HomeMy WebLinkAbout2133 S. TIMBERLINE RD., OFFICE & RESTAURANT - FDP - FDP160015 - SUBMITTAL DOCUMENTS - ROUND 1 - UTILITY PLANSMARCH, 2016
PROJECT
LOCATION
VICINITY MAP
Ditesco, LLC
Keith Meyer, P.E.
1315 Oakridge Drive, Suite 120
Fort Collins, Colorado 80525
(970) 988-8605
Northern Engineering
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
(970) 221-4158
CONTACT INFORMATION
BENCHMARKS
C001
1
COVER SHEET
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what's
R
City of Fort Collins, Colorado
Date
Date
Date
Date
Date
Date
City Engineer
Traffic Engineer
Parks & Recreation
Stormwater Utility
Water & Wastewater Utility
LOCATED IN THE EAST HALF OF SECTION 19, TOWNSHIP 7 NORTH, RANGE 68 WEST OF THE 6th P.M.
CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO
UTILITY PLANS FOR
Coordinate Control
VERTICAL DATUM:
HORIZONTAL DATUM:
DISCLAIMER STATEMENT: CERTIFICATION STATEMENT:
SHEET NO.
15-01-29
PROJECT NO.
SHEET INDEX
DESIGNED BY:
DRAWN BY:
APPROVED BY:
SCALE:
SHEET SUBSET:
LOT 1, TIMBERLINE CENTER,
THIRD FILING DATE:
NONE
March 24, 2016
K. Meyer
R. Bunner
K. Meyer
NOT FOR CONSTRUCTION
NTS
Keith Meyer, P.E.
SHEET NO.
15-01-29
PROJECT NO.
SHEET INDEX
DESIGNED BY:
DRAWN BY:
APPROVED BY:
SCALE:
SHEET SUBSET:
LOT 1, TIMBERLINE CENTER,
THIRD FILING DATE:
NONE
March 24, 2016
K. Meyer
R. Bunner
K. Meyer
NOT FOR CONSTRUCTION
C002
2
GENERAL NOTES
NTS
B. Street Improvement Notes
C. Traffic Signing and Pavement Marking Construction Notes
D. Storm Drainage Notes
E. Utility Notes
Note:
GENERAL NOTES (City of Fort Collins)
City of Fort Collins Mapping Datum
A. Grading and Erosion Control Notes
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what's
R
City of Fort Collins, Colorado
Date
Date
Date
Date
Date
Date
City Engineer
Traffic Engineer
Parks & Recreation
Stormwater Utility
Water & Wastewater Utility
SEE SHEET C001 FOR VERTICAL AND HORIZONTAL DATUMS AND NOTES.
NOTE: APPENDIX FORMS AND
INFORMATION ARE FOR
REFERENCE ONLY. CONTACT
LOCAL ENTITY ENGINEER FOR
ORIGINAL FORMS AND
CURRENT INFORMATION
T T T
T
T T T
T T
T
T T
T
FO FO FO FO FO FO FO FO FO FO FO FO
FO
FO FO FO FO FO FO FO FO FO
FO FO FO
FO
G
G
G G
G
G G
G
G
G G
G
G
G
G G
G
G G G G G
G
G
G
G
G
G
G G
G
G G G
G G
G
G
G
W
W W W W
6'' F
6'' F
W
W W
W
W
W W
18'' SS
6'' SS 6'' SS
W W W
SOUTH TIMBERLINE ROAD
EXIST. STMH
FND NAIL & SHINER
LS 33642,KSI
FND #4 REBAR
w/ RPC LS 37987,NE
DESIGN BY OTHER
(FOR REFERENCE ONLY)
8" WIDE MASONRY WALL
SOUTH TIMBERLINE ROAD
FND #4 REBAR
w/ RPC LS 37987,NE
FND #4 REBAR
FND #4 REBAR w/ RPC LS 33106,KSI
FND #4 REBAR w/ RPC LS 33106,KSI
w/ RPC LS 37987,NE
FND #4 REBAR
w/ RPC LS 34995,KSI
FND NAIL & SHINER
LS 34995,KSI
PROPOSED EASEMENT/
BUILDING ENVELOPE
1' CURB CUT
PROPOSED RAIN
GARDEN
(SEE SHEET C402)
PROPOSED SCREEN WALL
(SEE DETAIL)
PROPOSED SEAT WALL
(SEE DETAIL)
PROPOSED SEAT WALL
(SEE DETAIL)
PROPOSED BIKE PARKING
9'x9' OPEN CELL PAVERS
PROPOSED 3' WIDE PATH;
CRUSHER FINES
(SEE DETAIL)
1' CURB
CUT
314
C604
313
C604
310
C603
DESIGN BY OTHER
(FOR REFERENCE ONLY)
DESIGN BY OTHER
(FOR REFERENCE ONLY)
LOT 1
TIMBERLINE CENTER
THIRD FILING
TRASH ENCLOSURE
PROPOSED 2'
SIDEWALK CHASE
SLOPE &
DRAINAGE EASEMENT
(TO BE VACATED; SEE PLAT)
15'
UTILITY
&
DRAINAGE
EASEMENT
UTILITY, DRAINAGE, ACCESS EASEMENT
313
C604
315
C604
316
C202
5
HORIZONTAL CONTROL DATA
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what's
R
City of Fort Collins, Colorado
Date
Date
Date
Date
Date
Date
City Engineer
Traffic Engineer
Parks & Recreation
Stormwater Utility
Water & Wastewater Utility
SHEET NO.
