TURTLE CREEK SEWER LINE RELOCATION 67 Job …€¦ · san antonio water system n.t.s city location map m aestas & a sso c iat e s in c. tbpe registration no. : f-333 (210) 366-1988

SAN ANTONIO WATER SYSTEM 1 of 2 TURTLE CREEK SEWER LINE RELOCATION IFB | ADDENDUM 1

TURTLE CREEK SEWER LINE RELOCATION Solicitation Number: CO-00167

Job No.: 18-4518

ADDENDUM 1 March 28, 2018

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 1. When will job start/be awarded?

The job is anticipated to be awarded at the May board meeting and construction will start in late May.

2. Can we get an excel version of the bid tab?Yes, the Excel version is attached to this document.

3. Any contaminated soil/liquids?There are no known contaminated soils or liquids.

4. Who is responsible for material testing?Per General Conditions 5.3, the Contractor is responsible for performing Quality Control inspection and testingservices to assure Project compliance with Contract Documents. Sampling and testing of materials, laboratoryinspection of materials and processes for quality control purposes shall be performed at the expense of theContractor or Supplier by an independent commercial laboratory approved by the SAWS COI.

5. Is a project schedule available?A project schedule is not available, but per the bid proposal, the project is to be completed within 75 calendardays after the start date, as set forth in the Authorization to Proceed.

6. Is a geotechnical report available? If so, can it please be provided?A geotechnical report was not prepared, therefore is not available.

7. Please provide the PG in reference to the asphalt binder and asphalt aggregate of item 205.4.PG 64-22 Local Street without bus traffic is to be provided.

8. Are there any Right of Way permits needed for this job?No ROW permits are needed.

9. Can manholes A1 and A10 be dog house manholes?No, these manholes cannot be used as doghouse manholes.

SAN ANTONIO WATER SYSTEM 2 of 2 TURTLE CREEK SEWER LINE RELOCATION IFB | ADDENDUM 1

10. In reference to page 7 of the project plans, it states to “remove and replace wooden fence… NSPI”. Can SAWS provide limits for this non-pay item or provide a quantity? The length of fencing to be removed and replaced needs to be limited to the width of the sanitary sewer easement (16 feet). If removal of more than 16 feet of fence is needed, Contractor will have to coordinate with adjacent landowner(s).

11. Throughout the provided plans, there is a note above “100% submittal” which states, “This document is released for the purpose of preliminary review” and “It is not to be used for construction or bidding purposes”. Can we be provided a final construction/bid set? Sign and Seal plans are attached to this addendum.

12. Throughout the provided plans, it shows that the manholes within the pavement area are to receive flowable fill as backfill. Are the manholes outside of the pavement area (A1, A7, A8, A9, & A10) to receive the same flowable fill backfill? All manholes are to be backfilled with flowable fill.

13. In reference to page 3 of the project plans, can you please add an “as of date” clause to the specifications identified in notes 1 & 2 to indicate which version of the specifications apply? Latest published version of specifications is to be used (2014 Construction Specifications with 2017/2018 updates), as available on SAWS website.

14. In reference to page 3 of the project plans, note 20 states that manholes to be abandoned are NSPI; however, there is a pay item listed on page 2. Can the NSPI wording in this note be removed? Note 20 refers to ring and cover to be salvage, “NSPI” has been removed from note on attached plans. Abandonment of manholes shall be in accordance with SAWS Spec Item 862.

15. Spec 852 (manholes) states contractor will get paid by each. Will the payment occur at installation or after final testing and approval? Manholes will be paid for after final testing and approval.

CHANGES TO SPECIFICATIONS

1. Wage decision for buildings, included as an attachment to this addendum are to be added to the Bidding Documents.

CHANGES TO THE PLANS

1. Sign and Seal plans, attached. 2. Removed “NSPI” from note 20.

END OF ADDENDUM This Addendum, including these two (2) pages, is twenty-seven (27) pages with attachments in its entirety. Attachments: Sign and Seal Plans, Wage decision for Buildings ___________________________________ Ernest T. Maestas Maestas and Associates, LLC

SAN ANTONIO WATER SYSTEM

N.T.S

CITY LOCATION MAP

M AESTASA AS S SO C I T E CIN& .

TBPE REGISTRATION No. : F-333 (210) 366-1988

78230

SAN ANTONIO, TEXAS

SUITE 350

11550 I.H. 10 WEST

RECHARGE ZONE

EDWARDS AQUIFER

LOOP 410

HWY 90

GUADALUPE CO.

BA

NDER

A C

O.

KENDALL CO.

ATASCOSA CO.

ME

DIN

A C

O.

WIL

SO

N C

O.

LOOP 1604

IH 10

US 2

81

HWY 87

LO

OP 1604

IH 10

HWY 181

LOOP 1604

HW

Y 2

81

IH 3

7

LOOP 410

LO

OP 1

604

IH 35

IH 35

- PROJECT SITE

SESW

NENW

LOOP 410

N.T.S

MEDIC

AL

BLU

FFCREEK

FAIR

HAVEN

IH-10

DATA

POIN

T

WU

RZB

AC

H

FR

ED

RIC

KS

BU

RG

VICINITY MAP

SAWS PROJECT NUMBER: 18-4518

SAWS SOLICITATION No. CO-00167

TURTLE CREEK No. 3 SEWER LINE RELOCATION

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100% SUBMITTALFEBRUARY 2018

PROJECT SITE

3/20/2018

SHEET 1 OF 1

SUMMARY OF QUANTITIES

INDEX OF SHEETS

2

INDEX OF SHEETS

SUMMARY OF QUANTITIES



78230

SAN ANTONIO, TEXAS

SUITE 350

11550 I.H. 10 WEST

18

Drawn Approved DateRevisionNo.

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TURTLE CREEK No. 3 SEWER LINE

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SAWS GENERAL CONSTRUCTION NOTES

3

SHEET 1 OF 2

GENERAL NOTES



78230

SAN ANTONIO, TEXAS

SUITE 350

11550 I.H. 10 WEST

18


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SAWS GENERAL CONSTRUCTION NOTES

4

SHEET 2 OF 2

GENERAL NOTES



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SAN ANTONIO, TEXAS

SUITE 350

11550 I.H. 10 WEST

18


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78230

SAN ANTONIO, TEXAS

SUITE 350

11550 I.H. 10 WEST

18

SHEET 1 OF 1

PROJECT LAYOUT

SANITARY SEWER

5

BLUFFDALE DR

BL

UFF

CR

EE

K D

R

(60' R.O.W.)

(V. 8100, P. 176, D.P.R.)

(60' R.O.W.)

(V. 8100, P. 176,

D.P.R.)

902

901

*10' ELEC. ESM'T.

*ES

M'T.

*10' ELECTRIC ESM'T.

*16' WATER ESM'T.

*16' WATER ESM'T.

ESM'T.TELEPHONE

*10' X 10'

VOL 7237, PG. 952, D.R.ESM'T. & LICENSE

WATER WELL LEASE,

*ES

M'T.

CONTROL ESM'T

.

*150' S

ANITARY

*ESM'T.*ESM'T.

*6' OVERHANG ESM'T.

*6' OVERHANG ESM'T.

O.P.R.VOL 9011, PG 1218

40' ACCESS ESM'T.SIGNATURE RIDGE, L.P

TURTLE CREEK BASELINE

CONTROL ESM'T

.

PROP. 150'

SANITARY

Course from A50 to A60 S 66° 27' 19.65" W Dist 86.52

Point A50 N 13,739,464.54 E 2,108,114.51 Sta 18+69.79

Course from A40 to A50 N 81° 07' 14.68" W Dist 111.05

Point A40 N 13,739,447.40 E 2,108,224.22 Sta 17+58.74


Point A30 N 13,739,804.23 E 2,108,538.75 Sta 12+83.08

Course from A10 to A30 S 36° 45' 07.65" E Dist 251.23

Point A10 N 13,740,005.52 E 2,108,388.42 Sta 10+31.85

========================================================

Beginning chain TC_SANSEW_HALN description

Ending chain TC_SANSEW_HALN description

===============================================================================

Point A80 N 13,739,264.60 E 2,107,738.14 Sta 23+77.71

Course from A70 to A80 N 56° 08' 56.85" W Dist 116.16

Point A70 N 13,739,199.90 E 2,107,834.61 Sta 22+61.55


Point A60 N 13,739,429.98 E 2,108,035.19 Sta 19+56.31

*16' SAN. SEWER ESM'T.

*10' GAS & ELEC. G

AS E

SM'T.

*10' E

LE

C.

&

VOL 3356, PG 1287, O.P.R.16' S.W. BELL TELE ESM'T.

VOL 7239 PG 1, D.P.R.*16' WATER & ELEC ESM'T.

VOL 3356, PG 1287, O.P.R.16' S.W. BELL TELE ESM'T.

VOL 9538, PG 121, D.P.R.14' GAS, ELEC, CATV ESM'T.

VOL 9538, PG 121, D.P.R.14' GAS, ELEC, CATV ESM'T.

D.R.

VO

L 3

843, P

G 5

98

40' C.P.S.

R.O.W.

O.P.R.

VO

L 9

432, P

G 1

323

0.4

01 A

CC

ES

S E

SM'T.

