HomeMy WebLinkAboutGrading Aquaculture Facility - SHR Plot / Site Plans - 9/30/2016 GAME DEPT. CONCRETE
MONUMENT W/BRASS DISK
AS SHOWN ON PREVIOUS
SURVEY OF RECORD
Sl NNYSIDE ROAD
8 AS-BUILT CENTERLINE _ _ N 89 55'04" E 5335.65 (REC) 9
7 330.00 28.12<� L1 12 L3 L4 8 .
#4 IRON BAR AS -
SHOWN ON PREVIOUS 6'
SURVEY OF RECORD 860.00
o ENTERLINEDESCRIPTION.
R EXISTING ROAD I \
SEE 20' EASEMENT
A. F. NO. 300813. I tp PARCEL 1:
tp THE EAST 200 FEET OF THE WEST 860 FEET OF THE NORTH HALF OF THE
SOUTHWEST QUARTER OF SECTION 8, TOWNSHIP 21 NORTH, RANGE 4 WEST, W.M.,
18.92 I �9 LYING SOUTHERLY OF THE SOUTHERLY RIGHT-OF-WAY LINE OF SUNNYSIDE COUNT
FOUND 3/4" IRON PIPE ROAD NO. 42360;
?I-
N 27' 4' 25" E, 13.36' ALSO, ANY PORTION OF THE EAST 200 FEET OF THE WEST 860 FEET OF THE
FROM CALC. POSITION SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION 8, LYING
L11--��, NORTHERLY OF THE MIDDLE BRANCH OF THE UNNAMED STREAM RUNNING ACROSS
o I SAID SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER
u I 38.42(, PARCEL 1:
0) O I SEE RIGHT RESERVED THE WEST 660 FEET OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF
d W FOR UTILITY PURPOSE T 8' GRAVEL RD. SECTION 8, TOWNSHIP 21 NORTH, RANGE 4 WEST, W.M., LYING SOUTHERLY OF THE
DETAIL. p I A.F. NO. 263270. SEE 15' EASEMENT FOR SOUTHERLY RIGHT-OF-WAY LINE OF SUNNYSIDE ROAD NO. 42360, AND THAT
w I rr INGRESS AND EGRESS, PORTION OF THE WEST 660 FEET OF THE SOUTHWEST QUARTER OF THE SOUTHWEST
SCALE 1" = 50' A.F. NO. 263270. QUARTER OF SECTION 8, TOWNSHIP 21 NORTH, RANGE 4 WEST, W.M., LYING
20.92 I NORTHERLY OF THE MIDDLE BRANCH OF AN UNNAMED STREAM RUNNING ACROSS
SECTION 8, TOWNSHIP 21 NORTH, RANGE 4 WEST, W.M.
�19.55
9 99`� I EXCEPTING THEREFROM THE WEST 330 FEET THEREOF.
i
1.97 SEE I �` TOGETHER WITH AND SUBJECT TO EASEMENTS AS RECORDED UNDER AUDITOR'S FILE
u')l rn DETAIL I NO.'S 263270 AND 300813, RECORDS OF MASON COUNTY, WASHINGTON.
�oV 10.89<, -21.58
N�
CD
o°Q 31.55( 0 I� EAST 200'
z WEST 860'
4.82
23.46<
N I06LINE TABLE
N I NO. BEARING DISTANCE
L1 N 87'13 '40" E 41 .44 p
z I L2 N 88'49 '06" E 97.27
L3 N 87'57'04" E 98.35
N I L4 S 86'23'08" E 46.68
CENTERLINE ca
L5 S 73'49 '23" E 46. 19
EXISTING ROAD s L6 S 56*23'05" E 42.74
SEE 20' EASEMENT I L 7 S 43'15 '30" E 54. 18 (�
c� L8 S 35'24 '58" E 67.33
A. F. NO. 300813. I N L 9 S 39'S2 'S3" E 53.37
o L10 S 50'37'36" E 54.99 Q
L11 S 57'31 '02" E 17.09
Z L12 S 65*00 '00" W 16.02
L 13 S 64'13 '12" W 118. 13
L 14 N 65'00 '00" W 100.00 z
I � p
WEST 660'
ui a, EXCEPT WEST 330' I
I
NOTES:
FOR SECTION SUBDIVISION SEE
PREVIOUS SURVEY OF RECORD LEGEND.
