Exhibit C_Project Drawings.pdf

W 72ND AVE

ELKS DR

R A

L E

IG

H

S T

SITE

COUNTY of ADAMS, STATE of COLORADO

LOCATED IN

SEPTEMBER, 2023

TOWNSHIP 3 SOUTH, RANGE 68 WEST, 6th P.M.

Briggs Greenhouse Improvements City of Westminster

SHEET INDEX

VICINITY MAP 100 50 0

SCALE IN FEET

Cover Sheet General Notes Site & Erosion Control Plan Downspout Replacement Plan Structural Details Details Erosion Control Details Original Greenhouse Drawings

SURVEYOR

OWNER CIVIL ENGINEER

Engineer's Certification

GEOTECHNICAL/SOIL

INVESTIGATIONS

LEGEND

5-6 9-13

Sheet: Of:

Job #

Date

Drawn By

Designed By

Checked By

File

Scale

R E

V

IS

IO

N

S N o D at e

B y

D es cr ip tio n

C hk

D en ve r A ve nu e

- S ui te

D Fo rt Lu pt on

, C O

P h:

-8

-6 w w w .j-tc on su lti ng

.c om

J& T

C on su lt in g, I n c.

23008 09/13/23

WSS

CMSH

JFM

JT-cover.dwg

As Shown

C it y O f W e s tm in s te r B ri g g s G re e n h o u s e

Im p ro ve m e n ts

C ov er S he et

1 13IS

S

U E

D F

O R

B

ID

P :\2

W es tm in st er

B rig gs G re en ho us e R ep ai r\D ra w in gs \P la n

S he et s\

JT

-c ov er

.d w g, C ov er

S he et , 2

/2 4/

:5

5:

A M

AutoCAD SHX Text

SCALE 1" = 100'%%P

AutoCAD SHX Text J&T Consulting, Inc.

AutoCAD SHX Text 305 Denver Ave., Ste. D

AutoCAD SHX Text Fort Lupton, CO 80621

AutoCAD SHX Text American West Land Surveying Co.

AutoCAD SHX Text 331 South 4th Avenue

AutoCAD SHX Text Brighton, CO 80601

AutoCAD SHX Text 303-659-1532

AutoCAD SHX Text P.O. Box 129

AutoCAD SHX Text Cassie Harmon

AutoCAD SHX Text 303-857-6222

AutoCAD SHX Text Cassie M. S. Harmon, P.E.

AutoCAD SHX Text Colorado Registration No. 53461

AutoCAD SHX Text I hereby certify that these plans for the construction of the City of Westminster Briggs Greenhouse Improvements Project were prepared by me or under my direct supervision for the City of Westminster

AutoCAD SHX Text CMT Technical Services

AutoCAD SHX Text Centennial, CO 80112

AutoCAD SHX Text 303-220-0300

AutoCAD SHX Text 7108 S Alton Way, Bldg. B

AutoCAD SHX Text

EXISTING CONTOURS

AutoCAD SHX Text

AutoCAD SHX Text

EXISTING EDGE OF CONCRETE

AutoCAD SHX Text

EXISTING WATERLINE

AutoCAD SHX Text

EXISTING SEWER LINE

AutoCAD SHX Text S

AutoCAD SHX Text

EXISTING STORM SEWER

AutoCAD SHX Text

EXISTING GAS LINE

AutoCAD SHX Text

EXISTING CABLE TV

AutoCAD SHX Text

EXISTING FIRE HYDRANT

AutoCAD SHX Text

WM

AutoCAD SHX Text

WV

AutoCAD SHX Text

EXISTING SEWER MANHOLE

AutoCAD SHX Text

EXISTING WATER METER

AutoCAD SHX Text

EXISTING WATER VALVE

AutoCAD SHX Text

ST

AutoCAD SHX Text

EXISTING STORM SEWER MANHOLE

AutoCAD SHX Text

EXISTING POWER

AutoCAD SHX Text

EXISTING TELEPHONE

AutoCAD SHX Text d

AutoCAD SHX Text

EXISTING ROW

AutoCAD SHX Text

EXISTING EASEMENT

AutoCAD SHX Text

EXISTING TREE

AutoCAD SHX Text

CONCRETE

AutoCAD SHX Text

POTHOLE LOCATION

AutoCAD SHX Text

EXISTING FIBER OPTIC

AutoCAD SHX Text

EXISTING TRAFFIC SIGNAL

AutoCAD SHX Text City of Westminster

AutoCAD SHX Text 4800 W. 92nd Ave.