15-01-29
PROJECT NO.
SHEET INDEX
DESIGNED BY:
DRAWN BY:
APPROVED BY:
SCALE:
SHEET SUBSET:
LOT 1, TIMBERLINE CENTER,
THIRD FILING DATE:
NONE
March 24, 2016
K. Meyer
R. Bunner
K. Meyer
NOT FOR CONSTRUCTION
NTS
SOUTH TIMBERLINE ROAD
SF
SF
VTC
CIP3
IP
IP
FND #4 REBAR
w/ RPC LS 37987,NE
DESIGN BY OTHER
(FOR REFERENCE ONLY)
FND #4 REBAR
FND #4 REBAR w/ RPC LS 33106,KSI
FND #4 REBAR w/ RPC LS 33106,KSI
w/ RPC LS 37987,NE
FND #4 REBAR
w/ RPC LS 34995,KSI
FND NAIL & SHINER
LS 34995,KSI
DESIGN BY OTHER
(FOR REFERENCE ONLY)
FF= 4946.80
LOT 1
TIMBERLINE CENTER
THIRD FILING
TRASH ENCLOSURE
15'
UTILITY
&
DRAINAGE
EASEMENT
PROPOSED EASEMENT
EXISTING 8" WIDE
CONCRETE WALL
GS
GS
GS
GS
PROPOSED RAIN GARDEN
(SEE SHEET C402)
SLOPE &
DRAINAGE EASEMENT
(TO BE VACATED; SEE PLAT)
UTILITY, DRAINAGE, ACCESS EASEMENT
C301
6
EROSION CONTROL PLAN
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
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R
City of Fort Collins, Colorado
Date
Date
Date
Date
Date
Date
City Engineer
Traffic Engineer
100
C302
C302
SHEET NO.
15-01-29
PROJECT NO.
SHEET INDEX
DESIGNED BY:
DRAWN BY:
APPROVED BY:
SCALE:
SHEET SUBSET:
LOT 1, TIMBERLINE CENTER,
THIRD FILING DATE:
NONE
March 24, 2016
K. Meyer
R. Bunner
K. Meyer
NOT FOR CONSTRUCTION
EROSION CONTROL DETAILS
NTS 7
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what's
R
SILT FENCE CURB INLET PROTECTION
CONSTRUCTION SEQUENCE
SF IP
101
C302
VTC
102
C302
VEHICLE CONTROL TRACKING PAD
103
C302
104 ROCK SOCK PROTECTION
C302
GS
155.09'
SOUTH TIMBERLINE ROAD
FF= 4946.80
309
C603
FND #4 REBAR
w/ RPC LS 37987,NE
FND #4 REBAR
FND #4 REBAR w/ RPC LS 33106,KSI
FND #4 REBAR w/ RPC LS 33106,KSI
w/ RPC LS 37987,NE
FND #4 REBAR
w/ RPC LS 34995,KSI
FND NAIL & SHINER
LS 34995,KSI
EXISTING 8" WIDE
MASONRY WALL
3' CONCRETE PAN
PROPOSED BIO SWALE
CHANNEL
1' CURB CUT
MATCH EXISTING
PROPOSED STEPS
(SEE SHEET C402)
PROPOSED RAIN
GARDEN
(SEE SHEET C402)
PROPOSED STEPS
(SEE SHEET C402)
PROPOSED
TRANSFORMER
PROPOSED SCREEN WALL
(SEE DETAIL)
314
C604
PROPOSED SEAT WALL
(SEE DETAIL)
313
C604
