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<br />GARDEN ESTATES
<br />SECTION 12, TOWNSHIP 28N, RANGE 4E, W.M.
<br />LOT 17
<br />BEVERLY HOME SITES DIV. NO. 1
<br />VOL. 10, P. 74
<br />PWR 4°
<br />SSMH
<br />RIM=558.28
<br />IE 8" PVC S=559.02
<br />IE 8" PVC W,N=558.28
<br />8" PVC E=558.18
<br />MERIDIAN AVE
<br />LIMITS OF CLEARING sD
<br />a \ TYPE I CB, SOLID LID
<br />RIM=564.36
<br />MARK W ORANGE a c \ IE 12 CPEP E=557.06
<br />RIM=594.68 y / P'/ 5 95 1 AF \ `� g FLAGGING o Q v=i IE 12" CPEP W=557.16
<br />IE 12" CONC N=592.72 I Sg 3 ZgSg0 BMP C103 I � I >� IE 12" CONC W=558.80
<br />IE 12" CONC S=592.72 ;. g 6 g 4 2 3 4
<br />0 V T T
<br />W RIM= CTR STIR SSMH = I I o _ RIM=597. P.:....... '
<br />�� II GARAGE I >N00'00'35" HOUSE L_ „ I ow N89'03'18"E 209.73'
<br />IE 8" PVC N,W=586.12 4;.'. , . •',...... I
<br />IE 8" PVC S=586.02 -' �° I N89'00 59 173.88' 7J(BF L� 1.19'\ _' HWF N89 8"E 3i 8' - - N \ z o
<br />- SS SS . VBF \ /\ / \ / 4' \s
<br />... ..-. :\ ;:: \ /� •(i, YF W/ 1.5'I DIAM FOOTINGS I
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<br />IE 12"
<br />TYPE I CB \ as 592�
<br />RIM=596.07
<br />IE 12" CPEP N=592.96
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<br />HOUSE /, DETENTION VAL LT TIO
<br />T f cqR I l / 7 E USED AS SE IMENT ' INTERCEPTOR
<br />1cu qGE / POND URING
<br />OZ g1 R 18R / DITCH W/ ROCK
<br />S5 12 031050 M ,: y /r / 1 CONSTR CT1 CHECK DAy6 I
<br />95 / / / / ( \ / r r BMP C20� \ I I
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<br />$ C ST. ENT. I -
<br />I PE COE STD.
<br />DWG 201. i
<br />CB INLET BMP C105
<br />.::;.;... h / / / ,� / / / P TECTiON (TYP.)
<br />/'rry
<br />TBR� PER/ COIL STD.
<br />_DWG 210 • /
<br />E RIM=CTR STIR SSMH ¢ / / / / / / / / / / y / / / - \ •
<br />RIM=598.35':;.:.`::::.;
<br />IE 8" PVC N=585.24 ; , .. :... � � • J � � i • / / • / •
<br />IE 8" PVC E=585.14 �`.': ": ....,:. J / / ® NO PARKING
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<br />0.6' IN CASE 5..::::`:.:�;'.. �.�:::�,:...:...:.:.: ..:: W.: .:.
