600 54TH ST SW Utility Plans 2024-12-04

NW 1/4, SEC. 11 T.28 N", R.4 E", W.M. CITY OF EVERETT, WASHINGTON SEAHURST MANOR 23 `\ 23// AV PROPOSE ti CL 29043600306600 22 VOL. 25, Pc. 101 ' - - -0.� - / HE / 0.7' \ BLOCK j�' 4 8-55'17- E 211.86' }FW6LLI CHAIN LINK FENCE _ — — — � — 1-------- ------ ----- -f I 8'S3'15"E 197.83" \�\�. j ZHE� I �0 ijl PRbPOS16 ' ' / , / \\\\\\ \ \ \ OCK SP #36-95 I A.F.19608055003 PROPOSED N 5 WALL j'�/��—) I ' l PRO Os i _ Illl I I I I I \ / BLOCK PL °� WALL i } I - - - - - N SP #36-95 o III I I \ � 7 A.F.Jf9608055003 _ I//-,�� I � � I (� I � PEDESTRIAN /I 00436 000� 0 IIIII / 1. 1 %�O 28040 0010 0 TR,1%I� / It CL 00 CL CL \ \ \\5PEDESTRIAN EASEMENT \ \ \\ \\ ✓ 1 1 ---- pTV 1 e / 2 \`\ `\ \ \I \ `\ \ \ S. P.J�1202-53-97 I I \ \ _ _ PROPOSED a \ \ _ ` \ \ \ F.#98,2,45002 \, \ \\ ROCKERY (TYP.) \�, i i III I I it = I \I / 101 111 I f J \ \ \\ ' ' 'i \\\\\ IIII III I111 N 8/ 8R'38 30" E i I \ 1 I t i \ \ I IIII c� IIIII 1 II------------- I I I I 7EAP SiOCKPllE - AREA IIIIIIIIIIII I II IIII IIII IIII II IIIIIIII III / I I / 00436800003703 HOUSE PL-- T41111 / / ' / _ � T2 1�c I C VA II I 4.14'06 I I L=10.33 I I � =%--J III III IIII I - ---- �1 (T 991 I IIII, IIIIIIIIIII 7 0� R=139.!"4/ / �- 1 1 \ / / — �/ — / / / I I III III I IIII IIIII 1 1 / lI I l I l I l l I III IIII 1 1 1 1 1 1 1 1 I I / i l l l� I� �/ i /JGRAVEL 1 / �54r r�nrsrrr�nnnrnnn, Know whars below. Cali before you dig. 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 POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS AND THEN SHALL INCLUDE CALLING UTILITY LOCATE ® 1-800-424-5555 POTHOLING 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 WITH INSIGHT ENGINEERING COMPANY TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. 15' SEWER —� EASEMENT TO CITY OF EVERETT / RECORDED 1202009230693 ZZI --7 2, \ / I i I I I I I I I I LOT I I 1 1 \ 11 I Z 1 i i i THE 13 ELEMENTS OF SWPPP BMP ELEMENT J/1 - MARK CLEARING LIMITS: LIMIT OF CONSTRUCTION ARE CLEARLY MARKED. ELEMENT J/2 - ESTABLISH CONSTRUCTION ACCESS: A STABILIZED CONSTRUCTION ENTRANCE IS SHOWN. ELEMENT J/3 - CONTROL FLOW RATES: THE DETENTION VAULT WILL BE USED FOR SEDIMENT STORAGE DURING CONSTRUCTION. ELEMENT 14 - INSTALL SEDIMENT CONTROLS: SILT FENCE, INLET PROTECTION, MULCH, INTERCEPTOR SWALES AND SEDIMENT POND ARE PROPOSED. ELEMENT J/5 - STABILIZE SOILS: SOIL STABILIZATION IS ACHIEVED BY MULCHING, PLASTIC COVERING AND SEEDS. ELEMENT J/6 - PROTECT SLOPES: SLOPES ARE PROTECTED BY PLASTIC COVERING, MULCHING AND SEEDS. ELEMENT J/7- PROTECT DRAIN INLETS: INLET PROTECTIONS ARE PROPOSED FOR THE STORM DRAINS. ELEMENT18 - STABILIZE CHANNELS AND OUTLETS: OUTLET PROTECTIONS ARE PROPOSED. ELEMENT J/9 - CONTROL