308
C603
PROPOSED SEAT WALL
(SEE DETAIL)
PROPOSED 10" PVC DRAIN
9 LF @ 1.22%
313
C604
PROPOSED 10" PVC DRAIN
15 LF @ 1.2%
PROPOSED 2'
SIDEWALK CHASE
(0.86' DEEP)
PROPOSED BIKE PARKING
9'x9' OPEN CELL PAVERS
PROPOSED 3' WIDE PATH;
CRUSHER FINES
(SEE DETAIL)
310
C603
EXISTING SIDEWALK
T
A S
P L
O
L
Y
N
S T
A
O P L
L
Y
N
CLEAN OUT
TO GRADE
RAIN GARDEN
(SEE DETAIL)
307
C603
0.5%
CLEAN OUT
TO GRADE
PERFORATED PVC PIPE
SOLID PVC PIPE
6" SCH 40 PVC @ 1.0%
NOTE:
CLEANOUTS TO BE SCH 40 PVC
WYE TRANSITION TO SURFACE
w/ THREADED CAP.
6" PVC; PROVIDE
CORE THRU
MASONRY WALL
GEOGRID WALL RETAINING MATERIAL EXISTS IN THIS AREA.
CONTRACTOR TO CAREFULLY REMOVE GEOGRID WITHOUT
DAMAGING WALL OR ADJACENT MATERIALS. REPLACE
GEOGRID WITH EQUAL MATERIAL. OVERLAP 2x AREA
DISTURBED.
FF= 4946.80
LOT 1
TIMBERLINE CENTER
2ND FILING
A
C402
2%
46.72
46.12
45.59 1%
3' 1' 5'
FF= 4946.80
LOT 1
TIMBERLINE CENTER
2ND FILING
B
C402
2% 46.70
1%
5' 1' 3'
46.19
45.64
1%
SOUTH TIMBERLINE ROAD
T T T
T
T T T
T T
T
T T
T
FO FO FO FO FO FO FO FO FO FO FO FO
FO
FO FO FO FO FO FO FO FO FO
FO FO FO
FO
G
G
G G
G
G G
G
G
G G
G
G
G
G G
G
G G G G G
G
G
G
G
G
G
G G
G
G G G
G G
G
G
G
W
W W W W
6'' F
6'' F
W
W W
W
W
W W
18'' SS
6'' SS 6'' SS
W W W
DESIGN BY OTHER
(FOR REFERENCE ONLY)
DESIGN BY OTHER
(FOR REFERENCE ONLY)
EXIST. STMH
EXIST. STMH
EXIST. STMH
EXIST. STMH
C601
11
UTILITY DETAILS
SHEET NO.
15-01-29
PROJECT NO.
SHEET INDEX
DESIGNED BY:
DRAWN BY:
APPROVED BY:
SCALE:
SHEET SUBSET:
LOT 1, TIMBERLINE CENTER,
THIRD FILING DATE:
NONE
March 24, 2016
K. Meyer
R. Bunner
K. Meyer
NOT FOR CONSTRUCTION
NTS
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what's
R
City of Fort Collins, Colorado
Date
Date
Date
Date
Date
Date
City Engineer
Traffic Engineer
Parks & Recreation
Stormwater Utility
Water & Wastewater Utility
201
C601
STANDARD SETTING FOR 1" WATER METERS 202
C601
GREASE INTERCEPTOR
203
C601
BEDDING REQUIREMENTS 204
C601
SERVICE WYE DETAIL 205
C601
TRENCH DETAIL
INV: 42.2
INV: 42.36
38.03
38.53
44"
RIM: 45.96
44.12
C602
12
UTILITY DETAILS
SHEET NO.
15-01-29
PROJECT NO.
