HomeMy WebLinkAbout429 S. WHITCOMB STREET CARRIAGE HOUSE - PDP - PDP130006 - REPORTS - SITE PLANA PERMIT MUST BE OBTAINED FROM THE CITY FORESTER BEFORE
ANY TREES OR SHRUBS AS NOTED ON THIS PLAN ARE PLANTED,
PRUNED OR REMOVED ON THE PUBLIC RIGHT OF WAY. THIS
IZONES BETWEEN THE SIDEWALK AND CURB, MEDIANS,
AND OTHERNCLUDES
CITY PROPERTY. THIS PERMIT SHALL APPROVE THE
LOCATION AND SPECIES TO BE PLANTED. FAILURE TO OBTAIN THIS
PERMIT MAY RESULT IN REPLACING OR RELOCATING TREES AND A
HOLD ON CERTIFICATE OF OCCUPANCY.
1
TREE PROTECTION STANDARDS
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(V WITHIN THE DRIP LINE OF ANY PROTECTED EXISTING TREE,
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THERE SHALL BE NO CUT OR FILL OVER A FOUR INCH DEPTH
UNLESS A QUALIFIED ARBORIST OR FORESTER HAS
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EVALUATED AND APPROVED THE DISTURBANCE.
(2) ALL PROTECTED EXISTING TREES SHALL BE PRUNED TO THE
CITY OF FORT COLLINS FORESTRY STANDARDS.
(3) PRIOR TO AND DURING CONSTRUCTION, BARRIERS SHALL BE
ERECTED AROUND ALL PROTECTED EXISTING TREES WITH
SUCH BARRIERS TO BE OF ORANGE FENCING A MINIMUM OF
FOUR (4) FEET IN HEIGHT, SECURED WITH METAL T POSTS, NO
CLOSER THAN SIX (6) FEET FROM THE TRUNK OR ONE HALF
(1/2) OF THE DRIP LINE, WHICHEVER IS GREATER. THERE SHALL
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BE NO STORAGE OR MOVEMENT OF EQUIPMENT, MATERIAL,
DEBRIS OR FILL WITHIN THE FENCED TREE PROTECTION ZONE.
DURING THE CONSTRUCTION STAGE OF DEVELOPMENT, THE
APPLICANT SHALL PREVENT THE CLEANING OF EQUIPMENT
OR MATERIAL OR THE STORAGE AND DISPOSAL OF WASTE
MATERIAL SUCH AS PAINTS, OILS, SOLVENTS, ASPHALT,
CONCRETE, MOTOR OIL OR ANY OTHER MATERIAL HARMFUL TO
THE LIFE OF A TREE WITHIN THE DRIP LINE OF ANY
PROTECTED TREE OR GROUP OF TREES.
(5) NO DAMAGING ATTACHMENT, WIRES, SIGNS OR PERMITS MAY
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BE FASTENED TO ANY PROTECTED TREE.
6) LARGE PROPERTY AREAS CONTAINING PROTECTED TREES
AND SEPARATED FROM CONSTRUCTION OR LAND CLEARING
AREAS, ROAD RIGHTS OF WAY AND UTILITY EASEMENTS MAY
BE "RIBBONED OFF," RATHER THAN ERECTING PROTECTIVE
-
FENCING AROUND EACH TREE AS REQUIRED IN SUBSECTION
(G)(3). THIS MAY BE AGCOIPLIS14ED BY PLACING METAL T
POST STAKES A MAXIMUM OF FIFTY (50) FEET APART AND
TYING RIBBON OR ROPE FROM STAKE TO STAKE ALONG THE
OUTSIDE PERIMETERS OF SUCH AREAS BEING CLEARED.
(1) THE INSTALLATION OF UTILITIES, IRRIGATION LINES OR ANY
UNDERGROUND FIXTURE REQUIRING EXCAVATION DEEPER
THAN SIX (6) INCHES SHALL BE ACCOMPLISHED BY BORING
UNDER THE ROOT SYSTEI OF PROTECTED EXISTING TREES AT
A MINIMUM DEPTH OF TWENTY FOUR (24) INCHES. THE AUGER
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DISTANCE IS ESTABLISHED FROM THE FACE OF THE TREE
(OUTER BARK) AND IS SCALED FROM TREE DIAMETER AT
1 BREAST HEIGHT AS DESCRIBED IN THE CHART AT (LUG 32.I6).
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kGO YEAR NIGH RISK
FLOOD FRINGE BOUh
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100 TEAR MIODERATE RISK
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11,186 S.E.
0251 ACRES
G MOUSE I UTIL. - ELEG
UTIL. - TELE
5'-0' ° .
x SAN. SEWER d:.° v L I (2) PARK(46
LINE 26'-0" d . d SPACES
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PORT/ON OF LOT /6 _ .. — _ a...— . Q
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x d PROPOSED NEW FENCE v zq
-x -x -x � -x -x -x -x -x -x
CITY RIGHT-OF-WAY S 8g°33'21JE olg0 ' M) ° °
°
\ ° CURB STOP / .4.
