HomeMy WebLinkAboutMap APPLICANT 8/27/2008
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NOTES:
1. THE PROPERTY IS LOCATED IN ZONE X ON FIRM MAPS 41039C1161F DATED 1985-09-27 AND IS
IN AN AREA DETERMINED TO BE OUTSIDE 500- YEAR FLOOD PLAIN.
2. SOIL TYPE ON THIS SITE IS SALEM-URBAN LAND COMPLEX.
3. PROPERTY IS ZONED HEAVY INDUSTRIAL (HI), TAX LOT 400 IS ZONED PUBLIC LAND & OPEN SPACE
(PLO), TAX LOT 701 FALLS WITHIN THE URBAN GROWTH BOUNDARY AND IS ZONED HEAVY
INDUSTRIAL (HI), THE REMAINING PROPERTIES WITHIN THE CITY LIMITS ARE ZONED HEAVY
INDUSTRIAL (HI).
4. EXISTING PUBLIC AND PRIVATE UTILITIES ARE SHOWN. PROPOSED PRIVATE UTILITIES ARE SHOWN
ON SHEET C4.
5. ELEVATIONS BASED ON LANE COUNTY DATUM. A NOAA ROD IN CASE IN SIDEWALK; SOUTH OF
MAIN STREET BETWEEN 25 TH AND 26 TH STREET. ELEVATION = 473.83.
6. THERE ARE NO LTD FACILITIES NEAR THE SITE.
7. THERE IS NO SIGNIFICANT VEGETATION ON THE SITE.
8. FIRE HYDRANTS ARE LOCATED AS SHOWN.
9. TOP OF BANK AND RIPARIAN SETBACK ARE BASED ON LOW POINT OF TOP OF BANK SOUTH SIDE
OF MILL RACE. ELEVATION =459.28'.
SHEET INDEX
C 1 SITE ASSESSMENT PLAN
C2 SITE DEVELOPMENT PLAN
C3 SITE GRADING PLAN
C4 SITE UTILITY PLAN
C5 STORM MANAGEMENT PLAN
C6 CIVIL DETAILS
C7 CIVIL DETAILS
EC-1 LDAP
LA-1 PLANTING PLAN
SITE REVIEW PLAN SET
FOR
HAMILTON CONSTRUCTION
N.E.1 /4 SEC.1, T.18S. R.3 W., W.M.
TAX lOT: 300
SPRINGFIELD, LANE COUNTY, OREGON
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48" FL OUT (W)=446.31
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APPLICANT / OWNER LANDSCAPE ARCHITECT
HAMILTON CONSTRUCTION MIKE GEROT 0)
ROBERT HIRTE 1272 RIVER ROAD 00 ,.,.,
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P.O. BOX 659 EUGENE, OREGON 97404 , :;; :;; :;;
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SPRINGFIELD, OR. 97477 <.0 ~ D:: Q
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PHONE: (541) 746-2426 GENERAL CONTRACTOR ~ ~ ~ ~
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CHAMBERS CONSTRUCTION INC. ~ ..., - - > .(
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DAVE HOFFMAN t:1 fil ~ 8
PROJECT COORDINATOR/ en tx::
ENGINEER/SURVEYOR 3028 JUDKINS 'ROAD
EUGENE, OREGON 97403
OLSON & MORRIS
380 Q STREET SUITE 200
SPRINGFIELD, OREGON 97477
PHONE: (541) 302-9790
FAX: (541 ) 485-3253
ARCHITECT ZONING LEGEND cij
NAGAO-HANSEN ARCHITECTURAL PC Z
1680 PEARL STREET HI = HEAVY INDUSTRIAL Q
EUGENE, OREGON 97401 PLO = PUBUC LAND & OPEN SPACE ga
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PHONE: (541) 687-9600 ~
FAX: (541) 485-3253 ~
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PROPOSED FABRICATION
FACILITY
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TO <l OF SWALE
NOTE:
LINE SWALE WITH IMPERVIOUS LINER (FIRESTONE
PONDGUARD OF EQUIVALENT). LINER SHALL BE
KEYED INTO. TOP OF BANK OF SWALE TO PREVENT
WATER FROM INFILTRATING WITHIN 10' OF THE
BUILDING FOOTING.