SIG

NA

TU

RE RID

GE, L.P.

*EXISTING EASEMENTS AS RECORDED IN VOL 8600, PAGE 141 & 142, D.P.R


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NO

RTH

SCALE: 1" = 100'

LEGEND

PROPOSED SEWER LINE

CONTROL POINTS

ROW

PROPERTY LINES

EASEMENT LINES

DEED RECORDSD.R.

DEED AND PLAT RECORDSD.P.R.

O.P.R. OFFICIAL PUBLIC RECORDS

VOL 6929, PGS 374 - 385, D.R.- 1.638 AC. PHASE 3EXISTING 16' SANITARY SEWER

PI S

TA. 17+58.7

4

PI S

TA. 19+56.31

PI S

TA. 22+61.55

PI STA. 12+83.08Point A30

Point A40

Point A60

Point A70

Point A50PI

STA. 18

+69.7

9

15+00

20+00

OF CP 901

512' SOUTH

LOCATED

CP 900 IS

CONTROL ESM'T

.

PROP. 150'

SANITARY

Y = 13,739,264.60

X = 2,107,738.14

STA. 23+77.71, Point A80

END TURTLE CREEK BASELINE

Y = 13,740,005.52

X = 2,108,388.42

STA. 10+31.85, Point A10

BEGIN TURTLE CREEK BASELINE

GAS ESM'T.*10' ELEC. &

*24' WATER & ELEC ESM'T.VOL 7239, PG 1, D.R.EXISTING 24' WATER

16' WATER ESM'T. TR. 3 VOL 7239, PG 1, D.R.16' WATER ESM'T. VOL 7237, PG 968, D.R.

VOL 8100, PG 3410' TELE ESM'T.

VOL 8100, PG 34ESM'T. AS RECORDED INTELE & C.P.S.B. OVERHANGEXISTING 20' SAN SEWER,

*15' OVERHANG ESM'T.

STAGING AREA

PROPOSED

3/20/2018

8"SS

NOTES

1.

2.

3.

IN THE PROJECT AREA.

AND WORK AROUND ANY GAS VALVES THAT ARE

AT ALL TIMES. THE CONTRACTOR MUST PROTECT

92.181 CPS MUST MAINTAIN ACCESS TO GAS VALVES

DUE TO FEDERAL REGULATION TITLE 49, PART

AREAS.

ELECTRIC FACILITIES ADJACENT TO THE WORK

PROTECTING CPS OVERHEAD AND UNDERGROUND

THE CONTRACTOR WILL BE RESPONSIBLE FOR

TO BE ACCURATE.

AVAILABLE RECORDS AND ARE NOT GUARANTEED

INDICATED ON THE PLAN ARE TAKEN FROM

THE EXISTENCE AND LOCATION OF UTILITIES



78230

SAN ANTONIO, TEXAS

SUITE 350

11550 I.H. 10 WEST

18

6

SHEET 1 OF 1

SWPPP, AND UTILITY LAYOUT

SANITARY SEWER ABANDONMENT,

*EXISTING EASEMENTS AS RECORDED IN VOL 8600, PAGE 141 & 142, D.P.R


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NO

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SCALE: 1" = 100'

FENCE

SEDIMENT CONTROL

LEGEND

EXIST. WATER MAIN

GAS MAIN

SANITARY SEWER

STORM SEWER

UTILITY POLE LINE

6"C.I.W.

2"G

8"SS

24"ST

OH ELECTRIC CABLE OHE

PROPERTY LINES

EXIST. TOPO

OETOH ELECTRIC/TELE

EASEMENT LINES

CHAINLINK FENCE

WOOD FENCE

TREES

UG TELEPHONE UT

8"

FIBER OPTIC BOX

PROP. SAN SEWER

FENCE

WROUGHT IRON

EXIST CLEANOUT

EXIST RIGHT OF WAY

TO BE ABANDONED

SANITARY SEWER

TEST HOLE

SUE LEVEL "A"

NOT TO SCALE1

NOT TO SCALE2

S.U.E. DETAIL 1 S.U.E. DETAIL 2

VOL 6929, PGS 374 - 385, D.R.- 1.638 AC. PHASE 3EXISTING 16' SANITARY SEWER

15+00

20+00

BLUFFDALE DR

BL

UFF

CR

EE

K D

R

(60' R.O.W.)

(60' R.O.W.)

CONTROL ESM'T

.

*150' S

ANITARY

*10' ELECTRIC ESM'T.

CONTROL ESM'T

.

PROP. 150'

SANITARY

CONTROL ESM'T

.

PROP. 150'

SANITARY

-

1

-

2

*16' SAN. SEWER ESM'T.

PROPOSED

STAGING AREA

3/20/2018

ABANDON EXISTING 8" SANITARY SEWER LINE & MANHOLES

PROP 8" SANITARY SEWER

Cut & Plug Exist 8" San Sewer Cut & Plug Exist 8" San Sewer

Exist. Gate

3'±

SEE DETAILSEE DETAIL

ABANDONMENT NOTES:

1. SANITARY SEWER LINE AND MANHOLE ABANDONMENT

SHALL NOT OCCUR UNTIL ALL EXISTING SANITARY SEWER

FLOW HAS BEEN TRANSFERRED TO PROPOSED LINE AND

APPROVED BY SAWS INSPECTOR.

2. CONTRACTOR SHALL NOTIFY SAWS 14 BUSINESS DAYS IN

ADVANCE OF TRANSFERRING SANITARY SEWER FLOWS

FROM EXISTING TO PROPOSED LINE.

PROP 8" SANITARY SEWER

12"A.C.W.

16"A.C.W.

12"A.C.W.

16"A.C.W.

OH

EO

HE

SEWER

SANITARY

PROP 8"

SEWER

SANITARY

PROP 8"

OHE

W/ Conc Curb

Link Fence

Exist. Chain

Link Fence

Exist. ChainW/ Conc Curb

Link Fence

Exist. Chain

Driveway

Exist. Conc

2'±

TH-X

12"A.C.W.

UTUT

12"A.C.W.

7'±

4'±

12" A.C. Waterline

TH-2

1" Fiber Optic Line

TH-1

Waterline

16" A.C.

TH-4

12'±

11'±Waterline

12" A.C.

TH-3

3'±

4'±

Link Fence

Exist. Chain

Link Fence

Exist. Chain Link Fence

Exist. Chain

Link Fence

Exist. Chain

Block 6

NCB 14445

4641 Bluffcreek

Lot NE IRR 409.73 Ft Of 4

San Antonio Water Systems

Block 6

NCB 14445

NOTES

1.

2.

3.






AREAS.




TO BE ACCURATE.




VERT. SCALE: 1" = 10'

HORZ. SCALE: 1" = 40'



78230

SAN ANTONIO, TEXAS

SUITE 350

11550 I.H. 10 WEST

TRENCH EXCAVATION SAFETY PROTECTION

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.

FOR ADEQUATE TRENCH SAFETY SYSTEMS THAT COMPLY WITH, AS A MINIMUM, OSHA STANDARDS FOR TRENCH EXCAVATIONS. CONTRACTOR AND/OR CONTRACTOR'S INDEPENDENTLY RETAINED EMPLOYEE OR SAFETY

INFORMATION AND THE ANTICIPATED INSTALLATION SITE(S) IN ORDER TO DEVELOP THE CONTRACTOR'S PLANS TO IMPLEMENT THE PROJECT DESCRIBED IN THE CONTRACT DOCUMENTS. THE CONTRACTOR'S PLANS SHALL PROVIDE

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

18

11+00

12+00

13+00

TREE PRESERVATION PLANS.

6. CONTRACTOR SHALL STAY WITHIN 40' CONSTRUCTION CORRIDOR AS SHOWN ON

(NPSI)

5. CONTRACTOR SHALL SUPPORT AND PROTECT EXISTING WATER LINE CROSSINGS.

MAINS.

4. INSTALL JOINT OF PROPOSED SEWER PIPE SO IT IS CENTERED UNDER WATER

NO. 848 (NSPI)

DAYS/WEEK, AS NEEDED). ANY REPAIR TO THE FENCE SHALL BE SUBSIDIARY TO ITEM

REQUIRED DURING ENTIRE TIME THAT FENCING IS DOWN (24-HOURS/DAY AND 7

SECURITY GUARDS AS DESCRIBED IN SPECIAL CONDITIONS NOTE SC-1.2 WILL BE

3. THIS IS A SECURE AREA, SECURITY FENCING MUST BE UP AT ALL TIMES AND

REMOVAL & REPLACEMENT ON PROPOSED SANITARY SEWER LINE. SEE DET 11 & 12/14.

2. AT ALL EXISTING FENCE CROSSINGS, REMOVE & REPLACE 10 LF OF FENCE. CENTER

UTILITIES PRIOR TO ANY CONSTRUCTION ACTIVITIES.

1. CONTRACTOR SHALL FIELD VERIFY LOCATION AND DEPTH OF ALL UNDERGROUND

CROSSING NOTES:


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EXIST. WATER MAIN

GAS MAIN

SANITARY SEWER

STORM SEWER

UTILITY POLE LINE

6"C.I.W.

