HomeMy WebLinkAboutPlan, Tentative APPLICANT 3/11/2009
NOTES:
1. THE PROPERTY IS LOCATED IN ZONE X ON RRM MAPS 41039C1161F DATED 1985-09-27 AND IS
IN AN AREA Dt.1 t:.RMINED TO BE OUTSIDE 500- YEAR FLOOD PLAIN.
2. SOIL TYPE ON THIS SITE IS AWBRIG-URBAN LAND COMPLEX.
3. PROPERTY IS ZONED LIGHT MEDIUM INDU:) I tdAL (LMI). THE REMAINING PROPERTIES ARE ZONED
AS SHOWN.
4. EXISTING PUBLIC AND PRIVATE UTILITIES ARE SHOWN. PROPOSED PRIVATE UTILITIES ARE SHOWN
ON SHI::.t.1 C3.
5. ELEVATIONS BASED ON LANE COUNTY DATUM. A NOM ROD IN CASE IN SIDEWALK; NOKIH OF
MAIN ~IKEET WEST OF 39TH STREET. ELEVATION = 478.69.
6. THERE ARE NO LID FACILITIES NEAR THE SITE.
7. THERE IS NO SIGNIFICANT VEGETATION ON THE SITE.
8. FIRE HYDRANTS ARE LOCATED AS SHOWN.
9. PROPERTY IS LOCATED WITHIN THE 10-20 YEAR TIME OF TRAVEL ZONE.
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SITE REVIEW PLAN SET
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N.E.1 /4 S.E.1 /4 SEC.31, T.175. R.2W. W.M.
TAX LOT: 2000
SPRINGFIELD, LANE COUNTY, OREGON
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,APPLICANT / OWNER
RANDY MCDOUGAU_
R REPAIR SERVICE
244 39TH STREET
SPRINGFILED. OR. 97478
PRO~ECT COORDINATOR/
,ENGINEERISU,RVEYOR
OLSON & MORRIS
380 Q: ~ I KEET SUITE 200
SPRINGFIELD, OREGON 97477
PHONE: (541) 302-9790
FAX: (541) 485-3253
LANDSCAPE ~RCHITECT
MATT KOEHLER. LA
1554 lARKSPUR LOOP
EUGENE. OREGON 97401
ZONING, LE(~END
LOR = lOW DENSIlY RESIDENTIAl
WI = UGHT MEDIUM INDUSTRIAL
MDR = MEDIUM DENSIlY RESIDENTIAl
SHEET INDEX
C1
C2
C3
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LA-1
Sill:. ASSESSMENT PlAN
SITE DEVElOPMENT PLAN
SITE CONSTRUCTION PlAN~-
CIVIL DETAILS i,
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LDAP ~ ,.
PlANTING PLAN {:<
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EX. 15' ARBORVITAE fli) " ) 65.5' ~ J --- I
HEDGE '\ 1t ~ ~ -,1 EX. ENCLOSED J
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~ \ \) t ( ,":)' I PATIO EX. STAIRS
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TRANSttt( q TO BE REPLACED
WEll --
EX. STORAGE
UNIT 11. X 19.
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SITE DATA
TOTAl SITE AREA -
PROPOSED LANosCAPi4,394 SQ. FT. (0.56 ~)
EXIS1lNG IMPERVIOUS AR~fA_ = 4,779 SQ. FT.
(315 SQ - 8,305 SQ. FT.
NEW IMPERVIOUS AA~ TO BE REMOVED)
PERVIOUS ARfA _ 8 = 6,364 SQ FT
TOTAl BUIlDING "AA.: _ SQ. FT. · ·
REQUIRED PARKING: - 5,245 SQ. FT.
TOTAl REQUI
TOTAl PROVIDED = 4 RED (1 PER EMPLOYEE)- -
HANDICAP SPACES R SPACES - 1
HANDICAP SPACES EQUIRED = 1
BICYCLE PARKING :r~DED = 1
W!3 UIRED (1 PER 6 000
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PARKING PROVIDED
3 SHORT TERM, 1 ~ ~M
NOTE:
1. LONG Il:.KM BICYCLE
WITHIN THE EXlsnNG BUI~:~~NG WILL BE PROVIDED
2. PARKING UGHTI
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SUR NAGE FOR EXISnNG
BIO!~~WILL BE DIRE~ltD ~r: ~EOTpIMPERVlOUS
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4. DRAINAGE FOR THE
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<2> PAVING CONSTRUCTION NOTES
1. CONST STD. EXTRUDED CURB AS PER DETAIL REFER TO
SHEET C4.
