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Home My WebLink AboutLOOMIS ADDITION 429 SOUTH WHITCOMB STREET 612 WEST MULBERRY STREET - Filed SP-SITE/LANDSCAPE PLAN - 2014-02-21r A PERMIT MUST BE OBTAINED FROM THE CITY FORESTER BEFORE N ANY TREES OR SWI 1B8 AS NOTED ON THIS PLAN ARE PLANTED, PRUNED OR REMOVED ON THE PUBLIC RIGHT OF WAY. THIS INCLUDES ZONES BETWEEN THE SIDEWALK AND CURB, MEDIANS, AND OTHER CITY PROPERTY. THIS PER11T 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. TREE PROTECTION STANDARDS (V WITHIN THE DRIP LINE OF ANY PROTECTED EXISTING TREE, THERE SHALL BE NO CUT OR FILL OVER A FOUR INCH DEPTH J UNLESS A QUALIFIED ARBORIST OR FORESTER HAS 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 (I/2) OF THE DRIP LINE, WHICHEVER IS GREATER. THERE SHALL BE NO STORAGE OR MOVEMENT OF EQUIPMENT, MATERIAL, DEBRIS OR FILL WITHIN THE FENCED TREE PROTECTION ZONE. (4) 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 WARhFIUL t0 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 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 ACC0MPLISWW 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. I$ (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 SYSTEM OF PROTECTED EXISTING TREES AT A MINIMUM DEPTH OF TWENTY FOR(24) INCHES. THE AUGER DISTANCE IS ESTABLISHED FROM THE FACE OF THE TREE (OUTER BARK) AND IS SCALED FROM TREE DIAMETER AT BREAST HEIGHT AS DESCRIBED IN THE CHART AT (LUC 32.IG). - SIGNATURE BLOCKS: $ OWNER'S CERTIFICATION THE UNDERSIGNED DOES/ DO HEREBY CERTIFY THAT I/ WE ARE THE LAWFUL OWNERS OF THE REAL PROPERTY DESCRIBED ON THIS SITE PLAN AND DO HEREBY CERTIFY TWAT I/ WE ACCEPT THE CONDITIONS AND RESTRICTIONS SET FORTH ON SAID SITE �- sg ,y OWNER DATE THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS F DAY OFQf/4D. ,;LQ BY • - - - ... i PLANNING CERTIFICATE APPROVED BY THE DIRECTOR OF PLANNING OF fjVY OF FFOORRS� INS, COLORADO ON THIS ! DAY OF6 20 / / OF FORT4�&a DI TOR OF NING SEA 1. ;N $ l00 YEAR N/GI-I R15K $ FLOOD FRINGE EMNDARr $ $ $ I fV i[Q $ ow i_u V S I a N N 0 ` v I� I i x I i x I l00 YEAR tVVERATE RISC >j FLOOD FRINGE BOUNDARY EXISTING BARN GARAGE (V PARKING SPACE PROPOSED CARRIAGE HOUSE 51-0 PROPOSED c — x SAK SEWER cl-O I LINE 26'-0' PROP05M STOPMETER PIT o,P o. uo ° PATIO u r ° PROPERTY DATA 11,186 S.F. S 8q•5q'57" W Ig0.06'ltV l40'(R) v 21'-O' GARAGE ADDITION (2) PARKING ow I / \ ow ° 0.257 ACRES ' I uTIL. - ELEG TELE -- -- - _ - I(2) PARKING LOT l3 _ _ SPACES - - - -- -- - PORTION OF LOT 16 - - -- - - ' - - - - NEW FENCE G -x-x-x-x-&I--x -x-x-x-x-x -x -x- S 8q°3327" E IcIOA6'(rV CITY RIGHT-OF-WAY l90'(RJ EXISTINGIDEWALK EXISTING CURB CUT LANDSCAPE AREA EXISTING TREES TO REMAIN - (TYPICAL) PROPERTY COVERAGE (%) FAR (BOTH LEVELS) 50% OF LOT SIZE = 51593 SF. LOT SIZE II, 186 Sr-. 