BOOK 18, PAGE 185, A.F. NO. 584424 SEE 15' EASEMENT FOR
FISHING AND RECREATION
SEE BOUNDARY LINE ADJUSTMENT rn L12 A.F. NO. 263270 & 300813 0 _ # 5 IRON BAR W/YELLOW
NO. 96-43, A.F. NO. 627922 0 /� ��4 PLASTIC CAP SET
SEE SHORT PLAT NO. 2746, VOL. 1 OF o Q = FOUND AS NOTED
SHORT PLATS, PAGE 153, A.F. NO. 630656. ,N 7,9 50 5g„ Ft r
ALL RECORDS OF MASON CO., WA. w_324 7g ❑p= POWER VAULT F wash;I��
T❑ = TELEPHONE PEDISTAL � �
MIDDLE BRANCH UNNAMED STREAM
o
15653
.n
EQUIPMENT AND PROCEDURES L LATO
EQUIPMENT: L I ETZ 6 SECOND THEODOLITE WITH EDM SCALE. 1"=100 FEET EXPIRES 7/16/2000
200' CALIBRATED CHAIN
PROCEDURE: FIELD TRAVERSE 0 50 100 200
99-118.DWG/.XYZ
AUDITOR'S CERTIFICATE SURVEYOR'S CERTIFICATE SURVEY HOLMAN & ASSOCIATES
PROFESSIONAL LAND SURVEYORS
THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR FOR 123 WEST "C" STREET
FILED FOR RECORD THIS. . . . .DAY. . . . . , 19. . . . .AT. . . . .M. IN UNDER MY DIRECTION IN CONFORMANCE WITH THE REQUIRMENTS P.O. BOX 2379
BOOK, . , . . . . , .OF. , . . . . , ,AT PAGE. . . . . . , . . . ,AT THE REQUEST OF
OF THE SURVEY RECORDING ACT AT THE REQUEST OF AQUA SEED CORP. SHELTON, WASH I NGTON 98584(360) 426-2990
AQUA SEED CORP. IN DWN BY DATE JOB NO.
DANIEL F. HOLMAN, , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . N.W. 1/4 S.W. 1/4
DCH NOV. 1999 99-118
SECTION 8, TOWNSHIP 21 NORTH, RANGE 4 WEST, W.M. CHKD BY SCALE SHEET
COUNTY AUDITOR CERTIFICATE NO. 15653, DCH 1"=100, 1 OF I
PROJECT DESCRIPTION ABBREVIATIONS
WORK GENERALLY COMPRISES SUPPLYING ALL MATERIALS,LABOR,AND EQUIPMENT TO: EARTHWORK APPROX APPROXIMATE
A. CLEAR AND GRUB SITE. ASSY ASSEMBLY
B. TEMPORARY EROSION AND SEDIMENT CONTROL. 20. PLACE AND COMPACT FILL ON FIRM UNDISTURBED INORGANIC MATERIAL IN LIFTS NOT ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS
C. ACCESS IMPROVEMENTS, EXCEEDING 8 IN. AWWA AMERICAN WATER WORKS ASSOCIATION
D. DRILL NEW WELL,INSTALL PUMPS IN TWO WELLS,AND CONSTRUCT ASSOCIATED WATER 21. DO NOT EXCEED A MAX SLOPE OF 2.0 HORIZONTAL TO 1.0 VERTICAL FOR FILL. BMP BEST MANAGEMENT PRACTICE
SUPPLY PIPING. 22. ADJUST MOISTURE CONTENT OF STRUCTURAL FILL TO WITHIN 3 PERCENT OF OPTIMUM BV BUTTERFLY VALVE
E. CONSTRUCT A PUMP STATION AND ASSOCIATED PIPING TO CONVEY EFFLUENT FROM MOISTURE CONDITIONS AND COMPACT BY MECHANICAL MEANS TO A MINIMUM OF 92 CI CAST IRON
INCUBATION BUILDING TO FISH HOLDING PONDS. PERCENT OF THE MAXIMUM DRY DENSITY AS DETERMINED BY THE ASTM D-1557 TEST CIOD CAST IRON OUTSIDE DIAMETER
F. CONSTRUCT REINFORCED CONCRETE RACEWAYS,READY-FOR-MARKET FISH TANKS,AND PROCEDURES. CL CENTER LINE J�
SETTLING BASIN. 23. FILL MATERIALS PLACED WITHIN THREE(3)FEET OF THE PERIMETER OF THE RACEWAY CIA DIAMETER 0
G. CONSTRUCT TWO FISH HOLDING PONDS,AND ASSOCIATED STRUCTURES AND PIPING. BUILDING,READY-FOR-SALE TANKS,SETTLING BASIN,AND HOLDING PONDS MUST MEET E EAST Q per'