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GRASSY -SWALE DETAIL
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LANDSCAPES
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DESIGN BUJLI) CONll\/\C'T'()RS
PHO NE 541-688-1040
FAX 541-688-8077
1
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 o'pprovals shall be obtained.
2. The erosion and sediment control measures shown on this Erosion Sediment Control Plan (ESCP) are 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.)
GENERAL SITE INFORMATION
1. TYPE OF DEVELOPMENT: COMMERCIAL WITH PRIVATELY OWNED AND
MAINTAINED PARKING, WASTEWATER AND STORM DRAINAGE SYSTEMS.
SUPPORT POST 10' O.C. ~
2"x 2"x 5' DOUGLAS AR
OR APPROVED EQUAL.
INSURE POST IS STABLE AND
CAN SUPPORT FENCE.
/. SEDIMENTATION CONTROL FABRIC,
AMOCO 2122 OR APPROVED EQUAL.
SECURE FABRIC TO POST WITH TIE
WIRE AT TOP, BOTTOM, AND CENTER
OF POST.
2. CONSTRUCTION ACTIVITY WILL CONSIST OF:
PRIVATE WASTEWATER, WATER AND STORM DRAINAGE SYSTEMS.
- BUILDING CONSTRUCTION
30' 0
-
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.)
3.
PROPOSED CONSTRUCTION SCHEDULE:
BEGINNING DATE:
COMPLETION DATE:
Oc..\-O~W 2008
DB'c,<:!I^P7(-?:"fL 2008
"---- DISTURBED GROUND DUE TO
ONSITE CONSTRUCTION.
4. The implementation of the ESCP and the construction, maintenance, replacement, and upgrading of the erosion and sediment control measures is the
responsibility 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 flagging sholl be maintained by the applicant / contractor for the duration of
construction.
4.
DEVELOPMENT AREAS
TOTAL AREA:
PERCENT OF SITE DISTURBED -
CUT - CU. YD.
FILL = CU. YD.
14,367 SQ. FT.
100%
~BACKFlLL BOTTOM 6" OF FABRIC WITH
U NATIVE TOPSOIL. MINIMIZE DISTURBANCE
OF SILT DURING REMOVAL OF FENCE.
6. The erosion and sediment control measures on active sites sholl 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 sholl be inspected by contractor
after each rainfall and at least doily during prolonged rainfall. Any required repairs or adjustments sholl . be made immediately.
7. All erosion and sediment control measures sholl be protected from damage at 011 times. Control measures shall remain in place until permanent
re-vegetation has been stabilized. Any measure that is damaged or destroyed shall be repaired or replaced immediately.
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. Street 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 sholl be used or loads shall 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 storm water system.
11. Extracted ground water from excavated trenches shall dispose of in 0 suitable manner without damage to adjacent property. Dewatering systems sholl 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.
5. SOIL lYPES ON THIS SITE ARE COURTNEY GRAVELY SILlY CLAY LOAM, MALABON URBAN LAND
COMPLEX-WELL DRAINED AND OVLEY URBAN LAND COMPLEX-POORLY DRAINED, WITH SUGHT
EROSION FACTOR.
SEDIMENTATION CONTROL'
FABRIC TYPE SILT FENCE
N.T.S.
o CONSTRUCTION NOTES
176. CONSTRUCT SEDIMENTATION CONTROL SilT FENCE AS PER DETAIL.
178. CONSTRUCT CONCRETE WASHOUT AREA.
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12. A supply of materials necessary to meet compliance and implement the LDAP or other best management erosion practices under 011 weather conditions shall
be maintained at all times on the construction site.
13. The site lies within the 5 to 10 year time of travel zone for the Drinking Water Protection Overlay. 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.
