Loading...
13-105216QENEML., N-QIE5 1. ALL WORK SHALL BE IN ACCORDANCE WITH CITY OF FEDERAL WAY ENGINEERING DESIGN AND CONSTRUCTION STANDARDS, AND WSDOT STANDARDS AND SPECIFICATIONS. 2, ALL SIDEWALK RAMPS WITHIN PROJECT LIMITS SHALL BE ADA COMPLIANT TO THE MAXIMUM EXTENT FEASIBLE. 5ymug QESQBIPTION RIGHT-OF-WAY 0 CHANNELIZATION NOTE 4 CURVE DATA NOTE F-71 m CONSTRUCTION NOTE (jD SIGN NOTE QHANbjELjZ.AT-1Qbj,N G WHITE CROSSWALK PER CITY OF FEDERAL WAY DRAWING 3-20. 41N WHITE EDGE LINE PER CITY OF FEDERAL WAY DRAWING 3- i 7. 8IN WHITE WIDE LINE PER CITY OF FEDERAL WAY DRAWING 3-18. WHITE STOP LINE PER CITY OF FEDERAL WAY DRAWING 3-20. 41N YELLOW DOUBLE CENTER LINE (DYCL) PER CITY OF FEDERAL WAY DRAWINGS 3-17 AND 3-19. WHITE TYPE 2SL TRAFFIC ARROW PER CITY OF FEDERAL WAY DRAWING 3-21. 07 41N WHITE EXTENSION LINE PER CITY OF FEDERAL WAY DRAWING 3-17. 08 GORE AREA PER DETAIL 6 ON SHEET CH02. \Z-) Qj GORE AREA PER DETAIL C ON SHEET CH02. 41N WHITE LANE LINE PER CITY OF FEDERAL WAY DRAWING 3-18. 11. NOT USED. @ NOT USED. 13 NOT USED. 14 WHITE TYPE 3SR TRAFFIC ARROW PER CITY OF FEDERAL WAY DRAWING 3-21. Q05BUCT10 N9M D] INSTALL SIGN ON PROPOSED LIGHT POLE PER wSDOT STANDARD PLAN G-30.10-02, INSTALL FIXED TYPE III BARRICADE PER CITY OF FEDERAL WAY DRAWING 3-15. mmi!g1ming IIIRIGHT LANE MUST TURN RIGHT (:D R3-7R 24"X24' PROPOSED-- RIGHT--OF-WAY E ®. c 1 T.21 N. R AE. W.M. 1. SEE SHEET CH02 FOR DESIGN DATA BOX. 340TH STA 10+79.5 ND BEGIN DYCL, 6.OFT RT BEGIN DYCL RADIUS (R=206FT), 6.OFT' RT END ND WIDE LINE, 6.OFT LT BEGG IN WIDE LINE RADIUS (R=194FT), 6.OFT LT 340TH STA 10+64.5 r �C IN DYCL, 6.OFT RT 6 BEGIN WIDE LINE, 6.OFT LT PROPOSED PROPOSED FACE OF CUR 7 PROPOSED OF SIDE-N-A-L-F-7 PROPOSED I /RlrHT- F-V R=35FT 20.2 `--R=35F1' /,-R=60FT R=50FT 0T ..... ..... eci .0ou 12. g0,c'00" + R=60F­r "�R=50FT 799 0 .0Ft too t"Al + \--R=.50FT 0 R=36.6FT(EX) - ----------- =34.5FT(EX) (h tM A 1�1 g < 2 0 .6FT!, cn ZP XT Ln :1 1 \0 EXISTING BACK OF SIDEWALK 2 15�1 EXISTING RIGHT-OF-WAY EXISTING FACE OF CURB EXISTING RIGHT-OF-WAY QNP P R OWJ T 11 6TH AVE S STA 8+07.5 DATE REVISION BY DATE DESIGNED BY SKC 05/22Z14 DRAWN BY BMK 05/22/141 L RE -VIEWED BY KRC 05Z2.2-Z1_4 I I ransiz,0GROUP 11730 11 STH AVENUE NE, SUITE 600 (TEL) 425 821-3665 KIRKLAND, WASHINGTON 98034 (FAX.) 425 825-8434 CURVE DATA DESCRIPTION PC STA PT STA P11 STA A R TANGENT L SR 99 797+82.1 808+63.9 8013+29.5 21*,38e'-4j-" 1865,OFT 547,4FT I 081.81--T 16TH AVE S/ > 9+26.6 8+88.9 7236'03" 70-8FT 52.OFT 12 S 340TH ST 16TH AVE S/ < 10 +79.4 + 1140.0 1 11+10.0 17*22'13" 200.OFT' 30.61FT 60.6Ff S 340TH ST CL \3> SR99 uCITY OF FEDERAL WAY 44dow C" OF FEDERAL WAY JPPP" 12.5 50 APPROVED BY 0 25 7 1 5 1 DATE STATE ROUTE 99 MP 8.56 TO MP &67, FEDERAL WAY PROGRESSIVE CH01 S 340TH ST INTERSECTION MAY 2014 CHANNELL ZATION PLAN 1 Of 2 M:\12\12152M - Federal Way Plogfessivi\Engirmirig\CAD\Sheets\CHOI.dwg<CH01 - 3"h City>Xi.4 Liu 5/22/2014 4:54 PM SEE C * 2 0 & 2 1 T.21 N. R.4E. W.M. N _Q IES 1. SEE SHEET CH01 FOR LEGEND, CHANNELIZATION NOTES, GENERAL NOTES, AND CONSTRUCTION NOTES. 340TH STA 13+81.0 END EDGE LINE RADIUS, 12.OFT LT END DYCL RADIUS, O.OFT LT END EDGE LINE RADIUS, 12.OFT RT STA 13+70.0 12.OFT LT EDGE LINE RADIUS (R-197.OFT) Q o z Aw 340TH STA 13+54.5, - O.OFT LT__ END DYCL RADIUS - - END DYCL RADIUS BEGIN DYCL RADIUS (R=185.OFT) -OF--WAY 340TH STA 13+01.5, 5.OFT LT BEGIN DYCL RADIUS (R= 187FT) 12+41.5. 6.OFT LT ,5, 13.OFT LT A 12+35.5, O.OFT 340TH STA 1 1 + 15.5 RIGHT TURN ARROW, 13.0F] LT LEFT---THRU TURN ARROW, {LOFT LT 0 i 340TH STA 13+55.0, 12.OFT RT r END EDGE LINE RADIUS BEGIN EDGE LANE RADIUS (R= 173.OFT) 2 340TH STA 12+91.5 6.0FT RT ND DYCL RADIUS DESIGN DATA STATE ROUTE 99 (PACIFIC 16TH AVE 340TH ST HIGHWAY) FUNCTIONAL U 1-URBAN _ CLASS: PRINCIPAL ARTERIAL HIGHWAY DESIGN U M/A-2 - CLASS: NHS STATUS., NHS HWY DESIGN MATRIX: MATRIX 3-LINE 14 ACCESS CONTROL: MANAGED ACCESS, CLASS 4 WB-50 (SR 99 TO 'VEHICLE: 16TH) WB-50 (SR 99 TO SU (SR 99 TO DESIGN SU (SR 99 TO 16TH) 340TH) 340TH) POSTED/DESIGN 4OMPH/40MPH 35,MPH/35MPH 25MPH/25MPH SPEED: TERRAIN: ROLLING - - TRUCK 2% PERCENTAGE: CURVE DATA DESCRIPTION PC STA PT STA PI STA , A R TANGENT L SR 99 0 797+82.1 808+63,9 80,E+29.5 2 1'38'4" 2865.Or f 547.4FT 1081.8FT 16'H AVE S/ 0 10+73.�- 1 1--4-a.O 1 1 +1 t}.Q 17' 22' 13" 200.0FT 3O.bF-i 60.6iI`T S 340TH ST �. 16TH AVE S/ � 3 2+lO.7 15---63,7 " �#-�-�-:ii�.1 9t�"45'9" 1 t3�i.aFT 187.4F-T� 29;3.OF -i� S 340TH ST -OF-WAY 1 BEGIN DYCL RADIUS ;R=181,0FT) SR99 ®56 . � 340TH STA STA 12+92.0 1€ .OFT RT STA BEGIN EDGE LINE RADIUS (R=169.OFT) EXISTING 340TH STA 12+70.5 6.OFT RT EXISTING FACE OF CURB END DYCL RIGHT -OF- 6.&FT ,�, �. , �. BEGIN DYCL RADIUS (R=179.OFT) EXISTING PROPOSED FACE OFCURD °,.�..' ,; ..' .., �. _ ... _ _._ _ 7.2F�1' � _. __. 10.9Fi' FACE OF CURB " 21.4FT 0 , VAY _._ 2 _ N22749'39" 795+00 9.8FTf - I 794+00 12.0E _._. 12.61 T 793+00 _ 1 1.0fi _ 7.5pT A OFT 340TH STA 11 +40.0 END DYCL, RADIUS, 6.OFT RT BEGIN DYCL, 6.OFT RT END WIDE LINE RADIUS, 6.OFT LT BEGIN WIDE LINE, 6.OFT LT DATE REVISION BY DATE DESIGNED BY SKC 05 22 14 DRAWN BY BMK 05 22 14 REVIEWED 8Y KftC 05 22 14 PROPOSED PROPOSED RIGHT--OF-WAY Ek RIGHT-OF-WAY WAY r3' 0.5' CURB ' 0.5' CURB 6' 4' 14' 6' 1 6' 14' 4' � 6' t EB EB' WB RIGHT-TURNAFT-iiURN THROUGH � ca I (n CL i a. U) I TYPICAL. SECTION CC (34QTH Lt�OKINo WEST) NOT TO SCALE 0 6.5 .a. -� EXISTING EXISTING FACE OF CURB EXISTING _ FACE OF CURB EXISTING t DRIVEWAY RIGHT-OF-WAY DIRECTION OF TRA-VEL 20FT DIRECTION OF TRAVEL DETAIL GORE AREA STRIPING NOT TO SCALE DIRECTION OF TRAVEL DIRECTION OF EL DETAIL C GORE AREA STRIPI NOT TO SCALE SR99 T� M �k �'ns�GPC�UP 11730 118TH AVENUE NE, SUITE 600 (TEL) 425 821-3665 CITY OF FEDERAL WAY KIRKLAND, WASHINGTON 98034 (FAX) 425 825-8434 C" OF FEEDERAL WAY *lp"F 12.5 50xe APPROVED. BY: DATE: «. 