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HomeMy WebLinkAboutlogged0060 50 100 SCALE N FEET PROJECT DATA: OWNER: JEFFERSON TRANSIT AUTHORITY 63 FOUR CORNERS RD PORT TOWNSEND, WA 98368 PH:(360) 344-4605 CONTACT: TAMMI RUPERT PROJECT REPRESENTATIVE SCJ ALLIANCE 8730 TALLON LANE NE, SUITE 200 LACEY. WA 98516 PH:(360) 352-1465 CONTACT: JIM GIBSON, PE SURVEYOR: MTN20DAST 1506 FAIRVIEW ST SE OLYMPIA, WA 9W PH:(360) 239-1497 CONTACT: BLAIR PRIGGE JT SEC. 33, T30N., R1W., W.M. JEFFERSON TRANSIT AUTHORITY PARK AND RIDE EXPANSION CONSTRUCTION DOCUMENTS PORT TOWNSEND, WASHINGTON 17 d i I II 1 I I 1 ' 1 f I I I I � I I — X311,- � :•�_--�--d�-----T—____y— __� Mfr„4-L”- '� 7a ` CALL BEFORE YOU DIG VERTICAL DATUM: BASIS OF BEARINGS: THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION NGVD 29 AS DETERMINED FROM TIES TO THE WASHINGTON STATE COORDINATE SYSTEM, NORTH ZONE AND PROTECTION OF ALL EXISTING UTILITIES THE CONTRACTOR SHALL 1991 JEFFERSON COUNTY GPS PHOTO CONTROL (NAD 1983/1986 ADJ.) AS DETERMINED FROM TIES TO VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING SURVEY STATIONS /23 AND /9163. THE 1991 JEFFERSON COUNTY GPS PHOTO CONTROL THE UNDERGROUND LOCATE UNE AT (800) 424-5555 A MINIMUM OF SURVEY STATIONS /23 AND #9163. DISTANCES SHOWN 48 HOURS PRIOR TO ANY EXCAVATION. HEREON ARE GROUND DISTANCES. , PROJECT LOCATION .....,..,,�., VICINITY MAP NOT TO SCALE CIVIL SHEET INDEX I 717LE L----------------- 1 L -W I COVER SHEET 2 GN -01 GENERAL NOTES 3 p ! EROSION CONTROL PLAN I Id EC -02 EROSION CONTROL DETAILS 5 I SITE PLAN 6 SP -02 SITE DETAILS EX BIlrj1RIG . >, EK BUS PARKING AREA w I I Nf f A OG -01 GRADING PLAN I SD -01 I I I I I SD-02STORMWATER I�I 11 a'1 -T= PV -01 II I II I I I 12 1 IL-01[ILLUMINATION PLAN C C I EX GAS i PUMPS i}- C �....I EX CAR PARKING I I ��------------1 I LJ IU -j 1 I d i I II 1 I I 1 ' 1 f I I I I � I I — X311,- � :•�_--�--d�-----T—____y— __� Mfr„4-L”- '� 7a ` CALL BEFORE YOU DIG VERTICAL DATUM: BASIS OF BEARINGS: THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION NGVD 29 AS DETERMINED FROM TIES TO THE WASHINGTON STATE COORDINATE SYSTEM, NORTH ZONE AND PROTECTION OF ALL EXISTING UTILITIES THE CONTRACTOR SHALL 1991 JEFFERSON COUNTY GPS PHOTO CONTROL (NAD 1983/1986 ADJ.) AS DETERMINED FROM TIES TO VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING SURVEY STATIONS /23 AND /9163. THE 1991 JEFFERSON COUNTY GPS PHOTO CONTROL THE UNDERGROUND LOCATE UNE AT (800) 424-5555 A MINIMUM OF SURVEY STATIONS /23 AND #9163. DISTANCES SHOWN 48 HOURS PRIOR TO ANY EXCAVATION. HEREON ARE GROUND DISTANCES. , PROJECT LOCATION .....,..,,�., VICINITY MAP NOT TO SCALE LANDSCAPE SHEET INDEX SHEET NO. DRAWING N0. I DESCRIPTION 1 LA -01 PLANING PLAN 2 LA -02 PLANTING DETAILS, NOTES 3 SCHEUDLE 0p SEAL: fyi'�Ji�f � �9llARp Hwy of wrvahr3G�� c a � 4 s w DEC 017 �� �/ COI � OM CIVIL SHEET INDEX SHEET NUMBER 717LE DESCRIPTION 1 CV -01 COVER SHEET 2 GN -01 GENERAL NOTES 3 EC -01 EROSION CONTROL PLAN 4 1 EC -02 EROSION CONTROL DETAILS 5 SP -01 SITE PLAN 6 SP -02 SITE DETAILS 7 SP -03 SITE DETAILS B OG -01 GRADING PLAN 9 SD -01 STORMWATER PLAN 10 SD-02STORMWATER NOTES AND DETAILS 11 PV -01 IPANNG AND SCORING PLAN 12 1 IL-01[ILLUMINATION PLAN LANDSCAPE SHEET INDEX SHEET NO. DRAWING N0. I DESCRIPTION 1 LA -01 PLANING PLAN 2 LA -02 PLANTING DETAILS, NOTES 3 SCHEUDLE 0p SEAL: fyi'�Ji�f � �9llARp Hwy of wrvahr3G�� c a � 4 s w DEC 017 �� �/ COI � OM ucc JGBSON DRAWN W HOLM HO APPROVED BY: J GBSON OCT 03 2016 JOB NO: 760.01 ACCEPTED AS NOTED JEFFERSONCOUNTYPUBLCWORKS SVS. COUNTY ENGINEER DRAWING FILE NO: BY: 760.01 CV -01 ACLTPTmm DRAWING NO: ar. CV -01 Eqt 2 Y Foam Aa tww Ul. SHEET NO; 1 OF SEC. 33, T30N., WWI W.M. m SCJ ALLIANCE ABBREVIATIONS FOR CIVIL DRAWINGS ONLY GENERAL CONSTRUCTION NOTES: DRAFTING SYMBOLS & AND LB(S) POUND(S) 1. ALL WORK, WORKMANSHIP AND MATERIALS FOR THIS PROJECT SHALL MEET OR �,..SECTIDM NUMBER D ANGLE LF LINEAR FEET EXCEED THE MOST CURRENT VERSION OF THE WSDOT STANDARD SPECIFICATIONS 'A i APPROXIMATELY LP LOW POINT ELEVATION FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION. IF THERE IS A CONFUCT XX•01 SWET NUMBER SECTION IS LOCATED ON ® AT LT LEFT BETWEEN THE SPECIFICATIONS AND THE PLANS, THE MOST RESTRICTIVE REFERENCE CENTERLINE MAX MAXIMUM SHALL BE ADHERED TO. DEGREE EQUALS MFR MANUFACTURER 2 ALL GOVERNMENTAL SAFETY REGULATIONS SHALL BE STRICTLY ADHERED TO CONSTRUCTION NOTE SYMBOLS.......„ XX FOOT MH MANHOLE INCLUDING OSHA, W1SHA AND WASHINGTON DEPARTMENT OF LABOR AND INDUSTRY. > GREATER THAN MIN MINIMUM, MINUTE XX INCH MISC MISCELLANEOUS 3. IT IS THE RESPONSIBNN OF THE CONTRACTOR TO DULY NOTIFY THE COUNTY IN Y NUMBER MON MONUMENT IN CASE ADVANCE OF THE COMMENCEMENT OF ANY AUTHORIZED WORK AND TO SCHEDULE O R PERCENT N NORTH, NORTHING REQUIRED INSPECTIONS. ANY REWIRED INSPECTION TEST WILL BE PERFORMED AT N/A NOT APPLICABLE THE CONTRACTOR'S EXPENSE. AC ASPHALTIC CONCRETE ADD'L ADDITIONAL NE NORTHEAST 4. THE CONTRACTOR SHALL PROVIDE A TWO-YEAR WARRANTY ON ALL WORKMANSHIP ADJT ADJACENT NEMA NATIONAL ELECTRICAL MANUFACTURES AND MATERIAL FOLLOWING ACCEPTANCE OF THE PROJECT BY THE OWNERAFF ABOVE FINISH FLOOR ASSOCIATION NIC NOT IN CONTRACT c 5, THE APPROVAL OF THESE PLANS BY JEFFERSON COUNTY DOES NOT RELIEVE THE AP ANGLE POINT NO, No NUMBER CONTRACTOR OR DEVELOPER OF THE RESPONSIBILITY TO COMPLY WITH THE APPROX APPROXIMATE NTS NOT TO SCALE ARCH ARCHITECT REQUIREMENTS OF OTHER GOVERNING AGENCIES. ATB ASPHALT TREATED BASE COURSE NW NORTHWEST Q 6. CASSRC& - NOTICE 10 0C41R910 AVE AVENUE OC, oc ON CENTER THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION OF EXISTING BC BOTTOM OF CURB ELEVATION OD OUTSIDE DIAMETER UTILITIES AS SHOWN ON THESE PLANS IS BASED ON THE PROJECT SURVEY AND BCR BEGIN CURB RETURN OSHA OCCUPATIONAL SAFETY & HEALTH OTHER RECORDS OF UTILITIES THE INFORMATION IS NOT TO BE RELIED ON AS BFV BUTTERFLY VALVE ADMINISTRATION .Q BEING EXACT OR COMPLETE. THE CONTRACTOR SHALL CALL 1-800-424-5555 48 HOURS PRIOR TO PLANNED EXCAVATIONS. BGS BELOW GROUND SURFACE P POWER, POWER VAULT BLK BLOCK(S) PC POINT OF CURVATURE 7. THE DESIGN SHOWN IS BASED UPON THE ENGINEER'S UNDERSTANDING OF THE BLDG BUILDING PCC POINT OF COMPOUND CURVE m EXISTING CONDITIONS. THE EXISTING CONDITIONS SHOWN ON THIS PLAN SHEET ARE BM BENCHMARK PED PEDESTAL z BASED UPON COMPILED SURVEY DATA. THE CONTRACTOR IS RESPONSIBLE FOR BVC BEGIN VERTICAL CURB PI POINT OF INTERSECTION W VERIFYING FIELD CONDITIONS PRIOR TO BIDDING THE PROPOSED WORK BW BOTTOM OF WALL ELEVATION It PROPERTY UNE z IMPROVEMENTS IF CONFLICTS ARE DISCOVERED, THE CONTRACTOR SHALL NOTIFY POC POINT OF CONNECTION U s o THE OWNER OR OWNER'S REPRESENTATIVE. C CONDUIT pp POWER POLE Z U 3 N CB CATCH BASIN PRC POINT OF REVERSE CURVATURE B. EXISTING UTILITIES ARE SHOWN FOR REFERENCE ONLY. THE CONTRACTOR SHALL CF CUBIC FEET PROP PROPERTY Qe p VERIFY EXACT LOCATION, DIA, LENGTH, CONDITION, PIPE TYPE, SLOPE AND VERTICAL CIRC CIRCUIT, CIRCULA(R, TION) PSE PSOUND ENERGY CIP CAST -IN-PLACE AND HORIZONTAL ALIGNMENT OF THE EXISTING ALIGNMENT OF THE PROPOSED PSI POUNDS S PER SQUARE INCH ll� � � u POINTS OF CONNECTION PRIOR TO CONNECTION AND REPORT ANY DISCREPANCIES CIP MON CAST -IN-PLACE MONUMENT PT POINT OF TANGENCYT J z 8 a TO ENGINEER PRIOR TO CONSTRUCTION. CJ CENTER JOINT PVC POINT OF VERTICAL CURVE F v Ct CENTER LINE J N N a PVI POINT OF VERTICAL INTERSECTION 9. PRIOR TO COMMENCING WORK, THE CONTRACTOR SHALL OBTAIN ALL NECESSARY CL CROWNLINE N N PVF POINT OF VERTICAL TANGENT LOCAL, STATE, AND FEDERAL APPROVALS AND PERMITS CLR CLEAR z CO CLEANOUT PVMT PAVEMENT 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE A COPY OF THE PNR POWER COMM COMMUNICATION g APPROVED PLANS, SPECIFICATIONS, AND CONTRACT DOCUMENTS AT THE COMPT COMPACTED OTY QUANTITY f A o CONSTRUCTION SITE AT ALL TIMES. CONC CONCRETE CONST CONSTRUCT R RADIUS r 11. THE CONTRACTOR SHALL PROVIDE SLOPE PROTECTION FOR SLOPES OF 5:1 OR RD ROAD, ROADWAY c GREATER ACCORDING TO AGC STANDARD GUIDELINES AND BEST MANAGEMENT CONT CONTINU(E, ED, OUS, ATION) REF REFERENCE PRACTICES (BMP'S). COORD COORDINATE REINF REINFORCE, ED, ING, MENT) 00 CSBC CRUSHED SURFACING BASE COURSE REO'D REQUIRED 12. THE CONTRACTOR SHALL MAINTAIN EROSION CONTROL FACILITIES IN ACCORDANCE CSTC CRUSHED SURFACING TOP COURSE REV REVISION WITH THE DEPARTMENT OF ECOLOGY STORM WATER MANUAL, AND THE STORMWATER CULV CULVERT RIM STRUCTURE RIM ELEVATION POLLUTION PREVENTION PLAN (SWPPP). CU YD CUBIC YARD RT RIGHT 13. THE CONTRACTOR SHALL SAFELY MAINTAIN TRAFFIC AND CONTINUOUS ACCESS TO D/W DRIVEWAY R/W, ROW RIGHT OF WAY PRIVATE AND/OR PUBLIC PROPERTY. DEF DEG DEGREE S SOUTH OR SLOPE SCHED SCHEDULE 14. CONSTRUCTION SIGNING AND TRAFFIC CONTROL SHALL BE PER THE CURRENT COPY DEMO