HomeMy WebLinkAboutPlan, Tentative APPLICANT 12/21/2007
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EX. ST CI 1512
T~~~ :: 430.55
EX. WW MH #002
RIM = 431.17
FL 8tt IN N.W. = 426.27
Fl 8" OUT E. = 426.27
EX. $I CI #511 '\
TC/RIM = 431.03
iNLET = 430.53
Fl 4" IN N. = 428.68
Fl 12" IN N. = 424.18
FL 12" OUT S. = 424.01
suMp = 422.53
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EX. ST MH/CB (#1121)
RIM = 432.61
Fl 8" IN E. = 427.46
TOP 4# VERT. OUTlEr = 428.31
TOP 12" VERT. OTLET = 428.31
Fl 12" OUT N.E. = 425.61
suMp = 424.56
PARCEL 3 OF LAND PARTITION
PLAT NO. 91-P0084
TAX LOT 1200
MAP 17-03-15-33
PARCEL 2 OF LAND PARTITION
PLAT NO. 91-P0084
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EX. I MH #007
RI = 435.72
Fl 8" IN W. = 425.52
FL 8" OUT E. = 425.47
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MAP 17-03-15-33
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PARCEL 1 OF LAND PARTITION
PLAT NO. 91-P0084
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AN ADDmONAL. ARE HYDRANT IS LOCATED ON THE
NORTH MARGIN OF BELTUNE ROAD APPROXIMATELY
205' SOUTH OF THE SUBJECT PROPERTY.
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EX WW MH #008
RIM = 435.09
ACP
MAf=' C1rld TAX J-OT NUM6E~
MAP ~ 11 03 1& 331
TAX LOT .. f2'>tJtZ>0
€>ITE IN1=O~MATION
ZONiNG ~ CC
FL.AN DESiGNATION ~ COMME~ctAL.
f A6U1-A lION OF COVE~A~=
eutLPlNG 11rz> SF 1 %
FARKtNG AND Ch~CUL.ATlON lS~1rz> SF 61 %
LANDSCAPE 1.3eh SF 32 %
TOTAl.. DEVELOPMENT sire 23;426 5F lfDf2'> 9.&
6U(1J:'INCi 4 OF'Ef:aATION& INFOf<MA TION
I4ElGI4T
DiMENSIONS
EMPLOYEES
7" DECIDUOUS
431 .86
J..Ea:END
LESS TJ4AN IS FEET
a.-SI X 2f2'>1
2 AT ANY Gtve~ TIME
EXiSTING ~E TO ~A'N
~~~~:1~Iiir} PROPOSED LAUN
o PROPOSED ~E
r~F<IGATrON~eTEM
/ '.'<'
t~tGAT1ON SYSTEM TO "aE INSTALLED IN ALL LAUN AND FLA.NT6~1...~~;4e-
t~tGATION SYSTEM TO 6E AUTOMATic ELECT~lc 5OLENOtD'~'i'f:(~!;'LED UNDERG~OUND SFRtNKLE~ SYSTEM
WITI-I FVC FIFE AND FITTINGS, 6ACKFLOW F~VENTtON DEviCE, ~rOMATlc CONTROL.L.ER (lRRITROL.,
RAtN6t~ O~ AFF~OveD), ELECT~tC ~MOTE CONT~OL. VAL\If;S (~tN6f~ FE6-~ SE~tE5 O~ AFF~OveD),
WITI-I FOF-UF SF~Y S~INKLE~S (~INel~ 1800 SAM-FRS SEFdE5 OR AFP~OveD), ALL VALveS TO 6E
LOCATED IN UNDE~ROUND vAL\IE BOX (CARSON OR AFFRO\IEt AUTOMATic CONTROLLER TO aE LOCATED
IN WEATI-IER ~OOF LOCA rtONr
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Schirmer + i\ssociates, LLC
I li, N D U S F P I ANN I N C, SIT F D F SiC, :\j
AND I.ANDSC;\PF /\P.CHITFt-:TUftF
375 W. 4th Ave. Suite 201
Phone: (541) 686-4540
Fax: (514) 686-4577
Web: www.schirmerassociates.com
Eugene, Oregon 97401
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?Re-~~\^.A~ ~ C<S\\t: ?lANT~~TAnuS)
SlA.ST B~EJD IT ?~~S \ c;-T CJ
SCHIRMER + ASSOCIATES liC. lAND USE PlANNING,
SITE DESIGN AND LANDSCAPE ARGHITECTURE,
EXPRESSLY RESERVE ITS COMMON LAW COPYRIGHT
AND OTHER PROPERlY RIGHTS IN THESE PLANS.
THESE PLANS ARE NOT TO BE REPRODUCED.
CHANGED, OR COPIED IN ANY FORM OR MANNER
WHATSOEVER. NOR ARE THEY TO BE ASSIGNED TO
A THIRD PARlY WITHOUT FIRST OBTAINING THE
WRITIEN PERMISSION AND CONSENT OF
SCHlRMER+ ASSOCIATES LlC,
IN THE EVENT OF UNAUTHORIZED REUSE OF THESE
PLANS BY A THIRD PARlY, THE THIRD PARlY SHAll
HOLD SCHlRMER+ ASSOCIATES LLC, HARMLESS.
PROJECT NAME:
JUST BREW IT
COFFEE CART
SITE PLAN REVIEW
.
.
.
REVISIONS
~ Date Description
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PROJECT NAME Just brew It COFFEE CART
PROJECT ADDRESS
PROJECT ADDRESS Springfield, OR
PHASE
20 DEC. 2007
DATE
FILE NAME
ces
DRl\WN BY
CHECKED BY
SHEET TITlE
SITE PLAN
.
SHEET NUMBER
L1
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EX. ST CI :/1512
TC/RIM = 431.05
INLET = 430.55
EX.. ww MH 018 EX. ST MH #113
RIM = 431.79 RIM = 431.58
FL 8" IN N. = 425.99
G A M E F A R M R 0 A D E A S T ",t::> FL 12" IN E. = 425.64
,toe . FH .;>,. FL 12" OUT W. = 425.64
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., .. 431.19TC 431.38TC _-.. ~.~T~C ----4" G------4" G- li;sr;~1.74TC
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_--~----- EX. WW MH #001 ~ g~
I _----431----- RIM == 431 .11 1.0 EX. ST MH :# 11 0 I
In -------~ Fl 8" IN N. = 426.21 RIM == 431.89 S1
t _.,--.--~---------.-o.: FL 8" IN W. == 425.83 FL 12n IN W. = 422.79
:: ~ 431----'--..- ~ FL 12>> IN E. = 425.61 FL 24# IN E. = 422.79
~ t-- ~ FL 12" OUT S. = 425.49 FL 24ft OUT N. :::: 422.49
+ + 431.21 ~ +431.45 W W
~=-=-H:?- -=-==.-- -12" W- - - - -~- - -12" w- - - - - - - -12" W- - - - - - -12" w- - - W' .' '1W - -12" W- - - - -12" W-
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431.08 TC --... 431.15 TC 431.23 TC
EX. WW MH 8002
RIM = 431.17
Fl 8n IN N. W. = 426.27
FL e" OUT E. = 426.27
EX. ST CI #511
TC/RIM = 431.03
INLET = 430.53
FL 4" IN N. = 428.68
FL 12- IN N. = 424.18
FL 12" OUT S. = 424.01
SUMP :::: 422.53
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APPROXIMATE LOCATION OF ST MH ~/
# 112 PER CITY OF SPRINGFIELD /
SEWER INFRASTRUCTRE MAP
NO. C02; NOT FOUND
-- - -12" ST
433.36 TC !
8" DECIDUOUS
':t 0+ 432.28
40.12.7
/ 5'. DECIDUOUS ~ 7>> DECIDUOUS
(~~"'~ 431.86
4 . I )( I i 1 433. 12
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bt .;>",. F'L 6>> OUT W. = 43'0:39---4'32
SUMP = 428.44
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EX. 5T MH/CB (#1121)
RIM = 432.61
FL 8" IN E. = 427.46
TOP 4>> VERT. OUTLET = 428.31
TOP 12" VERT. OTLET = 428.31
FL 12" OUT N.E. = 425.61
SUMP = 424.56
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~ 8" DECIDUOUS
WAMU CUSTOMER ~v 432.10
PARKING SIGN W"
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FL - UNKNOWN
(FILLED W /WI( R & SILT)
(NON-GRI( D COVER
COULD NOT BE EMOVED)
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'It FL 6" OUT S. = 433.39
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EX. WW MH #007
RIM == 435.72
FL 8" IN W. == 425.52
FL a" OUT E. :::: 425.47
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~ 434.40 TC
oct q< WAMU CUSTOMER -----
r ~"'. PARKING SIGN -~----= --..-....----- ---
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7" DECIDUOUS toe~'
436.34
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435.08 +
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ACP
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10 436.72
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431.32 TC .,....:....~.:...:.:'~: 437.}OTC 43 .
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-.. ,- _ '" RIM = 436.51
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TAX LOT 1300
MAP 17-03-15-.33
ACP
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P AHCEL 'J
OF LAND P!\RTiTlON
NO. 91 -P0084
ARCO AM/PM FUEL
STATION & MARKET
436.99
6" DECIDUOUS
435.81! I
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17-03-15-30
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T.O.T.