0 25 75 STATE ROUTE 99 MP 8.56 TO MP 8.67 FEDERAL WAY PROGRESSIVE C 0 340TH ST INTERSECTION MAY 2914 CHAN ELIZATION PLAN 2 OF 2 tk\12\1215200 - Fcdcrol Way Progressive\E4neering\CQ\Sheets\CHOl.d"<CH02 -- 340th C ty>Xiao} Uu 5/22/ 2014 4:54 PM EXISTING SERVICE BREAKER SCHEDULE PANEL BREAKERS VOLTAGE BREAKER AMPS CONTACTOR AMPS I _4 SIGNAL PHASING 01 02 03 04 07 08 PROPOSED—i NOTE: PHASE 4 AND 8 SPLIT RIGHT-OF-WAY lw PROTECTED VEHICLE MOVEMENT PROPOSED BACK OF SIDEWALK PERMITTED VEHICLE MOVEMENT PEDESTRIAN MOVEMENT PROPOSED PLANTER PROPOSED PROPOSED BLANK BLANK 0 0 0 2 82 J 81; POSED < OF SIDEWALK 11 -OF-WAY UEUA2.0 2 1 ToU 1 N. Re4E< W.M. EXISTING FACE OF CURB \ EXISTING BACK OF §1_5_E�WALK EXISTING RIGHT -OF CO' CO! § 9 IS: rV -- - ---------- --- 8 2 6 VDB' 5 2 00 41 7 C2 PROPOSED VIDD BACK OF SIDEWALK ...... 19 '00 PROPOSED RIGHT-OF-WAY DATE REVISION BY DATE DESIGNED BY BMK DRAWN BY 8MK 07/09/14 REVIEWED BY KRC STING ,A EXISTING UOD D _Q_E5QRIPTIQN RIGHT-OF-WAY CONDUIT CONSTRUCTION NOTE SIGNAL POLE CONSTRUCTION NOTE L WIRE NOTE (X) SIGN NC)TE_ SIGNAL POLE AND MAST ARM PEDIESTRIAN SIGNAL POLE PEDESTRIAN PUSHBUTON POLE VEHICLE SIGNAL HEAD PEDESTRIAN SIGNAL HEAD EMERGENCY PREEMPTION DETECTOR WITH INDICATOR LIGHT LUMINAIRE .... U MASTARM MOUNTED STREET NAME SIGN MASTARM MOUNTED REGULATORY SIGN --A ELECTRICAL SERVICE CABINET SIGNAL CONTROLLER CABINET JUNCTION BOXES (TYPE 1, 2, 8) PEDE51'RIAN PUSHBUTTON VIDEO DETECTION CAMERA (VDC) SIGNAL HEAD ASSIGNMENT 12'$ R 12" R 12" R 12"F R 12" Y 12)) y 12 Y 12" y 12" FY 12" G 12" G 12*1 G±2 12 12" HEADS HEAD IIF=6P- &.6" 21 , 2/"' 51, 52 41 42.- 81 82, 83, PLUESTRIAN HE PEDE-S'LRIAN HE6D SIGN LEGEND 28 68.i69 m ift 12, racl Ic J_ BUM ? 6 D,3-401 *SIGN AND LETTER SIZING ING PER CITY OF FEDERAL WAY OF SIDEWALK STANDARD DRAWING 3-49A. AXISTJN_Q NG 9 0 -OF-WAY30 j 48-1 RJQ MUD S 43"' 4 0 P1 .115'2" 2.:.ve MY OF F�� WAY i. 6 L APPROVED BY: DATE- 123,--JA (MOD) STATE OUT 99 MP 8.56 TO MP 8.67 rans"00-ROUP FEDERAL WAY PROGRESSIVE TSO 1 S 340TH ST INTERSECTION 11730 118TH AVENUE NE, SUITE 600 (TEL) 425 821-3665 CITY OF FEDERAL WAY MAY 2014 KIRKLAND, WASHINGTON 98034 (FAX) 425 825-8434 TRAFFIC SIGNAL PLAN . I OF 5 PRE-EMPTION SCHEDULE CIRCUIT PHASE(S) A & 4 c D 8 NQITE SEE SHEET TS02 FOR GENERAL NOTES, CONSTRUCTION NOTES, LUMINAIRE POLE SCHEDULE AND WIRING SCHEDULE. ISR99 L 16 Ave 50"' A. .23--lA (MOD) federol Way Kinney '1/9/9014 11:50 AM I _Ix Vj EXISTING TYPE III SIGNAL POLE AND APPURTENANCES TO REMAIN. REMOVE EXISTING STREET NAME SIGN AND INSTALL ONE NEW STREET NAME SIGN ON THE MASTARM. REMOVE EXISTING PEDESTRIAN SIGNAL HEADS AND PEDESTRIAN PUSHBUTTONS FROM THE POLE: REMOVE EXISTING LUMINAIRE FROM ARM. INSTALL ONE FLAT LENS COBRA HEAD MEDIUM -CUTOFF -TYPE III DISTRIBUTION LUMINAIRE WITH 40OW HPS LAMP AND BALLAST ON THE LUMINAIRE ARM. INSTALL ONE VIDEO DETECTION CAMERA ON THE LUMINAIRE ARM. INSTALL TYPE III SIGNAL POLE WITH 63FT MASTARM. INSTALL TWO VEHICLE SIGNAL HEADS, ONE PREEMPTION DETECTOR WITH INDICATOR LIGHT, ONE VIDEO DETECTIONHEAQW RA, AND ONE STREET NAME SIGN ON THE MASTARM, INSTALL ONE VEHICLE SIGNAL W ONETERMINAL CABINET AND ONE FLAT LENS COBRA HEAD MEDIUM - CUTOFF -TYPE III DISTRIBUTION LUMINAIRE WITH 40OW HPS LAMP AND 1OFT ARM AT 40FT MOUNTING HEIGHT ON THQ POLE. INSTALL ONE VIDEO DETECTION CAMERA ON THE LUMINAIRE ARM, TOP OF FOUNDATION SHALL BE FLUSH WITH TOP OF SIDEWALK. EXISTING TYPE PS POLE TO REMAIN. REMOVE EXISTING PEDESTRIAN PUSHBUTTON (PPB) AND INSTALL NEW PEDESTRIAN PUSHBUTTON (PPS) ASSEMBLY ON THE POLE. Rl_:PAIR ANY HOLES WITH A WATERTIGHT SEAL, 1@ EXISTING TYPE II SIGNAL POLE AND APPURTENANCES TO REMAIN. REMOVE EXISTING STREET NAME SIGN: AND INSTALL ONE NEW STREET NAME SIGN ON THE MASTARM. REMOVE EXISTING LUMINAIRE FROM ARM. INSTALL ONE FLAT LENS COBRA HEAD MEDIUM-CUToFF-TYPE III DISTRIBUTION LUMINAIRE WITH 40OW HPS LAMP AND BALLAST ON THE LUMINAIRE ARM. INSTALL ONE VIDEO DETECTION CAMERA ON THE LUMINAIRE ARM. INSTALL TYPE PS POLE. INSTALL ONE PEDESTRIAN PUSH BUTTON (PPB) NSSEMBLY AND ONE PEDESTRIAN SIGNAL HEAD (TYPE 0 TOP MOUNT) ON THE POLE. TOP OF FOUNDATION SHALL BE FLUSH WITH BOTTOM OF FINISH SIDEWALK, INSTALL TYPE PPS POST. INSTALL ONE PEDESTRIAN PUSH BUTTON (PPB) ASSEMBLY ON THE POLE. % INSTALL TYPE III SIGNAL POLE WITH 24FT MASTARM. INSTALL TWO VEHICLE SIGNAL HEADS AND ONE STREET NAME SIGN ON THE MASTARM. INSTALL ONE VEHICLE SIGNAL HEAD ONE PEDESTRIAN SIGNAL HEAD, ONE TERMINAL CABINET, AND ONE FLAT LENS COB RA' HEAD MEDIUM--CUTOFF-TYPE III DISTRIBUTION LUMINAIRE WITH 40OW HPS LAMP AND IOFT ARM AT 40FT MOUNTING HEIGHT ON THE POLE. INSTALL. ONE VIDEO DETECTION CAML:,RA ON THE LUMINAIRE ARM. 'a w INSTALL TYPE 11 POLE WITH 431=F MASTARM. INSTALL ONE VEHICLE SIGNAL HEAD AND ONE REGULATORY SIGN ON THE MASTARM FOR NORTHBOUND TRAFFIC. INSTALL ONE VEHICLE SIGNAL HEAD, ONE PEDESTRIAN SIGNAL HEAD (TYPE E SIDE MOUNT), ONE PEDESTRIAN PUSHBUTTON (PPB) ASSEMBLY, AND ONE TERMINAL CABINET ON THE POLE. TOP OF FOUNDATION SHALL BE FLUSH WITH SOI70M OF FINISH SIDEWALK. ID REMOVE EXISTING SIGNAL POLE AND APPURTENANCES. REMOVE EXISTING FOUNDATION ENTIRELY FROM THE SITE. �g INSTALL FLAT LENS COBRA HEAD MEDIUM CUTOFF TYPE III DISTRIBUTION 1-UN41NAIRE WITH 40OW HPS LAMP AND 12FT ARM ON THE POLE AT 40FT MOUNTING HEIGHT, PER CITY OF FEDERAL WAY STANDARD DRAWINGS NO. 3-38, 3-39, 3-39A, AND 3-398. �5 PSE TO INSTALL FLAT LENS COBRA HEAD MEDIUM CUTOFF TYPE III DISTRIBUTION LUMINAIRE WITH 25OW HPS LAMP AND 8FT ARM AT 30FT MOUNTING HEIGHT ON EXISTING PSE WOOD POLE. ABANDON EXISTING VEHICLE DETECTION LOOP. �g EXISTING CONTROLLER CABINET TO REMAIN. �g ADJUST EXISTING JUNCTION BOX TO SIDEWALK GRADE. REPLACE EXISTING Lit) WITH ADA COMPLIANT NON-SKID LID. EXISTING ELECTRICAL SERVICE CABINET TO REMAIN. MODIFY ILLUMINATION CIRCUITS SUCH THAT ALL EXISTING LUMINAIRES ON EXISTING CIRCUITS A AND 8 AND ALL PROPOSED LUMINAIRES ON NEW SIGNAL POLES ARE ON CIRCUIT A. SEE ILLUMINATION SHEET FOR CONDUIT AND CONDUCTOR DETAILS, V..fo INSTALL TYPE PS POLE. INSTALL TWO PEDESTRIAN PUSHBUTTON (PPB) ASSEMBLIES WITH AUDIBLE SPEECH MESSAGES AND TWO PEDESTRIAN SIGNAL HEADS (TYPE E MOUNT) ON THE POLE. TOP OF FOUNDATION SHALL BE FLUSH WITH BOTTOM OF FINISH SIDEWALK. EXISTING LUMINAIRE TO REMAIN. B-M SEE SHEET TS01 FOR LEGEND. WIRING SCHEDULE (SHEET TS01) NO RACEWAY CONDUIT SIZE VEH DETECT 2C (SH) E/V INDICATOR 2C E/V DETECT 3C(SH) VEH HEAD 5C ppa 2C(SF) PED t HEADCPPB VEH HEAD 8C ILLUM #8 VIDEO CABLE ETHERNET CABLE % FILL EX. NEW EX, NEW Ex. NEW EX. NEW EX. NEW EX. INEW­ EX. NEW EX. NEW, EX NEW 1 4" E X 1 3 4 2 2 1 2 3 25.1 3" Ex 12 1 1 19.4 2 1773t3 3" SCH80_ - - --------- __J4 J_ 2 2 2 1 23.7 SPARE (EMPTY WITH PULL ROPE) 4" SCH80 .. .... SCH40 2 1 2 1 113.2 4 2" SCH40 108.8 5 3" SCH40 4 3 3 2 1 25,7 6 2" SCH40 2 0 5. 