THE REQUIREMENTS OF STRUCTURAL FILL INCLUDING COMPACTION.COMPACT FILL REQUIRED GEOTECHNICAL SPECIAL INSPECTIONS
H. SUPPLY AND ERECT STEEL BUILDING. EL ELEVATION
BEYOND THE ABOVE LIMITS TO A MINIMUM OF 90 PERCENT OF THE MAXIMUM DRY ESC EROSION AND SEDIMENT CONTROL FREQUENCY
WORK NOT INCLUDED DENSITY. EXIST EXISTING ELEMENT REFERENCE/REMARKS
24. IF GROUNDWATER 15 ENCOUNTERED DURING TRENCH EXCAVATION,PLACE A LAYER OF FE FLANGE END CONT. PERIODIC �O�oQ A. ELECTRICAL CONSTRUCTION. STABILIZATION MATERIAL ALONG THE BASE OF THE EXCAVATION.PLACE THE LAYER IN A FG FINISHED GRADE LINING
B. MECHANICAL CONSTRUCTION SINGLE LIFT 1-FOOT THICK. THE MATERIAL,WHICH MUST BE FREE OF ORGANIC MATTER FM FORCE MAIN PRIOR TO PLACMENT OF POND LINER,OBSERVE SUBGRADE
C. RACEWAY BUILDING AND OTHER DELETERIOUS MATERIAL,MAY CONSIST OF WELL-GRADED GRAVEL,CRUSHED FT,(') FOOT,FEET AND VERITY THAT SITE HAS BEEN PREPARED PROPERLY X BY GEOTECHNICAL ENGINEER
GRAVEL,OR CRUSHED ROCK WITH A MAXIMUM PARTICLE SIZE OF 4 INCHES AND LESS GL GROUND LEVEL
THAN 5 PERCENT FINES PASSING THE NO.200 SIEVE. VERIFYTHAT POND LINER IS PROPERLY INSTALLED X BY GEOTECHNICAL ENGINEER
GENERAL NOTES 25, FOR PERMANENTLY EXPOSED CUT SLOPES,DO NOT EXCEED A MAX SLOPE OF 1.5 GPM GALLONS PER MINUTE L
HORZ HORIZONTAL MONITOR LEAKAGE TESTS X BY GEOTECHNICAL ENGINEER � m
1. DO NOT ENTER EXISTING BUILDINGS OR INTERFERE WITH EXISTING OPERATIONS ON SITE HORIZONTAL TO 1.0 VERTICAL. PROVIDE TOE DITCHES TO REMOVE SEEPAGE FROM IE INVERT ELEVATION
WITHOUT PRIOR APPROVAL OF OWNER. PERMANENTLY EXPOSED CUT SLOPES. IN,(") INCH,INCHES
2. BEFORE COMMENCING WORK,ARRANGE A MEETING ON SITE WITH PREVENTATIVES OF 26. TEMPORARY EXCAVATIONS UP TO 4 FT DEEP MAY BE CONSTRUCTED WITH NEAR LR LONG RADIUS CO
OTHER CONTRACTORS,ENGINEER,OWNER,AFFECTED UTILITIES,AND REGULATORY VERTICAL SLOPES PROVIDE THE EXCAVATION IS ONLY OPEN FOR A SHORT TIME AND MAX MAXIMUM N W
AGENCIES HAVING JURISDICTION OVER THE WORK, THERE IS NO GROUNDWATER SEEPAGE.PROVIDE SAFETY PROTECTION THAT MEETS OR MG MATCH GRADE CDa
3. CONFORM TO REQUIREMENTS OF LATEST EDITION,INCLUDING AMENDMENTS,OF EXCEEDS THE REQUIREMENTS OF THE CHAPTER 49.17,REVISED CODE OF WASHINGTON MIN MINIMUM `? e
"STANDARD SPECIFICATIONS FOR ROAD,BRIDGE,AND MUNICIPAL CONSTRUCTION,M FOR TEMPORARY EXCAVATIONS GREATER THAN 4 FT DEEP. MJ MECHANICAL JOINT PIPELINE SPECIAL INSPECTIONS o
41-10"(WSDOT STANDARD SPECIFICATIONS)PUBLISHED BY WASHINGTON STATE 27. DEWATER EXCAVATIONS AS NECESSARY TO MAINTAIN DRY WORKING CONDITIONS. N NORTH FREQUENCY
DEPARTMENT OF TRANSPORTATION UNLESS NOTED OTHERWISE BY ENGINEER OR PERMIT 28. SUBMIT TO ENGINEER FOR APPROVAL THE EXPERIENCE AND CREDENTIALS OF NE NORTHEAST ELEMENT REFERENCEIREMARKS