2. CONST STD. WHEEL STOP AS PER DETAIL REFER TO
SHEET C4.
15. CONST 3" AC OVER 10" CRUSHED ROCK
17. CONST PERVIOUS CONCRETE AS PER DETAIL REFER
TO SHEET C4.
40. CONST 4" REINFORCED (64 REBAR 12" O.C. BOTH WAYS)
CONCRt.1 t. OVER EXISTING CRUSHED ROCK
82. SAWCUT AND REMOVE EXISTiNG CONCRt.It. TO CUTUNE.
84. SAWCUT AND REMOVE EXISTiNG AC TO CUTUNE.
90. CONST BICYCLE PARKING RACK PER DETAIL REFER TO
SHt.t.1 C4.
100. INSTAll DISABLED PERSON W/ VAN ACCESSIBLE SIGN AS
PER DETAIL Rt.t tot< TO SliEET C4
110. PAINT 4" ~IKIPE 'iRAFAc WHITE" ·
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(i) STORM CONSTRUCTION NOTES
409. CUT INTO EXISTING CURB INLEf.
413. CONST :)IU. 6" TRENCH DRAIN W/SUMP PUMP AS PER
DEllAL. REFER TO SHt.t.1 C4.
415. CONST AREA DRAIN AS PER DETAIL Rt.ttR TO SHEET C4
444. CONST BIO-SWALE AS PER DETAIL REtt.t< TO SHEET C4 ·
445. CONST 3: ROUND ROCK OUTFAll STRUCTURE. ·
474. CONST 2 SCH 40 PRESSURE UNE.
476. CONST 4" SOCK WRAPPED PERFORATED PIPE.
479. CONST 6" STORM DRAIN PIPE, HOPE.
\
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LEGEND
----
----
EXISTING CURB & GlJ II tot<
EXISTING OVERHEAD ElECTRIC
EXISnNG 6. CHAIN UNK FENCE
EXISnNG WAI t.t< UNE
EXISnNG WAIt.K Mt.ltR
EXISTING WAI tJ( VALVE
EXISnNG ARE HYDRANT
EXISnNG WASTEWAI t.K S't~ 1 tM
EXISTING CLEANOUT
EXISTING AREA DRAIN
EXISTING CURB INLEf
. EXISTING STORM DRAINAGE SYSTEM
EXISTING: STREET UGHT
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TOPSOIL MATERIAl
lANDSCAPE AS PER PLANS
EXTRUDED CONCRtlt. CURB CLASS 3000 - 1/2"
/ CONCRt.lt. AC PAVING SURFACE SHAll BE
ClEAN AND FREE OF AlL FOREIGN MAl tidAl
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W !V ANACCESSIBLE DETAIL
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.KEYED NOTES
o 5" PERVIOUS CONCRt.It.
f2\ 2" COMPACTED 3j4"-0"
\::.I CRUSHED ROCK
o a" UNCOMPACTED OPEN GRADE ROCK
o 4" SOCK WRAPPED PERFORATED PIPE
o COMPACTED SUB-GRADE
,
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STONE BASE
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NOTE:
EXCAVAI t.u AREAS TO BE UNED
WITH GEO- TEXTILE FABRIC.
3" ROUtID ROC.K
CHECK DAM SPACED
20. O.C.
It ROUND ROCK
OUTFAlL ~1t(UCTURE
SWALE SHALL BE ANELY
GRADED AND SEEDED.
Rtl-I:.R TO LANDSCAPE
PLAN LA-1
DRAINr_'EC~I BASIN W /CORRUGATED
,PIPE AND SQUARE GRAT1 DETAIL
N.T.S.
PER~OUS CONCJETE DE~A~L
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BIO-SlfALE CROSS SECTION
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GENERAL NOTES:
1. > Prior to any ground disturbance on the site one inspection with LDAP staff is required. Issuance of this plan does not relieve the permit holder and or the
contractor from all other permitting requirements. Prior to beginning construction activities, all other necessary approvals shall be obtained.
