HomeMy WebLinkAboutPLEASANT VALLEY LAKE AND CANAL OVERLAND TRAIL - Filed BC-BRIDGES & CULVERTS - 2008-09-103
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VICINITY MAP
SCALE: 1"=2000'
FORS' COLLINS, COLORADO
PREPARED FOR
City of Fort Collins
NOVEMBER 1997
GENERAL NOTES
1.
ALL STREET AND STORM SEWER CONSTRUCTION SHALL CONFORM TO THE
CITY OF FORT COLLINS STANDARDS AND SPECIFICATIONS CURRENT TO
THE DATE OF APPROVAL OF THESE PLANS. ANY CONSTRUCTION
OCCURRING THREE YEARS AFTER THE APPROVAL OF THESE PLANS SHALL
REQUIRE RE-EXAMINATION OF THE PLANS BY THE DIRECTOR OF
ENGINEERING, WHO MAY REQUIRE THAT THEY BE MADE TO CONFORM TO
STANDARDS AND SPECIFICATIONS CURRENT AT THAT TIME
2.
ALL SANITARY SEWER AND WATERUNE SHALL CONFORM TO THE CITY OF
FORT COLLINS STANDARDS AND SPECIFICATIONS CURRENT AT THE
TIME OF CONSTRUCTION.
I
STREET PAVING SHALL NOT START UNTIL THE SOILS REPORT AND
PAVEMENT DESIGN ARE APPROVED BY THE DIRECTOR OF ENGINEERING
AND SUBGRADE COMPACTION TESTS ARE TAKEN AND APPROVED.
4.
THE TYPE. SIZE, LOCATION, AND NUMBER OF ALL KNOWN UNDERGROUND
UTILITIES ARE APPROXIMATE AS SHOWN ON THE DRAWINGS. IT SHALL
BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE
AND LOCATION OF ALL UNDERGROUND UTILITIES ALONG THE ROUTE OF
THE WORK. BEFORE COMMENCING NEW CONSTRUCTION. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING UNKNOWN
UNDERGROUND UTILITIES,
5.
THE ENGINEER WHO HAS PREPARED THESE PLANS, BY EXECUTION AND/OR
SEAL HEREOF, DOES HEREBY AFFIRM RESPONSIBILITY TO THE CITY OF
FORT COLLINS AS A BENEFICIARY OF SAID ENGINEER'S WORK, FOR ANY
ERRORS AND OWSSIOXNS .CONTAINED ON THESE PLANS, AND APPROVAL OF
THE PLANS BY THE CITY OR THE DISTRICT ENG:INFCR SHALL NOT RELIEVE
THE ENGINEER WHO HAS PREPARED THESE PLANS OF ALL SUCH
RESPONSIBILITY.
S.
WHEN EXISTING ASPHALT MUST BE CUT, THE ASPHALT MUST BE RESTORED
TO A CONDITION EQUAL TO OR BETTER THAN ITS ORIGINAL CONDITION.
THE EXISTING CONDITION SHALL BE DOCUMENTED BY THE CITY
CONSTRUCTION INSPECTOR BEFORE ANY CUTS ARE MADE. PATCHING
SHALL BE DONE IN CONFORMANCE WITH THE CITY OF FORT COLLINS
STREET REPAIR STANDARDS, THE FINISHED PATCH SHALL BLEND
SMOOTHLY INTO THE EXISTING SURFACE. ALL LARGE PATCHES SHALL BE
PAVED WITH AN ASPHALT LAY -DOWN MACHINE. IN STREETS WHERE MORE
THAN ONE CUT IS MADE, AN OVERLAY OF THE ENTIRE STREET WIDTH,
MAY BE REQUIRED. THE DETERMINATION OF NEED FOR A COMPLETE
OVERLAY SHALL BE MADE BY THE DIRECTOR OF ENGINFFRING.
7.
PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION, THE
CONTRACTOR SHALL CONTACT ALL UTILITIES TO COORDINATE SCHEDULES,
AND CONTACT THE CITY FORESTER TO SCHEDULE A SITE INSPECTION FOR
ANY TREE REMOVAL REQUIRING A PERMIT.
LEGEND
,113
EXISTING
CONTOUR
PROPOSED CONTOUR
—DHE—
EXISTING
OVERHEAD ELECTRIC
—60•w—
EXISTING
600 WATERLINE
—42'w—
EXISTING
42" WATERLINE
—20•w—
EXISTING
20" WATERLINE
—UGE —
EXISTING
UNDERGROUND ELECTRIC
B PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION, THE OXINTRACTOR
SHALL GIVE THE CITY ENGINEERING DEPARTMENT (221-6605) AND
EROSION CONTROL INSPECTOR (221-6589) TWENTY-FOUR (24) HOURS
ADVANCE NOTICE.
9. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION THAT WILL
EFFECT TRAFFIC SIGNS OF ANY TYPE, THE CONTRACTOR SHALL CONTACT
THE CITY OF FORT COLLINS STREETS DIVISION. MHO WILL TEMPORARILY
REMOVE OR RELOCATE THE SIGN AT NO COST TO THE CONTRACTOR;
HOWEVER, IF THE CONTRACTOR MOVES THE TRAFFIC SIGN HIMSELF, THE
CONTRACTOR WILL BE CHARGED FOR THE LABOR, MATERIALS AND
EOUIPMFNT TO REINSTALL THE SIGN AS NEEDED.
10. ALL EXISTING CONCRETE CURB, GUTTER t SIDEWALK DAMAGED DURING
CONSTRUCTION SHALL BE REPAIRED PRIOR TO ACCEPTANCE OF
COMPLETED IMPROVEMENTS.
11. BENCHMARKS:
SOUTHEAST CORNER PROSPECT ROAD/OVERLAND TRAIL
NORTHEAST FIRE HYDRANT BONNET BOLT
ELEV. 5124.44
BRASS CAP ON EAST HEADWALL OF THE
P.V. & L CANAL BOX CULVERT LOCATED
NORTH OF LAKE STREET.
ELEV. 5115.24
12 E DEWATERRNG IS USED TO INSTALL UTILITIES THEN A STATE
CONSTRUCTION DEWATERING WASTEWATER DISCHARGE PERMIT IS
REQUIRED IF DISCHARGE INTO A STORMSEWER, CHANNEL, IRRIGATION
DITCH, OR ANY WATERS OF THE UNITED STATES
11 ALL CONSTRUCTION ACTIVITY MUST COMPLY WITH THE STATE OF
COLORADO PERMITTING PROCESS FOR 'STORMWATER DISCHARGES
ASSOCIATED WITH CONSTRUCTION ACTIVITIES. FOR INFORMATION, PLEASE
CONTACT COLORADO DEPT. OF HEALTH, WATER QUALITY CONTROL
DIVISION, WOOD-PE-82, ATTN: PERMITS A ENFORCEMENT SECTION, PHONE
(303)892-3590.
14. THE CITY SHALL NOT BE RESPONSIBLE FOR ANY DAMAGES OR INJURIES
SUSTAINED IN THIS DEVELOPMENT AS A RESULT OF GROUNDWATER SEEPAGE,
WHETHER RESULTING FROM GROUNDWATER FLOODING, STRUCTURAL DAMAGE,
OR OTHER DAMAGE SUSTAINED AS A RESULT OF THE CITYS FAILURE TO
PROPERLY MAINTAIN ITS WATER, WASTEWATER, AND/OR STORM DRAINAGE
FACILITIES IN THE DEVELOPMENT.
