the colorado state veterans community … plans cover and... · outside diameter opposite hand...
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EMERG MTDemergency mounted
FHMS
FLTFLUORFLXFN
FHSFHWSFINFLGFLR COFLR
FEFECFFFFEFFLFGLFHC
FBO
FASFB
FBDFDFE
FAAP
EXEXHEXIST or EEXP JT or EJEXT
FA
ENCEPYEQESTETEWEWC
unless noted otherwise
varies, variablevapor barrier
vinyl composition tile
verify in field
vertical joint
vinyl wall covering
water closet
waterproof (ing)working pointwater resistant
woven wire mesh
zone valve box
OPP WPflat head machine screw oppositeoperating roomoverflow roof drainopposite surface
plastic laminateparallelpanic barparticle board
floatfluorescentflexiblefence
fire hose stationflat head wood screw
floor cleanout
finishflashing
floor (ing)PBPBD
PLAM or PL
ORORDOS
PAR
WPTWRWRWSCTWTWWWM
ZVB
wire (d)wainscotwall to wall
metal furringmetalmetal thresholdmullionmillwork
nitrogennorthnaturalnurse callnot in contractnonmetallicnitrous oxidenominalnoise reductionnoise reduction coefficientnot to scale
oxygenoverallobscureon centeroutside diameteropposite handoverheadopen-web joistopaqueopening
fire alarm annunciator panel
fixed equipmentfire extinguisher cabinetfactory finishfinished floor elevationfinished floor line
fire hose cabinetfiberglass
furnished by other
fasten (er)
fiberboardfloor drainfire extinguisher
face brick
OCODOHOHOJOPOPG
NRNRCNTS
OOAOBS
expansion joint
exposedexhaustexisting
exterior
fire alarm
enclose (ure)
elapsed timer
electric water cooler
epoxyequalestimate
each way
NNATNCNICNMTNONOM
MTL FUR
MTL THRMTL
MULLMWK
N
vinylVJVNRVRMVWC
WWW/W/OWBWCWDWDWWH
withwithoutwood base
woodwindowwall hung
veneervermiculite
westwidth, wide
UCUNFUNOUR
VVARVBVBVCTVERTVIFVIN TLVIN
vinyl base
vertical
vinyl tile
undercutunfinished
urinal
vacuum
DPR
EEAEL or ELEVELEC PNL BDELECTELEV
DRDSDSPRDTLDWGDWR
DIAGDIAMDIMDIVDLDNDP PF
DDDBLDEMODEPDF
CSCTCTRCTR FLGCU FTCU YDCV
CONCCONSTCONTCONTRCORRCPRCPT
CMUCOCOLCOMBCOMPCOMPOCOMPT
CKCLCLGCLG HGTCLK BDCLRCLS
BET
BU BD
CEM PLASCEMCERCGCICIRCIRCCJ
BURBVL
CABCBCCTV
BOTBRG PLBRGBRKBRZBSMTBT
BITBLDGBLKBLKGBMBO
AFF
APPROXARCHASPHAUTO
BDBEL
AGGAL or ALUMALT
ANCANOD
ALPA
AC TLACACCACC PNLADHADJADJ
A/CABABVACAC BD
control joint
service sinksquare feet (foot)
sheet metal screw
specification (s)
stainless steel
structure (al)
symmetry (ical)
tongue & groove
terra cotta
top of plate
top of steel
transparenttoilet paper dispensertoilet partition
top of slab
LWC SYSlightweight concrete system
meter (s)
masonrymaterialmaximummachine boltmembermediummechanicalmedicine cabinetmetal floor deckingmanufacture (r)manholemagnetic hold openminimummirrormiscellaneousmolding, mouldingmillimeter (s)membranemasonry openingmodularmovablemarblemetal roof deckmount (ing)
med gas alarm panel
MHdamper
electric panel boardelectric (al)
easteachelevation
elevator
doordownspoutdispenserdetaildrawingdrawer
MMBMOMODMOVMRBMRDMT
MHOMINMIRMISCMLDMM
diagonal
dimension (s)
dampproofing
diameter
divisiondead loaddown
demolish, demolitiondepress (ed)drinking fountain
depthdraindouble
MB
MED CAB
MBRMDMECH
MFDMFR
M
MASMATLMAX
MAP
TOL toleranceTOSTOWTPTPDTPTNTRTRMTSTSLTTDTVTYPTZ
thermaltube steel
treatedtelevisiontypicalterrazzo
top of wall
transom
T & GTTBTCTDTELETEMPTHKTK BDTLTO PLTO
telephonetemperedthick (ness)tack boardtile
top of
tread (s)towel bar
tinted
include (d) (ing)insulating concreteinsulate (d) (ion)interiorinvertiron pipe size
joistjanitor closetjoint fillerjoint
kitchenknock-out
lengthlaboratoryladderlaminatelavatorylabelleft handlive loadlow pointlightlintellouverlightweight
compartment
countersink (sunk)ceramic tile
counter flashingcubic foot (feet)cubic yard (s)
counter
cover
constructioncontinue, continuouscontract (or)corrugated
carpet (ed) (ing)
concrete
copper
LHLLLPTLTLTLLVRLW
LLABLADLAMLAVLBL
concrete masonry unit(s)
compress (ed) (ion) (ible)combination
composition, composite
cleanoutcolumn
calk (ing), caulk (ing)center line
ceiling heightchalkboard
ceiling
clearclosure
JAN CLOJ
JFJT
KITKO
INS CONCINCL
INSULINTINVIPS
SPKSPLSQSSSTASTDSTGSTLSTORSTRUCTSUSPSVSYMSYN
steelstorage
suspendedspray vinyl
synthetic
speakerspecialsquare
stationstandardseating
SCNSECSER SKSFSGLSSHTSHTGSIMSLSMSSNTSPSPCSPEC
sheathingsimilarsleeve
sealantsoundproofspacer
screensection
semi-glosssheet
pounds per cubic footprecast concreteperforate (d)
panic hardware
pounds per lineal foot
panel (ed) (ing)
prefabricate (d)
prestressed concretepounds per square footpounds per square inch
post-tensioned concretepaper towel dispenser
paper towel receptorpoly vinyl chloride
rubber base
refrigerator
reinforce (d) (ing)
reflect (ed) (ive) (or)
rough openingright of way
GLB QTbetween glass block quarry tileglossgalvanized pipegranitegroutgravelgypsum wallboardgypsum boardgypsum plastergypsum lathgypsum tile
hose bibbhardboardhollow coreheavy dutyheaderhardwarehexagonalheighthollow metalhorizontalhourheatingheating/ventilating/air conditioninghardwood
inside diameter
HCbulletin board
cement plaster (portland)
corner guard
circumference
cementceramic
cast ironcircle
built-up roof
closed circuit television
bevel
cabinetcode blue
HORIZHRHTGHVAC
HWD
ID
HGT or H
HDHDRHDWHEX
HM
bottombearing platebearingbrickbronzebasementbolt
bituminousbuildingblockblockingbeambottom of
GYP BDGYP PLASGYP LAGYP TL
HBHBD
GLSGPGRNGTGVLGWB
RET returnREVRFGRFLRHRMROROWRVSRVT
SSSCSCH
reverserivet
slidesouthsolid coreschedule
revisionroofing
right handroom
RRRARBRBTRDRE or REFREFRREGREINFREMRES
roof drainreference
register
removeresilient
radiusriser (s)return air
rabbet
foundationface of concreteface of finishface of masonryface of studfireproof (ing)floor platefire resistantframe (d) (ing)fire-resistant coatingfire-retardantfloor sinkfootingfurred (ing)future
gage, gaugegalvanizedgrab bargeneral contract (or)gradeglass fiber reinforced
galvanized irongasketglass, glazing
concrete
FTGabove finished floor
area line pressure alarm
approximatelyarchitect (ural)asphaltautomatic
boardbelow
aggregate
anchor, anchorage
aluminumalternate
anodizedGCGDGFRC
GIGKTGL
FURFUT
GAGALVGB
acoustic tileasphaltic concrete
access panelaccess
adhesiveadjacentadjustable
air conditioninganchor bolt
acoustic board
aboveacoustical
FPFPLFRFRFRCFRTFS
FNDFOCFOFFOMFOS
PNT paintPRE-FABPRFPSCPSFPSIPTPTCPTDPTNPTRPVCPVMT
partition
pavement
preformed
point
PCFPCT CONCPERFPERIPFNPHPKPLPLASPLFPLY WDPNL
prefinished
parkingplateplaster
plywood
perimeter
EARTH (CUT)
AGGREGATE BASE
COURSE (CUT)
CONCRETE (CUT)
CONCRETE MASONRY
UNIT
BRICK MASONRY
PRECAST CONCRETE
STONE (CUT)
MARBLE
STEEL, STAINLESS STEEL
(LARGE SCALE)
ALUMINUM (LARGE
SCALE)
WOOD FRAMING -
CONTINUOUS (LARGE SCALE)
WOOD FRAMING -
DISCONTINUOUS (LARGE SCALE)
PLYWOOD
(LARGE SCALE)
FINISH WOOD (LARGE SCALE)
EIFS (CUT)
RIGID INSULATION
(LARGE SCALE)
BATT INSULATION
(LARGE SCALE)MORTAR CUT
TERRAZZO (LARGE SCALE)
CERAMIC TILE (LARGE
SCALE)GLASS (LARGE SCALE)
PLASTER, CONCRETE,
STUCCO
METAL SIDING
(HORIZONTAL)GLASS BLOCK, CERAMIC TILE
METAL SIDING
(VERTICAL)
GLASS ELEVATION
SECTION
SAND
FIREPROOFING
STUCCO CUT
GYPSUM BOARD (LARGE
SCALE CUT)
PLYWOOD
(SMALL SCALE)
MASONRY
ELEVATION
000.00
A
1
1
A4.1
SECTION NUMBER
VIEW REFERENCES
SHEET WHERE DRAWN
VIEW DIRECTION
VIEW NAME1A2.1 A6.1 1/8" = 1'-0"
1
A4.1
1
A3.1 2
3
4
1
A4.1
WALL/DETAIL SECTIONS BUILDING SECTION
1
A4.1
SECTION NUMBER
SHEET WHERE DRAWN
VIEW DIRECTION
PLAN/DETAIL CALLOUTS
CALLOUT NUMBER
SHEET WHERE DRAWN
SHEET WHERE DRAWN
ELEVATION NUMBER
EXTERIOR / INTERIOR ELEVATIONS
DATUM SYMBOLS
DRAWING TITLES
SHEET WHERE REFERENCED
SHEET WHERE DRAWN
SCALE
DETAIL NUMBER
FLOOR TWO
14'-0"
9'-0"
STRUCTURAL
GRIDLINE
NAME OF LEVEL
HEIGHT ABOVE
PROJECT DATUM
SPOT ELEVATION
INDICATOR
TRUE NORTH
101
A
1
101
APC #
P#
9'-0"
A
DOOR OR OPENING NUMBER,
SEE DOOR SCHEDULE.
