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VAULT SCHEDULE VAULT SCHEDULE <br /> INTERIOR DIMMENSIONS MIN. QTY. OF 4' KNOCKOUTS EASTING NORTHING INTERIOR DIMMENSIONS MIN. QTY. OF 4' KNOCKOUTS EASTTNG NORTHING <br /> ID LENGTH WIDTH DEPTH KIP RATING NORTH EAST SOUTH WEST X Y ID LENGTH WIDTH DEPTH KIP RATING NORTH EAST SOUTH WEST X Y <br /> VE1C 50" 50' 42' 8 8 8 8 1301873.80 362340.60 VW1C 50" 50' 42" 8 8 8 8 1301311.52 362320.58 <br /> VE1P 76" 76" 42" 16 16 16 16 1301883.97 362330.99 VW1P 76' 76' 42' 16 16 16 16 1301300.92 362310.69 <br /> VE2C 42" 42" 42' 8 8 8 8 1301877.86 362443.27 VW2C 42' 42' 42" 8 8 8 8 1301315.45 362448.27 <br /> VE2P 42" 42' 42" 8 8 8 8 1301885.81 362449.00 VW2P 76" 76" 42" 16 16 16 16 1301305.94 362455.60 <br /> VE3C 42' 42' 42" 8 8 8 8 1301888.26 362743.09 VW3C 42" 42' 42 8 8 8 8 1301323.42 362678.13 <br /> VE3P 1 44' 42' 42' 8 8 8 8 1301896.21 362748.82 VW3P 1 42' 42" 42' 8 8 8 8 1301315.88 362684.40 <br /> VE4C 42' 42" 42' 8 8 8 8 1301898.66 363042.91 VW4C 42' 42" 42' 8 8 8 8 1301326.17 362757.58 <br /> VE4P 42' 42" 42" 8 8 8 8 1301906.61 363048.64 VW4P 42" 42" 42" 8 8 8 8 1301318.63 362763.85 <br /> VE5C 42' 42' 42" 8 8 8 8 1302097.12 363132.34 VW5C 42" 42' 42' 8 8 8 8 1301306.46 362189.18 <br /> VE5P 42' 42" 42' 8 8 8 8 1302090.86 363124.80 VW5P 42' 42" 42' 8 8 8 8 1301298.92 362195.44 <br /> VE6C 42' 42" 42' 8 8 8 8 1302131.35 363131.15 VW6C 42' 42' 42' 8 8 8 8 1301295.08 361861.12 <br /> VEEP 42" 42' 42' 8 8 8 8 1302125.09 363123.61 VW6P 42' 42" 42' 8 8 8 8 1301287.55 361867.39 <br /> VE7C 42" 42" 42' 8 8 8 8 1301867.46 362143.45 VW7C 42' 42' 42' 8 8 8 8 1301291.05 361744.69 <br /> VE7P 42" 42' 42" 8 8 8 8 1301875.42 362149.18 VW7P 1 42" 42' 42' 8 8 8 8 1301283.51 361750.96 <br /> VE8C 42' 42' 42' 8 8 8 8 1301863.33 362024.28 VWBC 42" 42' 42' 8 8 8 8 1301148.30 362338.75 <br /> VE8P 42' 42' 42' 8 8 8 8 1301871.28 362030.00 VW8P 42' 42' 42' 8 8 8 8 1301142.51 362344.95 <br /> VE9C 42 42' 42" 8 8 8 8 1302115.57 363159.22 VW9C 42" 42" 42' 8 8 8 8 1301152.29 362453.93 <br /> VE9P 42' 42' 42' 8 8 8 8 1302107.18 363162.51 VW9P 42" 42" 42' 1 1 8 8 8 8 1301146.51 362460.38 <br /> VM1C 50" 50" 42' 8 8 8 8 1301640.57 362309.17 Conc PUD Pull Vault 1301930.64 363034.80 <br /> VM1P 76" 76' 42" 16 16 16 16 1301629.47 362299.3 Conc PUD Pull Splicing Vault 1301936.24 363051.87 <br /> VM2C 50' 50" 42" 8 8 8 8 1301611.84 362310.16 Conc PUD Pull Splicing Vault 1301497.15 361419.60 <br /> VM2P 104' 56' 42' 8 8 8 8 1301604.80 362301.90 <br /> VN1C 42" 42' 42" 8 8 8 8 1301649.88 362599.27 <br /> VN1P 42' 42' 42" 8 8 8 8 1301642.09 362605.54 <br /> VN2C 42" 42" 42' 8 8 8 8 1301660.28 362899.09 <br /> VN2P 42" 42' 42" 8 8 8 8 1301652.49 362905.36 <br /> VN3C 42' 42" 42" 8 8 8 8 1301665.37 363046.00 <br /> VN3P 42" 42' 42" 8 8 8 8 1301657.58 363052.27 <br /> VN4C 42' 42' 42' 8 8 8 8 1301668.94 363148.94 <br /> VN4P 42' 42" 42" 8 8 8 8 1301661.15 