HomeMy WebLinkAboutPlan, Tentative APPLICANT 9/14/2011
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GENERAL NOTES
1. ALL WORK AND MATERIALS SHALL BE IN COMPLETE ACCORDANCE WITH CURRENT
INTERNATIONAL BUILDING CODE AND/OR PLUMBING CODES.
2. THE CONTRACTOR SHALL OBTAIN AND HAVE AVAILABLE COPIES OF THE APPLICABLE
GOVERNING AGENCY STANDARDS AT THE JOB SITE DURING THE RELATED CONSTRUCTION
OPERATIONS.
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION,
AND DEPTH OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION WHETHER SHOWN ON
THESE PLANS OR NOT. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS
ARE BASED UPON THE AVAILABLE RECORDS AND ARE SUBJECT TO A DEGREE OF
UNKNOWN VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL
CONSULT BARGHAUSEN CONSULTING ENGINEERS, INC., TO RESOLVE ALL PROBLEMS
PRIOR TO PROCEEDING WITH CONSTRUCTION.
4. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE APPROPRIATE UTILITIES
INVOLVED PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
PROTECTION OF ALL EXISTING UTILITIES WITHIN THE CONSTRUCTION AREA WHETHER
SHOWN OR NOT SHOWN ON THE PLANS.
5. TWO (2) COPIES OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER
CONSTRUCTION IS IN PROGRESS.
6. INSPECTION OF BUILDING AND SITE WORK WILL BE ACCOMPLISHED BY THE CITY.
IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE INSPECTOR 24 HOURS
IN ADVANCE OF BACKFILLING ALL CONSTRUCTION.
7. PRIOR TO ANY CONSTRUCTION/DEVELOPMENT ACTIVITY, THE INSPECTION PERSONNEL
MUST BE CONTACTED FOR ANY REQUIRED PRE-CONSTRUCTION MEETING(S).
8. BACKFILL TRENCH OF PIPES IN LIFTS OF 8 INCHES AND COMPACT TO 95 PERCENT
RELATIVE COMPACTION UNDER PAVED AREAS AND 90 PERCENT COMPACTION OFF
PAVED AREAS. ALL PIPE SHALL BE INSTALLED WITH BEDDING IN ACCORDANCE WITH
THE SPECIFICATIONS.
9. ALL UTILITY LINE EXCAVATION BEDDING AND BACKFILL MATERIALS, AND COMPACTION
SHALL BE PERFORMED IN ACCORDANCE WITH GOVERNING AGENCY REQUIREMENTS.
10. REQUIRED FIRE LANES AND ACCESSES SHALL BE MAINTAINED DURING CONSTRUCTION.
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GENERAL GRADING/PAVING ~ NOTES
1. PRIOR TO THE START OF GRADING, ALL EXISTING VEGETATION, DEBRIS, RUBBLE.
ASPHALT PAVEMENT, ETC., SHALL BE REMOVED FROM THE SITE TO THE SATISFACTORY
OF THE OWNER. ALL MATERIAL TO BE USED AS FILL (BOTH ON SITE AND IMPORTED)
SHALL BE APPROVED STRUCTURAL MATERIAL.
2. ALL EROSION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO START OF
CONSTRUCTION.
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR IMPORTING AND/OR EXPORTING ALL
MATERIAL AS REQUIRED TO PROPERLY GRADE THIS SITE TO THE FINISHED ELEVATIONS
SHOWN HEREON IN ACCORDANCE WITH THE APPROVED PLANS AND SPECIFICATIONS.
4. ALL "ENGINEERED FILLS" SHALL BE COMPACTED TO 95 PERCENT MAXIMUM DENSITY
(ASTM-D-1557). THE EMBANKMENTS SHALL BE CONSTRUCTED IN SUCCESSIVE
HORIZONTAL LAYERS NOT EXCEEDING 8 INCHES IN LOOSE THICKNESS.
5. SOIL STERILIZATION (WEED KILLER) SHALL BE APPLIED IN AREAS TO BE PAVED. KEEP
2-FOOT MINIMUM CLEAR OF EXISTING AND PROPOSED LANDSCAPE AREAS. APPLY AT
MANUFACTURER'S RECOMMENDED RATE TO ASSURE 3-INCH MINIMUM PENETRATION.
6. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO ASSURE THAT SILT-
LADEN WATER DOES NOT ENTER THE PUBLIC STORM DRAIN SYSTEM. ALL STORM
FACILITIES SHALL BE FLUSHED AND CLEANED PRIOR TO FINAL ACCEPTANCE. SEDIMENT
DISPOSAL SHALL BE COORDINATED WITH THE CITY P.W. DEPARTMENT.
7. ALL SPOT ELEVATIONS SHOWN ON THE PLAN ARE TO TOP OF PAVEMENT UNLESS
OTHERWISE NOTED.
8. PONDING OR "BIRDBATHS" EXCEEDING ONE -QUARTER INCH IN DEPTH SHALL NOT BE
ACCEPTABLE AND SHALL BE CORRECTED BY THE CONTRACTOR.
SOILS REPORT NOTES
1. THE FOLLOWING SOILS REPORT WAS PREPARED FOR THE SITE:
GEOTECHNICAL STUDY REPORT PROPOSED FRED MEYER FUELING FACILITY,
SPRINGFIELD, OREGON.
SOIL INVESTIGATION AS PERFORMED BY:
BRANCH ENGINEERING, INC.
310 FIFTH STREET
SPRINGFIELD, OREGON 97477
(541) 746-0637
PROJECT No. 10-065A DATED: MAY 5, 2010
2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THAT ALL
PROVISIONS OF THE SOILS REPORT FOR THE SITE BE OBSERVED AND COMPLIED WITH
DURING ALL PHASES OF THE SITE PREPARATION, GRADING OPERATIONS, FOUNDATION,
SLAB, AND PAVING CONSTRUCTION.
3. ANY PROVISIONS OF THE SOILS REPORT WHICH CONFLICT WITH INFORMATION
SHOWN ELSEWHERE ON THESE DRAWINGS, OR WHICH REQUIRE FURTHER CLARIFICATION,
SHALL BE BROUGHT TO THE ATTENTION OF BARGHAUSEN ENGINEERS.
4. A REPRESENTATIVE FOR THE SOILS ENGINEER SHALL BE AVAILABLE TO OBSERVE
AND APPROVE THE EARTHWORK OPERATIONS AND TO VERIFY FIELD CONDITIONS AS
WORK PROCEEDS. THE SOILS ENGINEER SHALL SUBMIT FIELD REPORTS CERTIFYING
THAT THE METHODS AND MATERIALS OF THE EARTHWORK OPERATIONS WERE IN
ACCORDANCE WITH THE RECOMMENDATION OF THE SOILS INVESTIGATION AND THAT THE
WORK WAS PERFORMED TO THE SATISFACTION OF THE ENGINEER. THE CONTRACTOR
SHALL MAKE ALL PROVISIONS FOR SOILS INSPECTIONS AS RECOMMENDED WITHIN SOILS
REPORT. AS A MINIMUM, THIS INCLUDES THE OBSERVATION OF THE FOLLOWING BY A
SOILS ENGINEER:
A. EXCAVATJON FOR THE UNDERGROUND GASOLINE STORAGE TANKS FOR DEWATERING
AND/OR OVER-EXCAVATION
RECOMMENDATIONS, AND EXCAVATION OF STORM WATER FACILITY
B. PLACEMENT OF STRUCTURAL FILL MATERIAL BENEATH BUILDINGS AND PAVEMENT
C. SUBGRADE PREPARATION OF BUILDING AND CANOPY FOOTINGS
5. THE CONTRACTOR SHALL QUALIFY ANY LIMITATIONS TO SOILS INSPECTIONS WITHIN
BID PROPOSAL.
FRED MEYER #328 - SPRINGFIELD, OREGON
COVER SHEET
NW 1/4, SEC. 26, T 175, R 3W, W.M.
SPRINGFIELD, LANE COUNTY, OREGON
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SHADY LOOP DR
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18215 72ND AVENUE SOUTH
KENT, WA 98032
(425)251-6222
( 425 )251-8782 FAX
CIVil. .ENGINEERING,:~~D:gLANNING,
SURVEYING, ENVIRONMENTAL SERVICES
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N.T.S.
SHEET INDEX
SP1 OF 6 COVER SHEET
SP2 OF 6 SITE ASSESSMENT OF EXISTING CONDITIONS PLAN
SP3 OF 6 SITE IMPROVEMENT AND UTILITY PLAN
SP4 OF 6 GRADING, PAVING, AND STORMWATER MANAGEMENT PLAN
SP5 OF 6 NORTH PARKING IMPROVEMENT PLAN
SP6 OF 6 SOUTH PARKING IMPROVEMENT PLAN
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LANDSCAPE PLANTING PLAN
PLANTING NOTES AND DETAILS
IRRIGATION PLAN
IRRIGATION NOTES AND DETAILS
EXTERIOR ELEVATIONS AND SIGNAGE
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PROJECT ADDRESS
650 "Q" STREET
SPRINGFIELD, OREGON
ENGINEER/PLANNER
BARGHAUSEN CONSULTING ENGINEERS, INC.
18215 72ND AVENUE SOUTH
KENT, WA 98032
CONTACT: AL KENDALL/ CHRIS FERKO
SURVEYOR
BRANCH ENGINEERING, INC.
l310 FIFTH STREET
SPRINGFIELD, OREGON 97477
CONTACT: RENEE CLOUGH
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OWNER
FRED MEYER STORES, INC.
3800 SE 22ND AVENUE
PORTLAND, OR 97202
CONTACT: SHERI BILLETER
SURVEY INFORMATION
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VERTICAL DATUM - NAVD88
LCCM: DEA#1612 - 2 }2" BRASS CAP LOCATED IN THE
CENTER OF WOODLANE DRIVE. POINT IS APPROXIMATELY
400' WESTERLY OF THE INTERSECTION OF WOODLANE DRIVE
AND NORTH 5TH STREET. (NA VD 88)
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09.20.2010 &.