WINDOW TYPE INDICATOR,
SEE WINDOW TYPES.
ROOM NUMBERROOM NAME
CEILING TYPE, SEE CEILING
SCHEDULE
FINISH TYPE, WHERE
APPLICABLE
CEILING HEIGHT
PROJECT SYMBOLS AND ANNOTATION
FIXED EQUIPMENT INDICATOR,
SEE EQUIPMENT SCHEDULE
ACCESSORY INDICATOR,
SEE ACCESSORY SCHEDULE
SIGNAGE INDICATOR,
SEE SIGNAGE SCHEDULE
NOTE: SEE INDIVIDUAL SHEETS FOR ADDITIONAL SYMBOLS.
A ALIGN FINISH FACE OF NEW
WALL W/ FINISH FACE OF
ADJACENT EXISTING WALL
2016-032P15, RESIDENT SAFETY AND ACCESSIBILITY IMPROVEMENTS851 E. 5TH STREET
RIFLE, CO 81650
100% CONSTRUCTION DOCUMENTSTHE COLORADO STATE VETERANS COMMUNITY LIVING CENTER AT RIFLE
OWNER'S REPRESENTITIVE
TANA LANE / CARY PILON
DEPARTMENT OF HUMAN SERVICES
STATE OF COLORADO
4112 S. KNOX CT.
DENVER, CO 80236
PHONE: 303.866.7291
ELECTRICAL ENGINEER
BCER ENGINEERING, INC.
5420 WARD RD.
ARVADA, CO 80002
PHONE: 303.422.7400
CIVIL ENGINEER
JVA, INC.
P.O. BOX 1860
47 COOPER CREEK WAY
SUITE 328
WINTER PARK, CO 80482
PHONE: 970.722.7677
STRUCTURAL ENGINEER
JVA, INC.
1319 SPRUCE ST.
BOULDER, CO 80302
PHONE: 303.444.1951
ARCHITECT / INTERIOR DESIGN
BOULDER ASSOCIATES, INC.
1426 PEARL ST, STE 300
BOULDER, CO 80302
PHONE: 303.499.7795
LANDSCAPE ARCHITECT
OUELLETTE & ASSOCIATES, INC.
605 ITHACA DRIVE
BOULDER, CO 80305
PHONE: 303.245.4255
BUILDING ADDRESS: 851 E 5TH STREET
RIFLE, CO 81650
PROJECT TYPE: NURSING HOME - RENOVATION & NEW PORTE COCHERE
GROSS BUILDING AREA: Existing Renovation
FIRST FLOOR 23,065 GSF 4,306 SF
SECOND FLOOR 23,472 GSF 3,858 SF
TOTAL 46,537 GSF 8,164 SF
APPLICABLE CODES: 2012 International Building Code
2012 International Fire Code
2012 International Energy Conservation Code
2014 National Electrical Code
2009 ICC/ANSI A117.1 Accessibility Code
2012 NFPA 101, Life Safety Code, CH. 18
DEFERRED SUBMITTALS: NONE, NO REVISIONS TO THE FIRE ALARM OR FIRE SPRINKLER
SYSTEM ARE ANTICIPATED.
GENERAL PROJECT DATA
NORTH6
851 E. 5th Street
E. 3RD
E. 5TH ST
E 7TH ST.
ROAD
BIR
CH
CT
1. FIELD VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS. REPORT ANY
DISCREPANCIES TO ARCHITECT BEFORE CONTINUING. IN NO CASE SHALL
DIMENSIONS BE SCALED FROM DRAWINGS.
2. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO CHECK
THE ARCHITECTURAL DRAWINGS BEFORE PROCEEDING WITH THE
INSTALLATION OF ANY MECHANICAL, PLUMBING OR ELECTRICAL WORK.
3. CAULK AROUND ALL INTERIOR JOINTS AT DOORS AND WINDOWS.
SEE SPECIFICATION SECTION 012300 FOR SCHEDULE OF ALTERNATES WITH DETAILED
DESCRIPTION
ADD ALTERNATE NO. 1: WINDOWS IN DINING
ADD ALTERNATE NO. 2 AUTOMATIC SLIDING ENTRANCE DOORS
ADD ALTERNATE NO. 3: LIGHT BOLLARDS
ADD ALTERNATE NO. 4: LIGHT POLE RELOCATION
ADD ALTERNATE NO. 5: WINDOWS IN PHYSICAL THERAPY
PROJECT NUMBER
DRAWN BY
DATE
REVISIONS
SHEET TITLE
SHEET NUMBER
Boulder Associates, Inc.
www.boulderassociates.com
Architecture + Interior Design
1426 Pearl Street, Suite 300
Boulder , Colorado 80302
303.499.7795
PROJECT
REV
TT
LB
v.2
0150126
TH
IS L
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IS
1 IN
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WH
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152732.00
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February 1, 2017
COVER SHEET
A0.0
SVCLC AT RIFLERESIDENTSAFETY &ACCESSIBILITYIMPROVEMENTS851 E. 5th STREETRIFLE, CO 81650
100%
CONSTRUCTION
DOCUMENTS
ABBREVIATIONS
MATERIAL GRAPHIC LEGEND
PROJECT SYMBOL LEGEND PROJECT DIRECTORY PROJECT DATA
VICINITY MAP GENERAL NOTES
SHEET INDEX0 - GENERAL
A0.0 COVER SHEET
1 - CIVIL
C0.0 NOTES, LEGENDS, & ABBREVIATIONS
C1.0 GRADING AND DRAINAGE PLAN
C2.0 HORIZONTAL CONTROL PLAN
CD2.0 SITE DETAILS
2- LANDSCAPE
L1.0 LANDSCAPE PLAN
L1.1 LANDSCAPE DETAILS
3 - ARCHITECTURAL
A1.0 SITE PLAN
D1.1 DEMO SITE PLAN
A1.1 PORTE COCHERE - ENLARGED PLAN
A1.2 PORTE COCHERE - ENLARGED PLANS & DETAILS
A2.01 FLOOR 1 - LIFE SAFETY PLAN
A2.02 FLOOR 2 - LIFE SAFETY PLAN
A2.1 FLOOR PLAN - OVERALL - FIRST FLOOR
A2.2 FLOOR PLAN - OVERALL - SECOND FLOOR
A3.1 EXTERIOR ELEVATIONS
A4.1 PORTE COCHERE - DETAILS
A6.1 INTERIOR ELEVATION
A8.1 DOOR & WINDOW TYPES, SCHEDULE & DETAILS
A9.1 FLOOR 1 - REFLECTED CEILING PLAN
A9.2 FLOOR 2 - REFLECTED CEILING PLAN
5 - STRUCTURAL
S1.1 PORTE COCHERE - GN & FRAMING
S1.2 PORTE COCHERE - DETAILS
8 - ELECTRICAL
E0.0 ELECTRICAL GENERAL INFORMATION
E0.2 ELECTRICAL ONE-LINE DIAGRAM
E1.0 ELECTRICAL SITE PLAN
E1.1 PORTE COCHERE - ENLARGED PLANS & DETAILS
E2.1 FLOOR 1 - LIGHTING PLAN
E2.2 FLOOR 2 - LIGHITNG PLAN
E3.1 PANEL SCHEDULES
ALTERNATES
DESCRIPTION DATE
PROJECT NUMBER
DRAWN BY
DATE
REVISIONS
SHEET TITLE
SHEET NUMBER
Boulder Associates, Inc.