4 7 2" SCH40 1 1 09.2 8 - 3" SCH40 1 1 2 2 1 13.4 9 2" SCH40 2 1 1 17.2 10 - 4" Ex 29 3 2 3 1 1 32,8 3" EX 1 1 6 2 2 2 3 2 39.91 11 2 E X 2 21 29.7 12 2" SCH40 2 2 16.6 13 2" Ex 1 2 2 1 26.1 14 NOTES- 3 EX 2 2 2 1 3 16.1 I 1. INSTALL ONE NO. 8 GROUND WIRE IN EACH UTILIZED PVC CONDUIT. 2. ADDITIONAL EXISTING CONDUIT AND CONDUCTORS NOT SHOWN. LUMINAIRE POLE SCHEDULE AN POLE NO. POLE ID STREET STATION POLE OFFSET WATTAGE DISTRIBUTION MOUNTING HEIGHT ARM LENGTH Svc # CKT # COMMENT ul PSE POLE SR99 EX EX 250 m-C-111 34FT 8FT EXISTING WOOD POLE PSE POLE SR99 EX EX 250 M-C-111 3OFT 8FT EXISTING WOOD POLE 3--------- 4250-1 -SL-01 SR99 - T-r-T 46-.7f M-C-111 40FT 12FT EX A 19-7 ±e, �-7 L� �2 s- 4,0 'A- S� p e,, t. e J� k u c -4 1 o t&, DATE- REVISION BY DATE -DESIGNED BY BMK 07ZO9/14 -DRAWN BY BMK 07/09/14_ REVIEWED BY KRC 07/09/141 M:ti,I?\QI52,00 - Federal Way Pragressiie\E" -1/g/2014 M.51 AM Kinney ALL WORK SHALL BE IN ACCORDANCE WITH. THESE PLANS, CITY OF FEDERAL 'NAY STANDARDS AND SPECIFICATIONS, WSDOT STANDARD PLANS AND SPECIFICATIONS, AND THE SPECIAL PROVISIONS, UNLESS OTHERWISE NOTED. 2, VEHICLE SIGNAL HEADS SHALL HAVE 12" LED LENSES, POLYCARBONATE TUNNEL VISORS, SQUARE DOORS, 5-INCH POLYCARBONATE BACKPLATES, AND SHALL BE FIAINTED DU�TI�GEHAROWA,R BACKPLVTEH SHALL HAVE5H'ALLLBE REFLECTORIZED TAPE INSTALLED AROUND THE �EDGES,ME FOR CLE SIGNAIS AS FOLLOWS PER WSDOT STANDARD PLANS J-75.10-01 AND J-75,20-00: MAST ARM MOUNTED: TYPE M POLE SHAFT MOUNTED: TYPE E POST TOP MOUNTED: TYPE D 3. PEDESTRIAN PUSH-BUTTON ASSEMBLIES SHALL BE PER CITY SPECIAL PROVISIONS. 4. ALL PREEMPTION DETECTORS SHALL INCLUDE AN INDICATOR LIGHT. 5. THE LOCATIONS OF EXISTING FEATURES SHOWN ARE APPROXIMATE AND SHALL BE VERIFIED IN THE FIELD BY THE CONTRACTOR PRIOR TO COMMENCING WORK, INCLUDING THE VERIFICATION Or EXISTING CONDUIT AND JUNCTION BOX SIZES. 6. ALL WORK SHALL BE CONSISTENT WITH UTILITY AGENCY RIiNG LONNPERTINENT UTILITY AGENCIES 48 HOURS PRIOR TOCOMMENWORK, AND SHALL COORD'INATE WITH AFFECTED UTILITY AGENCIES THROUGHOUT THE PROJECT. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING UTILITIES, THE CONTRACTOR SHALL NOTIFY THE AFFECTED UTILITY COMPANY AND CITY IMMEDIATELY UPON DAMAGE AND BE RESPONSIBLE FOR REPLACING ANY DAMAGED EQUIPMENT TO THE SATISFACTION OF THE AFFECTW UTILITY COMPANY AND/OR CITY. 8, THE CONTRACTOR SHALL SUBMIT A REQUEST TO THE CITY FOR MATERIALS APPROVAL. PRIOR TO PROCEEDING WITH ORDERING. CONTRACTOR SHALL PREPARE AND SUBMIT SHOP DRAWINGS AS REQUIRED, 9. THE CONTRACTOR SHALL MAINTAIN AND PROTECT ALL EXISTING TRAFFIC SIGNAL AND STREET LIGHTING EQUIPMENT DURING CONSTRUCTION, UNLESS OTHERWISE NOTED IN THE PLANS OR BY THE ENGINEER, OR APPROVED . BY THE CITY. 10, ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE FEDERAL WAY REVISED CODE (t-WRC,), APPLICABLE ORDINANCES, AND THE CITY CONDITIONS OF PROJECT APPROVAL. THESE DOCUMENTS ARE SUPPLEMENTED BY THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION (WSDOT/APWA), THE KING COUNTY ROAD STANDARDS (KCRS), AND THE KING COUNTY SURFACE WATER DESIGN MANUAL (SWDM). 11. THE DESIGN ELEMENTS WITHIN THESE PLANS HAVE BEEN REVIEWED ACCORDING TO THE FEDERAL WAY ENGINEERING REVIEW CHECKLIST. SOME ELEMENTS MAY HAVE BEEN OVERLOOKED OR MISSED BY THE. CITY PLAN REVIEWER. ANY VARIANCE FROM ADOPTED STANDARDS IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CITY, PRIOR TO CONSTRUCTION. 12. APPROVAL OF THIS TRAFFIC SIGNAL PLAN DOES NOT CONSTITUTE AN APPROVAL OF ANY OTHER CONSTRUCTION (I.E., DOMESTIC WATER CONVEYANCE, SEWER CONVEYANCE, GAS, ELECTRICITY, ETC.). 13. A COPY OF THESE APROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 14. CONSTRUCTION NOISE SHALL BE LIMITED AS PER FEDERAL WAY CITY CODE (15ECTION 22-1006); NORMALLY TEAS IS 7AM TO 5PM MONDAY THROUGH SATURDAY. 15. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN ALL CONSTRUCTION EASEMENTS NECESSARY BEFORE i INITIATING OFF -SITE WORK WITHIN 'THE ROAD RIGHTS -OF -WAY. 16. FRANCHISED UTILITIES OF OTHER INSTALLATIONS THAT ARE NOT SHOWN ON THESE APPROVED PLANS SHALL NOT BE CONSTRUCTED UNLESS AN APPROVED SET OF PLANS THAT MEET ALL CITY REQUIREMENTS AND THE REQUIREMENTS OF KCRS CHAPTER 8 ARE SUBMITTED TO THE CITY AT LEAST THREE DAYS PRIOR To CONSTRUCTION. 17. OPEN CUTTiNG OF EXISTING ROADWAYS IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE DIRECTOR OF PUBLIC WORKS AND NOTED ON THESE APPROVED PLANS. ANY OPEN CUT SHALL BE RESTORED IN ACCORDANCE WITH KCRS 8.03 (B)3. 18. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEkTH, AND SAFEW OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK COVERED BY THE CONTRACTOR. ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE AT LEAST ONE FLAGGER FOR EACH LANE OF TRAFFIC AFFECTED. ALL SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 1-07.23-TRAFFIC CONTROL, SHALL APPLY. 19, THE CONTRACTOR SHALL PROVIDE AND INSTALL ALL REGULATORY AND WARNING SIGNS PER THE LATEST EDITION OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. 20. ALL REPLACED EQUIPMENT SHALL BECOME THE CONSTRUCTION REPRESENTATIVE'S PROPERTY UNLESS NOTED OTHERWISE ON THE PLANS OR IN THE SPECIFICATIONS. 