Project #: 10583
Designed By:
Drawn By:
Checked By:
Date:
Scale:
Disk File:
Model:
1 "=50'
Call Toll Free
1 (800) 332-2344'
TWO WORKING DAYS
BEFORE YOU DIG
10583-01.dwg
Address:
650 "Q" STREET
SPRINGFIELD, OR
UTILITY CONFLICT NOTE:
CAUTION:
THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH
OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLlNG THE
UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION.
THIS SHALL INCLUDE CALLING UTILITY LOCATE @ 1-800-332-2344 AND THEN POTHOLlNG
ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY
VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE
PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION.
IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT BARGHAUSEN
CONSULTING ENGINEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH
CONSTRUCTION.
COVER SHEET
FRED MEYER
GAS STATION
Drawing No.:
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LANDSCAPING/IRRIGATION TO
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SAWCUT LIMIT
CONSTRUCTION FENCE
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DEMOLISH ASPHALT PAVEMENT
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N.T.S.
DEMOLITION CALLOUTS:
f1\ SAWCUT PAVEMENT IN SMOOTH, CONTINUOUS LINE, AND REMOVE PAVEMENT REQUIRED TO PERFORM NEW WORK.
\.:...! COORDINATE WITH SITE IMPROVEMENT PLAN AND GRADING AND STORM DRAINAGE PLAN FOR EXACT SAWCUT LIMITS.
REFER TO LANDSCAPE AND IRRIGATION PLANS FOR ADDITIONAL SAWCUTTING TO INSTALL IRRIGATION LINES.
f2\ REMOVE EXISTING ASPHALT PAVEMENT. MATERIAL TO BE DISPOSED OF OFF-SITE. NOTE: CONTRACTOR TO
\i:../ COORDINATE WITH KROGER P.M. AND SOILS ENGINEER ON POSSIBLE RE -USE OF EXISTING BASE ROCK MATERIAL.
(]) DEMOLISH EXISTING CONCRETE CURB AND/OR SIDEWALK AND DISPOSE OF OFF-SITE.
O DEMOLISH EXISTING PLANTER INCLUDING TREES, ROOTS, GROUND COVER, TOPSOIL, ETC. SEE IRRIGATION
PLAN FOR REMOVAL AND/OR SALVAGE OF EXISTING IRRIGATION PIPING VALVES, ETC. SEE LANDSCAPE
PLAN FOR REPLANTING OF DISTURBED AREAS ALONG PERIMETER OF WORK.
/5\. TEMPORARY CONSTRUCTION FENCE (6' HIGH CHAIN LINK). FIELD VERIFY AND CONFIRM EXACT LOCATION WITH
\:::../ STORE MANAGER.
f6\ TEMPORARY SITE ACCESS GATE (6' HIGH CHAIN LINK WITH LOCKING HARDWARE). FIELD VERIFY AND CONFIRM
\:::.../ EXACT LOCATION WITH STORE MANAGER.
/7\. APPROXIMATE LOCATION OF TANK HOLE EXCAVATION. SEE SOILS REPORT FOR EXCAVATION AND DEWATERING
~ RECOMMENDATIONS. CONTRACTOR SHALL EXPECT TO ENCOUNTER GROUND WATER AT APPROX. 10' DEPTH AND
SHALL PLAN FOR DEWATERING. IF REQUIRED, PROVIDE SHORING ON EAST SIDE OF EXCAVATION TO PROTECT
EXISTING WATERMAIN.
f8\ REMOVE EXISTING LIGHT, INCLUDING BASE, FOOTING, ETC. AND DISPOSE OF OFF-SITE. MAINTAIN INTEGRITY
\:::.../ OF EXISTING LIGHTING CIRCUIT TO ENSURE PROPER OPERATION OF EXISTING LIGHTS TO REMAIN.
f9\ CONTRACTOR TO LOCATE AND PROTECT EXISTING 6" DI WATERMAIN. PROVIDE SHORING ON EAST SIDE OF
\.:::J TANK HOLE EXCAVATION IF NECESSARY.
I1Q\ REMOVE EXISTING PAVEMENT MARKINGS BY SANDBLASTING. SEE SITE PLAN FOR NEW PAVEMENT
'\.::Y MARKINGS AND SIGNAGE. APPLY SLURRY SEAL TO AREAS OF PAINT REMOVAL.
f11\ INSTALL TREE PROTECTION FENCING AT DRIPLlNE OF EXISTING TREES TO REMAIN.
\:...Y SEE TREE PROTECTION NOTES BELOW.
112\ REMOVE/ABANDON EXISTING STORM PIPING AND CATCH BASINS AS SHOWN. MATERIAL TO BE DISPOSED OF
\..::.J OFF-SITE. COORDINATE WITH GRADING AND STORM DRAINAGE PLAN FOR NEW STORM SYSTEM.
DEMOLITION NOTES:
1. ALL PAVEMENTS, CURBS, GROUND COVER, UTILITIES, ETC. INSIDE DEMOLITION LIMITS SHALL BE REMOVED
UNLESS OTHERWISE SHOWN ON THE PLANS.
2. CONTRACTOR SHALL ASSURE THAT ALL NECESSARY PERMITS HAVE BEEN OBTAINED AND NECESSARY
PRECONSTRUCTION MEETINGS HELD, PRIOR TO COMMENCING WORK.
3. CONTRACTOR SHALL FIELD VERIFY LOCATION, SIZE, AND TYPE OF EXISTING UTILITIES IN WORK AREA PRIOR
TO CONSTRUCTION. ANY DISCREPANCIES SHALL BE REPORTED TO ENGINEER IMMEDIATELY.
4. CONTRACTOR SHALL PROTECT AND PRESERVE ALL IMPROVEMENTS ALONG THE PERIMETER OF THE WORK
AREA. ANY DAMAGED IMPROVEMENTS SHALL BE REPAIRED/REPLACED AT CONTRACTOR'S EXPENSE.
5. ALL SILT PROTECTION AND EROSION CONTROL MEASURES MUST BE IN PLACE BEFORE SAWCUTTING, CURB
AND PAVEMENT REMOVAL, OR REMOVAL OF PLANTERS.
6. PROVIDE TREE PROTECTION FENCING ON ALL TREES TO REMAIN, PRIOR TO CONSTRUCTION. COORDINATE
EXISITNG TREE LOCATIONS WITH LANDSCAPE PLANTING PLAN.
EROSION CONTROL CALLOUTS:
o
PROVIDE AND INSTALL TEMPORARY SEDIMENT CONTROL FILTER AT EXISTING
INLET TO PREVENT SILT-LADEN RUNOFF FROM LEAVING SITE.
PROVIDE ADDITIONAL SEDIMENT CONTROL PROTECTION AS REQUIRED BY CITY.
~ INSTALL TEMPORARY ROCK CONSTRUCTION ENTRANCE. LOCATION TO BE DETERMINED IN FIELD
\EJ FOLLOWING DISCUSSION WITH CITY INSPECTOR AND PROJECT MANAGER.
o CONSTRUCT 10'x10'x 2 MIN. DEPTH CONCRETE TRUCK WASHOUT SUMP (W/2:1 SIDE SLOPES).
\::::.J CONTRACTOR SHALL MONITOR AND MAINTAIN SUMP PERIODICALLY SO THAT WASHOUT
MATERIAL DOES NOT OVERFLOW. WHEN CONCRETE WORK IS DONE, FILL AND COMPACT SUMP WITH
STRUCTURAL MATERIAL AND PAVE PER ASPHALT PAVING SECTION.
EROSION CONTROL NOTES:
1. PUBLIC STREETS AND SITE PARKING/DRIVE AISLES ARE TO BE KEPT CLEAN OF DIRT AND DEBRIS GENERATED
BY WORK. CLEANUP SHALL BE BY SWEEPING AND/OR OTHER APPROVED METHODS.
2. CONTRACTOR SHALL REVIEW HIS PROPOSED HAULING ROUTES AND PROPOSAL FOR ONSITE TRAFFIC CONTROL
WITH STORE MANAGER FOR APPROVAL.
TREE PROTECTION NOTES:
1, ALL EXISTING TREES NOTED TO REMAIN SHALL NOT HAVE ANY NEW CONSTRUCTION OCCUR
WITHIN THE DRIP LINE.
2. ALL EXISTING TREES NOTED TO REMAIN SHALL BE KEPT FREE FROM TRUNK ABRASIONS.
3. ALL EXISTING LANDSCAPE AREAS TO REMAIN SHALL BE PROTECTED BY TREE PROTECTION
FENCING. THE FENCING SHALL REMAIN IN PLACE UNTIL THE END OF CONSTRUCTION AT
WHICH TIME IT WILL BE REMOVED.
SOIL TYPES AND WATER TABLE
REFER TO GEOTECHNICAL INVESTIGATION BY BRANCH ENGINEERING, INC., DATED MAY 5, 2010.
NOTES:
1. THE SUBJECT PROPERTY IS LOCATED IN THE Q STREET WELLHEAD PROTECTION ZONE. THE TIME OF
TRAVEL ZONES (TOTZ) ARE DEPICTED CONCEPTUALLY ON THE PLAN PER CITY OF SPRINGFIELD MAPS.
FEMA FLOOD MAP
PER FEMA FIRM MAP NUMBER 41039Cl134F DATED JUNE 2, 1999 (PANEL 1134 OF 2975), THE SUBJECT PROPERTY IS
LOCATED IN ZONE X, AREAS OF 500- YEAR FLOOD; AREAS OF 100- YEAR FLOOD WITH AVERAGE DEPTHS OF LESS THAN 1
FOOT OR WITH DRAINAGE AREAS LESS THAN 1 SQUARE MILE; AND AREAS PROTECTED BY LEVEES FROM 100- YEAR FLOOD
)(
AREA OF DISTURBANCE
AREA OF DISTURBANCE = 0.76:1: ACRES
NOTE: A 1200-C PERMIT FROM DEQ IS REQUIRED
IF THE AREA OF DISTURBANCE EXCEEDS 1-ACRE.