www.boulderassociates.com
Architecture + Interior Design
1426 Pearl Street, Suite 300
Boulder , Colorado 80302
303.499.7795
PROJECT
#
TT
LB
v.20150126
TH
IS
LIN
E IS
1 IN
CH
LO
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W
HE
N P
RIN
TE
D T
O F
ULL S
CA
LE
851 E 5TH STREET
RIFLE, CO 81650
152732.00
2545c - JVA
February 1, 2017
SVCLC AT RIFLE
RESIDENT
SAFETY &
ACCESSIBILITY
IMPROVEMENTS
100%CONSTRUCTIONDOCUMENTS
DESCRIPTION DATE
RMM - JVA
4/25/2017 10:06:59 A
MK
:\2545c-C
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LC
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ings\2545c-C
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NOTES, LEGEND, &
ABBREVIATIONS
C0.0
I EGEND .8
s
• 0 Cl
D
0 ( Rl-1)
---IRD---
---!ss---
SURVEY CONTROL POINT
BENCHMARK
PROPOSED MANHOLE
EXISTING MANHOLE
18" AREA DRAIN
12" AREA DRAIN
COMBINA llON INLET
TYPE R INLET
TYPE 13 FIELD INLET
FLARED END SECllON
RIPRAP
THRUST BLOCK
TEE W/ THRUST BLOCK
BEND W/ THRUST BLOCK
END CAP W/ THRUST BLOCK
GATE VALVE
REDUCER/INCREASER
WATER METER
FIRE HYDRANT
LIGHT POLE
SIGN
STRUCTURE IDENTIFICATION
SIGN IDENllFICA TION
STORM DRAIN
ROOF DRAIN
SANITARY SEWER
WATER
---IR IRRIGAllON
---IUD UNDERDRAIN
---llD TRENCH DRAIN
---IFD FRENCH DRAIN
---IPD PERFORATED DRAIN
----'T TELEPHONE
----IE ELECTRIC
---ICE OVERHEAD ELECTRIC
---IUE UNDERGROUND ELECTRIC
GAS
---CATV CABLE TV
---IFD FIBER OPllC
FLOW LINE
FENCE
7L/-/-/-/-#-H ABANDON UU'f
-----------
DEMO SURFACE FEATURE
DEMO SUBSURFACE FEATURE
DEMO llREE
LIMITS OF SAWCUT
PROPERTY LINE / ROW
EASEMENT LINE
LIMITS OF WORK
LIMITS OF OVEREXCAVATION
MATCHLINE
PROPOSED BUILDING
EXIST BUILDING
[> BLDG ACCESS
f· .•. :.: ... ·. · ·:.-1 CONCRETEPA\1NG
I· .................. · ... ·.-.. · ......... I HEAV'f DUTY ASPHALT PA\1NG
~);;>~1"..0] EARTH
~ GRASS PAVERS
' I_ I_ I_ I_ I_ I_ P CONCRETE SCORING L_ ______ _j
CURB & GUmR
GUmR PAN
~ SPILL/CATCH CURB TRANSillON
.,............-<'~ PROPOSED INDEX CONTOUR
~<'"'-...__/ PROPOSED INTERMEDIATE CONTOUR
/ ~ ' - / EXIST INDEX CONTOUR
---s // <'<1~ // EXIST INTERMEDIATE CONTOUR ---
+ 20.50
+ 4220.5
PROPOSED SPOT ELEVATION
EXIST SPOT ELEVA liON
SYMBOLS DETAIL llTLEQ)::== DETAIL NUMBER IDENTIFICATION
SCALE - SHEETS WHERE THE SECTION OR ELEVATION IS CUT OR CALLED OUT
DETAIL llTLE - INDICATES SAME DRA\\1NG
DETAIL NUMBER IDENTIFICATION
SHEET WHERE THE DETAIL IS DRA\\1N - INDICATES SAME DRA\\1NG
DETAIL MARKER
.....__ __ RE'.1SION CLOUD
A-~r-- RE\1SION NUMBER
ASH TO
ABAN AC ADDL ADOM ADJ AL ALT AMT APPROX ARCH ARV ASTM ASPH ASSY ASYM AUTO AVG AWWA
BC BFV BLDG BLK BM BMP BS BOT BSMT BVCE BVCS BW
CB ccw COOT CIP CJ CL CLR CMP CMU co CONC CONST CONT COR CR CllR CY
DEMO DIA DIAG DIP DOM ON DR DWG OWL
E EA ECC EJ EL EUB ELEC ENGR EOP EQ EQUIP EQUIV ESMT EST EVCE EVCS EW EXP JT EXIST
FND FES FF FG FH FL FN FOC FPM FPS FT FTG
G GA GAL GALV GB GIP GND GPO GPM GRTG GSP GV
H HB HE HOWL HNDRL HORIZ HP HR HVAC
HWY HWL HYD
ABBREVIA llONS
ASSOC. OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS ABANDON ASPHALllC CONCRETE PAVING ADDillONAL ADDENDUM ADJUSTABLE ALUMINUM ALTERNATE AMOUNT APPROXIMATE ARCHITECT(URAL) AIR RELIEF VALVE AMERICAN SOCIETY FOR TESTING AND MATERIALS ASPHALT ASSEMBLY ASYMMETRICAL AUTOMATIC AVERAGE AMERICAN WATER WORKS ASSOC.
BACK OF CURB BUTTERFLY VAL'.1E BUILDING BLOCK BENCH MARK BEST MANAGEMENT PRACTICE BACK SIGHT BOITOM BASEMENT BEGIN '.1ERTICAL CURVE ELEVA llON BEGIN '.1ER11CAL CURVE STAllON BOITOM OF WALL
CATCH BASIN COUNTER CLOCKWISE COLORADO DEPARTMENT OF TRANSPORTATION CAST IRON PIPE CONSllRUCllON JOINT CENTER LINE OR CHAIN LINK CLEAR CORRUGATED METAL PIPE CONCRETE MASONRY UNIT CLEAN OUT CONCRETE CONSTRUCTION CONllNUOUS(A llON) CORNER CONCENllRIC REDUCER CENTER CUBIC YARDS
DEMOLITION DIAMETER DIAGONAL DUCTILE IRON PIPE DOMESTIC D0\\1N DRAIN DRA\\1NG DOWEL
EAST EACH ECCENllRIC EXPANSION JT ELEVAllON ELBOW ELECllRICAL ENGINEER EDGE OF PAVEMENT EQUAL EQUIPMENT EQUIVALENT EASEMENT ESTIMATE END VERTICAL CURVE ELEVA llON END '.1ER11CAL CURVE STAllON EACH WAY EXPANSION JOINT EXISTING
FOUNDATION FLARED END SECTION RNISH FLOOR RNISH GRADE RRE HYDRANT FLOW LINE FENCE FACE OF CONCRETE FEET PER MINUTE FEET PER SECOND FEET FOOTING OR FITTING
GAS GAUGE GALLON GALVANIZED GRADE BREAK GALVANIZED IRON PIPE GROUND GALLONS PER DAY GALLONS PER MINUTE GRATING GALVANIZED STEEL PIPE GATE VALVE
HIGH HOSE BIB HORIZONTAL ELLIPTICAL HEADWALL HAND RAIL HORIZONTAL HIGH POINT HOUR HEATING, VENllLAllON, AIR CONDillONING HIGHWAY HIGH WATER LINE HYDRANT
INCL ID IN INSUL INV IRR
JTS
KB KO KPL KWY
L LSCAPE LF LP LT LWL
MAINT MAN MATL MAX MECH MFR MH MIN MISC MJ
N NA NIC NPT NTS
oc 00 OPP OPT
PC PCO PCR PI PVI PL PE PREFAB PRELIM PREP PROP PRV
PSF PSI PT PV PVC
PVMT
QTY
R RAD RCP RD RE RECT REINF REQD ROW
SAN so SECT SPD SPEC SQ SQ IN SQ FT SQ YO ss SST STA SID STL STRUCT S\\1MP SYM
1lB llBC llBM TEMP THK TOB TOC
TOT TW TYP
UBC UGE UllL
VERT vc VCP
w W/ W/0 WQCE WSE ww
INCLUDED INSIDE DIAMETER INLET INSULATION INVERT IRRIGATION
JOINTS
KICKBLOCK KNOCKOUT KICK PLATE KEYWAY
LEFT OR LITER LANDSCAPE( lNG) LINEAR FOOT LOW POINT LIGHT LOW WATER LE'.1EL
MAINTENANCE MANUAL MATERIAL MAXIMUM MECHANICAL MANUFACTURER MANHOLE MINIMUM MISCELLANEOUS MECHANICAL JOINT
NORTH NOT APPLICABLE NOT IN CONllRACT NATIONAL PIPE THREAD NOT TO SCALE
ON CENTER OUTSIDE DIAMETER OPPOSITE OPTIONAL
POINT OF CURVATURE PRESSURE CLEAN OUT POINT OF CURVE RETURN POINT OF INTERSECTION POINT OF '.1ERTICAL INTERSECTION PROPERTY LINE POLYETHYLENE PREFABRICATED PRELIMINARY PREPARATION PROPOSED PRESSURE REDUCING VALVE OR PRESSURE RELIEF VAL'.1E POUNDS PER SQUARE FOOT POUNDS PER SQUARE INCH POINT OF TANGENCY PLUG VALVE POL Y\1NYL CHLORIDE OR POINT OF '.1ERTICAL CURVATURE PA'.1EMENT
QUANTITY
RIGHT RADIUS REINFORCED CONCRETE PIPE ROOF DRAIN REFERENCE RECTANGULAR REINFORCE (D) (lNG) (MENT) REQUIRED RIGHT OF WAY
SANITARY STORM DRAIN SECTION STANDARD PROCTOR DENSITY SPECIRCA llON SQUARE SQUARE INCH SQUARE FOOT SQUARE YARD SANITARY SEWER STAINLESS STEEL STATION STANDARD STEEL STRUCTURAL STORMWA TER MANAGEMENT PLAN SYMMEllRICAL
THRUST BLOCK TOP BACK OF CURB TEMPORARY BENCH MARK TEMPORARY THICK TOP OF BANK TOP OF CONCRETE OR TOP OF
CURB TOTAL TOP OF WALL TYPICAL
UNIFORM BUILDING CODE UNDERGROUND ELECllRIC UTILITY
VERTICAL POINT OF VERllCAL CURVATURE '.111RIFIED CLAY PIPE
\\1DE OR \\10TH \11TH \11TH OUT WATER QUALITY CONllROL ELEVATION WATER SURFACE ELEVATION WASTEWATER
X SECT CROSS SECllON
YH YARD HYDRANT
GENERAL NOTES: 1. ALL MATERIALS AND WORKMANSHIP SHALL BE IN CONFORMANCE \11TH THE LATEST STANDARDS AND SPECIRCAllONS OF THE CITY
OF RIFLE, COLORADO DEPARTMENT OF TRANSPORTATION, COLORADO RI'.1ER AND RIFLE RRE PROTECllON DISllRICT REQUIREMENTS, AND APPLICABLE FEDERAL, STATE AND LOCAL STANDARDS AND SPECIRCAllONS. THE CONllRACTOR SHALL HA'.1E IN POSSESSION AT THE JOB SITE AT ALL TIMES ONE (1) SIGNED COPY OF APPROVED PLANS, STANDARDS AND SPECIFICATIONS. CONllRACTOR SHALL CONSTRUCT AND MAINTAIN EMERGENCY ACCESS ROUTES TO THE SITE AND STRUCTURE AT ALL TIMES PER THE APPLICABLE FIRE PROTECTION DISTRICT REQUIREMENTS. THE CONTRACTOR SHALL OBTAIN \\1RITTEN APPROVAL FOR ANY VARIANCE TO THE ABOVE DOCUMENTS. NOTIFY ENGINEER OF ANY CONFLICTING STANDARDS OR SPECIFlCATIONS. IN THE E'.1ENT OF ANY CONFLICllNG STANDARD OR SPECIFICAllON, THE MORE SllRINGENT OR HIGHER QUALITY STANDARD, DETAIL OR SPECIFICAllON SHALL APPLY.