<br />W.:. • :.:... , 81T ST 11
<br />VISITED MAY 2016 :.• :.-.:...;W� : - SO RIM=570.98
<br />j/ f D SD SD SD SD SD CONC MONUMENT WITH 1.5° IE 6" PVC S=562.35
<br />IE 8" PVC W=562.35
<br />� ,S RIM-CTR STIRSSMH S RIM=CTR STIR SSMH
<br />DISK WITH 'X', DOWN SSMH N RIM= CTR STR SSMH TYPE I CB 0.3' IN CASE IE 8" PVC E=562.25
<br />RIM=597.17 RIM=596.25 RIM=576.76 RIM=571.66 RIM=570.37 TYPE I CB VISITED MAY 2016 TYPE I CB
<br />IE 12" CPEP E=592.82 IE 8" PVC NW=594.65 IE 8" PVC W=567.89 IE 8" PVC W=564.891E 12" CONC NE=567.47 RIM=570.00 RIM=570.52
<br />Q IE 8" PVC SW=594.65 IE 8" PVC E=567.79 IE 8" PVC E=564.79 IE 6" PVC S=567.69 IE 4" PVC N=567.20�TBR) IE 12" CPEP E=566.38
<br />IE 8" PVC E=594.55 IE 12" CONC W=566.43 / IE 12" CONIC E=566.. IE 6" PVC S-566.63
<br />� / / Q IE 12" CONC SW=56728 -
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<br />QQ�� / 1202,3505gg1 LOT 21
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<br />rya J PFN g3012 BEVERLY HOME SITES DIV, NO. 1
<br />ry�"ryti VOL. 10, P. 74
<br />19'
<br />SP 1252 421500
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<br />TYPE II SDMH VAULT
<br />RIM=568.52 =r
<br />IE 12" E=560.42 -i
<br />IE 36" CMP S=560.42
<br />TOP 12" CMP OVERFLOW=566.00
<br />30'
<br />ITTYPE II SDMH
<br />1 ^ RIM=568.64
<br />IE 12" CPEP S=563.39
<br />IE 12" CPEP NW=564.54
<br />IIIE 36" CMP N=560.45
<br />" IE 12" CPEP W/
<br />/ N TRAS INSTALL F
<br />ss.14 N
<br />SILT FENCE gVR��NGVC
<br />N DWG 2114 PER COE
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<br />RIM=570.65
<br />IE 8" PVC S W=560.96
<br />IE 8" PVC N=560.86
<br />' IE'12" CPEP=565.75
<br />30'
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<br />APPLICATION RATES AND
<br />QUALITY STANDARDS FOR MULCH MATERIALS
<br />T.E.S.C. LEGEND
<br />X SILT FENCE PER COE STD DET 214 PER BMP C233 PERMANENT COVER BMP HYDROSEEDING GENERAL
<br />MULCH MATERIALS
<br />DESCRIPTION
<br />APPLICATION RATES
<br />STRAW
<br />AIR-DRIED; FREE FROM UNDESIRABLE
<br />2"-3" THICK,
<br />SEED AND COARSE MA TERIAL
<br />5 BALES PER 1000 SF
<br />OR 2-3 TONS PER ACRE
<br />NOTES)
<br />CLEARING LIMITS PER BMPC103
<br />1. CONSTRUCTION ACCEPTANCE: WILL BE
<br />HYDROMULCH
<br />NO GROWTH INHIBITING FACTORS
<br />APPROX. 35-45 LBS
<br />SUBJECT TO A WELL ESTABLISHED GROUND COVER
<br />PER 1000 SF, OR
<br />CONSTRUCTION ENTRANCE PER BMP C105 THAT FULFILLS THE REQUIREMENT OF THE
<br />m
<br />1500-2000 LBS PER ACRE
<br />APPROVED CONSTRUCTION PLANS
<br />O CATCH BASIN (CB) INLET PROTECTION 2 ALL DISTURBED AREAS SUCH AS DETENTION
<br />COMPOST
<br />NO VISIBLE WATER OR DUST DURING
<br />2" THICK, "IN.; (APPROX. 100
<br />PER BMP C220 FACILITIES ROADWAY BACK -SLOPES ETC. SHALL
<br />HANDLING. MUST BE PURCHASED
<br />TONS PER ACRE APPROX. 750
<br />BE SEEDED WITH A PERENNIAL GROUND COVER
<br />FROM SUPPLIER WITH SOLID WASTE
<br />LBS PER YARD)
<br />- - INTERCEPTOR DITCH AND CHECK DAM PER BMP C200 & C207 GRASS TO MINIMIZE EROSION. GRASS SEEDING WILL
<br />BE DONE USING AN APPROVED HYDROSEEDER OR
<br />HANDLING PERMIT
<br />AS OTHERWISE APPROVED BY THE CITY OF
<br />EVERETT.
<br />APPLICATION: J. PREPARATION OF SURFACE.- ALL AREAS TO
<br />GRADATIONS FROM FINES TO 6
<br />CHIPPED SITE
<br />INCHES /N LENGTH
<br />2" THICK MIN
<br />BE SEEDED SHALL BE CULTIVATED TO THE
<br />VEGETATION
<br />MIX VARIOUS SIZES, AVERAGE SIZE
<br />MULCH MAY BE APPLIED:
<br />SATISFACTION OF THE C/TY INSPECTOR. THIS MAY
<br />IS BETWEEN 2-4 INCHES
<br />ON DISTURBED SURFACES THAT WILL REMAIN UNWORKED FOR MORE THAN 7 DAYS BE ACCOMPLISHED BY DISC/NG, RAKING,
<br />(2 DAYS IN THE WET SEASON). HARROWING OR OTHER ACCEPTABLE MEANS
<br />NO VISIBLE WATER OR DUST DURING
<br />WOOD BASED MULCH
<br />HANDLING. MUST BE PURCHASED
<br />2" THICK MIN
<br />ON DISTURBED AREAS THAT NEED COVER MEASURES FOR LESS THAN 30 DAYS 4. IMMEDIATELY FOLLOWING FINISH GRADING,
<br />FROM SUPPLIER WITH SOLID WASTE
<br />HANDLING PERMIT
<br />AS A COVER FOR SEED DURING THE WET SEASON AND DURING THE HOT SUMMER MONTHS. PERMANENT VEGETATION (CONSISTING OF RAPID,
<br />PERSISTENT AND LEGUME) WILL BE APPPLIED.