REQUIREMENT(S). CONTRACTOR PROPOSED TO INSTALL LINER. NGVD NATIONAL GEODETIC VERTICAL DATUM CONT. PERIODIC
4. DO NOT WORK BEYOND LIMITS OF CONSTRUCTION NOTED ON DRAWINGS WITHOUT PRIOR 29. PREPARE SUBGRADE TO RECEIVE LINING,HANDLE LINING MATERIALS,AND INSTALL LINER NO NUMBER TRENCH
WRITTEN APPROVAL OF ENGINEER. PROTECT AREAS OUTSIDE LIMITS OF CONSTRUCTION IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. NW NORTHWEST
FROM DAMAGE. 30. TEST LINING FOR LEAKS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. PSF POUNDS PER SQUARE FOOT INSPECT TRENCH PRIOR TO PLACING STRUCTURAL FILL OR X BY GEOTECHNICAL ENGINEER
5. DO NOT REVISE WORK WITHOUT PRIOR WRITTEN APPROVAL OF ENGINEER. PUD PUBLIC UTILITY DISTRICT PIPE BEDDING
6. DO NOT REFUEL,REPAIR,OR SERVICE VEHICLES OR EQUIPMENT WITHIN 100 FEET OF PIPING PVC POLYVINYL CHLORIDE INSPECT TRENCH BEFORE BACKFILL IS PLACED AND AFTER
CLASS B POTABLE WATER WELL AS NOTED ON DRAWINGS. PVMT PAVEMENT X BY CIVIL ENGINEER Z
7. VERIFY LOCATION AND DEPTH OF BURIED UTILITIES PRIOR TO ANY WORK.IMMEDIATELY 31. SURVEY PIPELINE ROUTES AND IMMEDIATELY NOTIFY ENGINEER OF DIFFERENCES R RADIUS INSTALLING PIPE AND PLACING BEDDING MATERIAL G
NOTIFY ENGINEER OF ANY CONFLICT BETWEEN UTILITIES AND WORK.LOCATION OF BETWEEN THE SURVEY AND THESE DRAWINGS THAT COULD AFFECT THE PIPELINE RD ROAD PIPE d
UTILITIES SHOWN ON DRAWINGS IS APPROXIMATE AND NOT ALL UTILITIES MAY BE SHOWN. ALIGNMENT AND/OR PROFILE. REQD REQUIRED
8. HAND EXPOSE UTILITIES WHERE REQUIRED TO ACCOMMODATE CONSTRUCTION. 32. DO NOT BEND PVC PIPE.ACCOMMODATE MINOR CHANGES IN ALIGNMENT BY DEFLECTING ROW RIGHT-OF-WAY INSPECT PIPE JOINTS X BY CIVIL ENGINEER C9
9. KEEP LEGIBLE COPY OF APPROVED DRAWINGS AND REFERENCED SPECIFICATIONS ON PIPE AT BELL AND SPIGOT JOINTS.DO NOT EXCEED 80 PERCENT OF THE MAXIMUM SD STORM DRAIN INSPECT WALL PENETRATIONS X BY CIVIL ENGINEER H
SITE AT ALL TIMES DURING CONSTRUCTION.CLEARLY MARK WASHINGTON STATE PLANE DEFLECTION RECOMMENDED BY MANUFACTURER. SEC SECTION J C
SOUTH COORDINATES AND NGVD ELEVATION OF EXISTING UTILITIES AND 33. CONSTRUCT GRAVITY PIPES IN ACCORDANCE WITH WSDOT STANDARD SPECIFICATION SHT SHEET INSPECT TRUST BLOCKS AND RESTRAINED JOINTS X BY CIVIL ENGINEER <
AS-CONSTRUCTED WORK ON DRAWINGS. SECTION 7.04 EXCEPT AS SPECIFIED ON THESE DRAWINGS.PROVIDE MIN COVER OF 1 FT. SR SHORT RADIUS
10. ENSURE CONSTRUCTION-RELATED MATERIAL AND DEBRIS IS NOT DEPOSITED ON PUBLIC LAY PIPE TO THE GRADES SHOWN ON THE DRAWINGS.PRIOR TO PLACING BACKFILL, SS SANITARY SEWER INSECT INSTALLATION OF FITTINGS X BY CIVIL ENGINEER
ROADS. PROMPTLY REMOVE SUCH MATERIAL AND DEBRIS. PERFORM EXFILTRATION TEST IN ACCORDANCE WITH WSDOT STANDARD SPECIFICATION SSCO SANITARY SEWER CLEAN-OUT °n