2. THE CONllRACTOR SHALL OBTAIN, AT HIS OWN EXPENSE, ALL APPLICABLE CODES, LICENSES, STANDARD SPECIFICAllONS, PERMITS, BONDS, ETC., WHICH ARE NECESSARY TO PERFORM THE PROPOSED WORK, INCLUDING, BUT NOT LIMITED TO A LOCAL AND STATE GROUNDWATER DISCHARGE AND COLORADO DEPARTMENT OF HEALTH AND ENVIRONMENT (CDPHE) STORMWATER DISCHARGE PERMIT ASSOCIATED \11TH CONSTRUCTION ACTIVITY.
3. THE CONllRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE REQUIRED PARTY (0\\1NER, 0\\1NER'S REPRESENTA11'.1E, MUNICIPAL/IDISTRICT INSPECTOR, GEOTECHNICAL ENGINEER, ENGINEER AND/OR UTILITY 0\\1NER) AT LEAST 48 HOURS PRIOR TO START OF ANY CONSTRUCTION. PRIOR TO BACKFILLING, AND AS REQUIRED BY JURISDICTIONAL AUTHORITY AND/OR PROJECT SPECIFICAllONS. THE CONllRACTOR SHALL CONTINUE \11TH NOTIFICATIONS THROUGHOUT THE PROJECT AS REQUIRED BY THE STANDARDS AND SPECIFICATIONS.
4. THE LOCA liONS OF EXISTING UTILITIES ARE SH0\\1N IN THE APPROXIMATE LOCA llON BASED ON INFORMATION BY OTHERS. NOT ALL UllLillES MAY BE SHOWN. THE CONllRACTOR SHALL DETERMINE THE EXACT SIZE, LOCATION AND TYPE OF ALL EXISllNG UTILITIES WHETHER SH0\\1N OR NOT BEFORE COMMENCING WORK. THE ENGINEER AND/OR OWNER ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OR COMPLETENESS SH0\\1N ON PLANS. THE CONTRACTOR SHALL BE FULLY AND SOLELY RESPONSIBLE FOR ANY AND ALL DAMAGES AND COSTS WHICH MIGHT OCCUR BY THE CONllRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESER'.1E ANY AND ALL UTILITIES. THE CONTRACTOR SHALL NOTIFY ALL PUBLIC AND PRIVATE UTILITY COMPANIES AND DETERMINE THE LOCATION OF ALL EXISTING UTILITIES PRIOR TO PROCEEDING WITH GRADING AND CONSllRUCllON. ALL WORK PERFORMED IN THE AREA OF UTILITIES SHALL BE PERFORMED AND INSPECTED ACCORDING TO THE REQUIREMENTS OF THE UllLITY 0\\1NER. LIKE~SE,
THE CONllRACTOR SHALL BE RESPONSIBLE FOR LOCAllNG AND MAPPING ANY EXISTING UTILITY (INCLUDING DEPTH) WHICH MAY CONFLICT \11TH THE PROPOSED CONSllRUCTION, AND FOR RELOCAllNG ENCOUNTERED UllLillES AS DIRECTED BY THE ENGINEER. CONTRACTOR SHALL CONTACT AND RECEIVE APPROVAL FROM THE CITY OF RIFLE, THE OWNER, AND ENGINEER BEFORE RELOCATING ANY ENCOUNTERED UTILITIES. CONllRACTOR RESPONSIBLE FOR SER~CE CONNECTIONS, AND RELOCATING AND RECONNECTING AFFECTED UTILillES AS COORDINATED \11TH UTILITY 0\\1NER AND/OR ENGINEER, INCLUDING NON-MUNICIPAL UTILITIES (TELEPHONE, GAS, CABLE, ETC., WHICH SHALL BE COORDINATED \11TH THE UTILITY 0\\1NER). THE CONllRACTOR SHALL IMMEDIATELY CONTACT ENGINEER UPON DISCOVERY OF A UllLITY DISCREPANCY OR CONFLICT. AT LEAST 48 HOURS PRIOR TO CONSllRUCllON, THE CONTRACTOR SHALL NOTIFY THE UTILITY NOTIFICATION CENTER OF COLORADO (1-800-922-1987, WWW.UNCC.ORG).
5. THE CONllRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS AT AND ADJACENT TO THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING THE PERFORMANCE OF THE WORK. THE CONTRACTOR SHALL PREPARE A llRAFFIC CONllROL PLAN FOR OWNER AND/OR CITY APPROVAL AND PR0'.1DE ALL LIGHTS, SIGNS, BARRICADES, FENCING, FLAGMEN OR OTHER DE'.1CES NECESSARY TO PR0'.1DE FOR PUBLIC SAFETY. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE CONTRACTOR AGREES TO COMPLY \lATH THE PROV1SIONS OF THE llRAFRC CONllROL PLAN AND THE LATEST EDITION OF THE "MANUAL ON UNIFORM llRAFFIC CONllROL OE'.1CES," PART VI, FOR CONSTRUCTION SIGN AGE AND llRAFFIC CONTROL. ALL TEMPORARY AND PERMANENT TRAFFIC SIGNS SHALL COMPLY TO THE MANUAL ON UNIFORM llRAFFIC CONllROL DE'.1CES (MUTCD) \lATH REGARD TO SIGN SHAPE, COLOR, SIZE, LEmRING, ETC. UNLESS OTHER\\1SE SPECIFIED. IF APPLICABLE, PART NUMBERS ON SIGNAGE DETAILS REFER TO MUTCD SIGN NUMBERS.
6. THE CONllRACTOR SHALL BE RESPONSIBLE FOR REMOV1NG ANY GROUNDWATER ENCOUNTERED DURING THE CONSllRUCllON OF ANY PORTION OF THIS PROJECT. GROUNDWATER SHALL BE PUMPED, PIPED, REMOVED AND DISPOSED OF IN A MANNER WHICH DOES NOT CAUSE FLOODING OF EXISTING STREETS NOR EROSION ON ABUTTING PROPERTIES IN ORDER TO CONSllRUCT THE IMPR0'.1EMENTS SH0\\1N ON THESE PLANS. GROUNDWATER TO BE PUMPED SHALL BE TESTED, PERMimO, AND PUMPED PER THE STATE OF COLORADO AND LOCAL GROUNDWATER DISCHARGING PERMIT REQUIREMENTS.
7. RIM AND GRATE ELEVATIONS SHOWN ON PLANS ARE APPROXIMATE ONLY AND ARE NOT TO BE TAKEN AS FINAL ELEVAllONS. THE CONTRACTOR SHALL ADJUST RIMS AND OTHER IMPROVEMENTS TO MATCH FlNAL PAVEMENT AND FINISHED GRADE ELEVAllONS.
B. THE EXISTING AND PROPOSED ELEVATIONS OF FLATWORK, SIDEWALKS, CURBS, PA\1NG, ETC. AS SH0\\1N HEREON ARE BASED ON EXllRAPOLAllON OF FIELD SUR'.1EY DATA AND EXISTING CONDITIONS. AT CRITICAL AREAS, SUCH AS ADA ROUTES, AND SITE FEATURES, CONllRACTOR SHALL HAVE FORMWORK INSPECTED AND APPR0'.1ED BY 0\\1NER, 0\\1NER'S REPRESENTATIVE, OR ENGINEER PRIOR TO PLACING CONCRETE. MINOR ADJUSTMENTS, AS APPROVED, TO PROPOSED GRADES, IN'.1ERTS, ETC. MAY BE REQUIRED TO PREVENT PONDING OR SLOPE NOT IN CONFORMANCE ~TH MUNICIPAL STANDARDS. ALL FLATWORK MUST PRE'.1ENT PONDING AND PR0'.1DE POSI11'.1E DRAINAGE AWAY FROM EXISTING AND PROPOSED BUILDINGS, WALLS, ROOF DRAIN OUTFALLS, ACROSS DRIVES AND WALKS, ETC., TOWARDS THE PROPOSED INTENDED DRAINAGE FEATURES AND CONVEYANCES.
9. F1NAL LIMITS OF REQUIRED ASPHALT SAWCUTllNG AND PATCHING MAY VARY RROM LIMITS SH0\\1N ON PLANS. CONllRACTOR TO PROV1DE SAWCUT AND PATCH WORK TO ACHIEVE POSillVE DRAINAGE AND A SMOOTH TRANSITION TO EXISTING ASPHALT \\1THIN SLOPES ACCEPTABLE TO THE ENGINEER AND \\1THIN MUNICIPAL STANDARDS. CONllRACTOR SHALL PROV1DE ADDillONAL SAWCUTllNG AND PATCHING AT UTILITY WORK, CONNECTION POINTS TO EXISTING PA'.1EMENT AND FEATURES, ETC. THAT MAY NOT BE DELINEATED ON PLANS.
