2930 MAPLE ST 2025-03-27 - Laserfiche WebLink

GENERAL UTILITIES NOTES KAISER PERMANENTE. Y O • I III. 7 II �;, II �f1111i11� • q ° �o O 1!'ieA il1Pf1IN ie'' Q ie�5lie��N�� I1115 CIO+�a G 41 MATCHLINE: SEE SHEET C3.01 // I -T z -777 STA. 21+43.66 25.28' RT FIRE HYDRANT PER COE STD PLAN 507 SEE PROFILE #5 5 ' C3.10 STA. 21+30.70 35.57' RT gyx- -�, 6 PVC SIDE SEWER POC UNDERGROUND POWER AND TELECOMMUNICATION INSTALLED WITH SITE PREPARATION PACKAGE #4. UNDER SEPARATE PERMIT. I, e . •I I ° • n 11 ••I STREET LIGHT. (TYP) I SEE ELECTRICAL STA 23+03.32 81.95' RT 61 I ° 6" PVC SIDE SEWER POC / I I I I I 4- - - - - - - - -------------- I � SEE PROFILE #4 - DE SSMH #3 KAISER PERMANENTE SPECIALTY CENTER 2 . I ► °ai EXISTING BUILDING I o ----- I ii I i -------- I °� I ', `Q�° 4 I -I I STA 32+61.49 34.28 LT �� C2 . FIRE HYDRANT PER COE STD PLAN 507 - - - - - - - - - - - ---- C3.11 SEE PROFILE #6 ° D) e CO a TA 32+61.53 25.10' LT I , CONNECT TO EX 6" WATER 0 T m C PER COE STD PLAN 514 THRUST BLOCKING AND GATE Cv 1A 4 ° VALVE STA. 32+35.33 82.74 LT I 90' HORZ. BEND (RJ) I II ��' x THURST BLOCK ' I STA 32+23.69 24.95' LT a` • A. CONNECT TO EX 6 WATER STA. 32+32.05 82.70 LT @ I PER COE STD PLAN 514 4" DI DOMESTIC WATER PO 4THRUST BLOCKING AND GATE o STA. 32+35.53, 56.08' LT 1 VALVE ' I KIM = 47.7.39' 45HORZ. BEND (RJ) I 0 �" 11ONC (E) = 44.29' THURST BLOCK TA 32+23.69 33.09 LT VC (SW) = 45.33' ' 4" DOMESTIC WATER METER PER VC (W) = 44.61' STA. 32+23.60, 43.85' LT s ICOESTD PLAN 504° 45 HORZ. BEND (RJ) s s - THURST BLOCK I G i G SEE PROFILE #3 BELOW GRADE FUEL OIL TANK. 0 SEE PLUMBING FOR I 7 7- _ - - _ STA 31+60.99 5.32' RT INFORMATION f = 7. CONNECT TO EX 42" SEWER c I PER COE STD PLAN 616 STA. 31 +60.76, 54.12 LT I aDl -7- - - _ _ _ \ - 11 8" PVC SIDE SEWER POC ,. SEE PLUMBING FOR CONTINUATION - ; W SEE PROFILE #5 I s.• ° e STA. 31 +37.28, 54.64' LT 6" DI FIRE SERVICE POC I SEE PLUMBING FOR CONTINUATION STA. 30+88.07 33.25' LT I 2" IRRIGAT10IN METER UNDERGROUND POWER AND PER COE STD PLAN 502. I TELECOMMUNICATION INSTALLED WITH SEE IRRIGATION PLANS SITE PREPARATION PACKAGE #4. FOR CONTINUATION - - - - - UNDER SEPARATE PERMIT. STA 9+77.89, 57.65' LT FIRE HYDRANT PER COE STD PLAN 507 • o use ii�i�� i �o 'ram .�! �,'Io ;F� - _ - �� ,C� r_a�,� .>\'I air= �� „� Ir®IIIr'� � �� -•_,.�"�p` �IIII�- ��:�� N 7 I ISTA 31+37.37 24.62' LT d �I W CONNECT TO EX 6" WATER " _ :IPER COE STD PLAN 514 •I • ° ° ' Q THRUST BLOCKING AND GATE VALVE I • a I I I I I �I X 11 a' I I ad i SSMH 2190 RIM = 45.27' * ° O X IE 42" CHANNEL (N) = 30.97' I II 'I ♦ r• I IE 42" CHANNEL (SW) = 31.15' 1934 �RIM = 44.22' a Ji STA 30+88.10 24.52'LT r) = 42.67' I CONNECT TO EX 6" WATER ") = 42.18' • PER COE STD PLAN 514 �Ec I THRUST BLOCKING AND GATE 52 VALVE I 12" HP GAS MAIN I J • - RELOCATED BY PSE. 