A001.pdf

Offers must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended, by one of the following methods:

(a) By completing items 8 and 15, and returning or (c) By separate letter or electronic communication which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by letter or electronic communication, provided each letter or electronic communication makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

E. IMPORTANT: Contractor is not is required to sign this document and return copies to the issuing office.

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT 1. CONTRACT ID CODE

2. AMENDMENT/MODIFICATION NUMBER 3. EFFECTIVE DATE 4. REQUISITION/PURCHASE REQUISITION NUMBER 5. PROJECT NUMBER (If applicable)

7. ADMINISTERED BY (If other than Item 6) CODE

STANDARD FORM 30 (REV. 11/2016)

Prescribed by GSA FAR (48 CFR) 53.243

FACILITY CODE

9A. AMENDMENT OF SOLICITATION NUMBER

9B. DATED (SEE ITEM 11)

10A. MODIFICATION OF CONTRACT/ORDER NUMBER

10B. DATED (SEE ITEM 13)

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offers is extended. is not extended.

12. ACCOUNTING AND APPROPRIATION DATA (If required) copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NUMBER AS DESCRIBED IN ITEM 14.

CHECK ONE A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE CONTRACT ORDER

NUMBER IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation data, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(b).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15C. DATE SIGNED

15A. NAME AND TITLE OF SIGNER (Type or print)

16C. DATE SIGNED

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

PAGE OF PAGES

6. ISSUED BY CODE

8. NAME AND ADDRESS OF CONTRACTOR (Number, street, county, State and ZIP Code) (X)

CODE

15B. CONTRACTOR/OFFEROR

(Signature of person authorized to sign)

16B. UNITED STATES OF AMERICA

(Signature of Contracting Officer)

Previous edition unusable

1 3

A001 11/10/2022 HFLCEO220407PR CA FLAP 03S11(1)

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

12300 WEST DAKOTA AVENUE, SUITE 360

LAKEWOOD, COLORADO 80228

ATTENTION: CONTRACT SPECIALIST NAME

6905001

6982AF22B000008

10/07/2022

0*

*See Item 14

PLANS

Remove and replace pages A2 and T21 with the attached corresponding pages.

*FAILURE TO ACKNOWLEDGE THIS AMENDMENT IN BLOCK 19 OF THE SF 1442 BY THE DESIGNATED DATE AND HOUR SPECIFIED IN THE

SOLICITATION MAY RESULT IN REJECTION OF YOUR BID (REFER TO ITEM 11.)

DI

SPRING

U.S. CUSTOMARYU.S. CUSTOMARY

SYMBOLS AND ABBREVIATIONS

CONVENTIONAL PLAN

Sheet 1 of 2

A2

ABBREVIATIONS DRAINAGE SYMBOLS

GEOLOGIC SYMBOLS

FENCE & CATTLEGUARD SYMBOLS

Cattleguard (Existing, Proposed)

Fence w/ Gate (Existing, Proposed)

Fence (Existing, Proposed)

Material Source

Boring Location (Existing, Proposed)

Riprap Apron (Proposed)

Underdrain (Existing, Proposed)

With Drop Inlet (Existing, Proposed)

With Headwalls (Existing, Proposed)

With End Sections (Existing, Proposed)

Pipe Culvert (Existing, Proposed)

Box Culvert (Existing, Proposed)

Bridge (Existing, Proposed)

Spring

River

Wetland

Large Creek

Lake, Pond or Reservoir

Drainage or Small Creek

Flow Arrow

Ditch (Existing, Proposed)

D jt.J int.

incr.

incl.

IDI

hwy.

HW

horiz.

hex.

HES

hdwl.H gdr.

galv.

ga.G ftg.

fin.

FES

Fed.

f.f.F ext.

exp. jt.

exc.

EW

et ux et al

ER

EQ or eq.

EOP

engr(s).

emb.

elev.

El. 94.066 e

EE

dwg(s).

DLC

Dist.

dist.

diaph.

diag.

dia. or D

DI

DHV

decr.D culv.

CTSM

ctrs.

CS

cr.

corr.

cont.

constr. jt.

constr.

conc.

col.

Co.

CMP

clr.

c-c

CBCC

brg.

br.

BP

BM

BK

beg.

b.f.B asph.

appr.

alt.

AH

aggr.