21. UTILITY LOCATIONS ARE APPROXIMATE AND SHALL BE VERIFIED IN THE FIELD BY THE CONTRACTOR PRIOR TO ANY SIGNAL WORK. 22. PEDESTRIAN SIGNAL HEADS SHALL BE LED COUNTDOWN UNITS, WITH Z-GRATE VISORS AS MANUFACTURED BY DIALIGHT. MOUNTS SHALL BE TYPE D OR E PER WSDOT STANDARD PLAN J-75.10-01. 23. JUNCTION BOXES SHALL BE TYPE 1, 2 AND 8 PER WSDOT STANDARD PLANS J-40.10-02 AND J-40.30­02, 24. ALL SPARE CONDUIT SHALL CONTAIN A PULL ROPE AND BE CAPPED FOR FUTURE USE. 25. CONDUIT RUNS AND JUNCTION BOX LOCATIONS ARE SHOWN FOR ILLUSTRATIVE PURPOSES- ACTUAL LOCATIONS SHALL BE DETERMINED BY THE CONTRACTOR IN THE FIELD AND APPROVED BY THE INSPECTOR PRIOR TO INSTALLATION. 26. CONTRACTOR SHALL ADJUST JUNCTION BOX LIDS TO BE FLUSH WITH TOP OF SIDEWALK. JUNCTION BOXES WITHIN SIDEWALK SHALL HAVE NON -SLIP LIDS. 27. CONTRACTOR SHALL LOCATE PEDESTRIAN PUSH BUTTON TO CURRENT ADA STANDARDS. ENGINEER SHALL VERIFY SURVEY STAKED POLE LOCATIONS PRIOR TO EXCAVATION. 28. CAP AND ABANDON EXISTING UNUSED CONDUIT. 29, REMOVE ALL EXISTING CONDUCTORS CONNECTED TO EXISTING SIGNAL EQUIPMENT TO BE REMOVED. 30. CONTRACTOR SHALL. INSTALL 48" BY 48" W20-901 "TRAFFIC REVISION AHEAD;' SIGNS ON 4" BY 6" POST AT THE LOCATION SPECIFIED BY THE ENGINEER. SIGNS SHALL BE REMOVED ON DATE SPECIFIED BY ENGINEER. CM OF FEDEFL4L WAY 31. ALL SIGNAGE SHALL COMPLY WITH MUTCD STANDARDS AND SHALL BE BRACED AND INSTALLED PER WSDOT STANDARD PLAN G-30.10.01. APPROVED BY: DATE, SR99 STATE ROUTE 99 MP 8.56 T0M­P 1. -, 8 1 .6 1 7 - FEDERAL WAY PROGRESSIVE TS02 340TH ST INTERSECTION 11730 1 18TH AVENUE NE, SUITE 600 (TEE) 425 821-3665 CITY OF FEDERAL WAY MAY 2014 KIRKLAND, WASHINGTON 0,8034 (FAX) 426 825-8434 TRAFFIC SIGNAL PLAN WIRING SCHEDULE AND NOTES 2 OF -5 i trans"OGROUP p PROGRESSIVE Vicinity MCLP CONSTRUCTION PLANS for INSURANCE REGIONAL AS —BUILT CERTIFICATION: I HEREBY DECLARE TO THE BEST OF MY KNOWLEDGE THAT THE INFORMATION SHOWN HEREON REFLECTS THE "AS --CONSTRUCTED CONDITIONS." THIS CERTIFICATION IS BASED UPON WORK PREPARED IN ACCORDANCE WITH GENERALLY ACCAPTED (PROFESSIONAL ENGINEERING AND/OR SURV INqPWX ICE. DATE: �o Q T. L. prepared for ZAREMBA GROUP ATTN: SEAN McDERMOTT 14600 DETROIT AVENUE LAKEWOOD, OH 44107 PHONE: (216) 221-6600 x163 CLAIMS City of Federal Way OFFICE Sheet Index SHEET NO. DRAWING NO. DESCRIPTION 1 CV-01 COVER SHEET 2 EX-01 EXISTING CONDITIONS 3 LG-01 LEGEND 4 ST-01 HORIZONTAL CONTROL AND SITE PLAN 5 GR-01 T.E.S.C. AND GRADING PLAN 6 GR-02 T.E.S.C. AND GRADING PLAN 7 GR-03 T.E.S.C. AND GRADING NOTES AND DETAILS 8 SD-01 PARKING AND STORM DRAINAGE PLAN 9 SD-02 PARKING AND STORM DRAINAGE PLAN 10 RD-01 ROAD "A" STORM DRAINAGE PLAN AND PROFILE 11 DT-01 DETAILS & NOTES 12 DT-02 DETAILS & NOTES 13 DT-03 DETAILS & NOTES 14 DT-04 CURB RAMP DETAILS 15 LA-01 LANDSCAPE PLAN 16 LA-02 LANDSCAPE DETAILS AND NOTES Lakehaven Utility District - Water SHEET NO. DRAWING NO. DESCRIPTION 33400 8th Ave S, Suite 205 1 WA-01 COVER SHEET FEDERAL WAY, WA 98003 2 WA-02 SITE WATER PLAN Phone: (253) 838-6113 3 WA-03 ROAD "A" WATER PLAN AND PROFILE • h~�� d't mil//,�1� • J. • %_40 �4NAl � ESM JOB NO. 1770-001-013 SHEET 1 OF 16 Lakehaven Utility District - Sewer SHEET NO. DRAWING NO. DESCRIPTION 1 SS-01 SANITARY SEWER PLAN 2 SS-02 SANITARY SEWER PROFILE NOT 1. ILLUMINATION PLANS, SOUTH 340TH AND SR 99 STREET TRAFFIC SIGNAL AND CHANNELIZATION PLANS BY TRANSPO GROUP. 2. WETLAND BUFFER AND RESTORATION DRAWINGS BY WETLAND RESOURCES, INC. CALL 4$ HOURS BEFORE YOU DIG 811 PERMIT N0. 13-105216-CO CITY OF FEDERAL WAY AS -BUILT (1/t? DATE A PORTION OF THE S.E. 1/4 OF THE N.E. 1/4 OF SECTION 20, TOWNSHIP 21 NORTH, RANGE 04 EAST, W.M. IE 30" CONC = 277.01 E. 3'X1.5' OPENING = 281.42 N., S., W. WEIR CB RIM=291.47' IE 30" CONC = 285.16' W. IE 12" CONC = 286.89' N. 1 _ 1 IE 30" CONC = 285.46' E. 1 , IE 24" CONC = 286.70' S.E. i D 0 D a SDMH W TRASH RACK CONE STO IE 24" C IE 24" C d DRAIN 2 MANHOLE CATCH BASIN RIM = 310.19 RIM = 311.41 JC. (W) = 300.52 IIEE 12" CONC. (N) = 307.29 VC. (S) = 300.52 \ 12' CONC. (S) = 307.23 CATCH BASIN SANITARY SEWER MANHOLE RIM = 308.81 RIM MIDCHANNEL = 311.04 - 5 97 IE 24" C - 300.74 9 - _ IE 18" CONC. (E) = 300.76 IE 24" CONC. (S) = 302.49 j t Q D D RIM=295.53' RIMS3 H.23" " CATCH BASIN t If 24 CONC= 289.93' N.W. RIM = 310.93 O� f `= j 1 ; t - 8" PVC IN N. & E. IE 12" CONC. (N) = 303.14 8' PVC OUT W. IE 12" CONC. S = 302.43 OO WATER SURFACE \ r IE 18" CONC. W) = 302.23 G ELEVATION ON THE ' lI f D -; a , ( ) (k p ' ' + \ IE 18" CONC. (E) = 302.43 a �O �\`\\� UPSTREAM SIDE OF f, ' !; Jjlj } E4W O� Pj T WEIR = 280.3 ON �' `: ! r / ;` 2 (3/13/01) 4 , k. ),}��::,. f 1t1=r �\ O CATCH BASIN WEIR'; t �/O RIM = 310.80 SSMH 1 M �O IE 12" CONC. (N) = 307.33 p4 RIM=281.80 ��, £j. 1���4;i.1 l �;' �. IE 12" CONC. S = 307.38 WIRE }}`a It �i / `.f f.i o �,�2O ( ) G\ 12 PVC {N N. FENCE 2.7' 12" PVC OUT S. 1-1 i E� / zf I 4�.• CATCH BASIN (� of EAST " i . ;CTR CHNL IE=270.66' \ �,, s ;'�1I � r 1" � . _ " _ � RIM - 31 Q.69 8 CPP :tl°Ili;' IE 12 CONC. (N) - 307.45 I i#if(x ss f 8"cPP �i •! .� ail ,� ,rs// .� `� ti f 6 8$'45'S � ) } f a I 3' 8 PP 4 STORM WATER POND 1( ; s I ! �.,\\`�•:•WATER SURFACE 4' WIRE FENCE # + } . l , ! WATER SURFACE f : , .• (y'. �� _ �1��.�''ELEVATION ON THE,! �. •.� ( ( ELEVATION - 272 9 _ 2.1' EAST.UPSTREAM SIDE OF Ul 8 PP(3/24/05) j 1i1 i[ - ._ 280.0 ON tit I j� A-00'19'51 13/01) LIE{li r./ f R=2805.00 ' , 3 ! " } �1 r } PP iBEEP-1� N 71 >, '31 56 W --/ 8 8 CPP _ -- I10.00 `tff C O\ ! >: `, t ) -t $' CPP-ft._ r �. . i .I' 1�1 ! 1, G w UTFA LL GPP 'i �+ l / , . EOW 11 'i i j a 12" IE=306.03' "8 CPP `Z- \k�,: STORM WATER POND FO ;�li II,Ir j t f i 4' WIRE' FENCE •00,r WATER SURFACEi �21' EAST ]f ELEVATION = 275.0Q0 (3/24/05) i' 36"GONG 10 TOP OF 12" y b ot� a r t t ti iE=275.58' 3 + t i f `< t GALV PIPE 1 ' / EL: 276.07' 111 1 s N ' _ f ICd t< J jIr"' , ##�i�?ijj�{ /+[,C'' ,, \\;� �tlr(j--/ Tt 1: i;gg f I/ I STORM WATER PONDI WATER SURFACE} i o f-!}-- + (1 - 4' WIRE FENCE 1 ELEVATION - 275.9 EAST (3/24/05) ;,?