2930 MAPLE ST 2 KAISER PERMANENTE 2025-01-27

NOTES oes ER _________ 1. ALL WORK SHALL CONFORM TO THE SNOHOMISH COUNTY PUBLIC UTILITY DISTRICT ,11/� PERMANENTE: �_O_ PSPN ° CC�I �� I I I STAIRS TO (SNOPUD)ELECTRICAL SERVICE REQUIREMENTS(ESR) MANUAL Project ------ -�__k_ o _ I I ASEMENT a KAISER EVERETT ASC a CONC I� I I -- _J____ �✓ 2. REFER TO SECTION 4 OF THE ESR FOR UNDERGROUND SERVICE REQUIREMENTS. N RET. ALL o--- _ -- - J-- AND CLINICS VERHEAD POWER AND CB 6300 -- L 1_ _ _ 3. MAINTAIN MINIMUM 6" VERTICAL CLEARANCE BETWEEN PROPOSED ELECTRICAL SP OMMUNIICAT10N LINES IN I a` C - - - - DUCT BANK AND THE EXISTING PSE LOW PRESSURE GAS LINE. 2330 MAPLE STREET — �� _P THE ALLEY TO REMAIN 6C�ONC (S) = 5#22 RIM �.2�' 0 60 ® J-BOX#01 TO EX WP#01 i�� yE ° �� °° °� EAL EVERETT,WA 98201 — — — —_ — — 4" -J-BOX#01 TO STUB FOR �� Oy o S N I I G ° 4 DUCT BIANKIANDMTHE"E STING STORMRDRAINAGE ENE.PROPOSED ELECTRICAL Prepared for FUTURE CONNECTION 12 SEWER �o P P ALLEY 0 STUB / — - _ — — — — ti� — — _ _ I E 5. PROTECT ALL EXISTING UTILITIES AND SURFACE FEATURES UNLESS NOTED KAISER FOUNDATION off—oH—oH oH—off—oH— o — — - — I —_ 12" SDo — — _ OTHERWISE. HEALTH PLAN, INC OH—OH— H—oH—OH—oH—oH 0H— so c G G -J-BOX#01 G— — — — _ — —_ — G S OAKLAND,CA OH-0H— off-0 —OH— � G—c— — — 6. CONTRACTOR TO PROTECT EXISTING 6" CONCRETE SANITARY SEWER. OH—OH—OH— H_oH_oH_oH_OH—OH off—oH — — — oH— H— H=gyp,' -n __ oEV0203 JUNCTION BOX -oH—off—oH--or----- — oU— _aMG--o o — o o c 7 FOR ADDITIONAL REQUIREMENTS FOR CONDUITS RUNNING 1 9 L off off o� of o+ rr—oH— —oH_— H—oH-__GQH—Q . SEE ESR SECTION 4.E.4 OH—oH EXISTING POLE EX WP 1 - ---------- - __ ___ — UNDER THE BUILDING. off—oH ( �) o i APPROX. LIMIT OF WORK ---_____ __ ___ __ TO REMAIN. H 4 off—oH OH 0HII—oH—off—OH—OH OH—OH—OH-0 —off—OH—OH OH—OH off OH—OH—O INSTALL(2)-4"RISERS PER OH—OH—OH— —oH—off—OH— —OH—off—OH— H OH—oH 0 —oH a o r.......... . ., _ _ _ II off—oH oH—off—oH—o PUD STANDARDS AND COE ':.::'.:.:�.;.:.:..).:.:._:is:. —OH SH( 'STD PLAN 822 ) L.. .':.: is ::;` - �_ SNOPUD DUCT BANK T W� TPN 00439069503100 2-4" CONDUITS r PROFILE -� CTIONS 30 LEGEND: 7' WOOD TRASiO �_ �„"��t. :., I � 0.14 ACRES STUB FOR FUTURE APPROXIMATE ON-SITE LIMIT OF WORK 14 FT SO W� 8„ THI C CONNECTION o , FL ��L ------------ o I,, J-BOX#Ol TO RP I N 0� ------- r .t - - ---- ---- a. P