laws, rules and regulations pertaining to the regulation of
drainage, preservation of cultural resources, natural resources and the environment. The developer is responsible for
determining if the project is in an environmentally sensitive area such as within the recharge or contributing zone of protected
aquifers, and act in accordance with all resource agency regulations.”
If TxDOT has a CZP or WPAP on file with TCEQ, the developer is responsible for amending TxDOT's permit, obtaining TCEQ
approval and providing TxDOT with the approved amended permit. The amended permit will address the relocation of any
TxDOT permanent BMP's including vegetative filter strips that may be impacted by work done within TxDOT ROW. “
If TxDOT does not have a CZP or WPAP on file with TCEQ, any permanent BMP's including vegetative filter strips, that may
be required in order to treat additional impervious cover placed in TxDOT ROW will be located in private property and the
developer will provide TxDOT with evidence of TCEQ approval of the additional impervious cover.”
The developer may not operate under resource agency environmental clearance of a previous or ongoing TxDOT project, but will
be required to obtain separate resource/environmental agency clearance."
3. "If waste areas or material source areas result from this project, the Contractor is reminded to follow the requirements of the
Texas Aggregate Quarry and Pit Safety Act. In addition, it is requested that these areas not be visible from any highway on the
State system."
3.5. “Any materials removed and not reused and determined to be salvageable shall be stored within the project limits at an
approved location or delivered undamaged to the storage yard as directed. Properly dispose unsalvageable materials in
accordance with local, state, and federal regulations. Deface traffic signs so that they will not reappear in public as signs.”
4. "Any trees existing within State Right Of Way are the natural resources of the State and will be protected. In the event that
trees must be removed, TxDOT written permission will be received in advance and will identify the specific trees by species,
diameter and location to be removed. The developer will be fined for any unpermitted removal of trees."
4.5. “In the event that there are areas of public ROW dedication resulting from the platting process, the area within the public
ROW dedication does not pass into TxDOT ownership as a result of platting. However, the developer will remove any old
fencing, gates and unsightly vegetation within the area of the ROW dedication, leaving it in an aesthetically pleasing condition.
The Area of ROW dedication will not be mowed or otherwise maintained by TxDOT. Prior to removal of trees in the area of
ROW dedication, the trees will first be evaluated in accordance with the requirements of local tree protection ordinances and the
written concurrence of the local jurisdiction will be provided to TxDOT.”
5. "The developer will maintain at the project site, and make available upon request, copies of all approved environmental plans
and permits relating to work in State Right Of Way."
6. “Prior to beginning grading activity the contractor will set and maintain roadway stationing, control points, marks, stakes to
establish lines, slopes, grades and centerlines.”
7. "Any slopes in State Right Of Way which become steeper than 3:1 as a result of the work will be treated with 4" thick
reinforced concrete riprap and be treated with metal beam guard fence. This may entail additional rip-rap beyond that shown in
the plans."
7.5. “Unless otherwise shown on the plans, where existing concrete rip-rap is removed, modified or extended, the portion to be
removed will be neatly saw-cut prior to removal and the new rip-rap will be formed to match the existing lines and grades of the
existing rip-rap and will be doweled into the existing rip-rap with #3 bars on 12” centers. The dowel bars will be epoxied in
place with epoxy meeting TxDOT requirements. The minimum embedment length is 9 inches. This applies to any type of
concrete rip-rap including metal beam guard fence or cable barrier mow strips. ”
8. "Duane Hofferichter (830) 609-0707 New Braunfels, Travis Young (830) 303-0130 Seguin, Chad Lux (830) 816-2430 Boerne,
Mark Andrews (830) 393-3144 Floresville, TxDOT Maintenance office will be contacted by the contractor 48 hours prior to
work occurring in State Right Of Way."
9. "State Right Of Way will not be used as an area for contractor parking or for staging the receipt of materials or equipment."
10. "Traffic control and construction barricades will meet the requirements of the Texas MUTCD."
11. “The contractor will provide advance notification to the engineer of impending/upcoming lane closures for all temporary
and/or permanent lane, ramp, connector, frontage, shoulder, median crossover, etc. closures or detours.”
12. “Access to adjoining property must be maintained at all times.”
13. “Unless otherwise noted in the plans and/or as directed by the area engineer or maintenance supervisor, daily lane closures
shall be limited according to the following restrictions:
Nighttime: Maintenance Supervisor and/or Area engineer approval required. (with uniformed off duty law enforcement officers).
Weekend Closures: Maintenance Supervisor and/or Area engineer approval required.”
14. “No lane closures or roadway closures will be permitted for the following key dates and/or special events:
Between December 15 and January 1.
Wednesday before Thanksgiving thru the Sunday after Thanksgiving.
Saturday and Sunday before Memorial Day and Labor Day.
Saturday or Sunday when July 4 falls on a Friday or Monday.”
35. “Guardrail SGT's will be type 3 unless otherwise approved by the TxDOT Maintenance
Supervisor. Guardrail mow strip placed adjacent to other concrete rip-rap will be separated by a formed
construction joint.”
36. "Any concrete curb to be removed will be saw-cut at the limits of removal and be removed entirely.
Slicing the top portion of the curb off and leaving remaining portion of curb in place is unacceptable. "
37. "Any damage to TxDOT facilities will be repaired at no expense to the State, to TxDOT's
satisfaction."
38. "Sidewalks placed in the highway right-of-way will be a minimum width of five feet or comply with
the more stringent width as required by city ordinance and will meet all other requirements of the
Americans with Disabilities Act. Pedestrian ramps will be provided at street and driveway intersections
as shown on the current State Standard for Pedestrian Facilities. Color contrast and texturing of
pedestrian ramps will be place at street intersection ramps only as shown on the current State Standard
for Pedestrian Facilities. Pedestrian ramps at driveway intersections will not receive any color contrast
or texturing. Metal plating for sidewalk bridges will match the typical width of the approach sidewalk.
His may result in a width that is greater than shown in the standard details included in the plans."
39. "The contractor will use Best Management Practices (BMP's) to minimize erosion and sedimentation
in the State Right Of Way resulting from the proposed construction. Re-vegetation of disturbed areas
will be completed in accordance with TxDOT Standard Specifications. Permanent vegetative cover must
achieve 70% coverage prior to project acceptance. Soil Retention Blankets may be required to prevent
erosion of topsoil prior to vegetation re-establishment"
40. "Prior to seeding or re-vegetation the front slopes will be shouldered up with topsoil to eliminate any
pavement edge drop-off."
41. "Mud tracked onto the roadway from the site will be immediately removed to the satisfaction of
TxDOT."
42. "It will be the developer/owner's responsibility to clean out, to the state's satisfaction, any drainage
structure or storm sewer system that becomes silted as a result of their operations."
43. "The adjustment of any utilities in State Right Of Way or adjacent private easement will be the
responsibility of the developer/owner's."
44. "The contractor is responsible for placing and maintaining existing signs on TxDOT approved
temporary mounts until permanent signs are placed."
45. "The final placement of permanent signs will be coordinated prior to placement with the local
TxDOT Maintenance Supervisor."
46 “For work within the State Right Of Way where removal of materials or debris within the construction
limits and not incorporated in the finished roadway section of right of way, will be disposed of in a
manner acceptable to the Maintenance Supervisor at no expense to the State. Materials that are not
determined to be salvageable by the Maintenance Supervisor become the property of the Contractor for
proper disposal at their expense. Materials determined to be salvageable will be returned to the State and
delivered to the location as determined by the Maintenance Supervisor."
47. “Regardless of errors and omissions in information provided in the plans or cross-sections the
permitee is responsible for providing for positive drainage outfalls within and off the limits of the
project.”
47.5. “Keep the signals in operation at all times except when necessary for specific installation
operations, including any modifications to existing signal heads to maintain clear visibility at all times.
When it is necessary for a signal to be turned off, hire off duty police officers to control the traffic until
the signals are back in satisfactory condition.”
48. (For Work in City of New Braunfels) “All traffic signals on the state highway system within the
New Braunfels city limits, with the exception of signals on IH 35, are the responsibility of the City of
New Braunfels and the City of New Braunfels will perform construction inspection. Contact Garry Ford,
P.E. at (830) 221-4645, 48 hours prior to the need for any inspections. Also when non-traffic signal
work is being performed within 400 feet of an existing signalized intersection, flashing beacon or school
zone flasher or other type of signal; if within the City of New Braunfels area of responsibility contact
Garry Ford, P.E. to determine/verify the location of loop detectors, conduit, ground-boxes, etc. For all
other locations, contact TxDOT representative, Eduardo Villalon, P.E., at (210) 615-6308, e-mail is
Eduardo.Villalon@txdot.gov. The contractor is responsible for repair or replacement of any signal
equipment damaged by construction operations. The method of repair or replacement shall be
pre-approved and inspected. Depending on the type and extent of the damage, the Engineer reserves the
right to perform the repair or replacement work and the Contractor will be billed for this work. When
working near aerial electrical lines or utility poles, comply with Federal, State and local regulations.”
49. (For areas other than City of New Braunfels) “When non-traffic signal work is being performed
within 400 feet of an existing signalized intersection, flashing beacon or school zone flasher or other type
of signal, contact TxDOT representative, Eduardo Villalon, P.E., at (210) 615-6308, e-mail is
Eduardo.Villalon@txdot.gov. The contractor is responsible for repair or replacement of any signal
equipment damaged by construction operations. The method of repair or replacement shall be
pre-approved and inspected. Depending on the type and extent of the damage, TxDOT reserves the right
to perform the repair or replacement work and the Contractor will be billed for this work. When working
near aerial electrical lines or utility poles, comply with Federal, State and local regulations.”
15. "At no time will the roadway travel way be blocked"
16. "Lane closures will only be permitted with 48 hour prior approval of the TxDOT Maintenance Supervisor. Lane
closures will be permitted only between 9:00 a.m. and 4:00 p.m. Monday through Friday."
16.5. “For lane closures on two-lane two-way roadways, including during pilot car operations, flaggers will be
placed at the beginning and end of the work zone as well as at each individual driveway and side road intersection
within the limits of the work zone and extending for a minimum of the beginning of advanced warning signs either
end of the work zone to control, warn and direct side road and driveway traffic of the change in traffic operations.
Whenever one way traffic control is accomplished by traffic signals work zone flaggers will be similarly stationed
at each individual driveway and side road intersection within the limits of the work zone and extending for a
minimum of the beginning of the advanced warning signs either end of the work zone. All flaggers will be in
constant radio contact.”
17. "A minimum 3:1 (H:V) temporary safety slope of stable compacted material will be required adjacent to the
State highway edge of pavement at all times during non working hours."
18. “Only one side of the roadway will be open to construction at a time. Work will be completed and pavement
edges backfilled on one side of the road before work will begin on the opposite side of the roadway.
19. “All milling, paving and seal coat operations shall proceed in the direction of traffic.”
20. “Any pavement edge drop-offs between 1 and 2 inches in height will have CW 8-11 warning signs. Any
pavement edge drop-off 2 inches or greater will have a 3:1 compacted safety slope and CW 8-9a or CW 8-11 signs
plus channelizing devices. Pavement edges will be shouldered up with compacted embankment material
and 4 inches of topsoil as soon as possible after paving is completed on the side of the road being widened.”
21. “Proof rolling of subgrade is required and shall be witnessed by TxDOT prior to placement of pavement
structure unless otherwise approved by the TxDOT Maintenance Supervisor. The requirement for proof-rolling of
subgrade is not superseded by any other requirements including those of any Geotechnical Report. ”
22. “All Flexible Base will have a minimum Plasticity Index of 4.”
23. "All courses of asphaltic concrete pavement (regardless of type) will be placed with a asphalt paving equipment
meeting the requirements of TxDOT Item 320, “Equipment for Asphalt Concrete Pavement”, unless otherwise
approved by the Maintenance Supervisor."
23.5. “Tack coat will be applied with an asphalt distributor and spread across the surface receiving the tack coat by
multiple passes of a pneumatic roller. The application of tack coat and the number of passes of the pneumatic roller
will be sufficient to make the surface and exposed edges consistently black with no areas devoid of tack. Asphalt
for tack coat shall meet TxDOT specs and be from a TxDOT approved source.”
24. "All surface aggregates will meet the requirements of TxDOT friction classification "B" and will meet PG
Binder grade 70-22."
25. "All surface Asphalt Concrete Pavement will be under-sealed with a One Course Surface Treatment."
26. "All Asphaltic Concrete Pavement used in base courses will be Type "A" or "B" and will meet PG binder grade
64-22."
27. "All pavement widening including shoulders will match the existing pavement cross slope."
28. "All pavement markings will be Type I thermoplastic (100 mil) with under-seal meeting the requirements of
TxDOT Item 666, Reflectorized Pavement Markings. The contractor will place guide marks in accordance with
Item 666 and will make arrangements for TxDOT inspection of the pavement marking layout prior to placement of
striping. Equipment used for the placement of striping will meet the production requirements of Item 666 unless
otherwise approved in advance by the TxDOT Maintenance Supervisor."
29. “Existing pavement markings that conflict with proposed pavement markings will be lightly ground in a
manner that does not damage the pavement surface, to remove any pavement marking accumulation, and will be
covered with a strip seal of 18” minimum width, consisting of precoated grade 5, friction class B aggregate.”
30. "All materials and construction methods used in State Right Of Way will meet TxDOT specifications. This
supersedes all other specifications in the plans."