`f` CEP-2 i 'y`j" _ f 36"GONG IE=275.56' � t i}jtj {�! J+`+ t i rip h F t j j 1 Qv�tl i0' 1 °}'' I'; SANITARY SEWER to _ fEASEMENT EOW RECORDING NO. i p•' /s ( to 7701210687 24-CONC W/ LUG -='_ REMOVABLE P t it _ 4 WIRE FENCE .,• ' �=�:' f r f. f CONC 1.3 EAST~SHO1 FRET CURBCRETE :: �/ � : • , ��!�.- :a... V`\>_ .. .. tf� • I � � " O ' ; ;' ;y • £, I :.. \ .. _ �`n•;'+rt" Ali IlI�!'�����r ;s ' ` i , _ ' l f / t I f "'-n '.i!•-- \.€ . •-` p¢i�t_ T-'- �O 24"GONG W/ "'r:,i�r'�r/�^` 2s01 1/4 UNABLE TO �! I " / IE=275.37 rr�lF�l'£ w m.t 2s5 "� '� �' �' f LOCATE END OF PIPE �t cn \\ SSMH 280.05' ,�• r Py RIM=280.05 ; ` O 12 PVC IN E. \. O 12" PVC OUT S. D G r-NOs � O}k� CTR CHNL IE=21�8.58 F O�� SSMH 2279.59 RIM= r ,�°j G\ 1� 12" PVC IN N. G\� 12" PVC OUT W. (D CTR CHNL IE=269.43' �^J D 0 1 SSMH "A" RIM= 313.98' 8" PVC IN S. & E. 8" PVC OUT W. CTR HNL IE=297.04' t f t ►fffff�f llfffffff f f f f 2 15" D.I.P. IN S. IE=303.90' 15" D.I.P. OUT W. IE=303.84' 3 �I O 0 00 N m a O 0 N I o _ _ SOUTH 341 ST PLACE 1 I o�0 N I BASIS OF BEARING LEGEND A BEARING OF N 01' 1221 " E ALONG THE EAST LINE OF SECTION 20, TOWNSHIP 21 N, RANGE 4 E, BETWEEN THE EAST QUARTER CORNER AND FOUND MONUMENT AS NOTED HEREON WETLAND MARKER FLAG THE NORTHEAST SECTION CORNER WAS HELD AS THE BASIS OF BEARINGS A DELTA FOR THIS SURVEY, AS DEPICTED ON RECORD OF SURVEY RECORDED UNDER U POWER POLE RECORDING NO. 20050815900003. R RADIUS INFORMATIONAL SIGN L ARC LENGTH 0- CHAIN LINK FENCE < > RADIAL BEARING AT LOT CORNER DATUM AND BENCHMARK NOTES P APPROXIMATE LOCATION OF UNDERGROUND POWER p STORM DRAIN MANHOLE VERTICAL DATUM = NGVD 29 ® ELECTRICAL JUNCTION PULL/BOX P -' APPROXIMATE CENTERLINE LOCATION OF OVERHEAD POWER LINES, MULTIPLE LINES FOR EACH POLE (ELEVATIONS REFERENCED TO CITY OF FEDERAL WAY BENCHMARK NOS. 2168-5--1 AND 2168-8-1) Cr---- TRAFFIC SIGNAL POLE APPROXIMATE LOCATION OF UNDERGROUND TELEPHONE T HORIZONTAL DATUM = NAD 83, WCS AS REFERENCED TO RECORD OF QS SANITARY SEWER MANHOLE APPROXIMATE LOCATION OF UNDERGROUND TELEPHONE D SURVEY FOR ZAREMBA GROUP RECORDED UNDER RECORDING NO. t-t STORM DRAIN CULVERT FO APPROXIMATE LOCATION OF FIBEROPTIC 20050815900003 DECIDUOUS TREE b PAINTED LEFT TURN ARROW POWER POLE WITH TRANSFORMER IR IRRIGATION CONTROL BOX WATER VALVE SCALE. 1 " = 60' PERMIT NO. 13-105216--CO WETLAND FLAG (WITH N0.) #:�__ TRAFFIC SIGNAL POLE WITH LIGHT 60 30 0 60 120 CITY OF FEDERAL WAY AS -BUILT ® CATCH BASIN RECORD DRAWING IZ11711q-1 DATE REVISIONS NO. DESCRIPTION DATE BY 1 PERMIT DRAWINGS ESM 11/22/2013 2 SECOND SUBMITTAL 01/28/2014 ESM 3 THIRD SUBMITTAL 02/07/2014 ESM 4 FORTH SUBMITTAL 03/25/2014 ESM 5 AS-BUILTS 12/02/2014 ESM xZ 0 �NdL LA 1 J al w 3 N O a cn (1, < p O W W Z Z to who 0 :3 do i` z�aCA - a W oc Q ca O N (a O z- �_ 4 Oar .� U c` LL E �? Us 3 � 3 3 oY co W Ud Z 6 w z U X J D (/) in CL Z0 O O --� a Cc wZ 0 U > < 0 wrPr^ z M l w W cr W AA' N 0 t� w w w JOB NO.: 1770-001-013 DWG. NAME: AB-EX-01 DESIGNED BY: DRAWN BY: CJR CHECKED BY: DATE: 11/07/2014 DATE OF PRINT: AB-EX-01 2 OF 1 6 SHEETS 2 a N M O N t\O N 0 a LEGEND ROWWA 1 ROADWAY CENTERLINE PROPERTY / LOT LINE RIGHT-OF-WAY EXISTING PROPOSED BOUNDARY LINE �.,:''. �.�:�'": ...".`.� ...► �..�. EASEMENT LINE — — — — — — BUILDING SETBACK LINE - ROLLED CURB AND GUTTER VERTICAL CURB AND GUTTER CONTOUR (MINOR) --- ---- __. 8 12-- CONTOUR (MAJOR) — — — 820 — — —-- FOOTING DRAIN FLOWPATH mo"" SPOT ELEVATION x 1 x TOP/TOE OF SLOPE -A--- ._-,--------- -"------------------ A -- CONCRETE SIDEWALK CONCRETE BLOCK WALL ---- ROCKERY BARRICADE --f� BOLLARDS MAILBOX ° DOWNSPOUTS C STORM DRAINAGE CATCH BASIN TYPE 1 W/GRATE CATCH BASIN TYPE 1 W/SOLID LID CATCH BASIN TYPE 2 W/GRATE CATCH BASIN TYPE 2 W/SOLID LID STORM DRAIN MANHOLE C' @ BEEHIVE MANHOLE YARD DRAIN (ROUND LID) YARD DRAIN STORM DRAIN CLEAN -OUT C` �0 STORM DRAIN PIPE -- --- -- - Now _ ROOF DRAIN --.--__-_-_.____..._ SD SERVICE 6" CPEP WITH ---- o 866.0 INVERT ® END OF PIPE SANITARY SEWER SANITARY SEWER MANHOLE O SANITARY SEWER CLEANOUT 0 ocos 0 SANITARY SEWER GRAVITY ----- $ SANITARY SEWER FORCE MAIN ---- FM 0+33 (STATION ALONG MAINLINE) 21 L.F. (STUB LENGTH) 0+33 866.0 (LE. AT END OF STUB) -"° -��-------C� 21 L.F. 866.0 WATER FIRE HYDRANT GATE VALVE ~ BUTTERFLY VALVE w CONCRETE BLOCKING 0 DOMESTIC / IRRIGATION METER" ia BLOWOFF ASSEMBLY 1 AIR -VAC ASSEMBLY REDUCER • DETECTOR CHECK VALVE Z. CROSS (/ VALVES) W TEE (W/ VALVES) -- - BEND t WATER PIPE w CAP/PLUG TRAMC STRAIGHT/RIGHT TURN ARROW 4 STRAIGHT/RIGHT TURN ARROW LEFT/RIGHT TURN ARROW STRAIGHT/LEFT/RIGHT TURN ARROW LEFT TURN ARROW RIGHT TURN ARROW STRAIGHT ARROW t i HANDICAP PARKING b` BIKE LANE 040 TRAFFIC SIGN i. INFORMATION SIGN T STREET LIGHT EXISTING FEATURES k< WETLAND FLAG - POWER POLE W/DROP LINE & LIGHT stir BIKE RACK POWER POLE W/DROP LINE, LIGHT & TRANSFORMER ' DEBRIS PILE POWER POLE W/DROP LINE & TRANSFORMER FIRE PIT POWER POLE W/LIGHT BOLLARD POWER POLE W/LIGHT & TRANSFORMER HORSE SHOE PIT POWER POLE D MAILBOX 4vv POWER POLE W/TRANSFORMER t+ MILE POST MARKER PAD MOUNTED TRANSFORMER SOIL LOG POWER VAULT/MANHOLE t .r SIGN IK" SIGNAL CONTROL BOX SEPTIC DISTRIBUTION BOX 01 SIGNAL JUNCTION BOX j SANITARY SEWER STUB MARKER POST , i TRAFFIC PEDESTRIAN POLE SEPTIC VENT C = == —°M TRAFFIC SIGNAL POLE < STORM PIPE INLET/OUTLET C= TRAFFIC SIGNAL POLE W/LIGHT STORM DRAIN STUB MARKER POST ca FIBER OPTIC MANHOLE IT-; ROOF DRAIN ;; FIBER OPTIC STUB MARKER POST FBI CATCH BASIN :- TELEPHONE GUY ANCHOR CABLE TV MARKER POST TELEPHONE ANCHOR POLE CABLE TV RISER TELEPHONE JUNCTION BOX (UG) Iri SATELLITE DISH (j') TELEPHONE MANHOLE LUMINAIRE W/ARM TELEPHONE STUB MARKER POST LUMINAIRE TELEPHONE POLE s LANDSCAPE LIGHT TELEPHONE RISER ;- YARD LIGHT (UNDER 10' TALL) FIRE DEPT CONNECTION 6 GAS STUB MARKER POST #` HOSE BIB w GAS VALVE IRRIGATION CONTROL VALVE 0('o OIL FILLER CAP U' WATER MANHOLE r GUY ANCHOR WATER STUB MARKER POST P-4 GUY POLE MONITORING WELL POWER GRATE PIV 10 POST INDICATOR