AutoCAD SHX Text Westminster, CO 80031

AutoCAD SHX Text 303-658-2834

AutoCAD SHX Text Chris Johnson

Sheet: Of:

Job # Date Drawn By Designed By Checked By File Scale

R

EV

IS

IO

N S

N o

D at e By

D es cr ip tio n

C hk

D en ve r A ve nu e

- S ui te

D Fo rt Lu pt on

, C O

Ph

: 3

-8

-6 w w w .j-tc on su lti ng .c om

J& T

C on su lt in g, I nc

23008 09/13/23

WSS

CMSH

JFM

JT-Notes.dwg

As Shown

C it y O f W e s tm in s te r B ri g g s G re e n h o u s e

Im p ro ve m e n ts

G en er al

N ot es

2 13

IS

S

U E

D F

O R

B

IDSTANDARD NOTES

P:

\2

W es tm in st er

B rig gs G re en ho us e R ep ai r\D ra w in gs \P la n

Sh ee ts \J

T- N ot es

.d w g, G en er al N ot es

, 2 /2

4/

:0 4:

A

M

ELKS DR

R A

L E

IG

H

S T

0 6020 10 20 40

SCALE IN FEET

Sheet: Of:

Job #

Date

Drawn By

Designed By Checked By

File

Scale

R

EV

IS

IO

N S

N o

D at e By

D es cr ip tio n

C hk

D en ve r A ve nu e

- S ui te

D Fo rt Lu pt on

, C O

Ph

: 3

-8

-6 w w w .j-tc on su lti ng .c om

J& T

C on su lt in g, I n c.

23008 09/13/23

WSS

CMSH

JFM

JT-Greenhouse site.dwg

As Shown

C it y O f W e s tm in s te r B ri g g s G re e n h o u s e

Im p ro ve m e n ts

S ite

P la n

3 13

IS

S

U E

D F

O R

B

ID

P:

\2

W es tm in st er

B rig gs G re en ho us e R ep ai r\D ra w in gs \P la n

Sh ee ts \J

T- G re en ho us e si te .d w g, S ite

P la n, /2 4/

:0

8:

A M

AutoCAD SHX Text

NEW DOWNSPOUT AREA

AutoCAD SHX Text

STRUCTURAL AREA TO BE REPAIRED

ROOF, SIDE, AND PARTITION WALL SHEATHING TO BE REPLACED. SEE PROVIDED ORIGINAL DRAWINGS FOR DETAILS.

Date

Drawn By

Designed By

Checked By

File

Scale

R E

V

IS

IO

N

S N o D at e

B y

D es cr ip tio n

C hk

D en ve r

A ve n ue

S ui te

D F or t L u pt on , C

O

P h:

-8

-6 w w w .j-tc o ns ul tin g .c om

J& T

C on su lt in g, I nc

23008 09/13/23

WSS

CMSH

JFM

JT-Greenhouse site.dwg

As Shown

C it y O f W e s tm in s te r B ri g g s G re e n h o u s e

Im p ro ve m e n ts

D ow ns po ut R ep la ce m en t P la n

4 13

IS

S

U E

D F

O R

B

ID

NOTE:

P

W e st m in st e r B ri g gs G re en ho us e R e pa ir \D ra w in g s\ P la n

S he et s\

JT

-G re en ho us e si te .d w g

D o w n sp ou t

R e pl ac em en t P la n

2/

/2

:2

1:

P:

\2

W es tm in st er

B rig gs G re en ho us e R ep ai r\D ra w in gs \P la n

Sh ee ts \J

T-st ru ct ur al

.d w g, L ay ou t1 , 2

/2 4/

:3

8:

A M

Sheet: Of:

Job # Date Drawn By Designed By Checked By File Scale

R

EV

IS

IO

N S

N o

D at e By

D es cr ip tio n

C hk

D en ve r A ve nu e

- S ui te

D Fo rt Lu pt on

, C O

Ph

: 3

-8

-6 w w w .j-tc on su lti ng .c om

J& T

C on su lt in g, I nc

23008 09/13/23

WSS

CMSH

JFM

JT-structural.dwg

As Shown

C it y O f W e s tm in s te r B ri g g s G re e n h o u s e

Im p ro ve m e n ts

S tr uc tu ra l D et ai ls

5 13

IS

S

U E

D F

O R

B

ID

Date

Drawn By

Designed By

Checked By File

Scale

R

EV

IS

IO

N S

N o

D at e By

D es cr ip tio n

C hk

D en ve r A ve nu e

- S ui te

D Fo rt Lu pt on

, C O

Ph

: 3

-8

-6 w w w .j-tc on su lti ng .c om

J& T

C on su lt in g, I n c.

23008 09/13/23

WSS

CMSH

JFM

JT-structural.dwg

As Shown

C it y O f W e s tm in s te r B ri g g s G re e n h o u s e

Im p ro ve m e n ts

S tr uc tu ra l D et ai ls

6 13

IS

S

U E

D F

O R

B

ID

P:

\2

W es tm in st er

B rig gs G re en ho us e R ep ai r\D ra w in gs \P la n

Sh ee ts \J

T-st ru ct ur al

.d w g, L ay ou t1 (2

2/

/2

5:

:1

AM

AutoCAD SHX Text 2x2 SQUARE STEEL TUBE TO BE REMOVED AND REPLACED (TYP)

2x2 SQUARE STEEL TUBE TO BE REMOVED AND REPLACED (TYP)