10. ANY EXISTING MONITORING WELLS, CLEANOUTS, VALVE BOXES, ETC. TO BE PROTECTED AND TO REMAIN IN SER'.1CE. IF FEATURES EXIST, EXTEND OR LOWER TO FINAL SURFACE ~TH LIKE KIND CAP \11TH STANDARD CAST ACCESS LID \11TH SAME MARKINGS. IN LANDSCAPED AREAS PROV1DE A CONCRETE COLLAR (18"x18"x6" THICK) AT ALL EXISTING AND PROPOSED MONITORING WELLS, CLEANOUTS, VALVE BOXES, ETC.
11. OWNER TO APPR0'.1E ALL PRIVATE CONCRETE FINISHING, JOINT PATTERNS AND COLORING REQUIREMENTS PRIOR TO CONSllRUCTION. SUBMIT JOINT LAYOUT PLAN TO 0\\1NER FOR APPROVAL PRIOR TO CONSllRUCllON.
12. ALL SURPLUS MATERIALS, TOOLS, AND TEMPORARY SllRUCTURES, FURNISHED BY THE CONllRACTOR, SHALL BE REM0'.1ED RROM THE PROJECT SITE BY THE CONTRACTOR. ALL DEBRIS AND RUBBISH CAUSED BY THE OPERATIONS OF THE CONTRACTOR SHALL BE REMOVED, AND THE AREA OCCUPIED DURING CONSTRUCTION ACTI\1TIES SHALL BE RESTORED TO ITS ORIGINAL CONDITION, WITHIN 48 HOURS OF PROJECT COMPLEllON, UNLESS OTHER\\1SE DIRECTED BY THE MUNICIPALITY OR OWNER'S REPRESENTATIVE.
13. THE CONllRACTOR IS REQUIRED TO PR0'.1DE AND MAINTAIN EROSION AND SEDIMENT CONTROL MEASURES IN ACCORDANCE \11TH THE LOCAL JURISDICTION, THE STATE OF COLORADO, URBAN DRAINAGE AND FLOOD CONllROL DISllRICT "URBAN STORM DRAINAGE CRITERIA MANUAL VOLUME 3", THE M-STANDARD PLANS OF THE COLORADO DEPARTMENT OF llRANSPORTATION, AND THE APPR0'.1ED EROSION CONTROL PLAN. JURISDICTIONAL AUTHORITY MAY REQUIRE THE CONllRACTOR TO PR0'.1DE ADDITIONAL EROSION CONllROL MEASURES AT THE CONllRACTOR'S EXPENSE DUE TO UNFORESEEN EROSION PROBLEMS OR IF THE PLANS DO NOT FUNCTION AS INTENDED. THE CONllRACTOR IS RESPONSIBLE FOR PROHIBITING SILT AND DEBRIS LADEN RUNOFF RROM LEA'.1NG THE SITE, AND FOR KEEPING ALL PUBLIC AREAS RREE OF MUD AND DEBRIS. THE CONllRACTOR IS RESPONSIBLE FOR RE-ESTABLISHING FINAL GRADES AND FOR REM0'.1NG ACCUMULATED SEDIMENTATION FROM ALL AREAS INCLUDING SWALES AND DETENTION/WATER QUALITY AREAS. CONTRACTOR SHALL REM0'.1E TEMPORARY EROSION CONllROL MEASURES AND REPAIR AREAS AS REQUIRED AFTER VEGETAllON IS ESTABLISHED AND ACCEPTED BY OWNER AND MUNICIPALITY.
14. ADA COMPLIANCE: THE CROSS-SLOPE OF ALL WALKS MUST BE 2.0% MAX. PERPENDICULAR TO DIRECTION OF 11RA'.1EL. MAXIMUM GRADE OF HANDICAPPED ACCESSIBLE WALKS MUST BE 5.0% MAX. IN DIRECTION OF TRA'.1EL. MAXIMUM GRADE OF ALL HANDICAP RAMPS IS 8.3% 0'.1ER A MAXIMUM 6" RISE. MAXIMUM GRADE AT HANDICAP PARKING IS TYPICALLY 2.0% IN ALL DIRECllONS. CONTRACTOR TO NOTIFY ENGINEER PRIOR TO PLACEMENT OF FLA TWORK OF SITE CONDITIONS OR DISCREPANCIES WHICH PREVENT TYPICAL REQUIRED GRADES FROM BEING ACHIEVED. ALL RAMPS, STAIRS AND RAILING SHALL BE CONSllRUCTED IN ACCORDANCE WITH CURRENT ADA STANDARDS.
15. BENCHMARK INFORMATION: TOPOGRAPHIC INFORMATION WAS PR0'.1DED BY BOOKCLIFF SUR'.1EY SER'.1CES, INC.. SEE EXISllNG CONDillONS SUR'.1EY DATED 03/24/2003. PROJECT BENCHMARK ELEVATION: 5440.89 ON THE SOUTHWEST CORNER OF THE COLORADO STATE VETERANS NURSING HOME PROPERTY, A REBAR AND CAP LS NO. 31143 IN PLACE. DATUM PER SUR'.1EY. COORDINATE AND '.1ERIFY ALL VERTICAL AND HORIZONTAL DATA SH0\\1N IN SUR'.1EY AND REPORT ANY IRREGULARITIES OR DISCREPANCIES TO ENGINEER PRIOR TO CONSllRUCllON.
16. HORIZONTAL CONllROL INFORMATION: HORIZONTAL CONllROL COORDINATES ARE BASED ON THE REFERENCED SURVE'f AND ARE PROV1DED BY THE FOLLOWING POINTS AS SHOWN ON THE PLANS:
CP-1 N11237.25 E21771.53 El 5440.89' (REBAR AND CAP) CP-2 N11040.66 E22308.60 El 5412.4' (REBAR AND CAP) CP-2 N10942.50 E22671.14 EL: 5383.5' (REBAR AND CAP)
BASIS OF BEARINGS: SEE REFERENCED SURVEY.
17. PROTECT ALL llREES AND VEGETATION. PLACE CONSllRUCllON FENCING AT DRIP LINE OF TREES AND PLANTS NEAR THE WORK ZONE. DEEP WATER TREES WEEKLY. HAND EXCAVATION REQUIRED AT ROOT ZONES WHERE PROPOSED PA\1NG OR UTILITY WORK IS \\1THIN DRIPLINE OF llREES.
817 Colorado Ave, Suite 301
Glenwood Spring•, CO 81601
Phone: 970.404.3100
www.jvaJw.com E-mail: lnfo@jva.]va.com
5440
5442
5444
5444
5446
5446
5438
Flow Pan
Flow Pan
Edge of Landscaping
Chain Link Fence
Aspha
lt Par
king
A/C
Units
Dumpster
Concre
te Dec
k
with C
anop
y
Concrete Padwith Gazebo
Cooler
Planter
Cooler
Cooler
Irrigation Shutoff
Irrigation Hydrant
3" Dia. PVC& Concrete Pan
Edge of Asphalt
Electric Transformer
Dryer Vent
Gas Meter
Telephone Pedestal
Steel Handrail
Cleanout
Drain
Drain
Drain
X
X X
X
X
Finish FloorElevation=5437.2'
Finish FloorElevation=5448.1'
Finish FloorElevation=5448.2'
Finish FloorElevation=5448.1'
31.3'22.4'
44.9
'
38.6
'18.9'
15.2'23.7
'
28.8
'
20.2' 19.9'
24.2
'
14.0
'
36.0
'
13.0
'
10.4'
N 89°41'13" E 303.58'
Entryway
Steel Handrail
Infectious Waste Disposal
State Veterans Nursing Home Sign
Irrig. Control Boxes
Fire Department Connection
PROJECT NUMBER
DRAWN BY
DATE
REVISIONS
SHEET TITLE
SHEET NUMBER
Boulder Associates, Inc.
www.boulderassociates.com
Architecture + Interior Design
1426 Pearl Street, Suite 300
Boulder , Colorado 80302
303.499.7795
PROJECT
#
TT
LB
v.20150126
TH
IS
LIN
E IS
1 IN
CH
LO
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W
HE
N P
RIN
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D T
O F
ULL S
CA
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851 E 5TH STREET
RIFLE, CO 81650
152732.00
2545c - JVA
February 1, 2017
SVCLC AT RIFLE
RESIDENT
SAFETY &
ACCESSIBILITY
IMPROVEMENTS
100%CONSTRUCTIONDOCUMENTS
DESCRIPTION DATE
RMM - JVA
JVA, Incorporated817 Colorado Ave, Suite 301Glenwood Springs, CO 81601
Phone: 970.404.3100
www.jvajva.com E-mail: [email protected]
CONSULTING ENGINEERS
4/25/2017 10:07:31 A
MK
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R
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GRADING AND
DRAINAGE PLAN
C1.0
1C-WEST COMMENTS 03.28.2017
Flow Pan
Flow Pan
Edge of Landscaping
Chain Link Fence
Aspha
lt Par
king
A/C
Units
Dumpster
Concre
te Dec
k
with C
anop
y
Concrete Padwith Gazebo
Cooler
Planter
Cooler
Cooler
Irrigation Shutoff
Irrigation Hydrant
3" Dia. PVC& Concrete Pan
Edge of Asphalt
Electric Transformer
Dryer Vent
Gas Meter
Telephone Pedestal
Steel Handrail
Cleanout
Drain
Drain
Drain
X
X X
X
X
Finish FloorElevation=5437.2'
Finish FloorElevation=5448.1'
Finish FloorElevation=5448.2'
Finish FloorElevation=5448.1'
31.3'22.4'
44.9
'
38.6
'18.9'
15.2'23.7
'
28.8
'
20.2' 19.9'
24.2
'
14.0
'
36.0
'
13.0
'
10.4'
N 89°41'13" E 303.58'
Entryway
Steel Handrail
Infectious Waste Disposal
State Veterans Nursing Home Sign
Irrig. Control Boxes
Fire Department Connection
PROJECT NUMBER
DRAWN BY
DATE
REVISIONS
SHEET TITLE
SHEET NUMBER
Boulder Associates, Inc.