VALVE ELECTRICAL JUNCTION PULL/BOX SPRINKLER HEAD r' ELECTRICAL STUB MARKER POST __ , WATER VAULT ELECTRICAL METER WATER WELL GAS --Tr--- 1— - GUARD RAIL — G --- OIL _— OIL -- - --" FENCE, BOARD ---- - P POWER (BURIED) - <-- - FENCE, BARB -WIRE -- — P - — POWER (AERIAL) -- FENCE, CHAIN -LINK ---- FO ------ FIBER OPTICS ---- * ---- FENCE, ELECTRIC T TELEPHONE (BURIED) FENCE HOG WIRE — — — T — — TELEPHONE (AERIAL) -- •- -- FENCE, SPLIT RAIL ---- - TV CABLE (BURIED) FENCE, WIRE -- - c - -- TV CABLE (AERIAL) --- c - o - - FENCE WROUGHT IRON --- - CREEK OR STREAM CENTERLINE - -------- RAILROAD TRACKS t ' WETLAND WITH BUFFER ;: �/� STREAM WITH BUFFER T.E.S.C.P. SURVEY PROPOSED MONUMENT IN CASE — —GB—GB- — GRADE BREAK ® FOUND MONUMENT IN CASE — —R —R — — RIDGE LINE Qom PROPOSED MONUMENT (AS DEFINED) CLEARING LIMITS @om FOUND MONUMENT (AS DEFINED) FILTER FABRIC FENCE CUTOFF SWALE A DELTA — • • --.�-•-- • • • -•I— INTERCEPTOR DITCH (R) RADIAL BEARING < > ---p---p-- N.G.P.E. FENCE (NR) NON -RADIAL BEARING ® ROCK CHECK DAM L ARC LENGTH SEDIMENT FILTER ® STRAW BALE GRAVEL CONE RIP RAP PAD CONSTRUCTION ENTRANCE AVE AVENUE ID INSIDE DIAMETER AC ASBESTOS CEMENT PIPE IE INVERT ELEVATION ADJ ADJACENT IN INCHES ALUM ALUMINUM L LENGTH ANSI AMERICAN NATIONAL STANDARDS INSTITUTE LB POUNDS AP ANGLE POINT LF LINEAL FEET ASPH ASPHALT MAX MAXIMUM ASTM AMERICAN SOCIETY OF TESTING AND MATERIALS MFR MANUFACTURER ASSY ASSEMBLY MH MANHOLE BF BLIND FLANGE MIN MINIMUM BLDG BUILDING MJ MECHANICAL JOINT BLK BLOCK MISC MISCELLANEOUS BO BLOW OFF N NORTH BOW/BW BOTTOM OF WALL NO NUMBER BSBL BUILDING SETBACK LINE NTS NOT TO SCALE BVC BEGIN VERTICAL CURVE OC ON CENTER BW BACK OF WALK OD OUTSIDE DIAMETER CTR CENTER OHW ORDINARY HIGH WATER CB CATCH BASIN PI POINT OF INTERSECTION CI CAST IRON PP POWER POLE CL/q CENTERLINE PVI POINT OF VERTICAL INTERSECTION CLR CLEAR PE POLYETHYLENE CMP CORRUGATED METAL PIPE PERF PERFORATED CO CLEANOUT PVC POLYVINYL CHLORIDE CONC CONCRETE PVMT PAVEMENT C CONDUIT PVT POINT OF VERTICAL TANGENCY CONN CONNECTION PC POINT OF CURVATURE CONTR CONTRACTOR PT POINT OF TANGENCY CONT CONTINUED QTY QUANTITY CY CUBIC YARDS RET RETAINING CL CLASS RR RAILROAD CF CUBIC FEET R RADIUS CFS CUBIC FEET PER SECOND RED REDUCER DC DEGREE OF CURVATURE REINF REINFORCED DI DUCTILE IRON REQ REQUIRED DIA/0 DIAMETER R/W RIGHT OF WAY DOT DEPARTMENT OF TRANSPORTATION S SOUTH DIM DIMENSION SCH SCHEDULE DWGS DRAWINGS SD STORM DRAIN D DRAIN SF SQUARE FEET EOP EDGE OF PAVEMENT SHT SHEET E EAST SPECS SPECIFICATIONS ELEV ELEVATION SQ SQUARE EL ELEVATION SS SANITARY SEWER ELEC ELECTRICAL STA STATION EVC END VERTICAL CURVE STD STANDARD EXIST EXISTING TC TOP OF CURB FDC FIRE DEPARTMENT CONNECTION TEL TELEPHONE FIG FINISH GRADE THRD THREADED FIG FIGURE THRU THROUGH FtVFL FI!@OHME TOW/TW TOP OF WALL FL FLANGE TYP TYPICAL FT FEET VERT VERTICAL FM FORCE MAIN W WEST GA GAUGE W/ WITH GALV GALVANIZED W/0 WITHOUT GI GALVANIZED IRON WSS WATER SAMPLING STATION GV GATE VALVE RECORD DRAWING PERMIT N0. 13-105216-CO CITY OF FEDERAL WAY AS —BUILT It /obv DATE REVISIONS NO. DESCRIPTION/DATE BY 1 PERMIT DROWNGS 11/22/2013 ESM 2 SECOND SUBMITTAL 01/28/2014 ESM 3 THIRD SUBMITTAL ESM02/07/2014 4 FORTH SUBMITTAL 03/25/2014 ESM 5 AS -GUILTS 12/02/2014 ESM r • 40111 10�1At J W N ai Nv c L d p 0. 3 w w CL U Z J .cJ 0 Z `n 0 wClj ,. 0 . o :3 OD Z N �m +a m ccc H Q 0 N� gym- c Z o � > o (D UMti • E N m � 3 4 Y 3 m '- co 0'3 c W U U a. Z 6 _2 2 3 W 0 z V J .J D wCL U) Z 0 ti w Z W > J 00 u) 2 w W w AQ Tm N 0 0 3 a U- JOB NO.: 1770-001-013 DWG. NAME: AB-LG-01 DESIGNED BY: LGB DRAWN BY: CJR CHECKED BY: DATE: 11/07/2014 DATE OF PRINT: AB-LG-0 1 3 OF 1 6 SHEETS 4 M a rn N !0 N ,CEO N 0 0 a. LtJ 00 0 o) A SITE DATA SITE ADDRESS: 34001 PACIFIC HIGHWAY SOUTH FEDERAL WAY, WA PARCEL NUMBER: 202104-9051 SITE AREA: 8.27 AC. ZONING: CE (CITY OF FEDERAL WAY) PARKING REGULAR STALLS = 78 SECURED PARKING STALLS = 33 COMPACT STALLS = 0 HANDICAP PARKING STALLS TOTAL = 115 A PORTION OF THE S.E. 1 /4 OF THE N.E. 1 /4 OF SECTION 20, TOWNSHIP 21 NORTH, RANGE 04 EAST, W.M. DEVELOPMENT STANDARDS USE: OFFICE MINIMUM LOT AREA: NONE MINIMUM LOT COVERAGE: NONE MAXIMUM BUILDING HEIGHT: 40 FEET ABOVE AVERAGE BUILDING ELEVATION BUILDING SETBACKS: FRONT: 20' SIDE: 15' REAR: 15' REQUIRED PARKING SPACES: 1 PER 300 S.F. OF GROSS FLOOR AREA OWNER PROGRESSIVE CASUALTY INSURANCE COMPANY 5920 LANDERBROOK DR, BLDG III MAYFIELD HEIGHTS, OH 44124 CONTACT: TANYA DORSEY PHONE: (440) 603-7079 DEVELOPER ZAREMBA GROUP, L.L.C. 14600 DETROIT AVENUE LAKEWOOD, OH 44107 CONTACT: GARY BIALES PHONE: 216-221-6600 EXT 163 FAX: 216-221-1031 p2` ENGINEER/PLANNER/SURVEYOR ESM CONSULTING ENGINEERS, L.L.C. 33400 8TH AVENUE SOUTH #205 FEDERAL WAY, WA 98003 CONTACT: ERIC LABRIE/FRED BROWN PHONE: (253) 838-6113 FAX: (253) 838-7104 TRANSPORTATION ENGINEER THE TRANSPO GROUP, INC. 11730 118TH AVE NE, SUITE 600 KIRKLAND, WA 98034 CONTACT: KEVIN COLLINS PHONE: (425) 821-3665 FAX: (425) 825-8434 — DUMPSTER AND m RECYCLE cn m SECURITY GATE GEOTECHNICAL ENGINEER ASSOCIATED EARTH SCIENCES INC. 911 5TH AVE STE 100 KIRKLAND, WA 98033 CONTACT: KURT MERRIMAN PHONE: (425) 827-7701 FAX: (425) 827-5424 WETLAND BIOLIGIST ASSOCIATES EARTH SCIENCES, INC. 911 FIFTH AVE, SUITE 100 KIRKLAND, WA 98034 PHONE: (425) 827-7701 FAX: (435) 827-5424 ARCHITECT RICHARD L. BRWEN AND ASSOCIATES 1300 SHAKER BLVD. CLEVELAND, OH 44120 CONTACT: MIKE WOODS PHONE: (216) 377-3857 FAX: (216) 491-8053 SCALE: 1 " = 50' 50' 25' 0 50' 100' MONUMENTS TO BE INSTALLED I. AS PART OF ROAD ► -�'� CONSTRUCTION PER CITY STANDARD DETAIL 3-36 ON rf DETAIL SHEET DT-03.f F` N 88`45'55.64" W �� I �130.70' o Y z LLJ LV tf l 1w- + z - > E a .C>� A=00'19'51 R=2805.00' L=16.20' N 88'45'S6 W 1 ` ,1.,8' I� (R1, ES ) - -............ ------ -- ------------ -- ------------- -All I ��.. N 71'31'56" W 10.00' ESS TRACT) R=200.pQ a, NOTE: ''" SOUTH 340TH STREET AND SR 99 a `�' 20' BSBL J - *`: �0J TRAFFIC SIGNAL AND CHANNELIZATION T00 PLANS BY TRANSPO GROUP. ----------- --- ---- --------------, ;r _TYP R=15'--- 71'23'42.43 W WETLAND BUFFER AND RESTORATION DRAWINGS BY WETLAND RESOURCES, INC. — 9.36' N 20'44'34.21 " E ` . 18' MONUMENT _ ..z ITYP. ,�`O ^a SIGN W > 25' �ih IG O Q i _q R=10�; r� • cj �— R=6 /ov � � I j r 00, ._ _� Ro clo ' N 88.46'05" W 279.60' --, g---------- (R1, ESM) 12' PROPOSED DEDICATED ! R.O.W. 4' PERMIT NO. 13-105216—CO a CITY OF FEDERAL WAY AS —BUILT g RECORD DRAWING i DATE REVISIONS NO. DESCRIPTION DATE BY 1 PERMIT DRAWINGS ESM 11/22/2013 2 SECOND SUBMITTAL ESM 01/28/2014 3 THIRD SUBMITTAL ESM 02/07/2014 4 FORTH SUBMITTAL ESM 03/25/2014 5 AS-BUILTS ESM 12/02/2014 Mo a1^ 3 N �i NS C c 00. 3t a U Gi c J W F.y c) °= +� m o 0Nm m ZQ cn co E— 0� � J Inn Q co O ,. U �y cnco — e •� °a Zo o a) Oct4 •— � 3 3 mY c O p3: c WV • va z 6 z 2 Lij Q z J ln ii J J H in �- U) o Z Z Q O w J � >! Z a < U m U J LLI U) z Q C <t W N o N _ 0 0 CL a 3 0 IL JOB NO.: 1770-001-013 DWG. NAME: AB-ST-01 DESIGNED BY: LGB DRAWN BY: CJR CHECKED BY: DATE: 11/07/2014 DATE OF PRINT: AB-ST-01 4 OF 1 V SHEETS CONSTRUCTION SEQUENCE 1. PRE -CONSTRUCTION MEETING. A PORTION OF THE S.E. 1 /4 OF THE N.E. 1 /4 OF SECTION 20, TOWNSHIP 21 NORTH, RANGE 04 EAST, W.M. 2. POST SIGN WITH NAME AND PHONE NUMBER OF ESC SUPERVISOR (MAY BE CONSOLIDATED WITH THE REQUIRED NOTICE OF CONSTRUCTION SIGN). 3. FLAG OR FENCE CLEARING LIMITS. 4. INSTALL PERIMETER PROTECTION, SUCH AS FILTER FABRIC FENCE, WHERE INDICATED. 5. GRADE AND INSTALL ROCK -LINED CONSTRUCTION ENTRANCE(S). 6. INSTALL SEDIMENT BARRIERS OVER EXISTING CATCH BASINS. 7. CLEAR TO UMITS SHOWN ON PLANS AND INSTALL INTERCEPTOR DITCHES. 8. CONSTRUCT SEDIMENT TRAP. 9. ROUGH GRADE PARKING AREA. 10. INSTALL SANITARY SEWER SYSTEM. 11. INSTALL STORM DRAINAGE SYSTEM AND STORMWATER CARTRIDGE FILTERS. 12. INSTALL DOMESTIC WATER SYSTEM. 13. INSTALL SEDIMENT BARRIERS OVER CATCH BASINS. 14. FINE GRADE FOR CURB AND GUTTER, SIDEWALK. PAVEMENT, AND LANDSCAPING. 15. INSTALL CURB. GUTTER, AND SIDEWALK. 16. PAVE PARKING AREA. 17. REMOVE SEDIMENT BARRIERS. 18. COMPLETE LANDSCAPING. TH CITY OF FEDERAL WAY STANDARDS AND MANUFACTURER'S PERVIOUS AREA=314,865 SF FILTER FABRIC FENCE. IMPERVIOUS AREA=45,376 INSTALL AT CLEARING LIMITS, (TYP.). SEE DETAIL SHEET GR-03 CLEARING LIMITS, (TYP-) INLET PROTECTION, APPROXIMATE EARTHWORK QUANTITIES CUT = 5,183 CY FILL = 3,236 CY STRIPPING = 3,751 CY =OR PERMIT PURPOSES ONLY. QUANTITIES ARE "NEAT LINE" YARDAGE'lc (TYP.) SEE DETAIL WITHOUT ALLOWANCE FOR SHRINK OR SWELL. IT IS THE CONTRACTOR'S SHEET GR-03 RESPONSIBILITY TO CALCULATE ALL YARDAGE'S FOR BID PURPOSES. 1 FT, OF STRIPPING WAS ASSUMED. %, ' �1I�'` , • >.. ; I lipr=1 OIA� �Up �1� ommom +fir �� I� �� �Ir �� �r� �,� r�� I� 19. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WI \ 'wwo RECOMMENDATIONS. , ; :. v: -'� --' d Y` 4 i b < ORES SO THAT AS SITE CONDITIONS CHANGE THE • ' • = -•_ '� : '� EROSION CONTROL MEASURES OR INSTALL NEW MEASURES b 20. RELOCATE E : • • .. ,.:, .' .:... ::. • , , : •..:. . EROSION AND SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE WITH CITY OF FEDERAL WAY STANDARDS.iF _� `�•. Y DURING THE DRY SEASON OR TWO DAYS NWORK D FOR MORE THAN SEVEN DAYS �`"`- 2i. COVER ALL AREAS THAT WILL. BE U E _ DURING THE WET SEASON WITH STRAW, WOOD FIBER MULCH, COMPOST, PLASTIC SHEETING OR EQUIVALENT. Ar ... =.;:::..:._ , '-• -- .,:: 22. STABIUZE ALL AREAS THAT REACH FINAL GRADE WITHIN SEVEN DAYS. - #� ••.�,� 23. SEED OR SOD ANY AREAS TO REMAIN UNWQRKED FOR MORE THAN 30 DAYS. � �' ����"�^ ' ~ � �" ,sz,ti.. 24. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE STABIUZED, HYDROSEEDED AND BMPS REMOVED ,,. �'4" ""' �•��-X �. IF APPROPRIATE. � -' ____ + -- r....--- :;. '- . : .. _ -�.. ..,.,.,,:», .:...>,.,' .. x.,.,,,,„ K,M,,..:»,,.... .....,.., •y Or , r ( r' 7 r � SEDIMENT POND. SEE �,%� a�`L _. (SEE PROFILE ON SHEET RD 01) N TABLE THIS SHEET AND O DETAILS ON SHEET GR--03 /304.63 ry r +�t ....._. /' Q • of _,�, . b ' ,, .. . -�~- , : C 777 a. 07 •.>:.:., { / -•r•- . { w l ,7�7 *INTERCEPTOR SWALE, -` ' - _____ "'-•- --{ - •' I ,3 () TYP. SEE DETAIL �. '-....•- ____ '- ,:r .... � ••a` _ •r,. .•err "'..r.-r.n.` ."".� ...,. ..�. ,,,.�,., 2 ,u, �• SHEET GR 03 1 ;. f , r �. '+. 1 1� i .�..._'.."...'-"....,_le�E�w __ r sl. r •...�1.• •r.wy...- ' Y '"' ° 3� ` SIGN (0 U R TOP OF ASPHALT, LE R S N LEFT T N) x t I Ar 00� 9 rn . �' w @or _0b� t -�---- ... 304.06 I ci �4{ 1. �_. 30 "� �- -- 303.68 1 / ! Irw" •-"iu 3 :y5 69 % �1, 2.0% / 2 1 I oir °l. � I I I �­-303.16g0 i 78 t C r 304• I �. f f o �. I , a S' • �iay� a !If I \� i I # r a. A• V r•""'' t O i I S I, iL,m� '8 } I _ , 1 � 0 •3 , ��-.-max- . .. ...:• .a....�..,� /. ` r • r V , s .. - , O J u. b I i I.w v r t R t .�i 1 I 2• 48 3 a Y I N 1 3p4 'SD I ; _ __ _;_.___ .___---,.,Q.---.- � �, � = :. ' TRANSITION FROM FLUSH I / 0 % ci < 1 2 O O ` , SIDEWALK TO CURB` / - --- ? �: SEE PARKING GRADING � Y I - 2.0% f o _ �' �'j'°"<Q/ \\\- ) DETAIL ON SHE GR 03. i! / 1` V ..F.; i I SEDIMENT POND BOTTOM WIDTH 12' BOTTOM LENGTH 45' TOP WIDTH 45' TOP LENGTH 78' SIDE SLOPES 3:1 (TYP.) OVERFLOW ELEV. 296.0 TOP RISER PIPE ELEV 295.0 BOTTOM ELEV 291.5 TOP POND ELEV 297.0 ORIFFICE DIAMITER (IN) 1.90" RISER SIZE (IN) 12" a N # I o2.-0%Irv, 2.0 � 1.2% 0.0% 'Sb'p s �- _ PROPOSED BUILDING I . 4 i a FF=305.50 / I _ >\ . >\ o `• i l o207. 2.0% O u Iof I _ t,.0% I i I_ / •R s --� O O """. 305.50 SO>t 30A l 'S--2.0%--- 2.0% 9 I I ---- 2.7% O o / , I l i �' I O 2 V I � � l 1 1 A , 2p / i O # .7% 304 ! ---e - .69 4lob(_ APPROXIMATE 44 LOCATION OF I + 0 -CONSTRUCTED.:, S AS �3 ......... 27 �' i BERM r . 04.3 i , f/ II Q . e a-- ......'..,. _ % ti I 1 # j Voli O j # O+ Ar • o , � 2 I j o !s< O` I ci i s �I � s # �,r {{ o o j i 'y. -•ram-.t - �/ t - o, !, .. 1 i 1 I f c + 1 0�-► ' 't� "O r 01 l /NSTALL CONSTRUCTION F/ ENTRANCE. SEE DETAIL SHEET / GR-03 t; ?