SE"P 1 4 2011
Date Received:
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PROPOSED PARKING DELETED -97
PROPOSED PARKING ADDED +32
PROPOSED TOTAL PARKING 410
REQUIRED PARKING = 537
LEGEND
PROPOSED ASPHALT PAVEMENT I
EXISTING CONCRETE PAVEMENT I <I
PROPOSED CONCRETE PAVEMENT I
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BICYCLE PARKING
TOTAL STALLS ADDED: 28
IMPERVIOUS SURFACES
EXISTING TO BE REMOVED: 31,664 S.F.
PROPOSED TO BE ADDED: 29,990 S.F.
NET DECREASE: 1,674 S.F.
NOTES
1. PROJECT TO BE CONSTRUCTED IN A SINGLE PHASE.
2. NO PROPERTY IS PROPOSED FOR DEDICATION,
CONVEYANCE, OR RESERVATION FOR PUBLIC USE.
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N.T.S.
CONSTRUCTION CALL OUTS
(2) 29' x 147' 10-1/2" PUMP ISLAND CANOPY WITH 5 MPD'S.
(3) 34'x155' REINFORCED CONCRETE DRIVE SLAB BENEATH PUMP ISLAND CANOPY.
f3\ (1) 10,000/8,000 GALLON DUAL COMPARTMENT AND (1) 20.000 GALLON UNDERGROUND GASOLINE
\::.../ STORAGE TANKS.
o REINFORCED CONCRETE SLAB ABOVE UNDERGROUND GASOLINE STORAGE TANK.
o PREFABRICATED KIOSK ENCLOSURE PROVIDED BY FREY MOSS.
o CONCRETE CURB.
\!) ASPHALT PAVEMENT.
o STORAGE TANK VENT STACK, PAD, AND BOLLARDS.
o 3/4" CAPPED CONDUITS FROM KIOSK TO VENT RISER SUPPORT STRUCTURE (FOR FUTURE USE).
@ LANDSCAPING.
@ BOLLARDS.
@ CONCRETE CURB AND GUTTER.
@ CONCRETE GUTTER SWALE.
@ (2)-2" COMMUNICATION CONDUITS W/ PULL WIRE FROM KIOSK FOR CONNECTION TO MAIN STORE.
@ INSTALLATION OF CONDUITS SHALL BE ACCOMPLISHED BY BORING.
f16\. SAWCUT PAVEMENT IN SMOOTH, CONTINUOUS LINE AND REMOVE PAVEMENT AS NECESSARY FOR
\.:J NEW IMPROVEMENTS.
@ SELF SERVE AIR/WATER UNIT MOUNTED ON 4'-0" x 6'-0" x 6" CONCRETE MOUNTING PAD.
@ PUBLIC PHONE PEDESTAL MOUNTED ON 4'-0" x 6'-0" x 6" CONCRETE MOUNTING PAD.
@ 4" WIDE TRAFFIC YELLOW PAINT STRIPES (2' O.C. @ 45. ANGLE)
@ 4" WIDE TRAFFIC YELLOW PAINT STRIPE FOR PARKING STALLS.
@ CONCRETE SIDEWALK.
@ FLOW- THRU WATER QUALITY PLANTER.
@ SPILL RESPONSE INFORMATIONAL SIGN ON FRONT OF EACH DISPENSER (10 TOTAL).
@ 3/4" CONDUIT FROM KIOSK TO SPILL CONTROL MANHOLE FOR SENSOR CONNECTION.
@ 2" PVC CONDUIT FOR 24V IRRIGATION CONTROL SYSTEM.
@ 3/4" TYPE 'K' COPPER WATER LINE FROM EXISTING WATER SERVICE LINE TO AIR/WATER UNIT.
@ 3/4" GATE VALVE (IN VALVE BOX W/ TRAFFIC RATED LID) FOR IRRIGATION SYSTEM.
@ YELLOW PAINTED TRAFFIC ARROW.
@ PROTECT EXISTING 6" DI WATERMAIN TO REMAIN.
@ FLUSH CURB.
@ 2' WIDE TRUNCATED DOME STRIP ADJACENT TO DRIVING SURFACE.
@ POLE MOUNTED POWER TRANSFORMER BY SPRINGFIELD UTILITY BOARD (S.U.B.).
@ CONDUIT (WITH PULL LINE) TO KIOSK FOR SECONDARY POWER SERVICE.
PROJECT SIGNAGE SCHEDULE
NOTE: ALL SIGNS UNDER SEPARATE PERMIT.
o NEW LOGO & "FRED MEYER" TEXT SIGN (19 S.F.). SEE SHEET A2.0 FOR DETAILS.
o NEW PRICE SIGN (60 S.F.). SEE SHEET A2.0 FOR DETAILS.
o NEW PRICE SIGN (45.5 S.F.). SEE SHEET A2.0 FOR DETAILS.
o NEW LOGO SIGN (6 S.F.). SEE SHEET A2.0 FOR DETAILS.
@ NEW KIOSK LOGO SIGN (5 S.F.). SEE SHEET A2.0 FOR DETAILS.
Date Received:
SEP 1 4 2011
Original Subg-nittal
GRADING. PAVING, AND STORMW A TER MANAGEMENT PLAN
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GRADING, PAVING, AND c
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18215 72ND AVENUE SOUTH
KENT, WA 98032
(425)251-6222
( 425 )251-8782 FAX
CIVIL ENGINEERING, LAND PLANNING,
SURVEYING, ENVIRONMENTAL SERVICES
LEGEND
PROPOSED FINISHED GRADE SPOT ELEVATION
453.5
~
453
-----------
PROPOSED CONTOUR LINE
PROPOSED PAVEMENT RIDGE
PROPOSED PAVEMENT SWALE
PROPOSED CATCH BASIN
PROPOSED STORM DRAIN
.
SD
__B/DGE
..
... ...
EXISTING STORM DRAIN
PROPOSED ASPHALT PAVEMENT
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PROPOSED CONCRETE PAVEMENT
TOP OF CONCRETE
FLOW LINE
PROPOSED ROOFDRAIN (DOWNSPOUT)
MEET AND MATCH EXISTING
SURFACE FLOW DIRECTION
TC
FL
DS
ME
~
m
STORM DRAINAGE CALLOUTS
CD FLOW- THRU WATER QUALITY PLANTER Wi UNDER-DRAIN. SEE LANDSCAPE PLANTING PLANS
FOR ADDITIONAL INFORMATION.
@ 4" PVC SDR-35 @ 2.0% MIN. FOR ROOF DRAIN CONNECTIONS TO STORM. SEE ARCHITECT
PLANS FOR CONNECTION AT COLUMN. TYPICAL FOR ALL LINES UNDER CANOPY.
o 6" PVC SDR-35 DRAIN PIPE @ 1.0% MIN.
o 6" CLEANOUT TO FINISH GRADE.
@ CB#l - CURB INLET BOX (NEENAH FOUNDRY R-3165 OR APPROVED EQUAL)
W/STANDARD GRATE
RIM=451.00
IE=450.12 (8")
161,195 S.F.
Ji
@ 8" BALL VALVE (NORMALLY OPEN) DOWNSTREAM OF CATCH BASIN, IN CAST IRON BOX WITH 18"
CONCRETE COLLAR. PROVIDE MATCHING T -HANDLE, SET TO WORKING HEIGHT, TO PROJECT MANAGER.
(j) 8" PVC SDR-35 DRAIN PIPE @ 0.5% MIN.
@ CB#2 - LYNCH BRAND CATCH BASIN (MODEL LYN-CB-42-6 OR APPROVED EQUAL)
W/ HIGH HEEL PROOF GRATE
RIM=452AO
IE AT ELBOW=450AO (6")
@ TRENCH DRAIN SYSTEM, INCLUDING;
A. TRENCH DRAIN: J.R. SMITH 9931 SYSTEM W/ DUCTILE IRON RAIL EDGE, PRE-SLOPED TRENCH,
END CAPS AND CATCH BASIN, ALL SUITABLE FOR CLASS 'c' LOADING.
B. GRATE: SLOTTED CAST IRON #9870-477-MADA W/ LOCKING DEVICE.
@ CB#l - JR SMITH 9936 INLlNE C.B. W/TRASH BUCKET AND HEEL PROOF GRATE GRATE.
RIM=451.6
IE=449.76 (6")
@ 48" INSIDE DIAMETER SPILL CONTROL MANHOLE, WITH ROUND SOLID LID,
PER CITY OF PORTLAND DETAIL SW-500
RIM=452.8:f:
IE=447.00 (6" IN,OUT)
BOTTOM OF 18" TEE SECTION=445.5
BOTTOM OF MANHOLE=442.0
INSTALL FLOAT ASSEMBLY WITH SENSOR WIRED TO KIOSK TO WARN OF FULL CONDITION.
@ 6" BALL VALVE (NORMALLY CLOSED) IMMEDIATELY DOWNSTREAM OF SPILL CONTROL MANHOLE, IN
CAST IRON BOX. PROVIDE MATCHING T -HANDLE, SET TO WORKING HEIGHT, TO PROJECT MANAGER.
@ 6" PVC SDR-35 SANITARY SEWER @ 1.0% MIN.
@ FIELD VERIFY LOCATION, SIZE, AND DEPTH OF EXISTING SEWER LINE PRIOR TO
CONSTRUCTION. CONNECT TO EXISTING 8" SEWER LINE USING AN INSERT -A-TEE
CONNECTION (OR APPROVED EQUAL). NOTIFY ENGINEER IMMEDIATELY IF CONFLICT ARISES.
