2020 smp package v (la haya and rosewood) solicitation ...€¦ · bubel charles2-1‚" solid...
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SAN ANTONIO WATER SYSTEM 1 of 1 2020 SMP Package V (La Haya and Rosewood) | ADDENDUM 1
2020 SMP Package V (La Haya and Rosewood)
Solicitation Number: CO-00300 Job No.: 19-5011 & 19-5511
ADDENDUM 1
September 25, 2019 To Bidder of Record: This addendum, applicable to work referenced above, is an amendment to the bid proposal, plans and specifications and as such will be a part of and included in the Contract Documents. Acknowledge receipt of this addendum by entering the Addendum number and issue date on the space provided in submitted copies of the bid proposal.
RESPONSES TO QUESTIONS
No questions were received for this solicitation.
CHANGES TO THE SPECIFICATIONS No changes were made to the specifications for this solicitation.
CHANGES TO THE PLANS
1. Replace sheets 4 and 5 (La Haya) of the water and sewer planned work, refer to the attached sheets. On the water
and sewer plans the only changes made were to show the fiber optic line labelling. No further changes were made.
CLARIFICATIONS
1. Changes to the water and sewer plans were to show fiber optic lines’ labelling for La Haya site. No further changes were made.
END OF ADDENDUM
This Addendum, including this _one_ (1) page, is _five_ (5) pages with attachments in its entirety. Attachments: Revised Water Plan Sheets 4 and 5 (2 pages), Revised Sewer Plan Sheets 4 and 5 (2 pages)
_____________________________________ Nallely Abril Gonzalez, P.E.
K Friese + Associates, Inc. (TBPE F-6535)
September 25, 2019
W W
WIV
IV
WW
WW
IV
S
E
W WIVIV
IV
E
IV
E
W WIV IV
IV
IV
W
WIV
T
TT
T
CO
IV
IV
W W
S
SPEED BUMP
WO
OD
FE
NC
E
SS
SS
SS
Drawn Approved Date
SUBMITTED
APPROVED
MAP No.
SECT. No.
DR. CK.
S
O
HEET
F
REVISIONS
RevisionNo.
CONT. BUDGET PROJ.
DEVELOPER:
1" OR LARGER
RELOCATE METER
NEW SERVICE:
3/4"
3/4"
3/4"
3/4"
PROP WATER MAIN
GAS MAIN
SANITARY SEWER
STORM SEWER
UTILITY POLE LINE
ELECTRIC CABLE
TELEPHONE CABLE
SERVICE RECONNECT:
1" OR LARGER
SERVICE RELAY:
1" OR LARGER
SERVICE RELOCATE:
1" OR LARGER
1" OR LARGER
6"C.I.W.
2"G
8"SS
24"ST
E
T
3/4"
1" DUAL
SERVICE:
NEW UNMETERED
SINGLE
DUAL BRANCH SERV.
LEGEND
EXIST WATER MAIN
0 40'20'
LA HAYA WATER PLAN
(LA HAYA, ROSEWOOD)
2020 SMP PACKAGE V
19-5011 11
4JOB No.
(1 OF 2)
www.kfriese.com
TBPE Firm Number 6535
P 210.491.2391 F 512.338.1784
San Antonio, Texas 78216
Suite 404
10001 Reunion Place
PREVENT OAK WILT.
PROPER PRUNING METHODS. LIVE OAK WOUNDS SHALL BE PAINTED OVER WITHIN 20 MINUTES, TO
BRANCHES THAT ARE IN CONFLICT WITH THE CONSTRUCTION SHALL BE CUT CLEANLY ACCORDING TO
DIAMETER TREE WOULD HAVE A 5-FOOT RADIUS ROOT PROTECTION ZONE AROUND THE TREE. ROOTS OR
REQUIRED RADIUS LENGTH IS 1 FOOT PER DIAMETER INCH OF THE TREE. FOR EXAMPLE, A 10-INCH
TREE TRUNK, IN WHICH NO EQUIPMENT, VEHICLES OR MATERIALS MAY OPERATE OR BE STORED. THE
THE ROOT PROTECTION ZONE IS THAT AREA SURROUNDING A TREE, AS MEASURED BY A RADIUS FROM THE
ROOT PROTECTION ZONE NOTE:
AND ACTIVITIES OF INDIVIDUALS WORKING IN AND AROUND TRENCH EXCAVATION.
IMPLEMENT A TRENCH SAFETY PROGRAM IN ACCORDANCE WITH OSHA STANDARDS GOVERNING THE PRESENCE
CONTRACTOR AND/OR CONTRACTOR'S INDEPENDENTLY RETAINED EMPLOYEE OF SAFETY CONSULTANT SHALL
THAT COMPLIES WITH AS A MINIMUM, OSHA STANDARDS FOR TRENCH EXCAVATIONS. SPECIFICALLY,
PROGRAMS AND/OR PROCEDURES SHALL PROVIDE FOR ADEQUATE TRENCH EXCAVATION SAFETY PROTECTION
SYSTEM, PROGRAMS AND/OR PROCEDURES, THE CONTRACTOR'S IMPLEMENTATION OF THE SYSTEMS,
PROJECT WORK AREA IN ORDER TO IMPLEMENT CONTRACTOR'S TRENCH EXCAVATION SAFETY PROTECTION
AVAILABLE GEOTECHNICAL INFORMATION AND THE ANTICIPATED INSTALLATION SITE(S) WITHIN THE
DESIGN/GEOTECHNICAL/SAFETY/EQUIPMENT CONSULTANT, IF ANY SHALL REVIEW THESE PLANS AND
CONTRACTOR AND/OR CONTRACTOR'S INDEPENDENTLY RETAINED EMPLOYEE OR STRUCTURAL
TRENCH EXCAVATION SAFETY PROTECTION
SPECIFICATION ITEM NO. 3000, "SPECIAL SPECIFICATION FOR HANDLING ASBESTOS CEMENT PIPE".