2. The erosion and sediment control measures shown on this Erosion Sediment Control Plan (ESCP) ore the minimum requirements for anticipated site
conditions. During the construction period. these measures shall be upgraded as needed for unexpected storm events and to ensure that sediment and
sediment-laden water does not leave the site. A copy of this ESCP must be kept on site. Changes to the ESCP must also be submitted in the form of an
Action Plan to DEQ or its Agent for approval. (Schedule A.7.f.)
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GENERAL SITE INFORMATION
1. TYPE OF DEVELOPMENT: LIGHT MEDIUM INDUSTRIAL SITE WITH PRIVATELY
OWNED AND MAINTAINED PARKING. STORAGE AND STORM DRAINAGE.
2. CON~ 1 KUCTION ACTIVITY WILL CONSIST OF:
PRIVATE PARKING WITH CURB, CONCRETE AND ASPHALT PAVING
- PRIVATE STORM DRAINAGE SYSTEM
o CONSTRUCTION NOTES
177. INSTALL BIO-BAGS AT CATCH BASIN OPENING, PLACE BALES TO
COMPlt.ltlY SURROUND INlET OPENING.
'\
3. PROPOSED CONSTRUCTION SCHEDULE:
PUBLIC FACILITIES ONLY
3. The implementation of the ESCP and construction, maintenance, replacement and upgrading of the erosion and sediment control measures is the responsibility of
the permit registrant until all construction is completed and approved by the local development agency and vegetation / landscaping is established. The permit
registrant shall be responsible for maintenance after the lots are approved, until the lots are sold and the 1200-C permit is terminated. (Schedule A.4.a.) and
(Schedule 0.3.)
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SEPTEMBER 2008
NOVEMBER 2008
BEGINNING DATE:
COMPLETION DATE:
DEVELOPMENT AREAS
TOTAL AREA:
PERCENT OF SITE DISTURBED
4.
Curb Inlet
sedimentation dam
0.56 ACRES
45%
4. The implementation of the ESCP and the construction, maintenance, replacement and upgrading of the erosion and sediment control measures is the
responsibili4' of the permit holder and or the contractor until all construction is completed and accepted and vegetation / landscaping is established.
5. The boundaries of the clearing limits shown on this plan shall be clearly flagged in the field by the engineer prior to construction. During the construction
period, no disturbance beyond the flagged clearing limits shall be permitted. The flogging shall be maintained by the applicant / contractor for the duration of
construction.
Curb
Inlet
\
01
5. SOIL TYPE ON THIS SITE IS AWBRIG-URBAN LAND COMPLEX.
Bio-bags
SCALE: '.=20'
20'
-
20' 0
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40'
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6. The erosion and sediment control measures on active sites shall be inspected and maintained at least once every seven (7) calendar days, before weekends
&: hollidays and within the 24 hours after any storm event of greater than 0.5 inches of rain per 24-hour period. Measures shall be inspected by contractor
after each rainfall and at least daily during prolonged rainfall. Any required repairs or adjustments shall be made immediately.
7. All erosion and sediment control measures shall be protected from damage at 011 times. Control measures sholl remain in place until permanent
re-vegetation has been stabilized. Any measure that is damaged or destroyed shall be repaired or replaced immediately.
Curb
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8. Any areas of exposed soils. including roadway embankment that will not be disturbed for two days during the wet season (October 1 to April 30) or seven
days during the dry season (May 1 to September 30) shall be. immediately stabilized with an approved ECS method (seeding &: mulching with straw. bark.
compost. or plastic covering. etc.)
9. Str~et sweeping shall be performed as needed or when directed by the City inspector to insure public right-of-ways are kept clean and free of debris.
10. When trucking saturated soils from the site, either water-tight trucks shall be used or loads sholl be drained on site until dripping has been reduced to no
more than one gallon per hour. Sediment laden water will not be allowed to enter the stormwater system.
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Inlet Protection Detail
11. Extracted ground water from excavated trenches shall dispose of in a suitable manner without damage to adjacent property. Dewatering systems shall be
designed and operated so as to prevent removal of the natural soils and so that the groundwater level outside the excavation is not reduced to the extent that
would damage or endanger adjacent structures or property. Approval of the system does not guarantee that it will meet the outcomes or be acceptable for use
in all situations. Modifications to the system will be required if the compliance can not. to met At no time will sediment laden water be allowed to leave the
construction site.