2"G

8"SS

24"ST


PROPERTY LINES

EXIST. TOPO

OETOH ELECTRIC/TELE

EASEMENT LINES

CHAINLINK FENCE

WOOD FENCE

TREES

UG TELEPHONE UT

8"

FIBER OPTIC BOX

PROP. SAN SEWER

FENCE

WROUGHT IRON

EXIST CLEANOUT

EXIST RIGHT OF WAY

CONC ENCASEMENT

REPLACEMENT LIMITSPAVED DRIVEWAY

REPLACEMENT LIMITSCONC DRIVEWAY

138614

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8"SSTO BE ABANDONED

SANITARY SEWER

RELOCATION


3711 Medical Dr.

Lot 18 & 19

Mr Signature Ridge Owner LLC

3935 M

edical Dr.

Lot 5

Texas H

ealth D

evelo

pment

Block 3

NC

B 1

6354

SEE DETAIL

LIMIT OF PAVEMENT PATCH

Approved By SAWS (NSPI)

Fence With Equal Or Better As

Remove & Replace Wooden

MATCHLINE STA. 13+50

7

SHEET 1 OF 4

PLAN & PROFILE

SANITARY SEWER

13+0012+0011+00

910

920

930

940

950

910

920

930

940

950

ELE

V

INV

ER

T

SE

WE

R

SA

N

ELE

V

INV

ER

T

SE

WE

R

SA

N

10+00

MA

TC

HLIN

E S

TA. 13+50

3/20/2018

L

926.6

9

922.1

2

919.5

0 (IN)

919.0

4 (

OU

T)

RIM E

LE

V = 9

37.9

4

PR

OP M

H A

3

ST

A 1

2+83.0

8

NO

RTH

SCALE: 1" = 40'

919.9

0

To Be Abandoned

Exist. MH15'

27'

(VO

L 3

843, P

G 5

98)

40' C

PS R

OW

Exist. San. Sewer

Cut & Plug

SEWER MAIN @ 1.67%144.92 LF 8" PVC, SDR 26

251.23 LF 8" PVC, SDR 26 SEWER MAIN @ 2.2

2%

CONSTRUCTION

SEWER PRIOR TO

OF EXIST. 8" SAN.

INVERT ELEVATION

SHALL VERIFY

CONTRACTOR

PRIOR TO CONSTRUCTION (N.S.P.I)

AND LOCATION OF EXIST. WATER MAIN

CONTRACTOR SHALL VERIFY DEPTH

ELEV = 924.41

PROP T.O.P.

Link Fence

Exist. Chain

Link Fence

Exist. Chain

101°5

1'13"

RIM E

LE

V = 9

27.9

2

PR

OP M

H A

1

ST

A 1

0+31.8

5

921.0

1

923.2

3

925.8

6

ELEV = 924.53

PROP T.O.P.

ENCASEMENT

PROP 6" CONC

San. Sewer

Remove Exist.

EN

CA

SE

ME

NT

BE

GIN C

ON

CR

ET

E

ST

A 1

2+11.0

0

EN

CA

SE

ME

NT

EN

D C

ON

CR

ET

E

ST

A 1

2+41.0

0

CONTROL ESM'T

PROP. 150' SANITARY(VOL 9011, PG 1218)

40' ACCESS ESM'T

SIGNATURE RIDGE

To be AbandonedExist. 8" San Sewer

Driveway

Exist. Paved

Exist and Prop. Grade @ Prop Sewer C

925.5

7 (IN)

Ash Tree

T-2 Exist. Multi Trunk X 25'

14

13

11

1

Huisache Tree


Huisache Tree


2

See Crossing 1, 3, 4, & 5 And S.U.E. Detail 2

Exist 12" AC Waterline Bottom of Pipe = 928.48±

And S.U.E. Detail 2

See Crossing 1, 3, 4, & 5

Bottom of Pipe = 928.60±

Exist 16" AC Waterline

2

6

6

E = 2108538.75

N = 13739804.23

INSTALL NEW MH

STA 12+83.08, PROP MH A3

14.3' Huisache Tree


SEE DETAIL

ENCASEMENT

30' CONCRETE

SDR 26 SEWER MAIN

251.23 LF 8" PVC,

SE

WE

R M

AIN

SD

R 2

6

144.9

2 L

F 8" P

VC,

101°5

9'47" Ash Tree


925.0

7 (

OU

T)

10.0'

924.3

4

E = 2108388.42

N = 13740005.52

EXIST. 8" SAN. SEWER (NSPI)

TIE PROP. MANHOLE TO

INSTALL NEW MH


ELECTRICAL

CAUTION OVERHEAD

U.G. WATER

ELECTRICAL &

CAUTION OVERHEAD

(VOL 8600, PGS 141 & 142)

16' SAN. SEWER ESM'T

(VOL 8600, PGS 141 & 142)

10' ELECTRIC ESM'T

(VOL 8600, PGS 141 & 142)

EASEMENT

(VOL 8600, PGS 141 & 142)

EASEMENT

4641 Bluffcreek



Block 6

NCB 14445

Block 6

NC

B 1

4445

NOTES

1.

2.

3.






AREAS.




TO BE ACCURATE.








78230

SAN ANTONIO, TEXAS

SUITE 350

11550 I.H. 10 WEST






18

14+00 15+00 16+00 17+00





CROSSING NOTES:


REVISIONS

MAP No.

SECT. No.

DR. CK. O F

HEETS

JOB No.

LEGEND

EM/EACAD

Compkey

18-4518

9:0

6:2

4 A

MZ:\Projects\T

urtle

_Cre

ek_San_Se

wer_

Pro

d_IDIQ

_W

O3\U

TILIT

Y\W

O3-T

C-S

EW-P

P-0

2.d

gn

3/2

0/2

018

EXIST. WATER MAIN

GAS MAIN

SANITARY SEWER

STORM SEWER

UTILITY POLE LINE

6"C.I.W.

2"G

8"SS

24"ST


PROPERTY LINES

EXIST. TOPO

OETOH ELECTRIC/TELE

EASEMENT LINES

CHAINLINK FENCE

WOOD FENCE

TREES

UG TELEPHONE UT

8"

FIBER OPTIC BOX

PROP. SAN SEWER

FENCE

WROUGHT IRON

EXIST CLEANOUT

EXIST RIGHT OF WAY

CONC ENCASEMENT



138614

138612 &

8"SSTO BE ABANDONED

SANITARY SEWER

RELOCATION


Block 3

NCB 16354

3935 Medical Dr.

Lot 5

Texas Health Development

3939 Medical Dr.

Lot 4

Carrington Co

180°00'00"180°00'00"

SEE DETAIL

LIMIT OF PAVEMENT PATCH

MA

TC

HLIN

E S

TA. 17+00

MA

TC

HLIN

E S

TA. 13+50

15+0014+00 16+00 17+00

920

930

940

950

960

ELE

V

INV

ER

T

SE

WE

R

SA

N

960

950

940

930

920

ELE

V

INV

ER

T

SE

WE

R

SA

N

8

SHEET 2 OF 4

PLAN & PROFILE

SANITARY SEWER

MA

TC

HLIN

E S

TA. 13+50

MA

TC

HLIN

E S

TA. 17+00

3/20/2018

15'

NO

RTH

SCALE: 1" = 40'

929.6

9

927.5

2

933.5

2

926.6

9

928.8

6

930.5

2

932.6

9

L

SDR 26 SEWER MAIN @ 1.66%138.74 LF 8" PVC,

192.00 LF 8" PVC, SDR 26 SEWER MAIN @ 1.67%


Huisache Tree

Exist. 22" X 35'

Huisache Tree

Exist. Multi Trunk X 35'

Huisache Tree


E = 2108442.92

N = 13739695.51

INSTALL NEW MH


Link Fence

Exist. Chain

Driveway

Exist. Paved

192.00 LF 8" PVC, SDR 26 SEWER MAINSDR 26 SEWER MAIN

138.74 LF 8" PVC,

E = 2108315.96

N = 13739551.48

INSTALL NEW MH


RIM E

LE

V = 9

40.5

8

PR

OP M

H A

4

ST

A 1

4+28.0

0

RIM E

LE

V = 9

44.1

9

PR

OP M

H A

5

ST

A 1

6+20.0

0

SEWER MAIN

SDR 26

144.92 LF 8" PVC,

CONTROL ESM'T

150' SANITARY

931.3

6


927.9

9 (

OU

T)

928.4

9 (IN)

931.6

9 (

OU

T)

932.1

9 (IN)

Oak Tree


Oak Tree


Oak Tree


Tree


11

1

VO

L 9

011, P

G 1

218

40' A

CC

ES

S E

SM'T

NOTES

1.

2.

3.






AREAS.




TO BE ACCURATE.








78230

SAN ANTONIO, TEXAS

SUITE 350

11550 I.H. 10 WEST






18

G

17+00

18+00

19+0020+

00

LINE.

10 LF, CENTER REPLACEMENT ON PROPOSE SAN SEWER

1. AT ALL EXISTING FENCE CROSSING, REMOVE & REPLACE

FENCE NOTES:



(NPSI)

5. CONTRACTOR SHALL SUPPORT AND PROTECT EXISTING WATER LINE CROSSINGS.

MAINS.