ADT

abut.A west vertical point of intersection vehicles per hour vertical design speed typical point of tangent to spiral transverse temporary construction easement temporary bench mark tangent township tangent length symmetrical structural straight stiffener standard station point of spiral to tangent street specification spacing, Spaces or Spaced shoulder section point of spiral to curve seasonal average daily traffic south route right reference hub retaining wall

Reservation reservoir required reinforcement reconstruction roadway road right-of-way range radius quantities pavement point of tangent pounds per square inch project point on tangent point on spiral point on curve plate point of intersection perforate point of compound curve point of curve outside diameter other face on centers number negative normal crown north mountain(s) monument minimum maximum material maintenance magnetic low water left lump sum longitudinal latitude lamination length of curve

WW

VPI

vph vert.

VV

typ.

TS

transv.

TCE

TBM

tan.

T.

TT

sym.

struc.

str.

stiff.

std.

sta.

ST

st.

spec.

spa.

shldr.

sec.

SC

SADT

SS

rte.

Rt. or RT

RH

ret. wall

Res.

res.

reqd.

reinf.

reconst.

rdwy.

rd.

R/W

R.

RR

quant., QtyQ pvmt.

PT

psi proj.

POT

POS

POC

pl.

PI

perf.

PCC

PCP

OD

o.f.

o.c.O

no. or # neg.

NC

NN

mtn(s).

mon.

min.

max.

matl.

maint.

mag.M

LW

Lt. or LT

LPSM

long.

lat.

lam.

LL

EROSION & SEDIMENT CONTROL SYMBOLS

joint interior increment inclusive,including inside diameter highway high water horizontal hexagon homestead entry survey headwall girder galvanized gage (gauge) footing finish flared end section federal fill face exterior expansion joint excavation edge of water and wife and others edge of road equation edge of pavement

Engineer(s) embankment elevation elevation with number superelevation rate east drawing(s) donation land claim district distance diaphragm diagonal diameter drop inlet design hour volume decrement culvert contingent sum centers point of curve to spiral creek corrugated continuous construction joint construction concrete column county corrugated metal pipe clear center to center concrete box culvert bearing bridge balance point bench mark back beginning,begin both faces asphalt approach alternate ahead aggregate average daily traffic abutment diameter curve delta centerline

Ø

Riprap

Rolled Erosion Control Product

Diversion Berm

Check Dam

Bonded Fiber Matrix Mulching

Fiber Roll (Slope Protection)

Temporary Inlet Protection

Silt Fence

Fiber Roll (Ditch and/or Cut Slope)

C74036 R E

E

NI

G

NE

L

ANOISSEFORP DERET

SI

G E

R

LIVIC

D R

A

WOH SEMAJ SI

V A

R T

AI

NROFILAC FO E

TAT

S

11/09/2022

STATE PROJECT

A

M U

S L

A S A

P P I C

S w o r k d ir A S y m R

M

A .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U s e r U

S L

A S A

P P

NUMBER

SHEET

CA CA FLAP 03S11(1)

dustin.robbins Cloud dustin.robbins Cloud dustin.robbins Text Box Amendment A001 11/10/2022 Added Sheet T21

601-A

STANDARD PLAN D89B

ADAPTED FROM CALTRANS

NO SCALE

T21

C74036 R E

E

NI

G

NE

L

ANOISSEFORP DERET

SI

G E

R

LIVIC

D R

A

WOH SEMAJ SI

V A

R T

AI

NROFILAC FO E

TAT

S

H

Min ƒS

W

H D

Min ƒD

W

1.5H Min 1.5H Min

1.5H Min 1.5H Min

W W

1'-11"

S

W

C

B

"c" BARS

"d" BARS

C l r"

Typ

" Clr8

D E

S I

G N

H

BC

W

Typ

" Clr8

D E

S I

G N

H

BC

W

C l r

" Clr8

C l r

" Clr8

T T

F

C l r"

F

M i n

M i n

T

H D H

2'-0" Min

S/2 OR

D D

2'-0" Min

D/2 OR

H

H

S S S

1.5H Min 1.5H Min 1.5H Min 1.5H Min

LLLL

F FF

F F

F

F

D h h h

T

Min

1'-0"

90°, Typ

Typ

"8 11'-11

DEVELOPMENT LENGTH

REINFORCED CONCRETE HEADWALL

CIRCULAR PIPE CULVERT HEADWALLS

SEE NOTE 2

SEE NOTE 2

CMP ARCH CULVERT HEADWALLS

SINGLE CIRCULAR PIPE

STRAIGHT HEADWALL

ELEVATION

DOUBLE CIRCULAR PIPE

STRAIGHT HEADWALL

ELEVATION

DOUBLE CMP

STRAIGHT HEADWALL

ELEVATION

"L" HEADWALL

ELEVATION

ƒ" CHAMFER

"L" HEADWALL

SECTION

DETAIL OF DESIGN LOADING CASES

and do not consider pipe occupancy.