AN ADDITIONAL. FIRE HYDRANT IS LOCATED ON . THE
NORTH MARGIN OF 8ELTLlNE ROAD APPROXIMATELY
205. SOUTH OF THE SUBJECT PROPERTY.
NORTH
SCALE
1" = ~20 FT
"-~~~=""''":'l _ ~.~.----
r , -.,~l__
o 10 20
~'1
40
LEGEND
FOUND 5/8" IRON F~OD WITH PUNCTURED
AND/OR UNREADABLE YELLOW PLASTIC CAP
FOUND 5/8" IRON HOD WITH YELLOW PLASTIC
IDENTIFICATION CAP STAMPED nG.E.S. PLS 2280"
FOUND P .K. NAIL WITH WASHER
STAMPED "GES PLS 2280"
FOUND P.K. NAIL WITH WASHER
STAMPED "LS 1138"
DENOTES LINE NOT DRAWN TO SCALE
EXISTING TOP OF CURB OR WALK ELEVATION
EXISTING SPOT ELEVATION
EXISTING WATER VALVE
EXISTING WATER METER
EXISTING RECTANGULAR IRRIGATION CONTROL VALVE
EXISTING ROUND IRRIGATION CONTROL VALVE
EXISTING FIRE HYDRANT
EXISTING STORMWATER MANHOLE
EXISTING STORMWATER MANHOLE / CATCH BASIN
EXISTING CATCH BASIN
EXISTING TWO-CELL CATCH BASIN
EXISTING CURB INLET
EXISTING WASTEWATER MANHOLE
EXISTING CLEANOUT
EXISTING GAS VALVE
EXISTING GAS METER
EXISTING TELEPHONE RISER
EXISTING POWER POLE
EXISTING POWER POLE WITH LIGHT
EXISTING SITE LIGHT
EXISTING POWER POLE ANCHOR
EXISTING ELECTRIC METER
EXISTING TRANSFORMER
EXISTING CABLE TELEVISION RISER
EXISTING PHONE BOOTH
EXISTING 6" DIA. BOLLARD
HANDICAP PARKING SPACE
DENOTES ASPHALTIC CONCRETE PAVING
DENOTES TRASH ENCLOSURE
EXISTING OVERHEAD WIRE
EXISTING CHAIN L1N.< FENCE OR GATE
EXISTING CURBING
EXISTING CURB & GUITER
EXISTING CONTOUR LINE & ELEVATION
EXISTING STORMWATER PIPE (SIZE AS NOTED)
EXISTING WASTEWATER PIPE (SIZE ~ NOTED)
EXISTING NATURAL GAS LINE (SIZE AS NOTED)
EXISTING WATER LINE (SIZE AS NOTED)
EXISTING UNDERGROUND ELECTRIC LINE
DENOTES EXISTING CONCRETE
DENOTES LIMITS OF 2 YEAR TIME OF TRAVEL ZONE
PER CITY OF SPFD. WELLHEAD PROTECTION MAP
DENOTES .TIME OF TRAVEL' ZONE
DENOTES .COUNTY SURVEYOR'S FILE'
EXISTING DECIDUOUS TREE (SIZE, SPECIES &
GROUND ELEVATION AT TRUNK AS NOTED)
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~SEMENTS OF RECORD PER LAND PARTITION PLAT
NO. 94-P0490 AND CSF 34289:
EASE. A 10' PUBLIC UTILITY EASEMENT, RECORDED
NOVEMBER 18, 1993, REEL 1896, RECEPTION NO.
9375004, LANE COUNlY OFFICIAL RECORDS.
EASE. 8 10' UTILllY DRAINAGE EASEMENT, RECORDED
SEPTEMBER 29. 1989, REEL 1595, RECEPTION NO.
8944182, LANE COUNlY OFFICIAL RECORDS.
EASE. C VARIABLE WIDTH POWERLlNE EASEMENT. RECORDED
NOVEMBER 20, 1990, REEL 1665, RECEPTION NO.
9055714, LANE COUNlY OFFICIAL RECORDS.
EASE. D 14' SANITARY SEWER EASEMENT, RECORDED
SEPTEMBER 29, 1989. REEL 1595, RECEPTION NO.
89-44184. AND AMENDED BY INSTRUMENT
RECORDED MARCH 6, 1990, REEL l619, RECEPTION
NO. 9010797, LANE COUNTY OFFICIAL RECORDS.
EASE. E 35' ACCESS EASEMENT, RECORDED NOVEMBER 12,
1992, REEL 1804, RECEPTION NO. 9263872, LANE
COUNlY OFFICIAL RECORDS.
EASE. F 14' WATERLINE EASEMENT, RECORDED MAY 23.
1991, REEL 1697, RECEPTION NO. 9123997, LANE
COUNlY OFFICIAL RECORDS.
EASE. G 14' PUBLIC UTILITY EASEMENT. RECORDED FEBRUARY
14, 1991, REEL 1680, RECEPTION NO. 9107857,
LANE COUNTY OFFICIAL RECORDS.
NOTES:
1. NO BUILDINGS OR STRUCTURES CURRENTLY EXIST WITHIN
THE PROJECT SITE WITH THE EXCEPTION OF THE TRASH
ENCLOSURE LOCATED NEAR THE NORTHWEST CORNER OF
THE PROPERTY.
2. NO WATERCOURSES, RIPARIAN ARE~ OR WETLANDS EXIST IN
THE VICINITY OF THE PROJECT SITE.
3. THE PROJECT SITE IS LOCATED WITHIN 'ZONE X - AREAS
DETERMINED TO BE OUTSIDE 500-YEAR FLOODPLAIN' PER
FLOOD INSURANCE RATE MAP 41039C1133 F, DATED JUNE
2, 1999.
4. PER CITY OF SPRINGFIELD 'WELLHEAD PROTECTION AREAS'
MAP DATED SEPTEMBER, 2004 THE NORTHERLY MAJORITY OF
THE PROJECT SITE IS LOCATED WITHIN THE 2 YEAR TIME OF
TRAVEL ZONE, AND THE SOUTHERLY PORTION OF THE
PROJECT SITE IS LOCATED WITHIN THE 5 YEAR TIME OF
TRAVEL ZONE FOR THE 'SPORTS WAY' WELLHEAD PROTECTION
AREA.
5. PER THE 'SOILS SURVEY OF LANE COUNTY', 100% OF THE
POJECT SITE IS COMPRISED OF THE FOLLOWING SOIL TYPE:
32 - COBURG-URBAN LAND COMPLEX
6. PER THE 'SOILS SURVEY OF LANE COUNTY' THE SOIL TYPE
REFERENCED ABOVE .IS SUITABLE FOR URBAN DEVELOPMENT,
HOWEVER IT IS SUBJECT TO LIMITATIONS COMPRISED OF
SEASONAL HIGH WATER TABLE, MODERATELY SLOW
PERMEABILITY, AND LOW SOIL STRENGTH. PER 'TABLE 14'
OF SAID SOILS SURVEY, THE' HIGH WATER TABLE FOR THE
SOIL TYPE REFERENCED ABOVE IS LOCATED AT DEPTHS OF
1.5 TO 2.5 FEET.
UTILITY NOTE:
UTILITIES SIZES AND LOCATIONS SHOWN HEREON ARE BASED ON
A COMBINATION OF FIELD SURVEY OF OBSERVABLE ABOVE-
GROUND EVIDENCE, UTILITY COMPANY LOCATION MAPS AND CITY
OF SPRINGFIELD AS-BUILT INFORMATION, AND ARE SUBJECT TO
FIELD VERIFICATION.
SURVEY NOTE:
THIS MAP AND THE DATA SHOWN HEREON IS BASED ON RECORD
INFORMATION, DOES NOT CONSTITUTE A BOUNDARY SURVEY, AND
IS SUBJECT TO ANY DISCREPANCIES WHICH MAY BE DISCLOSED
BY A SUBSEQUENT BOUNDARY SURVEY.
ELEVATION NOTE:
ELEVATIONS SHOWN HEREON ARE BASED ON CITY OF SPRINGFIELD
DATUM. BENCHMARK USED WAS CITY OF SPRINGFIELD BENCHMARK
NO. 420 UGATEWAY / GAMEFARM", A SQUARE CHISELED IN THE
TOP BACK OF CURB, 7.6 FEET WEST OF THE WEST END OF THE
SOUTH RAMP AT THE NORTHEAST CORNER OF THE INTERSECTION
OF GATEWAY STREET AND GAME FARM ROAD EAST.
ELEVATION = 431.73
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432.31
375 W. 4th Ave. Suite 201
Phone: (541) 686-4540
fax: (514) 686-4577
Web: www.schirmerassociates.com
Eugene, Oregon 97401
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SCHIRMER + ASSOCIATES LLC, lAND USE PlANNING,
SITE DESIGN AND LANDSCAPE ARCHITECTURE,
EXPRESSLY RESERVE ITS COMMON LAW COPYRIGHT
AND OTHER PROPERTY RIGHTS IN THESE PLANS,
THESE PlANS ARE NOT TO BE REPRODUCED,
CHANGED, OR COPIED IN ANY FORM OR MANNER
WHATSOEVER. NOR ARE THEY TO BE ASSIGNED TO
A THIRD PARTY WITHOUT FIRST OBTAINING THE
WRITfEN PERMISSION AND CONSENT OF
SCHIRMER+ ASSOCIATES LLC,
IN THE EVENT OF UNAUTHORIZED REUSE OFTHESE
PLANS BY A THIRD PARTY, THE THIRD PARTY SHAlL
HOLD SCHIRMER+ ASSOCIATES LlC, HARMLESS.
PROJECT NAME:
JUST BREW IT
COFFEE CART
SITE PLAN REVIEW
.
.
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REVISIONS
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# Date
Description
tt DECIDUOUS
434.48
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PROJECT NAME Just Brew It COFFEE CART
PROJECT ADDRESS
PROJECT ADDRESS Springfield, OR
PHASE
20 DEC, 2007
DATE ALE NAME
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DRAWN BY CHECKED BY
SHEET TITlE
DEMOLITION PLAN
LANDSCAPE DIMENSIONS
SHEET NUMBER
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SECTION 31 05 00
LANDSCAPE EARTHWORK
PART 1 GENERAL
1.01 RELATED SECTIONS
A. Section 32 84 00 Planting Irrigation
B. Section 32 90 10 Planting
1.02 PRODUCTS INSTALLED BUT NOT FURNISHED UNDER THIS SECTION
Section 32 84 00 - Irrigation Sleeves
1.03 SITE CONDITIONS
C. Locate existing underground utilities in area of work. Provide adequate means of support and
protection during earthwork operations.