4. INSTALL JOINT OF PROPOSED SEWER PIPE SO IT IS CENTERED UNDER WATER

ITEM NO. 848 (NSPI).

DAYS/WEEK, AS NEEDED). ANY REPAIR TO THE FENCE SHALL BE DONE SUBSIDIARY TO

REQUIRED DURING ENTIRE TIME THAT FENCING IS DOWN (24-HOURS/DAY AND 7

SECURITY GUARDS AS DESCRIBED IN SPECIAL CONDITIONS NOTE SC-1.2 WILL BE

3. THIS IS A SECURE AREA, SECURITY FENCING MUST BE UP AT ALL TIMES AND

REMOVAL & REPLACEMENT ON PROPOSED SANITARY SEWER LINE. SEE DET 11 & 12/14.

2. AT ALL EXISTING FENCE CROSSINGS, REMOVE & REPLACE 10 LF OF FENCE. CENTER



CROSSING NOTES:


REVISIONS

MAP No.

SECT. No.

DR. CK. O F

HEETS

JOB No.

LEGEND

EM/EACAD

Compkey

18-4518

9:0

6:3

3 A

MZ:\Projects\T

urtle

_Cre

ek_San_Se

wer_

Pro

d_IDIQ

_W

O3\U

TILIT

Y\W

O3-T

C-S

EW-P

P-0

3.d

gn

3/2

0/2

018

EXIST. WATER MAIN

GAS MAIN

SANITARY SEWER

STORM SEWER

UTILITY POLE LINE

6"C.I.W.

2"G

8"SS

24"ST


PROPERTY LINES

EXIST. TOPO

OETOH ELECTRIC/TELE

EASEMENT LINES

CHAINLINK FENCE

WOOD FENCE

TREES

UG TELEPHONE UT

8"

FIBER OPTIC BOX

PROP. SAN SEWER

FENCE

WROUGHT IRON

EXIST CLEANOUT

EXIST RIGHT OF WAY

CONC ENCASEMENT



138614

138612 &

8"SSTO BE ABANDONED

SANITARY SEWER

RELOCATION


4641 Bluffcreek



Block 6

NCB 14445

4041 Medical Dr.

Lot 1

City Hills LLC

Block 1

NCB 16352

ENCASEMENT

PROP 6" CONC.

SEE DETAIL

PAVEMENT PATCH

LIMIT OF ASPHALT

SEE DETAIL

20' CONCRETE ENCASEMENT

MA

TC

HLIN

E S

TA. 1

7+00

MA

TC

HLIN

E S

TA. 2

0+50

9

SHEET 3 OF 4

PLAN & PROFILE

SANITARY SEWER

20+0019+0018+0017+00

920

930

940

950

960 960

950

940

930

920

ELE

V

INV

ER

T

SE

WE

R

SA

N

ELE

V

INV

ER

T

SE

WE

R

SA

N

MA

TC

HLIN

E S

TA. 17+00

MA

TC

HLIN

E S

TA. 20+50

3/20/2018L

935.2

7

935.9

1

936.5

6

933.5

2

RIM E

LE

V = 9

47.3

8

PR

OP M

H A

7

ST

A 1

8+69.7

9

RIM E

LE

V = 9

46.2

3

PR

OP M

H A

8

ST

A 1

9+56.3

1

935.7

2 (IN & O

UT)

936.2

8 (IN & O

UT)

SDR 26 S

EWER MAIN

305.24 LF 8"

PVC,

60' R

OW

10'

BLUFFDALE DRIVE

Oak Tree


SDR 26 S

EW

ER M

AIN

111.05 LF 8" PVC,

Oak Tree

Exist. 28" X 30'

& Gutter

Exist. Curb

40'

NO

RT

H

SCALE: 1" = 40'

934.3

5

935.5

9

936.8

8

20.5'

Link Fence

Exist. Chain

ELEV = 936.00

PROP T.O.P.

Oak Tree

Exist. 26" X 40'

Conc. D

rwyExist.

EN

CA

SE

ME

NT

BE

GIN C

ON

CR

ET

E

ST

A 1

8+16.8

7

EN

CA

SE

ME

NT

EN

D C

ON

CR

ET

E

ST

A 1

8+36.8

7


& TELEPHONE PRIOR TO CONSTRUCTION (N.S.P.I)

AND LOCATION OF EXIST. WATER MAIN

CONTRACTOR SHALL VERIFY DEPTH

PG. 141-142)

(VOL 8600

10' ELECTRIC ESM'T

Mesquite Tree


122°30'54"

Exist. Gate

147°34'34"

154°37'31"

SEWER MAIN @ 0.65%305.24 LF 8" PVC, SDR 26


936.2

4

ELEV = 936.10

PROP T.O.P.

@ 1.66%SDR 26 SEWER MAIN 138.74 LF 8" P

VC,

SDR 26 SEWER MAIN

86.52LF 8" PVC,

6.5'

Drivewa

yExist.

Paved

SEWER MAINSDR 2

6 138.74 LF 8"

PVC,

15'

9'

E = 2108035.19

N = 13739429.98

INSTALL NEW MH



E = 2108114.51

N = 13739464.54

INSTALL NEW MH

PROP MH A7

STA 18+69.79,

934.5

0 (

OU

T)

935.0

0 (IN)

11

1

14

13

SEE DETAIL

EXIST. CONC. DRWY

REMOVE & REPLACE

11

4

RIM E

LE

V = 9

47.1

1

PR

OP M

H A

6

ST

A 1

7+58.7

4

1

1

See S.U.E. Detail 1

See Crossing Notes 1, 3, 4, & 5

Bottom of Line = 944.41±

Exist Fiberoptic UT Line

See Crossing Notes 1, 3, 4, & 5. See S.U.E. Detail 1

Exist 12" AC Waterline. Bottom of Pipe = 940.85±

6

6

(VOL 9538, PGS 121)

14' GAS, ELEC, CATV ESM'T

(VOL 8600, PGS 141 & 142)

10' ELECTRIC ESM'T

SEE DETAIL

E = 2108224.22

N = 13739447.40

MANHOLE COVER

WITH VENTED

INSTALL NEW MH

PROP MH A6

STA 17+58.74,

13

10

NOTES

1.

2.

3.






AREAS.




TO BE ACCURATE.








78230

SAN ANTONIO, TEXAS

SUITE 350

11550 I.H. 10 WEST






18

22+00

23+00

21+00 22+00

CORRIDOR AS SHOWN ON TREE PRESERVATION PLANS.

3. CONTRACTOR SHALL STAY WITHIN 40' CONSTRUCTION

SHALL BE DONE SUBSIDIARY TO ITEM NO. 848 (NSPI).

DAYS/WEEK, AS NEEDED). ANY REPAIR TO THE FENCE

ENTIRE TIME THAT FENCING IS DOWN (24-HOURS/DAY AND 7

CONDITIONS NOTE SC-1.2 WILL BE REQUIRED DURING

TIMES AND SECURITY GUARDS AS DESCRIBED IN SPECIAL

2. THIS IS A SECURE AREA, FENCING MUST BE UP AT ALL

CONSTRUCTION ACTIVITIES.

DEPTH OF ALL UNDERGROUND UTILITIES PRIOR TO ANY

1. CONTRACTOR SHALL FIELD VERIFY LOCATION AND

CROSSING NOTES:


REVISIONS

MAP No.

SECT. No.

DR. CK. O F

HEETS

JOB No.

LEGEND

EM/EACAD

Compkey

18-4518

9:0

6:4

4 A

MZ:\Projects\T

urtle

_Cre

ek_San_Se

wer_

Pro

d_IDIQ

_W

O3\U

TILIT

Y\W

O3-T

C-S

EW-P

P-0

4.d

gn

3/2

0/2

018

EXIST. WATER MAIN

GAS MAIN

SANITARY SEWER

STORM SEWER

UTILITY POLE LINE

6"C.I.W.

2"G

8"SS

24"ST


PROPERTY LINES

EXIST. TOPO

OETOH ELECTRIC/TELE

EASEMENT LINES

CHAINLINK FENCE

WOOD FENCE

TREES

UG TELEPHONE UT

8"

FIBER OPTIC BOX

PROP. SAN SEWER

FENCE

WROUGHT IRON

EXIST CLEANOUT

EXIST RIGHT OF WAY

CONC ENCASEMENT



138614

138612 &

8"SSTO BE ABANDONED

SANITARY SEWER

RELOCATION


8630 Fairheaven St.

Lot 3

SMV Fountains LP

Block 6

NCB 14445

Block 6

NCB 14445

4641 Bluffcreek



San A

nto

nio W

ater S

yste

ms

Lot N

E IR

R 4

09.7

3 Ft O

f 44641 Bluffcre

ek



4641 Bluffcreek

NCB 14445

Block 6

MATCHLINE STA. 22+00MA

TC

HLIN

E S

TA. 20+50

MA

TC

HLIN

E S

TA. 22+00

SHEET 4 OF 4

PLAN & PROFILE

SANITARY SEWER

1021+00 22+00 23+00

920

930

940

950

960 960

950

940

930

920

ELE

V

INV

ER

T

SE

WE

R

SA

N

ELE

V

INV

ER

T

SE

WE

R

SA

N

24+00

MA

TC

HLIN

E S

TA. 20+50

3/20/2018L



936.8

8

937.8

5

938.5

0

To be Abandoned

Exist. MH

Mesquite Tree


RIM E

LE

V = 9

48.4

9

PR

OP M

H A

9

ST

A 2

2+61.5

5

Exist. San. Sewer

Cut & Plug

BLUFFDALE DRIVE

60' R

OW

305.24 LF 8" PVC, SDR 26 SEWER MAIN

Huisache Tree


Mesquite Tree


Exist. Curb & Gutter

Exist. Curb & Gutter

938.2

5 (8" IN & O

UT)

(60' R

OW)

NO

RTH

NO

RTH

937.2

1

938.1

7

938.8

2

Link Fence

Exist. Chain

Link Fence

Exist. Chain

Link Fence

Exist. Chain

CONSTRUCTION

8" SAN. SEWER PIPE PRIOR TO

INVERT ELEVATION OF EXIST.

