HomeMy WebLinkAboutCOLUMBINE RESIDENCES (FORMERLY WORTHINGTON AVENUE RESIDENCES) - FDP - FDP160045 - SUBMITTAL DOCUMENTS - ROUND 1 - UTILITY PLANSAASHTO, 6th EDITION LRFD WITH CURRENT INTERIMS.
DESIGN METHOD: LOAD AND RESISTANCE FACTOR DESIGN.
LIVE LOAD: HL-93 (DESIGN TRUCK OR TANDEM, AND DESIGN LANE LOAD), COLORADO
PERMIT VEHICLE.
HANDRAILS: 50 plf + 200 lb (CONCURRENT)
SOIL PROPERTIES:
SOIL UNIT WEIGHT: 133 pcf
SOIL UNIT WEIGHT (SATURATED): 140 pcf
COEFFICIENT OF AT-REST PRESSURE: 0.43
ALLOWABLE NET BEARING PRESSURE: 1,500 psf
REINFORCED CONCRETE:
CLASS D CONCRETE: f'c = 4,500 psi
REINFORCING STEEL: f'y = 60,000 psi
SINGLE-CELL CONCRETE (20'-0" x 5'-0") BOX CULVERT (PRECAST)
OVER NEW MERCER DITCH.
1'-0" HEADWALL + 78'-0" BOX CULVERT (PRECAST) + 1'-0" HEADWALL
= (80'-0") OUT TO OUT.
6.(:
1'-0" HEADWALL WITH REMOVABLE HANDRAIL
PRECAST CONCRETE BOX CULVERT SHALL CONFORM TO THE ASTM C1433 SPECIFICATION, TABLE 2.
PRECAST JOINTS SHALL BE SEALED WITH AN APPROVED SYSTEM USING ONE OR MORE OF THE FOLLOWING: JOINT
SEALANTS, RUBBER GASKETS, GEOTEXTILE, EXTERIOR JOINT WRAP MATERIAL.
THE FOLLOWING SURFACES SHALL RECEIVE A COLORED STRUCTURAL CONCRETE STAIN. COLOR SHALL BE
FEDERAL COLOR NUMBER XXXXX.
1. RAIL CURB TO 1'-0" MINIMUM BELOW GRADE.
2. ENDS OF BOX CULVERT.
3. WINGWALLS TO TOP OF APRON (FRONT FACE) AND 1'-0" BELOW GRADE (BACK FACE).
SECTION OR DETAIL
IDENTIFICATION
CROSS-REFERENCE SHEET
NUMBER
S1 GENERAL NOTES
S2 GENERAL LAYOUT
S3 PRECAST SEGMENT LAYOUT
S4 WINGWALL AND APRON PLANS
S5 WINGWALL AND APRON DETAILS
S6 PARAPET AND HANDRAIL DETAILS
EXCEPT AS SHOWN IN THE PLANS, STRUCTURE EXCAVATION AND BACKFILL SHALL BE IN ACCORDANCE WITH
M-206-1 FOR CAST-IN-PLACE RETAINING WALLS.
STRUCTURE EXCAVATION AND BACKFILL SHALL BE AS SHOWN ON THE PLANS, EXCEPT SHORING MAY BE
REQUIRED FOR EXCAVATION ADJACENT TO THE EXISTING ROADWAY. TEMPORARY EXCAVATION SUPPORT SHALL
BE PAID FOR BY ITEM 206 SHORING.
EXPANSION JOINT MATERIAL SHALL MEET AASHTO SPECIFICATION M213.
GRADE 60 REINFORCING STEEL IS REQUIRED.
ALL REINFORCING STEEL SHALL BE NON-EPOXY COATED UNLESS OTHERWISE NOTED.
E DENOTES COATED REINFORCING STEEL.
THE FOLLOWING TABLE GIVES THE MINIMUM LAP SPLICE LENGTH FOR EPOXY COATED REINFORCING BARS
PLACED IN ACCORDANCE WITH SUBSECTION 602.06. THESE SPLICE LENGTHS SHALL BE INCREASED BY 25% FOR
BARS SPACED AT LESS THAN 6" ON CENTER OR LESS THAN 3" OF LATERAL COVER.
