HomeMy WebLinkAbout15D9997CITY OF AUBURN GENERAL NOTES
1. THIS DEVELOPMENT PROJECT SHALL CONFORM TO THE CITY OF AUSURNS
REQUIREMENTS AND BE IN ACCORDANCE WITH THE APPROVED PLANS. ANY CHANGES
FROM THE APPROVED PLAN WILL REWIRE APPROVAL FROM THE OWNER, ENGINEER,
AND THE CITY.
2. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE WASHINGTON STATE
DEPARTMENT OF TRANSPORTATION (WS00T) STANDARD SPECIFICATIONS FOR ROAD,
BRIDGE, AND MUNICIPAL CONSTRUCTION (2DOO), EXCEPT WHERE SUPPLEMENTED OR
MODIFIED BY THE CITYS CONSTRUCTION STANDARDS MANUAL COPIES OF THE ABOVE
DOCUMENTS SHALL BE AVAILABLE AT THE JOB SITE DURING CONSTRUCTION.
3. A PRE -CONSTRUCTION MEETING SHALL BE REWIRED PRIOR TO THE START OF ALL
CONSTRUCTION. CONTACT COMMUNITY DEVELOPMENT AND PUBLIC WORKS AT
253-604-5076, TO SCHEDULE A MEETING
4. LOCATIONS SHORN FOR EXISTING UTILITIES ARE APPROXIMATE. THE CONTRACTOR IS
CAUTIONED THAT OVERHEAD UTILITY LINES MAY NOT BE SHOWN ON THE DRAWINGS
IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO DETERMINE THE TRUE
ELEVATIONS AND LOCATIONS OF ALL UNDERGROUND UTILITIES AND THE EXTENT OF
ANY HAZARD CREATED BY OVERHEAD UTILITY LINES IDENTIFICATION, LOCATION,
MARKING, AND RESPONSIBILITY FOR UNDERGROUND FACILITIES OR UTILITIES, IS
GOVERNED BY THE PROVISIONS OF CHAPTER 19.122 REVISED CODE OF WASHINGTON
(ROW). PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL CALL ONE -CALL
(811) FOR
UTILITY LOCATIONS (WATER, SANITARY SEWER, STORM SEVER, GAS POWER,
TELEPHONE. CABLE).
5. IF A PROPOSED ROUTE IS NOT INCLUDED ON THESE PLANS, A PROPOSED ROUTE AND
SCHEDULE FOR HAULING MATERIAL TO THE SITE SHALL BE SUBMITTED TO THE CITY
FOR APPROVAL PRIOR TO THE START OF CONSTRUCTION. IF THE CITY BELIEVES THAT
THE PROPOSED HAUL ROUTE WILL ADVERSELY IMPACT THE STREET NETWORK, A SEPA
AMENDMENT MAY BE REWIRED TO EVALUATE THE IMPACTS AND DETERMINE
MITIGATION REQUIREMENTS BEFORE BEGINNING WORK. HAULING MAY BE LIMITED TO
APPROPRIATE OF -PEAK HOURS OR ALTERNATIVE ROUTES. AS DETERMINED BY THE
CITY.
6. CONCRETE TRUCKS TO RETURN TO CONCRETE PLANT. TRUCKS TO BE CLEANED AT THE
PLANT.
7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PUBLIC SAFETY ON AND AROUND THE
PROJECT. PRIOR TO THE START OF WORK, ALL METHODS AND EQUIPMENT USED FOR
TRAFFIC CONTROL AND STREET MAINTENANCE SHALL BE SUBMITTED TO THE CITY FOR
APPROVAL CONTRACTORS AND THEIR SURETY SHALL BE LIABLE FOR INJURIES AND
DAMAGES TO PERSONS AND PROPERTY SUFFERED BECAUSE OF CONTRACTORS
OPERATIONS OR NEGLIGENCE CONNECTED WITH THEM.
8. ALL CONSTRUCTION SURVEYING FOR EXTENSIONS OF PUBLIC FACILITIES SHALL BE
DONE UNDER THE DIRECTION OF A WASHINGTON LICENSED LAND SURVEYOR OR A
WASHINGTON LICENSED PROFESSIONAL CIVIL ENGINEER.