CONTRACTOR SHALL VERIFY

937.5

3

RIM E

LE

V = 9

46.7

1

PR

OP M

H A

10

ST

A 2

3+77.7

1

SDR 26 SEWER MAIN116.16 LF 8" P

VC,

SE

WE

R M

AIN

SD

R 2

6

305.2

4 L

F 8" P

VC,

97°1

3'47"

10'

20'

E = 2107834.61

N = 13739199.90

INSTALL NEW MH

PROP MH A9

STA 22+61.55,

97°2

3'12"

82°36'48"

To be Abandoned

Exist. 8" San. Sewer

San. Sewer

Remove Exist.

CONTROL ESM'T

PROP. 150' SANITARY

939.3

2 (8" IN)

939.0

0 (8"

OU

T)

5'

DRIV

E

BL

UFF

DA

LE


E = 2107738.14

N = 13739264.60

EXIST 8" SAN. SEWER (NSPI)

TIE PROP. MANHOLE TO

INSTALL NEW MH


PGS 141 & 142)

(VOL 8600,

ELECTRIC ESM'T

10' GAS &

PGS 141 & 142)

(VOL 8600,

10' GAS & ELECTRIC ESM'T

(VOL 8600, PGS 141 & 142)

16' SAN. SEWER ESM'T

(VOL 8600, PGS 141 & 142)

10' ELECTRIC ESM'T

SCALE: 1" = 40'

CONTROL ESM'T

PROP. 150' SANITARY

16'

10'

STAGING AREA

PROPOSED



78230

SAN ANTONIO, TEXAS

SUITE 350

11550 I.H. 10 WEST

18

11

SHEET 1 OF 4

SANITARY SEWER DETAILS


REVISIONS

MAP No.

SECT. No.

DR. CK. O F

HEETS

JOB No.

EM/EACAD

Compkey

18-4518

9:0

6:5

4 A

MZ:\Projects\T

urtle

_Cre

ek_San_Se

wer_

Pro

d_IDIQ

_W

O3\U

TILIT

Y\W

O3-T

C-S

EW-D

ET-0

1.d

gn

3/2

0/2

018

138614

138612 &

RELOCATION


NOT TO SCALE

4CONCRETE DRIVEWAY REPAIR DETAILS

2TRENCH DETAIL

SANITARY SEWER PIPE

GREATER

O.D. OF PIPE, WHICHEVER IS

* SEWER GRAVEL 6" MIN. OR 1/8

REUSE EXISTING TOPSOIL

** CONTRACTOR SHALL REMOVE &

RESTORATION AS REQ'D**

HYDROMULCH & MATTING

90

NOT TO SCALE1 3

LAID IN TRENCH

SANITARY SEWER PIPE

NOT TO SCALE

DETAIL

TRENCH COMPACTION

3/20/201825'

24'

16'

SAWCUT EXIST CONC SAWCUT EXIST CONC

DRIVEWAY

6" CONCRETE

PROPOSE

Fence

Existing Chainlink

Driveway

Existing Conc

SEWER MAIN

PROP 8" SAN

NOT TO SCALE

SECTION

CONCRETE DRIVEWAY

DRIVEWAY

6" CONCRETE

PROPOSE

6 X 6 WELDED WIRE FABRIC (MIN)

GROUND

EXISTING

BACKFILL

INITIAL

BACKFILL

SECONDARY

PROP. MAIN

BEDDING ZONE*

12" MIN.ON PLANS

AS SHOWN

VERTICAL

BEMUST

TRENCH WALLS

*

MIN.

6"

MAX.

12"

MIN.

6"

MAX.

12"

DIAMETER

OUTSIDE

CONCRETE DRIVEWAY

TYPICAL PLAN @

SCALE: 1" = 10'

1' CENTERS (TYP)

2' #4 DOWELS @

1' CENTERS (TYP)

2' #4 DOWELS @

12

SHEET 2 OF 4




78230

SAN ANTONIO, TEXAS

SUITE 350

11550 I.H. 10 WEST

18

NOT TO SCALE

TESTING MANDREL

GO, NO GO DEFLECTION

5

NOT TO SCALE6

NOT TO SCALE7

CHART

TESTING MANDREL

GO, NO GO DEFLECTION

PRECAST MANHOLE

STANDARD


REVISIONS

MAP No.

SECT. No.

DR. CK. O F

HEETS

JOB No.

EM/EACAD

Compkey

18-4518

9:0

7:2

1 A

MZ:\Projects\T

urtle

_Cre

ek_San_Se

wer_

Pro

d_IDIQ

_W

O3\U

TILIT

Y\W

O3-T

C-S

EW-D

ET-0

2.d

gn

3/2

0/2

018

138614

138612 &

RELOCATION


3/20/2018

13

SHEET 3 OF 4




78230

SAN ANTONIO, TEXAS

SUITE 350

11550 I.H. 10 WEST

18

NOT TO SCALE8

ENCASEMENT DETAIL

MANHOLE RING

NOT TO SCALE9

NOT TO SCALE10

AND COVER DETAIL

MANHOLE RING

AND COVER DETAIL

VENTED MANHOLE RING


REVISIONS

MAP No.

SECT. No.

DR. CK. O F

HEETS

JOB No.

EM/EACAD

Compkey

18-4518

9:0

7:5

2 A

MZ:\Projects\T

urtle

_Cre

ek_San_Se

wer_

Pro

d_IDIQ

_W

O3\U

TILIT

Y\W

O3-T

C-S

EW-D

ET-0

3.d

gn

3/2

0/2

018

138614

138612 &

RELOCATION


3/20/2018

14

SHEET 4 OF 4




78230

SAN ANTONIO, TEXAS

SUITE 350

11550 I.H. 10 WEST

18

NOT TO SCALE11

FENCE DETAILSNOT TO SCALE

12FENCE DETAILS

NOT TO SCALE13

ENCASEMENT DETAILS

TYPICAL CONCRETE


REVISIONS

MAP No.

SECT. No.

DR. CK. O F

HEETS

JOB No.

EM/EACAD

Compkey

18-4518

9:0

8:2

2 A

MZ:\Projects\T

urtle

_Cre

ek_San_Se

wer_

Pro

d_IDIQ

_W

O3\U

TILIT

Y\W

O3-T

C-S

EW-D

ET-0

4.d

gn

3/2

0/2

018

138614

138612 &

RELOCATION


3/20/2018



78230

SAN ANTONIO, TEXAS

SUITE 350

11550 I.H. 10 WEST

18


REVISIONS

MAP No.

SECT. No.

DR. CK. O F

HEETS

JOB No.

EM/EACAD

Compkey

18-4518

9:0

8:5

5 A

MZ:\Projects\T

urtle

_Cre

ek_San_Se

wer_

Pro

d_IDIQ

_W

O3\E

NVIR

ON

ME

NT

AL\W

O3-T

C-T

RE

E-P

RE

SE

RV-0

1.d

gn

3/2

0/2

018

138614

138612 &

RELOCATION


3/20/2018

927 928

929

930

931

932 933933

934

935

936

936

937

938

938

11+00

12+00

13+00

939

940

941

941

942

943

944

945

946

14+00 15+00 16+00 17+00

MATERIALS.

PROPOSED STAGING AREA FOR THE STORAGE OF SUPPLIES AND

CONSTRUCTION CORRIDOR. CONTRACTOR SHALL USE THE

THE PROPOSED STAGING AREA. ACCESS SHALL BE WITHIN THE

4. CONTRACTOR SHALL NOT DISTURB ANY TREES IN ACCESSING

PLAN DETAILS (NSPI)

3. CONTRACTOR SHALL COMPLY WITH ALL TREE PRESERVATION

AS SHOWN ON THESE PLANS.

