Fire Station

Town of La VetaColorado

NewConstruction

La Veta

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Fire Station

Town of La VetaColorado

& Partners PCArchitects and Planners AIA

Christiansen, Reece

100 East St. Vrain, Suite 300Colorado Springs, Colorado 80903

NewConstruction

La Veta

SILT FENCE NOTES

INSTALLATION REQUIREMENTS

MAINTENANCE REQUIREMENTS

1. CONTRACTOR SHALL INSPECT SILT FENCES

IMMEDIATELY AFTER EACH RAINFALL, AT LEAST

DAILY DURING PROLONGED RAINFALL, AND

WEEKLY DURING PERIODS OF NO RAINFALL.

DAMAGED, COLLAPSED, UNENTRENCHED OR

INEFFECTIVE SILT FENCES SHALL BE PROMPTLY

REPAIRED OR REPLACED.

2. SEDIMENT SHALL BE REMOVED FROM BEHIND

SILT FENCE WHEN IT ACCUMULATES TO HALF

THE EXPOSED GEOTEXTILE HEIGHT.

3. SILT FENCES SHALL BE REMOVED WHEN

ADEQUATE VEGETATIVE COVER IS ATTAINED

AS APPROVED BY THE CITY.

City of Colorado Springs

Stormwater Quality

Figure SF-2

Silt Fence

Construction Detail and Maintenance

Requirements

1. SILT FENCES SHALL BE INSTALLED PRIOR TO ANY LAND

DISTURBING ACTIVITIES.

2. WHEN JOINTS ARE NECESSARY, SILT FENCE GEOTEXTILE

SHALL BE SPLICED TOGETHER ONLY AT SUPPORT POST

AND SECURELY SEALED.

3. METAL POSTS SHALL BE "STUDDED TEE" OR "U" TYPE

WITH MINIMUM WEIGHT OF 1.33 POUNDS PER LINEAR FOOT.

WOOD POSTS SHALL HAVE A MINIMUM DIAMETER OR CROSS

SECTION DIMENSION OF 2 INCHES.

4. THE FILTER MATERIAL SHALL BE FASTENED SECURELY

TO METAL OR WOOD POSTS USING WIRE TIES, OR TO WOOD

POSTS WITH 3/4" LONG #9 HEAVY-DUTY STAPLES. THE

SILT FENCE GEOTEXTILE SHALL NOT BE STAPLED

TO EXISTING TREES.

5. WHILE NOT REQUIRED, WIRE MESH FENCE MAY BE USED

TO SUPPORT THE GEOTEXTILE. WIRE FENCE SHALL BE

FASTENED SECURELY TO THE UPSLOPE SIDE OF THE

POSTS USING HEAVY-DUTY WIRE STAPLES AT LEAST 3/4"

LONG, TIE WIRES OR HOG RINGS. THE WIRE SHALL EXTEND

INTO THE TRENCH A MINIMUM OF 6" AND SHALL NOT EXTEND

MORE THAN 3' ABOVE THE ORIGINAL GROUND SURFACE.

6. ALONG THE TOE OF FILLS, INSTALL THE SILT

FENCE ALONG A LEVEL CONTOUR AND PROVIDE

AN AREA BEHIND THE FENCE FOR RUNOFF TO POND

AND SEDIMENT TO SETTLE. A MINIMUM DISTANCE OF

5 FEET FROM THE TOE OF THE FILL IS RECOMMENDED.

7. THE HEIGHT OF THE SILT FENCE FROM THE GROUND

SURFACE SHALL BE MINIMUM OF 24 INCHES AND SHALL

NOT EXCEED 36 INCHES; HIGHER FENCES MAY INPOUND

VOLUMES OF WATER SUFFICIENT TO CAUSE FAILURE

OF THE STRUCTURE.

3-36

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& Partners PCArchitects and Planners AIA

Christiansen, Reece

100 East St. Vrain, Suite 300Colorado Springs, Colorado 80903

Fire Station

Town of La VetaColorado

NewConstruction

La Veta

J:\jpsprojects\031401.la-veta-fs\dwg\civil\U1.1.dwg, 5/13/2014 10:50:36 AM

FIRE HYDRANT INSTALLATION

PROFILE

OFFSET BEND UPON INSPECTOR'S AND

COLORADO SPRINGS UTILITIES APPROVAL.

ONLY WITH THE APPROVAL OF COLORADO SPRINGS UTILITIES

TYPICAL OFFSET = 6",12",18",24"

CONC. THRUST

BLOCK (TYPICAL)

SEE DWGS. NO. A 3-2

CONC. THRUST

BLOCK (TYPICAL)

SEE DWGS. NO. A 3-2

PLACED AGAINST

UNDISTURBED

SOIL

HYDRANT LATERAL

SHOWING TYPICAL VERTICAL

Tracer wire and test box to be installed with each fire hydrant.

