2020 SMP Package V (La Haya and Rosewood) Solicitation ...€¦ · bubel charles2-1‚" solid caps....

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

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CO

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SPEED BUMP

WO

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FE

NC

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SS

SS

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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

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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


5014 LA HAYA ST

STANKORB CAROL


5006 LA HAYA ST

INSERRA CAROL A


5010 LA HAYA ST

EVA FAY

JACKSON PHILIP A &


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


5002 LA HAYA ST

EVANKO JOSEPH & MARY


5015 LA HAYA ST

CONKLING MELAINE & RUSSELL


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

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E

W

W

E

W

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MA

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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


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


P 210.491.2391 F 512.338.1784


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


5023 LA HAYA ST

MAYER JANET S


5027 LA HAYA ST

REISS HERBERT O


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


13006 DE LUNA ST

MYRA

MILLER JOHN A & C


5022 LA HAYA ST

CLAUDIA I

VARGAS-RAMIREZ


5026 LA HAYA ST

HUERTA SYLVIA


13007 DE LUNA ST

ROBERSON TIMOTHY JR


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)


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


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


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

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


W W

WIV

IV

WW

WW

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E

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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


P 210.491.2391 F 512.338.1784


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


5007 LA HAYA ST

BUBEL CHARLES J


5011 LA HAYA ST

HENIGSMITH MATTHEW W


5006 LA HAYA ST

INSERRA CAROL A


5002 LA HAYA ST

EVANKO JOSEPH & MARY


5010 LA HAYA ST

JACKSON PHILIP A & EVA FAY


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


12902 EL CHARRO ST

THOMPSON VIRGINIA


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


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

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


SSMH #2

PROP WATERTIGHT 4' DIA

STA 3+17.42

E=2,162,283.10

N=13,753,065.03


(SEE NOTE 1 THIS SHEET)

EXTERNAL DROP SSMH #1


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


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


P 210.491.2391 F 512.338.1784


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)


5014 LA HAYA ST

STANKORB CAROL


5031 LA HAYA ST

HOMOLA CHARLES M


5027 LA HAYA ST

REISS HERBERT O


5023 LA HAYA ST

MAYER JANET S


13003 DE LUNA ST

ANTHONY

SAMPECK MICHAEL


5022 LA HAYA ST

CLAUDIA I

VARGAS-RAMIREZ


13006 DE LUNA ST

MYRA

MILLER JOHN A & C


5026 LA HAYA ST

HUERTA SYLVIA


5019 LA HAYA ST

ESQUEDA RENE


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

172.74°

E = 2,162,043.63

N = 13,753,425.60


SSMH #4


STA 5+36.88

EXIST GROUND

117.86°

E = 2,161,998.45

N = 13,753,590.61


(SEE NOTE 1 THIS SHEET)

EXTERNAL DROP SSMH #5


(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

2020 SMP Package V (La Haya and Rosewood) Solicitation ...€¦ · bubel charles2-1‚" solid caps....

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Transcript of 2020 SMP Package V (La Haya and Rosewood) Solicitation ...€¦ · bubel charles2-1‚" solid caps....