SHEET INDEX
DESIGNED BY:
DRAWN BY:
APPROVED BY:
SCALE:
SHEET SUBSET:
LOT 1, TIMBERLINE CENTER,
THIRD FILING DATE:
NONE
March 24, 2016
K. Meyer
R. Bunner
K. Meyer
NOT FOR CONSTRUCTION
NTS
206
C602
SPRINKLER SYSTEM DETAIL
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what's
R
City of Fort Collins, Colorado
Date
Date
Date
Date
Date
Date
City Engineer
Traffic Engineer
Parks & Recreation
Stormwater Utility
Water & Wastewater Utility
207
C602
TYPICAL POINT OF CONNECTION
C603
13
ON-SITE DETAILS
SHEET NO.
15-01-29
PROJECT NO.
SHEET INDEX
DESIGNED BY:
DRAWN BY:
APPROVED BY:
SCALE:
SHEET SUBSET:
LOT 1, TIMBERLINE CENTER,
THIRD FILING DATE:
NONE
March 24, 2016
K. Meyer
R. Bunner
K. Meyer
NOT FOR CONSTRUCTION
NTS
300
C603
OUTFALL VERTICAL CURB & GUTTER
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
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R
City of Fort Collins, Colorado
Date
Date
Date
Date
Date
Date
City Engineer
Traffic Engineer
Parks & Recreation
Stormwater Utility
Water & Wastewater Utility
302
C603
PAVING SECTION
303
C603
RAMP DETAIL
308
C603
BIO SWALE CHANNEL
PLAN
ISOMETRIC
PLAN
ISOMETRIC
RAMP NOTES:
301
C603
INFLOW VERTICAL CURB & GUTTER
304
C603
RAMP DETAIL
C604
14
ON-SITE DETAILS
SHEET NO.
15-01-29
PROJECT NO.
SHEET INDEX
DESIGNED BY:
DRAWN BY:
APPROVED BY:
SCALE:
SHEET SUBSET:
LOT 1, TIMBERLINE CENTER,
THIRD FILING DATE:
NONE
March 24, 2016
K. Meyer
R. Bunner
K. Meyer
NOT FOR CONSTRUCTION
NTS
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what's
R
City of Fort Collins, Colorado
Date
Date
Date
Date
Date
Date
City Engineer
Traffic Engineer
Parks & Recreation
Stormwater Utility
Water & Wastewater Utility
310
C604
HANDICAP PARKING REQUIREMENTS 312
C604
SIDEWALK DETAIL 313
C604
SEATWALL
2'-0" PRECAST CONCRETE CAP TO
MATCH BUILDING STUCCO
#4 @ 12" VERTICAL CENTERED
#5 @ 12" HORIZONTAL
COMPACTED SUBGRADE
2"x4" WEEPHOLE OPENING
(2) #5 (BUNDLED VERTICAL)
BRICK VENEER TO
MATCH BUILDING
1'-9"
30" MIN. VARIES - 2' MIN.
1 1/2"
3"
11"
314
C604
SCREEN WALL
2'-0"
PRECAST CONCRETE CAP TO
MATCH BUILDING STUCCO
#4 @ 12" O.C. E.W.
COMPACTED SUBGRADE
#5 DOWELS @ 12" O.C.; ALTERNATE
RAIL DIRECTIONS IN FOOTER.
BRICK VENEER TO
MATCH BUILDING
1'-0"
5'-0"
1 1/2"
3"
11"
NOTES:
1. CONCRETE TO BE CDOT CLASS B.
2. REFERENCE CIVIL PLANS FOR GRADES. LOCATE WEEP HOLE ALONG WALLS @ 10' OC. MIN. IF SHEET
FLOW. IF DESIGNED LOW POINT, LOCATE MIN. 2 WEEP HOLES AT LOW POINT LOCATION.
3. WALL HEIGHT VARIES FOR 2'-0" TO 2'-6", SEE GRADING PLAN.
1'-9"
2'-6"
#4 @ 12" OC
NOTES:
1. PRECAST CONCRETE CAP TO MATCH BUILDING STUCCO
2. BRICK VENEER TO MATCH BUILDING
3. CONCRETE TO BE CDOT CLASS B.
4. REINFORCING TO GRADE 60.
5. COMPACT ALL SUBGRADE SOILS TO 95% SPD.
315
C604
BIKE PARKING AREA
12"
8"
GRADING PER PLAN
OPEN CELL PAVERS
3$9(56
3" 3/8" PEA GRAVEL
4" RECYCLED CONCRETE
NOTES:
1. CONCRETE TO BE CDOT CLASS B.
2. GRAVEL TO BE 3/8" CHIP OR PEA GRAVEL, CDOT NO.8 OR EQUAL.
3. RECYCLED CONCRETE TO BE COMPACTED 95% SPD.
4. SOIL BENEATH PAVER SYSTEM TO BE COMPACTED 95% SPD.
5. PAVERS TO BE PAVESTONE GRASSTONE OR EQUAL.
6. BIKE RACKS TO BE ANCHORED THROUGH PAVERS WITH NO. 5 REBAR; 4' DEEP.
316
C604
TRASH ENCLOSURE PAD
28'
15'
2.6%
2.3%
A
C604
A
C604
SECTION A-A'
1
1
4"
30"
8"
6"
6'
SIDEWALK
15'
PAD
305
C603
RAMP DETAIL
306
C603
RAMP DETAIL
3'-0"
1'-6" 1'-6" 1"
6"
1'-6"
6"
1 1/2"
4 1/2"
6"
12"
6"
0.08 2"R
1 1/2"R
1'-6"
6"
1 1/2"
4 1/2"
6"
12"
6"
0.08
2"R
1 1/2"R
309
C603
CONCRETE PAN DETAIL
4" 95% STD
PROCTOR RECYCLED
CONCRETE
*VARIES
* SEE GRADING PLAN
SITE CONCRETE NOTES:
1. ALL RAMPS TO INCLUDE EAST JORDAN
IRONWORKS TRUNCATED DOMES OR
APPROVED EQUAL.
2. ALL SITEWORK / CONCRETE TO BE CDOT
CLASS B FLATWORK.
FILTER FABRIC
4-6" COBBLE @ TOP
w/ PEA GRAVEL BELOW
6-8" COBBLE
PLANTING AREA
(TYP)
MIRAFI 140N
CONTRACTOR TO EXAGGERATE SLOPE
TO BACK OF CURB TO ENSURE
DRAINAGE INTO RAIN GARDEN.
MAINTAIN OPENING TO1" HEIGHT
307
C603
BIO SWALE CHANNEL
1" OPENING
STEEL WQCV PLATE
ANCHORED TO BACK OF CURB
VARIES
723
6" PERFORATED
'5$,13,3(,19
2"
12" BIORETENTION MEDIA
3" NO. 8 PEA GRAVEL
10" NO. 4 FILTER MATERIAL
NOTES:
1. FILTER MATERIAL TO BE CDOT NO. 4 OR EQUAL.
2. PEA GRAVEL TO BE CDOT NO. 8 OR EQUAL.
3. BIORETENTION MEDIA TO BE CITY STANDARD SPECIFICATION (SEE PLANS)
4. SEPARATOR FABRIC TO BE MIRAFI 140N OR EQUAL.
5. PVC PIPE TO BE CONTECH A2000 PERFORATED DRAIN PIPE.
6. SOLID PVC DRAIN PIPE TO BE CONTECH A2000 SOLID PIPE OR JM EAGLE SCH40 PVC SOLVENT WELD.
7. STEEL PLATE FOR WQCV OPENING TO BE 1/4" FLAT STOCK.
8. OPENING IN CURB TO BE 6" LONG; STEEL PLATE TO BE 12" LONG.
9. ANCHOR STEEL PLATE TO BACK OF CURB w/ 3/8" EXPANSION ANCHORS OR EQUAL. PROVIDE ONE
ANCHOR ON EACH SIDE OF OPENING; EMBED 1" MIN.
310
C603
3' CRUSHER FINES PATH
3'-0"
4"
ROLLED TOP STEEL
EDGING MATERIAL
SEPARATOR FABRIC EXTEND 1' BEYOND
PATH IN EITHER DIRECTION; STAKE
EDGING THROUGH SEPARATOR FABRIC
NOTES:
1. CRUSHER FINES PATH TO BE TAN, BUFF "BREEZE" OR EQUAL.
2. SEPARATOR FABRIC TO BE MIRAFI 140N OR EQUAL.
3. ALL EDGING TO BE STEEL; ROLLED TOP, MEDIAN DUTY.
4. COMPACT ALL SOILS BENEATH PATH TO 90% SPD.
EXIST. STMH
EXIST. SSMH
EXISTING 1" WATER SERVICE TO BUILDING
COPPER SERVICE LINE AND CURB STOP
TAP ELEV: 4940.12
(SEE NOTE A)
ELEV AT VALVE BOX RIM: 4945.12
ADJUST TO FINISHED GRADE
EXIST. INV: 36.13
(SEE NOTE E)
:<(#
ELEV: 4935.69
GREASE
INTERCEPTOR
RIM: 45.96
INV IN: 42.36
INV OUT: 42.20
202
C601
RELOCATE EXISTING
CURB STOP TO NORTH
PRIMARY ELECTRIC SERVICE
TO TRANSFORMER
PROPOSED
FIBER OPTIC / TELECOM
(SEE NOTE G)
LOT 1
TIMBERLINE CENTER
THIRD FILING
PROPOSED EASEMENT
FF= 4946.80
%27720)227(5
15'
UTILITY
&
DRAINAGE
EASEMENT
PROPOSED RAIN
GARDEN
(SEE SHEET C402)
PROPOSED 10" PVC DRAIN
9 LF @ 1.22%
PROPOSED 10" PVC DRAIN
15 LF @ 1.2%
PROPOSED ELECTRIC
TRANSFORMER & PAD
6.5'x4.5'
10'
SECONDARY
ELEC. TO
BUILDING
HOLMES
(INV: 38.41)
DITESCO
(INV: 40.02)
INV: 38.7
INV: 41.5
DOMESTIC
(INV: 42.10)
KITCHEN
(INV: 42.58)
35 LF @ 10% 42 LF @ 6%
INV: 36.43
1" METER PIT
PROPOSED GAS
(SEE NOTE F)
6" FIRE LINE CONNECTION
SOLID SLEEVE RESTRAINED
EXISTING 6" FIRE LINE;
CONNECT ON TO AND
EXTEND INTO FIRE RISER
ROOM. COORDINATE WITH
PLUMBING.
PROVIDE CORE THRU
MASONRY WALL
(SEE SHEET C402)
TRASH ENCLOSURE
UTILITY, DRAINAGE, ACCESS EASEMENT
SLOPE &
DRAINAGE EASEMENT
(TO BE VACATED; SEE PLAT)
LID AREAS FOR ROOF DRAIN
(TYP 4)
PVC UNDERDRAIN
SOLID PIPE
MAINTAIN PVC 8' FROM BUILDING
DRAIN DRAIN
PRIMARY ELECTRIC SERVICE TO
TRANSFORMER IN BEAR MOUNTAIN DRIVE
NOTE: CONTRACTOR TO
COORDINATE WITH LANDSCAPE
PLAN AND DOWNSPOUT LOCATIONS
C501
10
OVERALL UTILITY PLAN
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
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R
City of Fort Collins, Colorado
Date
Date
Date
Date
Date
Date
City Engineer
Traffic Engineer
Parks & Recreation
Stormwater Utility
Water & Wastewater Utility
SHEET NO.
15-01-29
PROJECT NO.
SHEET INDEX
DESIGNED BY:
DRAWN BY:
APPROVED BY:
SCALE:
SHEET SUBSET:
LOT 1, TIMBERLINE CENTER,
THIRD FILING DATE:
NONE
March 24, 2016
K. Meyer
R. Bunner
K. Meyer
NOT FOR CONSTRUCTION
1"=20'
20' 0 20' 40' 60'
LEGEND:
UTILITY NOTES: NOTES:
44.75
4"
10" PIPE
THRU STEPS
LANDSCAPE STONE THROUGH
7'-0" WIDE SECTION OF BIOSWALE
1
4
1.7
1
C402
9
DETAILED GRADING PLAN
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what's
R
City of Fort Collins, Colorado
Date
Date
Date
Date
Date
Date
City Engineer
Traffic Engineer
Parks & Recreation
Stormwater Utility
Water & Wastewater Utility
SHEET NO.
15-01-29
PROJECT NO.
SHEET INDEX
DESIGNED BY:
DRAWN BY:
APPROVED BY:
SCALE:
SHEET SUBSET:
LOT 1, TIMBERLINE CENTER,
THIRD FILING DATE:
NONE
March 24, 2016
K. Meyer
R. Bunner
K. Meyer
NOT FOR CONSTRUCTION
AS NOTED
100
C402
BIO RETENTION RAIN GARDEN AREA
101
C402
STEPS ON WEST SIDE OF BUILDING
SECTION A-A'
102
C402
STEPS ON SOUTH SIDE OF BUILDING
SECTION B-B'
NOTES:
1. DRAIN PIPE TO BE PVC SCH 40 OR EQUAL.
2. PIPE TO EXTEND MIN, 5' EITHER SIDE OF STEPS TO MAINTAIN
GRADUAL SLOPE TO STAIR GRADE. SEE PLAN MAX. SLOPE 4:1.