9. CERTIFIED DRAWINGS ARE REQUIRED PRIOR TO PROJECT ACCEPTANCE. REFER TO THE
CITYS RECORD CONSTRUCTION DOCUMENT" HANDOUT.
OWNER/APPLICANT
GRIST INVESTMENTS LLC
2201 R ST. NW,
AUBURN, WA 98002
CONTACT: ROBIN GRIST
205-722-5550
SITE ADDRESS
2201 R ST NW
AUBURN, WA 98002
ENGINEER
LARRY MCANOREWS, P.E.
TMG
5242 CALIFORNIA AYE SW
- - L--- - -
SEATTIE, WA 98136
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2DO-818-12DO
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SURVEYOR
M W MARSHALL
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7834 BE 32ND ST. STE 205
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MERCER ISLAND, WA 98040
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200-232-5282
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ARCHITECT
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JOHN GREGORY WHARTON AIA
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5715 5 EDDY ST
SEATTLE, WA 98118
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205-89D-3128
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CONSTRUCTION
SEQUENCE
SHEET
INDEX
A. HOLD A PRE -CONSTRUCTION MEETING WITH CITY OF
SHEET/
DESCRIPTION
AUBURN OFFICIALS.
1
COVER SHEET Nk SITE PLAN
B. MARK CLEMING AND GRADING LIMITS.
2
SITE SURVEY
C. INSTALL TEMPORARY EROSION CONTROL MEASURES
(TESL), INCLUDING CATCH BASIN PROTECTION. ADJUST
3
TESC
TESC PLAN AS NECESSARY FOR SITE CONDITIONS AND
4
DEMOLITION PLAN
WEATHER THROUGHOUT CONSTRUCTION.
5
WATER (BACKFLOW PREVENTER)
D. BEGIN DEMO AND INSTALL UTILITIES INCLUDING
PERMANENT STORM DRAINAGE AND WATER.
6
STORM DRAINAGE PLAN
E. INSTALL TEMPORARY FENCING EXCAVATE FOUNDATION
7
GRADING PLAN
AND BEGIN BUILDING CONSTRUCTION. LIMIT DURATION
OF EXPOSED SOILS,
8
PARKING AND PAVEMENT PLAN
F. ESTABLISH FINAL GRADE AND BEGIN PAVING. INCLUDING
9
DETAILS
NEW DRIVEWAY APRONS
10
LANDSCAPE PLAN (0)
G. INSTALL LANDSCAPING, PAVEMENT MARKINGS AND OTHER
FINISHES.
11
LANDSCAPE DETAILS (L2)
H. REMOVE TESC MEASURES FOLLOWING FINAL SITE
STABILIZATION.
REQUIRED PERMITS
1. SPECIAL PERMIT
2. STORM PERMIT
3. BAD( FLOW PREVENTER (DOMESTIC)
4. FIRE LINE CONNECTION PERMIT
5. BUILDING ADDITION (ADD 15-0037)
CALL 2 BUSINESS
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PARKING REQUIREMENTS
EX. MFG. IZ507 SF- 13
NEW WAREHOUSE 3.667 SF m 2
EX. OFFICE 1,187 SF = 3
PARKING REQUIRED m 18
PROVIDED ON -SITE = 17
PROMDED/USED OFF -SITE m 1
PROVIDED TOTAL = 18
BENCH MARK LOCATION
WEST VALLEY HWY t 20TH ST. NW
BRASS MOI AT CL OF INTERSECTION
ELEVATION m 57.05
30- F
DATUM: CITY OF AUBURN (NAVD W)
EXCAVATION
CUT - 440 CY
FILL 0 Cy
ZONING
M-1
BUILDING CONSTRUCTION
GROUP - F2
IMPERVIOUS CALCULATIONS
TOTAL EXISTING IMPERVIOUS = 31,705 SF
TOTAL PROPOSED IMPERVIOUS � 31,570 SF
NET CHANGE - - 135 SF
TOTAL DISNRBED AREA - 4,049 SF
TOTAL ADDED AND
REPLACED IMPERVIOUS m 5,789 SF
LEGAL DESCRIPTION
KC PARCEL / 129160-0060
LOT 6 OF THE CALHOUN INDUSTRIAL PARK. A PORTION OF
THE NE 1/4 OF SECTION 11, TOWNSHIP 21 NORTH, RANGE
4 EAST, W.M., AS RECORDED IN VOLUME 129, PAGE 27 OF
PLATS. RECORDS OF KING COUNTY, WASHINGTON.