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12. A supply of materials necessary to meet compliance and implement the LDAP or other best management erosion practices under all weather conditions shall
be maintained at all times on the construction site.
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13. No hazardous substances, such as paints. thinners, fuels and other chemicals shall be released onto the site. djacent properties. or into water features, the
City. s storm water system, or related natural resources.
14. The ESC facilities shall be inspected by the contractor and maintained to ensure continued proper functioning. Written records shall be kept of weekly
reviews of the ESC facilities during the wet season (October 1 to April 30) and of monthly reviews during the dry season (May 1 to September 30).
15. Approval of this Erosion Sediment Control Plan (ESCP) does not constitute an approval of permanent road or drainage design systems (e.g. size and location
of roads, pipes, channels, retention facilities, utilities. etc.).
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16. The erosion and sediment control measures shown on this Erosion Sediment Control Plan (ESCP) must be constructed in conjunction with all clearing and
grading activities in such a manner as to insure that sediment and sediment laden water does not enter the stormwater system. roadways, or violate applicable
water standards.
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17. All work performed by utili4' companies for this project. including placement of appropriate erosion and sediment control measures. finished grading,
seeding, mulching and clean up is governed by the conditions and requirements of this erosion control permit The assurance that these requirements are met
will be the responsible of the permit holder.
lB. Soil stockpiled during the wet weather season (October 1 through April 30) shall be covered with polyethylene plastic sheeting and secured tightly in place
with an approved anchoring system. to ensure the stockpile is not exposed to rain or creating sediment laden run-off. Energy dissipaters and other control
measures may be required to slow runoff.
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19. Stabilized construction entrances / exits shall be installed at the beginning of construction and maintained for the duration of the project Additional
measures may be required to insure that all paved areas ore kept clean for duration of the project
20. Catch basin / curb inlets shall be protected by an approved method to prevent sediments from entering the stormwater system. Approved barrier methods
include filter fabric inlet barriers, block and gravel inlet barriers, gravel and wire mesh inlet barriers. and mesh bags filled with wood chips.
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21. Temporary grass measures must be fully established by October 1 or additional cover measures will have to be implemented until adequate grass coverage
is achieved.
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22. Issuance of the erosion permit does not relieve the permit holder from all other permitting requirements. Prior to beginning construction activities, all other
necessary approvals shall be obtained.
23. BMPs that will be used to prevent or minimize stormwater from being exposed to pollutants from spills, no discharge of concrete truck wash water. vehicle and
equipment cleaning, vehicle and equipment fueling. maintenance, and storage. other cleaning and maintenance activities, and waste handling activities. These pollutants
include fuel. . hydraulic fluid. and other oils from vehicles and machinery, as well as debris, leftover paints. solvents. and glues from construction operations. (Schedule
A.7.e.i.(2))
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24. Solid Waste and Hazardous Materials Management Follow project written spill prevention and response procedures, employee training on spill prevention and
proper disposal procedures: regular maintenance schedule for vehicles and machinery: and material delivery and storage controls, training and signage. material use.
covered storage areas for waste and supplies. (Schedule A.7.e.iii(3))
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25. The permittee must properly manage hazardous wastes, used oils. contaminated soils. concrete waste. sanitary waste, liquid waste. or other toxic substances
discovered or generated during construction and meet all state and federal regulations and approvals. (Schedule A.7.e. iii.(4))
26. Sediment must be removed from behind Bio Bags and other barriers it has reached a height of two (2) inches and before BMP removal. (Schedule A.7.f.ii.(2))
27. Removal of trapped sediment in a Sediment Basin or Sediment Trap or Catch Basins must occur when the sediment retention capacity has been reduced by
fifty (50)% and at completion of project (Schedule A.7.f.ii.(3) & (4))
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28. Should all construction activities cease for thirty days or more, the entire site must be temporarily stabilized using vegetation or a heavy mulch layer. temporary
seeding, or other method. (Schedule A.B.a.)
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29. Should construction activities cease for fifteen (15) days or more on any significant portion of a construction site temporary stabilization is required for that
portion of the site with straw. compost or other tackified covering that prevent soil or wind erosion until work resumes on that portion of the site. (Schedule A.B.b.)