EXISTING EDGE OF ASPHALT
— — —
EXISTING FENCE
wT
EXISTING CURB do GUTTER
FUTURE CURB & GUTTER
---
— — — —
SECTION LINE
0
EXISTING TREE
CL1
CENTERLINE DATA
DETAIL OR SECTION
4
SEE SHEET
INDEX TO DRAWINGS
SHEET NO. DESCRIPTION
1 COVER SHEET
2 PLAN AND PROFILE
3 SECTIONS AND DETAILS
4 SECTIONS AND DETAILS
City
of Fort Collins, Colorado
UT=
P APPROVAL
APPROVED:
/Z-1-91
Director of Engin P 'ng
Date
CHECKED
BY:
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CALL UTLITY NOTIFICATION
Water A Wastewater Utility
Date
CENTER OF COLORADO
>;{"D2>�'
1=800-922-1987
CHECKED
BY:
.
SStormwater Utility
Date
,role 6.Ps.
OR 534-6700 N ME1R0
CHECKED
BY:
DENVF31
Parka k Recreation
Date
CALL 2 BUSINESS DAYS IN ADVANCE
BEFORE YOU DIG, GRADE, OR EXCAVATE
CHECKED
BY:
FOR THE MARKMO OF UNDERGROUND
Date
MEMPFR UTILITIES.
CHECKED
BY:
Date
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CURVE
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LENGTH
TANGENT
CHORD
BEARING
DELTA
CL1
100.00'
29.75'
14.98'
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EXISTING CURB do GUTTER
EXISTING TYPE R INLET
EXISTING T CONCRETE WALK
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REMOVE �29 LF DISTURBED AREAS AND INSTALL
/ EXISTING CONCRETE EROSION CONTROL FABRIC VERT. 0 r 2.5 5
SIDEWALK (NORTH AMERICAN GREEN P-300) SCALE IN FEET
ON ALL DISTURBED CHANNEL SLOPES
_ PER MANUFACTURERS RECOMMENDATIONS.
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CONSTRUCT -90 LF OF 5118.
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7'x 6" THICK
CALL UTILITY NOTIFICATION
VERIFY LOCATION OF UNDERGROUND LORY ANN ESi A`i'ES
ELECTRIC PRIOR TO EXCAVATION
FOR BOX EXTENSION.
i MATCH EXISTING
WALK ELEV. 20.43
-- FUTURE FLOWt_INE
CURB & GUTTER
JBY OTHERS)
CENTER OF COLORADO
11 F j 1— 00-922-1987
���} 1 REMOVE EXISTING OR 5 "�'-6700 N m"Ro
PE DESTRIAN BRIDGE �`,VER
CALL 2 DLJWPr DAY8 IN ADVANCE
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THESE PLANS HAVE BEEN REVIEWED AND
16� ACCEPTED BY THE
I � PLEASANT VALLEY & LAKE CANAL
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HMNDRAIL' � - BY
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DATE
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MATCH EXISTING-
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OVER[AND TRAIL FARM tv0427�? CHECKED BY:
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5100-
020-147
DRAWING NO.
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EXPANSION JOINT FILLER
1 /2"=V-0"
MIN. LAP SPLICE
LENGTH (TYP.)
6" 6"
CONSTRUCTION
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BOTTOM SLAB
REINF. (TYP.)
AND CULVERT
TOP SLAB
REINF. (TYP.)
STAGE 1
NOTE: THIS DETAIL IS FOR CONSTRUCTION
JOINTS PERPENDICULAR TO THE
q OF THE BOX ONLY.
CONSTRUCTION JONT DETAIL
FOR STAGED CONSTRUCTION
N. T. S.
HEADWALL NOTES
1. PROVIDE MASONRY TIES AT 18" CENTERS
FOR EACH COURSE.
2. ALL EXPOSED CONCRETE SHALL HAVE A
CDOT CLASS 5 FINISH. COLOR SHALL BE
APPROVED BY CITY OF FORT COLLINS
PRIOR TO APPLICATION.
3. COLOR AND TYPE OF BRICK FACING SHALL
BE APPROVED BY THE CITY OF FORT COLLINS
PRIOR TO CONSTRUCTION.