11. NOTIFY ENGINEER UPON COMPLETION OF WORK AND BEFORE ACCEPTANCE OF THE SECTION 7-04.3(1)B. SWMMWW STORMWATER MANAGEMENT MANUAL FOR WESTERN MONITOR LEAKAGE TESTS X BY CIVIL ENGINEER U)
PROJECT.ENGINEER WILL INSPECT THE PROJECT AND PROVIDE CONTRACTOR WITH A 34. CONSTRUCT PRESSURE PIPE IN ACCORDANCE WITH WSDOT STANDARD SPECIFICATION WASHINGTON,LATEST EDITION PUMPS
LIST OF ANY DEFECTS THAT REQUIRE CORRECTION PRIOR TO FINAL ACCEPTANCE BY SECTION 7.09 EXCEPT AS SPECIFIED ON THESE DRAWINGS.PROVIDED MIN COVER OF 3 FT. SWPPP STORM WATER POLLUTION PREVENTION PLAN
LAY PIPE SUCH THAT ENTIRE PIPELINE CAN DRAIN TO THE PUMP.PRIOR TO PLACING MONITOR WELL PUMP AND PREFABRICATED PUMP STATION X BY CIVIL ENGINEER
OWNER. TB THRUST BLOCK INSTALLATION
12. PROVIDE ENGINEER WITH COMPLETE SET OF REPRODUCIBLE AS-CONSTRUCTED BACKFILL,PERFORM HYDROSTATIC PRESSURE TEST IN ACCORDANCE WITH WSDOT TEMP TEMPORARY
DRAWINGS UPON FINAL ACCEPTANCE OF WORK BY OWNER. STANDARD SPECIFICATION SECTION 7-09.3(23). TESC TEMPORARY EROSION&SEDIMENT CONTROL MONITOR PUMP PERFORMANCE TESTS X BY CIVIL ENGINEER o
35. WHERE PIPE IS LOCATED WITHIN FILL,PLACE COMPACTED FILL TO A MIN 1 FT ABOVE THE TYP TYPICAL
SITE PREPARATION TOP OF PIPE,EXCAVATE A TRENCH AND INSTALL PIPE AS SPECIFIED ABOVE. VERT VERTICAL
36. SIZE THRUST BLOCKS FOR A MAXIMUM SOIL BEARING PRESSURE OF 500 PSF.A HIGHER U/G UNDERGROUND
13. LIMIT CLEARING AND GRUBBING TO MINIMUM AREA REQUIRED TO FACILITATE VALUE MAY BE USED WITH THE WRITTEN APPROVAL OF ENGINEER. W WEST
CONSTRUCTION.PRIOR TO CONSTRUCTION,SUBMIT PLAN SHOWING PROPOSED 37. PROVIDE CONCRETE THRUST BLOCKS AT BENDS,TEES,CROSSES,DEAD ENDS,AND WSDOT WASHINGTON STATE DEPARTMENT OF TRANSPORTATION
BOUNDARIES FOR CLEARING AND GRUBBING TO ENGINEER FOR APPROVAL.DO NOT FITTINGS AS SHOWN ON WSDOT STANDARD PLAN B-90.40.00. WTR WATER = :D co
PERFORM CONSTRUCTION-RELATED ACTIVITIES OUTSIDE APPROVED CLEARING AND 38. INSTALL DETECTION(LOCATOR)WIRE AT THE BOTTOM OF THE PIPE TRENCH FOR ALL w Y N
GRUBBING BOUNDARIES. PIPES.THE WIRE SHALL BE INSULATED SOLID CORE,14 GAUGE OR LARGER,AND SHALL BE z Q o Q coo
14. REMOVE ALL ORGANIC MATERIAL AND DISTURBED OR DELETERIOUS INORGANIC MATERIAL CONTINUOUS FOR THE ENTIRE LENGTH OF EACH PIPE RUN. ENSURE ENDS OF WIRE ARE o a'j
FROM BUILDING,POND,ACCESS ROAD AND PARKING AREAS. REMOVE INORGANIC EASILY ACCESSIBLE AFTER COMPLETION OF WORK. D CIVIL SPECIAL INSPECTIONS 0 co ZD Uj cc 0
ACHIEVE FOUNDATION GRADES SHOWN ON 39. INSTALL CONTINUOUS DETECTABLE MARKING TAPE APPROXIMATELY 1 FT ABOVE ALL PIPE a w Q
15. ROOFIROLL AREAS TO RECEIVE VE FILL WITH A FULLY LOADED DUMP TRUCK S DIRECTED AND FITTINGS IN ACCORDANCE WITH THE TAPE MANUFACTURER'S REQUIREMENTS. NTS ¢ z < _Li
w
U r
BY ENGINEER.REMOVE UNSUITABLE MATERIAL AND REPLACE WITH APPROVED EXTEND MARKING TAPE THE FULL LENGTH OF THE PIPE INCLUDING ALL APPURTENANCES.