POLLUTANTS: ALL VEHICLES, EQUIPMENT AND PETROLEUM PRODUCT STORAGE/DISPERSING AREAS WILL BE INSPECTED REGULARLY TO DETECT ANY LEAKS OF SPILLS, AND TO IDENTIFY MAINTENANCE NEEDS AND PREVENT LEAKS OF SPILLS. ELEMENT J/10 - CONTROL DEWATERING: THERE WILL BE NO DEWATERING AS PART OF THIS CONSTRUCTION PROJECT. ELEMENT J/II- MAINTAIN BMP's: ALL TEST BMPs SHALL BE MAINTAINED AND REPAIRED AS NEEDED. ELEMENT J/12 - MANAGE THE PROJECT. - THIS COULD BE ACHIEVED BY MINIMIZING THE EXTENT AND DURATION OF THE AREA EXPOSED AND BY EMPHASIZING EROSION CONTROL THEN SEDIMENT CONTROL. ELEMENT J/13 - PROTECT ON -SITE STORMWATER MANAGEMENT BMP'S FOR RUNOFF FROM ROOFS AND OTHER HARD SURFACES: N/A n Tn1rnc. 1. CESCL CONTACT INFORMATION MUST BE SUBMITTED TO CITY INSPECTOR PRIOR TO ANY WORK. 2. CITY STREETS ARE TO BE KEPT CLEAN OF DIRT AND DEBRIS AT ALL TIMES DURING CONSTRUCTION. DUST SUPPRESSION AND STREET CLEANING MUST OCCUR AS DIRECTED BY PUBLIC WORKS INSPECTOR. 3. ALL EXPOSED GROUND MUST BE RESEEDED WITHIN 30 DAYS OF COMPLETION OF CONSTRUCTION. IF RESEEDING IS NOT PRATICAL DUE TO WEATHER OR SEASONAL PROBLEMS, THE GROUND MUST BE COVERED WITH MULCH AS DIRECTED BY THE CITY ENGINEER. 4. TEMPORARY EROSION CONTROL MEASURES FOR CONSTRUCTION ACTIVITY MUST BE OPERATIONAL PRIOR TO COMMENCEMENT OF ANY CLEARING OR EARTHWORK. 5. ALL ACCESS ROADS AND DRIVEWAYS SHALL HAVE A MAXIMUM GRADE OF 15% TO MEET TRAFFIC STANDARDS. SCALE: I" = 30' 30 60 0 30 60 CONSTRUCTIONSEQUENCE 1. PRIOR TO CONSTRUCTION ACTIVITIES, THE CONTRACTOR SHALL SCHEDULE AND ATTEND PRE -CONSTRUCTION CONFERENCE WITH THE CITY OF EVERETT INSPECTION UNIT AND EROSION CONTROL SPECIALIST. 2. FLAG CLEARING LIMITS AND INSTALL SILT FENCE AS SHOWN. 3. INSTALL ROCK CONSTRUCTION ENTRANCE. 4. CLEAR AND GRUB ROAD AREAS, AND STOCKPILE AREAS. CONSTRUCT DETENTION VAULT AND THE OUTFALL AND USE IT AS SEDIMENT POND INSTALL TEMPORARY EROSION CONTROL BMP's SUCH AS INTERCEPTOR TRENCHES, CHECK DAMS, ETC. AND DIRECT RUNOFF TO THE SEDIMENT POND. 5. GRADE AND STABILIZE ROAD WITH GRAVEL BASE COVER EXPOSED SOILS WITH MULCH, HOG FUEL OR HYDROSEED. 6. CONSTRUCT WATER AND STORM UTILITIES. INSTALL GAS, POWER, TELEPHONE AND CABLE UTILITIES, AS REQUIRED. 7. PLACE AND POUR CURBS AND GUTTERS. 8. PAVE ROADS WITH ATB AND PLACE DETENTION SYSTEM INTO FULL OPERATION. 9. HYDROSEED REMAINING EXPOSED SOILS AND STABILIZE PROJECT. 10. FLUSH STORM DRAINAGE SYSTEM AND REMOVED SEDIMENTATION IN ALL CATCH BASINS AND THE VAULT. 11. ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION IS ACHIEVED OR AFTER THE TEMPORARY BMP's ARE NO LONGER NEEDED. TRAPPED SEDIMENT SHALL BE REMOVED OR STABILIZED ON SITE. DISTURBED SOIL ARE45 RESULTING FROM REMOVAL SHALL BE PERMANENTLY STABILIZED.