(Mech. joint pipe restraints) of these specifications.

See Drawing No. A 4-5 for placement.

1.)

See Drawings No. A 3-4,5,6 & Chapter 5

Mechanical joint restraints 1.)

NOTE:

GROUND LEVEL

TEST BOX

D

R

A

IN

A

G

E

A 7-4

BOTTOM OF TRENCH WIDTH

DIAMETER

PLACED AND COMPACTED TO PROPOSED GRADE OF THE PIPE.

AREA PRIOR TO IT BEING COMPLETELY FILLED. THE FILL WILL BE

UNDER NO CIRCUMSTANCES WILL PIPE BE LAID IN A PROPOSED FILL

COMPACTED UNDER THE DIRECTION OF COLORADO SPRINGS UTILITIES.

AN OVER EXCAVATED TRENCH SHALL BE REFILLED AND THOROUGHLY

SEE CHAPTER 2 OF THESE SPECIFICATIONS.

20"

30"

24"

36"

4"

PIPE

12"

8"

6"

16"

5'-2"2'-10"

6'-0"

5'-6"

6'-6"4'-2"

3'-8"

3'-2"

3'-9"

WIDTH

MAXIMUM

4'-5"

4'-1"

3'-11"

4'-9"

2'-1"

1'-9"

1'-7"

1'-5"

WIDTH

MINIMUM

2'-6"

PROTECTED TO PREVENT

ROUGH CUT STREET

5'-6"(TYP)

DAMAGE TO AND FROM

OTHER UTILITIES

TRENCH SHALL BE

& OPEN FIELD

INSTALLATION IN

CHAPTER 2 AND OSHA REGULATIONS.

SHALL BE IN CONFORMANCE WITH

NOTE: TRENCHING OPERATIONS

WHEN REQUIRED

OR BRACED IN COMPLIANCE WITH

AS SPECIFIED IN CHAPTER 2

STATE, AND FEDERAL REGULATIONS.

OSHA AND ALL GOVERNING LOCAL,

BEDDING AND COMPACTION

SLOPED, PROTECTED, SHORED,

TRENCH EXCAVATION SHALL BE

6"

TABLE BELOW

WIDTH SEE

12"

SURFACE

COURSE

NEW BASE

BACKFILL

SUITABLE

COMPACTED

EXISTING STREET

INSTALLATION IN

NEW STREET

BASE COURSE

EXISTING

EXISTING STREET

SURFACE

VERTICAL SAW CUT

TYPICAL TRENCH CROSS SECTION

DATED 12/085

(& DRAWING A 3-5 OF COLORADO SPRINGS UTILITIES SPECIFICATIONS)

SEE CHAPTER 5 OF COLORDAO SPRINGS UTILITIES SPECIFICATIONS

ACCORDING TO SPECIFICATION CHAPTER 5 FOR

DETERMINED FROM CHART ON DRAWING A 3-4.

2. LENGTH OF PIPE REQUIRING JOINT RESTRAINT SHALL BE

1. MECHANICAL JOINT RESTRAINTS SHALL BE APPROVED

DIP AND PVC PIPE.

*

MECHANICAL JOINT

(TYP.)

MJ VALVE

SPACER PIPE (TYP.)

RESTRAINTS (TYP.)

MECHANICAL JOINT

RESTRAINTS (TYP.)

BLOCK REQUIRED

CONCRETE THRUST REACTION

RESTRAINTS (TYP.)

MECHANICAL

JOINT

MJ VALVE (TYP.)

VALVE INSTALLATION AND LOCATION

SPACER PIPE AND VALVE

TO BE THE SAME SIZE

AS MAIN DIA. (TYP.)

SPACER PIPE AND VALVE

TO BE THE SAME SIZE

AS MAIN DIA. (TYP.)

VALVE BOX INSTALLATION

DRIVING SURFACE.

VALVE LID TO BE FLUSH WITH

PAVEMENT DEPTH TO ALLOW

RISER TO MATCH EXISTING

NOTE:

VALVE BOX RISER FOR STANDARD DROP LID

(REFERENCE DETAIL A 9-4)

VA

RIA

BL

E

8"

10-1/4"

BOTTOM SECTION

6-1/2"

3/8"

5-3/4"

1/4"

5-1/4"

6-1/8"

6-5/8"

TOP SECTION.

6-3/8"

26"

3-5/16"

2"

1/4"

2-1/2"

1-1/4"

9"

7-3/8"

6-3/4"

7-11/16"

2 1/16"

RISE

LIP

VALVE BOX RISER INSERT

Fire Station

Town of La VetaColorado

NewConstruction

La Veta

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