Drawings Set 2 of 2 RFCSP 2526.11-002 Rakow MS Parking Lot Addition - Addendum No 1

Project Information

Bid Title
Drawings Set 2 of 2 RFCSP 2526.11-002 Rakow MS Parking Lot Addition - Addendum No 1
Issuing Agency
Rockwall Independent School District
Location
Texas
Published Date
Nov 12, 2025
Closing Date
Dec 4, 2025
Government Level
State & Local
Status
Closed
Original Source
Join to Access Full Details
Bid Inquiries
Join to Access Full Details
Bid Documents
Join to Access Full Details
Attachment Preview
ADDENDUM NUMBER 1 TO RFCSP 2526.11-002
Rakow MS Parking Lot Addition
To: All Interested Parties
Date: November 12, 2025
From: Jana Hunter, MBA, RTSBA
Director of Purchasing
Re: Request for Competitive Sealed Proposals
The District published RFCSP 2526.11-002 on November 7, 2025. Please see pages that follow, as issued by
Corgan.
1|Page
Addendum Summary
22286.0000 – RISD URSULA RAKOW MS PARKING LOT ADDITION
Date: 11/5/2025
To:
CONTRACT DOCUMENTS
URSULA RAKOW MS PARKING LOT ADDITION
FOR ROCKWALL INDEPENDENT SCHOOL DISTRICT
Addendum: 001
Prepared By: Paige Russell
This addendum contains changes to the requirements of the contract drawings and/or project manual.
Such changes shall be incorporated into the contract documents and shall apply to the work with the same
meaning and force as if they had been included in the original documents. Wherever this addendum
modifies a portion of the paragraph of project manual or any portion of the drawing, the remainder of the
paragraph of drawing affected shall remain in force.
The conditions of the basic project manual shall govern all work described in this addendum. Wherever the
conditions of work and the quality of quantity of materials or workmanship are not fully described in this
Addendum, the conditions of work, etc. included in the basic project manual for similar items of work shall
apply to the work described in this addendum.
The “Conditions of the Contract” apply to all work described in this Addendum. The following changes shall
be and are hereby made:
Summary of Revisions
DRAWING REVISIONS:
CIVIL:
ITEM NO. 1.00 – SHEET C03.04 – SE DETAILED SITE PLAN
• Add ADA pedestrian ramp near kitchen entrance.
ITEM NO. 1.01 – SHEET C06.01 – SOUTH PAVING PLAN
• Add ADA pedestrian ramp near kitchen entrance.
LANDSCAPE:
ITEM NO. 1.02 – SHEET L1 – LANDSCAPE PLAN
• New sheet in its entirety.
Page 1 of 2
Corgan Internal File Location: \\corganone.com\Projects\Dallas\22286\0100\E-Output\02-Issued Documents\Construction Documents\Addendum 01\RISD - MS#4
Parking - Addendum 01 Summary.docx
ITEM NO. 1.03 – SHEET L2 – LANDSCAPE DETAILS
• New sheet in its entirety.
ITEM NO. 1.04 – SHEET LI1 – OVERALL IRRIGATION PLAN
• New sheet in its entirety.
ITEM NO. 1.05 - SHEET LI2 – IRRIGATION PLAN
• New sheet in its entirety.
ITEM NO. 1.06 – SHEET LI3 – IRRIGATION DETAILS
• New sheet in its entirety.
End of Addendum Summary
Please review this information and advise writer of any corrections, misunderstandings, or additions within 3 business days.
Page 2 of 2
Corgan Internal File Location: \\corganone.com\Projects\Dallas\22286\0100\E-Output\02-Issued Documents\Construction Documents\Addendum 01\RISD - MS#4
Parking - Addendum 01 Summary.docx
15.0'
ST
CLASSROOM
C107
818 SF
CLASSROOM
C108
804 SF
CLASSROOM
C109
809 SF
ST
CLASSROOM
B111
809 SF
CLASSROOM
B110
804 SF
CLASSROOM
B109
818 SF
ST
CLASSROOM
A111
806 SF
CLASSROOM
A110
802 SF
CLASSROOM
A109
818 SF
5.3'
TABLE TOP
CROSSING
12.0'
12.0'
12' RAMP
26' FIRE LANE (TYP)
TABLE TOP
CROSSING
12.0'
12.0'
PROP
FH
4.0'
SUBJECT AREA
SCORE BOARD
STACKING LANE
DROP OFF
ZONE
2.0%
LANDING
CLASSROOM
C106
798 SF
CLASSROOM
C105
797 SF
COLLABORATION
C100
1415 SF
TEACHER
CONCRETE WORK RM.
C110
279 SF
SIDEWALK
STORAGE
C110A
90 SF
IDF
C111
79 SF
ELEC
C112
172 SF
WATER
HEATER
C113
89 SF
STAFF RR
C114
72 SF
CLASSROOM
C102
799 SF
GIRLS RR
C104
158 SF
BOYS RR
C103
161 SF
ST
ST
ART STUDIO
C101
880 SF
KILN
STOR
ART STUDIO
COLLABORATION
B100
1428 SF
WATER
HEATER
B112
90 SF
STAFF RR
B113
73 SF
ELEC
B114
182 SF
STORAGE
B116A
90 SF
IDF
B115
81 SF
TEACHER
WORK RM.
B116
278 SF
GIRLS RR
B106
158 SF
BOYS RR
B105
161 SF
AP
SECRETARY
B103
153 SF
AP OFFICE
B103A
191 SF
AP CONF.
B104
452 SF
CLASSROOM
B108
792 SF
ST
ST
ST
CLASSROOM
B107
790 SF
W/D
B101A
43 SF
DYSLEXIA
B102
750 SF
ACE RM
B101
785 SF
KITCHEN
STOR
B101C
71 SF
RR
B101D
82 SF
MOTOR LAB
A103
584 SF
RR
A103B
84 SF
STORAGE
A103A
72 SF
FLEX OFF. FLEX OFF.
A102
A101
78 SF
78 SF
COLLABORATION
A100
1421 SF
WATER
STAFF RR
HEATER
A113
A112
74 SF
GIRLS RR
88 SF
CONCRETE A106
157 SF
ELEC
SIDEWALK A114
179 SF
STORAGE
A116A
89 SF
IDF
A115
82 SF
BOYS RR
A105
157 SF
TEACHER
WORK RM.
A116
279 SF
CLASSROOM
A104
803 SF
CLASSROOM
A108
798 SF
CLASSROOM
A107
806 SF
ST
ST
ST
ST
ST
INSTALL 18 LF OF
8" FRENCH DRAIN LINE
ON 0.50% GRADE (PRIVATE)
ST
UFG -1'-0"
FL 8" 554.00
- 0'- 6" SG
UFG -1'-6"
FL 8" 594.70
- 0'- 6" SG
UFG -1'-0"
FL 8" 595.00
CTE -
ROBOTCS
E114
986 SF
ART STUDIO
E113
908 SF
BROADCAST
E112
725 SF
STOR
E113A
99 SF
WORK RM
E100B
147 SF
OFFICE
E100A
118 SF
FD
FD
ST
MEDIA
CENTER
E100
4844 SF
ROCKWALL MIDDLE
RR
IDF
ELEC
E100C
E110
E111
NO. 4 ADDITION 100SF
81 SF
136 SF
LOT 1,COUNSEL BLOCK A
FILES
COUNSELOR
E105
49.751 ACRES E106
156 SF
141 SF
DECOMP.