AND/OR DISTURBANCE OF THIS PIPE OCCUR. PAYMENT FOR SUCH WORK IS TO BE MADE UNDER SPECIAL
MANAGEMENT PROCEDURES AND HEALTH SAFETY REQUIREMENTS WILL BE APPLICABLE WHEN REMOVAL
ASBESTOS CONTAINING MATERIAL (ACM), IS LOCATED WITHIN THE PROJECT LIMITS. SPECIAL WASTE
ASBESTOS CEMENT (A.C.) PIPE, ALSO KNOWN AS TRANSITE PIPE AND WHICH IS KNOWN TO CONTAIN
ASBESTOS CEMENT PIPE CONNECTIONS & REMOVAL NOTE:
MA
TC
H
LI
NE
ST
A 5
+00
NOTE 5 AND TREE PROTECTION TABLE.
PERMIT (NSPI). REFER TO SHEET 2,
AND SHALL FOLLOW APPROVED TREE
ROOT PROTECTION FOR CONSTRUCTION
REQUIRE TRIMMING, PRUNING, AND
PUBLIC ROW, WHERE IDENTIFIED, MAY
WITH BRANCHES THAT OVERHANG ONTO
6. TREES FOUND ON PRIVATE PROPERTY
(NSPI).
OF 2 FEET VERTICAL SEPARATION
EXISTING GAS SHALL HAVE A MINIMUM
5. WATER MAIN CROSSINGS UNDER
THROUGHOUT PROJECT
EXISTING FOL, UGE, AND AS LINES
WATER REPLACEMENT MAIN TO
DUE TO PROXIMITY OF PROPOSED
4. CONTRACTOR SHALL EXERCISE CAUTION
(NSPI).
EXISTING CONDITIONS OR BETTER
RESTORE MAILBOXES TO MATCH
CONTRACTOR SHALL PROTECT AND 3.
CONSTRUCTION (NSPI).
MAINTAINED THROUGHOUT
SERVICE TO PROPERTIES IS
CONTRACTOR SHALL ENSURE WATER 2.
CONSTRUCTION ACTIVITIES.
MAINTAINED TO RESIDENTS DURING
CONTRACTOR SHALL ENSURE ACCESS IS 1.
NOTES:
09/25/19
112880
NALLELY ABRIL GONZALEZ
1+00
2+00 3+00
4+00
5+00
3/4" 226218
3/4" 226222
3/4" 226223
3/4" 226221
3/4" 226217
3/4" 226219
50'
R.
O.
W.
16.9'
7.2'
6.8'
NCB 15866 BLK 3 LOT 2
5007 LA HAYA ST
BUBEL CHARLES J
NCB 15867 BLK 4 LOT 4
5014 LA HAYA ST
STANKORB CAROL
NCB 15867 BLK 4 LOT 2
5006 LA HAYA ST
INSERRA CAROL A
NCB 15867 BLK 4 LOT 3
5010 LA HAYA ST
EVA FAY
JACKSON PHILIP A &
NCB 15866 BLK 3 LOT 1
5003 LA HAYA ST
BARBARA
SCHEIB CARL A &
LA HAYA ST
EXIST CURB
EXIST CURB
APPARENT ROW
APPARENT ROW
3 LOT 5
NCB 15866 BLK
5019 LA HAYA ST
ESQUEDA RENE
#19-5511)
(SEE SAWS JOB
PROP 8" SSL
#102
CONTROL POINT
EL
CH
AR
RO
ST
NCB 15867 BLK 4 LOT 1
5002 LA HAYA ST
EVANKO JOSEPH & MARY
NCB 15866 BLK 3 LOT 4
5015 LA HAYA ST
CONKLING MELAINE & RUSSELL
NCB 15866 BLK 3 LOT 3
5011 LA HAYA ST
HENIGSMITH MATTHEW W
3/4" 226220
3/4" 226215
C900 WATER MAIN
PROP `20 LF 8" PVC
C900 WATER MAIN
PROP `21 LF 8" PVC
C900 WATER MAIN
PROP `163 LF 8" PVC
C900 WATER MAIN
PROP ̀ 75 LF 8" PVC
VA
LV
E #296569
280
LF
TO
NE
XT
TI
ED
AP
PR
OX
VA
LV
E #296576
280
LF
TO
NE
XT
TI
ED
AP
PR
OX
AND ENGINEER (NSPI)
APPROVAL FROM SAWS INSPECTOR
WATERLINE AFTER TESTING
CAP & PLUG EXISTING 6" AC
C900 WATER MAIN
PROP `28 LF 8" PVC
!!!
CROSSING
GAS, FIBER
ELECTRIC,
UNDERGROUND
CAUTION
226216
3/4"
E = 2162281.64
N = 13753046.33
DD-847-01)
(SEE SAWS STD DWG
CURB STOP
2-1" COMP.x1‚" COUPLING,
AS REQ'D
2-1" COPPER TUBING, CUT
2-1‚" SOLID CAPS. THR.
2-1" CORP. STOP, CCxIP
CHLORINATION:
INSTALL FOR MACHINE
(NSPI)
REMOVED
VALVE TO BE
EXIST GATE
E = 2162242.63
N = 13753102.12
DETAIL (DD-839-08)
RL=2' SEE SAWS
1-8"x11.25°BEND, MJ
INSTALL:
(NSPI)
ABANDONED IN PLACE
MAIN TO BE
EXIST 6" AC WATER
E = 2162136.90
N = 13753226.46
DETAIL (DD-839-08)
RL=2' SEE SAWS
1-8"x11.25°BEND, MJ
INSTALL:
10.4'
E = 2162094.39
N = 13753288.17
DETAIL (DD-839-08)
RL=2' SEE SAWS
1-8"x11.25°BEND, MJ
INSTALL:
6.6'
4.9'
E = 2162070.43
N = 13753340.75
(DD-839-05)
RL=44' SEE SAWS DETAIL
6" DI PIPE, CUT AS REQ'D
1-6" VALVE BOX, COMPLETE
1-6" GATE VALVE, MJ
1-8"x6" ANCHOR TEE, MJ
1-STD FIRE HYDRANT, COMP
FIRE HYDRANT
INSTALL:
4.9'
E = 2162281.64
N = 13753046.33
BLOCKING AT TIE-IN TO EXIST MAIN
CONTRACTOR TO PROVIDE THRUST
REMOVE `26 LF 8" AC PIPE
`26 LF 8" PVC PIPE, CUT AS REQ'D
2-TRANSITION COUPLING, MJ (PVC TO AC)
RL=58' SEE SAWS DETAIL (DD-839-07)
2-6" VALVE BOXES, COMPLETE
2-8" GATE VALVES, MJ
1-8"x8" TEE, MJ
INSTALL:
TIE NEW 8" PVC MAIN TO EXIST 8" AC
AFTER RELEASE FOR SERVICE
4.5'
C900 WATER MAIN
PROP `35 LF 8" PVC
E = 2162255.91
N = 13753085.38
DETAIL (DD-839-08)
RL=4' SEE SAWS
MJ
1-8"x22.5°BEND, ROLLED,
INSTALL:
E = 2162262.99
N = 13753066.37
DETAIL (DD-839-08)
RL=4' SEE SAWS
MJ
1-8"x22.5°BEND, ROLLED,
INSTALL:
3.54' TO TOP
(3) 3" UGE
POTHOLE #8
1.32' TO TOP
2.5" FIBER
POTHOLE #9
POINT #100
CONTROL
WATER MAIN
8" PVC C900
PROP `58 LF
!!!
CROSSING
FIBER
UNDERGROUND
CAUTION
3.6'
4'
E = 2162280.12
N = 13753047.68
SHEET 3 OF 4)
SEE SAWS DETAIL (DD-844-01
2" STD BLOWOFF (TEMP)
CAP, MJ (TEMP)
1-8"x2" ECCENTRICALLY TAPPED
INSTALL:
(EST @ 237.3 SY)
INTERSECTION
MILL AND OVERLAY
2" GAS (NOTE 5)
POTHOLE #5
VALVE(NSPI)
EXIST
ABANDON
ENCASEMENT
CY FLOWABLE FILL
STA 3+23 TO 3+41 `4.1
ENCASEMENT
CY FLOWABLE FILL
STA 4+08 TO 4+26 `4.1
CROSSING
GAS, FIBER
ELECTRIC,
UNDERGROUND
!!!CAUTION
CROSSING
GAS, FIBER
UNDERGROUND
!!!CAUTION
21" OAK
T6
32" OAK
T5
32" OAK
T4
T1-36" OAK
T2-36" OAK
30" OAK
T3
1 ADDENDUM NO. 1 ADF NAG 9/25/19
1
E
W
IV
W
IV
E
W
W
E
W
W
S
W
MA
TC
H
LI
NE
ST
A 5
+00 NOTE 5 AND TREE PROTECTION TABLE.
TREE PERMIT (NSPI). REFER TO SHEET 2,
CONSTRUCTION AND SHALL FOLLOW APPROVED
PRUNING, AND ROOT PROTECTION FOR
WHERE IDENTIFIED, MAY REQUIRE TRIMMING,
BRANCHES THAT OVERHANG ONTO PUBLIC ROW,
4. TREES FOUND ON PRIVATE PROPERTY WITH
OR BETTER (NSPI).
MAILBOXES TO MATCH EXISTING CONDITIONS
CONTRACTOR SHALL PROTECT AND RESTORE 3.
THROUGHOUT CONSTRUCTION (NSPI).
SERVICE TO PROPERTIES IS MAINTAINED
CONTRACTOR SHALL ENSURE WATER 2.
CONSTRUCTION ACTIVITIES.
MAINTAINED TO RESIDENTS DURING
CONTRACTOR SHALL ENSURE ACCESS IS 1.
NOTES:
09/25/19
112880
NALLELY ABRIL GONZALEZ
SS
SS
Drawn Approved Date
SUBMITTED
APPROVED
MAP No.
SECT. No.
DR. CK.
S
O
HEET
F
REVISIONS
RevisionNo.
CONT. BUDGET PROJ.
DEVELOPER:
1" OR LARGER
RELOCATE METER
NEW SERVICE:
3/4"
3/4"
3/4"
3/4"
PROP WATER MAIN
GAS MAIN
SANITARY SEWER
STORM SEWER
UTILITY POLE LINE
ELECTRIC CABLE
TELEPHONE CABLE
SERVICE RECONNECT:
1" OR LARGER
SERVICE RELAY:
1" OR LARGER
SERVICE RELOCATE:
1" OR LARGER
1" OR LARGER
6"C.I.W.
2"G
8"SS
24"ST
E
T
3/4"
1" DUAL
SERVICE:
NEW UNMETERED
SINGLE
DUAL BRANCH SERV.
LEGEND
EXIST WATER MAIN
0 40'20'
LA HAYA WATER PLAN
(LA HAYA, ROSEWOOD)
2020 SMP PACKAGE V
19-5011 11
5JOB No.
(2 OF 2)
www.kfriese.com
TBPE Firm Number 6535
P 210.491.2391 F 512.338.1784
San Antonio, Texas 78216
Suite 404
10001 Reunion Place
PREVENT OAK WILT.
PROPER PRUNING METHODS. LIVE OAK WOUNDS SHALL BE PAINTED OVER WITHIN 20 MINUTES, TO
BRANCHES THAT ARE IN CONFLICT WITH THE CONSTRUCTION SHALL BE CUT CLEANLY ACCORDING TO
DIAMETER TREE WOULD HAVE A 5-FOOT RADIUS ROOT PROTECTION ZONE AROUND THE TREE. ROOTS OR
REQUIRED RADIUS LENGTH IS 1 FOOT PER DIAMETER INCH OF THE TREE. FOR EXAMPLE, A 10-INCH
TREE TRUNK, IN WHICH NO EQUIPMENT, VEHICLES OR MATERIALS MAY OPERATE OR BE STORED. THE
THE ROOT PROTECTION ZONE IS THAT AREA SURROUNDING A TREE, AS MEASURED BY A RADIUS FROM THE
ROOT PROTECTION ZONE NOTE:
AND ACTIVITIES OF INDIVIDUALS WORKING IN AND AROUND TRENCH EXCAVATION.
IMPLEMENT A TRENCH SAFETY PROGRAM IN ACCORDANCE WITH OSHA STANDARDS GOVERNING THE PRESENCE
CONTRACTOR AND/OR CONTRACTOR'S INDEPENDENTLY RETAINED EMPLOYEE OF SAFETY CONSULTANT SHALL
THAT COMPLIES WITH AS A MINIMUM, OSHA STANDARDS FOR TRENCH EXCAVATIONS. SPECIFICALLY,
PROGRAMS AND/OR PROCEDURES SHALL PROVIDE FOR ADEQUATE TRENCH EXCAVATION SAFETY PROTECTION
SYSTEM, PROGRAMS AND/OR PROCEDURES, THE CONTRACTOR'S IMPLEMENTATION OF THE SYSTEMS,
PROJECT WORK AREA IN ORDER TO IMPLEMENT CONTRACTOR'S TRENCH EXCAVATION SAFETY PROTECTION
AVAILABLE GEOTECHNICAL INFORMATION AND THE ANTICIPATED INSTALLATION SITE(S) WITHIN THE
DESIGN/GEOTECHNICAL/SAFETY/EQUIPMENT CONSULTANT, IF ANY SHALL REVIEW THESE PLANS AND
CONTRACTOR AND/OR CONTRACTOR'S INDEPENDENTLY RETAINED EMPLOYEE OR STRUCTURAL
TRENCH EXCAVATION SAFETY PROTECTION
SPECIFICATION ITEM NO. 3000, "SPECIAL SPECIFICATION FOR HANDLING ASBESTOS CEMENT PIPE".
AND/OR DISTURBANCE OF THIS PIPE OCCUR. PAYMENT FOR SUCH WORK IS TO BE MADE UNDER SPECIAL
MANAGEMENT PROCEDURES AND HEALTH SAFETY REQUIREMENTS WILL BE APPLICABLE WHEN REMOVAL
ASBESTOS CONTAINING MATERIAL (ACM), IS LOCATED WITHIN THE PROJECT LIMITS. SPECIAL WASTE
ASBESTOS CEMENT (A.C.) PIPE, ALSO KNOWN AS TRANSITE PIPE AND WHICH IS KNOWN TO CONTAIN
ASBESTOS CEMENT PIPE CONNECTIONS & REMOVAL NOTE:
5+00
6+00
7+00
NCB 15866 BLK 3 LOT 6
5023 LA HAYA ST
MAYER JANET S
NCB 15866 BLK 3 LOT 7
5027 LA HAYA ST
REISS HERBERT O
NCB 15866 BLK 3 LOT 8
5031 LA HAYA ST
HOMOLA CHARLES M
3/4" 226224
3/4" 226225
3/4" 226227
3/4" 226226
3/4" 225918
50'
R.
O.
W.
8.3'
8.9'
LA HAYA ST
DE
LU
NA
ST
APPARENT ROW
APPARENT ROW
EXIST CURB
#19-5511)
(SEE SAWS JOB
PROP 8" SSL
NCB 15867 BLK 4 LOT 7
13006 DE LUNA ST
MYRA
MILLER JOHN A & C
NCB 15867 BLK 4 LOT 5
5022 LA HAYA ST
CLAUDIA I
VARGAS-RAMIREZ
NCB 15867 BLK 4 LOT 6
5026 LA HAYA ST
HUERTA SYLVIA
NCB 15866 BLK 3 LOT 10
13007 DE LUNA ST
ROBERSON TIMOTHY JR
NCB 15866 BLK 3 LOT 5
5019 LA HAYA ST
ESQUEDA RENE
C900 WATER MAIN
PROP ̀ 159 LF 8" PVC
C900 WATER MAIN
PROP `40 LF 8" PVC
VA
LV
E #296574
290
LF
TO
NE
XT
TI
ED
AP
PR
OX
AND ENGINEER (NSPI)
APPROVAL FROM SAWS INSPECTOR
WATER MAIN AFTER TESTING
CUT AND CAP EXIST 6" A.C.