www.boulderassociates.com
Architecture + Interior Design
1426 Pearl Street, Suite 300
Boulder , Colorado 80302
303.499.7795
PROJECT
#
TT
LB
v.20150126
TH
IS
LIN
E IS
1 IN
CH
LO
NG
W
HE
N P
RIN
TE
D T
O F
ULL S
CA
LE
851 E 5TH STREET
RIFLE, CO 81650
152732.00
2545c - JVA
February 1, 2017
SVCLC AT RIFLE
RESIDENT
SAFETY &
ACCESSIBILITY
IMPROVEMENTS
100%CONSTRUCTIONDOCUMENTS
DESCRIPTION DATE
RMM - JVA
JVA, Incorporated817 Colorado Ave, Suite 301Glenwood Springs, CO 81601
Phone: 970.404.3100
www.jvajva.com E-mail: [email protected]
CONSULTING ENGINEERS
HORIZONTAL
CONTROL PLAN
C2.0
PROJECT NUMBER
DRAWN BY
DATE
REVISIONS
SHEET TITLE
SHEET NUMBER
Boulder Associates, Inc.
www.boulderassociates.com
Architecture + Interior Design
1426 Pearl Street, Suite 300
Boulder , Colorado 80302
303.499.7795
PROJECT
#
TT
LB
v.20150126
TH
IS
LIN
E IS
1 IN
CH
LO
NG
W
HE
N P
RIN
TE
D T
O F
ULL S
CA
LE
851 E 5TH STREET
RIFLE, CO 81650
152732.00
2545c - JVA
February 1, 2017
SVCLC AT RIFLE
RESIDENT
SAFETY &
ACCESSIBILITY
IMPROVEMENTS
100%CONSTRUCTIONDOCUMENTS
DESCRIPTION DATE
RMM - JVA
4/25/2017 10:08:14 A
MK
:\2545c-C
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D2.0.dw
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SITE DETAILS
CD2.0
12" (TYP)
1-1/2'' R
12"
2'-6"
2'-o"
4-1/2"
1" I FT ... . . ..
. . ;-·._ -... ,. .... • .. ~- '
COMPACTIED SUBGRADE SPILL GUffiR AT 1/2" PER FT
2' CURB AND GUTTER
1'-6"
4--1/2"
• IL ;;; •
"' "' • • ·-N ..
" ;., . , . (TYP) • •
\ . \ SPILL GUTTIER AT
COMPACTIED SUBGRADE 1/2" PER FT
1' CURB AND GUTTER 10'-0" MAX 5'-0" MIN
1" 1" BACK OF CURB
FLOW LINE CONTRACTION JOINT
NOTES: 1. COMPACT SUBGRADE PER GEOTIECH RECOMMENDATIONS. 2. SEE DETAILS THIS SHEET FOR JOINT DETAILS.
~~RB AND GUTTER DETAIL@
FORM ROLLED OR VERTICAL CURB
A ~
~
CATCH GUTTER
2'-0" MIN 5'-0" MAX
0.08 (1' GUTTER) MJ~.,-.:.,->.':'":JJ 0.16 (2' GUffiR)
SECTION A-A
l
AS INDICA TIED IN PLANS
SPILL GUTTER
2'-0" MIN
SPILL GUTTIER AT 1/2"/FT
B ~
~
~~TTER CATCH SPILL TRANSITION DETAIL@
~ 0 z w w "'
NOTES:
ASPHALT PAVING COOT CLASS 6 BASE COURSE
COMPACTIED SUBGRAD
ASPHALT PAVING COOT CLASS 6 BASE COURSE
1. COMPACT SUBGRADE PER GEOTECH RECOMMENDATIONS. 2. HEAVY DUTY SECTION TO BE USED IN ALL DRIVEWAYS. LIGHT
DUTY SECTION MAY BE USED IN PARKING AREAS
~rsSPHAL T PAVING SECTION DETAIL@
NON-SLIP RAISED PATTERN STEEL TREAD PLA TIE, FOR THICKNESS SEE CHART
6" COMPACTIED SUBGRADE
• • • • ' • ,.,. ~ -. .•
' •
6" VARIES
1/2" X 1" FLATHEAD MACH SCREW BRASS OR ELECTRO-GALVANIZED
2• FINISH, 2' D.C.
' •
6"
WIDTH OF TREAD PLA TIE OPENING THICKNESS
6" 3/8" 6"-12" 1/2" 12"-18" 9/16"
r:;~~~'::L'::L~i:ZZ~~~~· ~ ANGLE IRON TO BE [ DRILLED AND THREADED
· .'. TO ALLOW SCREW
NOTE:
#3 6" LONG WELDED TO ANGLE IRON AT 18" O.C. EACH SIDE (1/2" ANCHOR BOLT MAY BE USED.)
1. SUBGRADE COMPACTION PER GEOTIECH RECOMMENDATIONS 2. CONCRETE SHALL BE COOT CLASS B
CONCRETIE TO BE DRILLED TO ALLOW FOR SCREW
3. 6" TYPICAL, ADJUST DEPTIH AS NEEDED TO MATCH EXISTING CONCRETIE PAN AND PROVIDE POSITIVE DRAINAGE
~~ASE FORMING SECTION DETAIL@
UNIFORM SAWCUT EXIST ASPHALT
PRIOR TO PAVING TACKIFIER
ASPHALT PAVEMENT
2'-0" MILL &
OVERLAY (2" THICK)
EXIST PAVEMENT SURFACE
N
~ 0 z w w "'
NOTE:
EXIST ASPHALT
1. MATCH EXIST ASPHALT DEPTH UNLESS OTHER\\1SE SPECIFIED. 2. COMPACT SUBGRADE PER GEOTIECH RECOMMENDATIONS.
~~PHALT •r PATCH DETAIL@
: ~ T-- h,-,..~--,.,-, -:,-. ...,,...,., .-, ..., __ ,,--,,--,-. "'"'·"'"··. -. _--,. -1. I- 1- '·: _.·:_ • .- '~ • • . '• ~·- -• ..... o8J .. •·.··· .•. ·· .-··-- --~- ~·· . :ZCl -~.:·:_/' .; • •••.•• ··---._. _·=·.-·. ~ ~ .. ·:'."- :. -.... . .. ;,-_ ... ;_~-. -~---· .•. -_- .· ~- . "'~~-r·7·~·F·7··~,~·7·~·7·~~·7·~7/~7-~'
COMPACTED SUBGRAD
y~»»»»'~»»»j: //'«'0:'«'~~'«'«00' NOTES: CONCRETIE THICKNESSES:
4" FOR WALKS 6" CDOT CLASS D OVER 4" CDOT CLASS 6 BASE COURSE FOR HEAVY DUTY AREAS
1. COMPACT SUBGRADE PER GEOTIECH RECOMMENDATIONS. 2. SEE CONTRACTION JOINT AND EXPANSION JOINT DETAILS 3. HEAVY DUTY AREAS INCLUDES DRIVES
~r?NCRETE PAVING SECTION DETAI'@
NC. CURB~ co CONCRETIE PA VEMENT ~
'o/'~"Xs
~
1-1/2"
4-1/2"
~ 1-1/2'' R ••
f. • . . . .
. . . . '
~ . -.' .' . . .,
•
• 0 I -~
~RTICAL CURB DETAIL®
I I FLOW
PLAN (NTS)
~1 TOP BACK OF CURB SEE PLAN 1'
I I / FLOW
FL0\\1UNE _./ / LIP OF GUffiR _/
TOP OF CURB
SEE PLAN
DEPRESS CURB HEAD TO FLOWLINE AS SH0\\1N
ELEVATION (NTS)
LIP OF GUffiR
BOTTOM OF GUTTER
CURB CUT DETAIL NTS
TOOLED JOINT OR
SAWCUT 1/B"
z't<- r--"'*'---=-___, "" -~.., ...... ;' ~·
• • • · . . R=1/B" ._ ... -····· ,.· -~- ·-· . ,· _-. .
., , .. ' ~- ·•·' ·-. --,-_. -~... • 'e
. - .. : . .. - -. ·"·.~ __ ,{', ... ,
NOTE: CONTRACTION JOINTS AT INTIERVAL TO MATCH WIDTH OF SIDEWALK (TYP).
CONTRACTION JOINT DETAIL ED NTS
NON-UNIFORM SURFACE
SEAL EXPANSION JOINT W/ POLYURETHANE JOINT SEALANT 1/2" DEEP X 1/2" WIDE
1/2" PREFORMED NON-EXTRUDING AND RESILIENT TYPE JOINT MATERIAL TO MEET AASHTO SPEC. M-213.
EXIST BLDG OR STRUCWRE
SEAL EXPANSION JOINT W/ POLYURETHANE JOINT SEALANT 1/2" DEEP X 1/2" \\1DE
1/2" PREFORMED NON-EXTRUDING AND RESILIENT TYPE JOINT MATIERIAL TO MEET AASHTO SPEC. M-213.
AGAINST NON-UNIFORM SURFACE AGAINST STRUCTURE
NOTES:
SEAL EXPANSION JOINT W/ POLYURETHANE JOINT SEALANT
1/2" DEEP X 1/2" \\1DE
1/B" R
·-. . .. _,. ' -· -..
1 /2" PREFORMED NON-EXTRUDING AND RESILIENT TYPE JOINT MATERIAL TO MEET AASHTO SPEC. M-213.
: . . .. . .. . - .