@ CONCRETE SWALE
@ CB#4 - LYNCH BRAND CATCH BASIN (MODEL LYN-CB-42-6 OR APPROVED EQUAL)
W/STANDARD GRATE INLET.
RIM=451.10
IE=449.60 (6")
'I
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I
------------_________J
I
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@ CB#5, 24" SQUARE CATCH BASIN
WI BEEHIVE GRATE SET AT DESIGN WATER SURFACE ELEVATION (ELEV=450.60)
RIM=450.60
IE=447AO (6" N)
IE=447 AD (4" E)
IE=447AO (8" SW)
@ REMOVE EXISTING 8" STORM LINE AND RE -CONNECT TO NEW 8" STORM LINE. FIELD VERIFY
LOCATION, SIZE, AND DEPTH OF EXISTING 8" STORM LINE (LOCATION SHOWN PER CITY AS-BUILTS).
NOTIFY ENGINEER IMMEDIATELY IF CONFLICT ARISES.
@) FIELD VERIFY LOCATION, SIZE, AND DEPTH OF EXISTING 24" STORM LINE (LOCATION SHOWN PER
CITY AS-BUILTS). TAP EXISTING 24" STORM LINE AND CONNECT USING AN INSERT -A-TEE
CONNECTION (OR APPROVED EQUAL). NOTIFY ENGINEER IMMEDIATELY IF CONFLICT ARISES.
CUT/FILL QUANTITIES:
CUT: 1,800 C.Y.
FILL: 1,600 C.Y.
NOTE: CUT/FILL QUANTITIES ARE APPROXIMATE VALUES FOR
PERMITTING PURPOSES ONLY. THESE QUANTITIES INCLUDE TANK
EXCAVATION & BACKFILL AND PAVEMENT REMOVAL & REPLACEMENT.
NOTES:
1.
CONTRACTOR SHALL FIELD VERIFY LOCATION, SIZE, AND TYPE OF EXISTING UTILITIES PRIOR TO
CONSTRUCTION. ANY DISCREPANCIES SHALL BE REPORTED TO ENGINEER IMMEDIATELY.
ALL EROSION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO START OF CONSTRUCTION.
2.
3.
ALL SPOT ELEVATIONS ARE TO TOP OF FINISH SURFACE UNLESS NOTED OTHERWISE.
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FRED MEYER #328 - SPRINGFIELD, OREGON
NORTH PARKING IMPROVEMENT PLAN
o 1 0 20 40
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SCALE: 1"=20'
NW 1/4, SEC. 26, T 175, R 3W, W. M.
SPRINGFIELD, LANE COUNTY, OREGON
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STALL WITH PAVEMENT
MARKING AND SIGN
INSTALL FLOGARD PLUS CATCH BASIN INSERT FILTER BY
KRISTAR IN ALL EXISTING CATCH BASINS IN THE FRED
MEYER PARKING LOT THAT DO NOT ALREADY HAVE THE
INSERT (19 FILTERS NEEDED)
NEW SIDEWALK RAMP.
MAXIMUM RAMP SLOPE
12: 1. PER DETAIL THIS
SHEET.
. -. -./it;_. -. -. -. -.-
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1 :48 MAX. SLOPE
TO PRIMARY ACCESSIBLE
BUILDING ENTRANCE
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NOTE:
MODEL SHOWN IS RR4H = 9 BICYCLES. SEE
SITE PLAN FOR PROPER MODEL.
(OWNER FURNISHED, CONTRACTOR INSTALLED)
MODEL RR2H = 5 STALLS (38")
MODEL RR3H = 7 STALLS (63")
MODEL RR4H = 9 STALLS (87")
MODEL RR5H = 11 STALLS (111")
ENTRY ACCESS
N .
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6" MIN
6'
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DETECTABLE WARNING PER
CITY OF SPRINGFIELD
STANDARD DETAIL 3-30
NOTE: 1 :48 SLOPE CORRESPONDS TO 2% SLOPE
ON SITE GRADING PLANS.
ACCESSIBLE ROUTE OF TRAVEL SHALL BE
BORDERED BY 48" WIDE (MIN.) SLOPE NOT
TO EXCEED 1 :48. VERTICAL OBSTRUCTIONS
IN THIS ZONE SHALL NOT EXCEED 1/2" HT.
MINIMUM EXTERIOR RAMP WIDTH IS 48"
REFER TO SITE PLAN FOR RAMP WIDTHS
NOTED OTHERWISE.
4 <1
4
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SLOPE MAX
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SEE PLAN
CONCRETE WALK
3'
3'
SURFACE MOUNTED
2.375" OUTSIDE
DIAMETER
GALVANIZED PIPE
EXTRUDED CONCRETE CURB DETAIL
NOT TO SCALE
Date Received:
BIKE RACK DETAIL
SEP 1 4 2011
ADA CURB RAMP
NOT TO SCALE ("DERO ROLLING RACK" BRAND, OR APPROVED EQUAL)
Original submittal
NOT TO SCALE
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SYMBOL
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CORNUS KOUSA /
KOUSA DOGWOOD
2 ft CAL.
AS SHOWN 9
STAKE & GUY ONE GROWING
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BLUE OAT GRASS
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LONICERA PILEATA /
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MAHONIA AQUIFOLlUM tCOMPACTA' /
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GROUNDCOVERS:
FRAGRARIA CHILOENSIS /
BEACH STRAWBERRY
4ft POT
12ft O.C.
AS REQtD HOLD 12ft FROM BORDERSt
SHRUBSt AND TREES
JUNCUS PATENS /
GROOVED RUSH
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12ft O.C.
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LANDSCAPE PLANTING NOTES
1. NET AREA OR NEW AND UPGRADED LANDSCAPING: 4,148 SQUARE FEET.
2. ALL NEW AND UPGRADED LANDSCAPE AREA WILL RECEIVE A PERMANENT UNDERGROUND AUTOMATIC IRRIGATION SYSTEM. SEE SHEET L -3 AND 4.
3. NEW IRRIGATION SYSTEM WILL BE AN EXTENSION OF THE EXISTING SITE IRRIGATION SYSTEM.
4. IRRIGATION EQUIPMENT WILL MATCH THE EXISTING EQUIPMENT USED ON SITE.
5. ALL EXISTING TREES NOTED TO REMAIN WILL NOT HAVE ANY NEW CONSTRUCTION OCCUR WITHIN THE DRIP LINE.
6. ALL EXISTING TREES NOTED TO REMAIN WILL BE KEPT FREE FROM TRUNK ABRASIONS.
7. ALL EXISTING LANDSCAPE AREAS NOTED TO REMAIN WILL BE PROTECTED BY A CONSTRUCTION FENCE. CONSTRUCTION FENCING
WILL REMAIN IN PLACE UNTIL THE END OF CONSTRUCTION AT WHICH TIME IT WILL BE REMOVED. SEE SHEET L-2 FOR DETAIL.
8. TOPSOIL WILL BE PROVIDED TO ALL NEW AND UPGRADED LANDSCAPE AREAS AND WILL BE AMENDED BASED ON AN
LABORATORY ANALYSIS.
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Project #: 10583
Designed By: AMS
Drawn By: AMS
Checked By: AK
Date: 05.19.201 0
Store #00328
Scale:
1 ft=20'
Disk File: 1 0583-pg 1.dwg
Model:
Address:
650 ftQft STREET
SPRINGFIELD, OR
Date Received:
LANDSCAPE
PLANTING
PLAN
FRED MEYER
GAS STATION
1 4 2011
Drawing No.:
Original
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LANDSCAPE PLANTING NOTES AND MATERIALS
SCOPE OF WORK
FURNISH ALL MATERIALS, LABOR, EQUIPMENT AND RELATED ITEMS NECESSARY TO ACCOMPLISH
TOPSOIL, TREATMENT AND PREPARATION OF SOIL, FINISH GRADING, PLACEMENT OF SPECIFIED
PLANT MATERIALS, FERTILIZER, STAKING, MULCH, CLEAN-UP, DEBRIS REMOVAL, AND 90-DAY
MAINTENANCE.
QUALIFICATIONS:
LANDSCAPE CONTRACTOR TO BE SKILLED AND KNOWLEDGEABLE IN THE FIELD OF WORK AND
HAVE A MINIMUM FOR FIVE (5) YEAR'S EXPERIENCE INSTALLING SIMILAR WORK. CONTRACTOR TO
BE LICENSED TO PERFORM THE WORK SPECIFIED WITHIN THE PRESIDING JURISDICTION.
JOB CONDITIONS:
IT IS THE CONTRACTOR'S RESPONSIBILITY TO REVIEW THE SITE AND REPORT ANY
DISCREPANCIES TO THE OWNER OR THE OWNER'S REPRESENTATIVES. ALL PLANT MATERIAL AND
FINISH GRADES ARE SUBJECT TO APPROVAL BY THE OWNER.
PROTECTION:
SAVE AND PROTECT ALL EXISTING PLANTINGS SHOWN TO REMAIN. DO NOT PLANT UNTIL OTHER
CONSTRUCTION OPERATIONS WHICH CONFLICT HAVE BEEN COMPLETED. IF AN IRRIGATION
SYSTEM IS TO BE INSTALLED DO NOT PLANT UNTIL THE SYSTEM HAS BEEN INSTALLED, TESTED,
AND APPROVED BY THE OWNER. HANDLE PLANTS WITH CARE - DO NOT DAMAGE OR BREAK
ROOT SYSTEM, BARK, OR BRANCHES. REPAIR AND/OR REPLACE ITEMS DAMAGED AS A RESULT
OF WORK, OR WORK NOT IN COMPLIANCE WITH PLANS AND SPECIFICATIONS, AS DIRECTED BY
OWNER AT NO ADDITIONAL COST TO THE OWNER.