30. Daily inspections when rainfall and runoff occurs of the BMPs and discharge outfalls must be the project ESCP Inspector. These inspections and observations
must be recorded in a log that is available on site. (Schedule A.6.b.i.) &: (Schedule B.l.b(l))
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of site inaccessibility and must be inspected visually once every two (2) weeks during inactive periods greater than seven (7) consecutive calendar days. (Schedule B.
1 .b.(2)-(3))
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See BioswaleSeeding Table.
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1. Verify exact.lo,cations. aod, routiog of exi~t.ingundergrQundutilities.prior to
starting excavation. Repair any damage to existing pipes, utilities, or
relatedfacilitiesat'Gonll<lcto~-expense'inamanner'approved by
Owner's Representative..
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2. Do not in~lall any plant materials until Owner's Represel,~a[;.Ie has
reviewed and approved soil preparation and finish grading. 'Refine the
shape and finish grade of plant beds as directed by Owner's.
Represe. .laUve.
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3. Protect all existing trees and plant materials to remain including limbs,
trunks, roots and root zones. Protect trunks, limbs, roots, and root zones
at drip, line. of existing. trees. and. plant materials to rernain.as directed by
Owner's Representative. Cut no limbs. or roots larger than 2~inch
diamc;;..cr without approval of Owner's Representative. Sharp pruning
equipment such as sawsand.loppers must be usedfcar'roots greater than
1-inchdiameter.Roots . shall' be cut-with approved sa\ftls.
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trees) during plant establishment.
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MUlCH
FINISH GRADE OF SOil
Mulch is in addition
-5~ .FiniSh .grade .is .top .of .planting soit. .Mulch is ill additiOn..
TREE STAKES
(2) per tree fOr 2" carlpef and up. (1) if
tree is less than 2" caliper. Stake on NoJth
andIorSouth side, Parallel and plumb,
Do not pieroe rootbaB. Slain as
direcled
TREE TIES
Staple a separate IoopelUieto
each s1ake.
6. Prune all new plant materials as directed by Owner's Representative.
ACTUAl TOP OF ROOT RARE
R.:.......Ie any extra soil placed on top of
buUress roots during m...ol>... J;i_~,.J.
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PLANTING SOil
7. Plant quantities shown are for Contractor's convenience only.
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MULCH
.IMPORTANT NOTE: -
Root Craavn minimum
LAWN or PAVING
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8. Trees, shrubs, and .groundcovers planted too deeply will not be accepted.
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PLANT LIST
Qty I f(ey IBotanicaI Name
Trees
Sulvade .
PRO-TIME 835 BID-FILTER SUMMER GRI:EN VEGETATIVE COVER
APPUCA TION RATE: 2 LBS /1000 SF
BOTANICAL NAME COMMON NAME
Undisturbed Subgrade or
~Soi1
Spacing
Size
Common Name
'NOTES:
T caliper
1:' .caliper
as shown
as shown
Alnus rubra Red Alder
Acenubrum 'Red sunser Red SunsetScartet Maple
Alo rub
Ace rub
3
2
60%
15%
SOk
~k
~k
7%
4%
Elka Perennial Ryegrass
Eureka Hard Fescue
YanvN millefolium,
Sweet Alyssum
Shamrock
.Dutch. White Clo.ver
Salinas Strawberry Clover
NOTES:
. Finish grade, unless specifically identified otherwise; is comprised
of a horizontal plane 4- above highest ad'jaC8Ilt edge.
Lolium perenna ItElkalt
Festuca ovina duiuscula "Eureka"
Yarrow millefolium.
Alyssum maritimum
Trifolium dubium
Trifolium, repens
Trifolium fragiferum "Salina"
. Trees planted too: deeply will not be accepted.
. Remove tree ties and stakes one year after planting unless directed otherwise.
. Remove'burlap from top of root. baD.
. Finish grade is top of topsoil. Mulch is in addition.
Shrubs
39 Mah rep
28 Thu.QCC
20 VIb daY
SHEEr 1 '
L_
24" O.C-
48" o~c.
48. o.c.
1 gallon
5 gallon.
5 gallon
Creeping Oregon Grape
Afborvitae.
David Viburnum
Mahonia repens
Thujaoccidentalis
Viburnum davidii
NTSG)
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Above Grade.
)-=C )UOUS I K.EE
Planting. and. Staking.
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