. ·- :-
1. EXPANSION JOINTS EVERY 100' MAX AND \\1HEREVER SIDEWALK ABUTS EXISTING & PROPOSED CONCRETIE STRUCTURES (TYP) - SEE PLAN
2. REMOVE PLASTIC FORMING MATERIAL ("ZIP STRIPS") FROM PREFORMED JOINT MA TIERIAL PRIOR TO PLACING SEALANT
.. -' .•.... ,. .. • •• 4 _. •. _ <;-' - ' -
FLATWORK
EXPANSION JOINT DETAIL ED NTS
24"
3" SOLID \\1HITIE LINES
~rsANDICAP SYMBOL DETAIL@
817 Colorado Ave, Suite 301
Glenwood Springs, C:O 81601
Phone: 970.404.3100
www.jvajw.com E-mail: lnfo@l]va.]va.com
Flow Pan
Edge of Landscaping
Rock Retaining Wall
Steel Handrail
Drain
X
Elevation=5448.1'
Elevation=5437.2'
31.3'22.4'
20.2' 19.9'
20.2'
24.2
'
14.0
'
36.0
'
13.0
'
10.4'
Entryway
Fire Department Connection
LANDSCAPE MATERIAL KEYNOTES
PAVING
1.1 INTEGRAL COLORED CONCRETE PAVEMENT WITH SAW CUTV-GROVE JOINTS, DAVIS COLOR #641 (SEQUOIA SAND), LIGHTBROOM FINISH; RE CIVIL DETAILS & SPEC.
1.2 ASPHALT PAVEMENT: RE CIVIL PLANS, DETAILS AND SPEC.
1.3 2-3" ROUND RIVER ROCK, MIXED COLORS, LAID ON WEEDFABRIC - DEPTH AS NECESSARY TO FILL VOID
PLANTING
2.1 SHRUB, PERENNIAL & ORNAMENTAL GRASS PLANTING WITHMINERAL MULCH ON WEED BARRIER FABRIC, RE. DET. 3, DWG.L1.1 & SPEC.
SITE AMENITIES
3.1 FLAGPOLE: RELOCATED FLAGPOLE - INSTALL PERMANUFACTURER'S STANDARDS AND WIND LOADREQUIREMENTS, RE. DET. 1, DWG. L1.1
3.2 BOLLARDS: 12" DIA. x 36" HIGH PRECAST CONCRETE BOLLARD,RE. DET. 3, DWG. L1.1
Flow Pan
Edge of Landscaping
Rock Retaining Wall
Steel Handrail
Drain
X
Elevation=5448.1'
Elevation=5437.2'
31.3'22.4'
20.2' 19.9'
20.2'
24.2
'
14.0
'
36.0
'
13.0
'
10.4'
Entryway
Fire Department Connection
PLANT TYPE SIZE MATURE HEIGHT WATER REQ.SPACING SUN ASPECT
EVERGREEN SHRUB
JH 12 JUNIPERUS HORIZONTALIS 'BLUE CHIP' #5 CONTAINER LOWBLUE CHIP JUNIPER 6' O.C. <1'-S
DECIDUOUS SHRUBS
CCD 24 CARYOPTERIS X CLANDONENSIS 'DARK KNIGHT' #5 CONTAINER LOWDARK KNIGHT BLUE MIST SPIREA 30" O.C. 3-4'-Su
PFJ 31 POTENTILLA FRUTICOSA 'JACKMANNII' #5 CONTAINER LOWJACKMANN POTENTILLA 30" O.C. 2-3'-Su
PFP 5 POTENTILLA FRUTICOSA 'PINK BEAUTY' #5 CONTAINER LOWPINK BEAUTY POTENTILLA 30" O.C. 2-3'-Su
RAG 24 RIBES ALPINUM 'GREEN MOUND' #5 CONTAINER LOWGREEN MOUND CURRANT 30" O.C. 3-4'-Su-FSh
RAL 22 RHUS AROMATICA 'GRO-LOW' #5 CONTAINER LOWGROW LOW SUMAC 36" O.C. 2-3'-Su
SJG 18 SPIRAEA JAPONICA 'GOLD FLAME'' #5 CONTAINER MEDGOLDFLAME SPIREA 30" O.C. 2-3'-Su-FSh
SPM 7 SYRINGA PATULA 'MISS KIM' #5 CONTAINER LOWMISS KIM LILAC 48" O.C. 3-5'-Su
PERENNIALS
CHL 27 CHASMANTHIUM LATIFOLIUM #1 CONTAINER MEDNORTHERN SEA OATS 24" O.C. 2-3'-S
HSO 25 HEMEROCALLIS 'STELLA DE ORO' #1 CONTAINER LOWDWARF GOLD DAYLILY 18" O.C. 2'-S
PNU 18 PAPAVER NUDICAULE #1 CONTAINER MEDICELAND POPPY 18" O.C. 1-2'-S
SSB 25 SCHIZACHYRIUM SCOPARIUM 'BLAZE' #5 CONTAINER LOWBLAZE LITTLE BLUESTEM GRASS 24" O.C. 3-4'-S
SPACING: PLANT SYMBOLS SYMBOLIZE RECOMMEND SPACING BASED ON MATURE GROWTH
PLANT LEGEND
PROJECT NUMBER
DRAWN BY
DATE
REVISIONS
SHEET TITLE
SHEET NUMBER
Boulder Associates, Inc.
www.boulderassociates.com
Architecture + Interior Design
1426 Pearl Street, Suite 300
Boulder , Colorado 80302
303.499.7795 F 303.499.7767
PROJECT
REV
152732.00
J. OUELLETTE
02/01/2017
L1.0
VETERANS
COMMUNITY LIVING
CENTER AT RIFLE
851 EAST 5TH STREET
RIFLE, CO
81650
100%CONSTRUCTIONDOCUMENTS
DESCRIPTION DATE
LANDSCAPE PLAN
Ouellette & Associates, Inc.
605 Ithaca Drive
Boulder, Colorado 80305
SCALE: 1" = 10'-0"1
LANDSCAPE PLAN
1.1
1.1
1.1
3.1
8'-0"
8'-0
"
26'-2"
R5'-0"
8'-0"
15'-0
"
CLC/L
3.2
1.2
1.2
2.1
2.1
2.1
2.1
2.2
SCALE: 1" = 10'-0"2
PLANTING PLAN
7 HSO6 RAG
4 RAL4 CCD
6 RAG
6 RAL
13 CHL
7 JH
6 SJG
9 PFJ
4 HSO7 PFJ
10 SSB2 SPM
1 JH
9 HSO
14 SSB
7 CHL
7 CCD
6 RAL
6 RAG
18 PNU
6 RAG
6 RAL
5 CCD
5 HSO
7 CHL
9 PFJ
4 JH
3 SJG
EQ
.E
Q.
C/L
EDGE OF ASPHALT, RE.CIVIL DWG.
5 PFP
6 PFJ
3 SPM
9 SJG
2 SPM
EQ
.E
Q.
EQ. EQ.
SCORE JOINT @MIDPOINT, TYP.
ALIGN JOINTS W/CENTERPOINT, TYP.
8'-0
"8'
-0"
8'-0
"
EQ
.E
Q.
6'-0
"6'
-0"
3'-6"
1'-3"
1'-0
"
1'-0
"2'-0"
NN NN
2 EQ
UAL
90.00°
8'-0
"8'
-0"
7'-3
"
8'-0"
5 CCD
1.1
1.3
1. CONTRACTOR SHALL VERIFY THE LOCATION AND ELEVATION OF ALL EXISTING UTILITIESPRIOR TO CONSTRUCTION.
2. ALL LANDSCAPE AREAS SHALL BE IRRIGATED WITH AN UNDERGROUND, PRESSURIZEDAUTOMATIC IRRIGATION SYSTEM. IRRIGATION DESIGN IS TO BE PROVIDED BY LANDSCAPECONTRACTOR.
3. ALL LANDSCAPING AND IRRIGATION TO CONFORM TO CURRENT ASSOCIATED LANDSCAPECONTRACTORS OF COLORADO STANDARDS AND SPECIFICATIONS
4. EQUAL PART MIXTURE OF ROUND-UP AND 2-4-D DILUTED AS PER MANUFACTURER'SRECOMMENDATIONS SHALL BE APPLIED TO ALL ACTIVELY GROWING WEEDS TWO WEEKSPRIOR TO ANY PLANT BED PREPARATION, CULTIVATION AND INSTALLATION OF PLANTMATERIAL.
5. ALL SHRUB BEDS ARE TO RECEIVE IMPORTED TOPSOIL OR IMPORTED, AMENDED TOPSOIL TOA DEPTH OF 8". PRIOR TO PLANTING SHRUB BEDS ARE ARE TO RECEIVE WEED FABRIC. MULCHFOR PLANT BEDS IS TO BE 3 INCH OF MINERAL MULCH. (SEE NOTE 14.)
6. EXCAVATE LANDSCAPE AREAS TO BE PLANTED AND REMOVE SPOIL TO A SUFFICIENT DEPTHTO RECEIVE TOPSOIL OR AMENDED TOPSOIL, (DEFINED AS TOPSOIL MIXED WITH COMPOSTAMENDMENT) AND TO REMOVE UNSATISFACTORY MATERIAL (INCLUDING STONES, ROADBASE, ASPHALT, CONCRETE AND TRASH) AND REMOVE FROM SITE. ALL LANDSCAPE AREASARE TO RECEIVE 8" MINIMUM OF AMENDED TOPSOIL. SCARIFY ALL AREAS TO RECEIVEAMENDED TOPSOIL TO A DEPTH OF 12" PRIOR TO PLACEMENT OF AMENDED TOPSOIL.
7. IMPORTED TOPSOIL IS TO BE A FRIABLE SANDY LOAM, FREE OF ROOTS, STONES LARGERTHAN 1/2 INCH, SUBSOIL, DEBRIS, WEEDS, AND FOREIGN MATTER. ACCEPTABLEELECTRO-CONDUCTIVITY RANGE IS TO BE BETWEEN 0 TO 4 mmhos. TOPSOIL IS TO CONTAINCONTAIN A MINIMUM OF 4 PERCENT AND A MAXIMUM OF 25 PERCENT ORGANIC MATTER.