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VICINITY MAP
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LEGEND
EXISTING PROPOSED DESCRIPTION
K� SPOT ELEVATION
® S SANITARY SEWER MANHOLE (SSMH)
0 SIDE SEWER CLEAN OUT
p ■ STORK DRAIN CATCH BASIN (CB)
® TESC CB PROTECTION (o
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pQ >ml WATER VALVE
® ■ WATER METER
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UTILITY POLE
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SIGN
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— — — — — — RIGHT OF WAY
-- PROPERTY LINE
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_. - _ _ _ -- MINOR CONTOUR
60 MAJOR CONTOUR
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SEWER MAIN LINE
WATER SERVICE LINE
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THESE DRAWINGS CONFORM TO THE
CONTRACTORS CONSTRUCTION RECORDS
BY DATE
TITLEIPOSITION _
CONFIRMED BY CITY DATE
PROJECT REF'. GRA 1&0028
THESE PLANS ARE APPROVED FOR
CONFORMANCE WITH THE CITY OF AUBURN'S
ENGINEERING REQUIREMENTS.
APPROVED BY.
DATE APPROVED.
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THESE DRAWINGS CONFORM TO THE
CONTRACTOR'S CONSTRUCTION RECORDS
BY DATE
TITLE'POSITION
CONFIRMED BY CITY DATE
PROJECT REF! GRA 15-W26
THESE PLANS ARE APPROVED FOR
CONFORMANCE WITH THE CITY OF AUBURN'S
ENGINEERING REQUIREMENTS.
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GRADING AND EROSION CONTROL NOTES
1. WITHIN THE CITY OF AUBURN, ALL REWIRED SEDIMENTATION AND EROSION CONTROL
FACILITIES INDICATED ON THE PLANS MUST BE CONSTRUCTED AND IN OPERATION
PRIOR TO LAND CLEARING AND/OR OTHER CONSTRUCTION ACTIVITIES. THESE
FACILITIES SHALL BE MAINTAINED AND UPGRADED, IF NECESSARY, TO INSURE THAT
SEDIMENTLADEN WATER AND STORM DRAINAGE RUNOFF DOES NOT IMPACT THE
ADJACENT PROPERTIES, NATURAL DRAINAGE WAYS, OR THE EXISTING CITY STORM
DRAINAGE SYSTEM.
2. THE SOURCES FOR AL MATERIAL IMPORTED TO THE SITE SHALL BE APPROVED BY
THE CITY.
3. THE STORM DRAINAGE DETENTION (MENTION IF INFILTRATION SYSTEM IS USED),
SEDIMENTATION AND EROSION CONTROL FACILITIES DEPICTED ON THE APPROVED
DRAWINGS ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE
CONDITIONS. ADDITIONAL DRAINAGE AND EROSION CONTROL FACILITIES MAY BE
REWIRED AS SITUATIONS WARRANT DURING CONSTRUCTION. THE IMPLEMENTATION,
MAINTENANCE, REPLACEMENT AND ADDITIONS TO THESE CONTROL SYSTEMS SHALL BE
THE RESPONSIBILITY OF THE PERMITEE.
4. THE TEMPORARY EROSION CONTROL FACILITIES INCLUDING ALL PERIMETER
CONTROLS AND THE DETENTION (RETENTION IF INFILTRATION SYSTEM IS USED),
CONTROL PONDS, SHALL REMAIN IN PLACE UNTIL FINAL SITE CONSTRUCTION IS
COMPLETED. AFTER CITY APPROVAL., THE CONTRACTOR WILL BE RESPONSIBLE FOR
REMOVING ALL TEMPORARY FACILITIES.
5. THE CONTRACTOR WILL BE REWIRED TO WATER THE SITE AS NECESSARY TO REDUCE
DUST EMISSIONS AS A RESULT OF CONSTRUCTION ACTIVITY.
E. NO TRACKING IN THE ROADWAY IS ALLOWED IF SEDIMENT ID TRACKED ONTO THE
ROAD THE ROAD SHALL BE THOROUGHLY AND IMMEDIATELY CLEANED BY SHOVELING
OR PICKUP SWEEPING TRANSPORT SEDIMENT TO A CONTROLLED SEDIMENT DISPOSAL
AREA KEEP STREETS CLEAR AT ALL TIMES.
7.ALL AREAS OF ACTIVE EARTHWORK WHICH HAVE THE POTENTIAL FOR EROSION AND
SEDIMENTATION IMPACTS ON ADJACENT PROPERTIES NATURAL DRAINAGE WAYS OR
THE EXISTING CITY STORM DRAINAGE SYSTEM MUST BE STABILIZED ACCORDING TO
THE FOLLOWING SCHEDULE:
FROM MAY 1 TO SEPTEMBER 30, AREAS AT FINAL GRADE AND THOSE THAT ARE
SCHEDULE TO REMAIN UNWORKED FOR MORE THAN SEVEN (7) DAYS SHALL BE
STABILIZED.
FROM OCTOBER 1 TO APRIL 30, EARTHWORK ACTIVITIES SHALL BE CONDUCTED IN
STAGES IN ORDER TO MINIMIZE SOIL EXPOSURE EXPOSED SOILS THAT WILL
REMAIN UNWORKED FOR MORE THAN TWO (2) DAYS SHALL BE STABILIZED
IMMEDIATELY.
1. PRIOR TO MOVING ANY MATERIALS OR EQUIPMENT ON
PUBLIC SIIILTS, THE OONiRA,9OR SHALL 91BYIT A HAUL
ROUTE PLAN TO THE FN®EER FOR APPROVAL PER SECTION
1-07.211 OF THE CONSTRUCTION STANDARDS THE HAUL
ROUTE RAN MUST BE APPROVED SY THE CITY PRIOR TO
THE START OF DONS7RLUCTIDHL
2 FINAL STAMUZA71ON OF LANDSCAPED AREAS PER
LANDSCAPE RAN.
3. RETURN CONCRETE TRUCKS TO BE CLEANED AT CONCRE7E
PLANT.
4. ADOMONAL SINE PIIOIECTION MAY BE REWIRED BY CITY
OF AUBURN INSPECM
CALL 2 BUSINESS
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RECORD DRAWING CERTIFICATION
THESE DRAWINGS CONFORM TO THE
CONTRACTOR'S CONSTRUCTION RECORDS
BY DATE
ITTLEPOSITION
CONFIRMED BY CITY DATE
PROJECT REF: GRA 15'0028
THESE PLANS ARE APPROVED FOR
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FIRE SPRINKLER SYSTEMS NOTES
SPRINKLER SYSTEMS SHALL MEET CM OF AUBURN STANDARD 7.01.5.2 AND THE FOLLOWING
REQUIREMENTS:
1. PROPOSED FIRE LINE TO BE SIZED BY A FIRE PROTECTION ENGINEER.
2. SACKFLOW PROTECTION IS REQUIRED ON FIRE SPRINKLER LINES
3. A SEPARATE DETAILED PLAN OF THE UNDERGROUND FIRE SPRINKLER SUPPLY LINE
SHALL BE APPROVED BY THE FIRE MARSHALL AND INSTALLED BY A WASHINGTON STATE
CERTIFIED LEVEL RP CONTRACTOR IN ACCORDANCE WITH WAC 2124"10.
4. A POST INDICATOR VALVE SHALL BE INSTALLED ON THE FIRE SPRINKLER SUPPLY LINE
TO ISOLATE THE SYSTEM FROM THE C17YS WATER SYSTEM WHEN REWIRED FOR
REPAIR.
5. BLOCKING, PIPING, AND ROODING DETAILS SHALL BE PROVIDED WITHIN THE SUBMITTAL.
6. APPROVAL OF THE CIVIL PLANS DOES NOT APPROVE THE INSTALLATION OF THE
SPRINKLER SYSTEM SUPPLY PIPING.
CROSS CONNECTION CONTROL NOTES
CROSS CONNECTION CONTROL SHALL MEET THE FOLLOWING REQUIREMENTS:
1. ALL BACKFLOW PREVENTION ASSEMBLES SMALL BE INSTALLED IN A MANNER THAT WILL
ALLOW PROPER OPERATION, AND IN -LINE TESTING AND MAINTENANCE.