2. CONTRACTOR SHALL STAY WITHIN 40' CONSTRUCTION CORRIDOR

1. NO TREES SHALL BE REMOVED AS PART OF THIS PROJECT.

NOTES:

LEGEND

SANITARY SEWER

UTILITY POLE LINE

8"SS


PROPERTY LINES

CHAINLINK FENCE

WOOD FENCE

TREES

PROP. SAN SEWER

FENCE

WROUGHT IRON

EXIST CLEANOUT

EXIST RIGHT OF WAY

TO BE ABANDONED

SANITARY SEWER

8"

CORRIDOR

CONSTRUCTION

8"SS

CONTOURS

EXISTING 1 FTXXX


SHEET 1 OF 2

TREE PRESERVATION PLAN

MA

TC

HLIN

E S

TA. 17+00

MA

TC

HLIN

E S

TA. 13+50

15

NO

RTH

SCALE: 1" = 40'

NO

RTH

(VO

L 3

843 P

G 5

98)

40' C

PS R

OW

PROP 8" PVC SAN SEWER MAIN


Preserve

Ash Tree


Preserve

Ash Tree


Preserve

Huisache Tree

T-7 Exist. Multi Trunk X 30' Preserve

Huisache Tree


Preserve

Huisache Tree


25'

15'

25'

SEWER MAIN

PROP 8" PVC SAN

Preserve

Huisache Tree


SA

N S

EW

ER M

AIN

PR

OP 8" P

VC

25'

15'

40'

CO

RRID

OR

CO

NS

TR

UC

TIO

N

CO

RRID

OR

CO

NS

TR

UC

TIO

N

40'



78230

SAN ANTONIO, TEXAS

SUITE 350

11550 I.H. 10 WEST

18


REVISIONS

MAP No.

SECT. No.

DR. CK. O F

HEETS

JOB No.

EM/EACAD

Compkey

18-4518

9:0

9:0

9 A

MZ:\Projects\T

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018

138614

138612 &

RELOCATION


3/20/2018

946

946

946

947

947

947

947

947

947

947

947

947

947

947

947

947

947

948

948

948

949

949

949950

17+00

18+00

19+0020+

00

948

948

948

948

948

948

21+00 22+00 946

947

948

948

949

949

950

22+00

23+00

LINE.

10 LF, CENTER REPLACEMENT ON PROPOSE SAN SEWER

1. AT ALL EXISTING FENCE CROSSING, REMOVE & REPLACE

FENCE NOTES:

MATERIALS.

PROPOSED STAGING AREA FOR THE STORAGE OF SUPPLIES AND

CONSTRUCTION CORRIDOR. CONTRACTOR SHALL USE THE

THE PROPOSED STAGING AREA. ACCESS SHALL BE WITHIN THE

4. CONTRACTOR SHALL NOT DISTURB ANY TREES IN ACCESSING

PLAN DETAILS (NSPI)

3. CONTRACTOR SHALL COMPLY WITH ALL TREE PRESERVATION

AS SHOWN ON THESE PLANS.

2. CONTRACTOR SHALL STAY WITHIN 40' CONSTRUCTION CORRIDOR

1. NO TREES SHALL BE REMOVED AS PART OF THIS PROJECT.

NOTES:

LEGEND

SANITARY SEWER

UTILITY POLE LINE

8"SS


PROPERTY LINES

CHAINLINK FENCE

WOOD FENCE

TREES

PROP. SAN SEWER

FENCE

WROUGHT IRON

EXIST CLEANOUT

EXIST RIGHT OF WAY

TO BE ABANDONED

SANITARY SEWER

8"

CORRIDOR

CONSTRUCTION

8"SS

CONTOURS

EXISTING 1 FTXXX

MA

TC

HLIN

E S

TA. 1

7+00

MA

TC

HLIN

E S

TA. 2

0+50

SHEET 2 OF 2

TREE PRESERVATION PLAN

16

MA

TC

HLIN

E S

TA. 20+50

MA

TC

HLIN

E S

TA. 22+00


60' R

OW

BLUFFDALE DRIVE

NO

RT

H

SCALE: 1" = 40'

15'

25'

25'

15'

NO

RTH

NO

RTH

BLUFFDALE DRIVEB

LU

FF

DA

LE D

RIV

EPROP 8" PVC SAN SEWER MAIN

SE

WE

R M

AIN

PR

OP 8" P

VC S

AN

PROP 8" PVC S

AN SEWER M

AIN

PR

OP 8" P

VC S

AN S

EW

ER M

AIN

SEWER MAIN

PROP 8" PVC S

AN


Preserve

Oak Tree

T-16 Exist. 28" X 40'

Preserve

Oak Tree

T-15 Exist. 26" X 40'

Preserve

Huisache Tree


Preserve

Mesquite Tree


Preserve

Oak Tree


25' 15'

CO

RRID

OR

CO

NS

TR

UC

TIO

N

40'

CO

RRID

OR

CO

NS

TR

UC

TIO

N

40'

CO

RRID

OR

CO

NS

TR

UC

TIO

N

40'

SAN SEWER MAIN

PROP 8" PVC

AREA

STAGING

PROPOSED

PROJECT NOT IN FLOOD PLAIN ZONE. NO RIPARIAN BUFFER.NOTE:

2. ALL TREES SHALL REMAIN UNLESS NOTED ON THE PLANS.

802 ARE SHOWN ON TREE PROTECTION TABLE ON THIS SHEET.

TREES SHALL RECEIVE LEVEL 2 PROTECTION AS PER ITEM No. 802. TREES TO RECEIVE LEVEL 1 PROTECTION AS PER ITEM No.

TRIMMED AND PRUNED ACCORDING TO ITEM No. 802. TREE PRUNING, SOIL AMENDING AND FERTILIZATION, UNLESS SPECIFIED

1. ALL THE TREES WITH A DIAMETER GREATER THAN 3 INCHES AFFECTED BY CONSTRUCTION SHALL HAVE THE LIMBS AND ROOTS

GENERAL NOTES

12. ANY TREE REMOVAL SHALL BE APPROVED BY THE CITY ARBORIST PRIOR TO ITS REMOVAL.

OR WET BURLAP.

11. EXPOSED ROOTS SHALL BE COVERED AT THE END OF EACH DAY USING TECHNIQUES SUCH AS COVERING WITH SOIL, MULCH

ENGINEER'S SATISFACTION.

10. TREES DAMAGED OR LOST DUE TO CONTRACTOR'S NEGLIGENCE DURING CONSTRUCTION SHALL BE MITIGATED TO THE

BY THE PROJECT MANAGER OR CITY INSPECTOR.

9. TREES, SHRUBS OR BUSHES TO BE CLEARED FROM PROTECTED ROOT ZONE AREAS SHALL BE REMOVED BY HAND AS DIRECTED

8. GRADING, IF REQUIRED, SHALL BE LIMITED TO A 3 INCH CUT OR FILL WITHIN THE FENCED ROOT ZONE AREAS.

7. ACCESS TO FENCED AREAS WILL BE PERMITTED ONLY WITH THE APPROVAL OF THE ENGINEER OR CITY INSPECTOR.

WILT.

ACCORDING TO PROPER PRUNING METHODS. LIVE OAK WOUNDS SHALL BE PAINTED OVER, WITHIN 20 MINUTES TO PREVENT OAK

ZONE AROUND THE TREE. ROOTS OR BRANCHES THAT ARE IN CONFLICT WITH THE CONSTRUCTION SHALL BE CUT CLEANLY

DIAMETER INCH OF THE TREE. FOR EXAMPLE, A 10-INCH DIAMETER TREE WOULD HAVE A 5-FOOT RADIUS ROOT PROTECTION

WHICH NO EQUIPMENT, VEHICLES OR MATERIALS MAY OPERATE OR BE STORED. THE REQUIRED RADIUS LENGTH IS 1 FOOT PER

6. THE ROOT PROTECTION ZONE IS THAT AREA SURROUNDING A TREE, AS MEASURED BY A RADIUS FROM THE TREE TRUNK, IN

INSPECTOR.

TREES. EXCAVATION IN THE VICINITY OF TREES SHALL PROCEED WITH CAUTION. THE CONTRACTOR SHALL CONTACT THE CITY

5. THE CONTRACTOR SHALL AVOID CUTTING ROOTS LARGER THAN THREE INCHES IN DIAMETER WHEN EXCAVATING NEAR EXISTING

REPAIRED BY THE CONTRACTOR DURING SITE CONSTRUCTION.

4. TREE PROTECTION FENCING SHALL BE REQUIRED. TREE PROTECTION FENCING SHALL BE INSTALLED, MAINTAINED AND

COMPLETED AND APPROVED.

3. NO SITE PREPARATION WORK SHALL BEGIN IN AREAS WHERE TREE PRESERVATION AND TREATMENT MEASURES HAVE NOT BEEN

PLANTER TOPSOIL

"D" BACKFILL HOLE AND CLEAN UP.

AND LARGE FEEDER ROOTS (4" TO 10" IN DIAM.)

"C" USING TREE TRUNK AS A LEVER PUSH AT POINT "E" TO REMOVE TREE BOLE

ROOTS AT AN ANGLE - 3' TO 4' DEEP

"B" BEGIN EXCAVATION APPROX. 8' FROM THE TRUNK - CUT THRU ANCHOR

A" REMOVE BULKY TREE PARTS "SHRED" AND/OR HAUL SEPARATELY.

NOTE:

TREE REMOVAL DIAGRAM

LEVEL I & FENCE PROTECTION

A. FIRST CUT - TO PREVENT THE BARK FROM BEING

4" MULCH AS SPECIFIED

COMPACTED BACKFILL

BACKFILL AS SPECIFIED

FINISHED GRADE

4" SAUCER

TREE ROOT BALL

N. T. S.

BRANCH PRUNING DETAIL

PEELED WHEN THE BRANCH FALLS.