REPAIR OF EXISTING PLANTINGS:
DURING THE COURSE OF WORK, REPAIR ALL EXISTING PLANTING AREAS BY PRUNING DEAD
GROWTH, RE-ESTABLlSHING FINISH GRADE AND RE-MULCHING TO SPECIFIED DEPTH.
REPAIR OF IRRIGATION SYSTEM:
DURING THE COURSE OF WORK, REPAIR ANY DAMAGE TO THE IRRIGATION SYSTEM TO MATCH
CONDITIONS PRIOR TO THE DAMAGE.
GUARANTEE:
GUARANTEE ALL PLANT MATERIAL FOR A PERIOD OF ONE YEAR FROM DATE OF FINAL
ACCEPTANCE OF THE JOB BY OWNER.
90-DAY MAINTENANCE:
CONTRACTOR TO PROVIDE OWNER WITH A SCOPE OF WORK AT TIME OF INITIAL PROJECT BID
TO PROVIDE LANDSCAPE AND IRRIGATION MAINTENANCE FOR 90 DAYS FOLLOWING COMPLETION
OF PROJECT (ACCEPTANCE) OF FACILITY BY OWNER. WORK TO INCLUDE MAINTENANCE AS
DESCRIBED BELOW, IN PLANTING AND IRRIGATION MAINTENANCE.
MATERIALS:
PLANT MATERIALS:
PLANT MATERIALS TO BE GRADE NO.1, SIZED IN ACCORDANCE WITH (MN) AMERICAN
STANDARDS FOR NURSERY STOCK (ANSI Z60.1 -1996). PRUNE PLANTS RECEIVED FROM THE
NURSERY ONLY UPON AUTHORIZATION BY THE LANDSCAPE ARCHITECT. "B & B" INDICATES
BALLED AND BURLAPPED; "CONT." INDICATES CONTAINER; "BR" INDICATES BARE ROOT; "CAL"
INDICATES CALIPER AT 6" ABOVE SOIL LINE; "GAL" INDICATES GALLON.
A) SPECIFIED PLANT CANOPY SIZE OR CALIPER IS THE MINIMUM ACCEPTABLE CONTAINER
OR BALL SIZE ESTABLISHES MINIMUM PLANT CONDITION TO BE PROVIDED.
B) QUALITY:
PLANT MATERIAL TO COMPLY WITH STATE AND FEDERAL LAWS FOR DISEASE
INSPECTION, PLANTS TO BE FULLY LIVE, VIGOROUS, WELL FORMED, WITH WELL
DEVELOPED FIBROUS ROOT SYSTEMS. ROOT BALLS OF PLANTS TO BE SOLID
AND FIRMLY HELD TOGETHER, SECURELY CONTAINED AND PROTECTED FROM INJURY
AND DESICCATION. PLANTS DETERMINED BY LANDSCAPE ARCHITECT TO HAVE BEEN
DAMAGED; HAVE DEFORMITIES OF STEM, BRANCHES, OR ROOTS; LACK SYMMETRY,
HAVE MULTIPLE LEADERS OR ''y'' CROTCHES LESS THAN 30 DEGREES IN TREES, OR
DO NOT MEET SIZE OR ANSI STANDARDS WILL BE REJECTED. PLANT MATERIAL TO BE
FROM A SINGLE NURSERY SOURCE FOR EACH SPECIFIED SPECIES/HYBRID. NURSERY
SOURCES TO BE THOSE LOCATED IN THE SAME REGION AS THE JOB SITE.
C) SU BSTITUTION:
NO SUBSTITUTION OF PLANT MATERIAL, SPECIES OR VARIETY, WILL BE PERMITTED
UNLESS WRITTEN EVIDENCE IS SUBMITTED TO THE OWNER FROM TWO QUALIFIED PLANT
BROKERAGE OFFICES. SUBSTITUTIONS WHICH ARE PERMITTED TO BE IN WRITING
FROM THE OWNER AND LANDSCAPE ARCHITECT. THE SPECIFIED SIZE, SPECIES AND
NEAREST VARIETY, AS APPROVED, TO BE FURNISHED. SUBSTITUTIONS MAY REQUIRE
SUBMITTAL TO REVISED LANDSCAPE PLAN TO CITY FOR APPROVAL.
SOIL PREPARATION:
TOPSOIL, AMENDMENT, AND BACKFILL, ARE GENERAL REQUIREMENTS FOR ALL LANDSCAPE
AREAS, UNLESS NOTED OTHERWISE ON THE PLANS. SOIL AMENDMENTS AND FERTILIZER NOTED
BELOW ARE TO BE USED FOR BID PRICE BASIS ONLY. SPECIFIC AMENDMENTS AND
FERTILIZERS WILL BE MADE AFTER SOIL SAMPLES ARE LABORATORY TESTED BY THE
CONTRACTOR. PROVIDE CHANGE ORDER FOR ADDITIONAL OR REDUCTION OF MATERIALS
REQUIRED OR NOT REQUIRED BY THE SOILS REPORT.
SOIL FERTILITY AND AGRICULTURAL SUITABILITY ANALYSIS:
AFTER ROUGH GRADING AND PRIOR TO SOIL PREPARATION, CONTRACTOR TO OBTAIN TWO
REPRESENTATIVE SOIL SAMPLES, FROM LOCATIONS AS DIRECTED BY THE LANDSCAPE ARCHITECT,
TO NORTHERN LIGHTS ANALYTICAL & CONSULTING INC. RAVENSDALE WA, TEL. 253-653-5770
OR, EQUIVALENT TESTING LABORATORY, FOR TEST #A05-2. SUBMIT RESULTS TO LANDSCAPE
ARCHITECT FOR REVIEW. IF ON-SITE TOPSOIL HAS BEEN STOCKPILED, A TEST IS TO BE
COMPLETED FOR IT, ALSO. TESTS TO INCLUDE FERTILITY AND SUITABILITY ANALYSIS WITH
WRITTEN RECOMMENDATIONS FOR SOIL AMENDMENT, FERTILIZER, CONDITIONERS, APPLICATION
RATES, AND POST-CONSTRUCTION MAINTENANCE PROGRAM. TESTS TO BE CONTRACTED WITH
AND PAID FOR BY THE CONTRACTOR.
A) TOPSOIL:
CONTRACTOR IS RESPONSIBLE FOR SUPPLYING ALL TOPSOIL AND FOR DETERMINING
THE VOLUME OF TOPSOIL REQUIRED PER THE INFORMATION ON PLANS AND NOTED
HERE-IN. CONTRACTOR IS RESPONSIBLE FOR ANY NECESSARY WEED CONTROL
RESULlTNG FROM CONTAMINATED OFF SITE SOURCES.
B) TOPSOIL TO CONSIST OF WINTER MIX AS PRODUCED AND REMIXED BY PACIFIC
TOPSOILS, INC. WINTER MIX TO CONSIST OF 1/3 BY VOLUME SANDY LOAM, 1/3 BY
VOLUME COMPOSTED GARDEN MULCH, AND 1/3 BY VOLUME COARSE WASHED SAND OR
EQUIVALENT. AT MINIMUM, TOPSOIL PRODUCTS BROUGHT ON SITE TO CONTAIN
AMENDMENTS AS LISTED IN "D".
C) NATIVE SURFACE SOIL INCLUDING STOCKPILED SURFACE SOIL, ON-SITE, MAY
MEET TOPSOIL PRODUCT STANDARDS AS NOTED ABOVE, PROVIDED THAT NECESSARY
AMENDMENTS NOTED BELOW, ARE ADDED AND EVENLY BLENDED TO SPECIFIED DEPTH.
D) NATIVE SURFACE SOIL/STOCKEDPILED SURFACE SOIL (AND TOPSOIL BROUGHT ON SITE),
TO INCLUDE THE FOLLOWING AMENDMENTS AS NECESSARY:
THE FOLLOWING AMOUNT PER 1,000 SQUARE FEET:
1. 6-CUBIC YARDS ORGANIC COMPOST. COMPOST TO BE FREE OR NON-FARM
ANIMAL SOURCES, NOR TO BE FROM SOURCES CONTAINING REDWOOD OF CEDAR
PRODUCTS.
2. 30-POUNDS NITROFORM (38-0-0)
3. 5-POUNDS AMMONIUM SULFATE
4. 40-POUNDS CALCIUM CARBONATE LIMESTONE
5. 40-POUNDS DOLOMITE LIMESTONE
6. 5-OUNES BORON (AS BORAX)
ALL AMENDMENTS TO BE THOROUGHLY MIXED PRIOR TO INCORPORATION INTO TOPSOIL.
LANDSCAPE PLANTING NOTES AND DETAILS
E) PLANTING BACKFILL FOR ALL TREES, SHRUBS, AND GROUNDCOVERS:
1. 0.6-CUBIC YARDS PER VOLUME TOPSOIL
2. 0.4-CUBIC YARDS ORGANIC COMPOST.
3. 3-POUNDS NITROFORM (38-0-0)
4. 1-POUNDS AMMONIUM SULFATE
5. 2-POUNDS CALCIUM CARBONATE LIMESTONE
6. 2-POUNDS DOLOMITE LIMESTONE
F) TOPSOIL PREPARATION AND INSTALLATION:
1) VERIFY SUBGRADES TO -8 INCHES BELOW FINISH ELEVATION IN ALL LANDSCAPE AREAS,
EXCEPT AREAS NOTED ON PLANS. THIS ACCOMMODATES TOPSOIL, AMENDMENTS, AND
MULCH.
2) ERADICATE ANY SURFACE VEGETATION ROOTED IN THE SUB-GRADE PRIOR TO SUB-GRADE
PREPARATION.