2. A BACKFLOW ASSEMBLY PLUMBING PERMIT IS REQUIRED FOR ALL ASSEMBLIES
INSTALLED WITHIN THE CITY OF AUBURN, AND/OR THE CITYS WATER DISTRIBUTION
SYSTEM.
3. BACKPLOW ASSEMBLIES MUST BE ON THE CURRENT WASHINGTON STATE DEPARTMENT
OF HEALTH—BACKFLOW ASSEMBLIES APPROVED FOR INSTALLATION LIST.
A. BACKFLOW ASSEMBLIES MUST BE TESTED BY A STATE CERTIFIED BACKFLOW ASSEMBLY
TESTER, AND INSPECTED AND APPROVED BY A CITY OF AUBURN CROSS CONNECTION
CONTROL SPECIALIST.
S. PRIOR TO INSTALLATION, SUBMIT TO THE DEVELOPMENT RENEW ENGINEER FOUR (I)
SETS OF BACKFLOW PREVENTION ASSEMBLY PLANS, INCLUDING THE CONNECTION
POINT TO THE CITY MAIN FOR REVIEW AND APPROVAL.
a
CONTRACTOR TO INSTALL
AN AUBURN APPROVED Fuc4,
CHECK VALVE ASSEMBLY
INSIDE EXISTING BUILDING.
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THESE PLANS ARE APPROVED FOR
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RECORD DRAWING CERTIFICATION
THESE DRAWINGS CONFORM TO THE
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BY DATE
TITLEIPOSITION
CONFIRMED BY CITY DATE
CALL 2 BUSINESS
DAYS BEFORE
10 5 0 10 20 YOU DIG
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1. ADJUST EXISTING CATCH BASINS AND
MANHOLES TO FINISH GRADE AS 1
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BY DATE
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RECORD DRAWING CERTIFICATION
THESE DRAWINGS CONFORM TO THE
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BY DATE
TITLEE'POSITION
CONFIRMED BY CITY DATE
PROJECT REF'. GRA 15-002e
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RECORD DRAWING CERTIFICATION
N�EA 18'0028
NOT TO SCALE
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THESE DRAWINGS CONFORM TO THE
PROJECT REF.
C!Bd TRACTORS CONSTRUCTION RtCORDS
BY DATE
THESE PLANS ARE APPROVED FOR
CONFORMANCE WITH THE CITY OF AUBURN'S
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I " ' I . PERMITTING NOTES LANDSCAPE TABLE
d °
I a ' ° �• 1. SKaFFi DISTANCE I. PARCEL AREA = 13050 SF
Contractor to coordinate installation of this plan With sight distance m0mbrt provided on the chest. eight disten im
I ' - , a mifonmation Was obtained Rom Civil Engineer hee inand this sheet shell be reviewed Civil Engineer. Contractor to 2. LANDSCAPE AREAS (THIS SWEET)
a +. N. ° renove arxiotNxq shruba s ocoring in m distance area. No plants greater then 15" Fright "ll be planted Within A - 36012 OF (EXISTING FORESTED/VEGETATED AREA)
..�4 . 'a' . ° sight distanims traeigle. G - 180 OF
BUIL1aIt�G EXP QNSIGN N 2. All planters With tress shell have root barrier per Detail 4, sheet L-2. E - 140 OF
CYCLONE FENCE� , .. ,� 3. Proposed Landscaping o taide of right of wa shell have imigation per City Codes (ACC 18bV~iCA). F - 141 OF
. n , ° ° -- - No irrigation shall be provided in the public right of Way. Ses note 9 on SMeE L-2. Contractor shell unify G - 566 8F
- - opera ion of double duck valve assembly (DVCA) or provide new DVCA 4- 41 SF OF
° ° a. m ° 4. Contractor to follow " L163 as described m StonmWate. Report. toe BI'IP C12(Compost)for 5 (Cot) for erosion J - B8 OF
.° ° control mulching in all exposed wit areas. Do not seed planting areas, m ich miposed wil with Compost and
Z °6 ; ° �� top -dress with more compost after ptanemg. 3. TOTAL LANDSCAPE AREA = 36,TT08F
h ° °
S. See calculations lMs sheet for landscaps coverage in 'Landscape Table' pirsuert to AC I8D0ID405. 4. PERCENTAGE Gf SITE YECaETATED/LAIJDSCAPED = 532 x
