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SEC. 29, T. 29 N, R. 5 E, W.M. <br /> SEC. 32, T. 29 N, R. 5 E, W.M. <br /> 2 <br /> 77"-92'TRENCH WALLS <br /> FINAL GRADE <br /> ��i��i��i IIIIIIIIIIII=III=III=IIIIIIIII=III=III=III=IIIIIIIII=III=III=III=IIIIII=III=1 I I �i�� EXISTING NEAR SURFACE FILL <br /> EXISTING NEAR SURFACE FILL MATERIALS �/� =1 1 —I I —I 11=1 11=1 11=1 11=1 I —1 I —1 11=1 11=1 11=1 11=1 I —1 I —1 11=1 11=1 11=1 I —1 I —1 I =1 11=��XA MATERIALS SHALL BE REMOVED AND <br /> SHALL BE REMOVED AND REPLACED AS ���� III—III—III—III—III—III—III—III—III—III- - - - - - - - - -I —I —I v REPLACED AS APPROVED BY THE <br /> APPROVED BY THE GEOTECHNICAL =111=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III= �i, GEOTECHNICAL ENGINEER. FINAL <br /> ENGINEER. FINAL DEVELOPED COVER TO III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—I �i` DEVELOPED COVER TO BE IDENTIFIED <br /> WATERTIGHT CONCRETE VAULT, WATERTIGHT ALUMINUM LID BE IDENTIFIED IN FUTURE PHASE OF WORK. = = = = = = = = = = = = = = = = = = = = = = IN FUTURE PHASE OF WORK. <br /> SEE ELECTRICAL PLANS FOR <br /> SIZE AND LOCATION III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—I <br /> _ GRADE _ _ _ 38" 11-1 1-1 1-1 1-1 1-1 1-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111 <br /> III III III III III III III III III III III III 54 III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—I <br /> =1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 11=1 11=111=1 1=1 1=1 1=1 1=1 1=1 1=1 1= <br /> I I III III III III III " I I III III III III III I I III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=1 IF I III=III=III=III=I I I <br /> -I I I—I I I—I I I—I I I—I I I—I 11 1 1-1 1-1 1-1 1-1 1-1 I 2 POWER <br /> 1 1 1 1 1 1 1 1 1 1 C r <br /> NON-SHRINK GROUT AROUND 1 1 1 1 1 1 1 1 1 1 1 1 COMMUNICATIONS 4"PRIMARY POWER,MEDIUM <br /> PENETRATIONS(TYP) 66" 12"MIN. z WARNING TAPE(TYP) VOLTAGE(MV)(STACKED) <br /> 4"SECONDARY POWER,LOW � <br /> 12"MIN. BACKFILL z VOLTAGE(LV)(STACKED) 2 3RD/FEEDER(FUTURE)/ <br /> BACKFILL <br /> z 1ST FEEDER <br /> CONDUITS —_ _ _ _ _ CONDUITS SAND OR PEA GRAVEL BACKFILL, <br /> E 6" 12" 12" <br /> 6" g�� AS REQUIRED AND APPROVED BY <br /> THE GEOTECHNICAL ENGINEER <br /> J <br /> 12"SAND 3" 3" <br /> ,..:...... I BEDDING <br /> 1-4 LV <br /> NATURAL GAS .' 2ND FEEDER <br /> 12"SAND SEE SITE SEE SITE <br /> E :.:.'"...".-.r,..;. _._,.....:.: .. SPARE..;...:.:•.: <br /> ..:... ... . :: .. BEDDING ,.:;.,.,c:...,._. PLANS :. .. PLANS <br /> g �36"BSB PLUG(TYP) " I, .. <br /> d 4 FRONTIER �.• <br /> 4 COMCAST(STACKED) <br /> DETAI WHERE TRENCHING INTO REFUSE, <br /> LINE TRENCH WITH 6 OZ.NON-WOVEN <br /> N ELECTRICAL POW R L 1 GEOTEXTILE FOR SEPARATION, <br /> SCALE: NONE 5&16 NOTES: OVEREXCAVATE 12 INCHES BELOW <br /> BASE OF PROPOSED PIPE BEDDING, <br /> N 1. UPON CONFLICT OF DEPTH,THE CONTRACTOR SHALL 4. ALL ABOVE GROUND LFG CONVEYANCE PIPING VENTS BACKFILL THE OVEREXCAVATION <br /> INSTALL THE ELECTRICAL CONDUITS BELOW THE AND LATERAL SHALL BE NO CLOSER THAN 10'TO WITH GRAVEL BORROW. 2 <br /> WORK AND PIPING OF OTHER TRADES. VAULT OR DUCT BANK. <br /> 0 <br /> 4 z 2. NOT USED 5. TRENCH SECTION SHOWN REPRESENTS ULTIMATE <br /> TRENCH SECTION WITH ALL UTILITIES.TRENCHING <br /> s z 3. ALL BELOW GRADE LFG COLLECTION,LATERALS, SECTION SHALL BE ADJUSTED S E ESSARY PER <br /> oHEADERS,AND VALVE CONTROL STATIONS SHALL BE _bIjUTILITIES LAYOUT ON SHEE EF1& F2 <br /> a PLACED NO CLOSER THAN 10 FEET FROM ELECTRICAL z <br /> i POWER TRENCH. <br /> DETAIL-TYPICAL WEST SIDE POWER <br /> TRENCH CROSS SECTION 0 2 <br /> 0 <br /> I SCALE: 1 1/2"=1'-0" 15&16 <br /> N 1 <br /> N <br /> } <br /> PROPERTY <br /> BOUNDARY <br /> VARIES PROPOSED FINISH GRADE MIN.1'ABOVE PIPE <br /> UTILITY <br /> --- LEAVING SITE <br /> SUBGRADE <br /> EXCAVATE TO BOUNDARY <br /> 5'BSB PLUG WITH VERTICAL EDGE <br /> E <br /> DETAIL-TRENCH PLUG AT �\ <br /> E <br /> PROPERTY BOUNDARY / 4 <br /> DE NECTION TO <br /> EXISTING PUD P UTH END SCALE: NONE 15 <br /> 3 <br /> N 6 <br /> 0 <br /> N <br /> o�M.W <br /> 11/13/19 ADDENDUM#1 —SEWER LINE ADDITION AND SITE LAYOUT REVISION RFH TMV! HERRERA ENVIRONMENTAL CONSULTANTS WAS C Drawing No. <br /> 2 1/20/19 ADDENDUM#2—MEDIUM VOLTAGE AND FRANCHISE DISTRIBUTION RFH TMW 2200 SIXTH AVENUE , ® Drawn By Dote SHELTER HOLDINGS, LLC <br /> SUITE 1100R. HULME 8 14 19 LF 1 <br /> Designed By <br /> o SEATTLE,WA 98121 1i EVERETT RIVERFRONT DEVELOPMENT <br /> N T.WRIGHT 8 14 19 <br /> PHONE:T:T 441-9080 Shelter P q 44408 p Sheet No. <br /> Checked By <br /> o CONTACT:TYSON WRIGHT °���OTSTAR���'�` M. SPILLANE 8/14/19 ADVANCED PERMIT <br /> o Know UII12t�8 below. GIST Approved By Project Number 21 <br /> a No. Date Revision By Appr. https://w .hermminc.a H E RRE RA H O L D i N G S Call before you dig ,9_Z,19 LANDFILL ELECTRICAL DETAILS 28 <br /> of Total <br />