DEMOLISH/DEMOUTION SD, SOMH STORM DRAIN, STORM DRAIN MANHOLE OF THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). DIA DIAMETER SE SOUTHEAST 0 Z DIM DIMENSION(S)0SECT SECTION(S) = Z 15. ALL VEHICLES AND EQUIPMENT SHALL BE KEPT WITHIN THE WORK AREAS DIP DUCTILE IRON PIPE SHT SHEET cn H O ESTABLISHED FOR THAT WORK SHIFT UNLESS TRAVELING TO OR FROM THE SITE. DR DRIVESP SPRINKLER Lu ¢ Z OUTSRE OFNO CIIRCUMSTANCES SHALL VEHICLES BE PARKED OR EQUIPMENT BE STORED DWG(S) DRAW1NG(S) SO SQUARE OTHESE AREAS. X E EAST OR ELECTRICAL SQ FT SQUARE FEET Z w 16. OTHER CONSTRUCTION PROJECTS MAY OCCUR NEAR THE PROJECT SITE AND MAY BE EA EACH SQ IN SQUARE INCH J z a IN PROGRESS CONCURRENT WITH THE PROJECT. THE CONTRACTOR SHALL ECR END CURB RETURN SS SANITARY SEWER COOPERATE AS NECESSARY AND NOT INTERFERE OR HINDER THE PROGRESS OR EHH ELECTRICAL HANDHOLE SSMH SANITARY SEWER MANHOLE Lu o z 6 COMPLETION OF WORK BEING PERFORMED BY OTHER CONTRACTORS. EL, ELEV ELEVATION ST STREET Z ELEC ELECTRIC(AL) STA STAl10N ,_,_, r p HH 17. THE CONTRACTOR IS RESPONSIBLE FOR FURNISHING AND INSTALLING ALL MATERIALS,ENGR ENGINEER STD STANDARD O 0 Y LABOR, AND EQUIPMENT NECESSARY TO COMPLETE THE WORK SHOWN ON THESE EDP EDGE OF PAVEMENT STRUCT STRUCTURE(E, AL) n- DRA'MNGS AND TO OBTAIN ACCEPTANCE BY JEFFERSON COUNTY AND THE PROJECT EO EQUALLY) SW SOUTHWEST L3.1 a OWNER. EQUIP EQUIPMENT SYS SYSTEM LCL 18 ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED TO THEIR ESMT EASEMENT T TELEPHONE OR TELEPHONE VAULT Lu ORIGINAL 'PRE CONSTRUCTION' STATE OR BETTER. EVC END VERTICAL CURVE TBD TO BE DETERMINED 'Q EX, EXIST EXISTING TBM TEMPORARY BENCH MARK 'c 19. DRIVEWAY ACCESS AND UTILITY SERVICE TO EXISTING HOMES AND BUSINESSES EXP EXPANSION TC TOP OF CURB ELEVATION w SHALL BE MAINTAINED AT ALL TIMES. TELE TELEPHONE FDC FIRE DEPARTMENT CONNECTION FES FLARED END SECTION TEMP TEMPORARY TW TOP OF WALL ELEVATION FF FINISH FLOOR TP, T/P TOP OF PIPE ,p*AR0 FG FINISH GRADE ELEVATION TYP TYPICAL ky " w.c_yrgC�� FH FIRE HYDRANT UDG UNDERGROUND 't A: FIN FINISH(ED) ° O FL FIRE LINE/FLANGE VAP VERTICAL ANGLE POINT FT FOOT/FEET VC VERTICAL CURVE . w VERT VERTICAL G GAS VOL VOLUME d GALV GALVANIZED W WEST, WIDTH, WIDE OR WATER s7annk GB GRADE BREAK W/ WITH o GRND GROUND DESIGNER: W0 WITHOUT 6 GV GATE VALVE SON W j WATER MAIN OR WILLAMETTE MERIDIAN JGB HH HANDHOLE WSDOT WASHINGTON STATE DEPARTMENT OF DRAWN BY:: HP HIGH POINT ELEVATION TRANSPORTATION W HOLM §� HORIZ HORIZONTAL WV WATER VALVE IPPR EDB 5 HT HEIGHT J GBSON ti XFMR TRANSFORMER IE INVERT ELEVATION OA OCT 032016 j o IN INCH JOB NO: E JB, J -BOX JUNCTION BOX ACCEPTED AS NOTED 760.01 �` CALL BEFORE YOU DIG VERTICAL DATUM: BASIS OF BEARINGS: Jr JOINT TRENCH JEFFERSONCUNTYEN INE WORKS DRAWNGFI.ENO: SVS. COUNTY ENGINEER THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION NGVD 29 AS DETERMINED FROM TIES TO THE WASHINGTON STATE COORDINATE SYSTEM, NORTH ZONE kV KILOVOTS 6Y 760.01 GN -01 n AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL 1991 JEFFERSON COUNTY GPS PHOTO CONTROL (NAD 1983/1986 ADJ.) AS DETERMINED FROM TIES TO kW KILOWATT AccerTrNa DRAWING NO: VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CAWING SURVEY STATIONS #'23 AND #9163. THE 1991 JEFFERSON COUNTY GPS PHOTO CONTROL KWN KILOWATT HOURS GN -01 THE UNDERGROUND LOCATE LINE AT 800 424-5555 A MINIMUM OF BY: ( ) SURVEY STATIONS X23 AND 89163. DISTANCES SHOWN L LENGTH ErpUee z reap From Attepmnce Dole ', SHEET NO: 40 HOURS PRIOR TO ANY EXCAVATION. HEREON ARE GROUND DISTANCES. 2 OF 12 SEC. 33, T30N., R1W., W.M. I1- / - -'- - r 7 -r�1- r._1�� r - r -r - �---'rr-1-I ti-�- _ -"'I ; ,a -i - r r iF-- ry r - Y I N 38930].53 E.1154803.84 N389291.93 E:1154803 84 *co FWN h I E:11 4 e Kow I N: 31393214.53 11540?4.03 1 LLLIII Ni 389307.53 / E:1154824.83 { N: 389292.01 , E:1154821.73 II N:388252.3v 015013.81 -N:389253.06 1 E:1154821.90 E, H: 389230.53 E.1154826,04 I 135 I .I -.-1-I . 1 8 tm N: n,p 154826.84 I E 1 1 _ - L 1 YI II I 4I II 7-r `-F I L.♦�� p ��_.te M IIII I I I•J_y I1e'd �.�a_� X11 `'. --- , r / / / / / i43.81 --J--1---L---/ ---/-- i ❑3 _ a r a ----� II I-__-_-_-_-__-__ ___._-- 389292.53 l� E:1154857.81 1 I I �.� �I I I � I_• q II I J8CEPi4f F ---- It .- L J 1f, cm� I CEDAR I f,. i t 1 E r -I ,.... *N: 38925253 I E:1154B57,B1N; 8212,63 N: 38923053 Ly7892�1.98 12 E:1154910.15 ft E:1154926 81F I 12 • , - ,389229.98 El1154910.15 V' - -W --• E:1154BB85B ENDf-- -• -- k.3B9228.53 I r 'V""E'�-'2• 115492401 rr38a'i12¢3 e 1 �Nl L J ffi Li" !i +-1 , IO 14CEDA" \ t4 'c C-,t35==- ) �' 1 F 1 a i2"CEDAR f 8"F1(2 "COTTON 1 ;� i I( L.2,0,,ctDAX CALL BEFORE YOU DIG VERTICAL DATUM: BASIS OF BEARINGS: �- ,• THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UPURES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CAWNG THE UNDERGROUND LOCATE UNE AT (800) 424-5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. NGVD 29 AS DETERMINED FROM TIES TO THE 1991 JEFFERSON COUNTY CPS PHOTO CONTROL SURVEY STATIONS #23 AND #9163. WASHINGTON STATE COORDINATE SYSTEM, NORTH ZONE (NAD 1983/1986 ADJ,) AS DETERMINED FROM TIES TO THE 1991 JEFFERSON COUNTY GPS PHOTO CONTROL SURVEY STATIONS #23 AND #9163. DISTANCES SHOWN HEREON ARE GROUND DISTANCES. 194 ,?,y,.•135 ., • r 13E 1, I q 14. J I I 3, Is • 7K311913369'•I, 1 r E:1154943.52 I ( I II 3 I. G' � 1 I El I „•4,e f .•- f35� S END LEGEND: STORED, PROTECTED AND REINSTALLED AT NEW IL'389113.28 ' . 13G E115494852 w c H , }LSI � � �� � �'�•- I- -.�. ---xx------- EXISTING MAJOR CONTOUR fir, .y ; - '�-w•�t`-w-�.�� 1 �Ii\'`L 1 Z H z z Tr Al ORIVE FOUR C RS ROA p _ H i CALL BEFORE YOU DIG VERTICAL DATUM: BASIS OF BEARINGS: �- ,• THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UPURES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CAWNG THE UNDERGROUND LOCATE UNE AT (800) 424-5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. NGVD 29 AS DETERMINED FROM TIES TO THE 1991 JEFFERSON COUNTY CPS PHOTO CONTROL SURVEY STATIONS #23 AND #9163. WASHINGTON STATE COORDINATE SYSTEM, NORTH ZONE (NAD 1983/1986 ADJ,) AS DETERMINED FROM TIES TO THE 1991 JEFFERSON COUNTY GPS PHOTO CONTROL SURVEY STATIONS #23 AND #9163. DISTANCES SHOWN HEREON ARE GROUND DISTANCES. H i H 1. RELOCATE EXISTING LIGHT POLE SEE SHEET IL -01 FOR LOCATION. PROTECT CONDUIT AND 0 20 40 CIRCUIT AFTER LIGHT BASE REMOVAL. J O 0 SCALE IN FEET 2. REMOVE EXISTING CONCRETE PAD AND BUS STOP t SHELTER. BUS STOP SHELTER SHALL BE J O LEGEND: STORED, PROTECTED AND REINSTALLED AT NEW N o w c H LOCATION. I- X L ---xx------- EXISTING MAJOR CONTOUR m � z 4. ALL STRUCTURES, TREES, UTILITIES AND ANY Z H z z OBJECTS LOCATED WITHIN THE CLEARING LIMITS -xx - - EXISTING MINOR CONTOUR Q TO BE REMOVED.Fn Q O < H 5. SILT FENCE, SEE SHEET EC -02 FOR DETAIL SILT - --xi:--- - - PROPOSED MAJOR CONTOUR --- az- PROPOSED MINOR CONTOUR FENCE LOCATION ALSO MARKS CLEARING LIMITS LL -O-O- SILT FENCE/CLEARING LIMITS1.1 z � B'CEDAR U IW' z = o 4"COTTON _.I F TREE TO BE REMOVED W Z 3 INLET PROTECTION � rm Q o g 6. PROPOSED GRADING, SEE SHEET CG -01 FOR }� W M u V - - SAWCUT ■ 7. INSTALL STORM DRAIN INLET PROTECTION. SEE CONCRETE TO BE REMOVED ��■ J N a MANUFACTURER FOR RECOMMENDED METHODS. CONCRETE TO BE REMOVED Z z o �p,VJA.Rp 8. REMOVE EXISTING CURB y, wA.sF�p 9. REMOVE EXISTING WHEEL STOPS AND DELIVER TO CURB TO BE REMOVED ayM1 U U g a OWNER z - - - - CLEARING LIMITS 10 RELOCATE EXISTING SIGN (SEE SP -01 FOR a m CONSTRUCTION NOTES 1. RELOCATE EXISTING LIGHT POLE SEE SHEET IL -01 FOR LOCATION. PROTECT CONDUIT AND CIRCUIT AFTER LIGHT BASE REMOVAL. J O 0 z Z 2. REMOVE EXISTING CONCRETE PAD AND BUS STOP SHELTER. BUS STOP SHELTER SHALL BE J O Q z x a STORED, PROTECTED AND REINSTALLED AT NEW o H LOCATION. I- X L 3. SAWCUT CONCRETE PAD/ASPHALT ZO � z 4. ALL STRUCTURES, TREES, UTILITIES AND ANY Z H z z OBJECTS LOCATED WITHIN THE CLEARING LIMITS O Z 4 TO BE REMOVED.Fn Q O < H 5. SILT FENCE, SEE SHEET EC -02 FOR DETAIL SILT 0 13_ FENCE LOCATION ALSO MARKS CLEARING LIMITS LL LbEl SILT FENCE MAY NOT BE NECESSARY AT ALL ,L LOCATIONS COORDINATE WITH INSPECTOR FOR ILL EXACT LOCATIONS. 6. PROPOSED GRADING, SEE SHEET CG -01 FOR c MORE DETAIL. W '� 7. INSTALL STORM DRAIN INLET PROTECTION. SEE sg SHEET EC -02 FOR DETAIL OR CONSULT MANUFACTURER FOR RECOMMENDED METHODS. �p,VJA.Rp 8. REMOVE EXISTING CURB y, wA.sF�p 9. REMOVE EXISTING WHEEL STOPS AND DELIVER TO ayM1 a • z OWNER. CONTRACTOR TO COORDINATE WITH OWNER o 10 RELOCATE EXISTING SIGN (SEE SP -01 FOR � uma to Via'` LOCATION) TONAL k 11. REMOVE EXISTING STRIPING DESIGNER: J GIBSON 12. CONSTRUCTION ACCESS SHALL BE THE EXISTING DRAWN Y: CONCRETE DRIVEWAY. IF INSPECTOR REWIRES A' TEMPORARY RIPRAP CONSTRUCTION ACCESS W HOLM APPROVEDBY: REFER TO SHEET EC -02 FOR DETAIL. J GBSON DATE: OCT 03 2016 JOB NO: ACCEPTED AS NOTED 760.01 JEFFERSON COUNTY PUBLIC WORKS SVS. COUNTY ENGNEER DRAWNG FILE NO: rvY 760.01 EC411 ACCEPTANCE DRAWING NO: ev. EC -01 Em4a 2 Yvon - Amepl Del. SHEET NO: 3 OF 12 15 �a E_ g h !r a E SCJ ALLIANCE GENERAL EROSION CONTROL NOTES: 1. THE CONTRACTOR SHALL FOLLOW EROSION CONTROL PRACTICES OUTLINED IN THE WASHINGTON STATE DEPARTMENT OF ECOLOGY STORMWATER MANAGEMENT MANUAL FOR WESTERN WASHINGTON AND THE SWPPP. 