HomeMy WebLinkAbout626 S. WHITCOMB FOUR-PLEX - PDP/FDP - FDP140023 - REPORTS - RECOMMENDATION/REPORT W/ATTACHMENTS (10)SHEET NO. INDEX OF SHEETS
1 COVER SHEET
2 CONSTRUCTION NOTES
3 DEMOLITION & UTILITY PLANS
4 GRADING, DRAINAGE & EROSION CONTROL PLANS
5 DETAILS
2.) # 1-11; NGVD 29 Elevation = 5005.44 (NAVD 88 Elevation = 5008.62);
Southeast Corner of Mulberry Street and Loomis Avenue, at the Northeast Corner of a Concrete Traffic
Equation to get from NGVD 29 to NGVD 88= NAVD 29 + 3.175' (Average).
Signal Base.
1.) NGS F 3- In Fort Collins, At the intersection of Howe and Laurel Streets, 54.9 meters (180.1ft.) West of
the centerline of Howe Street, 10.1 meters (33.1 ft.) South of the centerline of Laurel Street, 2.1 meters
(6.9 ft) north of the North edge of a sidewalk, 2.0 meters (6.6 ft) East of the center of a 36-inch
elm tree, and 1.1 meters (3.6 ft.) South of the south curb of Laurel Street. note--the disk is
unstamped. The mark is above level with Laurel Street.
BENCHMARK:
ELEVATIONS SHOWN ON ATTACHED GRADING PLAN AND DRAINAGE CONTROL PLAN ARE BASED
ON CITY OF FORT COLLINS VERTICAL DATUM AND ARE REFERENCED THE CITY OF FORT COLLINS.
17 APRIL 2015
626 SOUTH WHITCOMB STREET
PROJECT NUMBER
LARIMER, STATE OF COLORADO
LOT 23, BLOCK 76, CITY OF FORT COLLINS, COUNTY OF
626 SOUTH WHITCOMB
UTILITY PLANS FOR
TWO ADDITIONAL UNITS ADDED TO EXISTING DUPLEX
SHEET 1 OF 5
DATE: MARCH 5, 2015
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
APPROVED:
City Engineer
Water and Wastewater Utility
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
CHECKED BY:
Date
CHECKED BY:
Date
CHECKED BY:
Date
CHECKED BY:
Date
CHECKED BY:
Date
2
OF
5
DA
KGL
CONSTRUCTION NOTES
SHEET
JOB
DRAWN
DATE
CHECKED
REVISIONS
DRAWING
422 EAST OAK FT COLLINS, COLORADO 80524
(970) 484-0306
ARCHITECTURAL ENGINEERS, LLC
ANDERSON ASSOCIATES
AA
14-104
Proposed Duplex Addition
to Existing @ 626 S. Whitcomb Street
Fort Collins, Colorado 80524
Rodney & Jamie Rice- Owners
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
APPROVED:
City Engineer
Date
CHECKED BY:
Water & Wastewater Utility
Date
CHECKED BY:
Stormwater Utility
Date
CALL UTILITY NOTIFICATION
CENTER OF COLORADO
ÄÄÄ
CALL 2- BUSINESS DAYS IN ADVANCE
BEFORE YOU DIG, GRADE OR EXCAVATE
FOR THE MARKING OF UNDERGROUND
MEMBER UTILITIES.
Dennis R. Messner, P.E.
Consulting Civil Engineer
1355 N. Cleveland Ave, Ste. #1
Loveland, CO. 80527
Telephone: (970) 461-3501
Mobile: (970) 402-4360
E-mail: dennis@messnereng.com
17 APRIL 2015
SCALE: 1" = 10'-0"
NORTH
1
1 UTILITY PLAN
PROPOSED DUPLEX ADDITION
PHONE
PEDESTAL
EXISTING
ELEC.