1.04 DELIVERY STORAGE AND HANDLING
D. Protection:
1. Use all means necessary to protect materials of this Section before, during and after installation
and to protect installed work and materials of all other trades.
2. Replacement: In event of damage, immediately make all repairs and replacements necessary for
approval by Owner's Representative.
1.05 ENVIRONMENTAL I SITE CONDITIONS
E. Existing Conditions:
Verify existing site conditions, grades and elevations prior to grading and new construction
installation.
F.Weather:
Excavation and fill operations must be done in dry weather, minimum two days following rainy
weather.
G. Protection:
Protect bearing surfaces from moisture until paving or concrete is placed by covering with impervious
membrane, installation of minimum 6" thickness of crushed rock.
NOTE: Contractor shall perform work during inclement weather at their discretion such that all
warranties and intended appearances are realized at the Contractor's risk.
1.06 COORDINATION
A. Coordinate other trades affecting and affected by work of the Section.
PART 2 - PRODUCTS
2.01 SELECT FILL MATERIALS
H. SAND
Concrete sand. Graded in accordance with ASTM C136 with 1000/0 passing a NO.4 sieve. Washed,
free of fines, free of organic material and other deleterious substances.
I. LOAM
Imported, natural, fertile, friable, sandy loam with at least 10% hun:us; free o~ rock, clay, subsoil,
clods, lumps, plants, roots, sticks, weeds, seeds and other deleteriOUs matenaL
J. ROUND ROCK
Clean, %" , round water-worn, evenly graded, free of organic and deleterious material.
A. BASE ROCK
Crushed rock, 3/4" minus, free of organic and deleterious materiaL
B. COMMON FILL MATERIAL
Subsoil:
Excavated material which may be encountered in obtaining indicated grades and lines.
C. FILTER CLOTH
Fibertex, Grade 150 by Weyerhaeuser or approved.
PART 3 - EXECUTION
3.01 EXISTING CONDITIONS
O. Verify ground dimensions and elevations prior to beginning work.
E. Notify Architect of discrepancies between drawings and site.
F.Notify General Contractor of defects requiring correction by others.
G. Do not start work until conditions are satisfactory.
H. Commencing work of this section denotes acceptance of existing conditions.
I. Tolerances: Per form work true to lines and grades, and to prevent ponding of water, with maximum
variation of plus or minus 0.05 feet.
3.02 CLEARING
J. Clear vegetation, root systems, and decayable debris from areas to be occupied by lawn and plant bed
areas; minimum depth of 6".
K. Clear site of trees, brush, vines and shrubs only as necessary to complete work.
L.I n parking islands excavated planting area 12" below grade of finish asphalt and to native soil.
3.03 GRUBBING
M. Remove stumps, roots larger than 1-1/2" diameter, rocks larger than 4" in diameter to the following
depths:
1. At areas to receive plants - min. 12" below finish grade.
N. Remove all grubbed material from site.
3.04 EXCAVATION
O. Excavate as required to achieve accurate subgrades, or to solid bearing whichever is deeper.
P. Do not excavate saturated materials.
Q. When excavation through roots is necessary, perform work by hand. Cut and treat roots following
approved arboricultural practices.
R. Trim excavation and leave free of loose material
S. Correct over excavation under plant beds by providing additional fill material as specified.
3.05 IRRIGATION SLEEVE
T.lnstalled under separate contract.
3.01 FILLING, BASE COURSE INSTALLATION, AND ROUGH GRADING
A. Do not start until completion and acceptance of all specified subgrade testing. Before placing fill,
remove all debris. Do not allow subgrade to be exposed to rain.
B. Fill to elevations shown on drawings. Filling includes subsoil installations under plant beds.
C. Fill systematically, as early as possible, to allow maximum time for natural settlement. Do not fill over
porous, wet, or spongy subgrade surfaces.
D. Scarify subsoil to depth of 611 at all plant beds. Use whatever means necessary to achieve a 611 layer of
subsoil with soil clods no greater than 3 inches in diameter. In areas where existing trees are to
remain, secure approval of Owner's Representative before proceeding.
E. Place and compact Select Fill Materials in continuous layers not exceeding 611 loose depth.
F. Place and compact Common Fill Materials in continuous layers not exceeding 911 loose depth.
G. Maintain optimum moisture content of till materials to attain required compaction density.
H. Employ a placement method so as not to disturb or damage work.
I. Make changes in grade gradual. Blend slopes into level areas.
J. Refer to Placement Schedule for compacted depths.
3~02 LOAM SPREADING & FINISH GRADING
K. Verify that required scarification has been accomplished prior to placing loam.
L. When necessary, eliminate uneven areas and low spots in subsoil. Remove debris, roots branches,
stones. Remove subsoil contaminated with petroleum products.
M. Place loam in relatively dry state at areas where scheduled. Place the first 6" of loam and till it into the
top 611 of scarified subsoil. Spread loam and compact in 611 lifts.
N. Fine grade loam within specified tolerances eliminating rough or low areas. Establish uniform
gradients between given grade points.
O. Remove debris arid foreign material while spreading.
P. Manually spread loam around existing trees to prevent damage.
Q. Compact materials as scheduled.
3.03 PLACEMENT SCHEDULE
A. At Plant Beds:
Subsoil compacted to 80% per ASTM 0698; Loam, minimum 12" thick, compacted to 80% per ASTM
D698.
B. At Bioswales:
Subsoil compacted to 80% per ASTM 0698; Loam, minimum 61t thick, compacted to 80% per ASTM
0698.
3.04 CLEANING
R. Upon completion of work of this Section promptly remove from the site all scraps, debris and surplus
materiaL
END OF SECTION
SECTION 32 84 00
PLANTING IRRIGATION
PART 1 GENERAL
1.01 RELATED SECTIONS
A. Section 31 0500 - Landscape Earthwork
B. Section 32 90 10 - Planting
1.62 ALTERNATES
A. Refer to section 10 23 00, Alternates for possible effect on work of this Section.
1.0'3 SYSTEM DESCRIPTION
Electric solenoid controlled underground sprinkler system of PVC pipe and fittings, with pop-up heads.
Work includes installation of new shrub and bioswale zones, installation of new controller and backflow
prevention device. Power supply will be provided under this contract.
1.04 DESCRIPTION OF WORK
C. Provide all labor, materials and equipment required to complete the design and installation of
irrigation system as shown on Irrigation Plan.
D. Protect active pipes encountered; notify pipe owners.
E. Repair or replace utility lines damaged by work of this section at Contractor's expense.
F. Protect persons and property against damage and discomfort caused by dirt; clean as necessary
and when directed.
G. Existing Plants and Trees: Protect against damage.
H. Other Work: Protect other work against damage and discoloration caused by work of this section.
I. Acquire all necessary permits.
1.05 SITE CONDITIONS
J. Verify ground dimensions and water pressure prior to construction.
K. Notify General Contractor and Owner's Representative of discrepancies before beginning work.
L. Irrigation sleeves to be installed by orcoordinated by general contractor.
1.06 QUALITY ASSURANCE
M. Contractor must be licensed under Oregon Revised Statutes and have at least two years prior
experience on similar scope projects.
1.07 REVIEWS
N. Request the following reviews by Owner's Representative 72 hours in advance.
1. Pressure Test and Installation Review
Upon completion of main line, with all valves installed, prior to backfilling, and at least one hour
after the highest attainable static pressure has been achieved.
Owner's Representative will review all pipe, fittings, joints, thrust blocks, bedding, valves and
other materials for installation, and watertightness.
Repair all leaks, and/or defects as directed.
After pressure test acceptance, begin backfilling and/or assembly of zones and all other system
components
1. System Operation Review .
After backfilling, completion of zones and assembly of all other system components; adjust
nozzles, balance and test entire system under normal operating pressure. .
Owner's Representative will review assembly, installation, and operation of system to detemune
if water afforded all areas is complete, adequate, and uniform.
Make adjustments to system as directed.
1.01 COORDINATION
A. Coordinate with other trades affecting and affected by work of this Section.
1.02 ENVIRONMENTAL CONDITIONS
B. Temperature of mating surfaces of plastic pipe and fittings to be between 400 F and 1000 F.
C. Do no PVC Solvent Welding in rainy weather except under cover.
1.10 DELIVERY, STORAGE AND HANDLING
O. Store packaged materials in manufacturer's original containers with legible labels intact. Protect
against moisture.
E. Store plastic pipe on firm, level support; protect against direct sunlight.
F. Store plastic pipe cement in cool location.
1.11 WARRANTY
G. Warranty all material for a minimum of one year after date of substantial completion, or longer if
manufacturer furnishes a longer guarantee.
H. Correct immediately any failure caused by poor material or workmanship during warranty period.
"Immediately" sbaU. mean from 24 to 72 hours, as determined by the Owner's Representative, and
at no cost to Owner.
PART 2 - PRODUCTS
2.01 GENERAL
I. Use only new materials; of brands and types shown on Drawings or specified herein.
J. Similar materials must be products of one manufacturer unless othelWise approved.
2.02 Product 1
A. Manufacturer: Rainbird
1. Substitutions: See Section 01 60 00 (01600) - Product Requirements.
B. Product: Irrigation heads as per drawings
C. Product: Automatic / Manual Contral Valves
Rain Bird PEB-PRS-D Series
O. Product: Irrigation Controller
Rainbird ESP-xx, Size as per irrigation design.
Product 2
A. Manufacturer. Wilkins
1. Substitutions: See Section 01 60 00 (01600) - Product Requirements.
B. Product: Wilkins Series Model 950XL or approved equal. 1 Y2".
1. Locate as per Irrigation Plan.
2.03 IRRIGATION MATERIAL
A. PIPE, FITTINGS AND SLEEVES
1. PVC (Polyvinyl Chloride) Type 1, NSF approved as per ASTM-DL784, DL785, D-2242, and
Product Standard 21/70,22-70. All PVC pipe to be continuously marked with the
manufactun~rs name, kind of pipe, material, IPS, class, or schedule. Class 200 throughout.