31. “All turn lane concrete pavement in state ROW will meet the requirements of TxDOT Item 360 Class P concrete
and will be batched at concrete plants having a current approved mix design. Class P concrete shall have 7 and 28
day compressive strength of 3200 psi and 4400 psi respectively.”
32. “When widening existing concrete pavements, joints in the new pavement will match joints in existing
pavement and curb.”
33. "The contractor is responsible for ensuring that TxDOT approved materials, mix designs, approved sources and
products are used for all work in state ROW. The contractor will arrange for the services of a qualified testing
laboratory for all items requiring testing and will notify TxDOT of any discrepancies between test results and
TxDOT specs in a timely manner. The contractor will provide to TxDOT invoices and testing results as soon they
are available. Failure to do this will result in rejection of the work."
34. “Sawing of contraction/construction joints in concrete pavement will be accomplished as soon as personnel can
walk on the concrete without damaging the surface regardless of time of day or weather conditions. Stand-by power
driven concrete saws will be provided during the sawing operation. Curing compound will be re-applied to the
sawed joint immediately upon sawing the joint.”
10/13/2022 1:00:19 PM
Ap Certified By:
Samuel Haas, Planner
Planning and Community Development
11/09/2022 4:03:00 PM
Ap Approved By:
Samuel Haas, Planner
Planning & Community Development
5231
F.M.3009
F.N.ROY RICHARD DRIVE
(120' R.O.W.)
1.00 ACRE TRACT
JERRY AND LENORE MERGELE
(DOC# 2015016989 O.P.R.)TRACT 1
1.690 ACRE TRACT
(73,629 SQ. FT.)
1.38 ACRE TRACT
HARPER 2006 FAMILY PARTNERSHIP LTD.
(DOC# 202099002645 O.P.R.)
FIR
FIRFIR
FIR
FIR
CURB CURBCURB
SIR
SIRN30° 24' 08"W
39.34'
86.10'127.00'
87.75'127.00'
SS
SS SS SS
GUTTERGUTTER
12
15
217
3
1
4
6
9
13
7
11
5
8
10
14
LOT 1
BLOCK 1
MERRITT LAKESIDE SUBDIVISION
(VOL.7 PG. 687 D.P.R.)
DDC ASHTON LTD
(VOL. 2981 PG 93 O.P.R.)
61.222 ACRE T RACT
MIGUEL DONOVAN GUITIERREZ &
ADRIENNE CHRISTINE GUITIERREZ
(DOC# 2017023900 O.P.R.)
LOT 2
BLOCK 1
AS PER APPROVED
(BLACKBURN SUBDIVISION PLAT)
ZONE X FEMA LINE
ZONE X FEMA LINE
BM 2
BM 1
16
N30° 24' 08"W 214.75'
N5
9
°
3
8
'
3
2
"
E
3
4
4
.
0
5
'
S30° 28' 22"E 213.10'
N30° 28' 22"W
126.43'
N30° 24' 08"W 126.43'N30° 24' 08"W
126.43'
S5
9
°
2
2
'
0
3
"
W
3
4
4
.
3
1
'
FD
REF
.
REF.
A401A
131EXAM ROOM 1
130EXAM ROOM 2129EXAM ROOM 3128EXAM ROOM 4127EXAM ROOM 5126EXAM ROOM 6125EXAM ROOM 7124EXAM ROOM 8
123MED. STORAGE
122IT ROOM
121
FIRE SPRINKLERROOM
120BIO ROOM
119JANITOR STORAGE 118PATIENT RR 117EXAM ROOM 9
106LAB ROOM 107UNISEX RR
108WEIGH IN ALCOVE 109GM ROOM 110EXAM ROOM 10 111EXAM ROOM 111 112PROCEDURE
114EMP. UNISEX
113BREAKROOM
102OFFICE
103OFFICE
105OFFICE
104OFFICE
100WAITING ROOM
101RECEPTION
116NURSE STATION 1
115NURSE STATION 2
132ELEC. ROOM
NO
P
A
R
K
I
N
G
>>>>>>>>>>
>
>
>>>>>>>>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
F.F.E. = 701.25'
PROPOSED STABILIZED
CONSTRUCTION ENTRANCE.
REFERENCE SHEET C9.1 FOR
STABILIZED CONSTRUCTION
ENTRANCE DETAILS.PROPOSED CONCRETE TRUCK
WASHOUT PIT. REFERENCE SHEET
C9.1 FOR CONCRETE TRUCK
WASHOUT PIT DETAILS.
PROPOSED CONSTRUCTION EQUIPMENT,
VEHICLE & MATERIALS STORAGE AREA.
REFERENCE SHEET C9.1 FOR
CONSTRUCTION EQUIPMENT, VEHICLE &
MATERIALS STORAGE DETAILS.
PROPOSED SILT FENCE.
REFERENCE SHEET C9.1
FOR SILT FENCE DETAILS.
PROPOSED TREE PROTECTION.
REFERENCE DETAIL THIS SHEET.PROPOSED SILT FENCE.
REFERENCE SHEET C9.1
FOR SILT FENCE DETAILS.
PROPOSED SILT FENCE.
REFERENCE SHEET C9.1
FOR SILT FENCE DETAILS.
KEY NOTES
25' WIDE DRAINAGE EASEMENT
(DOC. # 202099037004 O.P.R.)
16' WATER EASEMENT
(DOC. # 202099037003 O.P.R.)2
CROSS ACCESS EASEMENT
(DOC# 202099002644 O.P.R.)3
4
30' WATER EASEMENT
(VOL. 1685 PG. 731 O.P.R.)5
16' SANITARY SEWER EASEMENT
(DOC. # 201899023162 O.P.R.)
7 16' SANITARY SEWER EASEMENT
(VOL. 7 PG. 687 O.P.R.)
1
9
8
16' SANITARY SEWER EASEMENT
(DOC. # 201899023163 O.P.R.)
30' WATER EASEMENT
(VOL. 1685 PG. 145 O.P.R.)
6
10
50' TEMPORARY
CONSTRUCTION EASEMENT
(VOL. 1685 PG. 145 O.P.R.)
11
12
13
16' SANITARY SEWER EASEMENT
(AS PER APPROVED BLACKBURN
SUBDIVISION PLAT)14
15
16
CROSS ACCESS EASEMENT
(DOC. # 202099002644 O.P.R.)
30' WATER EASEMENT
(VOL. 1685 PG. 753 O.P.R.)
50' TEMPORARY
CONSTRUCTION EASEMENT
(VOL. 1685 PG. 753 O.P.R.)
50' TEMPORARY
CONSTRUCTION EASEMENT
(VOL. 1685 PG. 731 O.P.R.)
CROSS ACCESS EASEMENT
(AS PER APPROVED BLACKBURN
SUBDIVISION PLAT)
1' NON-ACCESS EASEMENT
(AS PER APPROVED BLACKBURN
SUBDIVISION PLAT)
17 16' WATER EASEMENT(AS PER APPROVED BLACKBURN
SUBDIVISION PLAT)
0'
SCALE : 1''=30'
30'
60'
90'
LEGAL DESCRIPTION
A 1.69 ACRE LOT 2, BLOCK 1 OF APPROVED BUT UNRECORDED BLACKBURN
SUBDIVISION PLAT IN SCHERTZ, GUADALUPE COUNTY, TEXAS. SAID LOT 2
BEING COMPRISED OF A 1.00 ACRE TRACT AS RECORDED IN VOL. 4272, PG.
799 AND A PORTION OF A 1.004 ACRE TRACT RECORDED IN VOL. 4152, PG
718 OF THE DEED RECORDS OF GUADALUPE COUNTY, TEXAS,
COORDINATION NOTE:
1.CONTACT SPECTRUM TO COORDINATE CABLE TV SERVICE.
1-866-368-4374.
2.CONFIRM REQUIREMENTS AND COORDINATE WITH GVEC FOR
INSPECTIONS AND CONDUIT SIZES FOR PRIMARY AND ELECTRICAL
SERVICES. 1-830-386-4415.
3.CONTACT AT&T TO COORDINATE TELEPHONE SERVICE. 1-800-449-7928.
4.CONTRACTOR TO COORDINATE WITH CENTERPOINT TO PLAN GAS
SERVICES. (830)-643-6938.
5.CONTRACTOR TO COORDINATE WITH CITY OF SCHERTZ PUBLIC WORKS
DEPARTMENT TO PLAN SANITARY SEWER AND WATER SERVICES.
(210)-619-1800.
6.CONTRACTOR SHALL CONTACT 1-800-DIG-TESS A MINIMUM OF 48 HOURS
PRIOR TO THE START OF CONSTRUCTION.
BENCHMARKS
BM1: SET PK NAIL WITH WASHER IN CURB AT ELEVATION = 701.18' SET BY
KFW SURVEYING.
BM2: SET PK NAIL WITH WASHER IN ASPHALT AT ELEVATION = 702.94' SET
BY KFW SURVEYING.
LOCATION MAP
NOT TO SCALE
SITE R
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ELBE
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BORG
F
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.
FM 78
JOB NO.:
DRAWN:
SHEET NUMBER:
DATE:
CHECKED:
THIS DOCUMENT HAS BEEN PRODUCED FROM MATERIAL THAT WAS STORED AND/OR TRANSMITTED ELECTRONICALLY AND MAY HAVE BEEN INADVERTENTLY ALTERED. RELY ONLY ON FINAL HARDCOPY MATERIALS BEARING THE CONSULTANT'S ORIGINAL SIGNATURE AND SEAL.
34
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.
933-01-01
JUNE 2022
H.M E.W.
H
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PROPERTY LINE
EXISTING CURB
EXISTING FIRE HYDRANT
SITE BENCHMARK
SEE DESCRIPTION THIS SHEET
LEGEND
EXISTING CONCRETE
ADJACENT PROPERTY LINE
CAUTION!!: THE CONTRACTOR SHALL BE REQUIRED TO LOCATE ALL PUBLIC OR
PRIVATE UTILITIES INCLUDING BUT NOT LIMITED TO: WATER, SEWER, TELEPHONE
AND FIBER OPTIC LINES, SITE LIGHTING ELECTRIC, SECONDARY ELECTRIC,
PRIMARY ELECTRICAL DUCTBANKS, LANDSCAPE IRRIGATION FACILITIES, AND
GAS LINES. ANY UTILITY CONFLICTS THAT ARISE SHOULD BE COMMUNICATED
TO THE ENGINEER IMMEDIATELY AND PRIOR TO CONSTRUCTION.THE CONTRACTOR
SHALL CONTACT 1-800-DIG-TESS A MINIMUM OF 48 HOURS PRIOR TO THE START OF
CONSTRUCTION. ANY DAMAGE TO EXISTING UTILITIES SHALL BE THE SOLE
RESPONSIBILITY OF THE CONTRACTOR AND THE REPAIR SHALL BE AT CONTRACTOR'S
SOLE EXPENSE WHETHER THE UTILITY IS SHOWN ON THESE PLANS OR NOT.
EXISTING SIGN
ER
O
S
I
O
N
C
O
N
T
R
O
L
P
L
A
N
C9.0
EXISTING TREES
EXISTING SANITARY
SEWER MANHOLE SS
PROPOSED CURB
PROPOSED RIBBON CURB
PROPOSED CONCRETE
PROPOSED FINISH
FLOOR ELEVATION
PROPOSED CONTOURS
PROPOSED HIGH POINT
600
HIGH
POINT
F.F.E. = XXX.XX
TRENCH EXCAVATION SAFETY PROTECTION
CONTRACTOR AND/ OR CONTRACTOR'S INDEPENDENTLY RETAINED EMPLOYEE
OR STRUCTURAL DESIGN/GEOTECHNICAL/SAFETY/EQUIPMENT CONSULTANT,
IF ANY, SHALL REVIEW THESE PLANS AND ANY AVAILABLE GEOTECHNICAL
INFORMATION AND THE ANTICIPATED INSTALLATION SITES WITHIN THE PROJECT
WORK AREA IN ORDER TO IMPLEMENT CONTRACTOR'S TRENCH EXCAVATION
SAFETY PROTECTION SYSTEMS, PROGRAMS AND/OR PROCEDURES FOR
THE PROJECT DESCRIBED IN THE CONTRACT DOCUMENTS. THE CONTRACTOR'S
IMPLEMENTATION OF THESE SYSTEMS, PROGRAMS AND/OR PROCEDURES SHALL
PROVIDE FOR ADEQUATE TRENCH EXCAVATION SAFETY PROTECTION THAT
COMPLY WITH AS A MINIMUM, OSHA STANDARDS FOR TRENCH EXCAVATIONS.
SPECIFICALLY, CONTRACTOR AND/OR CONTRACTOR'S INDEPENDENTLY RETAINED
EMPLOYEE OR SAFETY CONSULTANT SHALL IMPLEMENT A TRENCH SAFETY
PROGRAM IN ACCORDANCE WITH OSHA STANDARDS GOVERNING THE PRESENCE
AND ACTIVITIES OF INDIVIDUALS WORKING IN AND AROUND TRENCH EXCAVATION.
PROPOSED SILT FENCE
PROPOSED STABILIZED
CONSTRUCTION ENTRANCE
PROPOSED CONSTRUCTION
EQUIPMENT, VEHICLE & MATERIALS
STORAGE AREA.
PROPOSED CONCRETE
TRUCK WASHOUT PIT
PROPOSED TREE PROTECTION
PROJECT COMPLETION:
1.ALL DISTURBED AREAS NOT COVERED BY IMPERVIOUS COVER ARE TO BE STABILIZED PER
THE SWPPP AND PROJECT SPECIFICATIONS PRIOR TO REMOVAL OF ANY BMP'S AND/OR
PRIOR TO FILING A NOTICE OF TERMINATION (NOT).