2. EROSION CONTROL MEASURES ARE NOT LIMITED TO THE ITEMS ON THESE PLANS. THE CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL EROSION CONTROL MEASURES. NO SILTATION OF EXISTING OR PROPOSED DRAINAGE FACILITIES SHALL BE ALLOWED.. CARE SHALL BE TAKEN TO PREVENT MIGRATION OF SILTS TO OFF-SITE PROPERTIES, 3. EROSION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO THE BEGINNING OF CONSTRUCTION THE PROJECT ENGINEER AND JEFFERSON COUNTY PUBLIC WORKS DEPARTMENT SHALL INSPECT AND APPROVE THE INSTALLATION OF EROSION CONTROL MEASURES PRIOR TO BEGINNING CONSTRUCTION. A STABIUZED CONSTRUCTION ENTRANCE SHALL CONFORM TO DETAIL ON SHEET EC -02, STABILIZED CONSTRUCTION ENTRANCE. A STABILIZED CONSTRUCTION ENTRANCE SHALL BE INSTALLED AT ALL INGRESS/EGRESS POINTS TO CONSTRUCTION SITE B CONTRACTOR TO INSTALL TEMPORARY SEDIMENT POND AND SEDIMENT TRAPS AS NEEDED TO CONTROL STORMWATER RUNOFF. IF CONTRACTOR IS TO UTILIZE THE FINAL STORMWATER FACILITIES FOR TEMPORARY SEDIMENTATION AND EROSION CONTROL, THEY WILL BE REQUIRED TO RESTORE THE FACILITIES TO MEET ORIGINAL DESIGN REQUIREMENTS THIS SHALL INCLUDE BUT NOT LIMITED TO REMOVING ALL SEDIMENT FROM THE FACILITY BOTTOM AND SIDES C. INSTALL INLET SEDIMENTATION AS SPECIFIED AT ALL CATCH BASIN LOCATIONS IMMEDIATELY UPON ARRIVAL AT PROJECT/CONSTRUCTION SITE. 4. ALL EROSION/SEDIMENTATION CONTROL FACILITIES SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL CONSTRUCTION IS COMPLETE AND THE SITE HAS BEEN STABILIZED. THE CONTRACTOR IS RESPONSIBLE FOR IMPLEMENTATION, MAINTENANCE, REPLACEMENT, AND ADDITIONS TO THE SYSTEM AS REQUIRED BY THE OWNER, ENGINEER OR REVIEWING JURISDICTION. 5. THE CONTRACTOR SHALL MAKE A DAILY SURVEILLANCE OF ALL EROSION CONTROL MEASURES AND MAKE ANY NECESSARY REPAIRS OR ADDITIONS TO THE EROSION CONTROL MEASURES AS REQUIRED. THE CONTRACTOR SHALL PROVIDE ADDITIONAL EROSION CONTROL MEASURES AS DETERMINED NECESSARY BY THE INSPECTOR AND/OR PROJECT ENGINEER. FAILURE TO COMPLY WITH ALL LOCAL AND STATE EROSION CONTROL REQUIREMENTS MAY RESULT IN CIVIL PENALTIES BEING LEVIED AGAINST THE CONTRACTOR. 6. PRIOR TO CLEARING AND GRADING THE CONTRACTOR SHALL PROTECT TREES TO BE SAVED WITH HIGH VISIBILITY FENCING AT THE ROOT PROTECTION DELINEATION OR OTHERWISE PROTECTED AS DIRECTED BY THE ENGINEER, CITY STAFF, OR OWNERS REPRESENTATIVE, CLEARING AND GRADING LIMITS SHALL BE STAKED IN THE FIELD PRIOR TO EXCAVATION. 7. ALL STORM DRAINAGE INLETS RECEIVING RUNOFF FROM THE PROJECT DURING CONSTRUCTION SHALL BE PROTECTED SO THAT SEDIMENT -LADEN WATER WILL BE FILTERED BEFORE ENTERING THE CONVEYANCE SYSTEM. 8 ALL OFF-SITE CATCH BASINS IMMEDIATELY ADJACENT TO THE PROPOSED SITE SHALL BE PROTECTED FROM SILTATION. 9. THE CONSTRUCTION OF TRENCHES (E.G., PIPES, UNDERGROUND UTILITY LINES AND STRUCTURES) SHALL BE SUBJECT TO THE FOLLOWING CRITERIA: A NO MORE THAN 300 FEET OF TRENCH ON A DOWNSLOPE OF MORE THAN FIVE PERCENT SHALL BE OPENED AT ONE TIME. B. EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES. 10. TRENCH DEWATERING DEVICES SHALL BE DISCHARGED IN A MANNER THAT WILL NOT ADVERSELY AFFECT STREAMS, DRAINAGE SYSTEMS, OR OFF-SITE PROPERTIES 11. TRACKING OF SOIL, MUD, OR DEBRIS OFF-SITE IS NOT ALLOWED, SOIL, MUD, OR DEBRIS TRACKED ONTO A PUBUC ROADWAY, SHALL BE REMOVED BY THE END OF THAT WORKING DAY. TO PREVENT THE TRACKING OF SOIL, MUD, OR DEBRIS ONTO PUBLIC ROADWAYS, SWEEPING OR WASHING OF THE VEHICLE'S TIRES MAY BE REQUIRED PRIOR TO ENTERING A PUBLIC ROADWAY. 12 ALL DISTURBED AREAS SHALL BE HYDROSEEDED WITH EROSION CONTROL SEED MIX. INCLUDING BUT NOT LIMITED TO ROADWAY EMBANKMENTS, SHOULDERS, UTILITY EASEMENTS, STAGING AREAS AND CUT/FlLL SLOPES. 13. ALL SEEDED OR SODDED AREAS SHALL BE CHECKED REGULARLY TO ENSURE VEGETATIVE COVERAGE IS COMPLETE, AREAS SHALL BE REPAIRED, RESEEDED, AND FERTIUZED AS REQUIRED, 14. DROP-IN CATCH BASIN FILTERS MAY BE USED IN PLACE OF OTHER STANDARD INLET PROTECTION PRACTICES, THIS INLET PROTECTION TECHNOLOGY CAN BE USED IN SITUATIONS WHERE RIGHT-OF-WAY FLOODING WOULD BE PROBLEMATIC. 15. TO MAINTAIN FUNCTION, THE CONTRACTOR SHALL REMOVE AND CLEAN OR REPLACE FILTERS AFTER EACH STORM EVENT. CONTACT THE JURISDICTION TO DETERMINE ITS ACCEPTANCE OF SPECIFIC FILTER PRODUCTS, PRIOR TO INSTALLATION. 16. NO MATERIAL SHALL BE STOCKPILED ON PAVEMENT WITHOUT AUTHORIZATION FROM THE PROJECT ENGINEER OR OWNERS REPRESENTATIVE WHICH WILL BE CONDITIONAL ON IMPLEMENTATION OF A PROCEDURE TO PREVENT SEDIMENT TRANSPORT. 17. ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION HAS BEEN ACHIEVED OR AFTER THE MEASURES ARE NO LONGER NEEDED. SEDIMENT COLLECTED IN TRAPS, PONDS, OR SILT FENCE SHALL BE REMOVED AND DISPOSED IN AN APPROVED MANNER OR STABIUZED ON SITE. DISTURBED SOIL AREAS RESULTING FROM SEDIMENT REMOVAL SHALL BE PERMANENTLY STABILIZED WITHIN SEVEN (7) DAYS. SEASONAL CLEARING NOTE: DURING THE RAINY SEASON FROM OCTOBER 1 THROUGH APRIL 30, THE CONTRACTOR MUST COVER ANY DISTURBED AREAS GREATER THAN 5,000 SF IN SIZE IF THEY WILL BE UNWORKED FOR MORE THAN 2 DAYS. DURING THE REMAINING DRY SEASON ALL AREA UNWDRKED FOR A PERIOD OF 7 DAYS MUST BE COVERED. CALL BEFORE YOU DIG VERTICAL DATUM: THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION NGVD 29 AS DETERMINED FROM TIES TO THE AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL 1991 JEFFERSON COUNTY GPS PHOTO CONTROL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING SURVEY STATIONS #'23 AND #9163. THE UNDERGROUND LOCATE LINE AT (800) 424-5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. SEC. 33, T30N., WWI W.M. GRATE INSTALL DRIVEWAY CULVERT IF THERE FRAME'` OVERFLOW BYPASS R0p 111I SEDIMENT AND DEBRIS WA l ;1 CROSS SECTION - NOT TO SCALE CRATE -ti RETRIEVAL SYSTEM �pWERFLOW BYPASS GEOTEXTILE CB FILTER, PER MANUFACTURER'S SPECIFICATIONS . i GEOTEXTILE ISOMETRIC VIEW NOT TO SCALE SCJ ALLIANCE QUARRY CP2° °A'E' osnol3 STORM DRAIN INLET PROTECTION wl CB FILTERS DA010 FIC DCADINI!`-0• WASHINGTON STATE COORDINATE SYSTEM, NORTH ZONE (NAD 1983/1966 ADJ.) AS DETERMINED FROM TIES TO THE 1991 JEFFERSON COUNTY GPS PHOTO CONTROL SURVEY STATIONS #23 AND #9163. DISTANCES SHOWN HEREON ARE GROUND DISTANCES. IN FILTER FABRIC SHALL BE SPLICED AT USE STAPLES, WARE RINGS OR EQUIVALENT TO I FABRIC TO POSTS FABRIC MATLROAL, 60' WADE ROLLS, USE S OR WE RINGS TO ATTACH FABRIC TO WIRE 4 Go WIRE FABRIC DR EQUIVALENT, IF MID STRENGTH FABRIC USED I I 11j;IURY BOTTOM OF FILTER I MATERIAL IN 4'X4' MIN POST SPACING MAY BE INCREASED TO B' IF WIRE BACKING IS USED 4'x4' MIN TRENCH, PROVIDE 3/4' TO 1-1/2' WASHED ROCK OR NATIVE BACKFILL 2'X2' WOOD POSTS, STEEL FENCE POSTS, OR EQUIVALENT SCJ ALLIANCE I I C233 I '201 I SILT FENCE ACCEPTED AS NOTED JEFFERSON COUNTY PUBLIC WORKS SVS. COUNTY ENGINEER BY'. ACCEPTANCE BY. Emlrn Z Yeora From Aceeplanro Oole J Lu 4 " CD 0 CL v3 � Z � 4 O C7 lap cn cr O a� Of w Lei ° ui ILL. LL ,pDWAR4) yy ,VE I of K F rc a SYQHAL �� DESIGNER: J GBSON DRAWN BY: W HOLM APPROVED BY: J G13SON OCT 03 2016 ,I I 760.01 EC -02 LNG NO: EC -02 T NO: 4 OF 12 INSTALL DRIVEWAY CULVERT IF THERE IS A ROADSIDE DITCH PRESENT R0p INSTALL FILTER FABRIC UNDER l QUARRY SPALLS . i GEOTEXTILE QUARRY SPALLSS+r 0,P t5 - S� NOTES,. 1DRIVEWAY SHALL MEET THE REQUIREMENTS OF THE PERMITTING AGENCY. 2. IT IS RECOMMENDED THAT THE ENTRANCE BE CROWNED SO THAT RUNOFF DRAINS OFF THE PAD SCJ ALLIANCE C7Q5 °ATE: W1013STABILIZED CONSTRUCTION ENTRANCE ACCEPTED AS NOTED JEFFERSON COUNTY PUBLIC WORKS SVS. COUNTY ENGINEER BY'. ACCEPTANCE BY. Emlrn Z Yeora From Aceeplanro Oole J Lu 4 " CD 0 CL v3 � Z � 4 O C7 lap cn cr O a� Of w Lei ° ui ILL. LL ,pDWAR4) yy ,VE I of K F rc a SYQHAL �� DESIGNER: J GBSON DRAWN BY: W HOLM APPROVED BY: J G13SON OCT 03 2016 ,I I 760.01 EC -02 LNG NO: EC -02 T NO: 4 OF 12 BID ALT AA -1 — END I 7— — � fiat] 9 i' N: 39969477 I S I E: 1154804.07 THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION N6' 02' 12.221 1: r •'I 1735 19 ti I I THE UNDERGROUND LOCATE LINE AT (800) 424-5555 A MINIMUM OF T 1' "•'� ,35, d, I SURVEY STATIONS #23 AND #9163. DISTANCES SHOWN Nit' 35' 3248 W7 r!1 HEREON ARE GROUND DISTANCES iI L=75.87', R=180.00 &-24.15 I . '.MV 3T 21),38"E 200 19 I .•1 L=68.04', R-12836' 1 � •� to A r_'' 1 = R, P `I =2 R=161.95' &-22.655 I ! 