COUNSELOR
E107
E104
53 SF
149 SF
DECOMP.
E108
RECORDS
53 SF
E103
142 SF
COUNSELOR
E109
150 SF
COUNSEL
RECEPTION
E101
307 SF
CONFERENCE
E102
329 SF
CAFETORIUM
D100
5973 SF
NEW MIDDLE SCHOOL
188,000 SF
UP
WORK ROOM
FF 597.00 CHAIR
STORAGE
D125A
D126
269 SF
309 SF
TWO STORY TEACHER
BREAK AREA
D125
605 SF
DIAGNOSTICIAN
D124
269 SF
35' HT. COSTUME
D122A
200 SF
PLATFORM
D127
1460 SF
FULLY SPRINKLED BUILDING
BASE RM
D120
984 SF
SPEECH
D121
419 SF
THEATER
D122
980 SF
STAGE
STORAGE
D127A
206 SF
THEATER
STORAGE
D123
560 SF
LOBBY
G001
694 SF
CONCESSIONS
FAMILY RR
T BOYS RR
OATHLETICS
NCORRIDOR
10' WIDE COMPETITION
GYM
G100
CONCRETE 10648 SF
T SIDEWALK
AC COMPETITION
R CONCRETE
CONT SIDEWALK
GYM
850 SEATS
IN
PRACTICE
GYM
G101
8760 SF
WOMENS RR
UNIFORM
STORAGE
G120
151 SF
CONCRETE
SIDEWALK ATHLETIC
STORAGE
G119
197 SF
WEIGHT RM
G117
1938 SF
CUSTODIAL
G118
71 SF
GYM
STORAGE
G100A
165 SF
IDF
G115
79 SF
FOOTBALL
STORAGE
G116
320 SF
ELECTRICAL
G114
192 SF
PE STORAGE
G101A
163 SF
GYM
STORAGE
G101B
161 SF
ATHLETIC
STORAGE
G108
203 SF
BOYS
FOOTBALL
LOCKER RM
G113
1623 SF
BOYS ATH RR
& SHOWERS
G112A
472 SF
10' WIDE BOYS
CONCRETE LAUNDRY
G111
213 SF
ATHLETIC
LOCKER
ROOM
G112
509 SF
SIDEWALK
CONTROL
ROOM
G106
96 SF
6" SOLID HDPE
FRENCH DRAIN LINECUSTODIAL
F109
66 SF
ON 0.50% GRADE
STAFF RR
F108A
L7O3CSKFER
ROOM
F108
2.0%
74 SF
LANDING
OFFICE
F107
97 SF
RECEIVING
F111
219 SF
UNIFORM
STORAGE
G107
154 SF
TRAINING
ROOM
G110
479 SF
BOYS PE
RESTROOM
F113A
132 SF
BOYS PE
LOCKER
ROOM
F113
221 SF
MAIN ELEC
F112
338 SF
CHEER/DRILL
LOCKER
ROOM
F114A
BRF 408 SF
RISER ROOM
G121
173 SF
GIRLS PE
LOCKER
ROOM
F114B
215 SF
GIRLS COACH
OFFICE
F115
284 SF
GIRLS
SHARED
RESTROOM
F114C
344 SF
ROOF ACCESS
F116
41 SF
GIRLS COACH
LOCKER/RR
F115A
183 SF
1
GIRLS ATH RR
& SHOWERS
F117A
406 SF
GIRLS
ATHLETIC
LOCKER RM
F117
1362 SF
BFR
SERVING
F100
1424 SF
KITCHEN
F101
1633 SF
COOLER
F106
123 SF
DUMPSTERS WITH
MASONRY SCREENING
WAREWASH
F102
267 SF
DRY STORAGE
F103
237 SF
FREEZER
F105
181 SF
ST
SUBJECT AREA
ST
ST
STORAGE
D136A
177 SF
LARGE
ENSEMBLE
VISITOR BUS AND D138
672 SF
OFFICE
D136B
CHOIR
121 SF
D136
SERVICE VEHICLE1602 SF
PRACTICE
ROOM
PRACTICE
ROOM
LARGE
PARKING PRACTICE
ROOM
D137
166 SF
BFR
ST
6" HDPE ON
0.50% GRADE
T
T
T
T
SRO
D107
102 SF
SECURITY
D107A
73 SF
PROCEDURE
D108D
100 SF
STOR
D108E
100 SF
ATTENDANCE
D101B
124 SF
RECEPTION
D101
615 SF
CLINIC
D108
406 SF
OFFICE
D108A
96 SF
ELEC
D109
101 SF
CUSTODIAL
D110
91 SF
MDF
D114
80 SF
RECEIVING
D112
66 SF
SUPPLY
STORAGE
D113
108 SF
RR
D101C
83 SF
TESTING
MATERIALS
RR
D108C
D111
240 SF
61 SF
ARTIFICIAL
STAFF TLT
D115
68 SF
OFFICE
D102
150 SF
CONF.
D101A
233 SF
TURF CLOSET
D104A
35 SF
SECRETARY
D103
146 SF
PRINCIPAL
D104
254 SF
ISS
D116
679 SF
CONF.
D105
294 SF
TECH.