2.BEST MANAGEMENT PRACTICES MAY BE REMOVED IN PHASES IF ALL UPGRADIENT AREAS
HAVE BEEN STABILIZED PER SWPPP AND PROJECT SPECIFICATIONS. THIS PHASING
SHOULD BE NOTED WITHIN THE MODIFICATIONS SECTION WITH THE SIGNATURE AND DATE
OF THE RESPONSIBLE PARTY.
3.CONTRACTOR TO ENSURE THEY HAVE MET ALL REQUIREMENTS OF THE SWPPP BEFORE
FILING A NOTICE OF TERMINATION (NOT).
GENERAL:
1.THIS EXHIBIT IS TO BE USED FOR THE PURPOSES OF STORMWATER POLLUTION
PREVENTION ONLY. ALL OTHER CIVIL ENGINEERING INFORMATION SHOULD BE OBTAINED
FROM THE APPROPRIATE CONSTRUCTION DOCUMENTS.
2.THE PURPOSE OF THE SIGNATURE AND SEAL OF THE ENGINEER ON THIS DOCUMENT IS TO
DEMONSTRATE COMPLIANCE WITH THE TPDES STORMWATER POLLUTION PREVENTION
PLAN REGULATIONS ONLY.
3.ALL OWNERS/OPERATORS ARE RESPONSIBLE FOR FAMILIARIZING THEMSELVES WITH THE
STORMWATER POLLUTION PREVENTION PLAN AND COMPLYING WITH THE REGULATIONS
CONTAINED WITHIN IT.
4. CPS IS A SECONDARY OPERATOR IN THIS PROJECT. THEY WILL BE INSTALLING THE
ELECTRIC UTILITIES.
5. ALL DISTURBED AREAS SHALL BE REVEGETATED TO A MINIMUM OF 85%. EROSION AND
SEDIMENTATION FROM BUILDABLE LOTS SHOULD BE PREVENTED THROUGH THE USE OF
SILT FENCE, CONTROL MATTING, OR OTHER BMP AS APPROPRIATE.
6. CITY INSPECTOR MAY REQUIRE ADDITIONAL EROSION AND SEDIMENTATION CONTROL
MEASURES AS HE/SHE DEEMS APPROPRIATE.
INSTALLATION:
1.ALL OPERATORS SHALL SUBMIT A NOTICE OF INTENT (NOI) AT LEAST 48 HOURS IN
ADVANCE AND ALL BEST MANAGEMENT PRACTICES (BMP'S) SHALL BE IN PLACE PRIOR TO
STARTING CONSTRUCTION ACTIVITIES.
2.CONTRACTOR TO ENSURE THAT STRUCTURAL BMP'S ARE INSTALLED WITHIN THE LIMITS
OF THE SITE BOUNDARY.
3.CONTRACTOR MAY INSTALL THE BEST MANAGEMENT PRACTICES IN PHASES THAT
COINCIDE WITH THE DISTURBANCE OF UPGRADIENT AREAS. THIS PHASING SHOULD BE
NOTED WITHIN THE MODIFICATIONS SECTION WITH THE SIGNATURE AND DATE OF THE
RESPONSIBLE PARTY.
4.CONTRACTOR TO VERIFY SUFFICIENT VEGETATION IN AREAS DENOTED AS VEGETATED
FILTER STRIP. IF INSUFFICIENT VEGETATION EXISTS, CONTRACTOR SHALL IMPLEMENT A
DIFFERENT BEST MANAGEMENT PRACTICE AND WILL SHOW IT ON THIS PLAN WITH
NOTATION IN THE MODIFICATIONS SECTION WITH THE SIGNATURE AND DATE OF THE
RESPONSIBLE PARTY.
MAINTENANCE AND INSPECTION:
1. CONTRACTOR SHOULD LIMIT CONSTRUCTION ACTIVITIES TO ONLY THOSE AREAS SHOWN
TO BE DISTURBED ON THIS PLAN. IF ADDITIONAL VEGETATED AREAS ARE DISTURBED,
THEY SHOULD BE PROTECTED WITH APPROPRIATE BEST MANAGEMENT PRACTICES UNTIL
THE AREAS HAVE BEEN STABILIZED AS PER THE SPECIFICATIONS OF THE SWPPP. THE
AREAS OF THIS ADDITIONAL SOIL DISTURBANCE AND THE MEASURES USED SHOULD BE
SHOWN ON THE SITE PLAN AND NOTED WITHIN THE MODIFICATIONS SECTION WITH THE
SIGNATURE AND DATE OF THE RESPONSIBLE PARTY.
2.SILT FENCE LIMITS / LOCATION ARE APPROXIMATE AND CAN BE ADJUSTED FOR FINAL
LOCATION OF FILL LIMITS.
3. CONTRACTOR IS RESPONSIBLE FOR MAINTENANCE AND INSPECTION OF BMP'S AS PER
THE SPECIFICATIONS OF THE SWPPP. THE CONTRACTOR MAY MODIFY THE CONTROLS AS
NECESSARY TO PREVENT SEDIMENT RUNOFF. THESE MODIFICATIONS SHOULD BE SHOWN
ON THE SITE PLAN AND NOTED WITHIN THE MODIFICATIONS SECTION WITH THE
SIGNATURE AND DATE OF THE RESPONSIBLE PARTY.
4.LOCATION OF CONSTRUCTION ENTRANCE/EXIT, CONCRETE WASHOUT PIT, AND
EQUIPMENT AND STORAGE ARE TO BE FIELD DETERMINED. LOCATIONS SHALL BE
UPDATED ON THIS PLAN.
LIMITS OF CONSTRUCTION
10/13/2022 1:00:31 PM
Ap Certified By:
Samuel Haas, Planner
Planning and Community Development
11/09/2022 4:03:04 PM
Ap Approved By:
Samuel Haas, Planner
Planning & Community Development
12" to 18"
A
SECTION A-A
18" to 24"
A
4" to 6"
A A
CONSTRUCTION
EQUIPMENT
& VEHICLE
STORAGE
AND
MAINTENANCE
AREA
FILTERED RUN OFF
CONSTRUCTION
AND WASTE
MATERIAL
STORAGE
AREA
ENTRANCE
/EXIT
FIELD
OFFICE
SECTION B-B
2'
D
i
a
.
SECTION A-A
TYPE 4 SACK GABIONS
Direction
Of Flow
PLAN VIEW
B B
H
H/3
SOD PLACED IN CHECKER BOARD PATTERN
TT
T T
FILTERED RUN OFF
ROCK BERM
SECTION A-APLAN VIEW
SECTION A-A
PLAN VIEW
GENERAL NOTES:
·DETAIL ABOVE ILLUSTRATES MINIMUM DIMENSIONS. PIT CAN BE INCREASED IN SIZE
DEPENDING ON EXPECTED FREQUENCY OF USE.
·WASHOUT PIT SHALL BE LOCATED IN AN AREA EASILY ACCESSIBLE TO
CONSTRUCTION TRAFFIC.
·WASHOUT PIT SHALL NOT BE LOCATED IN AREAS SUBJECT TO INUNDATION FROM
STORM WATER RUNOFF AND AT LEAST 50 FEET FROM SENSITIVE FEATURES,
STORM DRAINS, OPEN DITCHES, STREETS, OR STREAMS.
CONCRETE TRUCK WASHOUT PIT
GENERAL NOTES:
·ALL STORM DRAINAGE SYSTEMS INLETS SHOULD FILTER RUNOFF BEFORE THE WATER IS
DISCHARGED INTO STREAMS OR ONTO ADJACENT PROPERTIES, UNLESS TREATMENT IS PROVIDED
ELSEWHERE.
·IF NO ADDITIONAL DOWNSTREAM TREATMENT EXISTS, THE MAXIMUM DRAINAGE AREA TRIBUTARY TO
AN AREA DRAIN INSTALLED WITH A GRAVEL FILTER SHOULD BE ONE ACRE.
·ALL CURB INLET GRAVEL FILTERS SHOULD BE INSPECTED AND REPAIRED AFTER EACH RUNOFF EVENT.
SEDIMENT SHOULD BE REMOVED WHEN MATERIAL IS WITHIN THREE INCHES OF THE TOP OF THE
CONCRETE BLOCKS. PERIODICALLY, THE GRAVEL SHOULD BE RAKED TO INCREASE INFILTRATION AND
FILTERING OF RUNOFF WATERS.
GRATE INLET PROTECTION
GENERAL NOTES:
·THE FILTER BAG MATERIAL SHALL BE MADE OF POLYPROPYLENE, POLYETHYLENE OR
POLYAMIDE WOVEN FABRIC, MIN UNIT WEIGHT OF 4 OUNCES/SY, MULLEN BURST STRENGTH
EXCEEDING 300 PSI AND ULTRAVIOLET STABILITY EXCEEDING 70%.
·THE FILTER BAG SHALL BE FILLED WITH CLEAN, MEDIUM TO COARSE GRAVEL (0.31 TO 0.75
INCH DIAMETER).GENERAL NOTES:
·ALL MATERIALS AND ERECTION PROCEDURES WILL BE THE SAME AS
DESCRIBED IN THE STANDARD SILT FENCE REQUIREMENTS.
DRAIN PIPE
SECTION A-A
PLAN VIEW
DETAIL-A
SUBGRADE
OR BASE
CROSS-SECTION A-A
CROSS-SECTION A-A
DRAIN PIPE
GENERAL NOTES:
·USE OPEN GRADED CLEAN STONE.
·THE ROCK SHOULD BE ENCLOSED WITH A WOVEN WIRE SHEATHING HAVING
MAXIMUM 1 INCH OPENING AND MINIMUM WIRE DIAMETER OF 20 GAUGE AND
WRAPPED IN GEOTEXTILE WITH 300 PSI BURST STRENGTH FILTER FABRIC.
·INSPECTION SHOULD BE MADE FREQUENTLY ON SEVERE SERVICE ROCK BERMS;
SILT SHOULD BE REMOVED WHEN ACCUMULATION REACHES 4 INCHES OR MORE.
·WHEN THE SITE IS COMPLETELY STABILIZED, THE BERM AND ACCUMULATED SILT
SHOULD BE REMOVED AND DISPOSED OF IN AN APPROVED MANNER.
SECTION A-A
PLAN VIEW
·CHANNEL TO BE STABILIZED WITH SOD PLACED IN A CHECKER BOARD
PATTERN TON THE CHANNEL BOTTOM AND ON THE SIDES UP TO 1/3 THE
DEPTH OF CHANNEL.
GENERAL NOTES:
·THE TOP OF THE SACK GABIONS SHOULD BE LEVEL AND ORIENTED PERPENDICULAR TO THE
DIRECTION OF FLOW.
·FILTER FABRIC MATERIAL SHALL BE FASTENED TO WOVEN WIRE SUPPORT.
·FILTER FABRIC MATERIAL SHOULD MEET THE FOLLOWING SPECIFICATIONS: RESISTANT TO
ULTRAVIOLET LIGHT, FABRIC SHOULD BE NON-WOVEN GEOTEXTILE WITH MINIMUM WEIGHT
OF 3.5 OUNCES PER SQUARE YARD, MINIMUM MULLEN BURST STRENGTH OF 200 POUNDS PER
SQUARE INCH AND A FLOW THRU RATE OF 120 GALLONS PER MINUTE PER SQUARE FOOT OF
FRONTAL AREA.
·STONE SIZE: ±4"-8" OPEN GRADED CRUSHED LIMESTONE.
·INSPECT WEEKLY OR AFTER EACH RAINFALL EVENT AND REPAIR OR REPLACE AS NEEDED.
·WHEN SILT REACHES A DEPTH OF 6 INCHES OR MORE ABOVE NATURAL GROUND, SILT SHALL
BE REMOVED AND DISPOSED IN AN APPROVED MANNER THAT WILL NOT CONTRIBUTE TO
RESILTATION. CONTAMINATED SEDIMENT MUST BE REMOVED AND DISPOSED OF OFF-SITE IN
ACCORDANCE WITH APPLICABLE REGULATIONS.
ISOMETRIC PLAN VIEW
3 TO 4
INCHES
CROSS SECTION
MATERIALS:
(1) THE BERM STRUCTURE SHOULD BE. SECURED WITH A WOVEN WIRE SHEATHING HAVING MAXIMUM OPENING
OF 1 INCH AND A MINIMUM WIRE DIAMETER OF 20 GAUGE GALVANIZED AND SHOULD BE SECURED WITH SHOAT
RINGS.
(2) CLEAN, OPEN GRADED 3- TO 5-INCH DIAMETER ROCK SHOULD BE USED, EXCEPT IN AREAS WHERE HIGH
VELOCITIES OR LARGE VOLUMES OF FLOW ARE EXPECTED, WHERE 5- TO 8-INCH DIAMETER ROCKS MAY BE USED.
INSTALLATION:
(1) LAY OUT THE WOVEN WIRE SHEATHING PERPENDICULAR TO THE FLOW LINE. THE SHEATHING SHOULD BE 20
GAUGE WOVEN WIRE MESH WITH 1 INCH OPENINGS.
(2) BERM SHOULD HAVE A TOP WIDTH OF 2 FEET MINIMUM WITH SIDE SLOPES BEING 2:1 (H:V) OR FLATTER.
(3) PLACE THE ROCK ALONG THE SHEATHING AS SHOWN IN THE DIAGRAM FIGURE 1-28), TO A HEIGHT NOT LESS
THAN 18”.
(4) WRAP THE WIRE SHEATHING AROUND THE ROCK AND SECURE WITH TIE WIRE SO THAT THE ENDS OF THE
SHEATHING OVERLAP AT LEAST 2 INCHES, AIRL THE BERM RETAINS ITS SHAPE WHEN WALKED UPON.
(5) BERM SHOULD BE BUILT ALONG THE CONTOUR AT ZERO PERCENT GRADE OR AS NEAR AS POSSIBLE.
(6) THE ENDS OF THE BERM SHOULD BE TIED INTO EXISTING UPSLOPE GRADE AND THE BERM SHOULD BE BURIED
IN A TRENCH APPROXIMATELY 3 TO 4 INCHES DEEP TO PREVENT FAILURE OF THE CONTROL.
INSPECTION AND MAINTENANCE GUIDELINES:
(1) INSPECTION SHOULD BE MADE WEEKLY AND AFTER EACH RAINFALL BY THE RESPONSIBLE PARTY. FOR
INSTALLATIONS IN STREAMBEDS, ADDITIONAL DAILY INSPECTIONS SHOULD BE MADE.
(2) REMOVE SEDIMENT AND OTHER DEBRIS WHEN BUILDUP REACHES 6 INCHES AND DISPOSE OF THE
ACCUMULATED SILT IN AN APPROVED MANNER THAT WILL NOT CAUSE ANY ADDITIONAL SILTATION.
(3) REPAIR ANY LOOSE WIRE SHEATHING.
(4) THE BERM SHOULD BE RESHAPED AS NEEDED DURING INSPECTION.
(5) THE BERM SHOULD BE REPLACED WHEN THE STRUCTURE CEASES TO FUNCTION AS INTENDED DUE TO SILT
ACCUMULATION AMONG THE ROCKS, WASHOUT, CONSTRUCTION TRAFFIC DAMAGE, ETC.
(6) THE ROCK BERM SHOULD BE LEFT IN PLACE UNTIL ALL UPSTREAM AREAS ARE STABILIZED AND ACCUMULATED
SILT REMOVED.
ISOMETRIC PLAN VIEW CROSS SECTION
MATERIALS:
(1) SILT FENCE MATERIAL SHOULD BE POLYPROPYLENE, POLYETHYLENE OR POLYAMIDE WOVEN OR NONWOVEN
FABRIC. THE FABRIC WIDTH SHOULD BE 36 INCHES, WITH A MINIMUM UNIT WEIGHT OF 4.5 OZ/YD, MULLEN BURST
STRENGTH EXCEEDING 190 LB/IN2, ULTRAVIOLET STABILITY EXCEEDING 70%, AND MINIMUM APPARENT OPENING
SIZE OF U.S. SIEVE NO. 30.
(2) FENCE POSTS SHOULD BE MADE OF HOT ROLLED STEEL, AT LEAST 4 FEET LONG WITH TEE OR YBAR CROSS
SECTION, SURFACE PAINTED OR GALVANIZED, MINIMUM NOMINAL WEIGHT 1.25 LB/FL2, AND BRINDELL HARDNESS
EXCEEDING 140. REBAR (EITHER #5 OR #6) MAY ALSO BE USED TO ANCHOR THE BERM.
(3) WOVEN WIRE BACKING TO SUPPORT THE FABRIC SHOULD BE GALVANIZED 2” X 4” WELDED WIRE, 12 GAUGE
MINIMUM.
(4) THE BERM STRUCTURE SHOULD BE SECURED WITH A WOVEN WIRE SHEATHING HAVING MAXIMUM OPENING OF
1 INCH. AND A MINIMUM WIRE DIAMETER OF 20 GAUGE GALVANIZED AND SHOULD BE SECURED WITH SHOAT
RINGS.
(5) CLEAN, OPEN GRADED 3- TO 5-INCH DIAMETER ROCK SHOULD BE USED, EXCEPT IN AREAS WHERE HIGH
VELOCITIES OR LARGE VOLUMES OF FLOW ARE EXPECTED, WHERE 5- TO 8-INCH DIAMETER ROCKS MAY BE USED.
INSTALLATION:
(1) LAY OUT THE WOVEN WIRE SHEATHING PERPENDICULAR TO THE FLOW LINE. THE SHEATHING SHOULD BE 20
GAUGE WOVEN WIRE MESH WITH 1-INCH OPENINGS.
(2) INSTALL THE SILT FENCE ALONG THE CENTER OF THE PROPOSED BERM PLACEMENT, AS WITH A NORMAL SILT
FENCE DESCRIBED IN SECTION 2.4.3.
(3) PLACE THE ROCK ALONG THE SHEATHING ON BOTH SIDES OF THE SILT FENCE AS SHOWN IN THE
DIAGRAM (FIGURE 1-29), TO A HEIGHT NOT LESS THAN 24 INCHES. CLEAN, OPEN GRADED 3- 5” DIAMETER ROCK
SHOULD BE USED, EXCEPT IN AREAS WHERE HIGH VELOCITIES OR LARGE VOLUMES OF FLOW ARE EXPECTED,
WHERE 5- TO 8-INCH DIAMETER ROCK MAY BE USED.
(4) WRAP THE WIRE SHEATHING AROUND THE ROCK AND SECURE WITH TIE WIRE SO THAT THE ENDS OF THE
SHEATHING OVERLAP AT LEAST 2 INCHES, AND THE BERM RETAINS ITS SHAPE WHEN WALKED UPON.
(5) THE HIGH SERVICE ROCK BERM SHOULD BE REMOVED WHEN THE SITE IS REVEGETATED OR OTHERWISE
STABILIZED OR IT MAY REMAIN IN PLACE AS A PERMANENT BMP IF DRAINAGE IS ADEQUATE.
INSPECTION AND MAINTENANCE GUIDELINES:
(1) INSPECTION SHOULD BE MADE WEEKLY AND AFTER EACH RAINFALL BY THE RESPONSIBLE PARTY. FOR
INSTALLATIONS IN STREAMBEDS, ADDITIONAL DAILY INSPECTIONS SHOULD BE MADE ON ROCK BERM.
(2) REMOVE SEDIMENT AND OTHER DEBRIS WHEN BUILDUP REACHES 6 INCHES AND DISPOSE OF THE
ACCUMULATED SILT OF IN AN APPROVED MANNER.
(3) REPAIR ANY LOOSE WIRE SHEATHING.
(4) THE BERM SHOULD BE RESHAPED AS NEEDED DURING INSPECTION.
(5) THE BERM SHOULD BE REPLACED WHEN THE STRUCTURE CEASES TO FUNCTION AS INTENDED DUE TO SILT
ACCUMULATION AMONG THE ROCKS, WASHOUT, CONSTRUCTION TRAFFIC DAMAGE, ETC.
(6) THE ROCK BERM SHOULD BE LEFT IN PLACE UNTIL ALL UPSTREAM AREAS ARE STABILIZED AND ACCUMULATED
SILT REMOVED.HIGH SERVICE
ROCK BERM
TYPE "BELOW GRADE"
B B
PLAN VIEW
TYPE "ABOVE GRADE"
SECTION B-B
F
L
O
W
WOVEN WIRE
SHEATHING
FLOW
WOVEN WIRE
SHEATHING
WOVEN WIRE
SHEATHING SILT FENCE
3" TO 5" OPEN
GRADED ROCK
FL
O
W
SILT FENCE
WOVEN WIRE
SHEATHING
FLOW FLOW
ROCK
BERM
SANDBAG
LATH &
FLAGGING
ON ALL SIDES
10 MIL PLASTIC
LINING FREE OF
HOLES, TEARS, OR
OTHER DEFECTS
BERM
SANDBAG
10 MIL PLASTIC
LINING FREE OF
HOLES, TEARS, OR
OTHER DEFECTS
10 MIL PLASTIC
LINING FREE OF
HOLES, TEARS, OR
OTHER DEFECTS
WOOD FRAME SECURELY
FASTENED AROUND
ENTIRE PERIMETER WITH
TWO STAKES
STAKE
(TYP)
TWO-STACKED
2 X 12 ROUGH
WOOD FRAME
10 MIL PLASTIC
LINING FREE OF
HOLES, TEARS, OR
OTHER DEFECTS
CURB INLET PROTECTION GRAVEL FILTER BAGS
FILTERED RUNOFF
OVERFLOW
SUBGRADE
OR BASE
RUNOFF
GRAVEL FILTER BAG DETAIL
#4 REBAR
GRAVEL FILTER BAG
4 FT MAX SPACING
CURB INLET PROTECTION (ALTERNATE)
GRAVEL FILTER BAG
4 FT MAX SPACING
WIRE MESH COVERED
WITH FILTER FABRIC
WIRE MESH COVERED
WITH FILTER FABRIC
#4 REBAR
WIRE TIE
WIRE TIE
FILTERED RUNOFF
WIRE MESH COVERED
WITH FILTER FABRIC
SUBGRADE
OR BASE RUNOFF
GRAVEL FILTER BAG
DETAIL-A
GRATE INLET PROTECTION (ALTERNATE)
TYPICAL CONSTRUCTION STAGING AREA
SILT FENCE
FLOW ARROWS
LEGEND
TYPE 4 SACK GABIONS
GALVANIZED STEEL
WIRE MESH
GALVANIZED STEEL WIRE MESH
WITH FILTER FABRIC
Sack
Gabions
3/4" DIA.
REBAR STAKES
CHANNEL LINING
FL
O
W FLOW
FLOW
FL
O
W
ROCK BERM WRAPPED
WITH GEOTEXTILE AND WOVEN WIRE
FLOW
DROP INLET
FLOW
MINIMUM 18" HIGH
ROCK BERM WRAPPED WITH
GEOTEXTILE AND WOVEN WIRE
SUBGRADE
OR BASE
FLOW
FL
O
W
FLOW
FL
O
W
FILTER FABRIC
DROP INLET
STEEL FENCE T-POST
FLOW
FL
O
W
STEEL FENCE T-POST
FILTER FABRIC
FILTER FABRIC
JOB NO.:
DRAWN:
SHEET NUMBER:
DATE:
CHECKED:
THIS DOCUMENT HAS BEEN PRODUCED FROM MATERIAL THAT WAS STORED AND/OR TRANSMITTED ELECTRONICALLY AND MAY HAVE BEEN INADVERTENTLY ALTERED. RELY ONLY ON FINAL HARDCOPY MATERIALS BEARING THE CONSULTANT'S ORIGINAL SIGNATURE AND SEAL.
34
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933-01-01
JUNE 2022
H.M E.W.
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11/09/2022 4:03:09 PM
Ap Approved By:
Samuel Haas, Planner
Planning & Community Development
FINISH FLOOR
0' -0"
ROOF LEVEL
15' -11 3/4"
MID PARAPET
22' -4"
LOW PARAPET
20' -1"
HIGH PARAPET
25' -10 3/16"
TOP OF WALL
32' -7 13/16"
2345678 1
EIFS EXTERIOR WALL, PTDEIFS EXTERIOR WALL, PTD
PRE-FINISHED METAL COPING AT TOP OF PARAPET
TO MATCH EIFS COLOR. MATERIAL AND WARRANTY
BY ROOFING MANUFACTURER
ENTRY CANOPY WITH 24. GA GALVALUME
STANDING SEAM METAL ROOF, REFER TO
STRUCTURAL FOR ATTACHMENT TO BUILDING.
EXTERIOR H.M. DOOR
RE:DOOR SCHEDULE
ALUMINUM WINDOW
RE:WINDOW SCHEDULE
METAL GUTTER AND
DOWNSPOUT SYSTEM
METAL GUTTER AND
DOWNSPOUT SYSTEM
PRE-FINISHED METAL COPING AT TOP OF PARAPET
TO MATCH EIFS COLOR. MATERIAL AND WARRANTY
BY ROOFING MANUFACTURER
ALUMINUM WINDOW
RE:WINDOW SCHEDULE
ALUMINUM WINDOW
RE:WINDOW SCHEDULE
ALUMINUM WINDOW
RE:WINDOW SCHEDULE
1' - 9"3' - 6"11' - 4 1/2"3' - 6"
2' - 0 7/8"
3' - 6"11' - 4 7/8"3' - 6"2' - 5"3' - 6"10' - 9 3/4"3' - 6"3' - 0 7/8"3' - 6"10' - 4 3/8"3' - 6"9' - 4 1/4"3' - 6"8' - 4 3/4"
11' - 3 1/8"20' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"11' - 3 3/8"
5'
-
0
"
5'
-
0
"
5'
-
0
"
11
3
/
4
"
1
A305
2.9
8'
-
1
0
"
8'
-
1
0
"
4% MAX SLOPE AWAY
FROM BUILDING
2.53.09
REFER TO STRUCTURAL
FOR T.O.J HEIGHT.
FINISH FLOOR
0' -0"
ROOF LEVEL
15' -11 3/4"
MID PARAPET
22' -4"
LOW PARAPET
20' -1"
HIGH PARAPET
25' -10 3/16"
TOP OF WALL
32' -7 13/16"
ACFG
5' - 0"5' - 0"5' - 0"5' - 0"5' - 0"5' - 0"4' - 7 1/16"
1
A303
5'
-
0
"
5'
-
0
"
5'
-
0
"
5'
-
0
"
5'
-
0
"
5'
-
0
"
2'
-
7
7
/
8
"
ALUMINUM WINDOW
RE:WINDOW SCHEDULE
EXTERIOR H.M. DOOR
RE:DOOR SCHEDULE
EXTERIOR H.M. DOOR
RE:DOOR SCHEDULE
3' - 7 3/8"4' - 8"5' - 8 7/8"4' - 8"4' - 1 1/2"3' - 6"24' - 0 5/8"3' - 6"12' - 10 3/4"
PRE-FINISHED METAL COPING AT TOP OF
PARAPET TO MATCH EIFS COLOR. MATERIAL
AND WARRANTY BY ROOFING MANUFACTURER
PRE-FINISHED METAL COPING AT TOP OF
PARAPET TO MATCH EIFS COLOR. MATERIAL
AND WARRANTY BY ROOFING MANUFACTURER
EIFS EXTERIOR WALL, PTD
DOOR AND FRAME
RE:DOOR SCHEDULEALUMINUM STOREFRONT
RE:WINDOW SCHEDULE
ENTRY CANOPY WITH 24. GA
GALVALUME STANDING SEAM
METAL ROOF, REFER TO
STRUCTURAL FOR ATTACHMENT
TO BUILDING.
3' - 4 3/4"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"3' - 4 3/8"
1'
-
2
3
/
8
"
5'
-
0
"
5'
-
0
"
5'
-
0
"
5'
-
0
"
1'
-
1
5
/
8
"
E D B
8'
-
1
0
"
8'
-
1
0
"
4% MAX SLOPE AWAY
FROM BUILDING
1
A302
INSTALL FLASHING
WHERE WALL AND
AWNING MEET
A.5E.2
REFER TO STRUCTURAL
FOR T.O.J HEIGHT.
CASTILLO
& Associates
SHEET NO.
SHEET DESCRIPTION
REVISIONS
DESIGNERS
SAN ANTONIO, TEXAS 78240
Ph. 210/828-5560
PLANNERS
Fax 210/826-5222
7272 WURZBACH SUITE 402
DATE ISSUED
PROJECT NAME:
OWNERS:
12-02-2021
A201
10/11/2021
EXTERIOR ELEVATIONS
Health Texas Medical
Group
HealthTexas Schertz
Clinic
2961 Mossrock
San Antonio, TX.
78230
650
FM 3009
Roy Richards Dr.
Schertz, TX. 78154
3/16" = 1'-0"1 NORTH ELEVATION
3/16" = 1'-0"2 EAST ELEVATION
REFER TO STRUCTURAL SHEETS FOR ALL STURUCTURAL
ELEMENTS TO INCLUDE BUT NOT LIMITED TO COLUMNS,
BEAMS, JOIST, CONNECTIONS, MASONRY LUG, SIZING AND
DIMENSIONS.
26'-5" +/- REFER TO STRUCTURAL
ENGINEER PLANS FOR ALL STEEL HEIGT
DIMENSIONS AND STEEL INDENTIFICATION.
16'-
6
1
/2"
+
/
-
R
E
F
E
R
T
O
S
T
R
U
C
T
U
R
A
L
EN
G
I
N
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E
R
P
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S
F
O
R
A
L
L
S
T
E
E
L
H
E
I
G
T
DI
M
E
N
S
I
O
N
S
A
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D
S
T
E
E
L
I
N
D
E
N
T
I
F
I
C
A
T
I
O
N
.
26'-0" +/- REFER TO STRUCTURAL
ENGINEER PLANS FOR ALL STEEL HEIGT
DIMENSIONS AND STEEL INDENTIFICATION.
AS PER CITY PLANNING
ADD DEMINSIONS TO
CANOPY ON ELEV'S..
6-17-2022
2.
2.
26'-5" +/- REFER TO STRUCTURAL
ENGINEER PLANS FOR ALL STEEL HEIGT
DIMENSIONS AND STEEL INDENTIFICATION.
16'-
6 1/2"
+
/
-
R
E
F
E
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O
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U
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A
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EN
G
I
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A
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DI
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S
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I
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D
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I
F
I
C
A
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I
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N
.
2.
5'-0"
5'-0"
5'-0"
8'
-
1
0
"
7'-0"7'-0"
2
2
10/13/2022 1:04:54 PM
Ap Certified By:
Samuel Haas, Planner
Planning and Community Development
11/09/2022 3:57:00 PM
Ap Approved By:
Samuel Haas, Planner
Planning & Community Development
FINISH FLOOR
0' -0"
ROOF LEVEL
15' -11 3/4"
MID PARAPET
22' -4"
LOW PARAPET
20' -1"
HIGH PARAPET
25' -10 3/16"
TOP OF WALL
32' -7 13/16"
2 3 4 5 7 81
EIFS EXTERIOR WALL, PTD
ENTRY CANOPY WITH 24. GA
GALVALUME STANDING SEAM
METAL ROOF, REFER TO
STRUCTURAL FOR ATTACHMENT
TO BUILDING.
EXTERIOR H.M. DOOR
RE:DOOR SCHEDULE
PRE-FINISHED METAL COPING AT TOP OF PARAPET
TO MATCH EIFS COLOR. MATERIAL AND WARRANTY
BY ROOFING MANUFACTURER
ALUMINUM WINDOW
RE:WINDOW SCHEDULE
ALUMINUM WINDOW
RE:WINDOW SCHEDULE
EIFS EXTERIOR WALL, PTD PRE-FINISHED METAL COPING AT TOP OF
PARAPET TO MATCH EIFS COLOR. MATERIAL
AND WARRANTY BY ROOFING MANUFACTURER
3' - 3 7/8"4' - 8"3' - 1 7/8"3' - 6"5' - 5 7/8"4' - 8"
10' - 0"10' - 0"4"
1'
-
2
3
/
8
"
5'
-
0
"
5'
-
0
"
5'
-
0
"
5'
-
0
"
1'
-
1
5
/
8
"
3' - 7 1/4"3' - 7 3/8"10' - 0"10' - 0"
ALUMINUM STOREFRONT
RE:WINDOW SCHEDULE
DOOR AND FRAME
RE:DOOR SCHEDULE
1' - 0"1' - 0"52' - 1 3/8"
1'
-
9
7
/
8
"
4'
-
0
3
/
8
"
5'
-
0
"
5'
-
0
"
10
'
-
0
"
2.9 3.1
8'
-
1
0
"
4% MAX SLOPE AWAY
FROM BUILDING
INSTALL FLASHING
WHERE WALL AND
AWNING MEET
2.5
REFER TO STRUCTURAL
FOR T.O.J HEIGHT.
FINISH FLOOR
0' -0"
ROOF LEVEL
15' -11 3/4"
MID PARAPET
22' -4"
LOW PARAPET
20' -1"
HIGH PARAPET
25' -10 3/16"
TOP OF WALL
32' -7 13/16"
A C F G
1
A303
EIFS EXTERIOR WALL, PTD
PRE-FINISHED METAL COPING AT TOP OF PARAPET
TO MATCH EIFS COLOR. MATERIAL AND WARRANTY
BY ROOFING MANUFACTURER
PRE-FINISHED METAL COPING AT TOP OF
PARAPET TO MATCH EIFS COLOR. MATERIAL
AND WARRANTY BY ROOFING MANUFACTURER
ENTRY CANOPY WITH 24. GA
GALVALUME STANDING SEAM
METAL ROOF, REFER TO
STRUCTURAL FOR ATTACHMENT
TO BUILDING.
ALUMINUM STOREFRONT
RE:WINDOW SCHEDULE
DOOR AND FRAME
RE:DOOR SCHEDULE ALUMINUM STOREFRONT
RE:WINDOW SCHEDULE
1' - 5 5/8"
3' - 5 5/8"7' - 11 1/2"3' - 6"
5' - 0"5' - 0"5' - 0"5' - 0"5' - 0"5' - 0"5' - 0"1' - 4 7/8"
5'
-
1
"
5'
-
0
"
5'
-
0
"
5'
-
0
"
1' - 0"31' - 2"1' - 0"
EXTERIOR H.M. DOOR
RE:DOOR SCHEDULE
EDB
8'
-
1
0
"
4% MAX SLOPE AWAY
FROM BUILDING
1
A302
5' - 0" 5' - 0"
A.5 E.2
REFER TO
STRUCTURAL FOR
T.O.J HEIGHT.
CASTILLO
& Associates
SHEET NO.
SHEET DESCRIPTION
REVISIONS
DESIGNERS
SAN ANTONIO, TEXAS 78240
Ph. 210/828-5560
PLANNERS
Fax 210/826-5222
7272 WURZBACH SUITE 402
DATE ISSUED
PROJECT NAME:
OWNERS:
12-02-2021
A202
10/11/2021
EXTERIOR ELEVATIONS
Health Texas Medical
Group
HealthTexas Schertz
Clinic
2961 Mossrock
San Antonio, TX.
78230
650
FM 3009
Roy Richards Dr.
Schertz, TX. 78154
3/16" = 1'-0"1 SOUTH ELEVATION
3/16" = 1'-0"2 WEST ELEVATION
REFER TO STRUCTURAL SHEETS FOR ALL STURUCTURAL
ELEMENTS TO INCLUDE BUT NOT LIMITED TO COLUMNS,
BEAMS, JOIST, CONNECTIONS, MASONRY LUG, SIZING AND
DIMENSIONS.
10
'
- 0"
10
'
- 0"
18' - 0" +/-
5' - 0" +/-
15
'
- 7
3
/
4
" +
/
-
ADD DEMINSIONS TO
CANOPY ON ELEV'S.
6-17-2022
AS PER CITY PLANNING
26' -0" +/-
26
'
-
0
"
+
/
-
R
E
F
E
R
T
O
S
T
R
U
C
T
U
R
A
L
EN
G
I
N
E
E
R
P
L
A
N
S
F
O
R
A
L
L
S
T
E
E
L
H
E
I
G
T
DI
M
E
N
S
I
O
N
S
A
N
D
S
T
E
E
L
I
N
D
E
N
T
I
F
I
C
A
T
I
O
N
.
26'-0" +/- REFER TO STRUCTURAL
ENGINEER PLANS FOR ALL STEEL HEIGT
DIMENSIONS AND STEEL INDENTIFICATION.
26'-0" +/- REFER TO STRUCTURAL
ENGINEER PLANS FOR ALL STEEL HEIGT
DIMENSIONS AND STEEL INDENTIFICATION.
15
'
-
7
3
/
4
"
+
/
-
R
E
F
E
R
T
O
S
T
R
U
C
T
U
R
A
L
EN
G
I
N
E
E
R
P
L
A
N
S
F
O
R
A
L
L
S
T
E
E
L
H
E
I
G
T
DI
M
E
N
S
I
O
N
S
A
N
D
S
T
E
E
L
I
N
D
E
N
T
I
F
I
C
A
T
I
O
N
.
15
'
-
7
3
/
4
"
+
/
-
RE
F
E
R
T
O
ST
R
U
C
T
U
R
A
L
EN
G
I
N
E
E
R
P
L
A
N
S
FO
R
A
L
L
S
T
E
E
L
HE
I
G
T
D
I
M
E
N
S
I
O
N
S
AN
D
S
T
E
E
L
IN
D
E
N
T
I
F
I
C
A
T
I
O
N
.
2.
2.
10/13/2022 1:05:04 PM
Ap Certified By:
Samuel Haas, Planner
Planning and Community Development11/09/2022 3:57:06 PM
Ap Approved By:
Samuel Haas, Planner
Planning & Community Development
FINISH FLOOR
0' -0"
ROOF LEVEL
15' -11 3/4"
MID PARAPET
22' -4"
LOW PARAPET
20' -1"
2 3 4 5 6 7 81
A3011
A304
3
SUSPENDED ACOUSTICAL
CEILING RE: FINISH SCHEDULE
LIGHT FIXTURE RE:
ELECTRICAL FOR FIXTURE
TYPE
STEEL JOIST
REFER TO
STRUCTURAL
SUSPENDED ACOUSTICAL
CEILING RE: FINISH SCHEDULE
1
A305
2.9 3.1
4% MAX SLOPE AWAY
FROM BUILDING
A302
5
2.5 3.09
FINISH FLOOR
0' -0"
ROOF LEVEL
15' -11 3/4"
MID PARAPET
22' -4"
HIGH PARAPET
25' -10 3/16"
TOP OF WALL
32' -7 13/16"
A C F G
2
A301
1
A303
A304
1
A304
2
SUSPENDED ACOUSTICAL
CEILING RE: FINISH SCHEDULE
LIGHT FIXTURE RE:
ELECTRICAL FOR FIXTURE
TYPE
STEEL JOIST
REFER STRUCTURAL
STEEL JOIST
REFER STRUCTURAL
STEEL BEAM
REFER STRUCTURAL
STEEL BEAM
REFER STRUCTURAL
STEEL BEAM
REFER STRUCTURAL
---
-
EDB
4% MAX SLOPE AWAY
FROM BUILDING
1
A302
A.5 E.2 CASTILLO
& Associates
SHEET NO.
SHEET DESCRIPTION
REVISIONS
DESIGNERS
SAN ANTONIO, TEXAS 78240
Ph. 210/828-5560
PLANNERS
Fax 210/826-5222
7272 WURZBACH SUITE 402
DATE ISSUED
PROJECT NAME:
OWNERS:
12-02-2021
A301
10/11/2021
BUILDING SECTIONS
Health Texas Medical
Group
HealthTexas Schertz
Clinic
2961 Mossrock
San Antonio, TX.
78230
650
FM 3009
Roy Richards Dr.