PVC fittingSf.tQ be Schedule 40, solvent-weld type. Main lines (constant pressure pipe) 4" and
larger connections to be made with "0" ring fittings or gasketed fittings. Sizes 3" and smaller to
be solvent~ weld connection type fittings.
2. Sleeves: Sohedule 40 throughout.
3. Swing JoinfPipeand Fittings: As detailed or; 15" minimum "Swingpipe" or "Funnypipe" with
transferbare,jO ells at both ends and a marlex ell below the irrigation head.
4. Galvanized Pipe and Fittings: Standard weight, hot-dipped, galvanized and threaded.
B. PVC SOLVENT CEMENT
1. NSF approved solvent for Class 1245-B&C PVC, through 4"
2. Conform toASTM 0-'2564. Industrial Polychemical Service Co., Inc., NO.705 or 711 PVC.
C. CLEANER AND PRIMER
1. Industrial Polychemical Service Co., Inc., No. P-70, or type as recommended by PVC Pipe
Manufacturer.
D. VALVES
1. Shut-Off Valves:
Bronze construction, Globe type, 125 psi-rated, threaded connections, with cross type operating
handle designed to receive specified operating key.
Manufacturer: Nibco or approved.
Size according to GPM and PSI constraints at point of valve location with velocity not to exceed
5 FPS.
2. Drain Valves:
122 M Y2" brass manual' globe drain valve
E. VALVE BOXES and COVERS
1. Zone Valves: Ametek 12STO complete, each with locking lid.
2. Drain Valves: Ametek 6 or 10" Round
3. Double Check Valve: Carson Valve Box with lock down lid, Model 1730-18-3PL
4. Vacuum Relief Valve: Ametek 6" Round .
F. VALVE BOX KEY
Oesigned,to work with locking lid on specified valve box.
G. CONTROL WIRE
Provide according to manufacturer's wire schedule for valve specifications. ,14 gauge minimum.
Type AVG-UF, bearing U.S. approval.
H. WIRE CONNECTIONS
3M Brand, DBY..Direct Bury Splice Kit..
I. UTILITY LOCATOR TAPE
Approved metallic brand.
2.04 BACKFILL MATERIALS
A. PEA GRAVEL
Maximum size 1", round water worn, free of organic matter or other deleterious material.
A. SAND
Coarse river sand. Graded in accordance with ASTM C136 with 100% passing through a NO.4
sieve, free of organic matter or other deleterious,material.
B. LOAM
Imported, natural, fertile, friable sandy loam with at least 10 % humus; free of rock, clay subsoil,
clods, lumps, plants, roots, sticks, weeds, seeds and other deleterious material.
PART 3 EXECUTION
3.01 GENERAL
A. Irrigation sleeves have been installed under a separate contract. See drawings for size, quantity
and location.
S h. A' t I I r
C drmer + SSOCfa\.es, ....:...._
Il!>,ND USF PI ANNINC, SIT!' D1'<:'IG.".j
;\ND lANDSCAPE ARCHHFCTtJRf
375 W. 4th Ave. Suite 201
Phone: (541) 686-4540
Fax: (514) 6864577
Web: www.schinnerassociates.com
Eugene, Oregon 97401
SCHIRMER + ASSOCIATES llC, lAND USE PlANNING,
SITE DESIGN AND LANDSCAPE ARCHITECTURE,
EXPRESSLY RESERVE ITS COMMON LAW COPYRIGHT
AND OTHER PROPERTY RIGHTS IN THESE PlANS.
THESE PlANS ARE NOT TO BE REPRODUCED,
CHANGED, OR COPIED IN Am FORM OR MANNER
WHATSOEVER. NOR ARE THEY TO BE ASSIGNED TO
A THIRD PARTY WITHOUT ARST OBTAINING THE
WRITTEN PERMISSION AND CONSENT OF
SCHIRMER+ ASSOCIATES ltC,
IN THE EVENT OF UNAUTHORIZED REUSE OF THESE
PLANS BY A THIRD PARTY, THE THIRD PARTY SHALL
HOLD SCHIRMER+ ASSOCIATES ltC, HARMLESS.
3.02 EXISTING CONDITIONS
A. Verify that surfaces and structure to receive work specified herein are accurately sized and located,
sound, secure, true, complete, and otherwise properly prepared.
B. Prior to starting work, notify General Contractor and OWner's Representative of defects requiring
correction. Do not start work until conditions are acceptable.
3.03 PREPARATION
A. ReviE~w layout requirements with other affected work.
B. Coordinate locations of piping to minimize confiict with other work on this Project and other work
previously installed.
C. System layout is diagrammatic. If field measurements differ slightly from Drawing dimensions,
modify work as required for accurate fit. If measurements differ substantially, notify Owner's
Representative prior to installation.
3.04 BACKFLOW INSTALLATION
A. Installation by licensed plumber. Comply with all plumbing codes.
3.05 TRENCHING
A. Excavate trenches with uniform bottom and remove all rocks and sharp objects to provide firm,
even, clean base for pipe.
B. Allow for minimum 18" cover on main lines and 12" cover on lateral lines.
C. At Plant Beds:
Stockpile excavated material for backfilling trenches.
D. Excess excavation: where excavation is carried to excess levels, backfill with specified Sand to
Proper levels.
E. Water and frost:
PROJECT NAME:
JUST BREW IT
COFFEE CART
SITE PLAN REVIEW
.
.
.
1. Keep trenches dry and frost-free.
2. Provide and operate pumping equipment as necessary to keep excavations free from standing
water.
F. Existing vegetation to remain:
1. Protect against damage.
2. Cut no roots over 3" in diameter without approval of Owner's Representative.
3. Make all cuts clean, straight, at right angles to roots.
4. Heplace any damaged plant material.
3.01 PIPE BEDDING
A. Mainline:
If soi~ in trenches is not free of rocks, provide uniform bearing surface of specified Sand; 2"
minimum depth and free of rocks and sharp objects under entire length of pipe.
B. Later-a I line:
Clean native soil or Loam.
REVISIONS
#
Date
Description
3.02 PIPE INSTALLATION
A. General: Follow manufacturer's instructions.
B. Minimum clearances between lines:
1. For 2" diameter and smaller pipe: 2'" clearance.
2. For 2 1/2" diameter and larger pipes: 4" clearance.
3. Between irrigation and other services: 4" clearance.
C. Threaded Plastic Pipe:
1. Thread with conventional equipment.
2. Plug pipe ends during threading to prevent pipe distortion or damage.
3. Do not use solvent cement on joints.
4. Wrap joints with Teflon tape.
5. Cemented PVC installation
6. Follow manufacturer's instructions.
7. Cut all pipe square and remove burrs.
8. Chamfer all outside edges of pipe.
9. Clean and dry ends of pipe to be joined.
10. Apply primer solvent to both pieces of pipe to be joined.
11. Apply cement to both pieces of pipe to be joined.
12. Attach pipe and hold together for five (5) seconds or until pipe will not back out.
13. Wipe excess cement from outside of joint.
14. Snake all lines to allow for contraction.
3.03 SLEEVE INSTALLATION
A. I n sta lied under separate contract.
3.04 MANUAL DRAINS
A. Install at lowest points in main line, set plumb at locations indicated on drawings.
B. Discharge directly into sumps of one cubic foot pea gravel.
C. Cover sump with 4-mil plastic or asphaltic paper.
O. Connect to main using a 2" nipple, elbow, and 6" nipple parallel to pipe to allow for vertical
movement.
PROJECT NAME Just Brew It COFFEE CART
PROJECT ADDRESS
PROJECT ADDRESS Springfield, OR
PHASE
20 DEC. 2007
DATE
ALE NAME
ces
DRAWN BY
CHECKED BY
3.10' THRUST BLOCK INSTALLATION
A. Install minimum 2 cubic feet concrete thrust blocks at all corners, tees, and stub outs on pipe over 2
inches in diameter.
3.11 VALVE INSTALLATION
A. Install plumb and square and according to manufacturer's recommendations.
B. Where possible, allow for 4" clearance between bottom ofvalve and valve sump at Automatic
Control Valves.
SHEET TITLE
Specifications
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A. Clearly and permanently label each irrigation zone valve with the zone number that corresponds to
number in irrigation controller terminal.
3.10 VALVE BOX INSTALLATION
A. Install plumb and square and flush with finish grade. Provide as follows at all Automatic Control
Valves.
B. Adjacent Automatic Control Valves may be ganged together in same box providing all other
specified requirements can be achieved.
C. Provide minimum 12" deep gravel sump below valve box.
D. Permanently label valve type and zone number(s} on inside of valve box lid.
3.11 MANUAL DRAIN BOX INSTALLATION
A. Install plumb and square and flush with finish grade. Provide as follows at manual drain valve
B. Provide minimum 12" deep gravel sump below valve box.
3.12 DOUBLE CHECK VALVE BOX INSTALLATION
A. Install plumb, square and top flush with finish grade. Provide as follows:
1. Provide minimum 12" deep gravel sump below valve box.
2. Minimum clearance from valve sides to box is 6" each side, 6" top and bottom, 3" each end.
3.13 VALVE SUMP
A. Provide minimum one cubic foot of specified pea gravel below each valve.
3.14 SPRINKLER AND RISER ASSEMBLY INSTALLATION
A. General: Install plumb. Install spray head 6" from adjacent buildings and retaining wall or within 3" of
adjacent pavement, curbs, header boards or planting edge
B. Flush Mounted Sprinklers: Install flush with top of Loam or Mulch at locations shown on Drawings.
C. Install head wrench-tight.
D. Install where shown on drawings.
E. Compact earth under pipe at sprinkler heads to prevent settlement from pulling sprinklers below
grade.
3.15 CONTROL WIRE INSTALLATION
A. Exterior:
B. Bury wires beside pipe in same trench.
C. Bundle multiple wires together with tape at 5 ft. maximum intervals.
D. Provide 72" loop in wires at each valve where controls are connected and at 100 maximum intervals
between.