3) THOROUGHLY SCARIFY AND RIP ALL LANDSCAPE SUB-GRADES WHICH
HAVE BECOME COMPACTED TO A DEPTH OF 12 INCHES WITH MULTIPLE PASSES, 90
DEGREES TO EACH OTHER. SCARIFY AREAS INACCESSIBLE TO MECHANIZED
EQUIPMENT OR AROUND EXISTING PLANTINGS NOTED TO REMAIN WITH HAND TOOLS.
4) REMOVE SOIL LUMPS, ROCK, VEGETATION AND/OR DEBRIS LARGER THAN 2 INCHES
FROM ALL SUB-GRADE PRIOR TO PLACEMENT OF SPECIFIED TOPSOIL.
5) REMOVE ANY ASPHALT EXTENDING BEYOND 6 INCHES FROM CURBS INTO ADJACENT
LANDSCAPE AREAS.
6) PARKING LOT PLANTER ISLANDS TO BE OVER EXCAVATED BY BACKHOE. REMOVE
PAVING WASTE, GRAVEL BASE MATERIAL AND UNDERLYING SUBSOIL TO 18 INCHES
BELOW TOP OF PAVING. SCARIFY AND OVER EXCAVATE PLANT PIT BOTTOM 12
INCHES TO MINIMIZE STRUCTURAL COMPACTION.
G) TOPSOIL PLACEMENT:
PLACE 2 INCHES OF TOPSOIL AND AMENDMENTS OVER THE PREPARED SUB-GRADE AND
THOROUGHLY ROTOTILL WITH MULTIPLE PASSES INTO THE TOP 6 INCHES OF SUB-GRADE
FOR A TOTAL DEPTH OF 8 INCHES. PLACE AN ADDITIONAL 2 INCHES LIFT OR TOPSOIL
OVER THE AMENDED SOIL AS A SURFACES COURSE. PLACE ADDITIONAL TOPSOIL AS
REQUIRED TO MEET FINISH ELEVATIONS IN SEED AREAS OR IN AREAS INDICATED TO BE
MOUNTED.
BARK MULCH (TOPDRESSING):
ONE-HALF-INCH (1/2") SIZE, TO ONE-QUARTER (1/4"), I.E., "FINE," HEMLOCK/FIR BARK.
STAKES:
2-INCH DIAMETER BY 8-FOOT MINIMUM LODGEPOLE PINE STAKES.
GUY MATERIAL:
1-INCH WIDE POLYETHYLENE CHAIN LOCK TYPE TIES; OR, 3/8" DIAMETER RUBBER. NO WIRE.
HERBICIDE:
HERBICIDE IS NOT RECOMMENDED FOR THE FIRST YEAR AFTER INSTALLATION.
ANTI- DESICCANT:
"WILT -PROOF," 48 HOURS PRIOR TO SHIPMENT TO SITE FROM JUNE 1 THROUGH SEPTEMBER.
THOROUGHLY ROOT WATER PLANTS PRIOR TO DELIVERY. PLANT MATERIAL DELIVERED TO SITE
TO BE KEPT CONTINUALLY MOIST THROUGH INSTALLATION.
EXECUTION:
FINISH GRADES:
FINE GRADE AND REMOVE ROCKS AND FOREIGN OBJECTS OVER 2 INCHES DIAMETER FROM TOP
SURFACE OF PREPARED LANDSCAPE AREAS. FINISH ELEVATIONS TO BE DEFINED AS 3 INCHES
BELOW CURBS, WALKS AND/OR OTHER ADJACENT HARDSCAPE FOR ALL PLANTING BED AREAS.
FINISH GRADE REFER TO GRADES PRIOR TO INSTALLATION OF MULCH. ALL FINISH GRADES TO BE
SMOOTH EVEN GRADES, LIGHTLY COMPACTED, AS SHOWN ON THE PLAN AND DETAILED. PROVIDE
POSITIVE DRAINAGE AWAY FROM BUILDINGS AND STRUCTURES. SITE CIVIL DRAWINGS IDENTIFY FINAL
ELEVATIONS.
TREES:
ARRANGE TREES ON SITE IN PROPOSED LOCATIONS PER DRAWINGS. EXCAVATE PIT, PLANT AND
STAKE OR GUY, AS CALLED OUT AND DETAILED. ALL TREES AND SUPPORTS TO STAND VERTICAL.
BACKFILL SHALL BE PIT SPOILS. SETTLE BACKFILL USING WATER ONLY. NO MECHANICAL
COMPACTION.
SHRUBS:
INSTALL SHRUBS AS SPECIFIED FOR TREES.
GROUNDCOVERS:
EXCAVATE PITS TO A MINIMUM OF 3 INCHES BELOW, AND TWICE THE ROOT BALL
DIAMETER. WATER THOROUGHLY AND TAKE CARE TO ENSURE THAT ROOT CROWN IS AT
PROPER GRADE, AS DETAILED.
MULCH:
MULCH ALL LANDSCAPE AREAS NOT COVERED BY LAWN AND/OR SEED. APPLY SUFFICIENT QUANTITY
TO PROVIDE A 3-INCH DEPTH.
UTI L1TY CLEARANCES:
FIELD ADJUST PLANT LOCATIONS FOR 8-FOOT SEPARATION OF TREES/SHRUBS AND 2-FOOT
SEPARATION FOR GROUNDCOVER FROM FIRE HYDRANTS AND UTILITY VAULTS.
PLANTING MAINTENANCE:
CONTRACTOR TO MAINTAIN PLANTINGS THROUGH COMPLETED INSTALLATION, AND UNTIL ACCEPTANCE
OF LANDSCAPE INSTALLATION. PLANTING MAINTENANCE TO INCLUDE WATERING, WEEDING,
CULTIVATING, TIGHTENING AND REPAIRING OF TREE GUYS, RESETTING PLANTS TO PROPER GRADES
OR POSITION, AND RE -ESTABLISHING SETTLED GRADES. HERBICIDE IS NOT RECOMMENDED FOR
ONE YEAR FOLLOWING LANDSCAPE INSTALLATION. INCLUDED IS REPLACEMENT OF DEAD PLANTS AND
PLANTS SHOWING LOSS OF 40 PERCENT OR MORE OF CANOPY.
IRRIGATION MAINTENANCE:
THE IRRIGATION SYSTEM TO BE MAINTAINED INCLUDING ADJUSTMENTS FOR BALANCED WATER
DISTRIBUTION AND PRECIPITATION. FAILED OR MALFUNCTIONING IRRIGATION EQUIPMENT SHALL BE
REPLACED AND/OR CORRECTED. PLANTING AND IRRIGATION MAINTENANCE TO INCLUDE THOSE
OPERATIONS NECESSARY TO THE PROPER GROWTH AND SURVIVAL OF ALL PLANT MATERIALS.
CONTRACTOR TO PROVIDE THIS WORK IN ADDITION TO SPECIFIC WARRANTY/GUARANTEES.
PRUNE DAMAGED TWIGS AFTER PLANTING
PLACE IN VERT. POSITION: DOUBLE LEADERS WILL BE REJECTED
NOTE:
KEEP ROOTBALL MOIST AND PROTECTED AT ALL TIMES.
HOLD CROWN OF ROOTBALL AT OR JUST ABOVE FINISH
GRADE. / \
PROTECT TRUNK AND LIMBS FROM INJURY. 1\\/ ~ /
BACKFILL TO BE SETTLED USING WATER ONLY - / \ ;1
NO MECHANICAL COMPACTION. i
REMOVE ALL WRAP, TIES & CONTAINERS, REGARDLESS! .
OF MATERIAL. ! \I~
(2) LODGEPOLE STAKES, PLUMB WITH ELASTIC CHAIN- ~/J ~. 1\
LOCK TYPE OR RUBBER GUYS TIED IN FIGURE EIGHT;
REMOVE AFTER ONE GROWING SEASON .
PROTECTIVE WRAPPING DURING SHIPMENT TO SITE AND
INSTALLATION REMOVE AT COMPLETION OF PLANTING
HOLD MULCH BACK FROM TRUNK 8" TO 10"
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PREPARE PLANTING BED PER SPEC'S; AT MIN., LOSSEN-Ao
AND MIX SOIL TO 18" OR DEPTH OF ROOTBALL AND 2 '
TIMES BALL DIA. SOIL TO 18" OR DEPTH OF ROOTBALL
AND 2 TIMES BALL DIA.
REMOVE ALL WRAP. TIES. AND CONTAINERS
SCORE ROOTBALL AND WORK NURSERY SOIL
AWAY FROM PERIMETER ROOTS
SET BALL ON UNDISTURBED BASE OR COMPACTED
MOUND UNDER BALL
PENETRATION TO SUBBASE (+) 24"
TREE PLANTING/STAKING DETAIL
NOT TO SCALE
3" MULCH LAYER
FEATH ER EXCESS
SOIL UNDER MULCH
1" MULCH AT CROWN
1/2" ABOVE GRADE
1" ABOVE GRADE
NOTE:
REMOVE CONTAINER AND WORK
ROOTS FREE OF SOIL.
BACKFILL TO BE SETTLED USING WATER ONLY.
SEE PLANT LIST FOR PLANT SPACING.
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LESS THAN 1 GALLON CONTAINER
( PLANTED BEFORE MULCH)
1 GALLON CONTAINER and LARGER
( PLANTED BEFORE MULCH )
GROUNDCOVER PLANTING DETAIL
NOT TO SCALE
HOLD PLANTS FROM
EDGE OF PLANTER
AS NOTED ON PLANT LIST '
SPACING AS CALLED OUT
ON PLAN/PLANT LIST
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CURB/WALK
~HOLD PLANTS FROM
EDGE OF PLANTER
AS NOTED ON PLANT LIST
NOTE:
THIS SPACING APPLIES TO
GROUNDCOVER AND FORMAL
SHRUB ROW PLACEMENT.