NEW
NEW
ELECTRICAL
TRANSFORMER
WATER 3/4" WATER SERVICE
ABANDONE EXISTING
NEW 1 1/4" NEW 1"
NEW 3/4"
EXISTING
NEW 1 1/4"
APPROXIMATE LOCATION OF (EX.) SANITARY
SEWER SERVICE (NOT FIELD VERIFIED) TO REMAIN
& NEW SEWER CONNECTED. CONTRACTOR TO
VERIFY LOCATION OF (EX.) SEWER PIPE TO
CONNECTING NEW SEWER TO EXISTING.
EXISTING 8" SEWER MAIN
MANHOLE LOCATION-
50' NORTH OF NORTH
PROPERTY LINE
MANHOLE LOCATION-
50' SOUTH OF SOUTH
PROPERTY LINE
IN ALLEY
NOTE: SEE VICINITY MAP FOR FIRE
HYDRANT LOCATIONS w/ VALVES
DIRECTION OF FLOW
UPPER & LOWER
UNITS TO BE
SERVED w/
SEPARATE
UPPER UNIT
SERVICE FOR
UPPER & LOWER
UNITS w/SEPARATE
ELEC. METERS
NEW SERVICE FOR
ELEC. METERS
(NOTE: NEW
LOWER UNIT)
FINISH FLOOR = 5009.00 = 100'-0"
EXISTING ONE STORY DUPLEX
WITH BASEMENT
FINISH FLOOR = 5008.58
FIN FLR=5006.05=97'-0 5/8"
BIKE STORAGE
EXISTING CONCRETE PAN
PROPOSED 4'-6" WIDE CONCRETE WALK
5' MIN.
EXISTING UTILITIES (LIGHT DASHED LINES)
NEW UTILITY INSTALLATION ( HEAVY SOLID LINES)
LEGEND
SCALE: 1" = 10'-0"
NORTH
PORCH
PROPOSED DUPLEX ADDITION
EXISTING LAWN
EXISTING LAWN
GRADING PLAN
2
2
5005(E)
FINISH FLOOR = 5009.00 = 100'-0"
EXISTING ONE STORY DUPLEX
WITH BASEMENT
FINISH FLOOR = 5008.58
97'-05/8"
EXISTING CONCRETE PAN
PROPOSED 4'-6" WIDE CONCRETE WALK
5005(P)
5005(P)
5004(P)
5004(P)
5005(P)
5005(P)
PROPOSED PERMEABLE PAVEMENT
PAVEMENT
PROPOSED CURB HIGH
(EX.) CONCRETE DRIVE TO REMAIN
(EX.) CONCRETE WALK TO REMAIN
(EX.) CONCRETE
PROPOSED CONCRETE PAVER
ASPHALT
FINES
CRUSHER
PATIO
FINES
CRUSHER
PATIO
& WALK
PROPOSED BIKE STORAGE
FIN FLR=5006.05=
CONCRETE PAVER
RETAINER
(EX.) CONCRETE
PAVEMENT DISCHARGE LINE
PROPOSED 6" PVC PERMEABLE
RETAINER-FLUSH WITH PAVEMENT
6" PVC
PIPE
RISER
w/ 6" PVC TO EXTEND THROUGH
8" WIDE CONC. RETAINING WALL
RETAINING WALL
TOP OF WALL= ELEV. 04.50
F L OF 6" PVC= ELEV. 03.65
10'-0"
PROPOSED
WALK TO REMAIN
EXISTING DRAINAGE PATTERN TO BE RETAINED
04.95 INV. 6"
CLEAN-OUT
5
OF
5
DA
KGL
DETAILS
SHEET
JOB
DRAWN
DATE
CHECKED
REVISIONS
DRAWING
422 EAST OAK FT COLLINS, COLORADO 80524
(970) 484-0306
ARCHITECTURAL ENGINEERS, LLC
ANDERSON ASSOCIATES
AA
14-104
Proposed Duplex Addition
to Existing @ 626 S. Whitcomb Street
Fort Collins, Colorado 80524
Rodney & Jamie Rice- Owners
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
APPROVED:
City Engineer
Date
CHECKED BY:
Water & Wastewater Utility
Date
CHECKED BY:
Stormwater Utility
Date
CALL UTILITY NOTIFICATION
CENTER OF COLORADO
ÄÄÄ
CALL 2- BUSINESS DAYS IN ADVANCE
BEFORE YOU DIG, GRADE OR EXCAVATE
FOR THE MARKING OF UNDERGROUND
MEMBER UTILITIES.
17 APRIL 2015
Dennis R. Messner, P.E.
Consulting Civil Engineer
1355 N. Cleveland Ave, Ste. #1
Loveland, CO. 80527
Telephone: (970) 461-3501
Mobile: (970) 402-4360
E-mail: dennis@messnereng.com
CONCRETE WASHOUT AREA SHALL BE INSTALLED PRIOR TO ANY CONCRETE PLACEMENT ON SITE.
VEHICLE TRACKING CONTROL (DETAIL SW-14) IS REQUIRED IF ACCESS TO CONCRETE WASHOUT AREA IS OFF PAVEMENT.
SIGNS SHALL BE PLACED AT THE CONSTRUCTION ENTRANCE, AT THE WASHOUT AREA, AND ELSEWHERE AS NECESSARY
TO CLEARLY INDICATE THE LOCATION OF THE CONCRETE WASHOUT AREA TO OPERATORS OF CONCRETE TRUCKS AND
PUMP RIGS.
THE CONCRETE WASHOUT AREA SHALL BE REPAIRED AND ENLARGED OR CLEANED OUT AS NECESSARY TO MAINTAIN
CAPACITY FOR WASTED CONCRETE.
AT THE END OF CONSTRUCTION, ALL CONCRETE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF AT AN
ACCEPTED WASTE SITE.
WHEN THE CONCRETE WASHOUT AREA IS REMOVED, THE DISTURBED AREA SHALL BE SEEDED AND MULCHED OR
OTHERWISE STABILIZED IN A MANNER ACCEPTED BY THE CITY.
NOTES:
1.
2.
3.
4.
5.
6.
3H:1V OR FLATTER
SIDE SLOPES
12" MIN
8'x 8' MIN
OR AS REQUIRED TO
CONTAIN WASTE CONCRETE
12"
2'-0" MIN.
COMPACTED EMBANKMENT
MATERIAL, TYP.
BERM AROUND PERIMETER
GROUND SURFACE
SIGN TO INDICATE THE
LOCATION OF THE
CONCRETE WASHOUT AREA
FLOW
3'-4'
ADJACENT ROLLS SHALL
TIGHTLY ABUT
W1 NOTES:
INSTALLATION:
WHEN INSTALLING RUNNING LENGTHS OF WATTLES, BUTT THE SECOND
WATTLE TIGHTLY AGAINST THE FIRST, DO NOT OVERLAP THE ENDS.
STAKE THE WATTLES AT EACH END AND FOUR FOOT ON CENTER.
FOR EXAMPLE:
A 25 FOOT WATTLE USES 6 STAKES
A 20 FOOT WATTLE USES 5 STAKES
A 12 FOOT WATTLE USES 4 STAKES
STAKES SHOULD BE DRIVEN THROUGH THE MIDDLE OF THE WATTLE.
LEAVING 2 - 3 INCHES OF THE STAKE PROTRUDING ABOVE THE
WATTLE. A HEAVY SEDIMENT LOAD WILL TEND TO PICK THE WATTLE
UP AND COULD PULL IT OFF THE STAKES IF THEY ARE DRIVEN DOWN
TOO LOW. IT MAY BE NECESSARY TO MAKE A HOLE IN THE WATTLE
WITH A PICK END OF YOUR MADDOX IN ORDER TO GET THE STAKE
THROUGH THE STRAW. WHEN STRAW WATTLES ARE USED FOR FLAT
GROUND APPLICATIONS, DRIVE THE STAKES STRAIGHT DOWN; WHEN
INSTALLING WATTLES ON SLOPES, DRIVE THE STAKES
PERPENDICULAR TO THE SLOPE.
DRIVE THE FIRST END STAKE OF THE SECOND WATTLE AT AN ANGLE
TOWARD THE FIRST WATTLE IN ORDER TO HELP ABUT THEM TIGHTLY
TOGETHER. IF YOU HAVE DIFFICULTY DRIVING THE STAKE INTO
EXTREMELY HARD OR ROCKY SLOPES, A PILOT BAR MAY BE
NEEDED TO BEGIN THE STAKE HOLE.
1"x 1" WOOD STAKES
18"-24"
BAILING WIRE OR
NYLON ROPE
WATTLE "A" WATTLE "B"
1'
2'
TYP. 1' 1'
W2 NOTES:
INSTALLATION:
STAKES SHOULD BE DRIVEN ACROSS FROM EACH
OTHER AND ON EACH SIDE OF THE WATTLE. LEAVING
4"-6" OF STAKE PROTRUDING ABOVE THE WATTLE.
BAILING WIRE OR NYLON ROPE SHOULD BE TIED TO
THE STAKES ACROSS THE WATTLE. STAKES SHOULD
THEN BE DRIVEN UNTIL THE BAILING WIRE OR NYLON
ROPE IS SUFFICIENTLY SNUG TO THE WATTLE.
WHEN INSTALLING RUNNING LENGTHS OF WATTLES, TO
PREVENT SHIFTING, BUTT THE SECOND WATTLE
TIGHTLY AGAINST THE FIRST. DO NOT OVERLAP THE
ENDS. STAKES SHOULD BE DRIVEN 1 FT. FROM END,
ACROSS FROM AND ON EACH SIDE OF WATTLE
LEAVING 4"-6" OF STAKE PROTRUDING ABOVE THE
WATTLE. BAILING WIRE OR NYLON ROPE SHOULD BE
TIED TO STAKES IN AN HOUR GLASS FORMATION
(FRONT TO BACK OF WATTLE "A", ACROSS TO FRONT
OF WATTLE "B", ACROSS TO BACK AND BACK TO
FRONT OF WATTLE "A"). STAKES SHOULD THEN BE
DRIVEN IN UNTIL BAILING WIRE OR NYLON ROPE IS
SUFFICIENTLY SNUG TO THE WATTLE.
SEDIMENT
DEPOSITION
ZONE
STORM WATER LINE
WEIGHTED WATTLE
LIP OF GUTTER
SIDEWALK EXISTING OR
PROPOSED INLET
TOP BACK CURB
FLOW LINE
SEDIMENT
DEPOSITION
ZONE
STORM WATER LINE
LIP OF GUTTER
WEIGHTED WATTLE
AT 45 DEG. TO CURB
SIDEWALK
TOP BACK CURB
FLOW LINE
SIDEWALK
TOP BACK CURB
FLOW LINE
W4 NOTES:
1. NUMBER OF WATTLES AND SPACING SHOULD BE DETERMINED BY THE SLOPE AND SITE CONDITIONS.
2. TUBULAR MARKERS SHALL MEET THE REQUIREMENTS OF MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD)
3. CITY RECOMMENDS INSTALLING AT LEAST 3 CHECKDAMS WHEN USING THIS SETUP.
LIP OF GUTTER
WEIGHTED WATTLE
W1 & W2 INSTALLATION NOTES:
1. THE LOCATION AND LENGTH OF WATTLE IS DEPENDENT ON THE CONDITIONS OF EACH SITE.
2. WATTLES SHALL BE INSTALLED PRIOR TO ANY LAND-DISTURBING ACTIVITIES.
3. WATTLES SHALL CONSIST OF STRAW, COMPOST, EXCELSIOR, OR COCONUT FIBER.
4. NOT FOR USE IN CONCENTRATED FLOW AREAS.
5. THE WATTLES SHALL BE TRENCHED INTO THE GROUND A MINIMUM OF TWO (2) INCHES.
6. WATTLES SHALL BE INSTALLED PER MANUFACTURERS SPECIFICATIONS.
7. ON SLOPES, WATTLES SHOULD BE INSTALLED ON CONTOUR WITH A SLIGHT DOWNWARD ANGLE AT THE END OF THE ROW IN ORDER TO
PREVENT PONDING AT THE MID SECTION.
8. RUNNING LENGTHS OF WATTLES SHOULD BE ABUTTED FIRMLY TO ENSURE NO LEAKAGE AT THE ABUTMENTS.
9. SPACING - DOWNSLOPE:
VERTICAL SPACING FOR SLOPE INSTALLATIONS SHOULD BE DETERMINED BY SITE CONDITIONS. SLOPE GRADIENT AND SOIL TYPE ARE
THE MAIN FACTORS. A GOOD RULE OF THUMB IS:
1:1 SLOPES = 10 FEET APART
2:1 SLOPES = 20 FEET APART
3:1 SLOPES = 30 FEET APART
4:1 SLOPES = 40 FEET APART, ETC.
HOWEVER, ADJUSTMENTS MAY HAVE TO BE MADE FOR THE SOIL TYPE: FOR SOFT, LOAMY SOILS - ADJUST THE ROWS CLOSER
TOGETHER; FOR HARD, ROCKY SOILS - ADJUST THE ROWS FURTHER APART. A SECONDARY WATTLE PLACED BEHIND THE ABUTMENT OF TWO
WATTLES IS ENCOURAGED ON STEEP SLOPES OR WHERE JOINTS HAVE FAILED IN THE PAST.
10. STAKING: THE CITY RECOMMENDS USING WOOD STAKES TO SECURE THE WATTLES. 1/2" TO 5/8" REBAR IS ALSO ACCEPTABLE. BE
SURE TO USE A STAKE THAT IS LONG ENOUGH TO PROTRUDE SEVERAL INCHES ABOVE THE WATTLE: 18" IS A GOOD LENGTH FOR HARD,
ROCKY SOIL. FOR SOFT LOAMY SOIL USE A 24" STAKE.
4"-6" ABOVE WATTLE AFTER BAILING WIRE
OR NYLON ROPE IS ATTACHED. STAKES
NEED TO BE TAMPED UNTIL WIRE/ROPE IS
SNUG WITH WATTLE.
W3 NOTE:
IF THE AREA BEHIND THE INLET IS NOT
STABILIZED, A BMP SHOULD BE USED TO
PREVENT SEDIMENT FROM ENTERING THE INLET
1"x 1" WOOD STAKES
18"-24"
THE CONTRACTOR SHALL INSPECT WATTLES EVERY TWO WEEKS AND AFTER ANY SIGNIFICANT STORM EVENT AND MAKE REPAIRS OR REMOVE
SEDIMENT ACCUMULATED BEHIND WATTLE AS NECESSARY.
SEDIMENT ACCUMULATED BEHIND WATTLE SHALL BE REMOVED WHEN THE SEDIMENT HAS ACCUMULATED TO ONE HALF THE DIAMETER OF THE WATTLE.
WATTLES SHALL REMAIN IN PLACE UNTIL THE UPSTREAM DISTURBED AREA IS STABILIZED AND IS ACCEPTED BY THE CITY.
WATTLE MAINTENANCE NOTES:
1.
2.
3.
ENDS SHALL ABUT TIGHTLY
TO BACK OF CURB
END SHALL ABUT TIGHTLY
TO BACK OF CURB
ENDS OF ADJACENT WATTLES
SHALL BE TIGHTLY ABUTTED
TO PREVENT SEDIMENT BYPASS
4' MAX.
SEDIMENT
DEPOSITION ZONE
W2 NOTE:
ONLY WATTLES MADE WITH COCONUT
FIBERS SHALL BE USED WHEN
INSTALLATION COMES IN CONTACT
WITH A WATER BODY.
SIDEWALK CULVERT/CHASE/PAN
W3, W4 & W5 NOTES:
1. WHEN USING STRAW WATTLE, THE STRAW WATTLE MUST HAVE A
WEIGHTED CORE.
2. ALL PRODUCTS SHALL BE INSTALLED PER THE MANUFACTURER'S
SPECIFICATIONS.
3. OTHER PRODUCTS MAY BE USED IN PLACE OF WEIGHTED WATTLES
UPON WRITTEN APPROVAL FROM THE CITY. NOTE: A COPY OF DETAILS
AND SPECIFICATIONS WILL NEED TO BE INCORPORATED INTO THE SWMP.