PROTECT EXISTING I � ' TRANSFORMER ROOM i ° ELECTRICAL DUCT BANK (NON-ENCASED) ------------ ___ 4 4 P N ---PWR. POLE W I 7BER OPTIC N TRANSFORMER o _ t ', - _________ I a ° ELECTRICAL DUCT BANK (ENCASED) LINES LEAVING CABIN TS 6' CLF W BARBED WIRE o I BUILDING OF II _-- i :OMMUNICATIONS CA WETS (E,W,S) I PROPOSED 12 / ASPHALT RESTORATION ! /D BANK ------------------ SAWCUT LINE Hellmuth,Obata&Kassabaum,Inc. PER COE STD PLAN 305 j' i ENCASEMENT VI 1218 Third Avenue,Suite 1315 RE UNLOCATABLE) , W ASPHALT RESTORATION PER COE STD PLAN Seattle,WA98101 USA 305 t+1 206 493 1771 f+1 206 493 1778 nMAP8 4,� rl _ I. .' nl a« t n a I oem r gnr".eeervea 8 ESCAPE 6 °OFO� I I i'' 72 ° ° V0230 JUNCTION BOX nAssocatenwneB Ye Pro l' '''.a _ C -777777777 R D m �I t. - --- Mortenson 3UILDING HEIGHT = 20.07' - J ? ---- f III RIM i,'-I 64 6 — 10230 NE Points Drive,Suite 300 12 r. _______ _ FF - 62.30 fl d W 5 Kirkland,WA 98033 r'LIIFi. POLL DEC �EC DI S 54.24' EXISTING BUILDING J 2 ConXtech,Inc 1 3 S N TRANSFORMS 2" ABBREVIATION: Stmc.1 Fabr.ter TPN 00593669501300 0� P a � ' ELV @ V TI CAL 6" DI PIPE IN 6701 Kell Center Parkway,Suite 150 52.41' 0.14 ACRES �V _I` > CTURE = 55.51' SHORT LIGHT ARM (SE) Pleasanton,CA94566 5998 FT SO o� `' I a APPROX. APPROXIMATE 0 o R-4.0'; TRANSFORMER ROOM. ----------------------------- ng -------- COE CITY RI AL SERVICE Q KPFF Consulting Engineers TAL X4" IRON POS 7 SEE ARCHITECTURE U I ESR ELECTRICAL SERVICE REQUIREMENTS Civil 1 Fifth Avenue, __ __ __ ELECTRICAL POC. I �o I � I n 1601 Fifth Avenue,Suite 1600 C - —G G SEE ELECTRICAL _ I FTB FLUIDIZED THERMAL BACKFILL Seattle,WA 98101 CONTINUATION - ------------------------------------------------- = I h� a SNOPUD SNOHOMISH PUBLIC UTILITY DISTRICT etti D—SD sD _ CB 6546 e MEP?FP Engineering FF @ GARAGE BAY DOOR = 62.35' o I II RIM = 59.20' EIDEC 20134th Avenue,Suite 200 (fl s I`� Seattle,WA 98121 14 CONC PA ERS cn' o � I IE 6" CONC (N) = 56.80' I DEC � City of Everett Permit Review -1 iAll RArr�n inilr�_ _nN �� PSP� IE 6" PVC (W) = 56.82' I �a eveaEtt Status:Permit Approved Key Plan 04/21/2020 11:56:28 AM 70 70 Public Works review for EXTEND OF pavement restoration only EX WP#01 TO I PROPOSED BUILDING REMAIN I TRANSFORMER 65 I EX GAS _ ROOM 65 To REMAIN EX CURB EX 12" STORM DRAIN (2)!MID 780785 EXISTING SANITARY