STRUCTURAL FILL. 40. COMPACT PIPE BEDDING AND BACKFILL TO 95%MODIFIED PROCTOR DENSITY IF PIPE
16. NATIVE SANDY SILT AND/OR SILTY SAND EXCAVATED TO ACHIEVE SPECIFIED GRADES MAY COVER IS LESS THAN 3 FT. o
BE REUSED AS STRUCTURAL FILL AS APPROVED BY ENGINEER. 41. COAT PERMANENTLY EXPOSED PVC PIPE WITH WATER-BASED WHITE PAINT.DO NOT USE
17. DURING WET WEATHER GRADING AND CONSTRUCTION,COVER MOISTURE-SENSITIVE OIL-BASED PAINT. m
SUBGRADE SOILS WITH GEOTEXTILE AND A LAYER OF CRUSHED AGGREGATE ROCK,12 IN. 42. GALVANIZE STEEL PIPE DRAIN ASSY FOR FISH HOLDING PONDS AFTER FABRICATION. z Y z 0 o X X �
THICK MIN. INSTALL DRAIN SUCH THAT THE OPERATOR NUT FOR THE BV IS AT TOP DEAD CENTER. ¢ Y v X a X
18. IMPLEMENT THE SWPPP ON SHEET C 2001N ACCORDANCE WITH LOCAL,STATE,AND B If
CIVIL ABBREVIATIONS o o a a
FEDERAL REGULATIONS. MATERIALS
19. SUBMIT TO ENGINEER FOR APPROVAL REPRESENTATIVE SAMPLES OF IMPORTED �OO
NTS
MATERIAL PROPOSED FOR USE AS STRUCTURAL FILL. 43. MATERIALS SHALL MEET OR EXCEED THE FOLLOWING REQUIREMENTS. 0
44. GEOTEXTILE:MIRAFI 140N OR APPROVED EQUAL.
45. LINER:FIRESTONE FSP-105 REINFORCED POLYPROPYLENE GEOMEMBRANE,45 MIL THICK. W W O Q
46. DETECTABLE MARKING TAPE:TERRA TAPE D OR APPROVED EQUAL TO WSDOT STANDARD
SPECIFICATIONS 9-15.18. coZ
47. GRAVITY PIPE: PVC PIPE TO ASTM D3034 FOR 4-IN THROUGH 15-IN CIA AND ASTM F679 FOR LEGEND Q W
18-IN THROUGH 36-IN DIA. _ _W oo I1
48. PRESSURE PIPE:CIOD PVC TO AWWA C-900 FOR 4-IN THROUGH 12-IN DIA AND AWWA C-905 DESCRIPTION EXISTING PROPOSED �•J
FOR 14-IN THROUGH 48-IN DIA. WATER METER ■ WM � --I Q 00 W
49. STEEL PIPE:ASTM A53. _ 0 J
50. GRAVITY PIPE FITTINGS:FROM SAME MANUFACTURER AS PIPE. THRUST BLOCK }. � Q
51. PRESSURE PIPE FITTINGS:FE CI TO WSDOT STANDARD SPECIFICATIONS SECTION 9-30.2(1). z
52. PIPE GASKETS:ASTM F477. BUTTERFLY VALVE -I f)- L1J Z
53. PIPE ZONE BEDDING:WSDOT STANDARD SPECIFICATIONS SECTION 9-03.12(3).
54. PIPE ZONE BACKFILL:WSDOT STANDARD SPECIFICATION SECTION 9-03.19 EXCEPT THAT CHECK VALVE -���- Z Q
100%OF MATERIAL SHALL PASS THE 1'/z-IN SCREEN. REDUCER/EXPANSION ti rr�^^
56. MANHOLES ASTM C47855. TRENCH BACKFILL: DA0 D STANDARD SPECIFICATIONS WSD T STANDARD SPECIFICATIONS IONNS 9-05.50(2). 90 ELBOW(TURN UP) 0-- Q <v J O W
57. MANHOLE GASKET:ASTM C443. 90 ELBOW(TURN DOWN) = U m F--
58. QUARRY SPALLS:WSDOT STANDARD SPECIFICATIONS SECTION 9-13.1(5). C ,J O
