EMERG MTD emergency mounted FHMS FLT FLUOR FLX FN FHS FHWS FIN FLG FLR CO FLR FE FEC FF FFE FFL FGL FHC FBO FAS FB FBD FD FE FAAP EX EXH EXIST or E EXP JT or EJ EXT FA ENC EPY EQ EST ET EW EWC unless noted otherwise varies, variable vapor barrier vinyl composition tile verify in field vertical joint vinyl wall covering water closet waterproof (ing) working point water resistant woven wire mesh zone valve box OPP WP flat head machine screw opposite operating room overflow roof drain opposite surface plastic laminate parallel panic bar particle board float fluorescent flexible fence fire hose station flat head wood screw floor cleanout finish flashing floor (ing) PB PBD PLAM or PL OR ORD OS PAR WPT WR WR WSCT WTW WWM ZVB wire (d) wainscot wall to wall metal furring metal metal threshold mullion millwork nitrogen north natural nurse call not in contract nonmetallic nitrous oxide nominal noise reduction noise reduction coefficient not to scale oxygen overall obscure on center outside diameter opposite hand overhead open-web joist opaque opening fire alarm annunciator panel fixed equipment fire extinguisher cabinet factory finish finished floor elevation finished floor line fire hose cabinet fiberglass furnished by other fasten (er) fiberboard floor drain fire extinguisher face brick OC OD OH OH OJ OP OPG NR NRC NTS O OA OBS expansion joint exposed exhaust existing exterior fire alarm enclose (ure) elapsed timer electric water cooler epoxy equal estimate each way N NAT NC NIC NMT NO NOM MTL FUR MTL THR MTL MULL MWK N vinyl VJ VNR VRM VWC W W W/ W/O WB WC WD WDW WH with without wood base wood window wall hung veneer vermiculite west width, wide UC UNF UNO UR V VAR VB VB VCT VERT VIF VIN TL VIN vinyl base vertical vinyl tile undercut unfinished urinal vacuum DPR E EA EL or ELEV ELEC PNL BD ELECT ELEV DR DS DSPR DTL DWG DWR DIAG DIAM DIM DIV DL DN DP PF D D DBL DEMO DEP DF CS CT CTR CTR FLG CU FT CU YD CV CONC CONST CONT CONTR CORR CPR CPT CMU CO COL COMB COMP COMPO COMPT CK CL CLG CLG HGT CLK BD CLR CLS BET BU BD CEM PLAS CEM CER CG CI CIR CIRC CJ BUR BVL CAB CB CCTV BOT BRG PL BRG BRK BRZ BSMT BT BIT BLDG BLK BLKG BM BO AFF APPROX ARCH ASPH AUTO BD BEL AGG AL or ALUM ALT ANC ANOD ALPA AC TL AC ACC ACC PNL ADH ADJ ADJ A/C AB ABV AC AC BD control joint service sink square feet (foot) sheet metal screw specification (s) stainless steel structure (al) symmetry (ical) tongue & groove terra cotta top of plate top of steel transparent toilet paper dispenser toilet partition top of slab LWC SYS lightweight concrete system meter (s) masonry material maximum machine bolt member medium mechanical medicine cabinet metal floor decking manufacture (r) manhole magnetic hold open minimum mirror miscellaneous molding, moulding millimeter (s) membrane masonry opening modular movable marble metal roof deck mount (ing) med gas alarm panel MH damper electric panel board electric (al) east each elevation elevator door downspout dispenser detail drawing drawer MMB MO MOD MOV MRB MRD MT MHO MIN MIR MISC MLD MM diagonal dimension (s) dampproofing diameter division dead load down demolish, demolition depress (ed) drinking fountain depth drain double MB MED CAB MBR MD MECH MFD MFR M MAS MATL MAX MAP TOL tolerance TOS TOW TP TPD TPTN TR TRM TS TSL TTD TV TYP TZ thermal tube steel treated television typical terrazzo top of wall transom T & G T TB TC TD TELE TEMP THK TK BD TL TO PL TO telephone tempered thick (ness) tack board tile top of tread (s) towel bar tinted include (d) (ing) insulating concrete insulate (d) (ion) interior invert iron pipe size joist janitor closet joint filler joint kitchen knock-out length laboratory ladder laminate lavatory label left hand live load low point light lintel louver lightweight compartment countersink (sunk) ceramic tile counter flashing cubic foot (feet) cubic yard (s) counter cover construction continue, continuous contract (or) corrugated carpet (ed) (ing) concrete copper LH LL LPT LT LTL LVR LW L LAB LAD LAM LAV LBL concrete masonry unit(s) compress (ed) (ion) (ible) combination composition, composite cleanout column calk (ing), caulk (ing) center line ceiling height chalkboard ceiling clear closure JAN CLO J JF JT KIT KO INS CONC