SEWER EXISTING/FINISHED TO REMAIN VAULT RISER BEYOND TO BE PROTECTED GRADE 60 - l IE=5494'- (PUD) 60 _I CONTINUE BEYOND I - - Professional Seals --- _ A 55 --------- ---- ; 55-- - _ r - ---- ----- ---- --- -- ----- ----` ---- ---- - EXISTING Q4RgeresycgJ I --- ---- WOOD POLE I TO REMAIN J J-BOX#01 w 50 -- -- 50 STUB CONDUITS FOR SNOPUD e 2 82 (2)-4° w z EX FOOTING CONTINUATION UP POLE ��Ss IST L G � g N CONDUITS �_o ASPHALT RESTORATION FINISHED GRADE FIELD VERIFY x STUBBED FOR o w SEE PLAN No. Description / / Date SNOPUD NON-ENCASED B z DEPTH 03 17 2020 FUTURE SNOPUDD ENCASED =m oy 45 CONNECTION Du.GT.BANK ____. DUCT BANK -- ---_ 45 SITE PREP#1 ELEC SERVICES 2020/03/23 SEE ELECTRICAL FOR CONTINUATION 40 40 ELECTRICAL DUCT BANK PROFILE 4 SCALE: 1" = 5'H, 1' = 5'V -- ASPHALT RESTORATION ASPHALT RESTORATION SEE PLAN ALIGNMENT SAWCUT SEE PLAN ALIGNMENT SAWCUT x 7• 7" 7 7" o z MIN 4' RADIUS 90'BEND FIBERGLASS Z OR HOT-DIPPED GALVANIZED STEEL DETECTABLE MARKING DETECTABLE MARKING `o BENDS REQUIRED FOR PUD PRIMARY TAPE TYP TAPE(TYP) ( ) SELECT AND/OR I ` M SELECT AND/OR I M CONDUITS(ESR 4.E.1.E& 4.E.1.F) NATIVE BACKFlLL NATIVE BACKFlLL (95'COMPACTION) (95 COMPACTION) RISER FOR OVERHEAD TO UNDERGROUND CONVERSION DETAIL c CONDUITS PER PLAN CONDUITS PER PLAN SCALE: 1" = 1' -- (TYP) I (TYP). NOT TO Tt SELECT BACKFlLL: 4" 4" CONFLICT WITH 4" 4" HOK Prated No. KP Project No CAP020407 BUILDERS SAND OR FOUNDATION WALLS Sheet Title MATERIAL WHICH WILL FTB ENCASEMENT 2"` ELECTRICAL SERVICE SPASS CREEN ROUGH A}" (�) W/RED DYE (�) 3• 3" CONTRACTOR IS ALERTED TO THE FACT THAT WORK WILL BE ACCOMPLISHED AROUND NORTH MODIFICATION-CIVIL 3" 1,4' 3" 1.4' ACTIVE PSE GAS AND ENERGIZED SNOHOMISH PUD (SNOPUD)FACILITIES THAT ARE UTILITY PLAN E> SERVING EXISTING CUSTOMERS. CONTRACTOR SHALL COORDINATE WITH PSE AND SNOPUD Y TO DETERMINE WHICH FACILITIES ARE ACTIVE AND ENERGIZED AND SHALL IMPLEMENT NON—ENCASED SNOPUD DUCT BANK SEC TION A ENCASED SNOPUD DUCT BANK SECTION B SAFETY PROCEDURES PER PSE AND SNOPUD REQUIREMENTS. CONTRACTOR SHALL Orig1na1s3Ox4 COORDINATE WITH PSE AND SNOPUD TO ENSURE THAT FACILITIES ARE IN PLACE TO 0 5 10 20 • Call 811 Sheet Number D. o SCALE: 1" = 1' -- SCALE: 1" = 1' -- MAINTAIN SERVICE TO CUSTOMERS THROUGHOUT CONSTRUCTION. • two businessdays P 1 C 1 0 1 inch=10 feet before you dig