7, ^� �'; PROVIDE TOPSOIL AND
CsROUNDAT
SDE YARD
IN
- - - L PACIFIC WIRE BUILDING (EXISTING)
---
NEW CLM D PLANT
REMOVE GRAVEL AND - R SEE CI�VILL PLANS. AREA
PEi G E
PROVIDE TOPSOIL AND PARKMG AREA AND TYPE III LANDSCAPING. ----
-.-- IX EUONYT'11J6
GROII IDEEEYARD AT
�) V
EX SONIC. PLAZA I \J
--
NEW CURB AND PLANTING AREA t
PER SEE CIVIL PLANS. EX BOXWOODS — -
PARKMCs AREA LANDSCAPMCx - _ EX-AINIPER J
DENIER (d:) OF 10' TYPE III LANDSCAPMG AT FRONTAGE '
u�0utoauD LANE B PRUNE AND TRIM ALLEXl6TING SW12dD8-!______ 401 TYPE III LANDSCAPING AT FRONTAGE
\... _ IN PLANTER TO 36" I4T MAX REMOVE ! FIVE AND TRIM ALL EXISTING BHRJBS J
_r =: - -- - -- - 8. ADD TREES AND IN PLANTER.DREMOVE REE GRASSES AND LLEEDS.
1 ..- ---- B RDIkDGOVER TO REMARI
EK FIRE HYDRANT IE - W CUM PROVIDE MILCH.
(SEE CIVIL PLANS) 2WO FOR LEFT TURNS
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WITH 30 MM4 DESIGN SPEED
CL OF ROW
0 34
2
PLAN NOTES -
EX, IVY TO REMAIN
II —
PROVIDED BY
0 SEATTLE, WA 96136
F
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PROJECT REF: GRA 1 5-0026
THESE PLANS ARE APPROVED FOR
CONFORMANCE VYITH THE CITY OF AUBURN'S
PLANNING DEPARTMENT RE94REMENTS.
APROVED BY'
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LANDSCAPE PLAN
LANDSCAPE GENERAL NOTES PLANT LEGEND
1. PROTECTION OF 817E L QUAN NAME SIZE AND REMAFKB
Locate all ewer�innpq and new underground utility Imes prior to any construction. Save and protect misting
trees deslgoatedio remain Repair any damage done to curbing, sidawaks, fences, and arty other damage F b M) w 15" Gt Mn wuird
caused as a result of this contract. p 15" CAL vex n Matched
Frontgr Romero
2. BUBGRADE PREPARATItT!
Remove from planting areas all Invasive weads (id. grasses, blackberry, scotch broom) and rocks/debris _2 ACEI!qr demand La" GL IG' Fla Mn,wind, iCal 4
larger than a 1" sim Trom planting areas prior to placing topsoil and as uncovered during tilling and planting. I Q etrwtr ending
3. TOPSOIL !I Paporftrk Mai
Follow Eller CI25 Topsoiing / Composting in the 20M Ecology Stor wester Manual for Weston il/ashlngton.
Imported topsoil shall bib a prepared 2 way or winter mix topsoil from an approved commercial supplier. -- -- W VACCINW ovauan t Gel, " HL M, Fun
Fill new planters with topsoil to 1" below top of orb elevation. Native Evergreen Hu Evergdv�ery apa�n
low Ran
4. MULCN
Provide 2" depth medium comiolst h in all new and misting shrub and ground -cover areas and at atll exposed
will areas. FR?GE AA V;aerr_ i1 _ 4" Pa Full, Min. 'Rams
Nadi u atri away p" Triangular
5. GRADMCs
ams
Landscape Contractor to be respo able for maintaining finish grading in all planting areas as indicated on ps�h plane, in typical details and b �sass-esctloro and as discussed duninq preconsGvction mastings. verify Medium C'0"t Muldm amide At All Eoil ,mermen
repreprovision of entative vealil Ina f 3 gib scr con% or otentor �dreinto ei anti problems inbas ore n foot. prior ttostarti work and n Landscape Cods.
spr ng ny agency P 9 Ix �9r P'' starting
6. PLANT MATERIALS
All plants shall conform to code of standards set forth in the latest edition of American Society for Nursery Stock
All deciduous tress with single trunks to ba size and variaty as specified in plant legend, straight tiunked,
symmetrically branded, with lower brardnae prurad for fined clearance.