PLANT MATERIAL SPACING DETAIL
NOT TO SCALE
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14 GA. GALVANIZED WIRE
TENSAR GS-1 SAFETY FENCE OR EQUAL
(BRIGHT ORANGE PLASTIC MESH)
6' MAXIMUM
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13 GA. GALVANIZED WIRE
NOTE:
1. CLIP FENCE TO GALVANIZED WIRE @
5 FOOT ON-CENTER SPACING.
2. WIRE FENCE TO STEEL FENCE POST.
EXISTING PLANT MATERIAL PROTECTION FENCING DETAIL
NOT TO SCALE
MULCH AT CURB DETAIL
NOT TO SCALE
OVER ALL TOPSOIL DEPTH OF 3 FEET
TOPSOIL SETTLED
(COMPACTED CONDITION)
;; CURB
1-1/2" DRAIN AT LOW
POINTS & 1 0' MAX. SPACING
BERM HEIGHT 6"
SOIL LINE: 4"
IN MULCH
- PAVING (SEE
(CIVIL PLANS)
SUBGRADE
REMOVE EXCESS GRAVEL
AND PAVING
COARSE TRANSITION
TO SUBSOIL
NOTE:
OVER EXCAVATE PARKING LOT PLANTERS
TO LOOSEN COMPACTED SUBBASE
GRADING (I PARKING LOT PLANTERS DETAIL
NOT TO SCALE
Date Received:
SEP 1 4 2011
Original Submittal
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Designed By: AMS
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Checked By: AK
Date: 05.19.2010
Scale: 1 "=20'
Disk File: 1 0583-pg 1.dwg
Model:
Address:
650 "Q" STREET
SPRINGFIELD, OR
LANDSCAPE
PLANTING
NOTES AND DET AlLS
FRED MEYER
GAS STATION
Drawing No.:
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LANDSCAPE IRRIGATION LEGEND
DESCRIPTION
SPRINKLER HEADS:
RAINBIRD 1812-SAM-PRS POP-UP FOR SPRAY HEADS
SYMBOL NOZZLE PSI GPM PRECIP. RADIUS
.~~~~~ RAINBIRD 5 F, H, T, Q SERIES 30 0.41, 0.20, 0.13, 0.10 1.83 5'
FOT'bTTOHO b b RAINBIRD 8 F, H, T, Q SERIES 30 1.05, 0.52, 0.35, 0.26 1.83 8'
(E)@@<ED (f)@ RAINBIRD 10 F, H, T, Q SERIES 30 1.58, 0.79, 0.53, 0.39 1.75 10'
."~t)~{9 RAINBIRD 12 F, TQ, TT, H, T, Q SERIES 30 2.60, 1.95, 1.74, 1.30, 0.87, 0.65 2.01 12'
lP~ftt>[tl>fi>l9> RAINBIRD 15 F, TQ, TI, H, T, Q SERIES 30 3.70, 2.78, 2.48, 1.85, 1.23, 0.92 1.83 15'
~[J RAINBIRD 15 SST, EST SERIES 30 1.21, 0.61 4'x30'/15'
LANDSCAPE IRRIGATION PLAN
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INSTALL 2" DIA. PVC CONDUIT FOR 24Vk
ELECTRICAL WIRING FROM mE CONTRoulltR
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HUNTER WRC WIRELESS RAIN-CLlK WITH RECEIVER, COORDINATE LOCATION WITH GENERAL CONTRACTOR AND OWNER PRIOR
TO THE START OF ANY WORK
RAINBIRD ESP-8-LX, 8 STATION CONTROLLER (HARDWIRE CONNECTION); PROVIDE GROUND AND BATTERIES PER MFR.
SPECS., COORDINATE LOCATION AND ELECTRICAL WITH ELECTRIAL/GENERAL CONTRACTORS AND OWNER PRIOR TO THE START
OF ANY WORK
RAINBIRD 3-RC 3/4" QUICK COUPLING VALVE, IN VALVE BOX, WITH (2) KEYS AND SWIVELS
PLASTIC BALL VALVE, MATCH LINE SIZE, IN VALVE BOX
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WILKINS 850 - BALL VALVE, SIZE TO MATCH PIPE
CARSON INDUSTRIES #1730 (TWO AT P.O.C.) GRADE LEVEL VAULT WITH BOLT LOCK LID
MAINLINE - CLASS 200 PVC (18" COVER); SIZE PER PLAN, 1" SIZE MINIMUM
LATERAL - CLASS 200 PVC (12" COVER); SIZE PER PLAN, 3/4" SIZE MINIMUM
SLEEVE - CLASS 160 (SDR-26) PVC; 24" MINIMUM COVER AT VEHICLE CROSSINGS, TWICE THE SIZE OF INSERT PIPE
AND/OR WIRES, 4" SIZE MINIMUM
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EXISTING LANDSCAPE AND IRRIGATION TO REMAIN, SAVE, PROTECT, OR MODIFIED AS REQUIRED
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Project #: 10583 Store #00328
Designed By: AMS
Drawn By: AMS
Checked By: AK
Date: 05.19.2010
Scale: 1 "=20'
Disk File: 1 0583-pg 1.dwg
Model:
EXISTING IRRIGATION TO BE CAPPED, REMOVED, AND/OR MODIFIED AS REQUIRED
IRRIGATION SHOWN DIAGRAMATICALL Y FOR PLAN CLARITY. COMMON TRENCH AND PLACE EQUIPMENT
IN LANDSCAPE; MANIFOLD GROUPED VALVES IN ADJACENT SHRUB AREAS WHERE FEASIBLE.
Address:
650 "Q" STREET
SPRINGFIELD, OR
Date Received:
LANDSCAPE
IRRIGATION
PLAN
FRED MEYER
GAS STATION
Drawing No.:
SEP 1 2011
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LANDSCAPE IRRIGATION NOTES
1. GENERAL CONTRACTOR AND LANDSCAPE CONTRACTOR TO COORDINATE:
A. INSTALLATION OF 110V ELECTRICAL SERVICE FROM ELECTRICAL SOURCE TO
AUTOMATIC CONTROLLERt INCLUDING WIRE HOOK-UP INTO MOUNTED
CONTROLLER. IRRIGATION CONTRACTOR WILL MOUNT CONTROLLER PER DESIGN
AND COORDINATE WITH GENERAL CONTRACTOR.
B. INSTALLATION OF IRRIGATION/SERVICE METER AND STUB TO IRRIGATION POINT OF
CONNECTIONt PER UTILITY PLAN(S).
PROVIDE STANDARD THREADED STUB-OUT WITH THREADED CAP ON DISCHARGE
SIDE OF METER. STUB-OUT TO BE INSTALLED APPROXIMATELY 18 INCHES BELOW
FINISH GRADE.
C. VERIFICATION OF STATIC WATER PRESSURE AT POINT -OF -CONNECTION (P .O.C.)
CONTRACTOR SHALL NOTIFY OWNER AND BARGHAUSEN CONSULTING ENGINEERSt
INC., OF ANY VARIATION IN STATIC PRESSURE OVER 5 PSI GREATER/LESS THAN
DESIGN PRESSURE.
D. INSTALLATION OF SLEEVING.
2. SYSTEM HAS BEEN DESIGNED FOR 25 GPM AT 75 PSI. STATIC PRESSURE BY WATER
DEPARTMENT TEST/CALCULATION 75 PSI.
3. ALL WORK PER LOCAL CODE. INSTALLATION PER MANUFACTURER'S WRITTEN SPECIFICATIONS.
4. ALL VALVES TO BE PLACED IN uCARSONu GRADE LEVEL BOXES WITH BOLT-LOCK LIDS (OR
APPROVED EQUIVALENT). SET BOXES 2 INCHES HIGHER THAN FINISH GRADE IN MULCH
AREAS AND FLUSH WITH FINISH GRADE IN LAWN AREAS. JUMBO BOX FOR CHECK VALVE,
10u ROUND BOX FOR GATE/QUICK COUPLER/WIRE SPLICES, AND 12u STANDARD FOR
CONTROL VALVES. PROVIDE BOX EXTENSIONS AS REQUIRED.
5. MAINLINE PIPE TO BE BURIED 18 INCHES AND LATERALS 12 INCHES BELOW FINISH GRADE.
NO ROCK OR DEBRIS TO BE BACKFILLED OVER PIPE.
6. HEAD AND LINE POSITIONING IS DIAGRAMMATIC ON PLAN. ADJUST IN FIELD AS NECESSARY
FOR ADEQUATE COVERAGE. VALVES TO BE POSITIONED ADJACENT TO PAVEMENT/CURBS,
IN SHRUB BEDS WHERE POSSIBLE.
7. PROVIDE OWNER WITH TWO (2) SETS uAS-BUILT" DRAWINGS AND (3) SETS OF OPERATORtS
MANUALS UPON COMPLETION. INSTRUCT OWNER AS TO PROPER OPERATION AND
WINTERIZATION OF THE IRRIGATION SYSTEM.
8. FAMILIARIZE OWNERS FACILITY OPERATOR WITH IRRIGATION SYSTEM FUNCTIONt CONTROLLER
PROGRAMMING, SYSTEM OPERATION AND MAINTENANCE REQUIREMENTS.
9. SPRINKLERS ON RISERS WILL NOT BE ALLOWED UNLESS NOTED ON PLANS.
10. RADIUS REDUCTION TO BE MADE BY USE OF PRESSURE ADJUSTMENTt SCREENSt AND/OR
ALTERNATE NOZZLES. IN-NOZZLE ADJUSTMENT IS LIMITED TO 10 PERCENT FOR SPRAY
HEADS AND PER MANUFACTURERtS LIMITS FOR OTHER SPRINKLERS. SPRINKLER SPACING
NOT EXCEED 60% OF THE DIAMETER OF THE PUBLISHED DATA.