Date Drawn By Designed By Checked By File Scale

R

EV

IS

IO

N S

N o

D at e By

D es cr ip tio n

C hk

D en ve r A ve nu e

- S ui te

D Fo rt Lu pt on

, C O

Ph

: 3

-8

-6 w w w .j-tc on su lti ng .c om

J& T

C on su lt in g, I nc

23008 09/13/23

WSS

CMSH

JFM

JT-Details.dwg

As Shown

C it y O f W e s tm in s te r B ri g g s G re e n h o u s e

Im p ro ve m e n ts

D et ai ls

7 13

IS

S

U E

D F

O R

B

ID

TYPICAL UNDERDRAIN DETAIL

P:

\2

W es tm in st er

B rig gs G re en ho us e R ep ai r\D ra w in gs \P la n

Sh ee ts \J

T- D et ai ls .d w g, D et ai ls

, 2 /2

4/

:4 7:

Date Drawn By Designed By Checked By File Scale

R

EV

IS

IO

N S

N o

D at e By

D es cr ip tio n

C hk

D en ve r A ve nu e

- S ui te

D Fo rt Lu pt on

, C O

Ph

: 3

-8

-6 w w w .j-tc on su lti ng .c om

J& T

C on su lt in g, I nc

23008 09/13/23

WSS

CMSH

JFM

JT-eros ctrl.dwg

As Shown

C it y O f W e s tm in s te r B ri g g s G re e n h o u s e

Im p ro ve m e n ts

E ro si on

C on tr ol

D et ai ls

8 13

IS

S

U E

D F

O R

B

ID

VEHICLE TRACKING PAD

DATE: DECEMBER 2010 SHEET EC 8

NOTE: EROSION CONTROL MEASURES

SHALL BE MAINTAINED UNTIL

LANDSCAPING IS COMPLETED,

OR AS DIRECTED BY THE CITY

4"x4" TRENCH

COMPACTED

BACKFILL

FLOW

SECTION

-NTS-

-NTS-

SILT FENCE INSTALLATION

TRENCH)IN (ANCHORED

MATERIAL FABRIC

MIN)(12"

1/2H

POST ANCHORED TO FABRIC

THIS DETAIL (EXCEPT MODIFICATIONS BY THE CITY OF WESTMINSTER) COURTESY OF THE URBAN DRAINAGE AND FLOOD CONTROL DISTRICT

THIS DETAIL (EXCEPT MODIFICATIONS BY THE CITY OF WESTMINSTER) COURTESY OF THE URBAN DRAINAGE AND FLOOD CONTROL DISTRICT.

2" (MINUS) CRUSHED ROCK

ENCLOSED IN WIRE MESH

GROUND SURFACE

ROCK SOCK SECTION

WIRE TIE ENDS

2" (MINUS) CRUSHED ROCK

ENCLOSED IN WIRE MESH

4" TO 6" MAX. AT

CURBS, OTHERWISE

6" - 10" DEPENDING

ON EXPECTED

SEDIMENT LOADS

ROCK SOCK PLAN

ROCK SOCK JOINTING

ANY GAP AT JOINT SHALL BE FILLED WITH AN ADEQUATE

AMOUNT OF 11

2" (MINUS) CRUSHED ROCK AND WRAPPED WITH

ADDITIONAL WIRE MESH SECURED TO THE ENDS OF THE

ROCK REINFORCED SOCK. AS AN ALTERNATIVE TO FILLING

JOINTS BETWEEN ADJOINING ROCK SOCKS WITH CRUSHED

ROCK AND ADDITIONAL WIRE WRAPPING, ROCK SOCKS CAN

BE OVERLAPPED (TYPICALLY 12 - INCH OVERLAP) TO AVOID

GAPS.

12" 12"

ROCK SOCK

(TYP.)

GRADATION TABLE

SIEVE SIZE MASS PERCENT PASSING

SQUARE MESH SIEVES

NO. 4

2" 11/2" 1" 3/4" 3/8"

90 - 100 20 - 55 0 - 15 0 - 5

MATCHES SPECIFICATIONS FOR NO. 4

COARSE AGGREGATE FOR CONCRETE

PER AASHTO M43. ALL ROCK SHALL BE

FRACTURED FACE, ALL SIDES.

ROCK SOCK INSTALLATION NOTES

1. SEE PLAN VIEW FORLOCATION

OF ROCK SOCKS.

2. CRUSHED ROCK SHALL BE 11/2 " (MINUS) IN SIZE WITH A FRACTURED FACE (ALL SIDES) AND

SHALL COMPLY WITH GRADATION SHOWN ON THIS SHEET (11/2" MINUS).

3. WIRE MESH SHALL BE FABRICATED OD 10 GAGE POULTRY MESH OR EQUIVALENT WITH A

MAXIMUM OPENING OF 1/2", RECOMMENDED MINIMUM ROLL WIDTH OF 48".

4. WIRE MESH SHALL BE SECURED USING "HOG RINGS" OR WIRE TIES AT 6" CENTERS ALONG ALL

JOINTS AND AT 2" CENTERS ON ENDS OF SOCKS.

SEDIMENT AND EROSION CONTROL

PORTABLE CONCRETE WASHOUT CONTAINER

P:

\2

W es tm in st er

B rig gs G re en ho us e R ep ai r\D ra w in gs \P la n

Sh ee ts \J

T-er os c trl .d w g, E ro si on

C on tro l D et ai ls , 2

/2 4/

:5

9: