HomeMy WebLinkAboutCHABAD JEWISH CENTER OF NORTHERN COLORADO - BDR - BDR140003 - PLANS - UTILITY PLANSSS SS
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S SHIELDS ST
WESTWARD DR
CHABAD JEWISH CENTER
OF NORTHERN COLORADO
EXISTING FFE = 5030.0'
APPROXIMATE LOCATION OF
EXISTING 6" CITY WATER MAIN
FUTURE
PHASE 3
FUTURE
PHASE 4
PHASE 2
PROPOSED FFE = 5028.0
CONCRETE TRASH PAD
9' UTIL EASEMENT
17' (TYP)
9' (TYP)
6' SIDEWALK
5' GUTTER
WIDEN SIDEWALK BY 2.5'
EXISTING STORM INLET
RIM = 5024.12
INV E = 5022.37 (8" PVC)
REMOVE EXISTING
CONCRETE
REMOVE EXISTING APPROACH
REPLACE WITH MATCHING
SIDEWALK / CURB & GUTTER
8" SIDEWALK CULVERT
APPROXIMATE AREA
OF ASPHALT PATCH
REPLACE SIDEWALK / CURB & GUTTER
TO MATCH EXISTING AS NECESSARY
6"x6" WET TAP w/ THRUST
BLOCK AND 6" G.V. (N)
PROPOSED FIRE
HYDRANT ASSEMBLY
ADA RAMP
PROPOSED
BIO-SWALE
PROPOSED
BIO-SWALE
ADA SIGN
2' CURB CUT
BIKE RACK
RELOCATE EXISTING
SPEED LIMIT SIGN
SIDEWALK
CHASE
20' EMERGENCY ACCESS EASEMENT
TO BE DEDICATED
BY SEPARATE DOCUMENT
PROPOSED
SWALE
PRIVATE CURB & GUTTER
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
200 South College Avenue, Suite 010
Fort Collins, Colorado 80524
N O R T H E RN
PHONE: 970.221.4158 FAX: 970.221.4159
www.northernengineering.com
1
NORTH
( IN FEET )
1 inch = ft.
15 0 15 Feet
15
30 45
LEGEND:
NOTES:
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CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
R
12" (Water & Sewer)
If this section is less than
4' of existing asphalt/concrete,
it must be removed and replaced.
Edge of Pavement or
Lip of Existing Gutter
Compacted
Lifts of Suitable
Materials
(See Note 9 below for Storm.)
4" (min.)
6" (max.)
Trench Width
Varies
2'
(min.)
Bedding Material
Undisturbed Soil
Utility Conduit
New Asphalt/Concrete
Clean Road Base
Existing Road Base
6" Full Depth Asphalt or
X/Y Composite Section
NOTES:
1. All trenches shall be backfilled in accordance with the above detail unless otherwise specified by the
Local Entity Engineer.
2. Prior to placement of asphalt/concrete, pavement edge shall be saw cut to a clean, vertical, and straight
edge.
3. Where the surrounding soils are non-expansive, a sand/cement slurry (1 sack mix) may be substituted for
backfill material.
4. Trench width shall not be more than 16" nor less than 12" wider than the outside diameter of the pipe.
5. Use a #4 rebar at centers along the perimeter of concrete replacement sections.
6. Refer to Chapter 22, Materials & Construction Specifications for compaction and testing requirements.
7. In unimproved areas, all disturbed areas shall be regraded, seeded & mulched.
8. In concrete roadways, a minimum of one entire concrete panel must be replaced.
9. Bedding material depth when installing storm sewer shall be up to spring line, except in areas of
unsuitable backfill; then, bedding material shall be placed to a level 12" above pipe.
1. Joint shall be cut 1/4 thickness of initial concrete; tool joint for walks.
Sidewalk Addition Existing Sidewalk
8" (min.) 2"
EDGE SURFACE
1/8" R.
1/8"
NOTES:
TOOL JOINT FOR WALKS
ADDITION TO EXISTING SIDEWALK
(min.)
NOTES:
1. New walk additions shall be placed to the same line and grade as the existing walk.
2. Match transverse tooled joints to existing tooled joints.
4'-0" (Min. Width)
PRIVATE CURB & GUTTER
(ON-SITE)