Schertz, TX. 78154
3/16" = 1'-0"2 BUILDING SECTION EAST / WEST 1
3/16" = 1'-0"1 BUILDING SECTION NORTH / SOUTH
REFER TO STRUCTURAL SHEETS FOR ALL STURUCTURAL
ELEMENTS TO INCLUDE BUT NOT LIMITED TO COLUMNS,
BEAMS, JOIST, CONNECTIONS, MASONRY LUG, SIZING AND
DIMENSIONS.
REMOVE ALL INTER.
ELEVATIONS. 6-17-2022
AS PER CITY PLANNING
15
'
-7
3/
4
"
+
/
-
26' -0" +/-
5' -0"
8' -10
"
AS PER CITY PLANNING
ADD DEMINISIONS TO
CANOPIES ON ELEV'S.
6-17-2022
2
2
2
1.
1.
1.
2.
10/13/2022 1:05:12 PM
Ap Certified By:
Samuel Haas, Planner
Planning and Community Development
11/09/2022 3:57:10 PM
Ap Approved By:
Samuel Haas, Planner
Planning & Community Development
FINISH FLOOR
0' -0"
ROOF LEVEL
15' -11 3/4"
MID PARAPET
22' -4"
LOW PARAPET
20' -1"
2 3 4 6 7 81
A301
1
A305
SUSPENDED ACOUSTICAL
CEILING RE: FINISH SCHEDULE
LIGHT FIXTURE RE:
ELECTRICAL FOR FIXTURE
TYPE
STEEL JOIST
REFER
STRUCTURAL
A302
2
2.5 3.09
ROOF LEVEL
15' -11 3/4"
MID PARAPET
22' -4"
8
TPO ROOF
4" RIGID INUSLATION R30
WOLMANIZED WOOD
BLOCKING FOR CANT
ANCHORING
FLASHING
COUNTER FLASHING
CANT STRIP
GALVANIZED ROOF PANELS
SECURED TO EXTERIOR
SHEATING
CONTINOUS SEALANT
CONTINOUS SEALANT
CONTINOUS CLEAT
GRACE ULTRA ICE AND
WATER SHIELD SECURED TO
5/8 " EXTERIOR SHEATING
A302
3
A302
4
ROOF LEVEL
15' -11 3/4"
CONTINUOUS URETHANE SEALANT
CONTINUOUS URETHANE SEALANT
METAL COUNTER FLASHING
TERMINATION BAR TO SECURE ROOFING MEMBRANE
3'-0"+/-ABOVE CANOPY
STUCCO FINISH
GRACE ULTRA ICE & SHIELD
SECURED TO 5/8" EXTERIOR
GYP ROCK
5/8" EXTERIOR GYP ROCK
REFER TO STRUCTURAL FOR BEAM
AND CONNECTION
GUTTER TO BE INSTALLED
STANDING SEAM METAL ROOF
REFER TO STRUCTURAL
FOR CONNECTION
REFER TO STRUCTURAL
FOR PURLINS AND CHANNEL
ENTRY CANOPY,
REFER TO STRUCTURAL FOR
ATTACHMENT TO BUILDING AND
T.O.J HEIGHT
ROOFING MEMBRANE
MID PARAPET
22' -4"
8
PRE FINISHED GALVANIZED CAP FLASHING
WOLMANIZED 2X BLOCKING
CONTINUOUS URETHANE SEALANTCONTINUOUS URETHANE SEALANT
8
TPO ROOF MEMBRANE
TERMINATION BAR
TO SECURE TPO
MEMBRANE
(MIN. 12" UP PARAPET)
FLASHING INSTALLED
OVER
TERMINATION BAR
COUNTER FLASHING
CONTINUOUS SEALANT
CONTINUOUS
SEALANT
CASTILLO
& Associates
SHEET NO.
SHEET DESCRIPTION
REVISIONS
DESIGNERS
SAN ANTONIO, TEXAS 78240
Ph. 210/828-5560
PLANNERS
Fax 210/826-5222
7272 WURZBACH SUITE 402
DATE ISSUED
PROJECT NAME:
OWNERS:
AS PER CITY PLANNING
REMOVE ALL INTER.
ELEVATIONS. 6-17-2022
A302
10/11/2021
BUILDING SECTIONS
Health Texas Medical
Group
HealthTexas Schertz
Clinic
2961 Mossrock
San Antonio, TX.
78230
650
FM 3009
Roy Richards Dr.
Schertz, TX. 78154
3/16" = 1'-0"1 BUILDING SECTION EAST / WEST 2
1" = 1'-0"2 PARAPET DETAIL
3" = 1'-0"5 FLASHING DETAIL AT CANOPY AND WALL
3" = 1'-0"3 TYPICAL CAP FLASHING DETAIL
3" = 1'-0"4 TYPICAL ROOF MEMBRANE TERMINATION
REFER TO STRUCTURAL SHEETS FOR ALL STURUCTURAL
ELEMENTS TO INCLUDE BUT NOT LIMITED TO COLUMNS,
BEAMS, JOIST, CONNECTIONS, MASONRY LUG, SIZING AND
DIMENSIONS.
12-02-2021
1
1
10/13/2022 1:05:19 PM
Ap Certified By:
Samuel Haas, Planner
Planning and Community Development
11/09/2022 3:57:17 PM
Ap Approved By:
Samuel Haas, Planner
Planning & Community Development
CU
R
B
GU
T
T
E
R
NO PARKING
RO
Y
R
I
C
H
A
R
D
D
R
I
V
E
ML
3
DW
3
DW
3
ML
3
SL
3
SL
3
SL
3
DW
2
ML
1 ROP
3
SG
3
LMY
3
SL
3
LMY
3
ROP
3
DW
1 SG
3
PAC
13
RRZ
19
PAC
14
ROP
5
DW
1
SG
5
LMY
3
ROP
4
DW
3
LMY
3
SG
3
SL
5
LMY
3
SG
3
ROP
3
ROP
3
ML
3
LMY
3
ROP
1
LMY
2 SG
3
MCR
3
CAP
1
SS
SS
MCR
3
SG
3
ROP
3
TS
1
SL
3
MCR
3
SG
3
ROP
3
TS
1
CAP
1
MCR
3
ROP
3
SL
3
SG
3
CAP
1
TS
1
MCR
1ROP
3
SG
3
ML
2
SL
3
ML
2
LMY
3 ROP
3
DW
1
SG
3
SL
3
SG
6
LMY
3
ROP
3
QL QL
QL QL
QL QL
QV
QV
QV
QV
QV
UC
UC
UC
UC
UC
UC
PM
PM
PM
PM
PM
UC
UC
LMY
5 RRZ
12
DW
3
SG
6
SL
5
DW
3
ROP
4
LMY
5
ROP
1
UC
SG
3
PROPOSED BUILDING
RRZ
19
PAC
15
PAC
13
LMY
6 ROP
5
ROP
3 DW
1
ML
1
SG
3
SL
3
SL
2
SG
3
DW
1
LMY
3
ROP
3
ML
1
ROP
1
SG
3
LMY
2
SL
3
DW
1
SG
3
VICINITY MAP (N.T.S.)
0 8'16'
Scale: 1/16" = 1'-0"
Sheet Number:
Sheet Title:
Issue Date:
June 22, 2022
PROJECT NUMBER
LANDSCAPEPLANTINGPLAN
L1.0
H O R I Z O N
DESIGN and DEVELOPMENT
PLANNING LANDSCAPE ARCHITECTURE
DEVELOPMENT CONSULTING
14607 San Pedro Ave., Suite 200
San Antonio, Texas 78232
210.831.8564 jrobinson@horizondesign-sa.com
OWNER
PROJECT
Harper 2006 FamilyPartnership, Ltd.
18756 Stone Oak Parkway, St. 301San Antonio, TX 78258
2021-272
32'
REVISIONS
Drawn By: jv
Checked By:jr
Health TexasSchertz Clinic
650 FM 3009 ROY RICHARDDR., Schertz, TX 78154
I H
ISRONSTEN
C
CT
T
E
SA
O
ET
S
T
A
I
REG
52
OF
37
ET X
R
LDRE CAANDS
B
EP
A
J
O
N
The user of this file agrees to
assume all responsibility for any
modifications to or use of this
drawing file that is inconsistent
with the requirements of the
Rules and Regulations of the
Texas Board of Architectural
Examiners. No person may
make any modifications to this
electronic drawing file without
the Landscape Architect's
express written permission.
1.City Comments 6/22/22
2.City Comments 8/17/22
LANDSCAPE ORDINANCE COMPLIANCE
1.LANDSCAPE AREA REQUIRED
TOTAL SITE AREA:73,639 SF
x 20% = TOTAL LANDSCAPE AREA REQUIRED:14,727.8 SF
TOTAL LANDSCAPE PROVIDED:16,790 SF (22.8%)
TOTAL TREES REQUIRED:
(9) TREES PER ACRE = TOTAL TREES REQUIRED:16 TREES
TOTAL TREES PROVIDED:25 TREES
2.FRONT YARD LANDSCAPE AREA REQUIRED
TOTAL LANDSCAPE REQUIRED (14,727.8 SF)
x 40% = TOTAL FRONT YARD LANDSCAPE REQUIRED:5891.1 SF
FRONT YARD LANDSCAPE PROVIDED:5968 SF (40.5%)
3.INTERIOR LANDSCAPE AREA REQUIRED
TOTAL PARKING LOT AREA (27,678 SF)
x 10% = TOTAL PARKING LOT LANDSCAPE REQUIRED:2,767.8 SF
PARKING LOT LANDSCAPE PROVIDED:3428 SF (12.4%)
PARKING LOT TREES REQUIRED:7 TREES
PARKING LOT TREES PROVIDED:14 TREES
4.PARKING LOT SCREENING
PROVIDED AS REQUIRED
5.PERIMETER LANDSCAPING
LF FM 3009 (150 LF)
/ 20 LF = TOTAL REQUIRED PERIMETER TREES ALONG FM 3009:10 TREES
TOTAL TREES PROVIDED:10 TREES
6.MULTI-FAMILY / RESIDENTIAL BUFFER
NOT APPLICABLE.
7.IRRIGATION
ALL NEW LANDSCAPE WILL BE WATERED BY AN AUTOMATIC
UNDERGROUND IRRIGATION SYSTEM.
SHRUBS
SIZE = CALIPER OR SPREAD
TREES
SCIENTIFIC NAME
PLANT SCHEDULE
SYM.COMMON NAME HGT.SIZE CONDITION REMARKS
Lantana montevidensis 'New Gold'LMY 'NEW GOLD' LANTANA 1 GAL.PERENNIAL / PLANT AT 30" O.C.
GROUNDCOVERS AND GRASSES
Salvia greggiiSG RED SALVIA 3 GAL.EVERGREEN / PLANT AT 30" O.C.
1 GAL.PROSTRATE ROSEMARY EVERGREEN / PLANT @ 24" O.C.ROP Rosmarinus officianallis 'Prostrata'
Rosa 'Radrazz'RRZ 'RADRAZZ' KNOCK-OUT ROSE 5 GAL.EVERGREEN / PLANT AT 3'-0" O.C.
Plumbago auriculata 'Capensis'PAC CAPE PLUMBAGO 5 GAL.EVERGREEN / PLANT AT 3'-0" O.C.
5 GAL.ESPERANZATSTecoma stans ACCENT / PLANT AS SHOWN
QL Quercus laceyi LACY OAK DECIDUOUS / SINGLE STEM-B and B2.5" CAL.
Salvia leucanthaSL MEXICAN BUSH SAGE 5 GAL.EVERGREEN / PLANT AT 3'-0" O.C.
DECOMPOSED GRANITE APPLY TO 3" COMPACTED DEPTH OVER SUBGRADE W/ GEO-TEXTILE WEED
BARRIER AND PRE-EMERGENT HERBICIDE. FILL UNDER ADJACENT SHRUBS.
QV Quercus virginiana LIVE OAK EVERGREEN / SINGLE STEM-B and B3" CAL.
'419' HYBRID BERMUDAGRASS SOLID SOD SEE SPECIFICATIONSCynodon dactylon '419'
UC Ulmus crassifolia CEDAR ELM DECIDUOUS / SINGLE STEM-B and B3" CAL.
3" - 4" 'TEXAS BLEND' RIVER ROCK APPLY TO 4" DEPTH OVER COMPACTED SUBGRADE W/ GEO-TEXTILE WEED
BARRIER AND PRE-EMERGENT HERBICIDE. FILL UNDER ADJACENT SHRUBS.
PM Platanus mexicana MEXICAN SYCAMORE DECIDUOUS / SINGLE STEM-B and B3" CAL.
-
-
-
-
-
-
-
-
-
-
Dasylirion wheeleriDW SOTOL 5 GAL.ACCENT / PLANT AT AS SHOWN-
SS Sophora secundiflora MOUNTAIN LAUREL EVERGREEN / MULTI-TRUNKEDB and B-
5 GAL.RED BIRD OF PARADISECAPCaesalpina pulcherrima ACCENT / PLANT AS SHOWN-
5 GAL.DEER GRASSMLMuhlenbergia lindheimeri ACCENT / PLANT AS SHOWN-
GENERAL NOTES:
1.REFER TO SPECIFICATIONS FOR ALL CONTRACT PLANTING.
2.INSTALL APPROVED IMPORTED PLANTING MIX TO MIN. DEPTH OF 6" IN ALL AREAS SCHEDULED AS LANDSCAPE PLANTING AREAS.
3.INSTALL APPROVED IMPORTED TOPSOIL TO 4" DEPTH IN ALL TURFGRASS AREAS.