Agl�dangreen trees to be size and variety as specified in plant Iegand, with full symmmetrical branching low to
All plant material to bib nireel crown and purchased by contractor to match within each variety in size, quality
and character as indicated in pTent legend, sibs Sim and Remarks.
All rourdcover planting to be triangularly spaced on center as Indicated inplant lagaod throughout dsslgnated
pia ing areas to dripllne of low branching shrubs and evergraeri trees. .t—cmys aTAW
Plant material not matching these requirements shell be rejected.
1. FERTILIZER O
Fartillze an new plant material with lig Agriform' tablets. Provide (4) tablets per tree, (2) per shrub, and lV per
4 gTAKI'l oAND Piece tablets eroud rootbell after badtl'Illlrmg by 50fs for tree, shrub, and groundcover planting�SEE RR !sAT!O\ IV O'E •�®AR eTAIMB
4 FtJN
S. BTAKING AND GUYINCs
se—lwI-u_l planting-de-ta-lb-. — --------- f e--- -- -------—
3IRRIGATION L
txNorWLiees
No IrcgatlOn In right of era Slts irrigation system shell bib per bidder deed Irrgetlon system elTell bib a hose �� ROOT eau DIA
suttee T1IamLY AFMR n min
bib quids coupler system er manual waterlog with hoes bibs no ferthler then awayy Rom landscape areas per ne aTAMO PMW004PICLAR To
City of AI161aT1 Code or an automated In -Ilia drip irrlggatian eyetsm to water all renew iendscappee pplentinge. Provldsj �v'��ew
double check valveessenbly CDVCA) per water jurlsddlon requiremsnte or verify existiningty DVCA exete and is 2 • T CKPAw sTAse
operatlonel. Provide bd for both hose bib system and drip system for owner dscislor oT Irrigation method. E Oak nut t T TO taHle+
10. MAINTENANCE -_.._____-___-_-___-___-_._._-___-___-___._._. W" VIA eLAR RABBI Holes TIP. �
Landscape Contractor to maintain all planting areas until final acceptance of the job bu this Owner. During ���yQ e��
the period all damaged, dead, dismissed, dying, or broken plant m teriala shell be reps cad Immediately by <y ) etoK Au "Tic AND teen
the Landscape Contractor at w additional cost to the owner. Site shall be mantaned during landscape r Drru nACN UYet
construction to keep sits clean of excses soil or excavation on paved areas. Landscape contractor to
coordinate with Best Management Practices of the jurisdiction of the site. III— FINISH aRAOEI
11. W II ITI'
Landscape Contractor shell warrant the purchaser that all new and restored lawns and new nursery stock
plant ma Bale such as shrube, trees, flowers and ground cover shall, at the time of installation, be free Rom
defects due to disease or damage caused by mishendlinngg or Improper planting This warranty anti[ be for a
perio
d of ONE YEAR FROM TI-E DATE OF FINAL ACCEPTANCE. On any Item which purchaser believes
does not conform to the Warrent.y, the Landscape Contractor shall have the right,, i t their own experre, to
test the Item to determine the cause of a defective or damaged condition. This warranty does not extend to,
and the Landscape Contractor will not be required to accept rseponsibility for natural disasters or improper
cars or maintenance by the purchaser after the date of mtdllation.
12. CLEAN UP
Prior to final acceptance and payment, the Landscape Contractor shell remove Rom site all trash and debris
caused as a result of this contract and shell pressure weep or wet broom all soil from pavement.
13. INSPECTIONS
No plant materials shall be installed until inspection is done log Aurairs Rep or Contractor ehall assume all
remedial measurer. Landscape Architect or Owner may also request adjustments to the planting layout during
installation at no added cost to the job.
e L
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2(7V DECIDUOUS TREE PLANTING DETAIL
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PROJECT REF: GRA 15-0026
THESE PLANS ARE APPROVED FOR
CONFORMANCE WITH THE CITY OF AUBURWS
PLANNING DEP M RE O REMENTS.
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