59. GATE VALVE:WSDOT STANDARD SPECIFICATIONS SECTION 9-30.3(1). CLEANOUT NCO z LLWW Z_
60. BUTTERFLY VALVE:WSDOT STANDARD SPECIFICATIONS SECTION 9-30.3(3).
61. CHECK VALVE:DEZURIK APCO SERIES 100 TRANSFORMER(PAD MOUNTED) U O= J
62. FLANGE ADAPTOR:EBA IRON SERIES 19MJ00 MECHANICAL JOINT RESTRAINT FOR C909 O J Q z U�
PVC PIPE CONSTRUCTION NOTE XX
63. WATER METER:GLOBAL WATER WMX101 ELECTROMAGNETIC FLOW METER Lu= a- N r ,
CALL 0 00 V
F 2 BUSINESS DAYS N
BEFORE YOU DIG
A CIVIL NOTES C CIVIL LEGEND 1-800-424-5555 c=000
C_000 NTS f+_000 NTS 21,It)S the IQW" SHEET NO.
1, XOFXX
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EL.63' ® AR '9 6 m
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OUTFALL f ` /� / N
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w WATER SU PL UNNAMED CREEK o
0 I OUTFALL ♦ _ E SIT WATER
cn e `G 3 PPLY PIPELINE I
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EXIST.WELL#1 CL = o � �
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CONSTRUCTION NOTES: _ Z 3: V
`.J Z
1. INSTALL SUBMERSIBLE PUMP WITH PITLESS 2. CONSTRUCT WELL AND INSTALL SUBMERSIBLE PUMP,PUMP OPERATING POINT:1APTOR IN EXIST.WELL.PUMP 00IG M @ 50 FT.NG POINT: 00 GPM @ 50 FT. < v!O 0
3. CONSTRUCT 12 FT WIDE GRAVEL ACCESS ROAD.FINISHED GRADE TO BE SAME AS EXISTING GROUND.INSTALL 40 20 0 40 80 = U Q
GEOTEXTILE BETWEEN GRAVEL AND EXISTING GROUND. I I I I ILL
4. INSTALL SUBMERSIBLE PUMP IN EXISTING DE-CHLORINATION CHAMBER.PUMP OPERATING POINT:1000 GPM @ 57 FT. Z �/W r n
5. INSTALL 10 IN DIA.FLOW METER IN PRECAST VAULT,COVER SHALL BE REMOVABLE GALVANIZED STEEL VAULT AND V
COVER TO BE DESIGNED TO H2O LOADING. SCALE IN FEET U O 2
J Q Z to
W n
CALL (= 0000
2 BUSINESS DAYS N
A GRADING PLAN
BEFORE YOU DIG
C_�oo SEE BAR SCALE
1-800-424-5555 CA 00
"it's the law" SHEET NO.
XOFXX
SWPPP
1. PROVIDE OWNER WITH THE NAME AND CONTACT INFORMATION FOR THE CERTIFIED
EROSION AND SEDIMENT CONTROL LEAD AT LEAST 15 DAYS PRIOR TO START OF
CONSTRUCTION.
2. IMPLEMENT THESE ESC PLANS UNTIL ALL CONSTRUCTION IS COMPLETED AND THE
VEGETATION IS ESTABLISHED.
3. THE FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR
ANTICIPATED SITE CONDITIONS.DURING THE CONSTRUCTION PERIOD,UPGRADE THESE N.-
FACILITIES AS NEEDED FOR UNEXPECTED STORM EVENTS AND TO ENSURE THAT
SEDIMENT AND SEDIMENT-LADEN WATER DO NOT LEAVE THE SITE.
4. INSPECT THE ESC FACILITIES DAILY AND MAINTAIN AS NECESSARY TO ENSURE THEIR �o
CONTINUED FUNCTIONING.