3. REFERENCE LANDSCAPE PLAN FOR FURTHER DETAILS.
4. STEPS TO BE CAST MONOLITHIC AND BE REINFORCED WITH #4
REBAR @ 12" O.C., E.W. NOMINAL. NO STEP CONCRETE
THICKNESS SHALL BE LESS THAN 8"
5. COMPACT ALL SOIL UNDER STEPS AND SIDEWALK TO 95% SPD.
PROPOSED 2'
CONCRETE PAN
THRU ISLAND
1' CURB CUT
DESIGN BY OTHER
(FOR REFERENCE ONLY)
DESIGN BY OTHER
(FOR REFERENCE ONLY)
LOT 1
TIMBERLINE CENTER
THIRD FILING
TRASH ENCLOSURE
PROPOSED EASEMENT\
BUILDING ENVELOPE
315
C604
39.98'
INV: 40.4
4" PERFORATED PVC
LATERALS (TYP) AT
ALL DOWNSPOUTS
LOCATIONS.
COORDINATE WITH
LANDSCAPE PLAN
FOR LID ELEMENTS
AT EACH
DOWNSPOUT.
155 LF, 6" SOLID PVC @2%
CLEANOUT
INV: 43.5
C401
8
OVERALL GRADING PLAN
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what's
R
City of Fort Collins, Colorado
Date
Date
Date
Date
Date
Date
City Engineer
Traffic Engineer
Parks & Recreation
Stormwater Utility
Water & Wastewater Utility
SHEET NO.
15-01-29
PROJECT NO.
SHEET INDEX
DESIGNED BY:
DRAWN BY:
APPROVED BY:
SCALE:
SHEET SUBSET:
LOT 1, TIMBERLINE CENTER,
THIRD FILING DATE:
NONE
March 24, 2016
K. Meyer
R. Bunner
K. Meyer
NOT FOR CONSTRUCTION
1"=20'
20' 0 20' 40' 60'
LEGEND:
NOTES:
LID COMPLIANCE TABLE QTY UOM QTY UOM
New Impervious Area
Traditional Pavement Area 17,621 SF 0.405 AC
Other Impervious Surfaces (Roofs, Concrete Walks, Etc.) 17,376 SF 0.399 AC
Required Minimum Impervious Area to be Treated (75%) 26,248 SF 0.603 AC
Rain Garden LID Treatment
Rain Garden Area 480 SF 0.011 AC
Run-on area for Rain Garden 13,125 SF 0.301 AC
Impervious Area Treated by Rain Garden 13,125 SF 0.301 AC
Bio Swale LID Treatment
Bio Swale Area (6' Width) 600 SF 0.014 AC
Run-on area for Bio Swale 8,015 SF 0.184 AC
Impervious Area Treated by Rain Garden 8,015 SF 0.184 AC
Impervious Area Treated by LID Roof Catchment
East Roof Area 5,524 SF 0.127 AC
Total Impervious Area 34,997 SF 0.803 AC
Total Impervious Area Treated 26,664 SF 0.612 AC
Total Impervious Area Treated Percentage 76.20%
Parks & Recreation
Stormwater Utility
Water & Wastewater Utility
SHEET NO.
15-01-29
PROJECT NO.
SHEET INDEX
DESIGNED BY:
DRAWN BY:
APPROVED BY:
SCALE:
SHEET SUBSET:
LOT 1, TIMBERLINE CENTER,
THIRD FILING DATE:
NONE
March 24, 2016
K. Meyer
R. Bunner
K. Meyer
NOT FOR CONSTRUCTION
1"=20'
20' 0 20' 40' 60'
LEGEND:
SF
VTC
NOTES:
IP
GS
C604
C201
4
HORIZONTAL CONTROL AND
SIGNAGE PLAN
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what's
R
City of Fort Collins, Colorado
Date
Date
Date
Date
Date
Date
City Engineer
Traffic Engineer
Parks & Recreation
Stormwater Utility
Water & Wastewater Utility
SHEET NO.
15-01-29
PROJECT NO.