WORKRM
D106
170 SF
FD
FD
PRACTICE
ROOM
D128
72 SF
PRACTICE
ROOM
D129
72 SF
PRACTICE
ROOM
D130
72 SF
ELEC
D131
78 SF
BAND
D133
2691 SF
4" PAINTED WHITE ENSEMBLE
D134
283 SF
STRIPE (TYP) STORAGE
OFFICE
D133A
D135A
120 SF
120 SF
OFFICE
D133B
201 SF
LIBRARY/
8 BIKE STORAGE
D135B
201 SF
RACKS
ORCHESTRA
D135
1961 SF
PERCUSSION
D133C
402 SF
LIBRARY
D133D
161 SF
15.7'
9' X 18'
PARKING
STALL (TYP)
11
18.5'
24.5'
GEN
60.0'
FD
ST
ST
FLAG FD
POLES
FD
10' WIDE
BFR
CONCRETE
SIDEWALK
BFR
DROP OFF
ZONE
BFR
OPEN TRAVEL LANE
199.6'
STRIPED
CROSS
WALK
26' FIRE LANE (TYP)
139.8'
39.2'
R10.0'
R15.0'
R77.0'
R15.0'
R15.0'
18.0'
R15.0'
R15.0'
R3.0'
10' W X 6' H DOUBLE
GATE W/ KNOX LOCK
11
12
12
10
CONC DRIVE TO FIELD FOR
1ST RESPONDERS
9' X 18'
PARKING
STALL (TYP)
R4.0'
R4.0'
85
9.0'
6
8.0'
6
9
R3.0'
8.0'
24.5'
18.5'
9
R3.0'
10
BFR
BFR
6' WIDE CONCRETE
SIDEWALK
(ADA ACCESS)
9' X 18'
PARKING
STALL (TYP)
4" PAINTED WHITE
STRIPE (TYP)
SCREENED
TRANSFORMER
YARD
SUBJECT AREA
PROPOSED
PRACTICE FIELD
CONTRACT 8' WIDE CONCRETE FLUME
PRACTICE FIELD
IN
W/ CURBS PER DETAIL
ON SHEET C05.50 / C1
NOT
27.0'
BFR
PRIVATE
85' DRAINAGE EASEMENT
(BY PLAT)
6
7
PAINT HC
SYMBOL
6
7
PAINT HC
SYMBOL
11
4" PAINTED WHITE
STRIPE (TYP)
11
9' X 18'
PARKING
11
STALL (TYP)
11
R3.0'
R10.0'
R3.0'
6' WIDE CONCRETE
SIDEWALK
(ADA ACCESS)
LOT 15
LOT 14
LOT 13
LOT 12
LOT 11
LOT 10
GENERAL SITE NOTES
1. STRIPING & SIGNAGE DIMENSIONS ARE FROM FACE OF CURB.
2. ALL FIRE LANES, PARKING STRIPING, HDCP PARKING STRIPING & SIGNAGE ARE TO BE IN
ACCORDANCE WITH CITY OF FATE REQUIREMENTS, TYP.
3. PRIOR TO ANY CONSTRUCTION THE CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH THE CONTRACT
DOCUMENTS AND SPECIFICATIONS, THE PLANS INCLUDING ALL NOTES, THE CITY OF FATE
SPECIFICATIONS AND ANY OTHER APPLICABLE STANDARDS OR SPECIFICATIONS RELEVANT TO THE
PROPER COMPLETION OF THE WORK SPECIFIED. FAILURE ON THE PART OF THE CONTRACTOR TO
FAMILIARIZE HIMSELF WITH ALL STANDARDS OR SPECIFICATIONS PERTAINING TO THIS WORK SHALL
IN NO WAY RELIEVE THE CONTRACTOR OF RESPONSIBILITY FOR PERFORMING THE WORK IN
ACCORDANCE WITH ALL SUCH APPLICABLE STANDARDS AND SPECIFICATIONS.
4. CONTRACTOR SHALL HAVE IN HIS POSSESSION, PRIOR TO CONSTRUCTION, ALL NECESSARY
PERMITS, LICENSES, ETC. CONTRACTOR SHALL HAVE AT LEAST ONE SET OF APPROVED
ENGINEERING PLANS AND SPECIFICATIONS ON-SITE AT ALL TIMES.
5. ALL WORK SHALL CONFORM TO THE CITY OF FATE SPECIFICATIONS, STANDARDS, AND DETAILS.
6. IF UNFORESEEN PROBLEMS OR CONFLICTS ARE ENCOUNTERED IN THE CONSTRUCTION, FOR WHICH
AN IMMEDIATE SOLUTION IS NOT APPARENT, THE ENGINEER AND OWNER SHALL BE NOTIFIED
IMMEDIATELY.
7. IT WILL BE THE RESPONSIBILITY OF EACH CONTRACTOR TO PROTECT ALL EXISTING PUBLIC AND
PRIVATE UTILITIES THROUGHOUT THE CONSTRUCTION OF THIS PROJECT. CONTRACTOR SHALL
CONTACT THE APPROPRIATE UTILITY COMPANIES FOR LINE LOCATIONS, PRIOR TO COMMENCEMENT
OF CONSTRUCTION AND SHALL ASSUME FULL LIABILITY TO THOSE COMPANIES FOR ANY DAMAGES
CAUSED TO THEIR FACILITIES.
8. CONTRACTORS SHALL BE RESPONSIBLE FOR FIELD LOCATING EXISTING UTILITIES AND
IMPROVEMENTS PRIOR TO CONSTRUCTION.
9. TRENCH SAFETY DESIGN WILL BE THE RESPONSIBILITY OF THE UTILITY CONTRACTOR. CONTRACTOR
SHALL SUBMIT DESIGN TO THE CITY OF FATE ENGINEERING DEPARTMENT FOR REVIEW.
10. MARK FIRE LANES TO THE CITY OF FATE SPECIFICATION. "NO PARKING FIRE LANE" EVERY 25' WHITE
4" LETTERS ON A 6" RED STRIPED BACKGROUND.
11. NO TREES ARE TO BE PLANTED WITHIN 5' OF ANY UTILITIES.
12. ADHERENCE TO ENGINEERING AND FIRE DEPARTMENT STANDARDS SHALL BE REQUIRED
CORGAN
Dallas, TX 75202
T: 214.748.2000
ISSUES
1 10/30/25 ISSUE FOR CONSTRUCTION
REVISIONS
1 11/05/25 ADDENDUM 01
N
0
20 40
80
Scale: 1"=40'
GLENN
ENGINEERING
TEXAS REGISTRATION #: F-303
PHONE (972) 717-5151
4500 FULLER DRIVE, SUITE 220
HUB #: 1752575193300
FAX (972) 717-2176
IRVING, TEXAS 75038
LOT 9
LOT 8
LOT 7
The seal appearing on this
document was authorized by
Mike Glenn, P.E. 35059, on
November 05, 2025
LOT 6
LOT 5
ONE
WAY
9' X 18'
PARKING
STALL (TYP)
SAW CUT REMOVE
ISLAND AND INFILL
WITH CONCRETE
ONE
WAY
STA. 0+85.26 LAT OS4A
SLOPING HEADWALL
EX. 30" RCP ON 2.86% SLOPE
Q100 = 22.40 cfs
FL 30" OUT = 569.08
100 YR HGL = 570.60
PAVING.
PAINT 1'-0" WIDE
WHITE STRIPE
"E2"
1.87 CFS
257.5'
350.0'
25' X 20' UTILITY
EASEMENT
(BY PLAT)
RIGHT TURN
LANE (ONLY)
ADD NO LEFT TURN
SIGN UNDER STOP SIGN.
(R3-18 36" X 36")
MONUMENT
SIGN
21.0'
21.0'
10.0'
EX.
FH
R30.0'
STRIPED
CROSS WALK
25' BUILDING SETBACK
15' LANDSCAPE EASEMENT
STRIPED
CROSS WALK
15' FARMERS ELECTRIC EASEMENT
BY THIS PLAT
R30.0'
16''
W
W
16''
W
W
16''
W
W
1410.98' 16''
W
W
16''
W
W
16''
W
W
16''
W
W
16''
W
W
16''
W
W
16''
W
W
16''
EX.
