2108 TOWER ST 2024 Plans 2026-04-10

GENERAL NOTES: GENERAL NOTES: CONT'D GENERAL NOTES: CONT'D GENERAL NOTES: CONT'D LEGEND: 1. BASEMAP FOR COLLEGE STATION SITE COMPILED FROM CAD 5. CONTRACTOR TO COORDINATE CONSTRUCTION ACTIVITY, 10. CONTRACTOR SHALL PROVIDE LIFTING EQUIPMENT CAPABLE 14. CONTRACTOR SHALL PROVIDE PULLING TAPE WITH SAWCUT FILES AND AS -BUILT PDFs OBTAINED FROM EVERETT STAGING, AND SEQUENCING WITH ET SERVICE OPERATIONS A OF LIFTING AND INSTALLING THE GA CABINET AND A/C UNIT SEQUENTIAL FOOTAGE MARKINGS AND ATTACHED TO AN END E MOMENTUM DYNAMICS EV CONDUIT TRANSIT. DRAWINGS RECEIVED ON SEPTEMBER 29, 2022. MINIMUM OF 4 WEEKS IN ADVANCE OF NTP. TRANSIT ATTACHED TO GA CABINET. SEE REFERENCE SHEETS FOR CAP. ENSURE PULLING TAPE IS FREE OF OBSTRUCTIONS NOR OPERATIONS AND SERVICE AT TRANSIT CENTER MUST BE MANUFACTURER'S REQUIREMENTS. CAUGHT ON JOINTS. P SNOPUD CONDUIT 2. EXISTING UTILITIES AND FEATURES ARE SHOWN BASED ON MAINTAINED AT ALL TIMES AND ANY SERVICE DISRUPTIONS BEST AVAILABLE INFORMATION. CONTRACTOR IS RESPONSIBLE APPROVED BY ET SERVICE OPERATIONS. 11. CONTRACTOR WILL BE RESPONSIBLE FOR ANCHORING GA 15. CONTRACTOR TO RESTORE IN -KIND EXISTING LANDSCAPE CONSTRUCTION NOTES: FOR VERIFYING ALL UTILITIES, SUBSURFACE CONDITIONS AND CABINET. SEE REFERENCE SHEETS FOR MANUFACTURER'S AREAS INCLUDING IRRIGATION SYSTEM IMPACTED BY WORK. ELEVATIONS. CONTRACTOR TO PERFORM SURVEY WORK AS 6. CONTRACTOR TO PROVIDE WORK CONFORMING TO CURRENT REQUIREMENTS. 1O SAWCUT PAVEMENT NEEDED TO CONFIRM AND RESTORE SURFACES TO EXISTING WSDOT STANDARD SPECIFICATIONS, MATERIAL AND GRADES. NOTIFY ENGINEER IF THERE IS A CONFLICT WITH CONSTRUCTION REQUIREMENTS. 12. CONTRACTOR SHALL PROVIDE GA TEMPORARY SOCKET 2O REMOVE AND REPLACE EXISTING CURB. MATCH EXISTING CEMENT PROPOSED WORK. FILLERS WITH ASSISTANCE FROM MOMENTUM DYNAMICS CONCRETE CURB. SEE DETAIL 8, DRAWING CD04. 7. CONTRACTOR SHALL BE RESPONSIBLE FOR PREPARING PERSONNEL. 3O REMOVED EXISTING TREE. 3. CONNECTION TO SNOPUD TRANSFORMER VAULT BY SNOPUD TRAFFIC CONTROL PLANS AND ACQUIRING TRAFFIC CONTROL VIA TRENCHLESS METHOD. PERMITS AS NECESSARY TO COMPLETE WORK. 13. CONTRACTOR SHALL MANDREL AND BRUSH UNDERGROUND ® PROTECT IN PLACE. 4. MOMENTUM DYNAMICS EQUIPMENT TO BE INSTALLED PER 8. SEE ELECTRICAL PLANS FOR CONDUIT, CONDUCTOR, AND CONCRETE ENCASED DUCT BANK ROUTED FROM CABINET IS MANUFACTURER'S RECOMMENDATIONS. CONTRACTOR TO FIELD ELECTRICAL EQUIPMENT INFORMATION. TO PRECAST SOCKET TO ENSURE THAT SYSTEM S FREE OF 0 STORM DRAIN INLET PROTECTION. COORDINATE EXACT PLACEMENT OF CHARGING EQUIPMENT OBSTRUCTIONS (DIRT, ROCKS, BURRS, ETC.). © REMOVE AND REPLACE EXISTING SIDEWALK IN ACCORDANCE WiTH COE WITH OWNERS REPRESENTATIVE PRIOR TO CONSTRUCTION. 9. CONTRACTOR TO RESTORE EXISTING LANDSCAPE AREAS AND STD DWG 312. REMOVE AND REPLACE TO NEAREST CONTROL JOINT. IRRIGATION SYSTEMS IN -KIND AND MAINTAIN UNTIL COMPLETION. 