E. Make electrical joints waterproof using specified connectors.
F. Enclose ALL JOINTS in specified valve boxes.
G. Use coded and labeled wires for each valve.
3.16 CONTROLLER INSTALLATION
A. Mount controller as per owner or owner's representative.
B. Clearly and legibly write in the space provided in the controller a verbal description of the location
for each irrigation zone.
C. Mount and wire as shown by manufacturer.
D. Run low-voltage control wires in schedule 40 PVC irrigation pipe to 12" below grade.
E. Provide PVC conduits as necessary where turning comers.
F. Make all splices with specified connectors.
G. Make all splices in a valve box.
H. Provide an extra coil of each wire at each splice to allow for contraction of wire due to temperature
settlement of backfill.
I. Install, secure, and plumb.
3.10 PRESSURE TESTS
A. Cap off electric valves and test with a pressure pump after installing and backfilling the main line.
B. Maintain 100 psi minimum pressure for at least one hour without leaks or pressure loss.
3.11 FLUSHING
A. After piping, risers, and valves are installed, but prior to installing sprinkler heads and backfilling,
open valves and thoroughly flush piping system under full water head. Maintain flushing for three (3)
minutes.
B. Close all valves and cap all risers immediately after flushing. Use only PVC threaded pipe cap.
Leave capped until installation of heads or nozzles.
C. Flush a second time after installation of sprinklers. Remove nozzles, flush under full water head for
three minutes, and immediately reinstall nozzles.
3.12 BACKFILLING
A. Remove debris, sharp rocks, and decayable matter from areas to be filled before proceeding.
B. If native soil is not free of rocks then cover mainline pipe with 4" specified sand and place specified
utility locator tape the entire length of all mainline pipes.
C. Fill remainder of trench with stockpiled material or Loam at plant beds and lawns, as soon as
feasible after Owner's Representative's installation review and acceptance of pressure test.
D. Compact fills in maximum 6" lifts. Compact to match density of surrounding material.
E. Should backfill show settlement during guarantee period, bring area back to grade with compacted
fill, and replace any settlement damaged construction and planting.
F. Do all backfilling necessary to bring all surfaces to finished grades.
G. Wet and tamp earth in layers not over 12" thick until thoroughly packed and settled.
H. Backfill the top 2" of trenches in plant bed area with loam or native soil free from rocks 3/4" or
larger.
I. Dispose of excess excavation off site.
3.13 ADJUSTING AND BALANCING
A. Adjust and balance the system as each section is completed to provide uniform coverage to all
areas.
B. Demonstrate to the Owner's Representative that the system is in operating condition.
3.14 RESTORATION
A. Return all disturbed areas to original conditions after installation is completed.
B. Replant or replace any materials removed during construction.
3.10 PROGRAMMING
A. Prepare and Submit for approval the irrigation controller programs: Spring/Summer, Summer,
Summer/Fall. Coordinate programming with Owners Grounds Supervisor.
B. Include: zone start time, watering duration, day of week, repeat cycle mode, program mode.
3.11 SYSTEM DEMONSTRATION
A. Test system prior to demonstration.
B. At completion of work provide qualified and trained personnel to demonstrate operation of the
system and instruct Owner in operating procedures and maintenance.
C. Individual performing demonstration shall be fully knowledgeable of all operating and service
aspects of system.
3.12 CLEANING
A. Keep the premises reasonably free from accumulation of debris.
B. Remove all excess excavation or backfilling materials from site and clean all improvements soiled
by work of this Section.
C. Remove all debris,equipment, and surplus materials, and leave the premises in a neat and orderly
condition at the completion of the work.
END OF SECTION
SECTION 32 90 10
PLANTING
PART 1 GENERAL
1.01 RELATED SECTIONS
A. Section 31 05 00 - Landscape Earthwork
B. Section 32 84 00 - Planting Irrigation
1.02 ALTERNATES
C. Refer to section 1023 00, Alternates for possible effect on work of this Section.
1.03 DESCRIPTION OF WORK
A. The Landscape Contractor shall furnish all labor, equipment and materials for the planting of trees,
shrubs and bioswale in accordance with these specifications.
B The species and quantity of trees, shrubs, and ecolawn shown on the planting plan and plant list will
be required.
C. The material shall be planted at sites designated on the 'planting plan or as directed by the
Landscape Architect. No substitutions will be made without prior approval by Owner's
Representative.
1.04 COORDINATION
A. Coordinate with other trades affecting and affected by work of this Section.
1.05 STANDARD REFERENCES
A. Quality definitions, grading tolerances, root system condition, caliper height, branching, budding: no
less than minimums specified in "American Standards for Nursery Stock", published by American
Association of Nurserymen, Inc.; latest edition.
1.06 QUALITY ASSURANCE
A. Contractor must be licensed under Oregon Revised Statutes and have at least two years prior
experience on similar scope projects.
1.07 REVIEWS
A. Request reviews by Owner's Representative 48 hours in advance.
B. The following reviews are required:
1. Soil Preparation Review
Owner's Representative will review soil preparation and finish grade prior to installation of plant
material. Adjust finish grades as directed.
2. Installation Review:
At time of Completion Inspection, Owner's Representative will review installation of all work ot
this Section. Installation Review will not occur until completion of entire area planting as
defined by Landscape Architect.
1.08 ENVIRONMENTAL CONDITIONS
A. Install plant materials during periods which are normal for such work as determined by the
following:
1. Biological season.
2. Specified environmental conditions.
3. Accepted practice.
4. After all major construction work has been completed.
B. Installation not permitted during the following conditions unless otherwise approved:
1. Cold weather: when temperature is less than 32 degrees F. throughout the day.
2. Hot weather: when temperature is greater than 90 degrees F. throughout the day.
1.09 TIME OF PLANTING
A. The following planting dates are recommended (times will vary with geographic regions):
1. Optimum time
Bare root stock: December 1 to March 1
Balled and burlapped: December 1 to June 21
Container grown: Can be planted during most seasons of the year
Seed: March 15 through October 1
2. Maximum time
Bare root stock: November 15 to April 1
Balled and burlapped: November 15 to June 21
Container grown: Can be planted during most seasons of the year
Seed: March 1 through October 30
1.10 DELIVERY, STORAGE AND HANDLING
A. Deliver fertilizer and keep it in dry condition. Retain tags showing weight, chemical analysis and
name of manufacturer.
B. Protect products against damage, dehydration, sun burning, or freezing.
C. Coordinate on-site storage of plant material:
1. Cover plant roots and root balls with soil or other accepted material upon job site delivery as
necessary to keep moist.
2. Maintain until installation.
D. Reject plants when ball of earth surrounding roots has been dried out, cracked or broken prior to
or during process of planting.
E. Furnish balled and burlapped (B&B) stock with solid, properly wrapped and secured, natural ball.
Burlap to be biodegradable; twine at root ball top to be biodegradable. Stock 2" cal. and up to be
transported and handled with root ball in wire basket.
F. Plants shall be carefully handled so that roots and foliage are adequately protected from freezing,
overheating, drying out, sunscald, flooding, or other injury.
G. Balled and burlapped plants will be protected if not planted. soon after delivery by covering roots
with loose soil or organic matter, such as wood shavings, hemlock bark, or compost. Roots shall
be kept moist until planting time.
H. Container grown plants shall have been grown in a container long enough for the root system to
have developed sufficiently to hold its soil together firm and whole. No plants shall be loose in the
container. If not planted soon after delivery, they shall be kept moist by frequent watering.
I. Plants not planted immediately should be kept in a place away from direct sunlight.
1.11 WARRANTY
A. Work of this Section is included in project warranty specified in General Conditions.
B. Additionally:
1. Landscaping is included in project warranty specified in General Conditions. Plant material
must be in healthy condition at end of warranty period, or for one full growing season
following installation, whichever is later.
2, All plant materials must exhibit satisfactory growth during the current growing season if
planted on or before June 21, or that date in the following year if planted after June 21. Plant
materials that fail to grow will be replaced within two weeks prior to September 21 or June 21
and be subject to a new warranty period.
1.12 PLANT LOSS AND REPLACEMENT
A. At no additional cost to owner or Landscape Architect, replace plant material not surviving or in
poor condition.
B. Perform replanting during next planting season, and follow these specifications.
C. Contractor not responsible for plant loss or damage caused by vandalism or lack of maintenance.
1.13 TREE, SHRUB, AND GROUNDCOVER ESTABLISHMENT AND MAINTENANCE
A. At Plant Beds:
1. Protect and maintain plantings until final project acceptance.
2. Water, weed, cultivate, mulch, reset plants to proper grade or upright position.
3. To ensure healthy growth, spray, prune, remove dead material, and do other necessary
operations.
PART 2 PRODUCTS
2.01 PLANT MATERIAL
A. Sizes, grades, and conditions are keyed on Plant List shown on Drawings.
B. Provide sufficient plants no smaller than indicated to complete work shown on Drawings.
2.02 PLANT MATERIAL QUALITY
A. All plants shall be nursery grown unless specifically authorized to be collected.
B. All trees and shrubs shall be in a good, vigorous, healthy condition, free from disease and injury.
They shall be hardy under climatic conditions similar to those in the locality of the project.
C. When specified plants are not available within a reasonable distance, substitutions may be made
if approved by the Landscape Architect.
D. Unless multi-trunked plants are specified, trees shall have a straight single leader, uniform trunks;
full, even branching, grafts at ground level, and well developed root systems.
2.03 MATERIALS
A. MULCH
1. At Plant Beds and Trees:
Rexius Garden Compost or equal.
B. COMMERCIAL FERTILIZER
Uniform composition, dry, and free flowing, with the following chemical analysis: 200/0 Nitrogen,
10% Phosphoric Acid, and 8% Soluble Potash; with 8% Nitrogen slow release.