15' FARMERS ELECTRIC EASEMENT
BY PLAT
FH
W
W
16''
452.0'
W
W
16''
EX.
69.1'
FH
OVEREMFLEORWG/ESNPCILYLWAY
W
16''
W
W
16''
W
W
W
13.4'
68.7'
8' CITY SIDEWALK
PAINT 1'-0" WIDE
BFEXRISPTINEGR
CI1T6Y" WDATTELR. LINE
45'x45' VISIBILITY
TRIANGLE
15' FARMERS
ELECTRIC EASEMENT
VOL ?? PG. ??
8' CITY SIDEWALK
PAINT 1'-0" WIDE
WHITE STRIPE
BFR PER
CITY DTL.
45'x45' VISIBILITY
TRIANGLE
PAINT 1'-0" WIDE
WHITE STRIPE
8' CITY SIDEWALK
PRIVATE
1/2" IRF
WHITE STRIPE
LEFT TURN
100' DRAINAGE EASEMENT
100.0'
TRANSITION
350.0'
STORAGE
LANE
51.0'
1/2" IRF
(BY PLAT)
GETTYSBURG BOULEVARD
PAINT 1'-0" WIDE
WHITE STRIPE
(A 120.0 FOOT WIDTH RIGHT-OF-WAY)
RELOCATE EXISTING
LIGHT POLE.
LOT 1
ALL DIMENSIONS ARE FACE OF
CURB UNLESS OTHERWISE NOTED.
NOTE: THE CITY OF FATE CONSTRUCTION STANDARDS APPLY, WHETHER INDICATED ON THESE PLANS OR NOT
Delta = 03°39'43"
Radius = 5000.00'
Length = 319.56'
(DEED CALL)
R=5000.00
L=319.36
CB=S88°14'22"W
OWNER/DEVELOPER
ROCKWALL INDEPENDENT SCHOOL DISTRICT
1050 WILLIAMS ST.
ROCKWALL, TEXAS 75087
(972) 771-0605
CONTACT: WILL SALEE
ARCHITECT
CORGAN
401 N. HOUSTON ST.
DALLAS, TEXAS 75202
(214) 757-1696
CONTACT: BEVERLY FORNOF
SOUTHEAST DETAILED
SITE PLAN
REVISED
ENGINEER
GLENN ENGINEERING CORPORATION
4500 FULLER DR., SUITE 220
IRVING, TEXAS 75038
(972) 717-5151
CONTACT: CHERALYN M. ARMIJO, P.E.
EMAIL: cmarmijo@glennengineering.com
Date: March 03, 2023
Case Number: SP2023-008
JOB 22286.0000
DATE 11/05/2025
SHEET
C03.04
1
6' WIDE CONCRETE
SIDEWALK
(ADA ACCESS)
4" PAINTED WHITE
STRIPE (TYP)
8.3'
PROP
FH
12
R3.0'
7
43.7'
10' WIDE
CONCRETE
SIDEWALK
8 BIKE
RACKS
15.0'
BFR
10' WIDE
CONCRETE
SIDEWALK
CLASSROOM
C107
818 SF
CLASSROOM
C108
804 SF
CLASSROOM
C109
809 SF
CLASSROOM
B111
809 SF
CLASSROOM
B110
804 SF
CLASSROOM
B109
818 SF
CLASSROOM
A111
806 SF
CLASSROOM
A110
802 SF
CLASSROOM
A109
818 SF
5.3'
11.0'
BFR
11
11
144.2'
STRIPED
CROSS
WALK
BFR
TABLE TOP
CROSSING
12.0'
DROP OFF
ZONE
2.0%
LANDING
CLASSROOM
C106
798 SF
CLASSROOM
C105
797 SF
COLLABORATION
C100
1415 SF
TEACHER
CONCRETE WORK RM.
C110
279 SF
SIDEWALK
STORAGE
C110A
90 SF
IDF
C111
79 SF
ELEC
C112
172 SF
WATER
HEATER
C113
89 SF
STAFF RR
C114
72 SF
CLASSROOM
C102
799 SF
GIRLS RR
C104
158 SF
BOYS RR
C103
161 SF
ART STUDIO
C101
880 SF
KILN
STOR
ART STUDIO
COLLABORATION
B100
1428 SF
CLASSROOM
B108
792 SF
WATER
HEATER
B112
90 SF
STAFF RR
B113
73 SF
ELEC
B114
182 SF
STORAGE
B116A
90 SF
IDF
B115
81 SF
TEACHER
WORK RM.
B116
278 SF
GIRLS RR
B106
158 SF
BOYS RR
B105
161 SF
AP
SECRETARY
B103
153 SF
AP OFFICE
B103A
191 SF
AP CONF.
B104
452 SF
CLASSROOM
B107
790 SF
W/D
B101A
43 SF
DYSLEXIA
B102
750 SF
ACE RM
B101
785 SF
KITCHEN
STOR
B101C
71 SF
RR
B101D
82 SF
MOTOR LAB
A103
584 SF
RR
A103B
84 SF
STORAGE
A103A
72 SF
FLEX OFF. FLEX OFF.
A102
A101
78 SF
78 SF
COLLABORATION
A100
1421 SF
WATER
STAFF RR
HEATER
A113
A112
74 SF
GIRLS RR
88 SF
CONCRETE A106
157 SF
ELEC
SIDEWALK A114
179 SF
STORAGE
A116A
89 SF
IDF
A115
82 SF
BOYS RR
A105
157 SF
TEACHER
WORK RM.
A116
279 SF
CLASSROOM
A104
803 SF
CLASSROOM
A108
798 SF
CLASSROOM
A107
806 SF
MAN GATE
23.1'
5' W X 6' H MAN GATE
W/ KNOX LOCK
H105
H106
H107
CONCESSIONS
H100
86.6'
5' WIDE
CONCRETE
SIDEWALK
9
PAINT HC
SYMBOL
9
3' W X 6' H
MAN GATE
BFR
BFR
STRIPED
CROSS
WALK
12
12
6' HIGH VINYL COATED
T CHAIN LINK FENCE
85.2'
C BFR
8' WIDE CONCRETE
A SIDEWALK
TR 11
ON 9' X 18'
PARKING
C STALL (TYP)
PAINT HC
IN SYMBOL
8
10.0'
172.9'
12.0'
12' RAMP
26' FIRE LANE (TYP)
12.0'
12.0'
NOT BFR
119.8'
9.1'
TABLE TOP
CROSSING
STACKING LANE
UFG -1'-0"
FL 8" 554.00
10' WIDE COMPETITION
GYM
G100
CONCRETE 10648 SF
SIDEWALK
UNIFORM
STORAGE
G120
151 SF
14' W SLIDING
CHAINLINK
GATE
2 FOLD DOWN
KEYED BOLLARDS
POLICE
VEHICLE ONLY
STRIPING AND
SIGNAGE.