PREVENT THE SPREAD OF OAK WILT.

N 20 MIN TO IWITH PRUNING PAINT WITH

FOR OAKS ONLY: PAINT ALL WOUNDS OR CUTS

B. SECOND CUT - TO REDUCE THE WEIGHT OF BRANCH.

C. FINAL CUT - ALLOW FOR HEALING COLLAR BUT NO STUBS

LEVEL II B FENCE PROTECTION

AS NEEDED TO PROTECT TREES IN WORK AREAS.

WRAP TREE TRUNK WITH 2"X4" STUDS AND ROPE OR BAND IN PLACE

1.1.4

1.4

N. T. S.

1.3

"B"

LIN

E

PR

OP

ER

TY

BRANCH COLLAR

LIVE BRANCH

PROPER PRUNING FOR

BRANCHES 1 1/2" OR

GREATER IN DIAMETER.

N. T. S.

BRANCH CLEARANCE DETAIL

BRANCH BARK RIDGE

DEAD BRANCH

C

NOTE: DO NOT CUT FROM D to E.

E

E

AB

C

AB

D

D

MANAGER.

THE CURB LINE AS PRESCRIBED BY PROJECT

MAINTAINED FROM THE PROPERTY LINE TO

ABOVE STREET ELEVATION MUST BE

A MINIMUM BRANCH CLEARANCE OF 14 FEET

FIGURE No.2:

1.5

STREET

PA

RK

WA

Y

SID

EW

AL

K

1.1.2

OFFLIMITS

TREE/SHRUB

TREE PROTECTION TABLE

NEW TREE PLANTING DETAILN. T. S.

N. T. S.

ABSORBING ROOTS

GRADE

5' 3'

"C""C" "B"

"A"

"A"

"E"

TREE INVENTORY SUMMARY

(8" DIAMETER AND LARGER)

CITY OF SAN ANTONIO

TREE PRESERVATION

FED. RD.

DIV. NO.

DIST. NO.

TREE PROTECTION DETAILS

CHECKED:

DRAWN: STATE

DESIGNED:

CHECKED:

NO.

SECT.

BEXAR

COUNTYNO.

CONTROL HIGHWAY

NO.

JOB

NO.

STATE

TEXAS 1 OF 4

SHT. NO.

PREPARED BY: FERNANDEZ FRAZER WHITE & ASSOC. INC.

DEPARTMENT OF PUBLIC WORKS

CITY OF SAN ANTONIO

N. T. S.

ROOT PROTECTION

(RPZ)

LIMITSOFF

ZONE

OFF

LIMI

TS

BORING THRU TREE ROOT ZONE

N. T. S.

FROM TRUNK CAN NOT BE ACHIEVED.

TRENCHES IN ROOT PROTECTION ZONE WHEN THE 5' MINIMUM DISTANCE

TUNNEL TO MINIMIZE ROOT DAMAGE (TOP) AS OPPOSED TO SURFACE-DUG

ORDER TO MINIMIZE ROOT DAMAGE.

TUNNELS SHALL BE DUG THROUGH THE ROOT PROTECTION ZONE IN

BASIS BY THE ENGINEER.

THE DECISION TO TUNNEL WILL BE DETERMINED ON A CASE BY CASE

ZONES MAY REQUIRE TUNNELING AS OPPOSED TO OPEN TRENCHES.

FOR WHICH UTILITIES MUST PASS TROUGH THEIR ROOT PROTECTION

TREES THAT ARE MARKED TO BE PRESERVED ON A SITE PLAN AND

ZONE

(RPZ)

ROOT PROTECTION

1.1.3LEVEL II A FENCE PROTECTION

1.6

1.2

N. T. S.

3" MULCH INSIDE RPZ

IF BARE DIRT

8" MULCH OUTSIDE RPZ

8" MULCH UNDER DRIP LINE AS

ESTABLISH FENCE PROTECTION

MINIMUM 5' FROM TRUNK

4'

2X4

4'

4"

DEPTH

12" MIN & 48" MAX

6" MULCH INSIDE RPZ

PROTECTION ZONE.

OR WHEN CONSTRUCTION OCCURS IN ROOT

NOTE

1. OPTION USED FOR TIGHT CONSTRUCTION AREAS

DRIP LINE

AND WILL CONFORM TO THE DRIP LINE AND LIMITED

1. THE FENCING SHOWN ABOVE IS DIAGRAMATIC ONLY

NOTE:

TO PROJECT BOUNDARY.AND UNDER DRIP LINE AS

MINIMAL PROTECTION FOR ROOTS

FROM CONSTRUCTION ACTIVITIES

EXCEED 3" OR ROOTS CAN BE BENT BACK.

OPEN TRENCHING MAY BE USED IF EXPOSED TREE ROOTS DO NOT

2. FOR ACCEPTABLE FENCING MATERIALS SEE

SPECIFICATIONS.

2. FOR ACCEPTABLE FENCING MATERIALS SEE

SPECIFICATIONS.

NOTE

RPZ

FROM THE TRUNK

LEVEL IIA MINIMUM 5'

(ROOT PROTECTION ZONE)

ELEVATION1.1.1

N. T. S.

TREE PROTECTION TABLE1.3

1.3TREE INVENTORY SUMMARY

1.3GENERAL NOTES

WHEN BARE DIRT

MINIMAL PROTECTION FOR ROOTS

FROM CONSTRUCTION ACTIVITIES

TREE CANOPY

ROOT PROTECTION

ZONE (RPZ)

TREE

TRUNK

ROOT PROTECTION

ZONE (RPZ)

PROPERTY LINE

TREE

TRUNK

STREE

T

5'

CURB

ROOT PROTECTION ZONE.

DIAMETER OF THE TREE EQUALS 1 FOOT RADIUS FOR

BASED ON THE DIAMETER OF THE TREE. EACH 1 INCH

ZONE IS A CIRCULAR AREA AROUND A TREE THAT IS

THE ROOT PROTECTIONROOT PROTECTION ZONE-

8 FEET MIN. FOR SIDEWALK

14 FEET MIN.

SPREAD

HEIGHT

12" MIN.

12" MIN.

6"

D

D. BRANCH RIDGES - INDENT PROPERLY BRANCH RIDGES

WHICH ARE SITE FOR DECAY.

& C. F. ZAVALA GROUP

LEVEL I

GENERAL NOTES

TREE PRESERVATION

18



78230

SAN ANTONIO, TEXAS

SUITE 350

11550 I.H. 10 WEST

18


REVISIONS

MAP No.

SECT. No.

DR. CK. O F

HEETS

JOB No.

EM/EACAD

Compkey

18-4518

9:0

9:2

9 A

MZ:\Projects\T

urtle

_Cre

ek_San_Se

wer_

Pro

d_IDIQ

_W

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018

138614

138612 &

RELOCATION


3/20/2018

General Decision Number: TX180280 03/23/2018 TX280

Superseded General Decision Number: TX20170280

State: Texas

Construction Type: Building

County: Bexar County in Texas.

BUILDING CONSTRUCTION PROJECTS (does not include single family

homes or apartments up to and including 4 stories).

Note: Under Executive Order (EO) 13658, an hourly minimum wage

of $10.35 for calendar year 2018 applies to all contracts

subject to the Davis-Bacon Act for which the contract is

awarded (and any solicitation was issued) on or after January

1, 2015. If this contract is covered by the EO, the contractor

must pay all workers in any classification listed on this wage

determination at least $10.35 per hour (or the applicable wage

rate listed on this wage determination, if it is higher) for

all hours spent performing on the contract in calendar year

2018. The EO minimum wage rate will be adjusted annually.

Please note that this EO applies to the above-mentioned types

of contracts entered into by the federal government that are

subject to the Davis-Bacon Act itself, but it does not apply to

contracts subject only to the Davis-Bacon Related Acts,

including those set forth at 29 CFR 5.1(a)(2)-(60). Additional

information on contractor requirements and worker protections

under the EO is available at www.dol.gov/whd/govcontracts.

Modification Number Publication Date

0 01/05/2018

1 01/12/2018

2 03/23/2018

* ASBE0087-014 01/01/2018

Rates Fringes

ASBESTOS WORKER/HEAT & FROST

INSULATOR (Duct, Pipe and

Mechanical System Insulation)....$ 22.72 10.02

----------------------------------------------------------------

BOIL0074-003 01/01/2017

Rates Fringes

BOILERMAKER......................$ 28.00 22.35

----------------------------------------------------------------

ELEC0060-003 06/01/2016

Rates Fringes

ELECTRICIAN (Communication

Technician Only).................$ 21.57 9%+4.65

----------------------------------------------------------------

ELEC0060-004 06/01/2017

Rates Fringes

ELECTRICIAN (Excludes Low

Voltage Wiring)..................$ 27.90 16%+4.85

----------------------------------------------------------------

ELEV0081-001 01/01/2018

Rates Fringes

ELEVATOR MECHANIC................$ 39.32 32.645+a+b

FOOTNOTES:

A. 6% under 5 years based on regular hourly rate for all

hours worked. 8% over 5 years based on regular hourly rate

for all hours worked.

B. Holidays: New Year's Day; Memorial Day; Independence Day;

Labor Day; Thanksgiving Day; Friday after Thanksgiving Day;

Christmas Day; and Veterans Day.