BAR SIZE #4 #5 #6 #7 #8 #9 #10 #11
SPLICE LENGTH FOR CLASS B OR D CONCRETE 1'-3" 1'-7" 2'-5" 2'-10" 3'-8" 4'-8" 5'-11" 7'-3"
WHEN THE CONTRACTOR ELECTS TO SUBSTITUTE EPOXY COATED REINFORCEMENT FOR BLACK REINFORCING
BARS, THE MINIMUM LAP SPLICE SHALL BE AS DESCRIBED ABOVE.
THE FOLLOWING TABLE GIVES THE MINIMUM LAP SPLICE LENGTH FOR BLACK REINFORCING BARS PLACED IN
ACCORDANCE WITH SUBSECTION 602.06. THESE SPLICE LENGTHS SHALL BE INCREASED BY 25% FOR BARS
SPACED AT LESS THAN 6" ON CENTER OR LESS THAN 3" OF LATERAL COVER.
BAR SIZE #4 #5 #6 #7 #8 #9 #10 #11
SPLICE LENGTH FOR CLASS B OR D CONCRETE 1'-1" 1'-4" 1'-7" 1'-11" 2'-6" 3'-1" 3'-11" 4'-10"
THE ABOVE SPLICE LENGTHS SHALL BE INCREASED BY 20% FOR 3 BAR BUNDLES AND 33% FOR 4 BAR BUNDLES.
10'-0"
22'-0"
1'-0" 10'-0" 1'-0"
1'-2" 5'-0" 1'-2"
1'-0"
(TYP)
1'-0"
(TYP)
1'-6"
6"
ROADWAY
SURFACE
BOX CULVERT PLAN
BOX CULVERT ELEVATION
TYPICAL SECTION
(SECTION TAKEN ALONG CENTERLINE OF BOX CULVERT)
(* DIMENSIONS MEASURED ALONG CENTERLINE OF BOX CULVERT)
0' 4' 8' 16'
0' 2' 4' 8'
0' 4' 8' 16'
Revisions
No. Date Description By
Revisions
No. Date Description By
PRELIMINARY
NOT FOR CONSTRUCTION
Civil and Structural Engineering
San Engineering LLC
PREPARED FOR
PROJ. NO.
DATE:
SCALE (H):
SCALE (V):
CHECKED BY:
DESIGNED BY:
PROJECT NAME
1278-069-00
LOT 1, CENTRE FOR ADVANCED TECH.
24TH FILING - COLUMBINE RESIDENCES
BOX CULVERT
GENERAL LAYOUT
10-13-16
N/A
N/A
JJM
JJM
S2
r4 ARCHITECTS
226 REMINGTON STREET, UNIT 3
FORT COLLINS, CO 80524
PHONE: 970.224.0630
3'-0" WIDE JOINT MEMBRANE OVER
EXTERIOR JOINTS AS SHOWN.
MEMBRANE SHALL BE GRACE ICE &
WATER SHIELD SELF-ADHERE
ROOFING UNDERLAYMENT
BURIED FACE OF PRECAST
UNIT.
JOINT GAP
(PER PRECAST MFR.)
PRECAST SEGMENT LAYOUT PLAN
PRECAST SEGMENT LAYOUT ELEVATION
0' 4.0' 8.0' 16.0'
PREPARED FOR
PROJ. NO.
DATE:
SCALE (H):
SCALE (V):
CHECKED BY:
DESIGNED BY:
PROJECT NAME
1278-069-00
LOT 1, CENTRE FOR ADVANCED TECH.
24TH FILING - COLUMBINE RESIDENCES
BOX CULVERT
PRECAST SEGMENT LAYOUT
10-13-16
N/A
N/A
JJM
JJM
S3
r4 ARCHITECTS
226 REMINGTON STREET, UNIT 3
FORT COLLINS, CO 80524
PHONE: 970.224.0630
0' 4.0' 8.0' 16.0'
Revisions
No. Date Description By
Revisions
No. Date Description By
PRELIMINARY
NOT FOR CONSTRUCTION
Civil and Structural Engineering
San Engineering LLC
1. PRECAST SEGMENT LENGTHS AND LAYOUTS SHOWN ON THIS
SHEET ARE ONLY ONE POSSIBLE CONFIGURATION. PRECAST
FABRICATOR MAY PROPOSE ALTERNATE ARRANGEMENTS.