100% 1/3 OF 5,5g3 S.F. = 1064 Sr-. EXISTING HOUSE 1,351 S.F. 12.1% PORTION OF GARAGE ADDITION 23g5 SF. 21.4% IN REAR 50% LOT 105 SF. CARRIAGE HOUSE 4m S.F. 8b% CARRIAGE HOUSE q58 SF. TOTAL REAR BLDG. 1,663 SF. TOT. BLDG. 4,110 S.F. 42.1% TOTAL PARKING SPACES = 6 — — — 50% LOT BOUNDARY VIATIONS AFF ABOVE FINISHED FLOOR GAL GALLONS) OS OUTSIDE ARCW ARGWITECT(URAU GALV GALVANIZED Pµ PHASE BD BOARD GC GENERAL CONTRACTOR PSF POUNDS PER SQUARE FOOT BLDG BUILDING GFI GROUND FAULT INTERRUPT PSI POUNDS PER SQUARE INCH BOT, BTM BOTTOM GYP BD GYPSUM BOARD R RADIUS, RISER CAB CABINET W WEIGHTS, HIGH RAD RADIUS GOT CIRCUIT HC HOLLOW CORE RE:,REF: REFER OR REFERENCE CLG CEILING HIM HOLLOW METAL REG RECEPTACLE CLR CLEARANCE) WORIZ HORIZONTAL READ REQUIRED CMU CONCRETE MASONRY UNIT HT HEIGHT REV REVISION(S), REVISE COL COLUMN µTR HEATER RM ROOM CONC CONCRETE µVAC HEATING, VENTILATING, RO ROUC44 OPENING CONST CONSTRUCTION AIR CONDITIONING R45, ROD 4 SHELF CONT CONTINUOUS, CONTINUE µk HOT WATER SC SCALE, SOLID CORE, CONT"R CONTRACTOR ID INSIDE DIAf EfER SD SMOKE DEBTOR D DEEP' DEPTH INCL INCLUDE SECT SECTION DEMO DEMOLISH, DEMOLITION INEUL INSULATED, INSULATION SIM SIMILAR DIM DIAMETER INTER INTERIOR SPEC SPECIFICATIONS DIM DIMENSION DR DOOR L LENGTH SQ 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 ELECTRICAL) LTG LIGHTING SW SWITCH EMERG HMERGENCY MATL MATERIALS) SYS SYSTEM EQ EQUAL MAX MAXIMUM TELE TELEPHONE EQUIP EQUIPMENT MC MECHANICAL CONTRACTOR TAG TONGUE 4 GROOVE EXIST EXISTING MEOW MECHANICAU TOW TOP OF WALL EXT EXTERIOR MTL METAL TSTAT TWERMOSTAT PD FLOOR DRAIN MFGR MANUFACTURE(R) TYP TYPICAL FF FINISHED FLOOR MO MASONRY OPENING VERT, V VERTICAL FIN FINISHED) Mm MOUNTED WTR VENT THOU ROOF FIXT FIXTURE MG MOUNTING WATT, WIDTH, WIRE FLR FLOORING) NO NUMBER, NORMALLY OPEN WD WG WOOD WATT CLOSET FLUOR FLUORESCENT NTS NOT TO SCALE WHI WATER HEATER FP FIREPROOFING OR OC ON CENTER W/ WITH FIRE PROTECTION OD OUTSIDE DIAMETER W/O WITHOUT FT FOOT, FEET OPG OPENING WATERPROOF GA GAUGE OPP OPPOSITE WS CT WAINSCOTT n - _ T vy" )GO YEAR NIGN RISC l00 rEAR PVVER,ATE RISK I FLOOD FLOOD FRINGE BOUNDARY FRINGE �T-- —j BOtMAR 51'�' EXISTING 24'-3 1/2" EXISTING EXISTING HOUSE, i" ADDITION - I 141 -q' � N i a G P SETBACK c IU)Lo0 lu 8 ' N v c � &STING WATER LINE -fx- - - - - - - - - - - - - - - - - Z