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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.).
16. The erosion and sediment control measures shown on this Erosion Sediment Control Plan (ESCP) must be ponstructed 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 utility 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.
18. 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 sholl 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 are kept clean for duration of the project.
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20. Catch basin / curb inlets shall be protected by an approved method to prevent sediments from entering the storm water system. Approved barrier methods
include filter fabric inlet barriers, block and grovel 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.
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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 os 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. m.(4))
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26. Sediment must be removed from behind Bio Bogs and other barriers it has reached a height of two (2) inches and before BMP removal. (Schedule A.7.fJi.(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 0 heavy mulch loyer, temporary
seeding, or other method. (Schedule A.8.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 sailor wind erosion until work resumes on that portion of the site. (Schedule A.8.b.)
30. Doily 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.1.b(!))
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31. All ESCP controls and practices must be inspected visually once to ensure that BMPs are in working order prior to the site becoming inactive or in anticipation
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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6 2.8 3.7 4.0 2.2 1.1
8 5.0 6.5 7.1 3.8 2.0 1.0
10 7.9 10.2 11.1 6.0 3.1 1.5
12 11.3 14.7 16.0 8.7 4.4 2.2
16 20.1 26.1 28.4 15.4 7.8 3.9
20 31.4 40.8 44.4 24.0 12.3 6.2
24 45.2 58.8 64.0 34.6 17.7 8.9
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VALUES BASED ON 200 PSI WATER PRESSURE & 2,000 PSF SOIL BEARING CAPACllY.
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TABLE No. 1
HORIZONTAL BLOCKING
VERTICAL TEE
VERTICAL CROSS
VERTICAL BEND
THRUST BLOCK
VOLUMES
IN CU. YDS.
. l
FITTI NG 450 22 12. 1 1)4.
SIZE BEND BEND BEND
4 1.1 0.4 0.2 /,
6 2.7 1.0 0.4 ~ \.
~ "
8 4.0 1.5 0.6 .......
10 6.0 2.3 0.9 ~~
12 8.5 3.2 1.3 <~~~"
14 11.5 4.3 1.8
16 14.8 5.6 2.3 BEND
TABLE No. 2
VERTICAL BLOCKING
36"X36"Xc:."
CONCRETE PAD 6" BREAK AWAY FLANGE
MIN--- ~
(OPTIONAL) WRAP HYDRANT BARREL
SIDEWALK ~~ WITH 10 MIL PLASTIC
~ PRIOR TO POUR
rVALVE BOX ~, t
, - - - ., . 2" TO 8" ABOVE CONCRETE
\ . " ~:.:(~f.: .' ... 4!. . '..~. , I .~~ ~:. : ..... .~ .:.~. ':'\'1J OR SURROUNDING GROUND
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v>> ~ ... .' . . ~~~ BLOCK
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FLG HYDRA . Y/~~~V}l0~A /
CONNECTION ,,,<..~.. ,,,,< ..
MECHANICAL JOINT X
FLG HYDRANT TEE OR
FLG X FLG TEE
CONCRETE
THRUST BLOCK
6" GATE VAt.:.
FLG X FLG
FITTING SIZE
12" & LESS
14" - 16"
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SOLID PRECAST
BASE BLOCK
ROD SIZE
#6
#8
EMBEDMENT
30"
36"
MIN 1/3 CUBIC YARD
DRAIN ROCK TO 6"
ABOVE DRAIN HOLE
TABLE No. 3
REINFORCING
STRADDLE BLOCK
NOTES:
1. WHEN PIPE IS SHORTER THAN 1 a". NO JOINTS ALLOWED.
2. THERE SHALL BE A MIN. 10' HORIZONTAL CLEARANCE AROUND HYDRANT.
3. WHEN PLACED ADJACENT TO CURB, HYDRANT PORT SHALL BE 24" FROM FACE OF CURB.
4. CONCRETE THRUST BLOCKS SHALL BE CONSTRUCTED AS PER THRUST BLOCK STANDARD
DRAWING. DO NO BLOCK DRAIN HOLES.