E = 2162005.35
N = 13753569.79
(DD-844-01)
SEE SAWS DETAIL
2" STD BLOWOFF (TEMP)
TAPPED CAP, MJ (TEMP)
1-8"x2" ECCENTRICALLY
INSTALL:
E = 2162000.23
N = 13753565.01
(DD-839-08)
RL = 2' SEE SAWS DETAIL
1-8"x11.25°BEND, MJ (ROLLED)
INSTALL:
E = 2162005.35
N = 13753569.79
BLOCKING AT TIE-IN TO EXIST MAIN
CONTRACTOR TO PROVIDE THRUST
REMOVE ` 26 LF 6" AC PIPE
` 13 LF 6" PVC PIPE, CUT AS REQ'D
1-TRANSITION COUPLING, MJ (PVC TO AC)
RL=24' SEE SAWS DETAIL (DD-839-07)
1-8"x6" REDUCER, MJ
INSTALL:
TIE NEW 8" PVC MAIN TO EXIST 6" AC
AFTER RELEASE FOR SERVICE
3/4" 226228
3/4" 225917
(NSPI)
ABANDONED IN PLACE
MAIN TO BE
EXIST 6" AC WATER
NCB 15866 BLK 3 LOT 9
13003 DE LUNA ST
SAMPECK MICHAEL ANTHONY
ENCASEMENT
`4.1 CY FLOWABLE FILL
STA 5+46 TO STA 5+64
1.53' TO TOP
2.5" FIBER
POTHOLE #10
POINT #103
CONTROL
E = 2161998.30
N = 13753561.65
`4 LF 8" PVC C900 WATER MAIN
1-8"x45°BEND, MJ
1-6" VALVE BOX, COMPLETE
RL=58' SEE SAWS DETAIL (DD-839-07)
1-8" GATE VALVE, MJ
INSTALL:
WATER MAIN
8" PVC C900
PROP `7 LF
FILL ENCASEMENT
` 4.1 CY FLOWABLE
STA 7+02 TO STA 7+20
4.8'
4.33' TO TOP
6" WATER
POTHOLE #4
E = 2162039.63
N = 13753408.49
(DD-839-08)
RL = 2' SEE SAWS DETAIL
1-8"x11.25°BEND, MJ
INSTALL:
CROSSING
GAS, ELECTRIC
UNDERGROUND
!!!CAUTION
!!!
CROSSING
GAS, ELECTRIC
UNDERGROUND
CAUTION
CROSSING
FIBER
UNDERGROUND
!!!CAUTION CURB
EXIST
TALLOW
7" CHINESE
T9
42" OAK
T8
38" OAK
T7
40" OAK
T10
48" OAK
T11
1 ADDENDUM NO. 1 ADF NAG 9/25/19
1
1+00 2+00 3+001+50 2+50 3+50 4+00
PR
OP I
NV
ER
T
EXI
ST
GR
AD
E
815
820
825
830
835
840
845
850 850
845
840
835
830
825
820
815
810 810
MA
TC
H
LI
NE
ST
A 4
+50
MA
TC
H
LI
NE
ST
A 4
+50
4+50
09/25/19
112880
NALLELY ABRIL GONZALEZ
W W
WIV
IV
WW
WW
IV
S
E
W WIVIV
IV
E
IV
E
W WIV IV
IV
IV
W
WIV
T
TT
T
CO
S
SPEED BUMP
WO
OD
FE
NC
E
SS
SS
SS
1+00 2+00 3+00
4+00
839.27
839.40
839.54
839.99
840.59
841.02
838.79
830.03
830.28
830.53
830.78
831.03
831.39
831.64
831.99
839.06
Drawn Approved Date
SUBMITTED
APPROVED
MAP No.
SECT. No.
DR. CK.
S
O
HEET
F
REVISIONS
RevisionNo.
CONT. BUDGET PROJ.
DEVELOPER:
www.kfriese.com
TBPE Firm Number 6535
P 210.491.2391 F 512.338.1784
San Antonio, Texas 78216
Suite 404
10001 Reunion Place
19-5511JOB No.
46
2020 SMP PACKAGE V
PLAN AND PROFILE
LEGEND
PROP SANITARY SEWER LINE
EXIST EDGE OF PAVEMENT
EXIST OVERHEAD UTILITIES
EXIST WATERLINE
EXIST SANITARY SEWER LINE
EXIST GAS LINE
PROPERTY LINE
UTILITY POLE
EXIST TREE TO PROTECT
EXIST WOOD FENCE
EXIST CHAINLINK FENCE
EXIST TREE
SSPROP MANHOLE
CLEANOUTPROP SEWER LATERAL &
JOB No.