10' WIDE 5"
CONCRETE
SIDEWALK
AND
EMERGENCY
ACCESS
STRIPED
CROSS
WALK
PROP
FH
4.0'
O
O
O
O
O
O
O
ARTIFICIAL TURF
"D" ZONE
4' WIDE CONCRETE
W/ 12" TRENCH DRAIN
40 SEC CLOCK
6' HIGH BLACK
CONTRACT
NOT IN
ORNAMENTAL METAL
6' HIGH BLACK
SUBJECT AREA FENCE W/ MOW STRIP
ORNAMENTAL METAL
FENCE W/ MOW STRIP
SCORE BOARD
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
10' W X 6' H DOUBLE
GATE W/ KNOX LOCK
CONC DRIVE TO FIELD FOR
1ST RESPONDERS
9' X 18'
PARKING
STALL (TYP)
INSTALL 18 LF OF
8" FRENCH DRAIN LINE
ON 0.50% GRADE (PRIVATE)
- 0'- 6" SG
UFG -1'-6"
FL 8" 594.70
- 0'- 6" SG
UFG -1'-0"
FL 8" 595.00
CTE -
ROBOTCS
E114
986 SF
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
FD
LOBBY
G001
694 SF
ART STUDIO
E113
908 SF
BROADCAST
E112
725 SF
STOR
E113A
99 SF
WORK RM
E100B
147 SF
OFFICE
E100A
118 SF
MEDIA
CENTER
E100
4844 SF
ROCKWALL MIDDLE
RR
IDF
ELEC
E100C
E110
E111
NO. 4 ADDITION 100SF
81 SF
136 SF
CONCESSIONS
FAMILY RR
BOYS RR
ATHLETICS
CORRIDOR
WOMENS RR
CONTROL
ROOM
G106
96 SF
CONCRETE
COMPETITION
SIDEWALK ATHLETIC
STORAGE
G119
197 SF
WEIGHT RM
G117
1938 SF
CONCRETE
SIDEWALK
PRACTICE
GYM
G101
8760 SF
GYM
CUSTODIAL
G118
71 SF
850 SEATS
GYM
STORAGE
G100A
165 SF
CT IDF
G115
79 SF
AELECTRICAL
G114
192 SF
TRPE STORAGE
G101A
163 SF
N GYM
STORAGE
G101B
CO 161SF
FOOTBALL
STORAGE
G116
320 SF
BOYS
FOOTBALL
LOCKER RM
G113
1623 SF
BOYS ATH RR
& SHOWERS
G112A
472 SF
NOT IN
ATHLETIC
STORAGE
G108
203 SF
UNIFORM
STORAGE
G107
154 SF
10' WIDE BOYS
CONCRETE LAUNDRY
G111
213 SF
ATHLETIC
LOCKER
ROOM
G112
509 SF
SIDEWALK
TRAINING
ROOM
G110
479 SF
BFR
LOT 1,COUNSEL BLOCK A
FILES
COUNSELOR
E105
49.751 ACRES E106
156 SF
141 SF
DECOMP.
COUNSELOR
E107
E104
53 SF
149 SF
DECOMP.
E108
RECORDS
53 SF
E103
142 SF
COUNSELOR
E109
150 SF
COUNSEL
RECEPTION
E101
307 SF
CONFERENCE
E102
329 SF
CAFETORIUM
D100
5973 SF
6" SOLID HDPE
FRENCH DRAIN LINECUSTODIAL
F109
66 SF
ON 0.50% GRADE
STAFF RR
F108A
L7O3CSKFER
ROOM
F108
2.0%
74 SF
LANDING
OFFICE
F107
97 SF
RECEIVING
F111
219 SF
SERVING
F100
1424 SF
BOYS PE
RESTROOM
F113A
132 SF
BOYS PE
LOCKER
ROOM
F113
221 SF
MAIN ELEC
F112
338 SF
CHEER/DRILL
LOCKER
ROOM
F114A
BRF 408 SF
RISER ROOM
G121
173 SF
GIRLS PE
LOCKER
ROOM
F114B
215 SF
GIRLS COACH
OFFICE
F115
284 SF
ROOF ACCESS
F116
41 SF
GIRLS COACH
LOCKER/RR
F115A
183 SF
GIRLS
SHARED
RESTROOM
F114C
344 SF
GIRLS ATH RR
& SHOWERS
F117A
406 SF
1
GIRLS
ATHLETIC
LOCKER RM
F117
1362 SF
NEW MIDDLE SCHOOL
188,000 SF
UP
WORK ROOM
FF 597.00 CHAIR
STORAGE
D125A
D126
269 SF
309 SF
TWO STORY TEACHER
BREAK AREA
D125
605 SF
DIAGNOSTICIAN
D124
269 SF
35' HT. COSTUME
D122A
200 SF
PLATFORM
D127
1460 SF
FULLY SPRINKLED BUILDING
BASE RM
D120
984 SF
SPEECH
D121
419 SF
THEATER
D122
980 SF
STAGE
STORAGE
D127A
206 SF
THEATER
STORAGE
D123
560 SF
KITCHEN
F101
1633 SF
COOLER
F106
123 SF
53.0'
73.5'
DUMPSTERS WITH
MASONRY SCREENING
WAREWASH
F102
267 SF
DRY STORAGE
F103
237 SF
SUBJECT FREEZER
F105
181 SF
6" HDPE ON
AREA0.50% GRADE
STORAGE
D136A
177 SF
LARGE
ENSEMBLE
VISITOR BUS AND D138
672 SF
OFFICE
D136B
CHOIR
121 SF
D136
SERVICE VEHICLE1602 SF
PRACTICE
ROOM
PRACTICE
ROOM
LARGE
PARKING PRACTICE
ROOM
D137
166 SF
BFR
T
T
T
T
R15.0'
R15.0'
18.0'
R15.0'
R15.0'
R3.0'
11
12
12
10
BFR
BFR
6' WIDE CONCRETE
SIDEWALK
(ADA ACCESS)
R4.0'
R4.0'
85
9.0'
6
8.0'
6
R4.0'
9' X 18'
PARKING
STALL (TYP)
9
R3.0'
8.0'
24.5'
18.5'
9
R3.0'
10
4" PAINTED WHITE
STRIPE (TYP)
SUBJECT AREA
PROPOSED
PRACTICE FIELD
PRACTICE FIELD
8' WIDE CONCRETE FLUME
W/ CURBS PER DETAIL
ON SHEET C05.50 / C1
SRO
D107
102 SF
SECURITY
D107A
73 SF
PROCEDURE
D108D
100 SF
STOR
D108E
100 SF
ATTENDANCE
D101B
124 SF
RECEPTION
D101
615 SF
CLINIC
D108
406 SF
OFFICE
D108A
96 SF
ELEC
D109
101 SF
CUSTODIAL
D110
91 SF
MDF
D114
80 SF
RECEIVING
D112
66 SF
SUPPLY
STORAGE
D113
108 SF
RR
D101C
83 SF
TESTING
MATERIALS
RR
D108C
D111
240 SF
61 SF
ARTIFICIAL
STAFF TLT
D115
68 SF
OFFICE
D102
150 SF
CONF.