GENERAL NOTES,
ALL EXPOSED CONCRETE SHALL HAVE A RUBBED FINISH.
GRADE 60 REINFORCING IS REQUIRED.
FOR THE BOX CULVERT, ALL CONCRETE
SHALL BE CLASS D.
ALL CONSTRUCTION JOINTS SHALL BE THOROUGHLY CLEANED BEFORE FRESH
CONCRETE IS POURED.
ALL CONSTRUCTION JOINTS NOT SHOWN
ON THE PLANS SHALL BE APPROVED
21 41
BY THE ENGINEER.
THE CONTRACTOR IS RESPONSIBLE FOR
THE STABILITY OF THE, STRUCTURE
20ss�
q
DURING CONSTRUCTION.
DO NOT BACKnLL THE CULVERT UNTIL
TOP SLAB HAS
REACHED DESIGN STRENGTH, fc .
18.97
O.O. WALK
THE MINIMUM LAP SPLICE LENGTH FOR
REINFORCING BARS SHALL BE:
BAR SIZE
#4
/5
#6
#7
#8
#9
#10
#11
SPLICE
LENGTH
V-3"
V-6"
V-10"
2'-2"
2'-10"
3'-7"
4'-7"
5'-7"
ALL EXPOSED CONCRETE CORNERS SHALL BE CHAMFERED 3/4 INCH.
BOX CULVERT DESIGN DATA
FOOTING FOR 14TH EDITION WITH 1990 INTERIM OF THE AASHTO STANDARD SPECIFICATIONS
BRICK AND FOR HIGHWAY BRIDGES, SERVICE LOAD DESIGN METHOD
CONCRETE WALL
UNIT STRESSES: fs — 24,000 psi fy — 60,000 psi
fc = 1,800 psi ffc = 4,500 psi
n = 8
HANDRAIL NOTES
1. HANDRAIL SHALL BE FABRICATED IN ACCORDANCE
WITH CITY OF FORT COLLINS STANDARDS.
2. CONTRACTOR SHALL SUBMITT HANDRAIL SHOP
DRAWINGS TO CITY OF FORT COLLINS FOR
APPROVAL PRIOR TO INSTALLATION.
3. DESIGN CRITERIA SHALL BE IN ACCORDANCE
WITH AASHTO STANDARDS.
4. HANDRAIL DESIGN SHALL BE COMPATABLE WITH
THE DESIGN OF THE BRIDGE PARAPET WALL.
5. RAILING POSTS SHALL BE SET NORMAL TO GRADE.
6. RAILING SHALL BE FABRICATED IN 2 AND 3 PANEL
LENGTHS.
7. SHIMS SHALL BE USED UNDER POSTS AND UNDER
END PLATES WHERE REQUIRED BY ALIGNMENT.
8. SHIMS SHALL CONFORM TO SAME MATERIAL AS POSTS.
9. THE SHANK AND ROOF OF THREAD DIAMETER FOR
ANCHOR BOLTS SHALL BE A MIN. OF 0.62 INCHES.
10. MAXIMUM REDUCTION IN DIAMETER OF BENT SECTION
SH ALL BE 3X.
11. MAXIMUM REDUCTION IN SLOT WIDTH IN BENT TUBING
SHALL BE 3/16"
12. FOR ALUMINUM RAILING:
A) ANCHOR BOLTS, NUTS, AND WASHERS FOR
ALUMINUM RAILING SHALL BE STAINLESS STEEL.
B) WALL THICKNESS OF TUBING SHOWN ABOVE SHALL
BE MINIMUM NOMINAL AVERAGE WALL THICKNESS.
C) ALUMINUM IN CONTACT WITH CONCRETE SHALL
HAVE BITUMINOUS COATING.