1 dv L 52+62 MATCH LINE (RIGHT) BID ALT AA -1 52+62 MATCH 70.6 � o M' L-68.54', R=150.00'-\ &-25.42 SOUR CARNERS A _ M SEC. 33, T30N., R1W., W.M. I +1 Ir -I 3e•15-1 r.6, fA..J<�.LF1 1�`1 i.l,1:1� II I � Ev 7k'-TT7) /� ] I ' LIMA � �_�- SII � `• � - -- � / / / / 30"Ct"IJAR I L --J--1---L---� --------------- I II H B zo 40 t' SCALE IN FEET If I f LEGEND: ........ PROPERTY PROPERTY LINE _ CONCRETE BARRIER CURB I� +{ CONCRETE MONOLITHIC CURB I II I PORTLAND CEMENT CONCRETE PAVEMENT SEE DETAIL ON SHEET PV -01 ADA GRAVEL TRAIL SEE DETAIL ON SHEET PV -01 CURB RAMP 1 § SEE DETAIL ON SP -02 — — — — -- — EXISTING CURB 1 s:l I I xx CONSTRUCTION NOTES: 1. CONCRETE BARRIER CURB. SEE DETAIL ON SP -02 It 389124.46 E 1154939.97+ 1 + 2. ADA PARKING STALL SEE DETAIL ON SP -02 (:115494438 1 I 1 ,, { 3. 4' WHITE PAINTED PARKING STRIPING. SEE DETAIL ON SP -02 4. ADA RAMP (COMBINATION CURB RAMP) SEE DETAIL ON SP -02 I 18 h i \ �,gy.9; 5. NOT USED. 11 T j a� 6. CONSTRUCT BIKE BARN, SEE ARCHITECTURAL PLANS 7. INSTALL CONCRETE SIDEWALK, SEE DETAIL ON SP -02 12 INSTALL PROPOSED TRAIL, SEE PV -01 FOR DETAILS } I i jr 9. PROPOSED TRAIL TO BE EXTENDED TO EXISTING PROPERTY LINE. i0 B' .'' • I ,J4 10. INSTALL BUS STOP SHELTER. CONTACT JEFFERSON TRANSIT FOR REQUIREMENTS 389073.97 k E: 1154949.37 •>s. '--, •'- "" Y) I 11. INSTALL BIKE REPAIR STATION. SEE SHEET SP -03 FOR DETAILS • I 12 INSTALL BIKE PUMP. SEE SHEET SP -03 FOR DETAILS 13. EXTEND CONDUITS TO BIKE BARN BUILDING. SEE ELECTRICAL J =p.'.•M_.. PLANS 00 09 p 14. INSTALL NEW PARKING LOT LIGHTING SEE ELECTRICAL PLANS \ -- l \ \ I �Jr _ 15. INSTALL STORMWATER SYSTEM. SEE SO -01 AND SD -02 FOR - - DETAILS 16 INSTALL ELECTRIC VEHICLE CHARGING STATION. SEE SP -03 FOR DETAILS AND ELECTRICAL PLANS FOR CONNECTION. 17. INSTALL BIKE REPAIR STATION. SEE SP -03 FOR DETAILS. Alk 18 INSTALL OUTDOOR BIKE PUMP. SEE SP -03 FOR DETAILS. 8' 23' I ,� . 19, INSTALL BENCHES AND CONCRETE PAD. SEE SP -03 FOR DETAILS919. Y ' 17.45' 4AOO.D2jE 67 NOTE: THE SITE PLAN i . ` {" # > t t •r +''4 IT IS ASSUMED THAT ITHE ELLECTRONIC FILESATION IS NOTXWLL BE PROVIDED TO i--••� - - •'•R ----_. THE SURVEYOR FOR STAKING. All k c w w o Qt O z = OO � rn z Z Ha¢ Z Lu Iu 2 LL w H -z Z ¢� to W LuLL L1~ a Lu EgWARp c+ w s � a Des *e<�ii•4° Ysti�� 's70NKl 6Vt JGBSON DRAWN BY: W HOLM APPROVED BY: J GBSON DATE: OCT 03 2016 I ACCEPTED AS NOTED CALL BEFORE YOU DIG VERTICAL DATUM: BASIS OF BEARINGS: JEFFERSONCOUNTY PUBLIC WORKS THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION NGVD 29 AS DETERMINED FROM TIES TO THE AND PROTECTION OF ALL EXISTING UTILITIES THE CONTRACTOR SHALL 6 VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING ' THE UNDERGROUND LOCATE LINE AT (800) 424-5555 A MINIMUM OF E.. 48 HOURS PRIOR TO ANY EXCAVATION. SEC. 33, T30N., R1W., W.M. I +1 Ir -I 3e•15-1 r.6, fA..J<�.LF1 1�`1 i.l,1:1� II I � Ev 7k'-TT7) /� ] I ' LIMA � �_�- SII � `• � - -- � / / / / 30"Ct"IJAR I L --J--1---L---� --------------- I II H B zo 40 t' SCALE IN FEET If I f LEGEND: ........ PROPERTY PROPERTY LINE _ CONCRETE BARRIER CURB I� +{ CONCRETE MONOLITHIC CURB I II I PORTLAND CEMENT CONCRETE PAVEMENT SEE DETAIL ON SHEET PV -01 ADA GRAVEL TRAIL SEE DETAIL ON SHEET PV -01 CURB RAMP 1 § SEE DETAIL ON SP -02 — — — — -- — EXISTING CURB 1 s:l I I xx CONSTRUCTION NOTES: 1. CONCRETE BARRIER CURB. SEE DETAIL ON SP -02 It 389124.46 E 1154939.97+ 1 + 2. ADA PARKING STALL SEE DETAIL ON SP -02 (:115494438 1 I 1 ,, { 3. 4' WHITE PAINTED PARKING STRIPING. SEE DETAIL ON SP -02 4. ADA RAMP (COMBINATION CURB RAMP) SEE DETAIL ON SP -02 I 18 h i \ �,gy.9; 5. NOT USED. 11 T j a� 6. CONSTRUCT BIKE BARN, SEE ARCHITECTURAL PLANS 7. INSTALL CONCRETE SIDEWALK, SEE DETAIL ON SP -02 12 INSTALL PROPOSED TRAIL, SEE PV -01 FOR DETAILS } I i jr 9. PROPOSED TRAIL TO BE EXTENDED TO EXISTING PROPERTY LINE. i0 B' .'' • I ,J4 10. INSTALL BUS STOP SHELTER. CONTACT JEFFERSON TRANSIT FOR REQUIREMENTS 389073.97 k E: 1154949.37 •>s. '--, •'- "" Y) I 11. INSTALL BIKE REPAIR STATION. SEE SHEET SP -03 FOR DETAILS • I 12 INSTALL BIKE PUMP. SEE SHEET SP -03 FOR DETAILS 13. EXTEND CONDUITS TO BIKE BARN BUILDING. SEE ELECTRICAL J =p.'.•M_.. PLANS 00 09 p 14. INSTALL NEW PARKING LOT LIGHTING SEE ELECTRICAL PLANS \ -- l \ \ I �Jr _ 15. INSTALL STORMWATER SYSTEM. SEE SO -01 AND SD -02 FOR - - DETAILS 16 INSTALL ELECTRIC VEHICLE CHARGING STATION. SEE SP -03 FOR DETAILS AND ELECTRICAL PLANS FOR CONNECTION. 17. INSTALL BIKE REPAIR STATION. SEE SP -03 FOR DETAILS. Alk 18 INSTALL OUTDOOR BIKE PUMP. SEE SP -03 FOR DETAILS. 8' 23' I ,� . 19, INSTALL BENCHES AND CONCRETE PAD. SEE SP -03 FOR DETAILS919. Y ' 17.45' 4AOO.D2jE 67 NOTE: THE SITE PLAN i . ` {" # > t t •r +''4 IT IS ASSUMED THAT ITHE ELLECTRONIC FILESATION IS NOTXWLL BE PROVIDED TO i--••� - - •'•R ----_. THE SURVEYOR FOR STAKING. All k c w w o Qt O z = OO � rn z Z Ha¢ Z Lu Iu 2 LL w H -z Z ¢� to W LuLL L1~ a Lu EgWARp c+ w s � a Des *e<�ii•4° Ysti�� 's70NKl 6Vt JGBSON DRAWN BY: W HOLM APPROVED BY: J GBSON DATE: OCT 03 2016 ACCEPTED AS NOTED 760.01 VERTICAL DATUM: BASIS OF BEARINGS: JEFFERSONCOUNTY PUBLIC WORKS DRAWING FILE NO: NGVD 29 AS DETERMINED FROM TIES TO THE WASHINGTON STATE COORDINATE SYSTEM, NORTH ZONE SVS. COUNTY ENGINEER BY 760.01 SP -01 DRAWING NO: 1991 JEFFERSON COUNTY GPS PHOTO CONTROL (NAD 1983/1986 AD,l) AS DETERMINED FROM TIES TO e— SURVEY STATIONS #23 AND 89163. THE 1991 JEFFERSON COUNTY GPS PHOTO CONTROL wv. SP -01 SURVEY STATIONS #23 AND #9163. DISTANCES SHOWN e�o-w z Y.are r.� A«.p1— ..1. SHEET NO: HEREON ARE GROUND DISTANCES OF c B cP3� 'I 1/2' FAI 4- WIDE, Nil PAINT LINES CURB AT SIDEWALK PARKING STALL - - -- NTS CURB OR FACE OF URFACE ......_._ ITE WHEEL STOP 4' WIDE, WHITE. PAINT LINES (T ACCESSIBLE SYMBOL SEE DETAIL BELOW CONCRETE BARRIER CURB NLS CALL BEFORE YOU DIG VERTICAL DATUM: THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION NGVD 29 AS DETERMINED FROM TIES TO THE AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL 1991 JEFFERSON COUNTY GPS PHOTO CONTROL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CAWNG SURVEY STATIONS 123 AND #9163. THE UNDERGROUND LOCATE LINE AT (800) 424-5555 A MINIMUM OF 40 HOURS PRIOR TO ANY EXCAVATION. SURFACE ANS) SE COURSE BOX MAX SEC. 33, T30N., MR, W.M. d CEMENTCONCRETECAB- CEMENT CONCRETE ffiE NOTE. T PEDESTRIAN CURB - GRACE BREAK ar BEE NOTE 9 � ® _t_3% r CURB MNP T f - _. CURB RAMP 20%WU(. 4 CEMENT CONCRETE 15' EXPANSION JOW ETYPa - REOESTRCAN CURS t 1 SEE NOTE 9 N CEMENT CONCALETIF — CVRDaBUTTER = �r sEE NOT Es A a a DETECTABLE LYIRWNG SURFACE SEE BTANOARD PLAN F-Wils CURB RAMP N. O'MW -SEE CONTRACT PUNS r LANDING , 1 CURB RAMP NATCH F`• SEE OArtRACT"S0'MIN)- PIAN VIEW TYPE COMBINATION WITH BUFFER ani' E%PARSSON ,POINT r(1Yp )) SEE STANDARD PLANF.".iD BUFFER STRIP rrYP.) - SEE CONTRACT PUNS DEPRESSED CURB a GUTTER - SW NOTES 4 a a CEMENT CONCRETE PEDESTRIAN CURB BEE NOTE 9 pETEDTAa..0 W.YnR1NC &VRFACE - SEE STANDARD PIAN I IS DEPRESSED CURB AND GUTTER - SEE NOTES 4 a 0 CEMENT CONCRETE CURB AND GUTTER - SEE NOTES 4 A 6 DETAIL CURB RADIUS DETAIL DETECTABLE WARNING SURFACE - A, . y MIN. 1F -our, R X SEE STANDARD PUN F•46.10 CEMENTCONCRETECAB- WE CONTRACT PLANS ffiE NOTE. T BEE CONTRACT GRACE BREAK PEDESTRIAN claiB - _t_3% 2.0% MAX, Y SEE NOTE 9 OREM - _. CURB RAMP 20%WU(. 4 CURB RAMP 15' EXPANSION JOW ETYPa - COti9RTEB to TORpArTW1Y BEE aTAMDANDPLIW F40.10 .5 %MAY SECTIONS C 1 LANDING CURB RAMP DEPRESSED CURB AND GUTTER - BEE STANDARD MN F10.12 AND NOTES SECTION 0 CURB MMP O•_::S Y•D'MW-.-SEE SBE COWPCONTRACgRTTT�PF�LANS 2. 5TT1lAED ROADWAY CONCRETE �� CEMENT CONCRETE CURB AND CEMENTCURB M.) 7_ WIN SEE NOTE 9 SECTION [ H 1 GI1rrER- SEE NOTES 4 a 9 4' WIDE. WHTE PAINT LINES 061 ADA PARKING STALL NTS RGSIQ ()F RFCRINlrC• WASHINGTON STATE COORDINATE SYSTEM, NORTH ZONE (NAD 1983/1986 ADJ.) AS DETERMINED FROM TIES TO THE 1991 JEFFERSON COUNTY GPS PHOTO CONTROL SURVEY STATIONS j23 AND #9163. DISTANCES SHOWN HEREON ARE GROUND DISTANCES. NOTES 1. Prm4de a separate Curb Ramp for va+.h ma* d or unmRrked crosswalk. Curb Ramp IOCation shall be pL000d within ttm "h OI the assocaled Crosswalk or w shown In the Cwurad PIS III . 2. Vftm'GARDE 6REAW IS Calked out, the entire length of the grade break between the Wo adjuoanl —f— Praaae Shan be Nsh WR 3. Do not plaoO Gmunga, Junction Boxes, Aeeeas Coons, or wher appurlenance5 in front of ITYP.) the Curb Ramp or on any part of Ute Curb Ramp or landing. 4. Sea ConbycS Plarm for the curb design "o9jod. $co Standard Plan F40.12 for Curb, Curb and Guitar, Dopre9sDd Curb, Outlor and PodmVian Cab dotaiN, 6 Sea Standard Plan F30,10 for Gamont Concrete Sidewalk Details. See Cordred Plans W wklat and plawmeN of Sidewalk 6, The Bks I.arm 'Cement Concrete Cvrb Ramp Typo does not tWlK* Lha adtacent Cub, Crab and Gutter, Crepmsaed Curb and Gutter. Padmbian Crab, or Sloawalka. 