D101A
233 SF
TURF CLOSET
D104A
35 SF
SECRETARY
D103
146 SF
PRINCIPAL
D104
254 SF
ISS
D116
679 SF
CONF.
D105
294 SF
FD
TECH.
WORKRM
D106
170 SF
FD
FLAG
POLES
FD
PRACTICE
ROOM
D128
72 SF
PRACTICE
ROOM
D129
72 SF
PRACTICE
ROOM
D130
72 SF
ELEC
D131
78 SF
BAND
D133
2691 SF
4" PAINTED WHITE ENSEMBLE
D134
283 SF
STRIPE (TYP) STORAGE
OFFICE
D133A
D135A
120 SF
120 SF
OFFICE
D133B
201 SF
LIBRARY/
8 BIKE STORAGE
D135B
201 SF
RACKS
ORCHESTRA
D135
1961 SF
11
PERCUSSION
D133C
402 SF
LIBRARY
D133D
161 SF
10' WIDE
CONCRETE
SIDEWALK
18.5'
15.7'
9' X 18'
PARKING
STALL (TYP)
BFR
24.5'
GEN
60.0'
BFR
SCREENED
TRANSFORMER
YARD
27.0'
BFR
PRIVATE
85' DRAINAGE EASEMENT
(BY PLAT)
DROP OFF
ZONE
BFR
OPEN TRAVEL LANE
199.6'
STRIPED
CROSS
WALK
26' FIRE LANE (TYP)
139.8'
39.2'
R10.0'
N
6
7
PAINT HC
SYMBOL
6
7
PAINT HC
SYMBOL
11
4" PAINTED WHITE
STRIPE (TYP)
11
9' X 18'
PARKING
11
STALL (TYP)
11
R3.0'
R10.0'
R3.0'
6' WIDE CONCRETE
SIDEWALK
(ADA ACCESS)
GRAPHIC SCALE
1"=50'
MONO
CURB
RIGHT TURN
LANE
LEFT TURN
LANE
25' X 20' UTILITY
EASEMENT
(BY PLAT)
"E1"
21.51 CFS
PAINT 1'-0" WIDE
WHITE STRIPE
STRIPED
CROSS WALK
"E3"
2.35 CFS
ONE
WAY
9' X 18'
PARKING
STALL (TYP)
"E2"
1.87 CFS
257.5'
RIGHT TURN
LANE (ONLY)
ADD NO LEFT TURN
SIGN UNDER STOP SIGN.
(R3-18 36" X 36")
SAW CUT REMOVE
ISLAND AND INFILL
WITH CONCRETE
PAVING.
ONE
WAY
MONUMENT
SIGN
EX.
FH
STRIPED
CROSS WALK
350.0'
25' BUILDING SETBACK
15' LANDSCAPE EASEMENT
STRIPED
CROSS WALK
50
25' X 20' UTILITY
EASEMENT
(BY PLAT)
0
EX.
FH
50
100
452.0'
S 89°01'15" W 16''
W
W
16''
EXISTING
16" WATER LINE
W
82.4'
W
16''
BFR PER
CITY DTL.
W
W
45'x45' VISIBILITY
TRIANGLE
16''
W
W
16''
8' CITY SIDEWALK
PAINT 1'-0" WIDE
W
W
16''
1410.98' W
W
16''
W
W
16''
W
W
16''
W
W
16''
BEFXRISTPINEGR
CI1T6Y" WDATTELR. LINE
45'x45' VISIBILITY
TRIANGLE
15' FARMERS
ELECTRIC EASEMENT
VOL ?? PG. ??
8' CITY SIDEWALK
PAINT 1'-0" WIDE
WHITE STRIPE
WHITE STRIPE
LEFT TURN
LEFT TURN
LANE
51.0'
100.0'
TRANSITION
350.0'
STORAGE
LANE
W
W
16''
W
15' FARMERS ELECTRIC EASEMENT
BYBFTHRISPPELART
CITY DTL.
45'x45' VISIBILITY
TRIANGLE
51.0'
W
16''
W
W
16''
W
W
16''
15' FARMERS ELECTRIC
EASEMENT
BY PLAT
8' CITY SIDEWALK
PAINT 1'-0" WIDE
WHITE STRIPE
PRIVATE
100' DRAINAGE EASEMENT
(BY PLAT)
PAINT 1'-0" WIDE
WHITE STRIPE
RELOCATE LIGHT POLE
GETTYSBURG BOULEVARD
PAINT 1'-0" WIDE
WHITE STRIPE
(A 120.0 FOOT WIDTH RIGHT-OF-WAY)
RELOCATE EXISTING
LIGHT POLE.
Delta = 03°39'43"
Radius = 5000.00'
Length = 319.56'
Chord = 319.51'
Ch Brg = S 87°12'22" W
(DEED CALL)
R=5000.00
L=319.36
CB=S88°14'22"W
LC=319.31
Δ=3°39'35"
NOTE: THE CITY OF FATE CONSTRUCTION STANDARDS APPLY, WHETHER INDICATED ON THESE PLANS OR NOT
FF = 574.60
15' SANITARY SEWER
EASEMENT. (BY PLAT)
GENERAL PAVING NOTES:
THE INITIAL SOIL TEST AND REPORT BY FUGRO SOUTH, INC. PROJECT NO.0703-1081 AND ANY AND ALL
FF = 574.30 SUBSEQUENT REPORTS PREPARED FOR THIS PROJECT BY FUGRO SOUTH OR BY OTHER FIRM, AGENCY
OR ENTITY, EVEN THOUGH NO SPECIFIC REFERENCE TO ANY SUCH REPORTS ARE CONTAINED IN THE
PLANS AND/OR SPECIFICATIONS FOR THIS PROJECT, ARE MADE A PART OF THIS PLAN. A COPY CAN BE
OBTAINED THROUGH THE ARCHITECT OR ENGINEER.
I. PAVEMENT SUB GRADE FOR A & B, BELOW
FF = 573.90THE CLAY SOILS ENCOUNTERED NEAR THE EXISTING GROUND SURFACE WILL PROBABLY
CONSTITUTE THE SUB GRADE FOR MOST OF THE PARKING AND DRIVE AREAS. THEREFORE, IT IS
RECOMMENDED THAT THESE SOILS BE IMPROVED PRIOR TO CONSTRUCTION OF THE
PAVEMENTS
FF = 573.70
LOT 15
FF = 573.70
LOT 14
IT IS RECOMMENDED THAT THE EXISTING CLAY SOILS IN DRIVE AND PARKING AREAS BE
EXCAVATED TO ACHIEVE FINAL SUB GRADE ELEVATION. THE EXPOSED SURFACE OF THE CLAYS
SHOULD BE SCARIFIED TO A DEPTH OF AT LEAST 6 INCHES AND MIXED WITH AN ESTIMATED 7
PERCENT OF HYDRATED LIME (BY DRY UNIT WEIGHT) IN CONFORMANCE WITH TEXAS HIGHWAY
DEPARTMENT ITEM 260. ASSUMING AN IN-PLACE UNIT WEIGHT OF 100 PCF FOR THE PAVEMENT
SUB GRADE SOILS, THIS PERCENTAGE OF LIME EQUATES TO ABOUT 32 LBS OF LIME PER SQ.