<br />DURING THE WET SEASON, ON DISTURBED SLOPES STEEPER THAN JHIV (MIN/MUM 30# PER ACRE). THIS /S TO INCLUDE THE
<br />WITH MORE THAN 10 FEET OF VERTICAL RELIEF. FOLLOWING- 20Z ANNUAL, PERENNIAL OR HYBRID
<br />WOOD STRAND MULCH
<br />BLEND NATIVE CONIFER OR DECIDUOUS
<br />2" THICK MIN
<br />RYE GRASS, 409 CREEPING RED FESCUE, 407
<br />WITH HIGH LENGTH TO WIDTH RATIO
<br />•
<br />MAINTENANCE.WHITE CLOVER. HYDROSEED REQUIRED.
<br />MULCH MUST BE INSPECTED REGULARLY AND MORE MULCH ADDED AS NEEDED TO 5. FERTILIZER: SHALL BE APPLIED AT 400# PER
<br />MAINTAIN THE SUGGESTED APPLICATION RATE. ALL RIPS OR TEARS /N PLASTIC SHEETING ACRE OF 10-20-20 (10 LB. PER 1,100 SQUARE
<br />SHALL BE REPAIRED. SHEETING SHALL BE CHECKED TO ENSURE IT IS PROPERLY FEET) OR EQUIVALENT.
<br />OVERLAPPED AND WEIGHTED IN PLACE, SHEETING SHALL BE RE -LAPPED AND WEIGHTS
<br />REPLACED AS NEEDED. IVUL CH PERMA NEN T SEEDING
<br />PER 2019 SNIUMWW
<br />BMP C121
<br />PER 2019 SWIMWW
<br />BMP C120
<br />J
<br />r3
<br />FOUND 3" PIPE FILLED WITH
<br />CONC WITH LEAD/TACK,
<br />DOWN 0.5' IN CASE
<br />VISITED MAY 2016
<br />GRADING QUANTITIES:
<br />CUT = 1,975 C.Y.
<br />FILL = 1,975 C.Y.
<br />GRADING QUANTITIES ESTIMATED
<br />BASED ON CURRENT SITE
<br />INFORMATION & ASSUMED
<br />EXCAVATIONS NECESSARY FOR
<br />PROPOSED IMPROVEMENTS.
<br />W
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<br />IIIII ao
<br />HORIZONTAL SCALE
<br />CONS TRUC TION SEQUENCE
<br />1. PRIOR TO ANY CONSTRUCTION ACTIVITY, THE CONTRACTOR SHALL
<br />SCHEDULE AND ATTEND A PRE -CONSTRUCTION CONFERENCE WITH THE
<br />CITY OF EVERETT INSPECTOR. (CITY OF EVERETT PLANNING SHALL BE
<br />INCLUDED IN THE MEETING.)
<br />2. INSTALL ORANGE PLASTIC CLEARING LIMIT FENCING AS INDICATED.
<br />3. INSTALL ALL SILT FENCE AND INLET PROTECTION.
<br />4. CLEAR FOR AND CONSTRUCT THE TEMPORARY CONSTRUCTION ACCESS
<br />STABILIZATION TO GRADE.
<br />5. CLEAR, GRUB, AND GRADE FOR UTILITY CORRIDORS.
<br />6. MAINTAIN EXISTING PERIMETER VEGETATION AND ADD ADDITIONAL ROW
<br />OF SILT FENCING WHERE NECESSARY.
<br />7. CONSTRUCT UTILITIES, PAVING & DRIVEWAY CUTS PER APPROVED
<br />DESIGN PLANS.