C. TREE STAKES
2" X 2" X 8' Doug fir stakes. 2 at each tree. See Tree Planting Deatil on Planting Plan.
D. TREE TIES
Grow-Straight Tree Ties, or approved equal. 2 at each tree. See Tree Planting Deatil on Planting
Plan.
E. LOAM
Imported, natural, fertile, friable sandy loam: free of rock, clay, subsoil, clods, plants, roots,
weeds, seeds and. other deleterious material.
F. ORGANIC MATERIAL
Steer Plus by Rexius Forest Byproducts: Eugene, Oregon or approved.
G. LAWN (Ecotawn) - Hobbs & Hopkins Protime 710 POX-Plus Green Cover Plus Flowers
a. Seed: Fr$h., clean, dry new crop seed complying with the Association of Official Seed
Analyst's'Hules for Testing Seed" for purity and germination tolerances.
b. Mix as follows:
Percentage by Volume
56%
15%
7.5%
6%
4.5%
30/0
3%
20/0
1.5%
1.5%
Common~$Jame
1. PR8~z.acPerennial Ryegrass
2. Eureka Hard Fescue
3. Dwarf Yarrow
4. Dutch White Clover
5. Perennial Lupine
6. Salina Strawberry Clover
7. California Poppy
8. Sweet Alyssum
9. Shasta Daisy
10. Glodetia
c. Purity:. 98% by weight
d. Germination: 90%
PART 3 EXECUTION
3.01 EXISTING CONDITIONS
A. Verify ground dimensions and elevations prior to beginning work.
B. Notify Landscape Architect of discrepancies between drawings and site.
C. Notify General Contractor of defects requiring correction by others.
D. Do not start work until conditions are satisfactory.
3.02 PRECAUTIONS
A. Protect existing improvements against damage, soiling, or discoloration.
B. Repair or replace damaged, soiled, or discolored material when directed by Owners
Representative.
3.03 PLANT PIT EXCAVATION
A. Tree pits shall be excavated as per planting detail on Planting Plan and/or as specified in
Earthwork Sp~cification.
B. Shrub pits shall be excavated 3 to 6 inches wider than the ball of earth or spread of the roots and
3 inches shallower than the root collar.
3.04 SOIL PREPARATION
A. At Plant Beds:
1. Till to a minimum depth of 8"
2. Spread 60 Ibs. Commercial Fertilizer per 1000 square feet of plant bed and thoroughly mix
into the top 8".
3. Rake smooth and set finish grades eliminating all uneven or low spots setting grades for
positive drainage. Remove all debris, sticks, roots, clods, and rocks larger than 2 inches in
diameter from the top 8 inches.
4. Allow for mulch at adjacent edges.
5. Compact to 80% dry density
B. At Trees:
1. Thoroughly mix five parts Loam, one part Organic Material and 5 Ibs. of Commercial
Fertilizer per cubic yard of mix for backfilling trees.
C. At Lawns (Bioswale)
1. Tin to a minimum depth of 8".
2. Spread 20 Ibs. Commercial fertilizer per 1000 sq. ft. and till to a minimum depth of 4".
3. Rake smooth eliminating all uneven or low spots, and set grades for positive drainage.
Remove all debris, sticks, roots, clods and rocks larger than 3/4" from the top 4".
4. Roll two directions with full lawn roller and rerake smooth eliminating all uneven or low spots
and setting final grades for positive drainage.
5. Compact to 80% dry density.
6. Installaltion quantity as per maufacturers specifications.
Schirmer + Associates, LLC
! ^ N D Ii 5 F P l. l\ \"j N I I'J G. SIT F D F " I G ~J
;\ND I ANDSCAPF ARCl-llTFCTURf
375 W. 4th Ave. Suite 201
Phone: (541) 686-4540
Fax: (514) 686-4577
Web: www.schirmerassociales.com
Eugene, Oregon 97401
SCHIRMER + ASSOCIATES LLC, lAND USE PlANNING,
SITE DESIGN AND LANDSCAPE ARCHITECTURE,
EXPRESSLY RESERVE ITS COMMON LAW COPYRIGHT
AND OTHER PROPERlY RIGHTS IN THESE PLANS.
THESE PlANS ARE NOT TO BE REPRODUCED,
CHANGED, OR COPIED IN Am FORM OR MANNER
WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO
A THIRD PARlY WITHOUT FlRST OBTAINING THE
WRITTEN PERMISSION AND CONSENT OF
SCHIRMER+ ASSOCIATES LLC,
IN THE EVENT OF UNAUTHORIZED REUSE OFTHESE
PlANS BY A THIRD PARTY. THE THIRD PARlY SHALL
HOLD SCHIRMER+ ASSOCIATES LLC, HARMLESS.
LANDSCAPE BIIO ALTERNATE #1: Spread 4" organic material at all lawn' and plant beds prior to first
tilling.
3.05 INSTALLATION OF PLANT MATERIAL
A. Plants shall be placed in the center of the holes, plumb and straight, and at such a level that the
root collar should be above the surrounding finished grade as follows:
Trees: 3 to 6 inches
Shrubs: 1 to 3 inches
B. All wire shall be removed from the tops of burlap balls.
C. Container grown stock shall be removed from container with minimum damage to roots and
placed at bottom of hole to assure no air pockets.
D. Soak all container grown plants or B & B plants before planting.
E. Set plants plumb and faced for best appearance.
F. Cut and completely remove twine and other fasteners from root ball and turn burlap down to sides
of ball. Neatly cut off broken or frayed roots.
3.06 SHRUB PLANTING
A. Set out container plants at specified distances and adjust so the plants fill the bed evenly.
B. Dig holes as necessary so that mulch will not cover lower branches and so that plant crown will sit
at or above the surface.
3.07 BACKFILL
A. After placement of planting stock, hole shall be half filled with soil and then thoroughly watered to
settle soil and exclude air pockets.
B. Finish tilling planting hole to finish grade levels and water again. A minimum of tamping ot fill
may be necessary to assure that no air pockets are present
PROJECT NAME:
JUST BREW IT
COFFEE CART
SITE PLAN REVIEW
.
.
.
C. Thoroughly water each plant and entire bed immediately after planting.
3.08 TREE STAKING
A. Stake all trees as shown on Planting Detail.
B. At planting, bracing stakes should be installed on all trees larger than 1 1/2 inch in caliper before
the roots are covered. The stakes should be strong enough to hold the trunk rigidly in place.
Place the stakes 3 to 18 inches from the trunk b~fore the planting hole is filled. Fasten the trunk
to the stakes with tree ties, canvas tape Of loops of wire passed through a section of rubber or
plastic hose or similar soft material.
3.09 MULCHING
A. Provide Mulch 31f thick within 24 hours after planting at all plant beds, and tree plantings. Hold top
of Mulch down ilf minimum from top of adjacent plant bed edges.
B. Remove excess Mulch from foliage of all plant materials. Remove mulch from all adjacent
surfaces.
REVISIONS
#
Date
Description
3.10 CLEANING AND REPAIRING
A. Clear and remove all rubbish, vegetative matter, and miscellaneous objectionable debris from the
site.
B. Do not bury any foreign material from the construction site.
C. Remove any buried foreign material when encountered.
D. Maintain sidewalks and paved areas clean at all times.
E. Maintain vehicles and equipment in clean condition to prevent soiling of roads, walks, and other
paved or surfaced areas.
F. Including work of other sections, clean, repair and touch up, or replace when directed, products
which have been soiled, discolored, or damaged by work of this section.
END OF SECTION
PROJECT NAME Just Brew It COFFEE CART
PROJECT ADDRESS
PROJECT ADDRESS Springfield, OR
PHASE
20 DEC. 2007
DATE
ces
DRAWN BY
FlLE NAME
CHECKED BY
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PLAT NO. 91-P0084
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MAP 17-03-15-33
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PARCEL 1 OF lAND PARTITION
PLAT NO. 91-P0084
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SWALE 1
(NORTH SIDE):
SIDE SLOPE
LONGITUDINAL SLOPE
BOrrOtA WIDTH
B01TOM lENGTH
TOP WIDTH
TOP lENGTH
DEPTH
CROSS SECTION AREA
VOLUME
1:3
O.5X-
2 FEET
48 FEET
10.00 FEET
48 FEET
1.5 FEET
9.00 SQ. fT.
432 CU. FT.
SWALE 2 (SOUTH SIDE):
SIDE SLOPE
LONGITUDINAL SLOPE
eorroM WIDTH
B01TOM LENGTH
TOP WIDTH
TOP lENGTH
DEPTH
CROSS SECTION MfA
VOlUME
1:3
2.OX
2 FEET
60 FEET
10.00 FEET'
60 FEET
VARIES
9.00 SQ. ft.
540 CU. Fr.
LmUTY NOTE:
UTIlITIES SIZES AND LOCATIONS SHOWN HEREON ARE BASED ON
A COMBINATION OF FIELD SURVEY OF OBSERVABLE ABQVE.-
GROUND EVIDENCE. UTILITY COMPANY LOCATION MAPS AND CI1Y
OF SPRINGFIElD AS-BUILT INFORMATION, AND ARE SUBJECT TO
FIElD VERIFICATION.
SURVEY NOTE:
THIS MAP AND THE DATA SHOWN HEREON IS BASED ON RECORD
INFORMATION. DOES NOT CONSTITUTE A BOUNDARY SURVEY, AND
IS SUBJECT TO Nf( DISCREPANCIES WHICH MAY BE DISCLOSED
BY A SUBSEQUENT BOUNDARY SURVEY.
ELEVATION NOTE:
ELEVATIONS SHOWN HEREON ARE BASED ON CITY OF SPRINGFIELD
DATUM. BENCHMARK USED WAS CIlY OF SPRINGFIELD BENCHMARK
NO. 420 -GATEWAY / GAMEFARM-. A SQUARE CHISELED IN THE
TOP BACK OF CURB. 7.6 FEET WEST OF THE WEST END OF THE
SOUTH RAMP AT THE NORTHEAST CORNER OF THE INTERSECTION
OF GATEWAY STREET AND GAME FARM ROAD EAST.