2. PRECAST SHOP DRAWINGS AND PIECE FABRICATION SHALL
TAKE INTO ACCOUNT CONSTRUCTION TOLERANCES AND
GAPS BETWEEN ADJACENT PIECES SO AS TO PROVIDE A
FINISHED STRUCTURE WITH INDICATED OUT-TO-OUT
MEASUREMENTS.
TYPICAL JOINT MEMBRANE DETAIL
0' 4.0' 8.0' 16.0'
INTLET WINGWALL AND APRON PLAN
0' 1.0' 2.0' 4.0'
OUTLET WINGWALL AND APRON PLAN
PREPARED FOR
PROJ. NO.
DATE:
SCALE (H):
SCALE (V):
CHECKED BY:
DESIGNED BY:
PROJECT NAME
1278-069-00
LOT 1, CENTRE FOR ADVANCED TECH.
24TH FILING - COLUMBINE RESIDENCES
BOX CULVERT
WING WALL AND APRON PLANS
10-13-16
N/A
N/A
JJM
JJM
S4
r4 ARCHITECTS
226 REMINGTON STREET, UNIT 3
FORT COLLINS, CO 80524
PHONE: 970.224.0630
Revisions
No. Date Description By
Revisions
No. Date Description By
0' 1.0' 2.0' 4.0'
Revisions
No. Date Description By
Revisions
No. Date Description By
PRELIMINARY
NOT FOR CONSTRUCTION
Civil and Structural Engineering
San Engineering LLC
ONE CUBIC FOOT OF 3/4" WASHED
ROCK IN FILTER FABRIC SECURELY
TIED. CENTER ON WEEP HOLE.
(INCLUDED IN THE COST OF THE
WINGWALLS)
2"
CLR
RE. SUBGRADE
REQUIREMENTS
#4 @ 12"
1'-6"
(MIN)
VARIES
EL. VARIES
#5 @ 12"
8"
1'-3"
(MIN)
1'-3"
(MIN)
6"
(MIN)
1'-6" 8" 5'-4"
7'-6"
CONSTRUCTION
JOINT
8"
3'-0"
1'-6"
(MIN)
1'-0"
3/4" CHAMFER (TYP)
3'-0"
(MIN)
TYPICAL WINGWALL SECTION
APRON TOE WALL SECTION
TYPICAL WINGWALL SECTION
WINGWALL CONNECTION TO CULVERT
APRON TOE WALL SECTION
APRON CONNECTION TO CULVERT
0' 0.5' 1' 2'
0' 0.5' 1' 2'
0' 0.5' 1' 2'
0' 0.5' 1' 2'
PREPARED FOR
PROJ. NO.
DATE:
SCALE (H):
SCALE (V):
CHECKED BY:
DESIGNED BY:
PROJECT NAME
1278-069-00
LOT 1, CENTRE FOR ADVANCED TECH.
24TH FILING - COLUMBINE RESIDENCES
BOX CULVERT
WING WALL SECTIONS AND DETAILS
10-13-16
N/A
N/A
SIDEWALK
PRECAST
CBC UNIT
(TYP)
CURB & GUTTER.
RE. ROADWAY PLANS
6" 3'-0"
21
2"Ⱦ STD PIPE (TYP)
3'-6"
#4 E X @ 12"
#6 E CONT. (6 TOT.)
VARIES
(23'-1" TO 25'-3" WEST, 19'-7" TO 21'-9" EAST)
1'-0"
6"
EXTEND PRECAST CBC UNIT T & B
REINFORCING 2'-0". BEND UP AS
REQUIRED AT OUTSIDE FACE OF
HEADWALL
2"Ⱦ STD PIPE x 10"
10"
CONFIGURATION AT
OPPOSITE HEADWALL
2 1/8" SET SCREWS.
PLACE DIAMETRICLLY ALONG
HANDRAIL AXIS 6" ABOVE
BOTTOM OF POST.