Quantities do not include added diagonals

SINGLE CMP

STRAIGHT HEADWALL

ELEVATION

y ƒ" CHAMFER

PIPE Inv

"L" HEADWALL

ELEVATION

"L" HEADWALL

SECTION

PLAN VIEW

STEM WALL

#4 BARS

BUNDLED

#4 BARS

Straight headwall similar.

"L" headwall shown.

PIPE Inv

PIPES < 48" Dia

OMIT ROUNDING FOR

PIPES < 48" Dia

OMIT ROUNDING FOR

h

36 pcf Equivalent Fluid Pressure:

120 pcfEarth Density:

f'c = 3,600 psi f = 60,000 psiReinforced Concrete:NOTE:

L2

L2

L1

L1

ON Std PLAN B0-3

BRIDGE DETAIL 3-1

FOR "L" WALL, SEE

Alt WEEP HOLE

* Conc CY/LF

* Reinf LB/LF

T

H

F

#4 @ 12

"c" BARS

TYPICAL SECTION

TOP OF WALL

#5, Tot 3 ALONG

#4 @ 12 "c" BARS

SECTION A-A

Const Jt

BUNDLED

#4 BARS

R=9"R=9"

"d" BARS

Jt

Const

H

ON Std PLAN B0-3

BRIDGE DETAIL 3-1

BACKFILL, SEE

AND PERVIOUS

WEEP HOLE

OF WALL

ALONG TOP

#5, Tot 3

H

"d" BARS

**CASE III

**CASE II

FILL SLOPE FILL SLOPE

PIPE Inv ƒ" CHAMFER ƒ" CHAMFERƒ" CHAMFER

PIPE Inv, Typ ƒ" CHAMFER

PIPE Inv PIPE Inv, Typ h h h

#4 @ 12 #4 @ 12

Str (q'o, B')

Ser (q'o, B')

Str (q'o, B')

Ser (q'o, B') h

6'-5"

6'-2"

5'-11"

5'-8"

5'-5"

5'-2"

4'-11"

4'-8"

4'-2"

3'-11"

3'-8"

3'-5"

3'-2"

2'-11"

2'-8"

54''

51''

48''

45''

42''

39''

36''

33''

30''

27''

24''

21''

18''

15''

12''

71" x 47"

64" x 43"

57" x 38"

49" x 33"

42" x 29"

35" x 24"

28" x 20"

24" x 18"

21" x 15"

S x h

ARCH SIZE

CMP

D

PIPE SIZE

CIRCULAR

H

Str - strength limit

Ser - service limit q'o = net bearing stress (ksf), B' = effective footing width (ft)**

Quantities include 1'-0" extension above the design "H" limit. *

BUNDLED

BARS

W

W

TOP "d" BARS OR BOTTOM #4 BARS

#4 BARS

FOOTING

PLAN VIEW

BOTTOM #4 BARS

TOP "d" BARS OR

Straight headwall similar.

"L" headwall shown.

#4 BARS

D

CASE II CASE III

S L

O P E

5'-0", Max

SURCHARGE

LIVE LOAD

R

E V

IS

E

T

A N

D A

R

P L A

N

R

P

B

REINFORCEMENT MODIFICATION

"L" headwall shown. Straight headwall similar.

Ea FACE

4-#4 BARS

VERTICAL BARS SEE TYPICAL SECTION

T y p1

A

A

#5 BARS

#4 BARS

2-#6

EACH FACE, SEE NOTE 4

ADDITIONAL BARS

WEEP HOLE, Typ

TYPICAL SECTION

VERTICAL BARS, SEE

Bundle of two bars-

#4 BARS

2:

UNLI

MI

TED

LINE

INSIDE GROUND

1'-0"

Min

1• :1

OR

FLATTER

SLOPE

VARI

ES

BUNDLED

#4 BARS

"c" BARS

#4

0.91, 2.01

0.56, 2.05

1.07, 1.80

0.41, 1.85

0.20

#4 @ 12

#4 @ 12

1'-0"

1'-9"

6"

2'-3"

10"

2'-8"

0.98, 2.05

0.62, 2.08

1.12, 1.83

0.48, 1.89

0.20

#4 @ 12

#4 @ 12

1'-0"