ELEVATION = 431.73
CONSTRUCTION NOTES
CD
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PROPOSED TElEPHONE UNE.
EXISTING TRANSFORMER LOCATION. TO BE USED BY
OWNER, VERIFY WITH SPRINGIFElD UTlUlY BOARD.
PROPOSED ELECTRIC UNE TO BUILDING WITH METER.
CONSTRUCT WASTEWATER UNE, SIZE AND SLOPE
AS NOTED. TO EXISTING 12- PIPE.
CONSTRUCT 1 1/2-' WATER UNE.
PROPOSED 1- ., WATER METER.
CONSTRUCT PROPOSED CATCH BASIN, SEE DETAIL 1/C4.
CONSTRUCT STORMWATER UNES&I SIZE AND SLOPE AS NOTED.
CONSTRUCT SWALES. SEE DETAIL 3/04 AND AS NOTED.
LEGEND
o FOUND 5/8- IRON ROD WITH PUNCTURED
AND/OR UNREADABLE YELLOW PLASnC CAP
. FOUND 5/8- IRON ROD WITH YELLOW PLASTIC
IDENTIFICATION CAP STAMPED -G.E.S. PLS 2280.
II FOUND P.K. NAIL WITH WASHER
STAMPED -GES PLS 2280-
A FOUND P.K. NAIL WITH WASHER
STAMPED "LS 1138-
---w-- DENOTES UNE NOT DRAWN TO SCALE
+ 397.76 rc EXISTING TOP OF CURB OR WALK ELEVATION
+ 397,75 EXISTING SPOT ELEVAnON
o iN EXISTING WATER VAlVE
[] WM EXISTING WATER METER
CJ lev EXISTING RECTANGULAR IRRIGATION CONTROL VAlVE
o lev EXISTING ROUND IRRIGATION CONTROL VAlVE
EXISTING FIRE HYDRANT
(@ EXISTING STORMWATER MANHOLE
~~ EXISTING STORMWATER MANHOLE / CATCH BASIN
@l EXISTING CATCH BASIN
@[J EXISTING lWO-CELL CATCH BASIN
[QJ EXISTING CURB INLtT
@ EXISTING WASTEWATER MANHOLE
@ EXISTING CLFANOUT
o G EXISTING GAS VALVE
@ EXISTING GAS METER
ill EXISTING TElEPHONE RISER
pp EXISTING POWER POLE
.~{.- EXISTING POWER POLE WITH UGHT
U: EXISTING SITE UGHT
E--, EXlsnNG POWER POLE ANCHOR
~ EXISTING ELECTRIC METER
o ET EXISTING TRANSFORMER
rM EXISTING CABLE TElE.VISION RISER
~ EXISTING PHONE BOOTH
~ 8 EXISTING 6- DIA. BOlLARD
~ HANDICAP PARKING SPACE
1E DENOTES TRASH ENCLOSURE
.--.-. OHW -- EXISTING OVERHEAD WIRE
--x---x.----.x-- EXISTING CHAIN UNK FENCE OR GATE
EXISTING CURBING
EXISTING CURB c!c GUTIER
" 432 . -.. EXISTING CONTOUR UNE It ELEVATION
...X~ ST'--~- EXISTING STORMWATER PIPE (SIZE AS NOTED)
--'-.---.x" ww-- EXISTING WASTEWATER PIPE (SIZE AS NOTED)
.-..---~- x~ G ..-,-,-....-..-, EXISTING NATURAl GAS UNE (SIZE I.s NOTED)
'-.--'-' x" VI ----..---~ EXISTING WATER UNE (SIZE AS NOTED)
---.-..--- E ....---.....-.-- EXISTING UNDERGROUND ELECTRIC UNE
DENOTES EXISTING CONCRETE
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PROPOSED STORMWATER PIPE (SIZE ~ NOTED)
PROPOSED UNDERGROUND ElECTRIC UNE
PROPOSED UNDERGROUND TELEPHONE UNE
PROPOSED WATER METER
PROPOSED ELECTRIC METER
PROPOSED CATCH BASIN
PROPOSED CURBING
,... PROPOSED BROKEN CURBING
PROPOSED ELEVATION
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G A M, E FAR M R 0 A D E A S T ..{.:.' n.. '1'2" iN L = 425.64 \
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431.92
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(,:'L 1 (:\' 1'1" S' = 4')4 01 '''-''-~... ~-. f "~-. t.._,..:;.v:: ..-.....___~ I i W i:" !! ....--...: "-.. \1 /
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.~.... < v ~ I. ~<t~nf'J II 1,/ <01 I, ~ I I -~-~.-4-------r--+43312
APPROXIMATE LOCATION OF 5T MH.i j v~ '~' .....0 i .,j' '<r.q- II, I Y ';~ I at l 0 i ; f:::! rr "-___...:> I =-::;:1 I ,-=:..-=' c::.= I == .
" I'> r 0. ' III I / I NI. ,'I' It Ii ---...I.. I
# 112 PER CiTY Of SPRiNGFIELD fIlI/ ~ ""y' Ii A:J?- j ~ 'I ! / i ::7, !I 4! I I ~!I l !~...../- l---"'ll.-~ ! -..........-r--..
SEWER INFRASTRUCTRE MAP JI:!ih-- i ..; ~ l~') 'II ~ I. I / II ~ ~ ~ ! 1M 1 ; ~I \ ~l..}! -"---r-- I
NO, C02; NOT FOUND -----.--____. I ~ A~// ~..".,., 143.3 "6-:-1' ~ / ~,,d/ 7.; ~: ~ I ~ .;.+ \.... I ;:';> ! I I!
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-/ ---------...-----------.-----------t::::::-:::..-ll.----:.-.:?L.::~....-)--~-----.------..>;,:...__'3.: '+..52.70 JL' \1 '/(' i ) ~ ,/H H ",_..,~'-- ~l '_ 'f\'!; I
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--.{:FJLLED W/WATER & SILT)
I I <!017412TC_,'fw\JIWUfj '~'0 ('\ \ 'II -~-6 s....--.--lBJ I ~ ;') \\ ",,'1/' ; 4,)....1/1.;_-_..,.. _.::r,' (NON-GRATE'O COVt.'::'R
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FL 8" IN E. = 427.46 ~~4.20~.._ -c~~~ ~~ 'I" ~! \ PARKING SIGN ;,-'v.' 'J'f{);~.lll ~II\A-:"" 4""3 t Si:.!g ~ f ;,:~t-.. { Jf <,~' /..~'
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TOP 4," VERT. OUTLET = 428.31 ,: ,.':':, ."/: '~r.".... ':. I. ',..~,.l'i:'-t) i \ ~ l>$~ _ ~~,:>'?,.:>J lit; ~'L 6" OUT W~9 ~----( I : ~ j ;,:/' '')?' .~ '.
TOP 12" VERT. OTLEr == 428.31 ~..:.:J' ';.J'...' ;...--'- ';J,-;. , "'7 "'~'~ \\ 8 v~, ,'. :~- . . . , - v\\,~'?~ : =;~ .__ _. SUMP:::: 428.44- i i I \J r:X--~'Y.:X.~?'
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NOTES:
1. NO BUILDINGS OR STRUCTURES CURRENTLY EXIST WITHIN
THE PROJECT SITE WITH THE EXCEPTION OF THE TRASH
ENCLOSURE LOCATED NFAR THE NORTHWEST CORNER OF
THE PROPERTY.
2. NO WATERCOURSES. RIPARIAN AREAS OR WE:TLANDS EXIST IN
THE VICINITY OF THE PROJECT SITE.
3. THE PROJECT SITE IS LOCATED WITHIN 'ZONE X - AREAS
DETERMINED TO BE OUTSIDE 5OO-YEAR FLOODPLAIN' PER
FLOOD INSURANCE RATE MAP 41039C1133 F. DATED JUNE
2, 1999.
4. PER CIlY OF SPRINGFIELD 'WELLHEAD PROTEcnON AREAS'
MAP DATED SEPTEMBER. 2004 THE NORTHERLY MAJORIlY OF
THE PROJECT SITE IS LOCATED WITHIN THE 2 YEAR TIME OF
TRAVEL ZONE. AND THE SOUTHERLY PORTION OF THE
PROJECT SITE IS LOCATED WITHIN THE 5 YEAR TIME OF
TRAVEl ZONE FOR THE .SPORTS WAY WELLHrAD PROTECTION
AREA.
5. PER THE 'SOILS SURVEY OF LANE COUNl'Y'. 1 COX OF THE
POJECT SITE IS COMPRISED OF THE FOLLOWING SOIL lYPE:
32 - COBURG-URBAN LAND COMPLEX
6. PER THE 'SOILS SURVEY OF LANE COUNlY THE SOIL TYPE
REFERENCED ABOVE IS SUITABlE FOR URBAN DEVELOPMENT,
HOWEVER IT IS SUBJECT TO UMITATlONS COMPRISED OF
SFASONAL HIGH WATER TABLE, MODERATELY SLOW
PERMFABlUlY. AND LOW SOIL STRENGTH. PER 'TABlE 14'
OF SAID SOILS SURVEY. THE HIGH WATER TABLE FOR THE
SOil TYPE REFERENCED ABOVE IS LOCATED AT DEPTHS OF
1.5 TO 2.5 FEET.
lmUlY Nom
UTILITIES SIZES AND LOCATIONS SHOWN HEREON ARE BASED ON
A COMBINATION OF FIELD SURVEY OF OBSERVABLE ABOVE-
GROUND EVIDENCE. UTILITY COMPANY LOCATION MAPS AND CIlY
OF SPRINGFIElD AS-BUILT INFORMATION. AND ARE SUBJECT TO
FIELD VERIFICATION.