EXIST11JC' SAN. viD SEWER LINE NEW FENCE -x -x x -x x -x -x x -x -x Ill APO CITY RIGWT-0OF-WAY FI Fl:. -- -- r = - 17 ® LANDSCAPE AREA - - - - - - -- `4 a C 4 W. MULBERRI ST. LEGAL DESCRIPTION: LOTS 13 # 16, LESS VAG ST, BLK 267, LOOMIS, FTC CARRIAGE HOUSE ADDRESS: 612 W. MULBERRY ST., FORT COLLINS, GO 80521 ZONE DISTRICT: NCM - NEIGWBORWOOD CONSERVATION - MEDIUM DENSITY DISTRICT DRAWING INDEX ALO COVER SWEET/ SITE PLAN A2.0 CARRIAGE HOUSE FLOOR PLANS A3.0 CARRIAGE WOUSE ELEVATIONS SITE PLAN SCALE, 1' - 10'-0" BRICK FACE OOD FRAMING-C WONTINUOUS WOOD BLK'G-DISCONTINUOUS WOOD, FINISHED BLOCKING MODIFY EXISTING ACCESS RAMPS (AND SIDEWALK AS NEEDED) To MEET CITY AND ADA STANDARDS. COORDINATE PERMITTING AND INSPECTION WITµ CITY ENGINEERING INSPECTION. THE GARAGE ADDITION AND ALL ADDITIONS TO THE EXISTING HOUSE ARE APPROVED PER BUILDING PERMIT 051301008, ARE NOT A PART OF T1415 PLAN AND ARE SHOWN ON THE PLAN FOR REFERENCE ONLY. " V 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. 3) FOR GRADING INFORMATION, REFER TO TWE PROPOSED GRADING PLAN PREPARED BY FORBES ENGINEERING AS PART OF THE DRAINAGE CERTIFICATION LETTER DATED FEBRUARY 25, 2013. PROJECT PARTICIPANTS PROJECT ADDRESS: STRUCTURAL ENGINEER: 42q S. WHITCOMB ST. GARY WEEKS FORT COLLINS, GO 80521 WEEKS ASSOG I ATES q70-225-2422 gary.wcek5@week5ino.com OWNER: CONOR FLANAGAN DRAINAGE /EROSION CONTROL: P.O. BOX 1832 KE V I N FORBES FORT COLLINS, GO 80522 FORBES ENGINEERING 501-307-g058 2g08 CNERLY STREET conorflanacganlOO@hotmail.com FORT COLLINS, GO 80524 q70-2q5-4874 OFG. q70-232-6014 CELL ARCHITECTURAL DESIGNER: keVinforbe5@frii.com RAYNE MART I N RAINBIRD DESIGN 246G RESERVE ST. ERIE, GO 80516 q70-6q0-1433 rognebyrd@gmail.com w m 0 0 z N i PROJECT: CARRIAGE NOU`. 42q S. WWITCOMB ST. FORT COLLINS, CO 80521 PREPARED FOR: CONOR FLANAGAN PA. BOX 032 FORT COLLINS, CO SM22 501301-9058 conorFla•IagamlOOognallcan DESIGNED BY: AINBIRD Design ARCHITECTURAL SERVICES (970) 690-1433 TELE mynebyrd@gmail com BY: RM DATE: 3/3/13 SCALE: I'=10'0' JOB: GW -8-12 REV: PER CITY COMMENTS DATE: 11/5/13 BY: RM REV: TITLE SHEET CHANGE DATE: fl/21/13 BY: RM REV: ADD NOTE W. DATE: 2/4/14 BY: RM TI TLE: COVER, SNEET � SITE PLAN SHEET: A 1.0 L - 6 121 N PROJECT: CARRIAGE BALCONY ABOVE A 4A FIRST FLOOR PLAN SSECOND FLOOR PLAN SCALE, I/4'�I'-0' GARAGE - 288 S.F. SCALE, 1/4"-1'-0" HABITABLE SPADE - 286 SF. HABITABLE SPACE IC-G. OVER l'-57 421 S.F. FOOTPRINT - 512 S.F. BOQ1 OOVER 1-6" IYNIXR l'-6e TOTAL GARAGE 255 SF. - 255 SF. MECH. CLOSET 31 SF. - 31 SF. GREAT ROOM