10524 13TH AVE W Utility Plans 2024-12-02

WENTZ SP SECTION 23 , TOWNSHIP 28N , RANGE 4E , W. M . Z 0 IL U \ \ O A \s \ `\ APPLICATION RATES AND QUALITY STANDARDS FOR MULCH MATERIALS W CONS TRUC TION SEQUENCE ®® \ IE=538.54(18"CMP SW) MULCH MATERIALS QUALITY PRODUCTS APPLICA TION RA IES 1. PRIOR TO ANY CONSTRUCTION ACTIVITY, THE CONTRACTOR SHALL r SSMH / i \ SCHEDULE AND ATTEND A PRE-CONSTRUCTION CONFERENCE WITH THE STRAW AIR-DRIED; FREE FROM UNDESIRABLE 2--3" THICK RIM=547.52 e 1 i CITY OF EVERETT INSPECTOR. (CITY OF EVERETT PLANNING SHALL BE SEED AND COARSE MATERIAL 2-3 BALES PER 1000 SF / IE=s34sa a /;. M A Nn as INCLUDED IN THE MEETING.) OR 2-3 TONS PER ACRE a a a a a a UE=sal.00' / 2. INSTALL ORANGE PLASTIC CLEARING LIMIT FENCING AS INDICATED. e � - - WOOD FIBER CELLULOSE NO GROWTH INHIBITING FACTORS APPROX 25-30 LBS q PER 1000 SF, OR Y \\1\ I 3. INSTALL ALL SILT FENCE AND INLET PROTECTION. 1000-1500 LBS PER ACRE •' 4 RMi540.16 / p \ 1 4. CLEAR FOR AND CONSTRUCT THE TEMPORARY CONSTRUCTION ACCESS y �4•••• °:� \ IE=538.43(12"CONC NW) o II \ \ I STABILIZATION TO GRADE. Q, m / STOCKPILE `^ 111 COMPOST NO VISIBLE WATER OR DUST DURING 2` THICK, MIN; (APPROX. 100 IE=538.34(12"CONC SW1 / AREA PROTECT SOIL ( x I HANDLING MUST BE PURCHASED TONS PER ACRE APPROX 800 IE=s3b.24 1e"cMP NE' 5. CLEAR, GRUB, AND GRADE FOR UTILITY CORRIDORS. d USING PLASTIC COVERING IE=538.35(1 a"cMP sy �! I \ FROM SUPPLIER WITH SOLID WASTE LBS PER YARD) S••••••• BMP C123 / j. \ `" 6. MAINTAIN EXISTING PERIMETER VEGETATION AND ADD ADDITIONAL ROW HANDLING PERMIT a ix x b I OF SILT FENCING WHERE NECESSARY. (12"CONC S) ix z 1 IE=s3ass 7. CONSTRUCT UTILITIES, PAVING & DRIVEWAY CUTS PER APPROVED TOPSOIL STORAGE m°\ I 1 3 I DESIGN PLANS. APPLICATION: AREA PROTECT SOIL i USING PLASTIC COVERING x x \�� I MULCH MAY BE APPLIED. BMP C123 s� i I �� 8. APPLY MULCH TO UNCOVERED AREAS IN ACCORDANCE WITH THE ON DISTURBED SURFACES THAT WILL REMAIN UNWORKED FOR MORE THAN 7 DAYS MULCH DETAIL THIS SHEET. P P (2 DAYS IN THE WET SEASON). -P 10. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE ON DISTURBED AREAS THAT NEED COVER MEASURES FOR LESS THAN 30 DAYS. STABILIZED IN ACCORDANCE WITH THESE PLANS AND APPLICABLE BMP'S REMOVED. AS A COVER FOR SEED DURING THE WET SEASON AND DURING THE HOT SUMMER MONTHS I-0 DURING THE WET SEASON, ON DISTURBED SLOPES STEEPER THAN 3H:1V PROTECT FUTURE WITH MORE THAN 10 FEET OF VERTICAL RELIEF. w PERF. STUBOUT �I LOCATION. MAINTENANCE BMP C703 STANDARD NOTES MULCH MUST BE INSPECTED REGULARLY AND MORE MULCH ADDED AS NEEDED TO LIMITS OF CLEARING` _ MAINTAIN THE SUGGESTED APPLICATION RATE ALL RIPS OR TEARS IN PLASTIC SHEETING \57. Approval of this erosion sedimentation control ESC Ian does not MARK W ORANGE SHALL BE REPAIRED. SHEETING SHALL BE CHECKED 70 ENSURE IT IS PROPERLY FLAGGING. BMP C103 � I constitute an approval of permanent road or drainage design (e.g. OVERLAPPED AND WEIGHTED /N PLACE, SHEET/NG SHALL BE RE LAPPED AND WEIGHTS �X CONST. ENT. sae and location of roads, pipes, restricfors, channels, retention REPLACED AS NEEDED. xl PER COE STD. DWG facilities, utilities). W x 201./BMP C105 2. The implementation of these ESC plans and the construction, maintenance, replacement, and upgrading of these ESC facilities is \ the responsibility of the applican t1con tractor until all construction is completed and approved and vegetation/landscaping is \ x ?65' � / I - established. Li o 1 1 PROTECT FUTURE W H 3. The boundaries of the clearing limits shown on this plan shall be Q v0) 75 PERF. STUBOUT � � clearly flagged in the field prior to construction. During the wLOCATION. CB INLET construction period, no disturbance beyond the flagged clearing O N BMP C103 H PROTECTION limits shall be permitted. The flagging shall be