INCL INSUL INT INV IPS SPK SPL SQ SS STA STD STG STL STOR STRUCT SUSP SV SYM SYN steel storage suspended spray vinyl synthetic speaker special square station standard seating SCN SEC SER SK SF SGLS SHT SHTG SIM SL SMS SNT SP SPC SPEC sheathing similar sleeve sealant soundproof spacer screen section semi-gloss sheet pounds per cubic foot precast concrete perforate (d) panic hardware pounds per lineal foot panel (ed) (ing) prefabricate (d) prestressed concrete pounds per square foot pounds per square inch post-tensioned concrete paper towel dispenser paper towel receptor poly vinyl chloride rubber base refrigerator reinforce (d) (ing) reflect (ed) (ive) (or) rough opening right of way GLB QT between glass block quarry tile gloss galvanized pipe granite grout gravel gypsum wallboard gypsum board gypsum plaster gypsum lath gypsum tile hose bibb hardboard hollow core heavy duty header hardware hexagonal height hollow metal horizontal hour heating heating/ventilating/ air conditioning hardwood inside diameter HC bulletin board cement plaster (portland) corner guard circumference cement ceramic cast iron circle built-up roof closed circuit television bevel cabinet code blue HORIZ HR HTG HVAC HWD ID HGT or H HD HDR HDW HEX HM bottom bearing plate bearing brick bronze basement bolt bituminous building block blocking beam bottom of GYP BD GYP PLAS GYP LA GYP TL HB HBD GLS GP GRN GT GVL GWB RET return REV RFG RFL RH RM RO ROW RVS RVT S S SC SCH reverse rivet slide south solid core schedule revision roofing right hand room R R RA RB RBT RD RE or REF REFR REG REINF REM RES roof drain reference register remove resilient radius riser (s) return air rabbet foundation face of concrete face of finish face of masonry face of stud fireproof (ing) floor plate fire resistant frame (d) (ing) fire-resistant coating fire-retardant floor sink footing furred (ing) future gage, gauge galvanized grab bar general contract (or) grade glass fiber reinforced galvanized iron gasket glass, glazing concrete FTG above finished floor area line pressure alarm approximately architect (ural) asphalt automatic board below aggregate anchor, anchorage aluminum alternate anodized GC GD GFRC GI GKT GL FUR FUT GA GALV GB acoustic tile asphaltic concrete access panel access adhesive adjacent adjustable air conditioning anchor bolt acoustic board above acoustical FP FPL FR FR FRC FRT FS FND FOC FOF FOM FOS PNT paint PRE-FAB PRF PSC PSF PSI PT PTC PTD PTN PTR PVC PVMT partition pavement preformed point PCF PCT CONC PERF PERI PFN PH PK PL PLAS PLF PLY WD PNL prefinished parking plate plaster 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 NAME 1 A2.1 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 NUMBER ROOM 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 IMPROVEMENTS 851 E. 5TH STREET RIFLE, CO 81650 100% CONSTRUCTION DOCUMENTS THE 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 NORTH 6 851 E. 5th Street E. 3RD E. 5TH ST E 7TH ST. ROAD BIRCH 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 T T L B v . 2 0 1 5 0 1 2 6 T H I S L I N E I S 1 I N C H L O N G W H E N P R I N T E D T O F U L L S C A L E ADDRESS 4/25/2017 11:38:20 AM C:\Revit Local Files\152732.00 SVNH at Rifle Remodel & Addition - A16 Central_mblaser.rvt 152732.00 MTB February 1, 2017 COVER SHEET A0.0 SVCLC AT RIFLE RESIDENT SAFETY & ACCESSIBILITY IMPROVEMENTS 851 E. 5th STREET RIFLE, CO 81650 100% CONSTRUCTION DOCUMENTS ABBREVIATIONS MATERIAL GRAPHIC LEGEND PROJECT SYMBOL LEGEND PROJECT DIRECTORY PROJECT DATA VICINITY MAP GENERAL NOTES SHEET INDEX 0 - 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
Transcript
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
foundationface of concreteface of finishface of masonryface of studfireproof (ing)floor platefire resistantframe (d) (ing)fire-resistant coatingfire-retardantfloor sinkfootingfurred (ing)future
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
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
NG
W
HE
N P
RIN
TE
D T
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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
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.
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