(LA HAYA)
PLAN AND PROFILE
SANITARY SEWER
BEGIN TO STA 4+00
HORIZONTAL SCALE
40'
VERTICAL SCALE
10'0' 5'
20'0'
2"G
6" A.C.W
OHE
SS
LA HAYA ST
EL
CH
AR
RO
ST
CL
EA
NO
UT
1 -
TW
O
WA
Y
24
LF 6"
PV
C
PI
PE
ST
A 1
+76.37
CL
EA
NO
UT
1 -
TW
O
WA
Y
26
LF 6"
PV
C
PI
PE
ST
A 1
+82.67
CL
EA
NO
UT
1 -
TW
O
WA
Y
23
LF 6"
PV
C
PI
PE
ST
A 2
+54.67
CL
EA
NO
UT
1 -
TW
O
WA
Y
27
LF 6"
PV
C
PI
PE
ST
A 2
+55.87
APPARENT ROW
APPARENT ROW
EXIST CURB
EXIST EOP
(NSPI)
TO BE REMOVED
EXIST 8" SSL
CL
EA
NO
UT
1 -
TW
O
WA
Y
24
LF 6"
PV
C
PI
PE
ST
A 3
+26.23
CL
EA
NO
UT
1 -
TW
O
WA
Y
26
LF 6"
PV
C
PI
PE
ST
A 3
+40.36
CL
EA
NO
UT
1 -
TW
O
WA
Y
25
LF 6"
PV
C
PI
PE
ST
A 4
+05.95
CL
EA
NO
UT
1 -
TW
O
WA
Y
23
LF 6"
PV
C
PI
PE
ST
A 4
+24.63
50'
RO
W
24.0'
25.3'
26.3'
160 PSI @ 0.50%
PVC SDR 26 D2241
PROP 217 LF 8"
160 PSI @ 0.51%
PVC SDR 26 D2241
PROP 83 LF 8"
!!!
CROSSING
ELECTRIC
UNDERGROUND
CAUTION
#102
POINT
CONTROL
160 PSI @ 0.50%
PVC SDR 26 D2241
PROP 50 LF 8"
D2241 160 PSI @ 0.50%
PROP 50 LF 8" PVC SDR 26
(NSPI)
TO BE REMOVED
EXIST 8" SSL
NCB 15866 BLK 3 LOT 2
5007 LA HAYA ST
BUBEL CHARLES J
NCB 15866 BLK 3 LOT 3
5011 LA HAYA ST
HENIGSMITH MATTHEW W
NCB 15867 BLK 4 LOT 2
5006 LA HAYA ST
INSERRA CAROL A
NCB 15867 BLK 4 LOT 1
5002 LA HAYA ST
EVANKO JOSEPH & MARY
NCB 15867 BLK 4 LOT 3
5010 LA HAYA ST
JACKSON PHILIP A & EVA FAY
NCB 15866 BLK 3 LOT 4
5015 LA HAYA ST
RUSSELL
CONKLING MELAINE &
POINT #100
CONTROL
4.9'
8"
FL (I
N)
=831.22(
W)
8"
FL (
OU
T)
=831.12(
SE)
8"
FL (I
N)
=831.74(
W)
8"
FL (
OU
T)
=831.64(
SE)
EXIST 8" CLAY PIPE (NSPI)
REMOVE & DISPOSE OF
8"
FL(I
N)
=830.03(
NW)
8"
FL(I
N)
=824.53
NW)
(TI
E-I
N,
NS
PI)
EXI
ST 8"
FL(I
N)
=824.42(
NE)
(TI
E-I
N,
NS
PI)
EXI
ST 8"
FL(
OU
T)
=824.43(
SW)
3.7
VF
VE
RTI
CA
L
ST
AC
K
3.7
VF
VE
RTI
CA
L
ST
AC
K
3.6
VF
VE
RTI
CA
L
ST
AC
K
3.6
VF
VE
RTI
CA
L
ST
AC
K
3.5
VF
VE
RTI
CA
L
ST
AC
K
3.5
VF
VE
RTI
CA
L
ST
AC
K
3.9
VF
VE
RTI
CA
L
ST
AC
K
4.0
VF
VE
RTI
CA
L
ST
AC
K
#19-5011
UNDER SAWS JOB
MILLED & OVERLAYED
INTERSECTION TO BE
6.9'
8.0'
#19-5011)
(SEE SAWS JOB
PROP 8" WATER
4.9'
2.54
VF
EX
TR
A
DE
PT
H
PA
VE
ME
NT
MA
TC
H
EXI
STI
NG
PR
OP
TO
P
EL
EV
=`
839.66
PR
OP 4'
DI
A
SS
MH #2
ST
A 3
+17.42
2.95
VF
EX
TR
A
DE
PT
H
PA
VE
ME
NT
MA
TC
H
EXI
STI
NG
PR
OP
TO
P
EL
EV
=`
840.59
PR
OP 4'
DI
A
SS
MH #3
ST
A 4
+00.18
MAILBOX (NSPI)
PROTECT EXISTING
MAILBOX (NSPI)
PROTECT EXISTING
MAILBOX (NSPI)
PROTECT EXISTING
TOP PIPE=834.54
EXIST 2" GAS
NCB 15868 BLK 5 LOT 9
12902 EL CHARRO ST
THOMPSON VIRGINIA
NCB 15868 BLK 5 LOT 10
12810 EL CHARRO ST
MAYER KATHERINE M
4.01' TO TOP
2" GAS
POTHOLE #5
8.64
VF
EX
TR
A
DE
PT
H
MA
TC
H
EXI
STI
NG
PA
VE
ME
NT
PR
OP
TO
P
EL
EV
=`
839.06
SS
MH #1
PR
OP 4'
DI
A
EX
TE
RN
AL
DR
OP
ST
A 1
+00.00
NCB 15866 BLK 3 LOT 1
5003 LA HAYA ST
SCHEIB CARL A & BARBARA
3.54' TO TOP
(3) 3" UGE
POTHOLE #8
1.32' TO TOP
2.5" FIBER
POTHOLE #9
TO
MH 50704
AP
PR
OX 290
LF
TO
MH 50702
AP
PR
OX 300
LF
(TOP PIPE=835.33)
ELECTRIC
EXIST (3) 3"