1'-9"

6"

2'-3"

10"

2'-11"

1.06, 2.04

0.70, 2.10

1.20, 1.85

0.55, 1.91

0.21

#4 @ 12

#4 @ 12

1'-0"

1'-9"

6"

2'-3"

10"

3'-2"

1.19, 2.06

0.75, 2.12

1.32, 1.89

0.60, 1.95

0.23

#4 @ 12

#4 @ 12

1'-0"

2'-0"

6"

2'-6"

10"

3'-5"

1.22, 2.28

0.81, 2.20

1.34, 2.05

0.62, 2.08

0.24

#5 @ 12

#4 @ 12

1'-0"

2'-0"

6"

2'-6"

10"

3'-8"

1.30, 2.34

0.83, 2.38

1.36, 2.19

0.62, 2.20

0.26

#5 @ 12

#4 @ 12

1'-2"

2'-0"

6"

2'-6"

10"

3'-11"

1.36, 2.40

0.85, 2.49

1.39, 2.36

0.63, 2.44

0.29

#5 @ 12

#4 @ 12

1'-2"

2'-3"

9"

3'-0"

10"

4'-2"

1.41, 2.51

0.91, 2.60

1.45, 2.48

0.67, 2.61

0.30

#5 @ 9

#5 @ 12

1'-2"

2'-3"

9"

3'-0"

10"

4'-8"

1.49, 2.59

0.94, 2.75

1.50, 2.64

0.71, 2.72

0.32

#5 @ 9

#5 @ 12

1'-2"

2'-3"

9"

3'-3"

10"

4'-11"

1.55, 2.68

0.97, 2.81

1.55, 2.77

0.75, 2.87

0.35

#5 @ 9

#5 @ 12

1'-2"

2'-9"

1'-0"

3'-9"

10"

5'-2"

1.65, 2.76

1.02, 2.91

1.62, 2.91

0.80, 2.93

0.37

#5 @ 9

#5 @ 12

1'-2"

3'-0"

1'-0"

4'-0"

10"

5'-5"

1.71, 2.90

1.09, 3.05

1.69, 3.16

0.84, 3.10

0.39

#6 @ 12

#5 @ 12

1'-2"

3'-2"

1'-0"

4'-2"

10"

5'-8"

1.79, 3.03

1.12, 3.12

1.72, 3.23

0.88, 3.20

0.44

#6 @ 9

#5 @ 9

1'-2"

3'-2"

1'-0"

4'-2"

1-0"

5'-11"

1.85, 3.07

1.18, 3.23

1.79, 3.33

0.91, 3.44

0.46

#6 @ 9

#5 @ 9

1'-2"

3'-6"

1'-0"

4'-6"

1-0"

6'-2"

1.90, 3.33

1.22, 3.50

1.82, 3.67

0.95, 3.78

0.48

#6 @ 9

#5 @ 9

1'-2"

3'-6"

1'-3"

4'-9"

1-0"

6'-5"

Circular pipe shown. CMP arch similar.

11/09/2022

PIPE CULVERT HEADWALLS

NOTES:

concrete, headwall for double 36-inch pipe.

Pipe culvert headwalls are paid for as an each item under 60103-0660, exceed that shown here, and the bottom of footing must be roughened.

If precast construction is used, the design standard shall be equal to or

Provide necessary erosion protection in front of wall.

made for pipe or arch occupancy.

Quantities are approximate and for design purposes only. No deduction is equivalent to half the interrupted main reinforcement.

Adjacent to each side of the opening, place additional reinforcement information.

PIPE" or "ELEVATION STRAIGHT HEADWALL DOUBLE CMP" detail for additional pipe in "L" headwall, see "ELEVATION STRAIGHT HEADWALL DOUBLE CIRCULAR

Single circular pipe or single CMP shown for "L" headwall. For double headwall need to be embedded into the slope by one foot.

Length of wall from • pipe to end of wall is 1.5H Min. The ends of

7.

6.

5.

4.

3.

2.

1.

STATE PROJECT

A

M U

S L

A S A

P P I C

S w o r k d ir T s p C

B R

M .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

SPECIAL

U.S. CUSTOMARY SPECIAL

U s e r U

S L

A S A

P P

NUMBER

SHEET

CA CA FLAP 03S11(1)

dustin.robbins Cloud dustin.robbins Cloud dustin.robbins Text Box Amendment A001 11/10/2022 Added Sheet T21