2 1/2"Ⱦ STD PIPE
FOR RAILS AND POSTS
2"Ⱦ STD PIPE x 10"
BASE PL 1/2 x 6 x 0'-6"
W/ 4 -13/16"Ⱦ HOLES @ 4 1/2" GAUGE
FOR 4 -3/4"Ⱦ POST INSTALLED
EXPANSION BOLTS
6"
10"
CAST-IN-PLACE HEADWALL
20'-0"
5'-3" 5'-3"
CONT. TUBE
RAILS (TYP)
STEEL POST
(TYP)
WINGWALL
FOOTING
GUARDRAIL POSTS 5'-3" 5'-3"
(3 EQUAL SPACES)
GUARDRAIL POSTS
(3 EQUAL SPACES)
TYPICAL PARAPET WALL SECTION OVER BOX CULVERT
0' 0.5' 1' 2'
HEADWALL AND HANDRAIL ELEVATION (EAST AND WEST)
0' 1.0' 2.0' 4.0'
Revisions
No. Date Description By
Revisions
No. Date Description By
PRELIMINARY
NOT FOR CONSTRUCTION
Civil and Structural Engineering
San Engineering LLC
PREPARED FOR
PROJ. NO.
DATE:
SCALE (H):
SCALE (V):
CHECKED BY:
DESIGNED BY:
PROJECT NAME
1278-069-00
LOT 1, CENTRE FOR ADVANCED TECH.
24TH FILING - COLUMBINE RESIDENCES
BOX CULVERT
PARAPET AND HANDRAIL DETAILS
10-13-16
N/A
N/A
JJM
JJM
S6
r4 ARCHITECTS
226 REMINGTON STREET, UNIT 3
FORT COLLINS, CO 80524
PHONE: 970.224.0630
JJM
JJM
S5
r4 ARCHITECTS
226 REMINGTON STREET, UNIT 3
FORT COLLINS, CO 80524
PHONE: 970.224.0630
Revisions
No. Date Description By
Revisions
No. Date Description By
Revisions
No. Date Description By
Revisions
No. Date Description By
PRELIMINARY
NOT FOR CONSTRUCTION
Civil and Structural Engineering
San Engineering LLC
THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE STABILITY OF THE STRUCTURE DURING CONSTRUCTION.
STATIONS, ELEVATIONS, AND DIMENSIONS CONTAINED IN THESE PLANS ARE CALCULATED FROM A RECENT FIELD
SURVEY. THE CONTRACTOR SHALL VERIFY ALL DEPENDENT DIMENSIONS IN THE FIELD BEFORE ORDERING OR
FABRICATING ANY MATERIAL.
ALL LONGITUDINAL AND TRANSVERSE DIMENSIONS ARE MEASURED HORIZONTALLY AND INCLUDE NO
CORRECTION FOR GRADE.
THE INFORMATION SHOWN ON THESE PLANS CONCERNING THE TYPE AND LOCATION OF UNDERGROUND UTILITIES
IS NOT GUARANTEED TO BE ACCURATE OR ALL INCLUSIVE. THE CONTRACTOR IS RESPONSIBLE FOR MAKING HIS
OWN DETERMINATION AS TO THE TYPE AND LOCATION OF UNDERGROUND UTILITIES AS MAY BE NECESSARY TO
AVOID DAMAGE THERETO. THE CONTRACTOR SHALL CONTACT THE UTILITY NOTIFICATION CENTER OF COLORADO
AT 811 (1-800-922-1987) AT LEAST 3 DAYS (2 DAYS NOT INCLUDING THE DAY OF NOTIFICATION) PRIOR TO ANY
EXCAVATION OR OTHER EARTHWORK.
PREPARED FOR
PROJ. NO.
DATE:
SCALE (H):
SCALE (V):
CHECKED BY:
DESIGNED BY:
PROJECT NAME
1278-069-00
LOT 1, CENTRE FOR ADVANCED TECH.
24TH FILING - COLUMBINE RESIDENCES
BOX CULVERT
GENERAL NOTES
10-13-16
N/A
N/A
JJM
JJM
S1
r4 ARCHITECTS
226 REMINGTON STREET, UNIT 3
FORT COLLINS, CO 80524
PHONE: 970.224.0630
Revisions
No. Date Description By
Revisions
No. Date Description By
Revisions
No. Date Description By
Revisions
No. Date Description By
PRELIMINARY
NOT FOR CONSTRUCTION
Civil and Structural Engineering
San Engineering LLC