7. Tho Curb lump maximum FuWft slope &hail nol reouire am romp 1a1D01 to BYCeetl 15 feat to avoidcswaing the dopo IndeSnriely ntmn ownodng to ate" grades When L> IDWrIg the 15-W maxlength, the funning slope al ft Curb Romp shall be as tai as feasible. S. Cab Ramp, LanrMng and Flares shag receive broom Anl&h. See Standard Specifications S•14. g. Pedeefrhn Cu lb may bo ornmod R the gmund aurtaoo at Sha back of tm Curb Ramp anchor Landing will bO at the same elevalron ae the Curb Ramp or Lwdng and there will not be materiatto retain. LEGEND SLOPE. IN EITHER. WRECTION IF. or 6" 1 10"-W MIX. GUNOTET GRADE UREA%- BEE CONTRACT PLANS SEE N0 T GRADE aAEAX _t_3% 2.0% MAX, Y ate. - _. CURB RAMP _ N. CURB RAMP 15' EXPANSION JOW ETYPa - BEE aTAMDANDPLIW F40.10 SECTIONS C 1 2' CLEARANCE TRP) 4' NON -SHRINK TO j3 I GROUT itAR$ J" I 3:1 SAND h CEMENT 8' MIN GROUT 1' DEPTH 10' MAX TWO j611AR5 PRECAST CEMENT CONCRETE WHEELSTOP 'CEMENr CONCRETE CURB RAMP TYPE COMBINATION' PAY LIMITS SEE NOTES IBC9DIT m VIEW TYPE COMBINATION PAY LIMIT WHITE SYYBOL� r MIxiOtRKT 48.75' 60' ACCESSIBLE PARTGNC SYUTrlL LOCATE AT EDGE OF PARKING SPACE NOTES: 1. SEE SITE PLAN FOR COMPLETE LAYOUT. 2, THESE DETAILS ARE FOR REFERENCE AND DIMENSION CONTROL ONLY. 3. ALL DIMENSIONS ARE TO CENTER OF STRIPE UNLESS OTHERMSE INDICATED, STRIPING AND SYMBOL(PAINT) NTS COMBINATION CURB RAMP STANDARD PLAN F-".1"2 SHEET I OF I SHEET APPROVED FOR PUBLICATION Pasco Bakodch fl! O W13 I� *y+aw sr aw.`+w.r r+Mwr.tai., ACCEPTED AS NOTED JEFFERSON COUNTY PUBLIC WORKS SVS COUNTY ENGNEER 0Y: ACCEPTANCE Sr. E,1. 2 Yvon Fawn Acceptance Dale m 0 Lin z z6 Cn H W M W H Cn W Z O =Zo Q z= L` X ¢ (n w zoo z Ww HZz Z ¢� 0 Of w �o Ill a L.L. W �OWARO �wNM1C R1 +ASryr a N r O x 'TIF At E% J GBSON OFAM BY. W HOLM APPROVED 0Y: J GBSON DAZE: OCT 03 2016 J 7B NO. 760.01 DRAWMFLENG: 760.01 SP -02 SP -02 OF r R k OPID f611 FIXTATION www.bikefixtation.com on.com Material Laser -cut steel DOM tubing Tool tethering Stainless steel aircraft cattle Finpeli Opatlons IN resistant powder coat, custom CSlors available Galvanized Stainless steel Ir abrIlatJon Options Surface mount Embedment Trois Included Phillips 8. standard screwdrivers Steel core lire levers (2) Headset/padel Wrench 8/10 & 9/11 mm cone wrenches Torx T-25 Hex key aet Dimensions Imperial 0.0' W x 00" H x 10" D Metric 21.0 x 128 x 40.6 can CALL BEFORE YOU DIG THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT (800) 424-5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. Public Work Stand • Tool assemblies are spaced to prevent tangling Optimized ergonomics to work with all types of riders and bikes Designed for Indoor or outdoor use Secure tool and stand fastening system I-beam design eliminates possibility of locking a bike to It ADA -compliant design 1=Tit"AI nATIINA- NGVD 29 AS DETERMINED FROM TIES TO THE 1991 JEFFERSON COUNTY GPS PHOTO CONTROL SURVEY STATIONS 123 AND /9163. RASIB nr: RPARINF;S• WASHINGTON STATE COORDINATE SYSTEM, NORTH ZONE (NAD 1983/1986 ADJ.) AS DETERMINED FROM TIES TO THE 1991 JEFFERSON COUNTY GPS PHOTO CONTROL SURVEY STATIONS 123 AND 19163. DISTANCES SHOWN HEREON ARE GROUND DISTANCES. SEC. 33, T30N., R1W., W.M. 6as i?e FIXTATION Imperial-30to110'F Metric -34 to43'C Conmuctlon Material Stainless steel Pump turd Solid core Hose Rubber exterior Braided steel core Gauge cover Polycarbonate Pump head Presta/Schrader Ino removable parts Without special tool) Fnw LerGlh ORS STs Imperial IS' or 35' Metric 46 or 89 cm lnstalla'rar101111 -Pts Surface or rack mount Embedment Alis-lniuni Pie55Jre Imperial 160 PSI Metric 11 bar Dimensions Imperial 9' W x 26' H x 7' D Metric 23 x 663 x 17.8 cm High Security Outdoor Public Bike Pump • 2 year warranty (with Gauge) Outdoor rated stainless steel construction, completely sealed Proprietary long -life piston seal and solid pump rod Steel braided air hose core prevents cutting Dual pump head works on all bikes moo,,, Longer hose available with mounting clip �' rue ra sax CE 9 Patent Pend Ing City of Port Townsend - Public Works Department Standard Detail SIDEWALK W/TN PLANTING SMTP (-M) J/ULWALR Al A.-UKL! (WERE APPWIW 8Y CRY EAW&7R) S•'W r/p•Et9AfaRAN art ��'� O awAcaa scerxAAr �'Ar Aa7ltM r5 �..,y+�y SECTION A A e r twI[t st rs SEC770/1 a -e AVMS' I. Lr AN9p9 -omrs curt aE r yM a W AAT SOn -Orr -u raa S 1 : AaGSAY AMJS SW -1 aE / Mill r AT =D' Na11KYS A Aa UrarlYSPC=IVAU BE AAV EIC N raewtur AeEA swu /uK 1,& - .CNF W mew i+at aEPatJ ai.tam AM0.M1 matt avos gAwA Comm x Aa AOrrs 99Art E DEAN AIA aT@n a do IIMRXWEWYA ALa4WM SNAIL Sur[fir oar T. RM A0rAAD a[oMNE AVr S YJW AVIT tool Door W04Y xee' U9rC QPANrLW rA/arY- a pare AIA al7r. .runts J aE POt1am NI£dAL YM aNrrTWY. a aa�oeErE r/wt 6E GASS tLeO as rot raw Nsecaav er ory ... AU Arrr AlAwowsArNAOiatlYM1i rw arvr frAreNa aevAtme AAar A llMRW owiIinC N9' AntA ee lx Aw .orrpu Crxr WVC v la acaNl W ARWAIU/r T AW xar wwrwr wit +urs Aw t1ae: Av-d 1991 ,. �.. � s.Nr. 1 w. Sidewalk . – ,�,r, „1 rra Installation File: EAc g_.kllam,derdmeuTn T-15 ACCEPTED AS NOTED JEFFERSON COUNTY PUBLIC WORKS ant& COIMiY ENOMEER 6Y; AcCEPTANCT: eY, row• ] •can r,u" 4Kwra,c. W. J tD 0 til H 05 ff 4 W O I.L. LL W ,LpNaARp F�,-y or �sdro �N c 71 L ii " x a D +-. •.cw 4 2� SrONAL EN JGESON IMTAWN BY: W HOLM APPROVED BY: J GIBSON DAIS: OCT 032016 JOB NO: 760.01 DRAWNG FLE NO: 760.01 SPQ DRAWNG NO: SP -03 SHEET NO' 7 OF �a E E� n� o RNER 1r- '-�; SEC. 33, T30N., MR, W.M. II II I I � F i j L J 7 r-------- ------h k T I IIII JII I I II 1- -I F CALL BEFORE YOU DIG VERTICAL DATUM: BASIS OF BEARINGS: THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION NGVD 29 AS DETERMINED FROM TIES TO THE WASHINGTON STATE COORDINATE SYSTEM, NORTH ZONE AND PROTECTION OF ALL EXISTING UTIUTIES, THE CONTRACTOR SHALL 1991 JEFFERSON COUNTY GPS PHOTO CONTROL (NAD 1983/1986 ADJ.) AS DETERMINED FROM TIES TO VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING SURVEY STATIONS #23 AND 19163. THE 1991 JEFFERSON COUNTY GPS PHOTO CONTROL THE UNDERGROUND LOCATE UNE AT (800) 424-5555 A MINIMUM OF SURVEY STATIONS 123 AND 19163. DISTANCES SHOWN 48 HOURS PRIOR TO ANY EXCAVATION. HEREON ARE GROUND DISTANCES. T F—T F� / L- - - - - ----- 1 I I — — — — —— r I 1 4'•.. I u y � � I I I I I Nc EXITING Al N EXISTING MATCH EXISTING 1 jl 141 # I# OATEN ElSnNj L V o LIATOH EMSjIIIG[t i l t •- I I P� ; 1 MATCH msiNG .�! -.,•• _ I , , 134.82 MATCH EXISTING I 1-! •m -----m---+-, TTI —T7 7 -AV H 0 20 40 SCALE IN FEET LEGEND: -------- XX -------- EXISTING MAJOR CONTOUR ---------- ---- XX ----- ------ -- EXISTING MINOR CONTOUR XX PROPOSED MAJOR CONTOUR XX PROPOSED MINOR CONTOUR 134,95 FINISH GRADE 134.95 HP-\ HIGH POINT 134.95 LP-\ LOW POINT X.X7 SLOPE ----------GRADE BREAK SCJ ALLIANCE GENERAL GRADING NOTES: 1. THE BOUNDARIES OF THE CLEMNG/0RUBBING LIM1S SHOWN ON THE EROSION/SEDIMENTATION CONTROL PLAN (SEE SLATS EC -00 THROUGH EC -02) SHALL BE CLEARLY FLAMO BY A CO)nNUOUS LF.NGDI OF SURVEY TAPE (OR FENCING, IF REOUI11)) PRIOR TO ANY CLEARING OR GRADING. DUnG THE CONSTRUCTION PERIOD NO DISTURBANCE BEYOND THE GRADING/CLEAFM LIMITS SHALL BE PERMITTED, THE ROM/CLEARING UNITS SHALL BE WINTAUNED BY THE CCRNTRACTCR/EESC SUIUMSOR FOR THE DURATION OF CONSTRUCTION. 2. TREE PROTECTION FENCING MUST BE IN PLACE PRIOR TO ANY GRADING ACTIVITIES. NO EQUIPMENT IS ALLOWED WITH THE TREE PROTECTION BOUNDARIES. ANY GRADING REQUIRED WITHIN A TREE PROTECTION BOUNDARY MUST BE DONE PATH HAND EQUIPMENT. 3. THE TESC FAESIITIES SHOWN ON THE EROSION/SEDIWOTA0011 CONTRA PLAN (SEE mm EC -01 THROUGH EC -02) MUST BE CONSTRUCTED PRIOR TO DR IN OON,IINCTION WITH ALL CLEARING AND GRADING AND/OR ASPHALT/ODRI.AETE CUTTING SO AS TO ENSURE NO TRANSPORT OF SEOIICNT TO SURFACE WATERS, DRAINAGE SYSTEMS, AND ADJACENT PROPERTIES. 4. ANY AREAS OF EXPOSED SOILS, INCLUDING BUT NOT LIMITED TO ROADWAY EMBANKMENTS, STOCKPILE MATERIAL, AND CUT SLOPES THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WET SEASON OR SEVEN DAYS DURING THE DRY SEASON SHALL BE IMMEDIATELY STABILIZED NTH THE APPROVED TESC METHODS (E.G. SEEDING, MULCHING, PLASTIC COVERING, NETTING, EROSION BLANKETS ETC.). 5. STABILIZED CONSTRUCTION ENTRANCES AND ROADS SHALL BE INSTALLED PRIOR TO ANY OTHER CLEARING OR GRADING ASSOCIATED WITH THE PROJECT AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES, SUCH AS WASH PADS, MAY BE REWIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. 