YARD OF SUB GRADE TREATED. THE ACTUAL AMOUNT OF LIME REQUIRED SHOULD BE
DETERMINED BY ADDITIONAL LABORATORY TESTS. IT IS RECOMMENDED THAT THE LIME
STABILIZATION PROCEDURES EXTEND AT LEAST 4 FT. BEYOND THE EDGE OF THE PAVEMENT TO
MINIMIZE THE EFFECTS OF SEASONAL SHRINKING UPON THE EXTREME EDGES OF PAVEMENT.
THE SOIL-LIME MIXTURE SHOULD THEN BE COMPACTED TO AT LEAST 95 PERCENT OF STANDARD
PROCTOR MAXIMUM DRY DENSITY (ASTM D 698) WITHIN 3 PERCENTAGE POINTS OF THE
OPTIMUM MOISTURE CONTENT. IN ALL AREAS WHERE HYDRATED LIME IS USED TO STABILIZE
THE SUB GRADE SOILS, ROUTINE ATTERBERG-LIMIT TESTS SHOULD BE PERFORMED TO
ASSURE THAT THE RESULTING PLASTICITY INDEX OF THE SOIL-LIME MIXTURE IS AT/OR BELOW
15.
FF = 574.10
LOT 13
THE CLIENT SHOULD BE AWARE THAT MECHANICAL LIME STABILIZATION OF THE PAVEMENT SUB
GRADE SOILS WILL NOT PREVENT DEEP SEATED MOVEMENT OF THE UNDERLYING UNTREATED
MATERIALS. FUTURE MAINTENANCE OF PAVEMENTS SHOULD BE EXPECTED OVER THE LIFE OF
THE STRUCTURE.
II. PAVING
FF = 574.50
LOT 12
CONCRETE DRIVEWAY APPROACHES SHALL BE A MINIMUM OF 6 INCHES THICK. CONCRETE
DRIVEWAY APPROACHES SHALL HAVE A RISE OF NOT LESS THAN 6 INCHES NOR MORE THAN 9
INCHES FROM THE FLOW LINE OF THE GUTTER TO A POINT 10 FEET BEHIND THE FACE OF THE
GUTTER. CONCRETE FOR DRIVEWAYS SHALL BE A MINIMUM OF 3,600 PSI, MIN. 6.5 SACK MIX, IN
28 DAYS CONCRETE WITH 3-6 PERCENT ENTRAINED AIR. THE GRADE BELOW THE DRIVEWAY,
INCLUDING 4 FOOT OUTSIDE OF THE OUTER EDGE OF THE DRIVEWAY SHALL BE COMPACTED TO
95% STANDARD PROCTOR DENSITY, AND AS INDICATED IN THE "PAVEMENT SUB GRADE NOTES".
FF = 575.00
LOT 11
DRIVEWAYS SHALL HAVE CONTRACTION JOINTS NOT MORE THAN 15 FEET APART, BOTH
TRANSVERSELY AND LONGITUDINALLY ONE-HALF INCH EXPANSION JOINT SHALL BE PLACED ON
THE PROPERTY LINES BETWEEN THE APPROACH AND THE DRIVEWAY. THE JOINTS SHALL BE
FILLED WITH PRE MOLDED GRAY BITUMINOUS EXPANSION JOINT FILLER AND SHALL EXTEND THE
ENTIRE DEPTH AND LENGTH OF THE CONCRETE SECTIONS.
A. FINISHING SHALL BE AS INDICATED IN SECTION III.
NOTE: NO CONCRETE SHALL BE PLACED FOR PAVING UNTIL THE SUB GRADE,
REINFORCEMENT PLACEMENT HAS BEEN INSPECTED AND APPROVED BY THE CITY OR STATE
(WHICHEVER IS APPLICABLE).
FF = 575.40
LOT 10
FF = 575.80
LOT 9
B. PARKING LOTS
PARKING LOT SUB GRADE SHALL BE AS INDICATED IN SECTION I.
PAVING SHALL BE 5" REINFORCED CONCRETE IN LIGHT TRAFFIC AREAS AND 6" REINFORCED
CONCRETE IN HEAVY TRAFFIC AREAS 3,600 PSI, MIN. 6.5 SACK MIX, IN 28 DAYS CONCRETE WITH
3-6 % ENTRAINED AIR REINFORCED WITH #4 BARS AT 18" O.C.E.W. SUPPORTED WITH PROPER
SUPPORT CHAIRS. EXPANSION JOINTS SHALL BE AT 150' MAXIMUM O.C. AND SAW-CUT
CONTRACTION JOINTS AT MAXIMUM 15' OC. ALL JOINTS TO BE CLEANED AND FILLED WITH HOT
POURED RUBBER (GRAY).
FINISHING SHALL BE AS INDICATED IN SECTION III.
C. ON-SITE SIDEWALKS
FF = 576.20
LOT 8
CONCRETE SIDEWALKS SHALL BE A WIDTH AS DESIGNATED ON SITE PLAN AND A MINIMUM OF 4
INCHES THICK, CONSTRUCTED OF 3,600 PSI (6.5 SACK), IN 28 DAYS CONCRETE WITH 3-6%
ENTRAINED AIR AND REINFORCED WITH #3 BARS AT 18" O.C.E.W. TOOLED CONSTRUCTION
JOINTS SHALL BE 5'-0" OC.ONE-HALF INCH EXPANSION JOINT SHALL BE PLACED EVERY 40 FEET
AND WHERE NEW WORK IS CONSTRUCTED ADJACENT TO OTHER CONCRETE WORK (WALLS,
FOUNDATION, CURB, ETC.). THE JOINTS SHALL BE FILLED WITH 1/2-INCH PRE MOLDED GRAY
BITUMINOUS EXPANSION JOINT FILLER AND SHALL EXTEND THE ENTIRE DEPTH AND WIDTH OF
THE CONCRETE SECTION.
FINISH OF SIDEWALKS SHALL BE WITH A BROOM FINISH PER ENGINEER. WALKS SHALL HAVE
TOOLED CURB EDGES & TOOLED JOINTS.
FF = 576.30
LOT 7
III. FINISHING FOR CONCRETE DRIVEWAY, PARKING LOT AND STREET CURBS
THE EXPOSED SURFACES OF DRIVEWAYS AND PARKING LOT SHALL HAVE A MONOLITHIC FINISH
BY FLOATING WITH A WOODEN FLAT UNTIL A SLIGHT EXCESS OF SAND APPEARS ON THE
SURFACES. IN NO CASE SHALL THE SURFACE BE LEFT SLICK OR WITH A GLOSSY FINISH.