5. EXTENSIONS REQUIRED FOR HYDRANT SYSTEMS SHALL BE INSTALLED TO THE MANUFACTURERS
SPECIFICATIONS.
6. FIRE HYDRANTS SHALL BE PLACED TO PROVIDE A MINIMUM OF 5' CLEARANCE FROM DRIVEWAYS,
POLES AND OTHER OBSTRUCTIONS.
7. HYDRANT PUMPER PORT SHALL FACE DIRECTION OF ACCESS.
THRUST BLOCK DETAILS
NTS
HYDRANT INSTALLATION
NTS
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PIPE TYPE AND SIZE
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DRAINTECH 12" SQUARE
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PROPOSED FABRICATION
FACILITY
. ~White Alder
Alnus rhombifolio
30' O.C. TYP.
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STANDARD STEEL FRAME &. COVER
MECHANICAl PLUG
SLOPE TO DRAIN
NOTE: SECTION TO BE POURED ~
SO THAT A MINIMUM COVER OF 4"
EXISTS ON. All SURFACES OF PIPE.
4 "MIN
4"MIN
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FENCE LINE
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2.0' 2.25'
I--- 5.0' MIN. FROM f(
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NOTE:
LINE SWALE WITH IMPERVIOUS LINER (FIRESTONE
PONDGUARD OF EQUIVALENT). LINER SHALL BE
KEYED INTO TOP OF BANK OF SWALE TO PREVENT
WATER FROM INFILTRATING WITHIN 10' OF THE
BUILDING FOOTING. .
GRASSY-SWALE DETAIL
NJ.S.
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CONCRETE FOOTING
15" WIDTH MIN.
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4" CONCRffi FILLED
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RED. MAINTAIN MIN.
3' PLACEMENT FROM
HYDRANT.
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CLEAN OUT DETAIL
N.T.S.
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NOTES:
1. Detector double check vault or enclosure shall be installed at
point of service , or in an alternate location approved by EWEB or
SUB for their respective service area, but no more than 10 feet
from point of service.
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2. detector double check assembly may be installed vertically,
provided that the assembly:
a) is internally spring loaded (not weighted checks)
b) is 4" or smaller
c) is recommended by the manufacturer fro vertical installations
d) has the normal flow upward
NOTE 9
n
~ ,
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~
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3. All clearances apply to outside and in-building installations.
4. Insulation - freeze protection to be installed and/or heat source
to keep enclosure at a minimum temperature of 4O-f (NFPA
13-4-5.4.1 ).
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6. Compacted gravel or undisturbed base.
NOTE 10~
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DETECTOR DOUBLE CHECK ASSEMBLY
2-1/2" - 12", ABOVE GROUND
NOT TO SCALE
10. Fire department pumper connection per local fire code.
SUB - Neptune Meter or Badger Meter, cubic foot register with
remote register.
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7. a door or other access shall be provided.
8. All assemblies 2-)2" and larger shall have flange supports.
9. All structures to comply with local codes.
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OVERHEAD 'B'
WITH FDC
= APPROVED DETECTOR DOUBLE CHECK ASSEMBLY INCLUDING
FACTORY SUPPUED SHUTOFF VALVES.
SHEET
C6
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7
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21
Original subm\tta\-
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30'
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DRAINAGE BASIN AREAS
- 19 173 SF to SWALE
AREA A - ,
- 6 000 SF.. to SWALE
BUILDING AREA - ,
- 25 173 SF
TOTAL DRAINAGE AREA - ,
- 22 173 SF
AREA TREATED BSi'(w:~~~LES = 88.1' %
% TREATED BY
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C) CONSTRUCTION NOTES
100. CaNST BOLLARD AS PER DETAIL. REFER TO SHEET C6.
209. CONNECT TO EXISTING PIPE.
220. CONST 6"X6" WYE.
250. CONST STD. CLEANOUT WITH CAST IRON LID.
279. CONST 4" PVC WASTEWATER PIPE, ASTM 03034 WITH
RUBBER GASKET JOINTS AND TRACER WIRE.