363155.21 <br /> VN5C 42" 42" 42" 8 8 8 8 1301670.93 363206.4 <br /> VN5P 42' 42" 42" 8 8 8 8 1301663.18 363213.68 GENERAL NOTES <br /> VS1C 42' 42' 42" 8 8 8 8 1301596.08 362057.81 <br /> VS1P 42" 42' 42' 8 8 8 8 1301590.36 362066.01 1. PROVIDE VAULT RISER/EXTENSION RINGS FOR ALL VAULTS <br /> WHERE NEIGHBORING DUCT BANKS ARE WITHIN 4'-0' OF <br /> VS2C 42' 42' 42' 8 8 8 8 1301560.37 362001.76 <br /> VAULT, SEE SECTION 'F' ON SHEET E5.4 FOR FURTHER <br /> VS2P 42' 42" 42' 8 8 8 8 1301552.58 362008.04 INFORMATION. <br /> 1 VS3C 42' 42' 42' 8 8 8 8 1301544.91 361671.35 <br /> VS3P 42' 42" 42" 8 8 8 8 1301541.12 361677.48 2. SEE SHEET FOR PRECAST VAULT BEDDING DETAILS <br /> AND SUBGRADE DE P PREPARATION. ALL PRECAST VAULTS <br /> VS4C 42' 42' 42' 8 8 8 8 1301543.38 361627.38 SUBJECTED TO TERMINAL LOADS SHALL BE CONTRACTOR <br /> VS4P 42' 42" 42' 8 8 8 8 1301539.59 361633.51 DESIGNED TO MEET THE UNDERGROUND UTILITY STRUCTURE <br /> V65C 42' 42' 42' 8 8 8 8 1301541.51 361573.41 LOADING CRITERIA SHOWN ON SHEET G1.3. SEE <br /> VSSP 42" 42' 42" 8 8 8 8 1301537.72 361579.54 S ECIFlCATIONS FOR FURTHER DETAILS. <br /> TVS6C 42" 42' 42' B 8 8 8 1301530.62 361461.47 3. LID CASTING AND FRAME SHALL MATCH KIP RATING OF 42' 42' 42' 8 8 8 8 1301526.83 361467.60 VAULT. COVER SHALL READ 'ELECTRIC' OR'COMMUNICATIONS' AS APPROPRIATE PROVIDE FlELD 36' 24" 28' 8 8 8 8 1301507.29 360896.69STAMPED LABEL ON IXPOSED METAL FRAME AND LID, LABEL 36" 24' 28' 8 8 8 8 1301505.50 360901.54 SHALL MATCH VAULT ID ON ELECTRICAL PLANS. LIDS <br /> WEIGHING MORE THAN 50 POUNDS SHALL BE EQUIPPED <br /> WITH EITHER STAINLESS STEEL MECHANICAL SPRING LIFT <br /> ASSIST STRUTS OR LIFTING RINGS TO ALLOW LIFTING BY A <br /> FORKLIFT, WHEN NOT IN USE THE RINGS SHALL RECESS. <br /> PROVIDE SECURITY BOLT ON ALL LIDS. LID OPENING SHALL <br /> HAVE A OPENING OF 30" DIAMETER MINIMUM. <br /> KEYED NOTES <br /> Q1 PROVIDE VAULT RISER/EXTENSION RING FOR EITHER POWER <br /> OR COMM VAULT, PER GENERAL NOTE 1. <br /> E <br /> v <br /> N <br /> O <br /> o W <br /> IF SHEET IS LESS THAN 22x34 ~ <br /> REDUCE SCALE ACCORDINGLY y <br /> G <br /> PROJECT ENGINEER: SCALE <br /> OD PORT OF EVERETT DWG. N0. <br /> g s D. SIATERLIS NONE E6N.6 <br /> Porto <br /> 1 ELC N �` ' �N ES SIATERLIS DATE. 2021 NORTON TERMINAL DEVELOPMENT CIP N0. <br /> ASSOCIATES,INC. 1-8-900-05 O <br /> EVU& SEAS SN+wmi43uM1e]300 ENGINEERS-CONSULTANTS DR""'"�� S. BAKED�� & MICA 3RD INTERIM ACTION LL <br /> o s..mew.a Z"M �/9/2021 DNS ADOETIDUY C. SMITH S. BARTKOSKE <br /> oI P.O. BOX 538 n.,= Encw,) asap (206)243-5022 ww+r.elwn.cam /21/202 D� ��� �°� APPROVED�: VAULT SCHEDULE PROJECT Z <br /> No. MT-NT-2021-02.2 <br /> 117 PRdER NO.1400]]9 16300 CHRISTENSEN ROAD,STE 330 /07/202 D: FOR CITY fly lOP� O <br /> EVERETT, WA 98206 SEATTLE,WA 98188 SHEET N0. OF 15Q V <br /> / (425) 259-3164 NO. DATE BY REVISION NO. DATE BY REVISION f�/I$/�I 131 <br />