'cL I '�/_I R-LT- ' 3 STL _ --d=°-�• _-' -- - - _- - I So TA 30+57.55 24.37 LT RIM 5�.6 CO I i - _-- _-__ - ------ $-a'° D4 �. - a° - - IE 8" coNc RIM 52 6 - _ _ _ _ _ _ _ _ _ __ - _ _ _ - - - - - _ - p '' �- , CONNECT TO EX 6" WATER -________ -_ �s� ----- ' PER COE STD PLAN 514 ~ I i " " - - RIB' = c /vc� = 47.E -_ _- - - _ i THRUST BLOCKING AND GATE 42" SEWER �� I 12 HP GAS MAIN BY EX 48 WATER MAIN Svc W = 47.70' LIGHT POLE & �5� PEDESTRIAN PUSHBUTTON VALVE tuv-I C - c� = PSE (UNDER FUTURE _ . TO REMAIN. SEE ELECTRICAL VAULT �� TyyO HEADS oNc w, 03' 42" SEWEI SDI _ >7� 0 F cp - ()NC ( W) 3 .01 ' P - - s 7+ - PERMIT) NOTE 6. 42" sEw� PER LANDSCAPE PLAN- , UNABRim LE -, UNDER SEPARATE PERMIT. W I EWER I _� N 48 SEWER - - - - 1 9+ 0 S I STA 6+64.12 9.58' LT s `D 10+97 CONNECT_T,O, EX _SSMH 1 2 -� _n 30 -SEWEI? 4 'SEWER � E 48" B ICK (E) = 39.71'- D 30" SEWER \ aw�SDMH AP GJO - PER COE RECORD 1L TE CB 130 55 RIM = 4.52' 12'DIh �� _ I"- 1.79' W PACIFIC AVE IE 8" aNC () .� - - _ - - .. - . = - _ - IE 8" ONC () 2. 4� 30" SE - - - Wa 2= 7 • ° . ° 12"^41 a Q - a. - . °- -. e.- e. - . - - -W N6 W- - - - W _ SDMH1888 P P •...el. ° LTA.. a d. P#j ° ° a. - -_ _ - --- - ---- ---- e ° C 12" DI RIM = 55.15' P a. LT-7 E E P ° �.a \ a a d �a - - - - ---------------------- a I -IE-12 �VC-(N� 47.68' a I p ° �- ID P P E P -� \ ... ° �.P ° IE 18" CONC (E) = 47.11' IE10"PVC (SW)=48.85 CD i 1 n iII' S SSMH 1885 - - - - - - - - - - - - - - . /v SSMH 2166 I RIM - 55.38' RIM = 44.73' i U ICI �i.l< IE 48" BRICK (E) = 39.35' - - - - - P a T P J IE 48" BRICK (E) = 28.94' IE 48" BRICK (W) = 39.42' � SSMH 1845 IE 48" BRICK (W) = 28.96' I RIM = 45.93' i ►t° = 4: RIM IE 12' PVC (NE) = 33.83' ( IE 42" CHA EL (NE) = 31.16' °. IRR IE 8" CONC (NW) 39.35' IE 42" CHANNEL (W) = 31.23' CONTRACTOR IS ALERTED TO THE FACT THAT WORK WILL BE ACCOMPLISHED AROUND ACTIVE PSE GAS AND ENERGIZED SNOHOMISH PUD (SNOPUD) FACILITIES THAT ARE SERVING EXISTING CUSTOMERS. CONTRACTOR SHALL COORDINATE WITH PSE AND SNOPUD TO DETERMINE WHICH FACILITIES ARE ACTIVE AND ENERGIZED AND SHALL IMPLEMENT SAFETY PROCEDURES PER PSE AND SNOPUD REQUIREMENTS. CONTRACTOR SHALL COORDINATE WITH PSE AND SNOPUD TO ENSURE THAT FACILITIES ARE IN PLACE TO MAINTAIN SERVICE TO CUSTOMERS THROUGHOUT CONSTRUCTION. 1. REFER TO C4.00-SERIES FOR GRADING AND STORM DRAINAGE INFORMATION. 