410. CaNST STD. CHANNEL DRAIN.
411. CONST DUAL CHAMBER CATCH BASIN WITH FOSSIL FILTER INSERT
AS PER DETAIL. REFER TO SHEET C6.
412. CONST DRAlNTECH BASIN AS PER DETAIL. REFER TO SHEET
C6.
444. CONST GRASSY-SWALE AS PER DETAIL. REFER TO SHEET C7.
445. CaNST 6" ROUND ROCK OUTFALL STRUCTURE.
478. CONST 6" STORM DRAIN PIPE, ASTM 03034 WITH
RUBBER GASKET JOINTS AND TRACER WIRE.
499. CONST~" PVC SCHEDULE 40 WATER LINE.
500. CONST 1 ~" PVC SCHEDULE 40 WATER LINE.
501. CaNST 6" C900 FIRE LINE.
502. CaNST 12" C900 FIRE LINE.
510. CONST 12" WATER METER.
520. CONST 12" DOUBLE CHECK AS PER DETAIL. REFER
TO SHEET C6.
529. CONST 6" GATE VALVE FLG X MJ WITH RETAINER
GLANDS.
530. CONST 12" BUTTERFLY VALVE FLG X MJ WITH RETAINER
GLANDS.
531. CONST 12" MJ X 6" FLG X 12" MJ TEE WITH RETAINER
GLANDS.
532. CONST 16" MJ X 12" FLG X 16" MJ TEE WITH RETAINER
GLANDS.
540. CONST FIRE HYDRANT WITH RETAINER GLANDS AS PER
S.U.B. STD.
541. CaNST 12" MJ BLIND FlANGE.
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NOTES:
1. THRUST BLOCKING WILL BE INSTALLED AS PER DETAIL.
REFER TO SHEET C7.
2. CONTRACTOR SHALL POTHOLE EXISTING WASTEWATER LINE
BY FABRICATION OFRCE TO VERIFY FLOWLINE PRIOR TO
CONSTRUCTION OF NEW SERVICE LATERAL.
3. WATER SEVICE FOR PROPOSED BUILDING SHALL BE PROVIDED
BY CONNECTION TO EXISTING WATER AT ADJACENT BUILDING.
4. 1~" WATER LINE SHALL BE JOINT TRENCH WITH 12" FIRE
LINE. 1~" SHALL BE CAPPED AT BOTH ENDS FOR
FUTURE USE.
LEGEND
\
/
/
- I I - I I - TOP OF BANK
RIPARIAN SETBACK
EXISTING OVERHEAD ELECTRIC
RBER OPTIC LINE
EXISTING 6' CYCLONE FENCE
EXISTING CULVERT
EXISTING WATER LINE
PROPOSED WATER LINE
PROPOSED RRE LINE
EXISTING WATER METER
PROPOSED WATER METER
EXISTING WATER VALVE
PROPOSED WATER VALVE
EXISTING FIRE HYDRANT
EXISTING WATER SPIGOT
EXISTING WASTEWATER SYSTEM
PROPOSED WASTEWATER SYSTEM
PROPOSED STORM DRAINAGE SYSTEM
EXISTING CLEANOUT
EXISTING AREA DRAIN
EXISTING PRIVATE LIGHT
EXISTING POWER POLE W /TRANSFORMER
EXISTING POWER POLE
EXISTING FIBER OPTICS PEDESTAL
EXISTING ELECTRICAL VAULT
EXISTING SIGN
EXISTING PROPANE TANK
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27
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NOTES: E I DEVELOPMENT = 14,367 SQ. FT.
1 AREA OF PHAS FOR PHASE I.
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SITE DATA: FT
IMPERVIOUS AREA = 1,285 SQ. .
BUILDING AREA = 6,000 SQ. FT
LANDSCAPE AREA = 970 SQ. FT.
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