SHEET INDEX
DESIGNED BY:
DRAWN BY:
APPROVED BY:
SCALE:
SHEET SUBSET:
LOT 1, TIMBERLINE CENTER,
THIRD FILING DATE:
NONE
March 24, 2016
K. Meyer
R. Bunner
K. Meyer
NOT FOR CONSTRUCTION
1"=20'
20' 0 20' 40' 60'
NOTES:
LEGEND:
1
A
STRIPING LEGEND:
B
SLOPE & DRAINAGE
EASEMENT
FND #4 REBAR
FND #4 REBAR w/ RPC LS 33106,KSI
FND #4 REBAR w/ RPC LS 33106,KSI
w/ RPC LS 37987,NE
FL: 4934.54
61.2 LF 18" RCP @ 1.11%
EXIST. STMH
SIGN
173.1 LF 18" RCP @ 0.80%
BEGIN RIGHT TURN LANE SIGN
30" RCP
15'
UTILITY
&
DRAINAGE
EASEMENT
EXIST. STMH
45.52 LF 18" RCP @ 3.14%
CONCRETE INLET
STRUCTURE
FL: 4933.62
UTILITY, DRAINAGE, ACCESS
& EMERGENCY EASEMENT
EXIST. STMH
MANHOLE NOT FOUND
15" RCP
24" RCP
24" RCP
EXIST. STMH
FL: 4938.74
11.23 LF 24"
FND #4 REBAR
w/ RPC LS 34995,KSI
LOT 1
TIMBERLINE CENTER
THIRD FILING
FND NAIL & SHINER
LS 34995,KSI
EXIST. SSMH
DESIGN BY OTHER
(FOR REFERENCE ONLY)
EXISTING CURB & GUTTER
TO BE REMOVED
APPROXIMATELY 510 LF
EXISTING ASPHALT
TO BE REMOVED
EXISTING ELECTRIC
EXISTING CURB STOP
(TO BE RELOCATED)
SURVEY CONTROL POINTS
POINT #
1
407
1791
2754
2755
2756
DESCRIPTION
BM 4-07
BM
CP
CP TIMBER
CP LINE
CP CENTER
NORTHING
121209.6200
121209.5670
120987.1260
120987.1120
120988.1910
120721.8640
EASTING
205143.6630
205143.6580
204954.0330
204953.9810
204663.4280
204647.9550
ELEVATION
4942.82
4942.81
4944.42
4944.47
4947.76
4948.44
C101
3
EXISTING CONDITIONS
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what's
R
City of Fort Collins, Colorado
Date
Date
Date
Date
Date
Date
City Engineer
Traffic Engineer
Parks & Recreation
Stormwater Utility
Water & Wastewater Utility
SHEET NO.
15-01-29
PROJECT NO.
SHEET INDEX
DESIGNED BY:
DRAWN BY:
APPROVED BY:
SCALE:
SHEET SUBSET:
LOT 1, TIMBERLINE CENTER,
THIRD FILING DATE:
NONE
March 24, 2016
K. Meyer
R. Bunner
K. Meyer
NOT FOR CONSTRUCTION
1"=20'
20' 0 20' 40' 60'
LEGEND:
FIELD SURVEY BY:
GEOTECHNICAL EXPLORATION BY:
NOTES:
WV
Y
S
1315 Oakridge Drive, Suite 120
Fort Collins, Colorado 80525
(970) 988-8605
SHEET INDEX
INDEX NO. SHEET NO. DESCRIPTION
COVER AND GENERAL NOTES
1 C001 COVER SHEET
2 C002 GENERAL NOTES
OVERALL SHEETS
3 C101 EXISTING CONDITIONS
HORIZONTAL CONTROL AND SIGNAGE SHEETS
4 C201 HORIZONTAL CONTROL AND SIGNAGE PLAN
5 C202 HORIZONTAL CONTROL DATA
EROSION CONTROL SHEETS
6 C301 EROSION CONTROL PLAN
7 C302 EROSION CONTROL DETAILS
GRADING SHEETS
8 C401 OVERALL GRADING PLAN
9 C402 DETAILED GRADING PLAN
UTILITY SHEETS
10 C501 OVERALL UTILITY PLAN
DETAIL SHEETS
11 C601 UTILITY DETAILS
12 C602 UTILITY DETAILS
13 C603 ON-SITE DETAILS
14 C604 ON-SITE DETAILS