11. ALL CONTROL WIRE SPLICES TO BE MADE AT VALVE BOXES WITH WATER TIGHT ELECTRICAL
SPLlCESt 3M, SCOTT'S LOCK SEAL TACK 3576-78t OR EQUIVALENT.
12. EACH VALVE BOX TO CONTAIN A MINIMUM OF TWO (2) SPARE ORANGE CONTROL WIRES
FOR JACKETED WIRE. ROUTE SPARE WIRES FROM THE CONTROLLER TO THE LAST
VALVE OF EACH MAINLINE BRANCH. COMMON WIRE TO BE WHITE. SINGLE STRAND
WIRE TO BE A MINIMUM OF 14 GAUGE.
13. ALL ELECTRICAL EQUIPMENT TO BE U.L. TESTED AND APPROVED, AND BEAR THE U.L.
LABEL.
14. CROSS CONNECTION PROTECTION INSPECTION REQUIRED. THE BACKFLOW DEVICE TO BE
TESTED UPON THE ORIGINAL INSTALLATION. THE TESTING TO BE PERFORMED BY A PERSON
HOLDING A CURRENT CERTIFICATE AS A BACKFLOW TESTER. THE TEST REPORT TO BE
SUBMITTED TO THE LOCAL WATER DISTRICT, OR PURVEYOR, AND OWNER WITH A COPY TO
BARGHAUSEN CONSULTING ENGINEERSt INC. CONTRACTOR TO INCLUDE TESTING IN THE
SCOPE OF WORK. OWNER IS RESPONSIBLE FOR ANNUAL INSPECTIONS AFTER THE INTIAL
INSPECTION.
15. CONTRACTOR TO PROVIDE SYSTEM WINTERIZATION/SPRING SERVICE WHEN INSTALLATION
HAS BEEN COMPLETED WITHIN 90 DAYS OF NOVEMBER 1 FOR WINTERIZATIONt OR
MAY 15 FOR SPRING SERVICE. SERVICE TO BE PERFORMED AS NEAR AS PRACTICAL
TO THE ABOVE DATESt OR AS FREEZE/PRECIPITATION CONDITIONS DETERMINE SERVICE
NEED.
16. IRRIGATION SCHEDULING:
THE IRRIGATION CONTROLLER CONTAINS A WATER BUDGET FEATURE. PERIODIC
(WEEKLY) ADJUSTMENT OF THE WATER SCHEDULE IS INTENDED TO BE MADE VIA
BUDGET ADJUSTMENT. RE-ADJUST WATERING DAYS AT 100 PERCENT BUDGET WHEN
ADJUSTMENT EXCEEDS 30%. SET CONTROLLER FOR HIGHEST ETo WATER SCHEDULE,
BASED ON PUBLISHED LOCAL EVAPOTRANSPIRATION DATA. SYSTEM HAS BEEN DESIGNED
FOR 50 TO 80 PERCENT DISTRIBUTION UNIFORMITY. LAWN ZONES SHOULD BE SCHEDULED
FOR 100 PERCENT REPLACEMENT FACTOR ON A TYPICAL MINIMUM 3-DAY CYCLE. SHRUB
ZONES SHOULD BE PROGRAMMED AT 40 TO 70 PERCENT OF THE MONTHLY LAWN WATER
REQUIREMENT ON A ONCE PER WEEK CYCLE. ALL WATERING IN EXCESS OF THE LOCAL
ETo C'FIELD RECHARGEU) TO BE COMPLETED DURING THE CONSTRUCTION PHASE WHILE
THE CONTRACTOR IS ON THE JOB SITE. OVER WATERING OF LANDSCAPE DUE TO
CONTROLLER SCHEDULING TO BE GROUNDS FOR CONTRACTOR TO REPAIR ANY RESULTANT
DAMAGES AT CONTRACTOR'S OWN EXPENSE.
17. SUBSTITUTION OF IRRIGATION MATERIAL/EQUIPMENT TO BE MADE ONLY UPON WRITTEN
APPROVAL OF OWNER'S REPRESENTATIVE.
18. ALL ZONES TO PASS A MINIMUM DISTRIBUTION UNIFORMITY OF 62 PERCENTt AS
TESTED THROUGH AN IRRIGATION ASSOCIATION CERTIFIED WATER AUDIT.
LANDSCAPE IRRIGATION NOTES AND DETAILS
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DIMENSIONS ARE MINIMUM CLEARANCES.
ALL IRRIGATION SLEEVING TRENCH BACKFILL MATERIAL TO BE CLASS
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COMPACTED TO MIN. 95% OPTIMUM DENSITY PER ASTM D-1557-70
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SLEEVE/TRENCHING DETAIL
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VALVE BOX
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PVC SCH 80 NIPPLE
REMOTE CONTROL VALVE;
BODY CLEAR OF SUMP
1 C.F. 7/8" GRAVEL SUMP
PVC MAINLINE
PVC SCH 80 NIPPLE
NOTE:
ONE VALVE PER BOX.
PROVIDE EXTRA COILS (18") OF EACH WIRE IN VALVE BOX.
COMPACT SOIL AROUND VALVE BOX.
USE TEFLON OR FLOWABLE SEALANT IN ALL THREADED FITTINGSt PER
MANUFACTURES SPEC'S.
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CHECK VALVE ASSEMBLY
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PVC SCH 80 UNION
QUICK COUPLING VALVE
NOTE:
THE BACKFLOW DEVICE TO HAVE 6" MINIMUM
UNOBSTRUCTED CLEARANCE ON ALL SIDES
JUMBO VALVE BOX
WITH LOCKING LID
PVC SCH 80 UNION
WILKINS 600
PRES. REDUCING VALVE
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- T x S COUPLING:
CONTRACTOR TO PROVIDE
THREADED FITTING AND
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OF MEETING
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MOUNT ON WEATHER EXPOSED WALL 8t ABOVE GRADE.
FROM IRRIGATION WATER SERVICE
DOUBLE GRADE LEVEL JUMBLE BOX
SIZE TO PERMIT 12ft MINIMUN CLEAR
FROM WALLS TO TEST COCKS;
BOLT LOCK LID
DOUBLE CHECK VALVE (STATE APPROVED
ASSEMBLY) RESILlANT SEATED VALVES
AND TEST COCKS; INSTALL ASSEMBLY AS
SHOWN OR THE TEST COCKS IN HORIZONTAL
POSITIONt PER LOCAL REQUIREMENTS.
PVC MAINLINE PER PLAN
PVC SCH 80 NIPPLE AND FEMALE
ADAPTER
PVC SCH 80 UNION - TYPICAL
PVC SCH 80 NIPPLE - TYPICAL
BLOCK AS NECESSARY WITH BRICKS
AT BASE OF BOX
GRAVEL SUMP-7/8" WASHED GRAVEL
NOTE:
INSPECTION OF COMPLETED ASSEMBLY
BY CERTIFIED TESTER REQUIRED.
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RAIN SENSOR DETAIL (WALL MOUNT)
6ft CLEAR OF
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PVC SCH 80 NIPPLE
PVC LATERAL
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MANUFACTURERtS LIMITS PREVAIL FOR
INSTALLATION AND ADJUSTMENTS.
PROVIDE SWING JOINT RISERS AT WALKS AND CURBS.
24u FLEXIBLE RISERS ACCEPTABLE ELSEWHERE.
POP-uP RISER ASSEMBLY
NOT TO SCALE
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SLOPE COVERAGE
CONDITIONS. 50% OF
SLOPE ANGLE - TYPICAL
MARLEX 90. ELBOWS
PVC SCH 40
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(SIDE INLET ONLY)
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Date Received:
1 4 2011
Original
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Project #: 10583
Designed By: AMS
Drawn By: AMS
Checked By: AK
Date: 05.19.2010
Scale:
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Disk File: 1 0583-pg 1.dwg
Model:
Address:
650 "Qu STREET
SPRINGFIELD, OR
LANDSCAPE
IRRIGATION
NOTES AND DETAILS
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L2"x2"x 1 /8" MOUNTING IRON FURNISHED WITH
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THIS DRAWING IS AND SHALL REMAIN THE PROPERTY OF THE KROGER COMPANY
REPRODUCTION OR ALTERATION OF THIS DRAWING WITHOUT THE EXPRESS
WRITIEN PERMISSION OF THE KROGER COMPANY IS PROHIBITED.
(NOT PUBLISHED: ALL RIGHTS RESERVED)
NOTE TO CONTRACTOR:
THIS SET OF DRAWINGS AND DOCUMENTS IS INTENDED AS A SET OF GUIDELINES
FOR THE PROJECT AND ARE INTENDED TO BE USED IN CONJUNCTION WITH A SET
OF CONSTRUCTION SPECIFICATIONS TO BE SUPPLIED BY OWNER. THEY MUST BE
READ TO INCORPORATE ALL APPLICABLE FEDERAL, STATE, AND LOCAL CODES
INCLUDING FEDERAL AD.A. REQUIREMENTS. THIS SET ASSUMES THAT THERE
ARE NO UNUSUAL SOIL CONDITIONS OR WIND LOADS. THE FAILURE OF THIS
CONDITION MAY REQUIRE SIGNIFICANT CHANGES TO THESE DOCUMENTS.
IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO CONFORM TO ALL
APPLICABLE CODES AND TO INFORM THE OWNERS/ARCHITECTS OF ANY QUESTIONS
OR CLARIFICATIONS WHICH ARE DESIRED. CONTRACTORS SHALL ALSO VISIT THE
SITE BEFORE BIDDING. CONTRACTORS ARE REQUIRED TO KNOW ALL OBSERVABLE
CONDITIONS AND APPLICABLE CODES.
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AUGUST, 2010
AS NOTED
10583 A2.0.dwg
Scale:
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Model:
OREGON 5x 1 (GO)
Address:
650 "Q" STREET
SPRINGFIELD, OREGON
EXTERIOR ELEVATIONS
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Drawing No.:
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