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8625 3RD AVE SE 2025-03-24
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8625 3RD AVE SE 2025-03-24
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Last modified
3/18/2025 2:11:10 PM
Creation date
2/10/2025 9:48:15 AM
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Address Document
Street Name
3RD AVE SE
Street Number
8625
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42"CLEAR OPENING MANHOLE LID, I m <br /> RESTORE DITOPSOIL AND H-30 RATED,USE GRADE RINGS TO RESTORE PAVEMENT PER USE <br /> CLEAR OPENING MANHOLE LID,FH-30INAL <br /> RATED, <br /> HVDROSEEDI SE PER SPEC ADJUST TO FINAL GRADE COE DTL 326,SHT D.04 USE GRADE RINGS TO ADJUST TO FINAL GRADE <br /> SECTION 8-02 <br /> w <br /> o + + + o <br /> %�+� <br /> 'YJ <br /> 72"ECCENTRIC FLAT TOP <br /> / j 1-4"GATE VALVE,FL W/HAND WHEEL 29. <br /> 30"x24"OR 36"x24"DI TEE,FL 5' <br /> \ OLD CASTLE PRECAST VAULT 1-4"BLIND FLANGE <br /> W/24"DI BLIND FLANGE / RISERS,OR APPROVED EQUAL .\ 72"SADDLE MANHOLE <br /> \ P / � <br /> / \ z <br /> \ / 30"x 4"OR 36"x 4"ROMAC STS 420 q 42"DIA SADDLE OPENING, g <br /> N <br /> 91, 30"OR 36"DI PIPE TAPPING SLEEVE,OR APPROVED EQUAL FILL ANNULAR SPACE W/ w <br /> E \� - NONSHRINK GROUT of <br /> i \ MIN MIN \ <br /> m <br /> E <br /> Y o <br /> ELASTOMERIC SEAL ELEMENT <br /> BOLT <br /> o — — — — PRESSURE PLATE <br /> z <br /> z V VAULT PENETRATION PER LINK EXTERIOR INTERIOR L _ <br /> _o9 SEAL DETAIL,DTL 3 THIS SHT. <br /> 30"OR36"DIPIPE - I <br /> \ OLD CASTLE 776 LA-5 UTILITY VAULT - a \ g <br /> (6'-4'x 6'-4'INTERIOR DIMENSIONS) �A �� Q �0�� ��� �� CORE DRILL OR PREFORMED n a <br /> �OQ O O O W/CUSTOM PENETRATIONS,OR \ 0 0 \ PENETRATION,SIZE AS REQ'D fy c;. <br /> APPROVED EQUAL /� Q0� �� �� \ FOR CARRIER PIPE& m 1 <br /> v 'o A///\///\//\//\//�\//�\//�//�\//�\//�\ •A//�\� V/ /,/�/jA%/?���/ � �A/ /�/� /%� FILL ANNULAR SPACE W/RUBBER LINK-SEAL a <br /> t 30"OR 36"PIPE SUPPORT,STAINLESS STEEL SEALANT OR NON-SHRINK GROUT <br /> ASC FIG 264 W/63 TYPE T STANCHION,OR 12"MIN COMPACTED DEPTH CSTC 1.5'MIN CLASS 3000 CONCRETE TO 12"MIN COMPACTED DEPTH CSTC FOR WATERTIGHT JT 9 Y <br /> y APPROVED EQUAL.2 SUPPORTS PER VAULT. SECTION A PER WSDOT 9-03.9(3),COMPACTED SUPPORT PIPE AND SEAL SADDLE MH PER WSDOT 9-03.9(3),COMPACTED <br /> ° CONC WALL <br /> a TO 95%MAX DRY DENSITY TO 95%MAX DRY DENSITY <br /> STAINLESS STEEL ANCHOR STANCHION W/MIN: Q <br /> o 4-j"ANCHOR BOLTS,STANCHION PLATE SECTION B Q a <br /> o c HOLES MIN 1.5"FROM EDGE OF PLATE Q <br /> v r <br /> `o <br /> m 30"OR 36"REBA,EBAA Gar p <br /> 30"x 4"OR 36"x 4" <br /> MEGAFLANGE 2100 SERIES, TAPPING SLEEVE s LINK SEAL DETAIL Q 3 <br /> OR APPROVED EQUAL a <br /> a — SCALE:NTS a <br /> U E 30"OR 36"DI PIPE — <br /> d <br /> � m \ <br /> of — — — <br /> ) T <br /> F Y E <br /> i <br /> N TI <br /> 3 _ B _ 421 4 <br /> . z <br /> o A sl0 E� <br /> 3 Kimley- tes,Inc. <br /> 72"DIA MANHOLE WITH <br /> ECCENTRIC FLAT TOP c F U <br /> W cq N 0 <br /> WO <br /> o m ON FN Z O1 m <br /> a g NOTE: ° w <br /> m <br /> o 1. 36"PIPING AND FITTINGS SHOWN. PLAN 1. 36"PIPING AND FITTINGS SHOWN. PLAN Y O N ¢ c o <br /> z i <br /> w u <br /> U v <br /> N v 2 4"LAUNCH PORT DETAIL 0 06 U <br /> Y o 1 ACCESS VAULT _ SCALE:NTS — z <br /> E a — SCALE:NTS LU w <br /> n `o <br /> °a Q Lu Q <br /> sv � U 'o3 � <br /> v � Q w <br /> Q w a H <br /> So o w <br /> � E <br /> wo W <br /> 3 O J 0 (n <br /> > J Q <br /> o <br /> > <br /> zo <br /> w v <br /> 5v <br /> wv <br /> > v <br /> > w Q <br /> za H <br /> R ° LLI <br /> =6 <br /> "z 0 <br /> z" <br /> �'6 <br /> s� <br /> 3_0Lu <br /> .: SN <br /> y 3Q G' <br /> LO <br /> Q <br /> 2 o2 <br /> x 0x <br /> �2 <br /> v} <br /> Q �W <br /> m of SHEET NUMBER <br /> o Y <br /> a 20 D.03 <br />
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