°
° °"4k c Y TBR PIT EXISTING SIDEWALK ° D(IS'TING. CURB CUl d
-;� LANDSCAPE AREA
EXISTING TREES TO
REMAIN - (TYPICAL) °
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s Sq°5q'5l" W IgOD6'(ry /gO'YR)
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a' 21'-0" 1'-0"
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GARAGE do
Dip ADDITION I o
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GARAGE
(U PARKING
SPACE /•
PROPOSED
CARRIAGE
PROPERTY COVERAGE
l5W
EAR
(BOTH LEVELS)
50% OF LOT SIZE = %5q3 S.F.
LOT SIZE
11, 186 SF.
100%
1/3 OF 5M3 S.F. = 1064 S.F.
EXISTING HOUSE
IM I S.F.
12.1%
PORTION OF GARAGE
ADDITION
2,3g5 S.F.
21.4%
IN REAR 50% LOT 105 S.F.
CARRIAGE HOUSE
q58 SF.
8.6%
CARRIAGE HOUSE CBS S.F.
TOT. BLDG.
42.1%
4,7II0 S.F.
TOTAL REAR BLDG. 1,663 S.F.
TOTAL PARKING SPACES = 6
- — - 50% LOT BOUNDARY
AFF
ABOVE FINISHED FLOOR
GAL
GALLONS)
OS
OUTSIDE
ARCH
ARCHITECT(URAU
GALV
GALVANIZED
PH
PHASE
BD
BOARD
GC
GENERAL CONTRACTOR
PSF POUNDS PER SQUARE FOOT
EI
BUILDING
GFI
GROUND FAULT INTERRUPT
PSI POUNDS PER SQUARE INCH
BOT, BTM
BOTTOM
GYP BD
GYPSUM BOARD
R
RADIUS, RISER
CAB
CABINET
H
HEIGHTS, HIGH
RAD
RADIUS
CCT
CIRCUIT
HC
HOLLOW CORE
RE:,REF:
REFER OR REFERENCE
CLG
CEILING
HM
HOLLOW METAL
REG
RECEPTACLE
CLR
CLEARANCE)
HORIZ
HORIZONTAL
REQV
REQUIRED
CMU
CONCRETE MASONRY UNIT
HT
HEIGHT
REV
REVISION(S), REVISE
COL
COLUMN
WTR
HEATER
RM
ROOM
CONIC
CONCRETE
WVAC
HEATING, VENTILATING,
RO
ROUGH OPENING
CONST
CONSTRUCTION
AIR CONDITIONING
R48
ROD 4 SHELF
CONT
CONTINUOUS, CONTINUE
WH
HOT WATER
SC
SCALE, SOLID GORE,
CONT'R
CONTRACTOR
ID
INSIDE DIAMETER
SD
SMOKE DETECTOR
D
DEMO
DEEP, DEPTH
DEMOLISH, DEMOLITION
INCL
INCLUDE
SECT
SECTION
INSUL
INSULATED, INSULATION
SIM
SIMILAR
DIA
DIM
DIAMETER
DIMENSION
INTER
INTERIOR
SPEC
SPECIFICATIONS
DR
DOOR
L
LENGTH
SO
SQUARE
LAM
LAMINATED
SR
SUPPLY RISER
DTL
DETAIL
LAV
LAVATORY
SS
STAINLESS STEEL,
EA
EACH
LB
POUND
SANITARY SEWER
EC
ELECTRIC CONTRACTOR
LF
LINEAR FEET
STD
STANDARD
EF
EXHAUST FAN
LT
LIGHT
STOR
STORAGE
ELEC
ELECTRIC(AL)
LTG
LIGHTING
SW
SWITCH
EMERG
EMERGENCY
MAIL
MATERIALIS)
SYS
SYSTEM
EQ
EQUAL
MAX
MAXIMUM
TELE
TELEPHONE
EQUIP
EQUIPMENT
MC
MECHANICAL CONTRACTOR
T4G
TONGUE 4 GROOVE
EXIST
EXISTING
MECI-I
MECHANIC(AU
TOW
TOP OF WALL
EXT
EXTERIOR
MTL
METAL
T'STAT
THERMOSTAT
FD
FLOOR DRAIN
MFGR
MANUFACTURE(R)
TYP
TYPICAL
FF
FINISHED FLOOR
MO
MASONRY OPENING
VERT, V
VERTICAL
FIN
FINISWED)
MTD
MOUNTED
WTR
VENT THRU ROOF
FIXT
FIXTURE
MTG
MOUNTING
WATT, WIDTH, WIRE
FLR
FLOORING)
NO
NUMBER, NORMALLY OPEN
I D
WOOD
FLUOR
FLUORESCENT
NTS
NOT TO SCALE
We
WATER CLOSET
FP
FIREPROOFING OR
OG
ON CENTER
WH
W/
WATER HEATER
WITH
FIRE PROTECTION
OD
OUTSIDE DIAMETER
W/O
WITHOUT
IT
FOOT, FEET
OPG
OPENING
HP
WATERPROOF
GA
GAUGE
OPP
OPPOSITE
WSGT
WAINSCOTT
51'-G" EXISTING
v
l00 R NIGH i2/5K
lOO TEAR I10DER.4TE RISK I FLC
FLOOD FRINGE BOUNDARY
2411 EXISTING y't
SETBACK
ADDITION
°
° 7
Q
\
I1
W
-
d)'
14 -Q9'
v
S
-
NX
°
Q$
UJ
v
Q
EXISTING
v
WATER LINE
_.._.._.._.._.._,._....—....._.._.._.._.._._
°
_ _.._.._.._.._.._.