END SHALL
TIGHTLY ABUT TO
BACK OF CURB
SEDIMENT
DEPOSITION ZONE
TUBULAR
MARKER
EXISTING OR
PROPOSED INLET
END SHALL
TIGHTLY ABUT TO
BACK OF CURB
$#44+'45'%6+10
065
CONCRETE PERIMETER BARRIER
SEPARATOR FABRIC
US-250 WOVEN GEOTEXTILE
%10%4'6'2'4+/'6'4
12" min.
6"
%74$5'%6+10
065
CONCRETE PERIMETER CURB
SEPARATOR FABRIC
US-250 WOVEN GEOTEXTILE
%10%4'6'2'4+/'6'4
18" min.
6"
6"
Undisturbed Soil
Swale
Topsoil
Separator Fabric
US-250
Woven Geotextile
The Above Detail Has Been Modified to Reflect the Specific Requirements
For The Duplex Addition At 626 Whitcomb St., Fort Collins, Colorado 80524
2'4/'#$.'2#8'/'065'%6+10
065
2" Bedding Layer of
Crushed #8 Rock
Minimum 4" Layer
of #57 Base
Minimum 20"
Layer of #2
Rock Sub-Base
Interlocking
Concrete
Edge Restraint Pavers
1
8"
Hand-Tight
Joints
6" dia. Perforated
PVC Pipe Sub-drain
6" R.D.
65'+/- OF 6" PVC @ SLOPE= 0.50%
04.60 INV 6"
EXTEND 6" PVC THROUGH
CURB & INSTALL SLOTTED
CAP ON PIPE.
PROPOSED 6" PVC, min 6" COVER,
CONNECT ROOF DOWNSPOUTS
6" R.D.
SCALE: 1" = 10'-0"
NORTH
PROPOSED DUPLEX ADDITION
DRAINAGE & EROSION CONTROL PLAN
2
1
5005(E)
FINISH FLOOR = 5009.00 = 100'-0"
EXISTING ONE STORY DUPLEX
WITH BASEMENT
FINISH FLOOR = 5008.58
97'-05/8"
EXISTING CONCRETE PAN
PROPOSED 4'-6" WIDE CONCRETE WALK
5005(P)
5005(P)
5004(P)
5004(P)
5005(P)
5005(P)
PROPOSED PERMEABLE PAVEMENT
PAVEMENT
SCL
SCL
WATTLE APPLICATION
WATTLE APPLICATION
CONCRETE WASHOUT AREA
CWA
SCL
SCL
ASPHALT
FINES
CRUSHER
PATIO
FINES
CRUSHER
PATIO
& WALK
PROPOSED BIKE STORAGE
FIN FLR=5006.05=
PROPOSED
6" INV. ELEV. 01.68
CAP FOR
ACCESS
6" PVC PIPE
w/ PVC FITTINGS
TOP OF RETAINING WALL
ELEV. = 04.50
6" INV. ELEV.= 03.65
EXIST. ALLEY
BOTTOM ELEV.
8"
7.8" 10.2"
PAVEMENT
CROSS SECTION A-A
PROPERTY LINE
4'-6" CONCRETE SIDEWALK
@ 1/4" PER FT.
BERM
N.T.S.
RETAINING WALL SECTION
N.T.S.
2- #4 REBAR
LATERAL @
TOP & BOTTOM
6" DIA. PVC PIPE RISER
N.T.S.
8"
18"
4"
1'-3"
EARTHEN
4
OF
5
DA
KGL
GRADING, DRAINAGE
& EROSION CONTROL
SHEET
JOB
DRAWN
DATE
CHECKED
REVISIONS
DRAWING
422 EAST OAK FT COLLINS, COLORADO 80524
(970) 484-0306
ARCHITECTURAL ENGINEERS, LLC
ANDERSON ASSOCIATES
AA Proposed Duplex Addition
to Existing @ 626 S. Whitcomb Street
Fort Collins, Colorado 80524
Rodney & Jamie Rice- Owners
Dennis R. Messner, P.E.