0 CONTRACTOR TO PROVIDE SNOPUD TRANSFORMER VAULT, PER SNOPUD REQUIREMENTS. va u, a wA oc roc Foc r c F c roc Foc\ °R°sS�q z�Nz O PLANS. ELECTRICAL SERVICE SWITCHBOARD. SEE ELECTRICAL SO 0 PROVIDE MOMENTUM DYNAMICS INVERTER CABINET. SEE GENERAL J TROJAN WAY o CB#8 NOTE 4 AND REFERENCE SHEETS FOR MANUFACTURER'S TYPE \ REQUIREMENTS. _ FOG r 10 REMOVE AND REPLACE EXISTING CEMENT CONCRETE PANEL. MATCH s es 551 - - - - -ss - js 1 - EXISTING GRADES. CONTRACTOR TO CONFIRM EXISTING PANEL AND ® FE / BASE COURSE THICKNESS UPON REMOVAL AND REPLACE IN -KIND. L e e e e 11 CEMENT CONCRETE PAVEMENT REHABILITATION, FULL PANEL e e a �� J _ REPLACEMENT PER WSDOT STD PLAN A-60.10. on / a 12 PROVIDE CONCRETE HOUSEKEEPING PAD. SEE GENERAL NOTES 3 �98 — — EXISTING SNOPUD / o� �mm�AND 4 AND REFERENCE SHEETS FOR MANUFACTURER'S 4 — PRIMARY DOWN POLE REQUIREMENTS. a 96 __ —ram 13 CONSTRUCT MOMENTUM DYNAMICS FLUSH MOUNT INDUCTIVE j \ 9� e 9 - 1 MATCH EXIST / ti CHARGING PAD (GA TRANSMITTING COIL) WITHIN CONCRETE PAVEMENT / 9 \ IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. SEE \v / - - e" s g" s o "ss - _ SEE GENERAL NOTE 3 I NOTE 4 AND DETAILS 1 AND 2, DRAWING CD01. CDO 15 5 _ _ 14 REMOVE AND REPLACE EXISTING DETECTABLE WARNING SURFACE C) - PER WSDOT STD PLAN F-45.10-03. MATCH EXISTING. -- -- — � — -- � 10 11 omr ------ --- -----II II I 1EXISTING S -IS 15 RESTORE PAINT LINES TO MATCH EXISTING CONDITIONS. COLLEGE STATION BUSWAY 4 BU BAY F FLAG 6CEMENT CONCRETE PAVEMENT REHABILITATION, PARTIAL PANEL _ REPLACEMENT WITHOUT JOINT REPLACEMENT PER WSDOT STD PLAN A-60.10. SEE DETAIL 2A, DRAWING CD01. - 17 I E 5 I 17 INSTALL POLYSLICK BUS CURB, COLOR YELLOW. SEE DETAIL 7, • ) cs - ��< - ____I I 14 I �� w - DRAWNG CD04. *---- -- ---- ---- I _ 35 S / 18 INTEGRAL CURB, SEE DETAIL 8, DRAWING CDO4. College Station Totals EXISTING --I I_ 3 i I 19 EXISTING UNDERGROUND UTILITY CROSSING. EXISTING UTILITY Replaced Impervious — 1 780 sf N I DEPTH UNKNOWN. CONTRACTOR TO VERIFY IN FIELD PRIOR TO New Impervious - 170 sf' _ - s"s li - PASSENGER SHELTEf�ENGER SHELTER 4 g-123s S o CONSTRUCTION OF DUCT BANK. EXISTING I ,y, 1 1 — I 20 PROVIDE TRANSFORMER. SEE ELECTRICAL PLANS. f ' I EXISTING BUS 4 8 21 Sf 8 21 I 21 PROVIDE EQUIPMENT HOUSEKEEPING CONCRETE PAD. SEE �� , a (a I ELECTRICAL PLANS.BAY A F9 12Sf --- tI"21 20 E E I 2y I 13 �MATC�H EXIST I �� 17 10 11 TYP - 5 City of Everett Permit Review _I - - - 15 - -- EX SD... - -� ; so \ EVERETT Status: Reviewed for Permit 04/18/2024 2:38:37 PM f „0 S\ rCDO1 MATCH EXIST 5 � o _ NO PARKING ao m I• Know whars below. I x Cal before you dig. • Determina to que esta baJo tlerra. o io' 20' 1. Llai7la antes de excavar. i inch = 20 feet Designed LEI ELCON Drawing Drawn TAM LC WASyG'f' EVERETT EVERETT TRANSIT INDUCTIVE COLLEGE STATION C01 Checked ZRG 0» $men M PUBLIC WORKS CHARGING INFRASTRUCTURE CIVIL NO. DATE IAPRVD I REVISION Design Review L-1 ♦&%)MTa INC. She N.. PLANS ISSUED FOR 100% 'rsus'°M /'w�,�� y�� 31rett,W00 9820StreeFIELD INSTALLATION DEMOLITION &SITE PLAN BID CONST RECORD SON Everett, WA rettw roNA1 ~ � � 415.257.8800 everettwa.gov REGION-10 I STATE -WA I FEDERAL AID#-#### ## ACTION DATE APRVD ACTION DATE APRVD ACTION DATE APRVD 4 v Z3 ormi