8. COMPOST AMENDMENT FOR SHRUBS, GROUNDCOVERS, ORNAMENTAL GRASSES ANDPERENNIAL PLANT BEDS: CONTRACTOR IS TO ROTO-TILL TO A DEPTH OF EIGHT (8) INCHESINTO THE IMPORTED TOPSOIL 1 3/4" INCHES OF ORGANIC COMPOST. EXCAVATE SHRUB PITSAND BLEND SUBSOIL FROM PITS WITH COMPOST & EXISTING SOIL AND RETURN TO PIT.CONTRACTOR IS TO APPLY TOP DRESSING OF 1/2" OF COMPOST TO PLANT BED AREA PRIORTO PLANTING.
9. CONTRACTOR SHALL BACKFILL EXCAVATED SHRUB BEDS WITH AMENDED TOPSOIL.
10. SOIL PROFILE ABOVE ADJACENT CURBS AND PAVEMENTS: BEDS ARE TO BE MOUNDED TOENSURE DRAINAGE. PLANT BEDS ARE TO FILLED TO A DEPTH OF 6" -12" ABOVE ADJACENTEDGE OF CURB AND/OR HARD SURFACE AND SHAPED TO FORM A MOUNDED PLANTING AREAFROM THE CENTER OF PLANT BED TO ADJACENT CURB OR HARD SURFACE. SHRUB BED IS TOBE FINISHED WITH A 5:1 SLOPE FROM 2" MAX. BELOW ADJACENT CONCRETE TO FINISHGRADE. SOIL IS TO BE COMPACTED TO 85% MODIFIED PROCTOR (WHEEL ROLL) TO MINIMIZESETTLING. SHRUB BEDS ADJACENT TO BUILDINGS ARE TO DRAIN AWAY FROM BUILDING.
11. WEED FABRIC IS TO BE 3.5 OZ. SPINBOND, PERMEABLE MATERIAL BY LANDMASTER, OR EQUALAPPROVED. WEED FABRIC IS TO OVERLAP 6 INCHES AT SEAMS WITH NO GAPS AT EDGES.FABRIC IS TO BE PINNED IN PLACE WITH SOD STAPLE 5' ON CENTER AND IN ALL CORNERS.
12. SHRUBS AND TREES ARE TO SPACED AS SCALED FROM THE PLANTING PLAN.
13. MINERAL MULCH FOR SHRUB BEDS SHALL BE TAN GRANITE 3/4'' TO 1-1/2'' INSTALLED TO ADEPTH OF 3". MULCH SHALL BE FREE OF TRASH, STICKS, ROOTS OR OTHER DEBRIS. MULCH ISTO BE KEPT CLEAR OF CROWN OF INSTALLED PLANT MATERIAL TO AVOID HOLDING MOISTUREAGAINST BASE OF PLANT.
14. CONTRACTOR IS TO GUARANTEE ALL PLANT MATERIALS FOR A PERIOD OF ONE YEAR AFTERFINAL ACCEPTANCE OF WORK. REFER TO SPECIFICATION SECTION 329300 FOR MAINTENANCERESPONSIBILITIES DURING THE ONE YEAR DEFECTS PERIOD.
GENERAL NOTES
FLAGPOLE BUTT DIAMETER: 6"
2" CAP: WATERPROOF COMPOUND &HARDWOOD WEDGES
SPUN ALUMINUM COLLAR
6" DIAMETER TAPERED FLAGPOLE
GROUND SLEEVE ASSEMBLY: 16 GA.GALVANIZED CORRUGATED PIPE
3000 PSI CONCRETE
FINISHED GRADE / EXISTING SOD REINSTATED
COMPACTED SUBGRADE
1'-3" 1'-3"
MO
UN
TIN
G H
EIG
HT
T.B
.D.
DE
PTH
T.B
.D.
2'-0"
TAMPED DRY SAND BY INSTALLER
3/16" STEEL PLATE WWELDED TO SLEEVE
3/16" STEEL SUPPORT PLATE
LIGHTING GROUND SPIKE
EXISTING FLAGPOLE: INSPECTEXISTING FLAGPOLE FOR DAMAGEAND CONFIRM WITH OWNER THATALL MECHANICAL COMPONENTS OFTHE FLAG HALYARD SYSTEM ARE INGOOD WORKING ORDER PRIOR TORE-ERECTING FLAGPOLE
2'-6
"
FINISHED GRADE;RE. CIVIL DWG.
3/4" DIA. GALVANIZED STEELANCHORING ROD CAST INTOCONCRETE EXTENDING A MIN.OF 18" INTO CONCRETEFOOTING - REFER TOMANUFACTURER'S DETAIL FORINSTALLATION2'
-8"
12" DIA. CONCRETEFOOTER
1'-0"
PETERSEN MFG. CO., INC1800-832-7383
WWW.PETERSENMFG.COM
PROVIDE 12" SEALED EXPANSION JOINTAGAINST CONCRETE PAVEMENT
MORTAR LEVELING BED - SETLEVELING BED/ TOP OF FOOTERBELOW GRADE AS SHOWN
12" DIA. PRECAST CONCRETEBOLLARD - TYPE AL-1 BYPETERSON MANUFACTURING;COLOR & FINISH: DOVE GRAYETCHED; SET VERTICAL ANDLEVEL
2 X ROOTBALL
REMOVE ENTIRE POT, CONTAINER,OR WIRE BASKET AND 2 3 BURLAP.LOOSEN SIDES OF PLANT PIT ANDROOT BALL.
AMENDED TOPSOIL MIX, RE: SPECS
MINERAL MULCH LAYER; RE: SPECS
CONCRETE CURB, SIDEWALK OR EDGER:HOLD GRADE 2" BELOW EDGE
SET SHRUB ROOT COLLAR 1" HIGHERTHAN SURROUNDING GRADE
NOTE: BROKEN OR CRUMBLING ROOT BALLWILL BE REJECTED. REMOVING THE CONTAINEROR BASKET WILL NOT BE AN EXCUSE FORDAMAGED ROOT BALL. SHRUB PIT SIZE WILL BESTRICTLY ENFORCED BY LANDSCAPE ARCHITECT.
SUBGRADE SOIL LAYER; REFER TOSPECS. AND DWG. L0.0 PLANTINGNOTES FOR CULTIVATION IN PLANTBEDS
TILLED SUB SOIL LINE
2"8"
MIN
.
PROJECT NUMBER
DRAWN BY
DATE
REVISIONS
SHEET TITLE
SHEET NUMBER
Boulder Associates, Inc.
www.boulderassociates.com
Architecture + Interior Design
1426 Pearl Street, Suite 300
Boulder , Colorado 80302
303.499.7795 F 303.499.7767
PROJECT
REV
152732.00
J. OUELLETTE
02/01/2017
L1.1
VETERANS
COMMUNITY LIVING
CENTER AT RIFLE
851 EAST 5TH STREET
RIFLE, CO
81650
100%CONSTRUCTIONDOCUMENTS
DESCRIPTION DATE
LANDSCAPE PLAN
Ouellette & Associates, Inc.
605 Ithaca Drive
Boulder, Colorado 80305
SCALE: 3/4" = 1'-0"1FLAGPOLE INSTALLATION
SCALE: 1 1/2" = 1'-0"2PRECAST BOLLARD
SCALE: 1 1/2" = 1'-0"3
SHRUB, PERENNIAL & ORNAMENTAL GRASS PLANTINGNO SCALE
4GENERAL NOTES
(E) RETAINING WALL TO REMAIN
(E) COLUMN
(E) RAILING TO REMAIN
(E) D.S.
2A
1A
3
4
5
6
7
7
7
8
8
8
9A
6
10
4
1111START CURB AND GUTTER
DEMO, SEE CIVIL FOR EXACT
LOCATION
ADD ALTERNATE NO. 2: REMOVE AUTOMATIC SLIDER
DOORS.1A
KEYNOTE SYMBOLS
ADD ALTERNATE NO. 2 : REMOVE EXISTING HOLLOW
METAL DOORS, FRAME AND SIDELIGHTS. REMOVE ALL
WALL FRAMING UP TO THE BRICK LEDGE ABOVE DOOR
AND BRICK AT JAMBS.
2A
3 REMOVE EXISTING PAVERS
4 REMOVE EXISTING DOWNSPOUT AND GUTTER.
5REMOVE EXISTING FLAGPOLE AND FOUNDATION;
SALVAGE FOR REUSE. SEE LANDSCAPE.
6EXISTING CONCRETE SIDEWALK TO BE REMOVED, SEE
CIVIL
7
8
9A
REMOVE EXISTING ASPHALT PAVING AND CONCRETE CURB
AND GUTTER WHERE INDICATED, SEE NEW CIVIL
DRAWINGS FOR EXTENT.
REMOVE EXISTING METAL PIPE RAILING.
ADD ALTERNATE NO. 4: REMOVE EXISTING POLE LIGHT
AND BASE. SALVAGE POLE FOR REUSE. SEE ELECTRICAL
10REMOVE EXISTING PLAQUE, SALVAGE FOR
REINSTALLATION IN ADJACENT LOCATION
11REMOVE EXISTING ACESSIBLE SIGNAGE POLES AND
CONCRETE BASE.
PROJECT NUMBER
DRAWN BY
DATE
REVISIONS
SHEET TITLE
SHEET NUMBER
Boulder Associates, Inc.
www.boulderassociates.com
Architecture + Interior Design
1426 Pearl Street, Suite 300
Boulder , Colorado 80302
303.499.7795
PROJECT
REV
TT
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February 1, 2017
DEMO SITE PLAN
D1.1
SVCLC AT RIFLERESIDENTSAFETY &ACCESSIBILITYIMPROVEMENTS851 E. 5th STREETRIFLE, CO 81650
100%
CONSTRUCTION
DOCUMENTS
1/8" = 1'-0"D1.1
1 PORTE COCHERE - DEMO SITE PLAN
DESCRIPTION DATE