6. DURING THE WET SEASON (OCTOBER 1 THROUGH APRIL 30 INCLUSIVE), ALL DISTURBED SOILS SHALL BE STABBJZED WITHIN 48 HOURS AFTER STOP OF NOW, EROS" CONTROL MEASURES SHALL INCLUDE, TETT ARE NOT LIMITED TD, TJOVERING THE AFFECTED AREA INCLUDING SPOIL PILES WITH PLASTIC SHEETING, STRAW MATFNO, JUTE MATTING, STRAW MULCH, OR 'HOOD CHIPS SEEOING OF THE DISTURBED AREAS SHALL TANTE PLACE AS WEATHER PERMITS. ACCEPTED AS NOTED JEFFERSON COUNTY PUBM WORKS SVS. COUNTY ENGINEER BY: ACCEPTANCE Ea— 2 Port Fran Mnp— D.L. z d ED Z_ '2- z 0 z >: wmo geo m� gLL� z z 5a 0 w z = Z O H g C.7 a�= a< w� Z o0 z � w H zz Za� O YO IXd� Lu a 11 L.L W J GBSON we W HOLM OV€DBY: J GBSON OCT 03 2016 KY. 76001 RISSFLENO 760.01 CG -01 rNGNa CG -01 I NO. 8 OF FOUR C RAO?,S ROAD 4 _ _ SEC. 33, T30N,, RIK, W.M. r Irl Ij t I z.4 --i: -r — r T I,"— _ --,Ir ----Z —L---11 L --J-- �f I --. I ------- --_vim II d II II I I I I I .W:'. W-"-"'M-----W-----w-----' W....._W----- W -----W----- ins=�� I r71l f I V I I. 1 0 o I I i r� N LJ N I I �IIL I I II I rTl T=J==L F 11 = 3 }t4 I H 0 20 40 SCALE IN FEET LEGEND: XX -------- EXISTING MAJOR CONTOUR u a w H 0 20 40 SCALE IN FEET LEGEND: XX -------- EXISTING MAJOR CONTOUR u a w o N --------------XX-------------- EXISTING MINOR CONTOUR XX PROPOSED MAJOR CONTOUR z XX PROPOSED MINOR CONTOUR W � S8 STORM PIP 000 CLEANOUT (SEE DETAIL ON SO -02) TYPE 1 CATCH BASIN (SEE DETAIL ON SO -02) M� f D W/FRAME AND GRATE TO MATCH EXISTING '� + J $ $ ,A 5 AOUASWIIRL (SEE DETAIL ON SD -02) RDD` DRAIN CONNECTION -I N x 2 j`� V 0m LY ,n Z o 0 � z O z �0 JTn Z LL (n w Q O 2 �oW � O 0 � ti U) CC CLuj n LL. B LL Lu Eawauo wAteirol Y t4 Q N a a a O 1 {� �Lr✓s)i t S�YOHA L` CHCS J GBSON DRAM BY: W HOLM APPROVEDBY: J GBSON DATE: OCT 03 2016 JOB NO: ACCEPTED AS NOTED 760.01 CALL BEFORE YOU DIG VERTICAL DATUM: BASIS OF BEARINGS: JEFFERSON COUNTY PUBLIC WORKS DRAWING FILE NO: SVS. COUNTY ENGNEER THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION NGVD 29 AS DETERMINED FROM PES TO THE WASHINGTON STATE COORDINATE SYSTEM, NORTH ZONE 760.015D-01 AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL 1991 JEFFERSON COUNTY GPS PHOTO CONTROL (NAD 1983/1986 ADJ.) AS DETERMINED FROM TIES TO gY' ACCEPTANCE VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING SURVEY STATIONS X23 AND X9163. THE 1991 JEFFERSON COUNTY GPS PHOTO CONTROL DRAWING NO: BY: SD -01 THE UNDERGROUND LOCATE UNE AT (800) 424-5555 A MINIMUM OF SURVEY STATIONS #23 AND #9163. DISTANCES SHOWN 48 HOURS PRIOR TO ANY EXCAVATION. E.Pkee Z Yeore Frwn Acceplanee Oale HEREON ARE GROUND DISTANCES. MEET N0; - 9 OF 12 SEC. 33, T30N., R1W., W.M, Aqua -Swirl High Density Polyethylene (HDPE) Stormwater Treatment System ""B" MIHaF nef barrisn o re present bollards shall be plsEsd arD1RR1 i0tea5 dEutal in rwwbl lea to PFWWA Madverb" I*Whg by mala[ .—vehicles. 1 � I 11 lrrr 1 a.. IiEr9 mm]Mm r Irla mm: It book lowft (H.;Wf"UIPW Wswopi,40, aoill . pad must be placed~ M a0d1a Sbarrlrwrw Trr.urHrt 1. gypli m per concrete design as calcukill by Engineer. Sam ndabille or mnaWa peA evalleble vrgnregves[. r •1p^ w-, IHS,wx, tri e.. _. .i!. i� P- [76 mm]TYD r f' NI<mm9 ,Y •r w-,'Prz Anralam°unt°r L k wrap C°mK-w EaI E3.DDP W t2D ,, _ JaN Nate -lel m a mw .,a. ,.MMI (mn1] topyl 1 -mm R5 mm7InNarm amend MaMola Fnaw\Cover DadR 1, al Oaa,a 1.'H - r... a..- - Por Ibrl TnIFEe Arra On1Y DO NOT .0o. an-hal.1H. IOD W Mer er elmw bander d hm9 b rale t9orr res. laaovrfteut I fmm !n5 m a h""� ` ato W de "ems" Manhole Frame and Support and L d Wrap CompressbM Expensonli�w,9 rMNlpla hams With Cover by Manufacturer. :ant MatenM m a mm'mpm Manhole roma k EOyer Dactil ,Dlvde pad. DO NOT 32" Hind [25 mm7 mlticruass alWnd Fgr IHYQ,Ta1.tlC 4o114Krg Aleas At. marmolefa to (See Details) topolncer [o allow OaIWE9W N15 re, upon HOPE reser [813 mm] OD naReiaadlr from mai e, to mn0ete deb. Grade (Rim) 42" [1067 mm] Pipe coupling 032" by Contractor. [4813 IT m] 12" [305 mm] a�VERIFY " long Stub -out 1. CONTRACTOR SHALL RECORD ANY FIELD DEVIATION FROM ENGINEERING PLAN- THESE by Manufacturer. Vent — A 1 5/8.1 42" �..tllLe. [1067 mm] ]Ugx [219 mml OD Max i A Pipe coupling by Contractor. A �—Arched Baffle 12" [305 mm] Octagonal Base Plate long Stub -out g � by Manufacturer. 8 5/8" 1 [219 mm] OD Max _4 VERTICAL AND HORIZONTAL ALIGNMENT OF THE EXISTING ALIGNMENT OF THE Plan View MIRAFI 140N FILTER (OR VariesRiser Vent Swirl Inlet 60" [1524mm] C Arched 38„[965 mm] Baffle J deR7 Awes 12" [305 mm] } " Please see accompanied Aqua -Swirl specification notes. " See Site Plan for actual system orientation. "* Orientation may Vary from 906, 1900, or custom angles to meet site conditions. Rim elevations to match finished grade. HDPE risers can be field cut by Contractor. Crr;ul Backfill shall extend at lea;: 2 feel [610 mm] outward Iran Swirl Concenhator and for null height of the Swirl ilxor,ravalr,r (Including rlser) extending laterally to U 'll-A;1P:-0ri Solis. (see MH Lx:otl Below) Swirl Outlet 24" G [610 mm] [� Backfill (Sand or r' Crushed Stone) Bedding Undisturbed Soil Section A -A Aqua -Swirl Concentrator Model AS -2 HDPE Standard Detail a= SCJ ALLIANCE _= GENERAL STORM DRAINAGE NOTES: a�VERIFY " ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT (800) 424-5555 A MINIMUM OF 1. CONTRACTOR SHALL RECORD ANY FIELD DEVIATION FROM ENGINEERING PLAN- THESE It THIS SHEET RECORDS SHALL BE KEPT ON CONSTRUCTION DRAWINGS AND TURNED OVER TO F ENGINEER UPON COMPLETION OF PROJECT 2. THE CONTRACTOR SHALL VERIFY DIA, LENGTH, CONDITION, PIPE TYPE, SLOPE AND g � VERTICAL AND HORIZONTAL ALIGNMENT OF THE EXISTING ALIGNMENT OF THE AASHTO 13 MIRAFI 140N FILTER (OR PROPOSED POINT OF CONNECTION PRIOR TO CONNECTION AND REPORT ANY m DISCREPANCIES TO ENGINEER PRIOR TO CONSTRUCTION. - 0 3. CONTRACTOR SHALL FURNISH AND INSTALL ALL MATERIALS AND EQUIPMENT DRAIN ROCKC APPROVED EQUAL) ON GRADE NECESSARY TO COMPLETE THIS WORK. N g 4. STATIONS AND OFFSETS FOR CATCH BASINS ARE CALLED OUT TO CENTER OF a 3 O STRUCTURE. S. PIPE LENGTHS ARE CALLED OUT FROM CENTER OF STRUCTURE TO CENTER OF OVERLAP. STRUCTURE. 1B' THICK SAND TREATMENT LAYER. SAND TO BE ASTM 33 WASHINGTON STATE COORDINATE SYSTEM, NORTH ZONE (NAD 1983/1986 ADJ.) AS DETERMINED FROM TIES TO THE 1991 JEFFERSON COUNTY GPS PHOTO CONTROL SURVEY STATIONS f23 AND /9163 DISTANCES SHOWN HEREON ARE GROUND DISTANCES. City of Port Townsend - Public Works Department Standard Detail VANED GRATE PER STD SW -7A SOLID COVER PER STD SW -7B 2"x4"x8" SOLD BRICK 7 USED FOR FINAL AOJUSTMENI TO GRADE. 6' HIGH MAX �. TT 6" OR 12" 6" OR It' CONCRETE BSER SECTION CLA55 4000 CONC PRECAST CONC BASE SECTION W/MAX OF ONE 20'9 KNOCKOUT PER 9 Dr. ENtRAMCE AMCLE TO OE LJMLTED BY KNOCKOUTS CUSS 4000 CONIC PIPE OUTER DIA PLUS CB WALL THICKNESS SHALL NOT EXCEED 20'. )NOTES: 1. ALL JOINTS WILL BE MOTARED IN AND OUT. 2. CATCH BASIN TO CONFORM TO WSDOT STANDARD PIAN 9-1 Detail: Stomlwaler Catch Basin Type 1 SW -3 �, ao City of Port Townsend - Public Works Department 04 Standard Detail 2'•7'11 CAST IRON RING AND o COVER PER WSDOT STD PLANS B -85.10 -DO a r FINISHED GRADE WITH 35 PIPE I / 35 (ASCPIPE ASTM REQUIRED) D-3034 SDR THREADED IV PLUG ,r- 90' BEND OR WYE AS REQUIRED LIP-. 12' CAP W/6" OUTLETSTORM DRAIN GALLERY CLEANOUT DETAIL NTS " CALL BEFORE YOU DIG THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UBUTIES THE CONTRACTOR SHALL CLEANOUT PER a�VERIFY " ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT (800) 424-5555 A MINIMUM OF SURVEY STATIONS #23 AND #9163. It THIS SHEET F x Q w g � 12' PERFORATED n1a5H AASHTO 13 MIRAFI 140N FILTER (OR PIPE GRADE 2' WASHED MIRAFI 140N FILTER (OR DRAIN ROCK -.1 FN415H APPROVED EQUAL) ON TOP � DRAIN ROCKC APPROVED EQUAL) ON GRADE AND SIDES. MIN. 2' z TOP AND SIDES. MIN. 2' O OVERLAP. rn N', OVERLAP. VARIES � GALLERY TOP � - - ELEV. 132.10 �-+-----^--- 0 12' PERF IPEP SO —12' PVC PERF PIPE GALLERY BOTTOM 127.10 s 44 SAND BOTTOM 30' ELEV. 125.60 F 75' - ^ CONTRACTOR TO VERIFY THAT INFILTRATIVE SURFACE MATCHES GEOTECH REPORT. IF DIFFERENT, NOTIFY CONTRACTOR TO VERIFY THAT ENGINEER. INFILTRATIVE SURFACE MATCHES GEOTECH z REPORT. IF DIFFERENT, NOTIFY ENGINEER. y FURNISH k INSTALL TP BOTT 119.50 -- 2-6' PERFORATED PVC OBSERVATION PORTS (PLACE ENDS OF INFILTRATION GALLERY EQUIP W/TH2OPOSITE LOADING COVER & FOOT)PLATE WASHINGTON STATE COORDINATE SYSTEM, NORTH ZONE (NAD 1983/1986 ADJ.) AS DETERMINED FROM TIES TO THE 1991 JEFFERSON COUNTY GPS PHOTO CONTROL SURVEY STATIONS f23 AND /9163 DISTANCES SHOWN HEREON ARE GROUND DISTANCES. City of Port Townsend - Public Works Department Standard Detail VANED GRATE PER STD SW -7A SOLID COVER PER STD SW -7B 2"x4"x8" SOLD BRICK 7 USED FOR FINAL AOJUSTMENI TO GRADE. 6' HIGH MAX �. TT 6" OR 12" 6" OR It' CONCRETE BSER SECTION CLA55 4000 CONC PRECAST CONC BASE SECTION W/MAX OF ONE 20'9 KNOCKOUT PER 9 Dr. ENtRAMCE AMCLE TO OE LJMLTED BY KNOCKOUTS CUSS 4000 CONIC PIPE OUTER DIA PLUS CB WALL THICKNESS SHALL NOT EXCEED 20'. )NOTES: 1. ALL JOINTS WILL BE MOTARED IN AND OUT. 2. CATCH BASIN TO CONFORM TO WSDOT STANDARD PIAN 9-1 Detail: Stomlwaler Catch Basin Type 1 SW -3 �, ao City of Port Townsend - Public Works Department 04 Standard Detail 2'•7'11 CAST IRON RING AND o COVER PER WSDOT STD PLANS B -85.10 -DO a r FINISHED GRADE WITH 35 PIPE I / 35 (ASCPIPE ASTM REQUIRED) D-3034 SDR THREADED IV PLUG ,r- 90' BEND OR WYE AS REQUIRED LIP-. 