4.CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL QUANTITIES IN THE FIELD PRIOR TO INSTALLATION AND MUST REPORT ANY
DEVIATION IN SITE CONDITIONS TO THE LANDSCAPE ARCHITECT BEFORE PROCEEDING WITH WORK IN THE AFFECTED AREA.
5.WHERE SHOWN ON THESE PLANS, UTILITY INFORMATION IS PROVIDED FOR REFERENCE ONLY. REF. CIVIL AND MEP PLANS FOR
ALL UTILITY INFORMATION.
6.VERIFY LOCATION AND DEPTH OF ALL EXISTING AND PROPOSED UTITILIES PRIOR TO ANY EXCAVATION. IN THE EVENT
POTENTIAL CONFLICT(S) OCCUR BETWEEN UTILITIES AND LANDSCAPE IMPROVEMENTS, IMMEDIATELY CEASE WORK IN THE
AFFECTED AREA, REPORT THE CONFLICT(S) TO THE OWNER'S REPRESENTATIVE, AND DO NOT PROCEED UNTIL RECEIPT OF
SPECIFIC WRITTEN DIRECTION.
URBAN DEER NOTES:
1.AT THE TIME THESE DOCUMENTS WERE PREPARED THE LANDSCAPE ARCHITECT WAS NOT AWARE OF A LOCAL URBAN DEER
POPULATION.
2.IN THE EVENT AN URBAN DEER POPULATION IS DISCOVERED, CONTRACTOR IS SOLELY RESPONSIBLE FOR PROTECTING ALL
NEWLY-INSTALLED PLANTS THROUGH THE 30-DAY MAINTENANCE PERIOD.
3.APPLY "LIQUID FENCE" (OR APPROVED EQUAL) TO ALL PLANTS AS NEEDED TO DISCOURAGE BROWSING BY DEER.
4.ANY NEWLY-INSTALLED PLANTS EATEN OR BROWSED BY DEER PRIOR TO THE EXPIRATION OF THE 30-DAY MAINTENANCE
PERIOD SHALL BE REPLACED BY THE CONTRACTOR AT NO COST TO THE OWNER.
OVERHEAD ELECTRIC NOTES:
1.ALL PROPOSED LARGE SPECIES TREES (AS DEFINED BY THE UNIFIED DEVELOPMENT CODE IN EFFECT HEREOF) SHALL BE
PLANTED NO CLOSER THAN 20' TO ALL OVERHEAD ELECTRIC UTILITY LINES.
2.CONTRACTOR IS SOLELY RESPONSIBLE FOR FIELD LOCATING ALL OVERHEAD ELECTRIC UTILITY LINES AND ENSURING THAT NO
LARGE SPECIES TREES ARE PLANTED WITHIN 20' OF ANY OVERHEAD ELECTRIC UTILITY LINES.
3.WHERE CITY INSPECTORS FIND ANY PROPOSED LARGE SPECIES TREES TO BE IN VIOLATION OF PROXIMITY TO OVERHEAD
ELECTRIC UTILITY LINES, THE CONTRACTOR SHALL RELOCATE TREES AT NO ADDITIONAL COST TO THE OWNER.
TEMPORARY IRRIGATION NOTES:
1.PROVIDE TEMPORARY IRRIGATION TO SODDED OR SEEDED AREAS WHERE SHOWN ON PLAN AND
NOT SCHEDULED TO RECEIVE PERMANENT IRRIGATION.
2.WHERE TEMPORARY IRRIGATION IS REQUIRED, PROVIDE TEMPORARY IRRIGATION FOR A MIN.
PERIOD OF 60 DAYS OR UNTIL A GRASS STAND IS FULLY ESTABLISHED (AS DETERMINED SOLELY
BY THE OWNER'S REPRESENTATIVE).
BACKFILL W/ PLANT MIX
PER SPECIFICATIONS BOTTOM OF PLANT PIT
ROUGHEN SIDES AND
ROOTBALL
2X WIDTH OF
FINISH GRADE
ARBOR-TIE TREE GUYS
NEW TREE
OF TREE - TOP WITH 4" MULCH
6" DEEP PLANT MIX RING @ BASE
INSTALL IN UNDISTURBED
SOIL OUTSIDE PLANT PIT
MIN. (2) 4'-0" STAKES
1/8" = 1'-0"
NEW TREES
TREE PLANTING DETAIL
12
"
MI
N
.
6"
12"12"
1/8" = 1'-0"
NEW SHRUBS
SHRUB PLANTING DETAIL
BARK MULCH TO 2" - 3" DEPTH
IF SHRUB IS B&B, THEN
REMOVE BURLAP & ROPE
FROM TOP 1/3 OF ROOT BALL .
BACKFILL MATERIAL: PLANTING MIX
UNDISTURBED SUBSOIL
NEW SHRUB
1 GAL.'REGAL MIST' MUHLYMCRMuhlenbergia capillaris 'Regal Mist'ACCENT / PLANT AS SHOWN-
SITE
2.5" CAL.
2
2
2
2
2
11/09/2022 3:35:51 PM
Ap Approved By:
Samuel Haas, Planner
Planning & Community Development
Sheet Number:
Sheet Title:
Issue Date:
November 29, 2021
PROJECT NUMBER
LANDSCAPESPECIFICATIONS
L2.0
H O R I Z O N
DESIGN and DEVELOPMENT
PLANNING LANDSCAPE ARCHITECTURE
DEVELOPMENT CONSULTING
14607 San Pedro Ave., Suite 200
San Antonio, Texas 78232
210.831.8564 jrobinson@horizondesign-sa.com
OWNER
PROJECT
Harper 2006 FamilyPartnership, Ltd.
18756 Stone Oak Parkway, St. 301San Antonio, TX 78258
2021-272
REVISIONS
Drawn By: jv
Checked By:jr
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ISRONSTEN
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The user of this file agrees to
assume all responsibility for any
modifications to or use of this
drawing file that is inconsistent
with the requirements of the
Rules and Regulations of the
Texas Board of Architectural
Examiners. No person may
make any modifications to this
electronic drawing file without
the Landscape Architect's
express written permission.
PART 1 - GENERAL
1.1 Work Included
A.Place and spread topsoil and planting mix.
B.Install edging at planter areas.
C.Excavate and prepare plant pits.
D.Place plants in pits and backfill with planting mix.
E.Prune plants.
F.Apply mulch to planter areas.
G.Install solid sod, hydromulch, or seed mix.
H.Guarantee plants.
I.Inspect plants during the Guarantee Period.
1.2 Reference Standards
A.Nomenclature and size. All plants must be true to name and size in conformance with the following
standards:
B.American Joint Committee on Horticultural Nomenclature, 1942 ed. of Standardized Plant Names
(Mount Pleasant Press, J. Horace McFarland Co., Harrisburg PA)
C.American Standard of Nursery Stock, 1973 ed. (American Association of Nurserymen, Inc., Washington
DC)
1.3 Submittals
A.Submit weed control program in accordance with Sec. 01300
1.Indicate chemicals to be employed, manufacturer's printed instructions as to dilution and application,
solution strength, application method, rates, and frequency, and frequency of manual weeding.
2.Submit chemical manufacturer's written certificate that material proposed for use meets local, state, and
federal regulations for the type of material proposed and that the material is not toxic to humans and
animals if applied per the manufacturer's written instructions.
B.Submit topsoil sample (min. 1-gal. bag) in accordance with Sec. 01300
1.Indicate topsoil supplier source.
2.Provide laboratory test results indicating compliance w/ topsoil composition requirements.
C.Submit planting mix sample (min. 1-gal. bag) in accordance with Sec. 01300
1.Indicate planting mix supplier source.
2.Provide laboratory test results indicating compliance w/ planting mixl composition requirements
D.Submit bark mulch sample (min. 1-gal. bag) in accordance with Sec. 01300
1.Indicate bark mulch supplier source.
E.Submit decomposed granite sample (min. 1-gal. bag) in accordance with Sec. 01300
1.Indicate decomposed granite supplier source.
F.Submit irrigation system product data in accordance with Sec. 01300.
1.Provide manufacturers' cut sheets indicating compliance with all equipment specified in the Irrigation
Plans
1.4 Product Delivery, Storage, and Handling
D.Handle and store all materials in such a manner as to prevent damage.
1.5 Existing Conditions
A.Prior to commencement of work, investigate the site, locate and identify all existing underground utilities
that may conflict with the installation of the work described in the contract documents, and notify the Landscape
Architect of the conflict and do not proceed with construction in the affected area without specific direction.
B.Protect identified utilities from damage during installation.
1.6 Guarantee
A.All plants will be guaranteed against defects, including death and unsatisfactory growth, for a period of
12 months following the date of Substantial Completion. If replacement plants are installed, they will be
guaranteed for an additional 12 months following their installation.
1.7 Responsibilities of Owner and Contractor
A.The Contractor will provide monthly inspections of the project during construction and the guarantee
period and immediately provide to the Owner and the Landscape Architect a written report identifying any
irregularities which affect the guarantee.
B.The Contractor will monitor any construction, whether conducted by other trades or the Owner's
employees, adjacent to new and existing plants. The Contractor will identify and document any damage
to the plants and immediately notify the Landscape Architect of same. The Contractor will replace any
damaged plants at no expense to the Owner. Any reimbursement from other trades or contractors shall be the
sole responsibility of the Contractor.
C.The Contractor will remove and replace all dead plants.
D.The Contractor will ensure all plants are installed in an upright position and to proper finish grade and
will reset any plants not installed accordingly.
E.The Contractor will have the sole responsibility for ensuring that all plants are maintained and watered
adequately.
1.8 Final Inspection
A.At the conclusion of the guarantee period, the Landscape Architect will inspect the planting to assess the
final acceptance of the installation. Only plants that are alive and healthy will be accepted. The Contractor will
replace any plants that are dead or, in the sole opinion of the Landscape Architect, in an unhealthy or unsightly
condition or have lost their natural form due to dead or removed branches. The Contractor will bear the cost of
replacing any plants.
1.9 Quality Assurance
A.Before entering into a contract with any subcontractor, the General Contractor will investigate the
proposed subcontractor's reputation and ability to perform the work and determine whether the subcontractor is
stable, reputable, and skilled in this area of work. The General Contractor will require and review a minimum
of the following submittals:
1.Experience. The subcontractor will be a single firm specializing in landscape installation with a minimum
5 years documented experience. Documentation will demonstrate a minimum 10 installations of equal or
greater size. The subcontractor will furnish the name, address, and telephone number for both the General
Contractor and Owner on these projects, as well as the contract price, the company name under which the
work was performed, and completion date.
2.Personnel. The subcontractor will provide a list of the project manager and foreman proposed to
complete the work, their years of experience in the industry, any formal training, and years of service with the
current company. If a separate irrigation subcontractor is to be used, the same information will be provided.
3.Business Expertise. The subcontractor will submit a current audited financial statement, current
insurance certificate, contact information for their insurance company, bonding capacity and bonding company,
and contact information for their bonding company.
B.Should the subcontractor selected by the General Contractor default on the contract, fail to complete the
work in conformance with the Contract Documents, or enter into bankruptcy, the Owner will pay the Landscape
Architect as an additional service for any additional work occasioned by the subcontractor's default
PART 2 - PRODUCTS
2.1 Materials
A.Topsoil. Provided by the landscape subcontractor from local sources, sandy loam which is fertile,
friable, surface soil. Topsoil will be free of rocks, stones, subsoil, building debris, weeds, grass, clay lumps,
and other materials which would be detrimental to turfgrass growth. Topsoil composition will be not less than
7% nor more than 12% clay and not more than 12% silt.
B.Planting Mix. Plant mix composition will be 35% compost, 33% red sand, 16% composted topsoil, and
16% pine bark mulch.
C.Commercial Fertilizer. Complete fertilizer of neutral character, with some elements derived from organic
sources and containing available plant nutrients in the following percentages:
1.For trees and shrubs - Woodace Top Dress Special (20-4-11, 8 - 9 month formula) at a rate of 5 to 10
lbs. per 100 SF.
2.For lawns - Min. 1 lb. of actual nitrogen per 100 SF of lawn area, min. 4% phosphoric acid, and min. 2%
potassium. Provide nitrogen in a form that will be available to turfgrass during the initial period of growth and in
a minimum 50% organic form.
2.2 Plant Materials
A.The drawings contain a complete list of plant species, quantities, sizes, and other requirements. In the
event that discrepancies occur between the quantities of plants indicated on the plant list and as indicated on
the drawings, the plant quantities shown on the drawings will be given precedence.
B.No substitutions of plants will be permitted without express prior written authorization by the Landscape
Architect.
C.All plants will comply with state and federal inspection and diseases infestation laws.
D.All plants will be typical of their species or variety, with normal, well-developed branches and vigorous
root systems.
E.All plants will be healthy and vigorous, free from defects, disfiguration, knots, abrasions, sunscald,
diseases, insect eggs or larvae, borers, and all other forms of diseases or infestations.
F.All plants will be nursery stock. Any plants gathered from native stands must be kept under nursery
conditions for a minimum of 1 full growing season, must be free from all foreign plants and weeds, and must
meet all other requirements of the Contract Documents.
G.Container-grown plants must exhibit development of fibrous roots and have a root mass that will retain
its shape when removed from the container. Plants grown in smaller containers must have root growth
sufficient to reach the sides of the container. Root-bound container-grown plants will be rejected.
H.Container sizes of a large grade than listed in the American Standard for Nursery Stock (ASNS) shall be
determined by the volume of the root ball specified in the ASNS for plants of the same size.
I.All bare root plants must have a heavy, fibrous root system and dormant buds at the time of planting.