SURVEY NOTE:
THIS MAP AND THE DATA SHOWN HEREON IS BASED ON RECORD
INFORMATION. DOES NOT CONSTITUTE A BOUNDARY SURVEY. AND
IS SUBJECT TO AI<< DISCREPANCIES WHICH MAY BE DISCLOSED
BY A SUBSEQUENT BOUNDARY SURVEY.
r:lI=VAnON Nom
ELEVATIONS SHOWN HEREON ARE BASED ON CI1Y OF SPRINGRELD
DATUM. BENCHMARK USED WAS CIlY OF SPRINGRELD BENCHMARK
NO. 420 -GATEWAY / GAMEFARM-. A SQUARE CHISELED IN THE
TOP BACK OF CURB. 7.6 FEEr WEST OF THE WEST END OF THE
SOUTH RAMP AT THE NORTHCAST CORNER OF THE INTERSECTION
OF GATEWAY STREEr AND GAME FARM ROAD tA$T.
ELEVATION - 431.73
CONSTRUCTION NOTES
REMOVE EXISTING CURB.
CONSTRUCT POURED IN PLACE CURB. SEI~ DETAIL 5/C4.
CONSTRUCT ASPHALT SURFACE IN DRIVEWAY AREAS. 3-
ASPHALT ON 8- CRUSHED cOMPACTED ROCK PER
OWNER/ARCHITECT.
CONSTRUCT EXTRUDED CURB. SEE DETAIL 2/C4.
CONSTRUCT SIDEWAlK. SEE DETAIL 4/C4.
CONSTRUCT SWAI..E. SEE SHEET C2 FOR DIMENSIONS "
SLOPE. SEE LANDSCAPE PLAN FOR VEGETAnON.
CONSTRUCT CONCRETE SURFACE 4- WITH 14 REBAR 024-
o.c. EACH WAY ON 10- CRUSHED ROCK COMPACTED.
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LEGEND
FOUND 5/8- IRON ROD WITH PUNCTURED
AND/OR UNREADABLE YELLOW PLASTIC CAP
FOUND 5/8. IRON ROD WITH YELLOW PLASTIC
IDENTIFICATION CAP STAMPED -G.E.S. PLS 2280.
FOUND P .K. NAIL WITH WASHER
STAMPED -GES PLS 2280-
FOUND P.K. NAIL WITH WASHER
STAMPED i..S 1138-
DENOTES UNE NOT DRAWN TO SCAlE
EXISTING TOP OF CURB OR WALK ELEVATION
EXISTING SPOT ELEVATION
EXISTING WATER VAlVE
EXISTING WATER METER
EXISIlNG RECTANGULAR IRRIGATION CONTROL VAlVE
EXISTING ROUND IRRIGATION CONTROL VAlVE
EXISTING FIRE HYDRANT
EXISTING STORMWATER MANHOLE
EXISTING STORMWATER MANHOLE / CATCH BASIN
EXISTING CATCH BASIN
EXISTING 1WO-CELL CATCH BASIN
EXISTING CURB INLET
EXISTING WASTEWATER MANHOLE
EXISTING CLEANOUT
EXISIlNG GAS VAlVE
EXISTING GAS METER
EXISIlNG TELEPHONE RISER
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EX. YfJJ. MH 018'\
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Fl 8 IN N. = 425.99~
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N ~ Fl 12" IN E. = 425.61 Fl 24" IN E. = 422.79 I
I (!) FL 12" OUT S. = 425.49 'NI FL 24" OUT N. = 422.49 ~
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APPROXIMATE LOCATION OF ST MH ,,{ <=:> 432.44 ~ lJ ~ I /'/ I I' I I! DEC.n m I gll 11'1, ........'c---:-> ~-' ..~ \'" ,......-. ,......~ '--
#112 PER CllY OF SPRINGAELD / 10" DECIDUOUS :,;1.1 !/// ! ! ! 11432..6311 0 I II
SEWER INFRASTRUCTRE MAP 433.91 Ii I .~~;.~ I I ! II L . I! II
NO. C02; NOT FOUND - - - -8n g ~v!) TC! 0.~ ~J EX. sri CB~! \. ) ~I ~ I :1 i.'I, I
ST___ g ACP ~,~ RIM = 431.59 ~~~ ~ I i! 'I
- -: -8" ST FL 6" OUT, W. = 430.39 ~ L5 I 1 'I
! I ~~.::;:-.._ _ g suMp = 428.44 ~ I I, II 6" DECIDUOUS
j j TC ,:-;..- ~.~" - ST ~~ H 432.31
! I TC((W~UD "\\ ---- 6- ST--:"'--6" ST------__6,. ST-~ ~ ~" }! TC
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i i p~il i\: W~'koo~ ,JAM> 17-03-15~J" ACP 7 ...."IiJ-~" TC ACP ~ ~2:t.91
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DEMOLITION F1.AN
sire UTiLITY F1.AN
GRADING F1.AN
stre DETAILS
eFECl1=tCATIONS
SPECIFICATtONS
MAP ~ t1 03 1& 331
TAX LOT .. f2'>1ftZW
Schirmer + Associates, LLC
! 11, N D U S F P I ANN INC. S! T F D F SiC N
J\ N D L ^ N D$ C ;\ P F l\ R CHIT H-: Tun F
€>ITE IN1=O~MATION
375 W. 4th Ave. Suite 201
Phone: (541) 686-4540
Fax: (514) 686-4577
Web: www.scl1irmerassociates.com
Eugene, Oregon 97401
ZONING ~ CC
FLAN DESiGNATION ~ COMMERCIAL.
I ABU 1.. A I r ON 01= COYE~Aa;E
eulLOlNG 110 SF 1 %
FA~lNG AND Ch~CUL.ATtON 15,81(2) SF 61 %
LANDSCAPE 1.386 SF 32 %
TOTAL.' DEVELOPMENT SITE 23,.426 SF 1~ %
EX. WW MH #002
RIM = 431.17
Fl 8" IN N.W. = 426.27
FL 8" OUT E. = 426.27
EX. $I CI /1511,
TC/RIM = 431.03
iNLET = 430.53
Fl 4" IN N. = 428.68
FL 12" IN N. = 424.18
Fl 12" OUT S. = 424.01
suMp = 422.53
SCHIRMER + ASSOCIATES llC, lAND USE PlANNING,
SITE DESIGN AND LANDSCAPE ARCHITECTURE,
EXPRESSLY RESERVE ITS COMMON LAW COPYRIGHT
AND OTHER PROPERlY RIGHTS IN THESE PLANS.
THESE PLANS ARE NOT TO BE REPRODUCED.
CHANGED, OR COPIED IN ~Y FORM OR MANNER
WHATSOEVERi NOR ARE THEY TO BE ASSIGNED TO
A THIRD PARlY WITHOUT FIRST OBTAINING THE
WRmEN PERMISSION AND CONSENT OF
SCHIRMER+ ASSOCIATES ltC.
IN THE EVENT OF UNAUTHORIZED REUSE OF THESE
PLANS BY A THIRD PARTY, THE THIRD PARlY SHAll
HOLD SCHIRMER+ ASSOCIATES llC, HARMLESS.
6Urk01NG; c$ OF'ERATION& INFO~MATION
'HElGHT
OIMENSIONS
EMPLOYEES
1-Ea;END
}W~~:~~~r~i~1
EX. ST MH/CB (#1121)
RIM = 432.61
Fl 8" IN E. = 427.46
TOP 4# VERT. OUTlEr = 428.31
TOP 12" VERT. OTLET = 428.31
FL 12" OUT N.E.. = 425.61
suMp = 424.56
o
PARCEL 3 OF LAND PARTITION
PLAT NO. 91-P0084
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PROJECT NAME:
LESS THAN 1& FEET
e..s' x 2f2'>1
2 AT ANY GIVEN TIME
JUST BREW IT
COFFEE CART
SITE PLAN REVIEW
.
.
ExlSTlNG ~E TO REMAIN
.
ffiOFOSED LAU.N
ffiOPOSEO TREE
rF<RI~ATION 6Y6TEM
REVISIONS
t~fGATION SYSTEM TO 6E INSTALLED IN ALL LAUN AND FLANT '6ED A~A5_
t~tGATtON SYSTEM T06E AUTOMATic ELECn;elc SOLENOiD CONTRQi..LED UNDERGROUND SPRINKLER SYSTEM
WITI-I FVC 'FIFE AND FITTINGS, BACKFLOW FREVENTloN DEviCE, AUTON1ATlc CONTROLLER (IRRITROL,
RAIN61RD OFe AFPFeOVED), ELECTRic ~MOTE CONTROL VALVES (FeAIN6IRD FE6-FRS SEFelE5 OR AFPROVED),
WITI-I POP-UF SPRAY SFFeINKlERS (RAIN6IRD 1S0fZ> SAM-FFeS SERIES O~ APPROVED)... ALL. VAL.VES TO 6E
LOCATED IN UNDERGROUND VALVE 60X (CARSON OR A~OVED)... AUTOMATlc CONTROLLER TO BE LOCATED
IN WEATHER PROOF LOCATION,
&~EEr INDEx
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TAX LOT 1200
MAP 17-03-15-33
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PARCEL 2 OF LAND PARTITION
PLAT NO. 91-P0084
2 '(EAR 1.0.1. zoNE
5 "(EAR 1.0.T. ZONE
EX. I MH #007
RI = 435.72
Fl 8" IN W. = 425.52
FL 8" OUT E. = 425.47
7" DECIDUOUS
436..34
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435.81
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TAX. LOT 1300
MAP 17 -03-15-33
PARCEL 1 OF LAND PARTITION
PLAT NO. 91-P0084
AN ADDmONAL. ARE HYDRANT IS LOCATED ON, THE
NORTH MARGIN OF BELTLlNE ROAD APPROXIMATELY
205' SOUTH OF THE SUBJECT PROPERTY.
FH
EX WW MH #008
RIM = 435.09
#
Date
Description
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PROJECT NAME Just brew It COFFEE CART
PROJECT ADDRESS
PROJECT ADDRESS Springfield, OR
PHASE
20 DEC. 2007
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