<br />8. APPLY MULCH TO UNCOVERED AREAS IN ACCORDANCE WITH THE
<br />MULCH DETAIL THIS SHEET.
<br />10. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE
<br />STABILIZED IN ACCORDANCE WITH THESE PLANS AND APPLICABLE BMP'l.
<br />REMOVED.
<br />J_
<br />EROSION CONTROL NOTES
<br />1. APPROVAL OF THIS EROSION/SEDIMENTATION CONTROL (ESC) PLAN
<br />DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR W
<br />DRAINAGE DESIGN (E.G. SIZE AND LOCATION OF ROADS, PIPES, 1
<br />RESTRICTORS, CHANNELS, RETENTION FACILITIES, UTILITIES). cn
<br />2. THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION<
<br />MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE ESC
<br />FACILITIES IS THE RESPONSIBILITY OF THE APPLICANT/CONTRACTOR
<br />UNTIL ALL CONSTRUCTION IS COMPLETED AND APPROVED AND
<br />VEGETATION/LANDSCAPING IS ESTABLISHED.
<br />3. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN
<br />SHALL BE CLEARLY FLAGGED IN THE FIELD PRIOR TO CONSTRUCTION.
<br />DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE
<br />FLAGGED CLEARING LIMITS SHALL BE PERMITTED. THE FLAGGING SHALL
<br />BE MAINTAINED BY THE APPLICANT/CONTRACTOR FOR THE DURATION
<br />OF CONSTRUCTION.
<br />4. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN
<br />CONJUNCTION WITH ALL CLEARING AND GRADING ACTIVITIES, AND IN
<br />SUCH A MANNER AS TO ENSURE THAT SEDIMENT AND SEDIMENT LADEN
<br />WATER DO NOT ENTER THE DRAINAGE SYSTEM, ROADWAYS, OR VIOLATE
<br />APPLICABLE WATER QUALITY STANDARDS.
<br />5. THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM
<br />REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE
<br />CONSTRUCTION PERIOD, THESE ESC FACILITIES SHALL BE UPGRADED AS
<br />NEEDED FOR UNEXPECTED STORM EVENTS AND TO ENSURE THAT
<br />SEDIMENT AND SEDIMENT -LADEN WATER DO NOT LEAVE THE SITE.
<br />6. THE ESC FACILITIES SHALL BE INSPECTED ROUTINELY AND MAINTAINED
<br />BY THE APPLICANT/CONTRACTOR TO ENSURE THEIR CONTINUED
<br />FUNCTIONING, ESPECIALLY AFTER STORM EVENTS.
<br />7. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND
<br />MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN THE 48 HOURS
<br />FOLLOWING A MAJOR STORM EVENT.
<br />8. AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED
<br />TO ACCUMULATE WITHIN A TRAPPED CATCH BASIN. ALL CATCH BASINS
<br />AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE
<br />CLEANING OPERATION SHALL NOT FLUSH SEDIMENT LADEN WATER INTO
<br />THE DOWNSTREAM SYSTEM.
<br />9. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE
<br />BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF
<br />THE PROJECT. ADDITIONAL MEASURES MAY BE REQUIRED TO ENSURE
<br />THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE
<br />PROJECT.
<br />10. THE CONTRACTOR SHALL PROVIDE PERIODIC STREET CLEANING TO
<br />REMOVE DEBRIS AND SEDIMENT TRACKED OFF THE SITE.
<br />11. APPROPRIATE MEASURES SHALL BE TAKEN TO STOP SEDIMENT FROM
<br />ENTERING SURFACE WATER BODIES IF THE PROPOSED BMPS FAIL.
<br />12. BARE AND/OR DISTURBED SOILS SHALL REMAIN UNCOVERED AND/OR
<br />UNSTABILIZED FOR NO MORE THAN 2 DAYS FROM OCTOBER 1 THROUGH
<br />APRIL 30, AND FOR NO MORE THAN 7 DAYS FROM MAY 1 THROUGH
<br />SEPTEMBER 30.
<br />CALL 48 HOURS
<br />BEFORE YOU DIG
<br />811
<br />00
<br />AS -BUILT NOTE:
<br />THE AS -BUILT INFORMATION SHOWN WAS
<br />PROVIDED BY HARMSEN LAND SURVEYORS.
<br />OMEGA ENGINEERING HAS PREPARED AND
<br />STAMPED THIS DRAWING BASED ON THAT
<br />INFORMATION.
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<br />DAZE:
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