EXPOSED SURFACES OF SIDEWALKS SHALL HAVE A MONOLITHIC FINISH BY TRAWLING WITH A
STEEL TROWEL AND BRUSHED LIGHTLY WITH AN APPROVED BROOM. THE EDGE OF ALL
CONCRETE SHALL BE NEATLY ROUNDED TO THE REQUIRED RADII WITH AN EDGING TOOL.
FF = 576.90
LOT 6
THE EXPOSED SURFACE OF CURBS AND CURBS WITH GUTTER SHALL BE SHAPED WITH A
"MULE" AND BRUSHED WITH A WET BRUSH AT RIGHT ANGLE TO THE LINE OF THE CURB TO
PRODUCE A UNIFORM TEXTURED SURFACE. THE EDGES SHALL BE NEATLY ROUNDED OFF TO
THE REQUIRED RADII. USE OF GROUT OVER A ROUGH FINISHED TEXTURE WILL NOT BE
ALLOWED.
STA. 0+85.26 LAT OS4A
SLOPING HEADWALL
EX. 30" RCP ON 2.86% SLOPE
Q100 = 22.40 cfs
FL 30" OUT = 569.08
100 YR HGL = 570.60
PAVING LEGEND
FF = 576.90
(FIRE LANE PAVING) PROPOSED 6" REINFORCED CONCRETE PAVEMENT
3,600 P.S.I. CONCRETE, 6 1/2 SACK HAND FINISH 6 SACK MACHINE FINISH
WITH #4 REBARS ON 18" CENTERS EACH WAY OVER 6 INCHES 6% LIME
STABILIZED SUBGRADE PER CITY STANDARDS
PROPOSED 6" REINFORCED CONCRETE PAVEMENT 3,600 P.S.I. CONCRETE,
6 1/2 SACK HAND FINISH 6 SACK MACHINE FINISH WITH #4 REBARS ON 18"
CENTERS EACH WAY OVER 6 INCHES 6% LIME STABILIZED SUBGRADE PER
CITY STANDARDS
PROPOSED 5" REINFORCED CONCRETE PAVEMENT 3,600 P.S.I. CONCRETE,
6 1/2 SACK HAND FINISH 6 SACK MACHINE FINISH WITH #4 REBARS ON 18"
CENTERS EACH WAY OVER 6 INCHES 6% LIME STABILIZED SUBGRADE PER
CITY STANDARDS
PROPOSED 4" REINFORCED CONCRETE SIDEWALK 3,000 PS 5.5 SACK
MACHINE FINISH WITH #3 REBARS ON 18" CENTERS EACH WAY.
69.1'
OVEREMFLEORWG/ESNPCILYLWAY
W
W
13.4'
16''
68.7'
(PUBLIC STREET PAVING) PROPOSED 7" REINFORCED CONCRETE
PAVEMENT 3,600 P.S.I. CONCRETE, 6 1/2 SACK HAND FINISH 6 SACK
MACHINE FINISH WITH #4 REBARS ON 18" CENTERS EACH WAY OVER 6
INCHES 6% LIME STABILIZED SUBGRADE PER CITY STANDARDS
PROPOSED 8" REINFORCED CONCRETE PAVEMENT 3,600 P.S.I. CONCRETE,
6 1/2 SACK HAND FINISH 6 SACK MACHINE FINISH WITH #4 REBARS ON 18"
CENTERS EACH WAY OVER 6" 8% STABILIZED SUB GRADE COMPACTED TO
95% PROCTOR OR AS APPROVED BY THE CITY
PAVING ALTERNATE: DELETE LIME AS CALL OUT ABOVE AND ADD AN ADDITIONAL 1"
CONCRETE TO ALL PAVING DEPTH CALL OUT ABOVE.
NOTE:
NO SAND WILL BE PERMITTED
UNDER PAVEMENT.
NOTE:
NO FLY ASH WILL BE
PERMITTED
NOTE:
SEE LANDSCAPE PLAN LS 1.01 FOR SLEEVES UNDER ALL
PAVING WALKS, DRIVES AND PARKING. SEE M.E.P. PLANS
ES 1.01 FOR ALL SLEEVE LOCATIONS FOR LIGHTING.
LOT 1 NOTE:
1. ALL DETENTION FACILITIES SHALL BE INSTALLED
AND FUNCTIONAL PER PLANS PRIOR TO ANY PAVING
BEING PLACED ON SITE INCLUDING BUILDING
FOUNDATION.
2. ALL SIDES, SLOPES AND TOP OF DETENTION BASIN
LOT 2
SHALL BE SODDED OR ANCHORED ON SEEDED
CURLEX PRIOR TO ANY PAVING BEING PLACED
INCLUDING BUILDING FOUNDATION.
3. WHERE SIDEWALKS ARE ABUTTING CURB, SIDEWALK
WILL BE DOWELED INTO CURB. SEE DETAIL C06.03
LOT 3
CORGAN
Dallas, TX 75202
T: 214.748.2000
ISSUES
1 10/30/25 ISSUE FOR CONSTRUCTION
REVISIONS
1 11/05/25 ADDENDUM 01
GLENN
ENGINEERING
TEXAS REGISTRATION #: F-303
PHONE (972) 717-5151
4500 FULLER DRIVE, SUITE 220
HUB #: 1752575193300
FAX (972) 717-2176
IRVING, TEXAS 75038
The seal appearing on this
document was authorized by
Mike Glenn, P.E. 35059, on
November 05, 2025
SOUTH PAVING PLAN
REVISED
JOB 22286.0000
DATE 11/05/2025
SHEET C06.01
1
Commodity Codes
  • NAICS 236220Commercial and Institutional Building Construction
  • NAICS 237310Highway, Street, and Bridge Construction
  • NAICS 812930Parking Lots and Garages
* Disclaimer: Government BidHub provides information on bids, RFPs (Requests for Proposals), and RFQs (Requests for Qualifications) solely for convenience and informational purposes. This site is not an official public notice board. For official details, responses, or inquiries, please contact the relevant government agency directly.
Government Bids

Empower Your Bidding Strategy

Unlock Government BidHub's unparalleled access to high-quality, tailored bid information.

  • Access an extensive database of bids, including comprehensive local and state opportunities.
  • Receive customized alerts for the bids that matter most to your business.
  • Explore detailed specifications to ensure precise and competitive submissions.
  • Gain a competitive edge with up-to-date information and exclusive opportunities.
Start Free Trial

See Also

Sugar Land Regional Airport R...

Project ID: 2026-ITB-024 Title: Sugar Land Regional Airport Runway 17-35 Reconstruction and Runway

City of Sugar Land

Bid Due: 7/21/2026

CSP 26-04 General Contractor ...

Project: CSP 26-04 General Contractor - Klein Meadows Road Improvements & Zipp Road

New Braunfels Independent School District

Bid Due: 7/16/2026