2. STATIONS AND OFFSETS ARE TO THE CENTER OR PIPE OR CENTER OF STRUCTURE UNLESS OTHERWISE NOTED. 3. WATER AND SEWER TRENCHING AND BACKFILL SHALL BE PER CITY OF EVERETT STD PLAN 614 UNLESS NOTED OTHERWISE. 4. ALL EXISTING UTILITY STRUCTURES TO REMAIN SHALL HAVE THEIR RIM BROUGHT UP TO FINAL GRADE. 5. REFER TO SITE PREPARATION PACKAGE #4, COE PERMIT NO. PW2010-026 FOR UNDERGROUNDING OF ELECTRICAL OVERHEAD AND TELECOMMUNICATION LINES. 6. USE EXTREME CAU11ON WHEN WORKING AROUND EXISTING 48" WATER MAIN. INSTALL SETTLEMENT MONITORING AND PROTECTION MEASURES AS DIRECTED BY THE CITY INSPECTOR. 7. REFER TO LANDSCAPE PLANS FOR LOCATION OF LIGHT POLE AND JUNCTION BOXES. REFER TO ELECTRICAL PLANS FOR LIGHT POLE MODEL AND WIRING INFORMATION. 8. ALL WATER CONNECTIONS EXISTING MAINS TO BE DONE BY CITY OF EVERETT CREWS UNDER SEPARATE UTILITY PERMIT WITH COST ESTIMATE. 9. NEW FIRE HYDRANTS AND CONNEC1IONS TO BE INSTALLED BY CITY OF EVERETT CREWS UNDER SEPARATE UTILITY PERMIT WITH COST ESTIMATE. LEGEND SS ss w w FS FS PROPERTY LINE ABOVE/BELOW GRADE BUILDING LIMIT STREET CENTERLINE SIDE SEWER < 12" SEWER > 12" DOMESTIC WATER FIRE SERVICE EX DUCT BANK (POWER AND COMM) (UNDER SEPARATE PERMIT) UTILITY POLE (UNDER SEPARATE PERMIT) FIRE HYDRANT PER COE STD PLAN 507 SSMH PER COE STD PLAN 605 0 10 20 40 1 inch = 20 feet • Call 811 • • two business days before you dig Project Kaiser Permanente Everett Medical Clinic Expansion 2929 MAPLE ST EVERETT, WA 98201 Prepared for KAISER FOUNDATION HEALTH PLAN, INC. Hellmuth, Obata & Kassabaum, Inc. 1218 Third Avenue, Suite 1315 Seattle, WA 98101 USA t +1 206 493 1771 f +1 206 493 1778 All reproduction & intellectual property rights reserved 2019 In Association with Mortenson General Contractor 10230 NE Points Drive, Suite 300 Kirkland, WA 98033 ConXtech, Inc Structural Fabricator 6701 Koll Center Parkway, Suite 150 Pleasanton, CA 94566 KPFF Consulting Engineers Civil + Structural Engineering 1601 Fifth Avenue, Suite 1600 Seattle, WA 98101 Mazzetti MEP + FP Engineering 2013 4th Avenue, Suite 200 Seattle, WA 98121 Key Plan Professional Seals F. EC& t�� � Lfa�2 ,Q cu•*uc .4. ��GISTERF� �`SSIONAL E��'� 03/15/2021 No. Description Date SCHEMATIC DESIGN 2020/01/24 DESIGN DEVELOPMENT 2020/05/15 DESIGN DEVELOPMENT ADDENDUM 2020/06/08 50% CONTRACT DOCUMENTS 2020/07/31 75% CONTRACT DOCUMENTS 2020/09/25 PERMIT SET 2020/11/13 ISSUED FOR CONSTRUCTION 2021/03/19 KP Project No: CAP020407 HOK Project No: 19.05002.03 Sheet Title: UTILITY PLAN SOUTH Original is 30 x 42. Do not scale contents of this drawing. Sheet Number