ISO SF. - 286 SF. BATH 1 42 SF. - 42 SF. STAIRS 64 SF. - 64 SF. FIRST FLOOR 512 S.F. 512 S.F. STAIRS 41 SF. - 41 SF. KITCHEN 109 SF. 21 SF. 130 SF. LIVING ROOM 125 SF. 55 SF. ISO SF. BATH 2 38 SF. 55 SF. 93 SF. BEDROOM 69 SF. 55 SF. 122 SF. SECOND FLOOR W6 S.F. 06 S.F. 512 S.F. TOTAL 958 SF. 186 S.F. 1144 S.F. DOOR 4 WINDOW NOTES: I. WINDOW SIZE INDICATED AS WIDTH x HEIGHT IN FEET -INCHES EXAMPLE, 2020 - 2'-0' x 2'-0" • 24'x24" 2. DOOR SIZE INDICATED AS WIDTH IN FEET -INCHES EXAMPLE, 2-8 - 2'-8'. 3. FOR DOORS t WINDOWS APPROX. UNIT DIMENSIONS ARE SHOWN - SELECT CLOSEST SIZE WITH SUPPLIER. 4.TB"PERED GLASS IS REQUIRED WHBd GLAZING IS WITHIN 5' OF A TUB BOTTOI I, WITHIN 2' OF A DOORWAY, WITHIN 180 OF FINISHED FLOOR AND OVER 9 SO. FT. IN SIZE OR IN THE ENCLOSING WALL OF STAIRWAY LANDINGS. of z W r 429 S. WHITCOMB ST. FORT COLLINS, CO 80521 PREPARED FOR: C 0NOR FLANAGAN PA. BOX 1832 FORT COLLINS, CO SM22 DESIGNED BY: ARCHITECTURAL SERVICES (970) 6W1433 TELE raynebyrd@gmed com M DATE: 3/3/13 SCALE: 1/4" = 1'-0' JOB: cN-842 REV: FOR PERT T DATE: 3/29n3 BY: RM REV. PER CITY C21 EW DATE: II/5/13 BY. RM REV. DATE: BY: TITLE: CARRIAGE SOUSE FLOOR PLANS SHEET: A2.O L - 6 121 COI P05ITE ROOF TILES TO MATCH MAIN WOUSE 12 DASHED LIPS 9 _ - INDICATES i'-6" q 6'-5 1/2' WEIGWT AFF. --- o `P H __TOP OF WAIL -- - - — - - - — - --- � EL.113-113/8 r � Q EL.Iq'-113/8' - x ;r 2ND FLR. SUBFLR. 4' TRIM TOP OF WALL R. TOP OF WALL a U 12" TRIM ry N F w 7 w T T 4 >f SIDING fl 9 z 3 w C w TOP OF FND. m TOP GF FND. EL. 100'-0" EL. IPO'-0" J x EL. F F U WEST ELEVATION EAST ELEVATION a SCALE, V4'•I'-0' SCALES V4'-I'-0' a x w I F 0 Z Q Z 0 0 w m w m 0 I- r 0 z _m r it a a DECORATIVE TRIM ARCW DECORATIVE TRIM ARCW z z 0 w _ J 0 12 — 12 12 ; -aq=�q U _ o — 0 _ C m Ef -- o TOP OF WALL z EL. 1131-113/8. m i -2NDFLR_SLBFLR. m � T♦ OP�w� o °z CUT-OUTS FOR Z DRAINAGE \\ qa (3) SAO GORBEL� 'S' 'S� o STAIRS BEYOND w Q ; � a 0 fl 4 \ SIDING m (3) POSTS -REF. SIDING m STRUCT. - 0 PATIO z TOP OF FND. EL. 100'-0' 0 _m rlr— I SOUTH ELEVATION NORTH ELEVATION SCALE I/4'�I'-0' SCALE. 1/4'•I'-0' PROJECT: CARRIAGE NOU"' 42q S. WHITCOMB ST. PORT COLLINS, 00 80521 PREPARED FOR: CDWR FLANAGAN P.O. BOX 032 FORT COLLINS, CO SM22 501 301-41058 conorfkrKKjm OO*gnailaan DESIGNED BY: ARCHITECTURAL SERVICES (970)690-1433 TELE raynebyrd@gmail.com BY: RM DATE: 3/3/13 SCALE: 1/4" = I'-0" 51013 CW-8-12 REV- FOR PEF"T DATE: VMS BY: RM REV. ADDED WT. LIMITS DATE: 6424/13 BY: RM REV: PER CITY GGnlENTS DATE: W5AS BY. RM TITLE: CARRIAGE HOUSE EXTERIOR ELEVATIONS SHEET: A3 .O