Consulting Civil Engineer
1355 N. Cleveland Ave, Ste. #1
Loveland, CO. 80527
Telephone: (970) 461-3501
Mobile: (970) 402-4360
E-mail: dennis@messnereng.com
PLANS
17 APRIL 2015
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
APPROVED:
City Engineer Date
CHECKED BY:
Water & Wastewater Utility Date
CHECKED BY:
Stormwater Utility Date
CALL UTILITY NOTIFICATION
CENTER OF COLORADO
ÄÄÄ
CALL 2- BUSINESS DAYS IN ADVANCE
BEFORE YOU DIG, GRADE OR EXCAVATE
FOR THE MARKING OF UNDERGROUND
MEMBER UTILITIES.
B
A
0.119
2
1
0.074
3
0.024
14-104
NEW ELECTRIC & TELEPHONE TO BE
IN COMMON TRENCH, 3'0" FROM
ADJACENT PROPERTY LINE.
LINES TO BE
(EX.) UTILITY
VACATED
LINES TO BE
(EX.) UTILITY
VACATED
EXISTING
NEW (2" EMPTY
CONDUIT FOR COMCAST)
FOR COMCAST, A NEW 2" PVC PROVIDED FROM
THE ALLEY TO THE EAST SIDE OF ADDITION. AT
EAST SIDE OF ADDITION A 12" X 18" (8" DEEP) BOX
SUPPLIED BY COMCAST TO BE MOUNTED 3'0"
ABOVE GRADE, ACCEPTING THE 2" CONDUIT.
COORDINATE WITH DON KAPPERMAN- COMCAST-
(970) 567-0245.
50 L.F. OF NEW 2" PVC FOR
UNDERGROUNDING FUTURE UTILITY
LINE ALONG ALLEY FRONTAGE.
(ALL UTILITIES ARE UNDERGROUND)
PROPOSED
PANEL
METER
PROPOSED WATER SERVICE LINE TO BE
BORED UNDER EXISTING CONCRETE DRIVEWAY.
EXISTING CONCRETE DRIVEWAY TO BE RETAINED.
X X X X X X X X X X X X
SCALE: 1" = 10'-0"
NORTH
DEMOLITION PLAN
1
2
REMOVE FENCE
51" COTTONWOOD
REMOVED
7" ELM
REMOVED
REMOVE MULTI-STEM
ASH
58" COTTONWOOD
REMAINS
43" COTTONWOOD
REMAINS
X X
REMOVE FENCE
REMOVE
CONCRETE
APRON
REMOVE 15" DIA.
APPLE TREES
REMOVE CONCRETE
REMOVE MULTI-STEM
COTTONWOOD
EXISTING ONE STORY DUPLEX
WITH BASEMENT
FINISH FLOOR = 5008.58
EXISTING CONCRETE PAN
REMOVE GARAGE &
ASSOCIATED CONCRETE
RETAIN EXISTING
GRAVELED PARKING AREA
3
OF
5
DA
KGL
DEMOLITION &
UTILITY PLANS
SHEET
JOB
DRAWN
DATE
CHECKED
REVISIONS
DRAWING
422 EAST OAK FT COLLINS, COLORADO 80524
(970) 484-0306
ARCHITECTURAL ENGINEERS, LLC
ANDERSON ASSOCIATES
AA
14-104
Proposed Duplex Addition
to Existing @ 626 S. Whitcomb Street
Fort Collins, Colorado 80524
Rodney & Jamie Rice- Owners
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
APPROVED:
City Engineer Date
CHECKED BY:
Water & Wastewater Utility Date
CHECKED BY:
Stormwater Utility Date
CALL UTILITY NOTIFICATION
CENTER OF COLORADO
ÄÄÄ
CALL 2- BUSINESS DAYS IN ADVANCE
BEFORE YOU DIG, GRADE OR EXCAVATE
FOR THE MARKING OF UNDERGROUND
MEMBER UTILITIES.
Dennis R. Messner, P.E.
Consulting Civil Engineer
1355 N. Cleveland Ave, Ste. #1
Loveland, CO. 80527
Telephone: (970) 461-3501
Mobile: (970) 402-4360
E-mail: dennis@messnereng.com
17 APRIL 2015