5 AND TREE PROTECTION TABLE.
FOLLOW APPROVED TREE PERMIT (NSPI). REFER TO SHEET 2, NOTE
PRUNING, AND ROOT PROTECTION FOR CONSTRUCTION AND SHALL
ONTO PUBLIC ROW, WHERE IDENTIFIED, MAY REQUIRE TRIMMING,
2. TREES FOUND ON PRIVATE PROPERTY WITH BRANCHES THAT OVERHANG
EXTERNAL DROP.
CONTRACTOR SHALL REFER TO SAWS STD DETAIL DD-852-08 FOR 1.
NOTES:
30" OAK
T3
36" OAK
T1
36" OAK
T2
32" OAK
T4
32" OAK
T5
21" OAK
T6
1 ADDENDUM NO. 1 ADF NAG 9/25/19
1
173.61°
168.62°
EXIST GROUND
92.73°
87.27°
E=2162096.69
N=13753299.77
PROP TOP ELEV=`840.59
PROP WATERTIGHT 4' DIA SSMH #3
REMOVED & DISPOSED (NSPI)
EXIST SSMH ID# 50441 TO BE
STA 4+00.18
E=2162142.34
N=13753230.73
PROP TOP ELEV=`839.66
SSMH #2
PROP WATERTIGHT 4' DIA
STA 3+17.42
E=2,162,283.10
N=13,753,065.03
PROP TOP ELEV=`839.06
(SEE NOTE 1 THIS SHEET)
EXTERNAL DROP SSMH #1
PROP WATERTIGHT 4' DIA
REMOVED & DISPOSED (NSPI)
EXIST SSMH ID# 50440 TO BE
STA 1+00.00
D2241 160 PSI @ 0.50%PROP 217 LF 8" PVC SDR 26 D2241 160 PSI @ 0.51%
PROP 83 LF 8" PVC SDR 26
5+00 6+004+50 5+50 6+50
PR
OP I
NV
ER
T
EXI
ST
GR
AD
E
815
820
825
830
835
840
845
850 850
845
840
835
830
825
820
815
MA
TC
H
LI
NE
ST
A 4
+50
MA
TC
H
LI
NE
ST
A 4
+50
855855
7+00
09/25/19
112880
NALLELY ABRIL GONZALEZ
E
W
IV
IV
IV
W W
W
IV
E
WW
E
W
W
S
W
SS SS5+00
6+00 7+00
841.02
841.42
841.88
842.51
843.03
843.73
831.99
832.24
832.59
832.84
833.09
833.34
Drawn Approved Date
SUBMITTED
APPROVED
MAP No.
SECT. No.
DR. CK.
S
O
HEET
F
REVISIONS
RevisionNo.
CONT. BUDGET PROJ.
DEVELOPER:
www.kfriese.com
TBPE Firm Number 6535
P 210.491.2391 F 512.338.1784
San Antonio, Texas 78216
Suite 404
10001 Reunion Place
19-5511JOB No.
56
2020 SMP PACKAGE V
PLAN AND PROFILE
LEGEND
PROP SANITARY SEWER LINE
EXIST EDGE OF PAVEMENT
EXIST OVERHEAD UTILITIES
EXIST WATERLINE
EXIST SANITARY SEWER LINE
EXIST GAS LINE
PROPERTY LINE
UTILITY POLE
EXIST TREE TO PROTECT
EXIST WOOD FENCE
EXIST CHAINLINK FENCE
EXIST TREE
SSPROP MANHOLE
CLEANOUTPROP SEWER LATERAL &
JOB No.
(LA HAYA)
PLAN AND PROFILE
SANITARY SEWER
STA 4+00 TO END
HORIZONTAL SCALE
40'
VERTICAL SCALE
10'0' 5'
20'0'
2"G
6" A.C.W
OHE
SS
LA HAYA ST
APPARENT ROW
APPARENT ROW
EXIST EOP
CL
EA
NO
UT
1 -
TW
O
WA
Y
24
LF 6"
PV
C
PI
PE
ST
A 6
+05.66
50'
RO
W
20.6' 22.1'
DE
LU
NA S
T
!!!