13. FOR STEEL RAILING:
A) ANCHOR BOLTS, NUTS, AND WASHERS FOR STEEL
RAILING SHALL BE EITHER STAINLESS STEEL OR
ASTM A307. IF A307 ARE USED, ELECTRO—GALVANIZE
NUTS, WASHERS, AND TOP 3 1/2" OF ANCHOR
BOLTS.
B) TUBULAR STEEL RAILING SHALL BE GALVANIZED AFTER
FABRICATION (INCLUDING SHIMS).
BOX CULVERT LOADING DATA
LIVE LOAD = AASHTO, HS 20-44 AND ALTERNATE MILITARY LOADING
DEAD LOAD CASE 1:
VERTICAL EARTH LOAD 120 LBS./CU.FT.
HORIZONTAL EARTH LOAD 30 LBS./CU.FT.
DEAD LOAD CASE 2:
VERTICAL EARTH LOAD 120 LBS./CU.FT.
HORIZONTAL EARTH LOAD = 60 LBS./CU.FT.
FUTURE ASPHALT OVERLAY 48 LBS./SQ.FT.
LIVE LOAD SURCHARGE
ON EXTERIOR WALLS 2 FT. OF EARTH
STRUCTURAL BACKRLL
IMPORTED CLASS 1 STRUCTURAL BACKFILL SHALL CONFORM TO THE FOLLOWING
GRADATION REQUIREMENTS:
X BY WEIGHT
SIEVE PASSING SQUARE
IWE MESH SIEVES
2 Inch 100
No. 4 30 — 100
No. 50 10 — 60
No. 200 5 — 20
THE BACKFILL MATERIAL SHALL HAVE A LIQUID LIMIT NOT EXCEEDING 35
AND A PLASTICITY INDEX OF NOT OVER SIX WHEN DETERMINED IN
CONFORMITY WITH AASHTO T89 AND T90 RESPECTIVELY.
BEDDING REQUIREMENTS
BEDDING MATERIAL FOR THE BOX CULVERT(S) SHALL CONSIST OF
ONE OF THE FOLLOWING ALTERNATIVES:
1) 3" OF LEAN CONCRETE BASE, WITH MINIMUM CONCRETE CONTENT OF
250 LBS. PER CUBIC YARD. THE AGGREGATE GRADATION SHALL BE
AS FOLLOWS:
X BY WEIGHT
SIEVE PASSING SQUARE
SIZE MESH SIEVES
2 inch 100
No. 4 20 — 70
No. 200 5 — 15
2) 6- OF 1 1/2" CRUSHED AGGREGATE (AASHTO M43 NO. 4 OR 467)
CALL UTLITY NOTMATHM
CENTER OF COLORADO
1-800-922=1987
534-6700DENVER
CALL 2 W911E8S DAYS N ADVANCE
BEFORE YOU Dia GRADE, OR EXCAVATE
FOR THE MARKING OF UNDERGROUND
NIEWER MUMS.
City of Fort Collins, Colorado
UTIIdTY PLAN APPROVAL
APPROVED+ Z'2-Y-91
Director of X&ineering Date
CHECKED BY: N%� 11 Zl 97
Water k Wastewater Utility Date
CHECKED BY: Iiflf_J12AVwoeG•Ds_ 0121W.3it
ormwater Utility Date
CHECKED BY:
Parks k Recreation Date
CHECKED BY:
Date
CHECKED BY:
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14 1/2- 1' MAX.
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EL. 16.46 N v
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O o
•
a •
\ j\\j�\/�\/\\
a • \\; #4 x N j- O 12"
i4
\ CONCRETE TO BE PLACED
p AGAINST UNDISTURBED SOIL
7,0,P#4 (CONT)
(PLACE AS SHOWN)
9" (2 TOTAL)
SECTION B
3/4"=V-O" "` 3
EXTEND REINF. 18"
PAST END ON TOP
AND BOTTOM SLABS
AND WALLS
(USE STD 90' HK
AS NEEDED FOR
CLEARANCE).