_ .
Z
EXISTING SM.
SEWER LINE
NEW FENCE
°
°
-
x=x
°
CITY RIGHT-0OF-WAY
°
ELEC.
j
/
W. 1" fULBERRY ST.
LEGAL DESCRIPTION: LOTS 13 4 16, LESS VAC ST,
BLK 261, LOOMIS, ETC
CARRIAGE HOUSE ADDRESS: 612 W. MULBERRY ST.,
FORT COLLINS, GO 80521
i
i .
ZONE DISTRICT: NCM - NEIGHBORHOOD CONSERVATION
- MEDIUM DENSITY DISTRICT
SITE PLAN
N SCALE I" = 10'-0"
DRAWING INDEX
AID COVER SHEET/ SITE PLAN 51.1 FOUNDATION PLAN 8 DETAILS
A2.0 CARRIAGE HOUSE FLOOR PLANS
A3.0 CARRIAGE HOUSE ELEVATIONS
A4.0 CARRIAGE HOUSE SECTIONS
A5.0 DETAILS
A6.0 GENERAL NOTES
GYPSUM BOARD
PLYWOOD
IMMERSE
per W.
D'Araili
MODIFY EXISTING ACCESS
RAMPS (AND SIDEWALK AS
NEEDED) TO MEET CITY AND '
ADA STANDARDS. /)
COORDINATE PERMITTING
AND INSPECTION WITH CITY
ENGINEERING INSPECTION.
THE GARAGE ADDITION AND ALL ADDITIONS TO THE EXISTING
HOUSE ARE APPROVED PER BUILDING PERMIT #01301008, ARE
NOT A PART OF THIS PLAN AND ARE SHOWN ON THE PLAN FOR
REFERENCE ONLY.
NOTES:
u THIS PROPERTY IS IN THE CITY OLD TOWN
100-YEAR HIGH RISK AND MODERATE RISK FLOOD
FINGES. PRIOR TO BEGINNING ANY WORK IN THE
HIGH RISK FLOOD FRINGE A FLOODPLAIN USE
PERMIT WILL BE REQUIRED.
2) THE PROPOSED CARRIAGE HOUSE WILL BE
LOCATED IN THE MODERATE RISK FLOOD FRINGE.
NO PORTION OF THE STRUCTURE WILL BE LOCATED
IN THE HIGH RISK FLOOD FRINGE.
PROJECT PARTICIPANTS
PROJECT ADDRESS: STRUCTURAL ENGINEER:
42g S. WHITCOMB ST. GAR(' WEEKS
FORT COLLINS, GO 80521 WEEKS ASSOG I ATES
g70-225-2422
gary.week5@week5 inc.com
OWNER:
CONOR FLANAGAN DRAINAGE / EROSION CONTROL:
P.O. BOX 1832 KEV I N FORBES
FORT COLLINS, GO 80522 FORBES ENGINEERING
501-30-I-g058 2g08 GNERLY STREET
c.onorflanaganlOO@hotmall.com FORT COLLINS, GO 80524
GI70-2GI5-4874 OFG.
g70-232-6014 CELL
ARCHITECTURAL DESIGNER, keVinforbe5@frli.Gom
RAYNE MART I N
RAINBIRD DESIGN
2466 RESERVE ST.
ERIE, GO 80516
g70-6g0-1433
ragnebgrd®gmail.com
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PROJECT:
CARRIAGE HOUSE
42q S. WHITCOMB ST.
FORT COLLINS, GO
80521
PREPARED FOR:
CONOR FLANAGAN
PA. BOX 1832
FORT COLLINS, GO SM22
501 3Oi-gO58
conorflanagonlOOogmall com
DESIGNED BY:
XAINBIRD
Design
ARCHITECTURAL SERVICES
(970) 690-1433 TELE.
raynabyrd@gmall.com
w
DATE:
3/3/13
SCALE:
I" = 10'-0"
Roll
GH -8-12
REV: FOR PERMIT
DATE: 3/31/13
BY: RM
REV: PER CITY C Xl ENTS
DATE: 5/11/13
BY: RM
REV: ZONING DISTRIC
DATE: 6/24/13
BY: RM
I TITLE:
SITE
SHEET:
A 1.0