12' CAP W/6" OUTLETSTORM DRAIN GALLERY CLEANOUT DETAIL NTS " CALL BEFORE YOU DIG THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UBUTIES THE CONTRACTOR SHALL VERTICAL DATUM: NGVD 29 AS DETERMINED FROM TIES TO THE 1991 JEFFERSON COUNTY GPS PHOTO CONTROL a�VERIFY " ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT (800) 424-5555 A MINIMUM OF SURVEY STATIONS #23 AND #9163. It 48 HOURS PRIOR TO ANY EXCAVATION. WASHINGTON STATE COORDINATE SYSTEM, NORTH ZONE (NAD 1983/1986 ADJ.) AS DETERMINED FROM TIES TO THE 1991 JEFFERSON COUNTY GPS PHOTO CONTROL SURVEY STATIONS f23 AND /9163 DISTANCES SHOWN HEREON ARE GROUND DISTANCES. City of Port Townsend - Public Works Department Standard Detail VANED GRATE PER STD SW -7A SOLID COVER PER STD SW -7B 2"x4"x8" SOLD BRICK 7 USED FOR FINAL AOJUSTMENI TO GRADE. 6' HIGH MAX �. TT 6" OR 12" 6" OR It' CONCRETE BSER SECTION CLA55 4000 CONC PRECAST CONC BASE SECTION W/MAX OF ONE 20'9 KNOCKOUT PER 9 Dr. ENtRAMCE AMCLE TO OE LJMLTED BY KNOCKOUTS CUSS 4000 CONIC PIPE OUTER DIA PLUS CB WALL THICKNESS SHALL NOT EXCEED 20'. )NOTES: 1. ALL JOINTS WILL BE MOTARED IN AND OUT. 2. CATCH BASIN TO CONFORM TO WSDOT STANDARD PIAN 9-1 Detail: Stomlwaler Catch Basin Type 1 SW -3 �, ao City of Port Townsend - Public Works Department 04 Standard Detail 2'•7'11 CAST IRON RING AND o COVER PER WSDOT STD PLANS B -85.10 -DO a r FINISHED GRADE WITH 35 PIPE I / 35 (ASCPIPE ASTM REQUIRED) D-3034 SDR THREADED IV PLUG ,r- 90' BEND OR WYE AS REQUIRED LIP-. 12' CAP W/6" OUTLETSTORM DRAIN GALLERY CLEANOUT DETAIL NTS IW Z z x Q w w$o Ot g � „Mo z O �M rn N', Z O U) _J Q H W 0 0 Z Q C/) W I— O Z W Q c� C O Cf) Of C:) Z =Zo Q ¢_ C/) LU LJU Q �tn TA] Q Ly LL LL W PLAN SECTION B -B lig Ir N; rYaVAL 1/!' R (TYP) e TQC � - >_ EUWARO 1i -i"` yx P+a xh ryCl N SECTION NAA—AA w NOTES: 11) FOUNDRY NAME, THIS SIDE TO CURB W/ARROW 4O WHEN LOC40NO GRATE REQUIRED HOLES -NAL AND (DO FOR DUCTILE IRON SHALL BE EMBOSSED WILL RE PROVMDLO IN CASTM To ALLOW ON TOP OF GRATE WITH 1/16' RECESSED LETTERS. FOR TWO 6/0' OIA STARLESS STEEL DESP'NER: SOCKET NFAD CAP SCIL'WS 50,1141 NO © ONE Or H GRATE SHALL BE ACCOMPLISHED BY PART OF HEAD PROTRUDES ABOVE TOP JGBSON ONE OF NA FOLLOWING: OF CASTING. AS wtrGRALr BAST PADS (1-1/7'x3/4'N1/e'). DRAWN BY: B, MACHINE BOTTOM SURFACE OUTSIDE A 17' DIA W HOLM (1) MATERIAL USED SHALL BE DUCTILE IRON APPROVED BY: PER ASTM -A536, 00: dG-53-OL ALL J GBSON CAST NOS SHALL HAVE A BITUMINOUS DATE; CQATNIO. hl,: Apt 1997 r OCT 03 2016 Grate for Catch JOB N0: Basin or Inlet MPP•^�+^ "Y - JEFFERSON COUNTY PUBLIC WORKS 76G F SVS. COUNTY ENGINEER DRAWNG FILE NO: "°°E:k�Mcwaaa was Detail: SW -7C 760.01 SD -02 av: DRAWING NO: ACLFPTNICE By SD -02 Eq- R Yvon From Accepl"nca D°le SHEET NO; 10 OF 12 4.5' SEC. 33, T30N., R1W., W.M. F IC / � r Nyi L------------- -------- IIIL ----------------- I I I ----- Y N I r r I r Y i i M I Y nl I it I II p I o I I I _ I I I II \\ I I l� r i t � I � 1 I T I II I� FB I =$ I II I 1 11 1 I I I I I I I i 1 I I 1 I I I I I I 1 I I I � I � I I \ I J FpjjRCOINERS R04D — 7- I H ; 0 20 40 SCALE N FEET LEGEND: c PORTLAND CEMENT CONCRETE PAVEMENT, �1 SEE DETAIL ON THIS SHEET ADA GRAVEL TRAIL, SEE DETAIL ON THIS SHEET I I CONCRETE SCORING LINES xx PAVING CONSTRUCTION NOTES: W U z 1, CONCRETE BIKE SHELTER PAD TO MATCH SIDEWALK SECTION, SEE■N .- u '3': LANDSCAPE, AND ARCHITECTURAL DRAWINGS FOR ADDITIONAL Z 3 INFORMATION. 5 L m 2. CONCRETE AUTOMOBILE PARKING LOT SURFACE. SEE DETAIL ON _ - � m " j+� Is 3s ' THIS SHEET a 3. CONCRETE SIDEWALK, SEE DETAIL ON SP -02 3 4. 6' WIDE TRAIL, SEE DETAIL ON THIS SHEET. u Z 7 V o Zm " JOINTING NOTES: s U9Z9 1. ALL JOINTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH ACI 330R-08 OR SECTION 3.7 IN THE NRMCA GUIDE SPECIFICATION 2. JOINTS ARE TO ENTER CURVED EDGES W1TH PERPENDICULAR CUTS 3. JOINTS ARE TO BE CUT WITHIN 12 HOURS OF FINISHING. 4, ISOLATION JOINTS ARE TO BE PLACED AROUND FIXED STRUCTURES AND AS NOTED ON PLAN. 5. RECOMMENDED JOINT PLAN MUST BE REVISED TO ACCOMMODATE CONSTRUCTION JOINTS. Z 6. TIE BARS SHOULD BE PLACED ACCORDING TO ACI 33OR-08 SECTION 3.8.3. J O Z zO 7. SPECIAL ATTENTION SHOULD BE GIVEN TO STRUCTURES (DRAINAGE, SEWER,(,7 ~ - z =Z WATER, ETC) NOT SHOWN ON THIS PLAN. Z Q x , an B. THICKENED EDGES SHOULD BE PROVIDED AT ALL PAVEMENT TRANSITIONS. w 9. MAXIMUM JOINT SPACING FOR 5.0 INCHES OF CONCRETE IS 12.5 FT. � Z i z 0 w Q Z ¢� 6.0' 0 O - SUBGRADE COMPACTED TO 90% LY a 3' COMPACTED GRAVEL Q LwL 13- 0.0% 0.0% - a LL LL TRAIL SECTION It NTS EpwnJaa SUBGRADE COMPACTED TO 90% k o n r PORTLAND CEMENT CONCRETE c 3' CRUSHED SURFACE BASE COURSE d Q da s'oMAI ka. • n MS•Lr,%ER• JGBSON III mAVd16Y. W HOLM A.pPRovEDBr: CONCRETE PAVEMENT SECTION JGBSON NTS DATE: OCT 03 2016 CCEPTE AS NOTED CALL BEFORE YOU DIG VERTICAL DATUM: BASIS OF BEARINGS: JEFFERSON COUNTY PUBLIC WORKS SVS. COUNTY ENGNEER THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION NGVD 29 AS DETERMINED FROM TIES TO THE WASHINGTON STATE COORDINATE SYSTEM, NORTH ZONE AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL 1991 JEFFERSON COUNTY GPS PHOTO CONTROL (NAD 1963/1986 ADJ..) AS DETERMINED FROM TIES TO BY: VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING SURVEY STATIONS #23 AND #9163. THE 1991 JEFFERSON COUNTY GPS PHOTO CONTROL ACCEPTANCE THE UNDERGROUND LOCATE LINE AT (800) 424-5555 A MINIMUM OF SURVEY STATIONS #23 AND #'9163, DISTANCES SHOWN BY: 48 HOURS PRIOR TO ANY EXCAVATION. HEREON ARE GROUND DISTANCES. Epp— 2 r.a,. Frwn A—pt.— 0- 760,01 PV -01 PV -01 11 OF SEC. 33, T30N., R1W., W.M. I I �I--fi -'I-'1-1 1 4 --1- -r -1 r- 7 I I I I I` --• � I I I /7 Vii/ Lj I I II II I 1 tl 1 1 1 I II II I I tl r, I w - w a w..Q _ Rc%� w`.--_w- -'1P.. CALL BEFORE YOU DIG VERTICAL DATUM; BASIS OF BEARINGS: THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION NGVD 29 AS DETERMINED FROM TIES TO THE WASHINGTON STATE COORDINATE SYSTEM, NORTH ZONE AND PROTECTION OF ALL EXISTING UTILITIES, THE CONTRACTOR SHALL 1991 JEFFERSON COUNTY GPS PHOTO CONTROL (NAD 1983/1986 ADJ.) AS DETERMINED FROM TIES TO VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CAWNG SURVEY STATIONS 223 AND 69163. THE 1991 JEFFERSON COUNTY GPS PHOTO CONTROL THE UNDERGROUND LOCATE LINE AT (800) 424-5555 A MINIMUM OF SURVEY STATIONS #23 AND 19163. DISTANCES SHOWN 48 HOURS PRIOR TO ANY EXCAVATION. HEREON ARE GROUND DISTANCES. III f I f III / I I l �+.�ly "II tl I — — _� I I I I II I I cll I ( � I I I I L3 I I I _ f TEtl"t= J—=— L II I L� T 1 1 I � I , 1 1 iff //J t I I 1 / I ' / 1 / 1 �J r -1 I I Ii 1 II I I 1 , I I I 1 ) II I I I I M \\ I I 1 ti, 11 I j � I ti \ \\ -I0 \' I K --- _ \ I AV C.. LJCiL--UCT- LEGEND: LIGHTING SCHEDULE ® HANDHOLE p2 AWG. /6 y1�p REMARKS 7AWG#10,AING (LIGHT STO CIRCUIT SERVICE NO. Na NO. CONDUIT fLIGHT POLE HEIGHT LOCATION H 1 PARKING STANDARD 1 1 IGLEON-AA-05-LED-13-B2-2LSSS-bA-27--g-82 0 20 40 Soh w SINGLE SCALE IN FEET 0—.�""� EXISTING PARKING LIGHT >. c N o 30r A S. 3 WIRE NOTE [� 3@9099.85 I 1154840.42 ,� L d 1 CONSTRUCTION NOTE AA -OS -LED -73-82- SA -27 -SP -@2 CONSTRUCTION NOTES: 3B92D&@4 11549}5.6+ W 5 U• FURNISH AND INSTALL LUMINAIRE, POLE, AND 1• Li W Z tl CONDUIT CONNECTION TO JUNCTION BOX PER PROJECT SPECIFICATIONS AND FOUNDATION PER DETAIL ON THIS SHEET. } 0f R J� L2 FURNISH AND INSTALL TYPE 1 JUNCTION BOX PER WSDOT STANDARD PLAN J-40.10-03# �f J Z N f 00 ( L3) CONNECT TO EXISTING POWER SOURCE. �l o L4 RELOCATE EXISTING LIGHT POLE. V ,U, �I +POLE MOUNTING AND BOLT PATTERN DETAILS SHALL BE PER PROJECT SPECIFICATIONS. ALL LUMINARIES SHALL BE INSTALLED WITH VIRIIC09-RIALTO WIRELESS LIGHTING CONTROL MODULE (VIR 008-0-1-2) AND PROGRAMMED AND SETUP WITH COLLEGE AS REOLNRED FOR COMPLETE OPERATION WIRING SCHEDULE LIGHTING SCHEDULE CONDUIT SIZE+ p2 AWG. /6 y1�p REMARKS 7AWG#10,AING (LIGHT STO CIRCUIT SERVICE NO. Na NO. FIXTURE POLE TYPE TYPE POLE HEIGHT LOCATION LAMP SME 1 1 IGLEON-AA-05-LED-13-B2-2LSSS-bA-27--g-82 30' 38927+1.15 11547@4.19 SINGLE 2 EON -AA -05- T3 -BI -2L S5 SA -27 -SF -BI 30r 31B9152.W1 1151765.26 SINGLE 3 9N -AA -05 -TED -TS B2 -7L 5A -27 -SF -B2 0' 3@9099.85 I 1154840.42 SINGLE AA -OS -LED -73-82- SA -27 -SP -@2 30' 3B92D&@4 11549}5.6+ SRd{2,E 5 _ +POLE MOUNTING AND BOLT PATTERN DETAILS SHALL BE PER PROJECT SPECIFICATIONS. ALL LUMINARIES SHALL BE INSTALLED WITH VIRIIC09-RIALTO WIRELESS LIGHTING CONTROL MODULE (VIR 008-0-1-2) AND PROGRAMMED AND SETUP WITH COLLEGE AS REOLNRED FOR COMPLETE OPERATION WIRING SCHEDULE RUN CONDUIT SIZE+ p2 AWG. /6 y1�p REMARKS 7AWG#10,AING 1 ILLUMINATION 'ALL LUNUUII ]HALL Ut SCHLUULL dU PVC UNLLSS UIHLRWISL NOTED. ACCEPTED AS NOTED JEFFERSON COUNTY PUBLIC WORKS 6VS: COUNIVLH". 