�.__-.. 5• M OF ONCE A INSPECT AND MAINTAIN THE ESC FACILITIES ON INACTIVE SITES A MINIMUM
MONTH OR WITHIN THE 48 HOURS FOLLOWING A MAJOR STORM EVENT Fo
1 6. CONSTRUCT THE FACILITIES SHOWN ON THIS PLAN IN CONJUNCTION WITH ALL
CLEARING AND GRADING ACTIVITIES,AND IN SUCH A MANNER AS TO INSURE THAT
SEDIMENT AND SEDIMENT LADEN WATER DO NOT ENTER THE DRAINAGE SYSTEM,
4` SILT FENCE(TY . ROADWAYS,OR VIOLATE APPLICABLE WATER STANDARDS.
_ — —-:_•. — - — — 7 RESTRICT CLEARING AND GRUBBING TO THE MINIMUM AREA REQUIRED FOR
CONSTRUCTION.CLEARLY FLAG THE APPROVED CLEARING LIMITS PRIOR TO
so CONSTRUCTION AND MAINTAIN FLAGGING FOR DURATION OF CONSTRUCTION. DO NOT L
® / DISTURB AREAS BEYOND FLAGGED CLEARING LIMITS. m
> 8. PRESERVE NATURAL VEGETATION IN ACCORDANCE WITH SWMMWW BMP C101.
o SCHEDULE ACTIVITIES TO MINIMIZE THE TIME FROM WHEN CLEARING AND GRUBBING o
OCCURS AND WHEN CONSTRUCTION IN THAT AREA COMMENCES. o W
jR. 9. RETAIN THE DUFF LAYER,TOPSOIL,AND VEGETATION IN A NATURAL STATE TO THE N 1--
o
e MAXIMUM EXTENT POSSIBLE. STOCKPILE REMOVED DUFF AND TOPSOIL,AND COVER TO C? a
PREVENT EROSION.COVER DISTURBED AREAS ON WHICH FILL OR STRUCTURES WILL oo
NOT BE CONSTRUCTED WITH DUFF AND/OR TOPSOIL IMMEDIATELY AFTER DISTURBANCE
= ACTIVATES IN THOSE AREAS ARE COMPLETED. COVER OUTSIDE SLOPES OF BERMS
/ \ AND CUT SLOPES WITH A MINIMUM 4-INCH THICK LAYER OF TOPSOIL PRIOR TO SEEDING.
— 10. WITH THE EXCEPTION OF THE ACCESS ROAD AND PIPELINE TO WELL#3,CONSTRUCTION
ACTIVITIES ARE NOT PERMITTED WITHIN THE 100-YEAR FLOODPLAIN OR THE 200-FOOT
_ SHORELINE BUFFER AS SOWN ON THE DRAWINGS CONSTRUCT AND MAINTAIN DURING
CONSTRUCTION A HIGH VISIBILITY FENCE IN ACCORDANCE WITH SWMMWW BMP C103
TO CLEARLY DELINEATE THESE BOUNDARIES.
11. INSTALL A STABILIZED CONSTRUCTION ENTRANCE THAT MEETS THE REQUIREMENTS OF
SWMMWW BMP C105 AT THE BEGINNING OF CONSTRUCTION AND MAINTAIN FOR THE 0
\ DURATION OF THE PROJECT. ADDITIONAL MEASURES MAY BE REQUIRED TO INSURE
THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. d
12. WITH THE EXCEPTION OF STRUCTURES,AND PERMANENT ACCESS ROADS AND PARKING
a AREAS,SEED DISTURBED AREAS AND AREAS OF FILL IMMEDIATELY AFTER
to
DISTURBANCE ACTIVITIES HAVE ENDED ACCORDANCE WITH SWMMWW BMP C120. w
[ - IRRIGATE SEEDED AREAS UNTIL AT 75 PERCENT GRASS COVER IS ESTABLISHED. IF Q
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13. HANDLE CONCRETE IN ACCORDANCE WITH SWMMWW BMP C151,AND PERFORM Z)
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ela / 14. DO NOT STORE MATERIALS WITHIN THE 100-FOOT DOMESTIC WELL EXCLUSION ZONE o
SHOWN ON THE DRAWINGS. STORE MATERIALS ON SITE IN ACCORDANCE WITH
SWMMWW BMP C153.
\ 15. CONSTRUCT A SILT FENCE WHERE SHOWN ON DRAWINGS IN ACCORDANCE WITH o W
s \ SWMMWW BMP C233.
SILT FENCE(TY[P.) 16. COVER INLET ADJACENT TO INCUBATION BUILDING TO PREVENT INFLOW DURING
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FINAL GRADE FINAL GRADE
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