CROSSING
ELECTRIC
UNDERGROUND
CAUTION
CL
EA
NO
UT
1 -
TW
O
WA
Y30
LF 6"
PV
C
PI
PE
ST
A 4
+81.89
CL
EA
NO
UT
1 -
TW
O
WA
Y
28
LF 6"
PV
C
PI
PE
ST
A 5
+48.76
CL
EA
NO
UT
1 -
TW
O
WA
Y
25
LF 6"
PV
C
PI
PE
ST
A 6
+22.16
(NSPI)
TO BE REMOVED
EXIST 8" SSL
8"
FL (I
N)
= 832.52(
W)
8"
FL (
OU
T)
= 832.42(
SE)
NCB 15867 BLK 4 LOT 4
5014 LA HAYA ST
STANKORB CAROL
NCB 15866 BLK 3 LOT 8
5031 LA HAYA ST
HOMOLA CHARLES M
NCB 15866 BLK 3 LOT 7
5027 LA HAYA ST
REISS HERBERT O
NCB 15866 BLK 3 LOT 6
5023 LA HAYA ST
MAYER JANET S
NCB 15866 BLK 3 LOT 9
13003 DE LUNA ST
ANTHONY
SAMPECK MICHAEL
NCB 15867 BLK 4 LOT 5
5022 LA HAYA ST
CLAUDIA I
VARGAS-RAMIREZ
NCB 15867 BLK 4 LOT 7
13006 DE LUNA ST
MYRA
MILLER JOHN A & C
NCB 15867 BLK 4 LOT 6
5026 LA HAYA ST
HUERTA SYLVIA
NCB 15866 BLK 3 LOT 5
5019 LA HAYA ST
ESQUEDA RENE
NCB 15866 BLK 3 LOT 10
13007 DE LUNA ST
ROBERSON TIMOTHY JR
CL
EA
NO
UT
1 -
TW
O
WA
Y
PV
C
PI
PE
46
LF 6"
ST
A 7
+03.40
TO REMAIN
EXIST 8" VCP SSL
8.3'
EOP
EXIST
EXIST 8" CLAY PIPE (NSPI)
REMOVE & DISPOSE OF
(TI
E-I
N,
NS
PI)
EXI
ST 8"
FL (I
N)
= 836.24(
W)
8"
FL (I
N)
= 833.48(
W)
8"
FL (
OU
T)
= 833.38(
SE)
160 PSI @ 0.50%
PVC SDR 26 D2241
PROP 87 LF 8"
160 PSI @ 0.50%
PVC SDR 26 D2241
PROP 171 LF 8"
5.4
VF
VE
RTI
CA
L
ST
AC
K
4.8
VF
VE
RTI
CA
L
ST
AC
K
4.7
VF
VE
RTI
CA
L
ST
AC
K
4.3
VF
VE
RTI
CA
L
ST
AC
K
4.3
VF
VE
RTI
CA
L
ST
AC
K
4.1
VF
VE
RTI
CA
L
ST
AC
K
#19-5011)
(SEE SAWS JOB
PROP 8" WATER
3.32
VF
EX
TR
A
DE
PT
H
PA
VE
ME
NT
MA
TC
H
EXI
STI
NG
PR
OP
TO
P
EL
EV
=`
841.74
PR
OP 4'
DI
A
SS
MH #4
ST
A 5
+36.88
E
NC
AS
EM
EN
T
2
CY
FL
OW
AB
LE
FI
LL
CL
EA
NO
UT
1 -
TW
O
WA
Y
20
LF 6"
PV
C
PI
PE
ST
A 5
+15.10
AND RESTORE (NSPI)
CONTRACTOR TO PROTECT
TREES AND PLANTS.
PARKWAY WITH UNCOMMON
CAUTION:
4.47
VF
EX
TR
A
DE
PT
H
MA
TC
H
EXI
STI
NG
PA
VE
ME
NT
PR
OP
TO
P
EL
EV
=`
843.85
SS
MH #5
PR
OP 4'
DI
A
EX
TE
RN
AL
DR
OP
ST
A 7
+07.96
1.53' TO TOP
2.5" FIBER
POTHOLE #10
POINT #103
CONTROL
TO
MH 50927
APP
RO
X 290
LF
PROJECT LIMITS)
SEWER MAIN OUTSIDE
(SERVICED OFF OF
PROJECT LIMITS)
SEWER MAIN OUTSIDE
(SERVICED OFF OF
PROJECT LIMITS)
SEWER MAIN OUTSIDE
(SERVICED OFF OF
4.33' TO TOP
6" WATER
POTHOLE #4
EXIST EOP
!!!
CROSSING
ELECTRIC
UNDERGROUND
CAUTION
AND TREE PROTECTION TABLE.
FOLLOW APPROVED TREE PERMIT (NSPI). REFER TO SHEET 2, NOTE 5
PRUNING, AND ROOT PROTECTION FOR CONSTRUCTION AND SHALL
ONTO PUBLIC ROW, WHERE IDENTIFIED, MAY REQUIRE TRIMMING,
2. TREES FOUND ON PRIVATE PROPERTY WITH BRANCHES THAT OVERHANG
EXTERNAL DROP.
CONTRACTOR SHALL REFER TO SAWS STD DETAIL DD-852-08 FOR 1.
NOTES:
42" OAK
T8
38" OAK
T7
48" OAK
T11
40" OAK
T10
TALLOW
7" CHINESE
T9
1 ADDENDUM NO. 1 ADF NAG 9/25/19
1
172.74°
E = 2,162,043.63
N = 13,753,425.60
PROP TOP ELEV=`841.74
SSMH #4
PROP WATERTIGHT 4' DIA
STA 5+36.88
EXIST GROUND
117.86°
E = 2,161,998.45
N = 13,753,590.61
PROP TOP ELEV=`843.85
(SEE NOTE 1 THIS SHEET)
EXTERNAL DROP SSMH #5
PROP WATERTIGHT 4' DIA
(NSPI)
BE REMOVED & DISPOSED
EXIST SSMH ID# 50442 TO
STA 7+07.96
#19-5011)
(SEE SAWS JOB
PROP 8" WATER
TOP PIPE=839.20
EXIST 6" WATER
D2241 160 PSI @ 0.50%PROP 171 LF 8" PVC SDR 26
D2241 160 PSI @ 0.50%PROP 87 LF 8" PVC SDR 26