6TNEER BY ACCEPTANCE BY Entree Z Yeare From Aec+planro Oole im z6 � Z 0 =Zo F -o(1) cn z Q Q 2 = X Q Lu Z in it Lu H zz Z ¢� YO C) Q W �Q L.L_ a LL - W �ONfkRn 11. c f+p � d 011A L JGBSON OHAWN 8Y. W HOLM APPROVED BY. J GBSON DATE: OCT 03 2016 JOBNO 760.01 DRUM FLE TKl: 760 01 L-01 ORAwNONOC IL -01 SHEETm 12 of 12 I? 3 SHRUB PLANTING DETAIL NTS r-1) TREE PLANTING DETAIL NTS NOTE: 1. ANY BROKEN OR CRUMBLING ROOTBALL WILL BE REJECTED. 2. HOLD GRADE 1" BELOW EDGE OF WALK OR CURB. O PRUNE DAMAGED OR DEAD WOOD. DO NOT CUT CENTER LEADER. 3- DARK F WE MULCry HOLD BACK 4" FROM 1 RU NK OF TREE O3 4" HEIGHT WATER SAUCER OBACKFILL SOL MOX OREMOVE ALL BURLAP, WIRE, TAPE, AND WOODEN BOXES BEFORE PLANTING © SET ROOTBALL ON UNDISTURBED SUBGRADE-DO NOT OVER -EXCAVATE OPRUNE ALL DAMAGED OR DEAD WOOD IMMEDIATELY PRIOR TO PLANTING. ODD PLANT PR TWICE AS WIDE AB THE CONTAINER OR MORE OAPPLY MULCH AS SPECIFIED ON PLANS OREMOVE CONTAINER OROUGHEN SIDES OF PLANT PIT. SCORE SIDES OF ROOTBALL OF RGOBOUND PLANTS ONLY. OFLL PLANT PIT WITH SPECIFIED SOL MIX P-CO-JTA-JTAP-05 iO APPLY 1 1l2" - 3" DEPTH MULCH AS SPECIFIED ON PLANS.NOTE: MULCH DEPTH AROUND PLANT BASE MAY BE THINNER. DO NOT BURY PLANT WITH MULCH, OPLANTING PIT TO BE 2X DIAMETER OF ROOTBALL OTOPSOIL AS SPECIFIED ON PLANS OREMOVED PLASTIC CONTAINER PRIOR TO PLANTING GROUNDCOVER PLANTING DETAIL NTS P-CO-JTA-JTAP-06 GENERAL LANDSCAPE NOTES: 1. THE LANDSCAPE ARCHITECTURAL PLANS ARE TO BE USED IN CONJUNCTION WITH THE CIVIL, MECHANICAL, ELECTRICAL, AND ARCHITECTURAL SITE PLANS TO FORM COMPLETE INFORMATION REGARDING THE SITE. 2. LANDSCAPE CONSTRUCTION SHALL CONFORM TO ALL APPLICABLE STATE AND LOCAL CODES AND SPECIFICATIONS. 3. ALL MATERIAL AND WORKMANSHIP SHALL BE MAINTAINED AND GUARANTEED FOR A PERIOD OF 12 MONTHS FOLLOWING THE SUBSTANTIAL COMPLETION DATE. 4. LANDSCAPE CONTRACTOR SHALL EXAMINE THE SITE CONDITIONS UNDER WHICH THE WORK IS TO BE PERFORMED, NOTIFY THE GENERAL CONTRACTOR IN WRITING OF UNSATISFACTORY CONDITIONS. DO NOT PROCEED UNTIL CONDITIONS HAVE BEEN CORRECTED. 5. BEFORE COMMENCING WORK, LANDSCAPE CONTRACTOR SHALL CONTACT APPROPRIATE UTILITY COMPANIES FOR UTILITY LOCATIONS, AND COORDINATE WITH GENERAL CONTRACTOR N REGARD TO LOCATION OF PROPOSED UTILITIES, IRRIGATION SLEEVES, CONDUITS, ETC. 6. VERIFY THAT SUBGRADE PREPARATION HAS BEEN COMPLETED BY THE GENERAL CONTRACTOR TO ACCEPTABLE TOLERANCES PRIOR TO BEGINNING ANY WORK. 7. FIELD MEASUREMENTS: TAKE FIELD MEASUREMENTS AS REQUIRED TO FIT ALL WORK PROPERLY. WHERE WORK WILL BE FITTED INTO OTHER CONSTRUCTION, RECHECK MEASUREMENTS IN FIELD BEFORE FABRICATION. 8. MAKE VERTICAL WORK PLUMB AND HORIZONTAL WORK LEVEL UNLESS OTHERWISE INDICATED IN THE PLANS. 9. COMPLY WITH MANUFACTURERS RECOMMENDATIONS FOR INSTALLING PRODUCTS IN APPLICATIONS INDICATED. 10. CONDUCT CONSTRUCTION OPERATIONS SO THAT NO PART OF FINISHED WORK IS SUBJECT TO DAMAGE DURING SUBSEQUENT CONSTRUCTION OPERATIONS. COVER, FLAG AND PROTECT FINISHED WORK AS NECESSARY TO AVOID DAMAGE. 11. CLEAN SITE AND WORK AREAS DAILY. 12. DO NOT WASH WASTE MATERIAL DOWN SEWERS, DRAINS OR INTO WATERWAYS. DO NOT BURY WASTE MATERIAL ON SITE. DISPOSE OF ALL WASTE MATERIAL AT AN APPROVED WASTE HANDLING FACILITY. 13. ENSURE THAT ALL EQUIPMENT IS MAINTAINED IN WORKING ORDER AND THAT ALL EQUIPMENT IS CLEAN AND FREE FROM LEAKS. 14. SEE PLANTING NOTES FOR PLANT INSTALLATION SPECIFICATIONS. 15. ALL LANDSCAPE AREAS TO BE WATERED BY AN AUTO%tATIC IRRIGATION ,SYSTEM TO BE DESIGNED. PROVIDE OWNER OR OWNER'S REPRESENTATIVE WITH TRAINING ON THE USE OF THE CONTROLLER, AND ALL PRODUCT MANUALS RELEVANT TO THE OPERATION OF THE IRRIGATION SYSTEM. 16. VERIFY IRRIGATION CONTROLLER, TAP, AND BACKFLOW LOCATION WITH OWNE R AND GENERAL CONTRACTOR PRIOR TO INSTALLATION. 17. PRIOR TO FINAL ACCEPTANCE, TEST THE IRRIGATION SYSTEM UNDER THE SUPERVISION OF THE LANDSCAPE ARCHITECT AND OWNER. 18. SUBSTITUTIONS: SUBMIT SUBSTITUTION REQUEST FOR CONSIDERATION. PLANTING NOTES: 1. THE LANDSCAPE CONTRACTOR SHALL LOCATE ALL EXISTING UTILITIES WITHIN THE LIMIT OF WORK AND IS RESPONSIBLE FOR ANY DAMAGE AS A RESULT OF THE LANDSCAPE CONSTRUCTION. 2. ALL TREE AND SHRUB LOCATIONS ARE TO BE STAKED ON SITE FOR APPROVAL BY THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 3. SUBSTITUTIONS: THE LANDSCAPE ARCHITECT SHALL APPROVE ANY SUBSTITUTION. 4. ROOT BARRIER SHALL BE INSTALLED ON ALL TREES WITHIN V OF A CURB OR SIDEWALK. 5. DO NOT PRUNE PLANTS UNLESS DIRECTED TO DO SO BY THE LANDSCAPE ARCHTIECT. 6. CONTAINER STOCK IS PREFERRED FOR ALL PLANTS. IF CONTAINER STOCK IS NOT AVAILABLE FOR TREES, THEN ALL BAB PLANT MATERIAL SHALL HAVE ALL WIRE, TWINE, OR OTHER CONTAINMENT MATERIAL, EXCEPT FOR 100% HEMP BURLAP, REMOVED FROM THE TRUNK AND ROOT BALL OF THE PLANT PRIOR TO PLANTING, REMOVE THE 70P ?)3 OF THE HEMP BURLAPAFTER PLACING PLANT N THE PIT. 7. PLANTING SOIL FOR ALL PLANTING AREAS: a. DO NOT STORE BULK MATERIALS NEAR STRUCTURES, OVER EXISTING PLANTING, OVER UTILITIES, WALKWAYS AND PAVEMENTS. b. PROVIDE EROSION CONTROL MEASURES TO PREVENT DISPLACEMENT OF BULK MATERIALS, DISCHARGE INTO WATERWAYS OR SEWERS, AND AIRBORNE DUST. c. PREPARING PLANTING AND LAWN AREAS, AND SPREADING SOL SHALL BE COMPLETED BY THE LANDSCAPE CONTRACTOR AND SUPERVISED BY THE GENERAL CONTRACTOR SO THAT (TRADES ARE. MET AS NOTED ON THE GRADING PLANS. PLANTING SOIL DEPTH SHALL BE A MINIMUM OF SIX(6) INCHES IN ALL LANDSCAPE BEDS. d. ALL PLANTING AREA SOL SHALL BE 2 -WAY (60% SAND, 40% COMPOST) TOPSOIL FROM AN APPROVED SOURCE. PROVIDE A 1 -QUART SAMPLE FOR APPROVAL PRIOR TO IMPORTNG ANY SOX. TOPSOIL NOT MEETING INDUSTRY STANDARDS FOR COMPOSITION AND NUTRIENTS SHALL BE REJECTED. e. APPLY 2 INCHES OF APPROVED PtANTNG SOL OVER PREPARED SUBGRADE AND TILL INTO TOP 4 INCHES OF SUBSOIL. INSTALL REMAINING PLANTING SOIL TO A MINIMUM OF 4 INCHES SO THE TOTAL MINPAUM DEPTH OF NEW PLANTING SOL IN NO LESS THAN B INCHES. ROLL AND RAKE SMOOTH. ENSURE. NO ROCKS OR OTHER DEBRIS EXCEEDING 3 INCHES IN DLAMETE:R REMAIN. f. IF PREPARED SOIL OR PREPARED SUBGRADE IS RE -COMPACTED, RESTORE AS DIRECTED BY THE LANDSCAPE ARCHITECT. B. MULCH ENTIRE LANDSCAPE AREA TO A DEPTH OF 4 INCHES WITH DARK FINE MULCH. PROVIDE A 1 -QUART SAMPLE FOR APPROVAL PRIOR TO IMPORTING ANY MULCH. 9. MULCH SHALL NOT BE ABOVE OR MORE THAN 172 INCH BELOW ADJOINING SURFACE. MULCH SHALL BE HELD BACK 2.3 INCHES FROM THE STEMS AND TRUNKS OF PLANTS. 10. DURING PLANTING OPERATIONS, KEEP ADJACENT PAVING AREAS CLEAN AND PROTECTED FROM DAMAGE. WORK AREA SHALL BE KEPT CLEAN AND ORDERLY. 11. WATER EACH PLANT THOROUGHLY. 12. DO NOT REMOVE NURSERY TAGS, STAKES, AND TES UNTIL DIRECTED TO DO SO BY THE LANDSCAPE ARCHITECT. 13. WARRANTY: INSTALLER AGREES TO WARRANTY PLANTING THAT FAILS IN MATERIALS, WORKMANSHIP OR GROWH WITHIN A WARRANTY PERIOD OF 12 MONTHS FROM THE DATE OF PLANTING COMPLETION. 14. PLANT SYMBOLS SHALL DICTATE PLANT COUNT. 15. ALL LANDSCAPING SHALL BE PLANTED AND MAINTAINED IN A LIVING CONDITION BY THE CONTRACTOR UNTIL FINAL OWNER ACCEPTANCE. PLANT IMAGES: PLANT SCHEDULE: TREES CODE QTY BOTANICAL NAME CAL AC 6 ACER CIRCINATUM 10' HT MIN i • Vine Maple MR 513 MAHONUA REPENS 3" POT 30" o.c. Rd Creeping Mahonia J i 2 :eAnlel lllKl6ilIS LdiWte� P,. ecxr.o-2r:;rr �e:rt rury:r� rM:•.arc gaPwre Acwmbrum Wider& Iledbdd cerdi.t6&ff ,0 rv.:v:r p,nun: a. e x a [caaaiAy fAJ11vr+�1 Aub /ApKa W[4A�fm pq{ym o�d W J LU O W U 0 Q O od F=- o LU ¢ 4 0 ZNZ Z J W E- o 0 0 ZoZ On Q Z W Of Z LCL g LL, (L nc JEG DRA1YI18'f: AW AFP OM"Y: JEG DATE: MAY 2,2016 NJB NO 760.01 DRAW NG FILE NO: DRAWMNO: 5KEETNa LA -02 OF 2 AR 11 ACER RUBRUM 3" CAL + Red Maple - Cuttivar to match existing CO 14 CERCIS OCCIDENTALIS 2" CAL Western Redbud SHRUBS CODE QTY BOTANICAL NAME SIZE 10 PM 88 POLYSTICHUM MUNITUM Western Sword Fern 1 GAL RR 44 ROSA RUGOSA Rugosa Rose 5 GAL O VO 25 VACCINIUM OVATUM Evergreen Huckleberry 5 GAL PERENNIALS CODE QTY BOTAN CAL NAME SIZE O CK 41 CALAMAGROSTIS 'KARL FOERSTEW Feather 5 GAL Reed Grass EP 44 ECHINACEA PURPUREA 1 GAL O Purple Coneflower FG 197 FESTUCA GLAUCA 1GAL + Blue Fescue RB 108 RUDBECKIA FULGIDA 1 GAL 0 Conefbwer GROUND COVERS CODE QTY BOTANICAL NAME CONT SPACING MR 513 MAHONUA REPENS 3" POT 30" o.c. Rd Creeping Mahonia J i 2 :eAnlel lllKl6ilIS LdiWte� P,. ecxr.o-2r:;rr �e:rt rury:r� rM:•.arc gaPwre Acwmbrum Wider& Iledbdd cerdi.t6&ff ,0 rv.:v:r p,nun: a. e x a [caaaiAy fAJ11vr+�1 Aub /ApKa W[4A�fm pq{ym o�d W J LU O W U 0 Q O od F=- o LU ¢ 4 0 ZNZ Z J W E- o 0 0 ZoZ On Q Z W Of Z LCL g LL, (L nc JEG DRA1YI18'f: AW AFP OM"Y: JEG DATE: MAY 2,2016 NJB NO 760.01 DRAW NG FILE NO: DRAWMNO: 5KEETNa LA -02 OF 2