6" BEDDING
(SEE SHT 3)
0
I
1'-6" ih
/4 X 7F. 2- �—
N
PREFER TO
FOR ADD'L
INFORMATION
/--- 7-#5 EQ. SPCS
7' SIDEWALK
e �
1' CLAY MATERIAL �---�-
(AASHTO A6 OR A7 DESIGNATION)
3/4- CRUSHED ROCK IN
GEOTEXTILE DRAINAGE FABRIC
FULL LENGTH OF WALL x
1'-O- WIDE
IMPORTED
CLASS I CDOT STRUCT.
BACKFILL
0
/2- /6 DOWELS 0 12"
E.F.
12"1.1
#6 O 12" E.W. E.F.
#5 O 12` E.F.
3- CL - '
2-IN'a#4 0 12-
9'
5'-0-
SECTION
1/2"=V-0" a``3
0 12" E.F.
6" BEDDING
V-6- (SEE SHT. 3)
SIDEWALK
SIDE
STONE CONTINUE HORZ. REINF.
FACING THROUGH PILASTER
CENTERLINE
• 8' 8-
N,
OCL
a'
N
BRICK FACING PROVIDE LAP SPLICE
NOT SHOWN w/ VERT. REINF. IN
FOR CLARITY RETAINING WALL, SOME
3/4- CHAMFER CASES. REFER TOO
CONT. (TYP.) 3/4" DEEP FORMED
N3 TIES O a- NOTCH (TYP.)
SECTION D
3/4"=1'- 0" 3
EMOVE PARAPET CURB
AND GUARDRAIL
BOX CULVERT EXISTING
EXTENSION — — � BOX CULVERT
— — — — — — — BUSH HAMMER
— — — — — EXISTING CONCRETE.
— — — — — APPLY BONDING AGENT
AND JOINT SEALANT
A(4 SIDES).
1'-3
MATCH EXIST. INVERT
DRILL do DOWEL
p4's O 12" w/ I I EXIST. TOE WALL
HILTI HIT HY 150 — TO REMAIN
EPDXY (OR EQUAL)
(4 SIDES)
SECTION E
NTS 2
BEGIN FABRIC
INSTALLATION
NORTH AMERICAN
GREEN EROSION
CONTROL FABRIC
TOP OF MAIN
CHANNEL W W
END FABRIC W
INSTALLATION
W y
W W
W W
1. W
NOTE 2
NOTE 2
w
W
W L
W W
Q\ W W
W
NOTE 1
NOTES:
1. ANCHOR BLANKET IN A 6" DEEP BY 6" WIDE
TRENCH. BACKFILL AND COMPACT TRENCH AFTER
STAPLING. TRENCH AND STAPLE FULL LENGTH
ALONG EDGE OF BLANKET.
2. ANCHOR BLANKET IN A 6" DEEP BY 6" WIDE
TRENCH. BACKFILL AND COMPACT TRENCH
AFTER STAPLING.
3. STAPLE PATTERN C.
EROSION CONTROL FABRIC KEY TRENCH
ea
CALL UM" NOTSCATION
CENTER OF COLORADO
1-800-922-1987
534-6700
CALL 2 DUSM88 DAYS N ADVANCE
BEFORE YOU M GRADE. OR EXCAVATE
FOR THE MARKNG OF UNDERGROUND
MFWPA UTLITFS.
City
of Fort Collins, Colorado
UTILITY
PLAN APPROVAL
APPROVE
"+ �. •-� '� /00'•`/-77
Director of Eng' g
Date
CHECKED
BY:
NA
if- ZI.97
Water & Wastewater Utility
Date
CHECKED
BY:
�a- g4Yl7;�-8 r e 6.DS
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�Storiinwater Utility
Date
CHECKED
BY:
Parks do Recreation
Date
CHECKED
BY:
Date
CHECKED
BY:
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PROJECT NO.
020-147
DRAWING NO.
4 of 4