J.All plants must have average height and spread proportions and branching habit in accordance with the
appropriate sections of the ASNS.
K. All plants which have girdled roots, stem, or major branch, have deformities of the stem or major branch,
lack symmetrical growth habits, have dead or defoliated portions, or have any defect, injury, or conditions
which in the sole opinion of the Landscape Architect renders them unsuitable, will be rejected.
N.Plants stored under temporary conditions will be the responsibility of the Contractor and must be
protected at all times from extreme weather conditions by insulating the root balls with sawdust, soil, mulch, or
other approved measure. Plants stored on paved areas must be separated from the pavement with an
insulating layer.
O.Protecting stored plants from theft or vandalism will be the sole responsibility of the Contractor. Any
stolen plants will be replaced at no cost to the Owner.
2.3 Miscellaneous Materials
A.Mulch. Shredded native mulch applied to a depth of 4" beneath all new trees and 4" beneath all shrubs.
B.Stakes. Sound new hardwood, treated softwood, or redwood stakes, free of knot holes and other
defects, or metal stakes. Provide wire ties and guys of 2-strand, twisted, pliable galvanized iron wire, minimum
12-gauge, with zinc-coated turnbuckles. Provide minimum ½" diameter rubber or plastic hose, cut to required
lengths and of uniform color, material, and size, to protect tree trunks and branches from damage by wires. All
new trees are to be staked.
C.Anti-Dessicant: Emulsion type, film-forming agent designed to permit transpiration but retard excessive
loss of moisture from plants. Deliver in manufacturer's full identified containers and mix in accordance with
manufacturer's instructions.
D.Plastic trunk protectors: Provide ArborGard+, AG 9-4+ by Deep Root Partners, L.P. (or equal),
(1-800-458-7668) to protect new trees from damage by string trimmers and mowers.
PART 3 - EXECUTION
3.1 Inspection
A.Inspect existing site conditions and progress of other trades before commencing landscape installation.
B.Verify that construction has progressed to a point at which the landscape will not be adversely affected
by subsequent construction and that existing conditions are acceptable for landscape installation.
C.Report adverse conditions to the Landscape Architect and do not proceed with the work until adverse
conditions have been rectified.
D.Commencement of the landscape installation will constitute acceptance of the site conditions without
qualification.
3.2 Preparation of Subsoil
A.Inspect subsoil for the presence of objectionable materials such as rocks (2" diameter and greater),
concrete waste, building debris, weeds, grass, and other material that would be detrimental to the growth of
plants and turfgrass. Protect existing underground improvements from damage.
B.Cultivate the subsoil to a depth of 3" or, if the subsoil is compacted due to heavy equipment traffic or
storage, cultivate to a depth of 6".
3.3 Spreading Topsoil
A.See lawn installation for topsoil spreading procedures in turfgrass areas.
B.Spread topsoil and planting mix to required finish grades. Fill turfgrass areas with topsoil to a minimum
depth of 4."
C.Cultivate with a mechanical tiller to break up clods and cultivate by hand in inaccessible areas. Rake
until the surface is smooth.
D.Remove from the site any foreign or objectionable material collected during cultivation.
E.Grade to eliminate rough spots and low spots where ponding may occur, maintaining smooth and
uniform grades that will encourage positive drainage. Continue to grade the topsoil until it is firm and settled
with a smooth surface, watering, drying, and re-grading as necessary.
F.The landscape Contractor is solely responsible for ensuring positive drainage regardless of the condition
of the subgrade. If extreme pr objectionable conditions exist, notify the Landscape Architect before
proceeding.
G.Mix the specified soil amendments and fertilizers with topsoil at the specified rates. Do not mix fertilizers
unless planting will follow the spreading of topsoil or planting mix within 48 hours.
H.All planting areas must be prepared so that they remain free of debris and weeds until planting occurs.
I.Weed control in the planting areas will consist of killing all weeds and maintaining a weed-free condition
in accordance with the weed control program until completion of the project.
J.Protect adjacent plants from damage due to overspray of weed control chemicals.
3.4 Planting
A.The Contractor will begin planting when other work divisions such as topsoil spreading have progressed
sufficiently to permit planting.
B.Planting will occur where it is shown on the Contract Documents unless obstruction overhead or
underground are encountered or where changes in construction have been made. Prior to the excavation of
shrub or tree pits, the Contractor will locate and identify all underground utility lines, electrical cables,
irrigation lines, and conduits. If such obstructions are found, promptly notify the
Landscape Architect and do not proceed without clear direction.
C.No planting pits will be excavated until the proposed locations and plant sizes have been reviewed and
approved by the Landscape Architect. Each plant will be planted in an individual pit dug with straight vertical
sides. All plants will be set such that their original soil level is equal to the ultimate finish grade. No filling will
be done around the trunks and stems. All ropes, wires, staves, etc., will be removed from the sides and top of
the root ball and removed from the pit before filling. Burlap will be properly cut and removed from the sides of
the root ball. When a depth is specified for the plant pit, it will be construed as the depth below adjacent finish
grade. Excess excavation from plant pits shall be either used elsewhere or removed from the site entirely.
D.The Landscape Architect will review and approve the location and orientation of all plants prior to
excavation of their pits. All trees will be planted in pits a minimum 24" greater in diameter than the container
size or spread of their roots. In the event that solid rock is encountered in the bottom of the pit, break up and
loosen the sides and bottom of the pit so that water will drain effectively. The pit will be a minimum of 9"
deeper than the depth of the root ball and will have a crown from the middle to the sides in order to direct
drainage away from the root ball. Place planting mix in the bottom of the pit and tamp down to prevent settling.
Backfill the pits with planting mix in layers no greater than 9" and tamp down to avoid settling. Provide enough
planting mix to bring to finish grade and form a saucer with a minimum 4" lip around the perimeter of the tree's
root ball so water will pond and soak into the root ball.
E.Stake trees immediately after planting, then remove the stakes after one (1) year.
F.If deciduous trees are planted in full-leaf, spray with anti-dessicant to provide an adequate film over the
trunk, branches, stems, and foliage.
G.Shrubs will be planted in pits a minimum of 12" greater in width than the diameter of the root ball or
container. In the event that solid rock is encountered in the bottom of the pit, break up and loosen the sides
and bottom of the pit so that water will drain effectively. The depth of the pit will be sufficient to accommodate
the root ball and to set the plant at finish grade. Backfill the pit with planting mix, tamp down and settle
thoroughly, bring to finish grade, and form a slight saucer to hold additional water and soak the root ball. After
planting has been approved, apply bark mulch to a depth of 2" around all plants in the planting area..
H.All ground cover material will be planted as follows:
1.One gallon material will be planted the same as one gallon shrubs.
2.4" pot material will be planted in pits the same size as or larger than the root system, then firmly tamped
by hand and watered in using a fine spray.
3.Where settlement occurs, backfill with additional planting mix to cover exposed roots and to bring to
finish grade.
4.After planting has been reviewed and approved, apply decomposed granite to a compacted depth of 2".
5.Thoroughly water each plant using a root stimulator solution (Green Light or equal) mixed according to
the manufacturer's recommendations.
6.Neatly prune and/or clip each plant as necessary to preserve the natural character. Conduct all pruning
with sharp, clean tools and clip bruised or broken branches with a clean cut. Paint pruning cuts 2" in diameter
and larger with an approved tree wound paint.
7.Apply water as required to keep the mulch damp at all times during germination and initial growth period
or as directed by the Landscape Architect.
3.5 Lawn Installation
A.Do not commence lawn installation until after the irrigation system has been completely installed and is
operational.
B.Do not commence any lawn installation until the Landscape Architect has reviewed and approved all
areas prepared for sodding.
3.6 Sodded Lawns
A.Prior to spreading topsoil and in all areas to receive lawn, cultivate the subsoil to a minimum depth of 4".
Cultivation may be conducted by disc, spring tooth harrow, rototiller, or similar mechanical means, and should
be done in a direction perpendicular to the natural flow of water.
B.After the topsoil has been spread, mechanically till the area to a depth of 4", then roll rake and drag to
remove all large clods, rocks, debris, and litter over 1" in diameter. Dispose of clutter at an off-site location.
C.Using a lightweight, water-filled roller, roll the raked topsoil in two (2) opposite directions.
D.Rake the rolled topsoil to a smooth, level surface, removing ridges and filling depressions. Remove all
remaining rocks and debris over 1" in diameter.
E.Hold the finish grade 1-1/2" below adjacent curbs, sidewalks, paving, and other hard surfaces.
F.Apply the fertilizer at a rate of 2 lbs. per 1000 SF.
G.Rake the fertilizer into the surface soil at a depth of ½" to 1".
H.Roll the fertilized topsoil in one (1) direction, water lightly of the surface soil is dry, then allow to dry.
I.Lay the sod within 24 hours of stripping. Working from plywood boards to avoid disturbing the topsoil or
sod, but the ends and sides of sod strips without overlapping, stagger strips to offset joints in adjacent courses,
and tamp or roll lightly to ensure good contact with the surface soil. Sift topsoil into minor cracks between sod
pieces, then remove excess from the top. Do not lay dormant sod.
3.7 Cultivation and Cleanup
A.Upon completion of the planting, all excess material shall be removed and disposed of at a location
off-site. Bring the finish grade in planter areas to a uniform grade, 1-1/2" below all adjacent paving or hard
surfaces. Loosen the soil surrounding each individual plant to a distance of three (3) feet around each new
tree and large shrub and 12" around each new small shrub and ground cover.
3.8 Maintenance and Restoration
A.The Contractor will ensure adequate and proper care of all plants and work done on this project until
final acceptance, but in no case less than 30 days following
Substantial Completion. This will include keeping all plants in a healthy growing
condition by watering, cultivating, pruning, and spraying, keeping the planting areas free from insect infestation,
weeds and grass, litter, and debris, and retaining the finish grade in a neat and uniform manner. Plant crowns,
runners, and branches will be kept free of mulch at all times.
B.Protect all lawn areas from vehicle and pedestrian traffic.
C.Repair all sod areas damaged by any cause prior to final acceptance.
D.The lawn establishment period will begin immediately after the lawn planting area has been accepted by
the Landscape Architect, will extend for a minimum of 30 days or until the end of the contract, and will consist
of caring for all lawn areas within the project limits of work.
E.During the lawn establishment period, the Contractor will be responsible for ensuring healthy growth of
the turfgrass. This responsibility includes all labor and materials necessary keep the project in a presentable
condition, including, but not limited to, litter removal, mowing, trimming, weed control, removal of grass clipping,
edging, and any necessary re-sodding and repair.
F.During the lawn establishment period the Contractor will as often as conditions dictate mow the turfgrass
to a cutting height of 1-1/2". The turfgrass shall never exceed 3" in height and all clipping will be removed from
the site.
G.During the months of March through September, the Contractor will edge at least once every month or
as directed by the Landscape Architect.
H.During the months of March through September, the Contractor will apply water to sodded areas at an
even rate of 1" of water per week, although the Landscape Architect may change this rate as conditions
warrant.
I.Final acceptance of the lawn areas will be based on he presence of a uniform stand of grass at a
uniform grade at the time of final inspection. Areas 24" square and large that are bare, have a poor stand of
grass, or have an finish grade that is not uniform will be at the Contractor's expense re-graded, re-sodded, and
fertilized as specified herein.
J.Upon completion of the initial planting, the Landscape Architect will make an inspection of all plantings
and notify the Contractor in writing of any replacements or corrective actions necessary to meet the provisions
of the Contract Documents. The Contract will then replace all the rejected or missing plants and perform the
specified corrective measures.
K.All replacement plants will be of the same species, size, and quality. All rejected plants will be replaced
within 30 days of notification.
3.9 Acceptance
A.Upon receipt of a written request from the Contractor at least seven (7) prior, the Landscape Architect
will inspect the planting and maintenance to determine its completion and the beginning of the guarantee
period. All plants must be alive and healthy in order for the installation to be considered complete. Where
inspected work does not comply with the requirements of the Contract Documents, replace rejected work and
continue to perform the specified maintenance until the Landscape Architect re-inspects the work and finds it
acceptable. Remove rejected plants and materials from the site.
END OF SECTION
L.Balled and burlapped plants must have a solid ball of earth of minimum specified size held securely in
place by burlap and stout rope. Oversized or exceptionally heavy plants will be accepted provided the size of
the root ball or spread of the roots is increased proportionally. Root balls must be tight, unbroken, and free of
weed or foreign plant growth. Root balls shall have the following depth-to-diameter ratios: root ball diameters
of less than 20" = minimum depth of 75% of the diameter; root ball diameters of 20" to 30" = minimum depth of
2/3 of the diameter; root ball diameters over 30" = minimum depth of 60% of the diameter.
M.Plants delivered as a single unit of 25 or less of the same size, species, and variety must be clearly
marked and tagged. Plants delivered in large quantities of more than 25 must be segregated as to variety,
grade, and size, and 1 plant in each 25 plants, or fraction thereof, of each size, species, and variety, must be
tagged.
J.On slopes in excess of 20% (5:1), anchor sod with wooden stakes.
K.Water sod thoroughly with a fine spray immediately after application.
L.Erect a barrier of stakes and ropes around the perimeter of the sodded areas and post warning signs to
deter foot traffic.
M.Water as necessary to keep the sod damp at all times through germination and initial growth period.
Health TexasSchertz Clinic
650 FM 3009 ROY RICHARDDR., Schertz, TX 78154
10/13/2022 1:01:46 PM
Ap Certified By:
Samuel Haas, Planner
Planning and Community Development