----------------------------------------------------------------

ENGI0450-002 04/01/2014

Rates Fringes

POWER EQUIPMENT OPERATOR

Cranes......................$ 34.85 9.85

----------------------------------------------------------------

IRON0066-013 06/01/2017

Rates Fringes

IRONWORKER, STRUCTURAL...........$ 21.55 6.73

----------------------------------------------------------------

IRON0084-011 06/01/2017

Rates Fringes

IRONWORKER, ORNAMENTAL...........$ 23.27 7.12

----------------------------------------------------------------

PLUM0142-009 07/01/2017

Rates Fringes

HVAC MECHANIC (HVAC

Electrical Temperature

Control Installation Only).......$ 30.25 11.80

HVAC MECHANIC (HVAC Unit

Installation Only)...............$ 30.25 11.80

PIPEFITTER (Including HVAC

Pipe Installation)...............$ 30.25 11.80

PLUMBER (Excludes HVAC Pipe

Installation)....................$ 30.25 11.80

----------------------------------------------------------------

SFTX0669-002 04/01/2017

Rates Fringes

SPRINKLER FITTER (Fire

Sprinklers)......................$ 29.03 15.84

----------------------------------------------------------------

SHEE0067-004 04/01/2017

Rates Fringes

Sheet metal worker

Excludes HVAC Duct

Installation................$ 26.10 15.25

HVAC Duct Installation Only.$ 26.10 15.25

----------------------------------------------------------------

SUTX2014-006 07/21/2014

Rates Fringes

BRICKLAYER.......................$ 22.15 0.00

CARPENTER (Acoustical Ceiling

Installation Only)...............$ 17.83 0.00

CARPENTER (Form Work Only).......$ 13.63 0.00

CARPENTER, Excludes

Acoustical Ceiling

Installation, Drywall

Hanging, Form Work, and Metal

Stud Installation................$ 16.86 4.17

CAULKER..........................$ 15.00 0.00

CEMENT MASON/CONCRETE FINISHER...$ 22.27 5.30

DRYWALL FINISHER/TAPER...........$ 13.81 0.00

DRYWALL HANGER AND METAL STUD

INSTALLER........................$ 15.18 0.00

ELECTRICIAN (Low Voltage

Wiring Only).....................$ 20.39 3.04

IRONWORKER, REINFORCING..........$ 12.27 0.00

LABORER: Common or General......$ 10.75 0.00

LABORER: Mason Tender - Brick...$ 11.88 0.00

LABORER: Mason Tender -

Cement/Concrete..................$ 12.00 0.00

LABORER: Pipelayer..............$ 11.00 0.00

LABORER: Roof Tearoff...........$ 11.28 0.00

LABORER: Landscape and

Irrigation.......................$ 8.00 0.00

OPERATOR:

Backhoe/Excavator/Trackhoe.......$ 15.98 0.00

OPERATOR: Bobcat/Skid

Steer/Skid Loader................$ 14.00 0.00

OPERATOR: Bulldozer.............$ 14.00 0.00

OPERATOR: Drill.................$ 14.50 0.00

OPERATOR: Forklift..............$ 12.50 0.00

OPERATOR: Grader/Blade..........$ 23.00 5.07

OPERATOR: Loader................$ 12.79 0.00

OPERATOR: Mechanic..............$ 18.75 5.12

OPERATOR: Paver (Asphalt,

Aggregate, and Concrete).........$ 16.03 0.00

OPERATOR: Roller................$ 12.00 0.00

PAINTER (Brush, Roller and

Spray), Excludes Drywall

Finishing/Taping.................$ 13.07 0.00

ROOFER...........................$ 12.00 0.00

TILE FINISHER....................$ 11.32 0.00

TILE SETTER......................$ 14.94 0.00

TRUCK DRIVER: Dump Truck........$ 12.39 1.18

TRUCK DRIVER: Flatbed Truck.....$ 19.65 8.57

TRUCK DRIVER: Semi-Trailer

Truck............................$ 12.50 0.00

TRUCK DRIVER: Water Truck.......$ 12.00 4.11

----------------------------------------------------------------

WELDERS - Receive rate prescribed for craft performing

operation to which welding is incidental.

================================================================

Note: Executive Order (EO) 13706, Establishing Paid Sick Leave

for Federal Contractors applies to all contracts subject to the

Davis-Bacon Act for which the contract is awarded (and any

solicitation was issued) on or after January 1, 2017. If this

contract is covered by the EO, the contractor must provide

employees with 1 hour of paid sick leave for every 30 hours

they work, up to 56 hours of paid sick leave each year.

Employees must be permitted to use paid sick leave for their

own illness, injury or other health-related needs, including

preventive care; to assist a family member (or person who is

like family to the employee) who is ill, injured, or has other

health-related needs, including preventive care; or for reasons

resulting from, or to assist a family member (or person who is

like family to the employee) who is a victim of, domestic

violence, sexual assault, or stalking. Additional information

on contractor requirements and worker protections under the EO

is available at www.dol.gov/whd/govcontracts.

Unlisted classifications needed for work not included within

the scope of the classifications listed may be added after

award only as provided in the labor standards contract clauses

(29CFR 5.5 (a) (1) (ii)).

----------------------------------------------------------------

The body of each wage determination lists the classification

and wage rates that have been found to be prevailing for the

cited type(s) of construction in the area covered by the wage

determination. The classifications are listed in alphabetical

order of "identifiers" that indicate whether the particular

rate is a union rate (current union negotiated rate for local),

a survey rate (weighted average rate) or a union average rate

(weighted union average rate).

Union Rate Identifiers

A four letter classification abbreviation identifier enclosed

in dotted lines beginning with characters other than "SU" or

"UAVG" denotes that the union classification and rate were

prevailing for that classification in the survey. Example:

PLUM0198-005 07/01/2014. PLUM is an abbreviation identifier of

the union which prevailed in the survey for this

classification, which in this example would be Plumbers. 0198

indicates the local union number or district council number

where applicable, i.e., Plumbers Local 0198. The next number,

005 in the example, is an internal number used in processing

the wage determination. 07/01/2014 is the effective date of the

most current negotiated rate, which in this example is July 1,

2014.

Union prevailing wage rates are updated to reflect all rate

changes in the collective bargaining agreement (CBA) governing

this classification and rate.

Survey Rate Identifiers

Classifications listed under the "SU" identifier indicate that

no one rate prevailed for this classification in the survey and

the published rate is derived by computing a weighted average

rate based on all the rates reported in the survey for that

classification. As this weighted average rate includes all

rates reported in the survey, it may include both union and

non-union rates. Example: SULA2012-007 5/13/2014. SU indicates

the rates are survey rates based on a weighted average

calculation of rates and are not majority rates. LA indicates

the State of Louisiana. 2012 is the year of survey on which

these classifications and rates are based. The next number, 007

in the example, is an internal number used in producing the

wage determination. 5/13/2014 indicates the survey completion

date for the classifications and rates under that identifier.

Survey wage rates are not updated and remain in effect until a

new survey is conducted.

Union Average Rate Identifiers

Classification(s) listed under the UAVG identifier indicate

that no single majority rate prevailed for those

classifications; however, 100% of the data reported for the

classifications was union data. EXAMPLE: UAVG-OH-0010

08/29/2014. UAVG indicates that the rate is a weighted union

average rate. OH indicates the state. The next number, 0010 in

the example, is an internal number used in producing the wage

determination. 08/29/2014 indicates the survey completion date

for the classifications and rates under that identifier.

A UAVG rate will be updated once a year, usually in January of

each year, to reflect a weighted average of the current

negotiated/CBA rate of the union locals from which the rate is

based.

----------------------------------------------------------------

WAGE DETERMINATION APPEALS PROCESS

1.) Has there been an initial decision in the matter? This can

be:

* an existing published wage determination

* a survey underlying a wage determination

* a Wage and Hour Division letter setting forth a position on

a wage determination matter

* a conformance (additional classification and rate) ruling

On survey related matters, initial contact, including requests

for summaries of surveys, should be with the Wage and Hour

Regional Office for the area in which the survey was conducted

because those Regional Offices have responsibility for the

Davis-Bacon survey program. If the response from this initial

contact is not satisfactory, then the process described in 2.)

and 3.) should be followed.

With regard to any other matter not yet ripe for the formal

process described here, initial contact should be with the

Branch of Construction Wage Determinations. Write to:

Branch of Construction Wage Determinations

Wage and Hour Division

U.S. Department of Labor

200 Constitution Avenue, N.W.

Washington, DC 20210

2.) If the answer to the question in 1.) is yes, then an

interested party (those affected by the action) can request

review and reconsideration from the Wage and Hour Administrator

(See 29 CFR Part 1.8 and 29 CFR Part 7). Write to:

Wage and Hour Administrator




The request should be accompanied by a full statement of the

interested party's position and by any information (wage

payment data, project description, area practice material,

etc.) that the requestor considers relevant to the issue.

3.) If the decision of the Administrator is not favorable, an

interested party may appeal directly to the Administrative

Review Board (formerly the Wage Appeals Board). Write to:

Administrative Review Board




4.) All decisions by the Administrative Review Board are final.

================================================================

END OF GENERAL DECISION