maintained by the Mj Mj PER COE STD. applicant/contractor for the duration of construction. PERMANENT COVER BMP(HYDROSEED/NG GENERAL Ir DWG 21O/BMP 4. The ESC facilities shown on this plan must be constructed in NOTES) w W CP�,O�I C220 (TYP.) conjunction with all clearing and grading activities, and in such a w r �P F manner as to ensure that sediment and sediment laden wafer do 1. CONSTRUCT/ON ACCEPTANCE WILL BE o> Vto 31 I N not enter the drainage system, roadways, or violate applicable SUBJECT TO A WELL ESTABL/SHED GROUND COVER N W wafer quality standards. THAT FULFILLS THE REQUIREMENT OF THE / 1 5. The ESC facilities shown on this plan are the minimum APPROVED CONSTRUCT/ON PLANS. x x requirements for anticipated site conditions. During the construction V o - CB TY1 period, these ESC facilities shall be upgraded as needed for 2. ALL DISTURBED AREAS SUCH AS DETENTION Q Z W RIM=541.19 FACILITIES, ROADWAY BACK-SLOPES, ETC. SHALL \ IE=538.72 18"CMP N unexpected storm events and to ensure that sediment and a ( ) sediment-laden water do not leave the site. BE SEEDED W/TH A PERENNIAL GROUND COVER (y x - \ IE=538.08(18"CMP S) GRASS TO MINIMIZE EROSION GRASS SEEDING WILL Z E The ESC facilities shall be inspected routine) and maintained b WOoL -X-J - 1 p y y BE DONE USING AN APPROVED HYDROSEEDER OR the applicant/contractor to ensure their continued functioning, AS OTHERWISE APPROVED BY THE CITY OF W � especially after storm events. EVERETT 5 W EX. POWER e 7. The ESC facilities on inactive sites shall be inspected and G Z_ POLE TO BE INSTALL a maBE SEEDED SHALL BE CULTIVATED TO THE intained a minimum of once a month or within the 48 hours 3. PREPARATION OF SURFACE ALL AREAS TO C7 - - - - followinga major storm event. Z RELOCATED/REMOVED SILT FENCE O PER COE STD � P 8. At no time shall more than one foot of sediment be allowed to SAT/SFACTION OF THE C/TY INSPECTOR. THIS MAY W DWG 214/BMP C233 accumulate within a trapped catch basin. All catch basins and BE ACCOMPLISHED BY DISC/NG, RAKING, t� I I conveyance lines shall be cleaned prior to paving. The cleaning HARROW/NG OR OTHER ACCEPTABLE MEANS. operation shall not flush sediment laden water into the downstream / L system. 4. IMMEDIATELY FOLLOWING FINISH GRADING, 9. Stabilized construction entrances shall be installed at the beginning PERMANENT VEGETA TION(CONS/ST/NG OF RAP/D, of construction and maintained for the duration of the project. PERSISTENT AND LEGUME) WILL BE APPPLIED C a Additional measures may be required to ensure that all paved areas (MINIMUM 80#PER ACRE). THIS/S TO INCLUDE THE 0 x are kept clean for the duration of the project. FOLLOW/NG, 209 ANNUAL, PERENNIAL OR HYBRID 07 Z d 10. The Contractor shall provide periodic street cleaning to remove RYE GRASS 409 CREEP/NG RED FESCUE, 409 L Z RI m I ) 3 EX. FIRE debris and sediment tracked off the site. WHITE CLOVER. HYDROSEED REQUIRED. y O RIM537.34540 9 °'.I� 11, Appropriate measures shall be taken to stop sediment from N J 0 IE=537.34(18"CMP N) ,N HYDRANT Q IE=537.44(18"CMP S) I o entering surface water bodies if the proposed BMPs fail. 5. FERT/L/ZER: SHALL BE APPLIED AT 400J/PER N w N 12. Bare and/or disturbed soils shall remain uncovered and/or ACRE OF 10-20-20(10 LB. PER 1,100 SQUARE F Z v No CB TY 1 unstabilized for no more than 2 days from October 1 through April FEET) OR EQUIVALENT. z F O W rNn p RIM=540.69 30, and for no more than 7 days from May 1 through September x U Z IE=538.69(12"CPP N,S) 30. w Q I11 a IE=538.98(6"PVC E) O ' K LL OK 0 p O N o U D_ T.E.S.C.LEGEND a„o. P„17-1004 os BRAW -X- SILT FENCE PER COE STD DET 214/BMP C233 5/30/18 CLEARING LIMITS PER BMPC103 CALL 48 HOURS a�E_ 1"=20' 20 �0 BEFORE YOU DIG .� CONSTRUCTION ENTRANCE PER COE STD DWG 201 BMP C105 / HORizoNrn�scnrE 811 „„