�-- PRESERVE AND PROTECT IN PLACE EXISTING DITCH IV 302.93 I 'sue 1.3%8� I /' // CONTOUR INTERVAL = 1' ►� + 1.3% I O o, ti 30 �.. _. SCALE.1 -- 20 am 1.6%0 If " 302.28 02 6> g02 'S0 _ • 7O c "•�O o� n .. o,r 3 b'» ' ; f O Off• I \ d ' 10 © 2A 40 20 �o°J x 2 ;+ 303.49 / r j _.._.�,....-.-�-'' o r 9 �w o _ a. I ; / ;- RECORD DRAWI04 NG _ o Q ..._ ...1 \ - I j i 6 3o I Doti o / r17 { ."....... .'4.,."...<«_..._._,,._•V-.a'"'.'"'l�""-..._- _� _.- ... .-.....-,L... `r 1 3 {_ I JOB JO 3r+'(• j1J f . { sr' 4. ,,,:..«,axN.wv.,.veu.,.«.,.. ,.us..Naa'w-re..a vv>.w:;,. ..v..,,n:s...+..w..:.sr..z,.-, .•,: ,. ,... .•..++w- •Irw. � r � :r_. � -, _ ,. ^+ t r�' mme �wn� wort t , 1 % - "� Glow40M ""u� rr ti W FILTER FABRIC FENCE. Z INSTALL AT CLEARING" LIMITS, (TYP.) SEE uj uj y DETAIL SHEET GR-03 CLEARING LIMITS, (TYP. INLET PROTECTION, SEE DETAIL SHEET GR-03 DATE PERMIT N0. 13-105216-CO CITY OF FEDERAL WAY AS -BUILT REVISIONS NO. DESCRIPTION DATE PERMIT DRAWINGS111/22/2013SECOND SUBMITTAL201/28/2014 JESM THIRD SUBMITTAL3 02/07/20144 03/17/2014 FOURTH SUBMITTAL 5 AS -SUMS 12/02/2014 ESM c...., J, • 40111 O. V J ro � m 3 I Mi"tn .0 vv Q oa U W Li.i Q- as z� O W N ch 2$ �trn m 0 - tQ cc E Q c0 O 00 - co Zoe ,� o m Ov. •_ U Uco coU ME v, =1 rn 3 so WV >3 3 v 0- OZ Z_ a 3 w 0 z U ( Z w a- Z Z G� O -- Cc w V Z w W cr w < N 0 0 r 3 W W JOB NO.: 1770-001-013 DWG. NAME: AB-GR-01 DESIGNED BY: LGB DRAWN BY: CJR CHECKED BY: DATE: 11/07/2014 DATE OF PRINT: AB-G R-01 5 OF 1 V SHEETS 4 ilk 1 STROM POND Ex. SSMH RIM=281.8 12" PVC I N N. 12" PVC OUT S. CTR CHNL IE=270.66' 4� mom s 77 ............ STORM WATER POND WATER SURFACE ELEVATION = 272.9 (3 /24/05 m 0 v WhTER SU 'kFACE 0 ELEVATION ON THE UPSTREAM SIDE' OF W EIR = 280,0 CLEARING LIMITS, (TYP.) �� ., i i FILTER FABRIC FENCE. �� ��\\.. N 16 /WEIR INSTALL AT CLEARING \V LIMITS, (TYP.) SEE EO\N DETAIL SHEET GR-03 M, < NN 0 % Lj VTI 0 co f f STORM WATER POND WATER SURFACE ELEVATION 275.0 (3/24/05) tf TOP OF 12" GALV PIPE EL: 276.07' h! !i Q P 1H 11,;)!Ii!�,!� t\ W! hd! J!"Idd STORM WATER POND C. OO.WATER SURFACE ov fxrl ELEVATION = 275.9 (3/24/05) s, I Hi J .,100WETLAND BUFFER 17 A If f HT EOW 7— j t 4 f i N FILTER FABRIC FENCE. INSTALL AT CLEARING LIMITS, (TYP.) SEE DETAIL SHEET GR-03 Z V. —7— _1� 'CLEARING LIMITS, (TYP.) 7 SHOT CRETE f el z SHOT CRE TE 4­­ m WAR awmb s— -- — -- 4- 400m� b dam* 28'.5— 0 BP 2 9 0 f 41/ BUSINESS PARK v CITY OF FEDERAL WAY ZONING ENTERPRISE 2021,04--9100 1 •4r 4,// 295 CITY OF FEDERAL WAY ZONING 202104-9052 V_ 0 L uj CONTOUR INTERVAL =11' SCALE: 1 20' 20' 10' 0 20' 40, RECORD DRAWING PERMIT NO. 13-105216—CO CITY OF FEDERAL WAY AS —BUILT attq)P4 DATE REVISIONS NO. DESCRIPTION DATE I BY 1 PERMIT DRAWINGS 11/22/2013 ESM 'A 1 2 SECOND SUBMITTAL 101/28/2014 ESM 3 THIRD SUBMITTAL 02/07/2014 ESM 4 FORTH SUBMITTAL 03/25/2014 ESM 5 AS-BUILTS 12/02/2014 ESM on 40111 L _j wCD m C4 .c cq < cc c 20 0. w CL z 0 _j 0 Z U) 0 W N9ct0) 0 z at to;, Go c 0 E > 0 U) c 01_� ZOO > o m U. E c .so CA3 c w .0 o a. O 6 z 3 I.u 0 z U (, z :D .j 0- z(L Z 0 cr w 0 a z LA uj cc < N 0 a>I- aJ cl w I.L. JOB NO.: 1770-001-013 DWG. NAME: AS-GR-02 DESIGNED BY: LGB DRAWN BY: CJR CHECKED BY: DATE: 11/07/2014 DATE OF PRINT: AB-GR-02 6 OF16SHEETS A PORTION OF THE S.E. 1/4 OF THE N.E. 1/4 OF SECTION 20, TOWNSHIP 21 NORTH, RANGE 04 EAST, W.M. \ N, C9 #4& TYPE 2-48"0 KEY NOTES W/ SOLID LOCKING LID NOTES N= 111718.37 i i i 71 8.8+_ 1. SEE SHEET DT-01 THRU DT-04 FOR DETAILS. OCEMENT CONCRETE SIDEWALK W/ INTEGRAL CURB CS #4, TYPE 2-48"0 E= 1272517.34 12725 F'IM2400 TG=303.63 299.83 MLJI.,-Tl FAMILY 2. COORDINATE S.D.C.O. INVERTS ELEVATIONS WITH EXTRUDED CEMENT CONC. OR ASPHALT CURB W/ SOLID LOCKING LID 17-64 CB #6, TYPE 2-48"oO N=1 11709.23 W/ SOLID LOCKING LID 11 7E)8.9+ IE IN=292.65, 12"0 E 292.8:7 CITY OF FEDERAL WAY ZONING BUILDING MECHANICAL CONTRACTOR. E=1272517.73 N= 111708.36 111767.661 ce #8, 127251 IE OUT=292.61, 12-0 S 29?.87 STAMPED CROSSWALK TG=303.34 299.82- E= 1272623.05 2623.14 SEE SHEET RD-011 202104--9004 IE IN=292.55, 12"0 N z9Z 8-2 12 LF 12"0 SD TG=304.41 3 0 2. 5 3 O - DRIVE ISLE PAVEMENT SECTION IE IN=292.6812"0 E 0 S=k.75% 0.507. IE IN=296.61, 12"0 N 296.90 , o siIE OUT=296.60, 12o W 296.90 IE OUT=292.58, 12" 12 " F, 12no SD CONCRETE SLAB 0 S=25.33% 21Q.17% CB #10, C8 #3, TYPE 2-48nO 48*0 PERK ALTER�fl[[SE!E::S;HEET RD-0 WHEEL STOP W/ SOLID LOCKING LID SEE DETAIL SHEET DT-03 O - PARKING PAVEMENT SECTION 11169894 N=1 11719 37 i i i798 68 t! i f .jF 7 E=1272517.49 12:72517.4+ E= 1272529.32 12:72529.64 TG=303.54 299.79 TG=303.90 360.23 . . . . . . . . . . . IE IN=292.09, 12"0 S 292.38 IE IN=295.05, 12 so S 295.23 C8 #7, IE IN=292.16, 12"0 N 292-38 IE OUT-295.14, 12"0_y_j"292.93 SEE SHEET RD-01 2.38 IE IN=292.14, 12"o SE- :z 11 LF, 12"0 SD IE OUT=291.82, 15"0 W 292. 13 0 ROAD "All 0 S=1.73% 2-,-36% F' ROAD 01 LF, 12"0 SD C8 #5, TYPE 2-54"o _--vVI�i - ­W/ FLOW SPUTTER 61 m 0 S=1.74% !.6*% W/ SOLID LOCKING LID C8 #13, TYPE 2-60- SEE DETAIL ON SHEET DT-02 Ag I Z+Uu f W/ SOLID LOCKING LID N=1 11708.85 11 1708.6B �-v SEE DETAIL SHEET DT-01 E= 1272529.67 r ........... N=111678.07 111678.03 TG=304.11 SEE SHEET RD-01 FOR ROAD *A 10 0 E=1272509.14 ;5\127250947� IE IN=295.75, 12 "o E 295.96 295.46 ,,��PLAN AND PROFILE TG=303.52 299.43 IE OUT=295.24, 12"0 N % 7' loll IE IN=292.74, 12"o SE 29i.74 TE QUT=295.72, 12"0 W 295-96 C8 f2O, TYPE 1• �292.74 r -- --------- _41 \1 IE IN=292.50, 12"0 S N=1 11683.48 11166656 92.74 IIE OUT=292.49, 12"0 N E= 1272641.26 1272641.5 LF, 12 0 SD -ttAP-U.,) Lr, IL w ou TG=303.31 303.39 lee 0 S=0.91 % SINGLE DIRECTION CURB RAMP PER 1w S=0.67% IE IN=298.46, 12"0 E 298.46 134 LF, 15"0 SD` 298.96 CB #90 0 S=6.63% 6.-86% 4-G-10 LF, 12"0 SD--- IE IN=299.59, 6"o SEE STD. PLAN F-40.15-02 (TYPE B) 08 298.46 C8 #17, TYPE 1 sw 4.40,'% IE OUT=298.44, 12"0 SEE SHEET DT-04 SEE SHEET 7-7,, S=4.20% o SOLID LOCKING LID (2 PROPOSED 20' STORM N= 111674.85 305 YT­ F( 127255 1.1 DRAINAGE EASEMENT E= 1272550.85 f TG=303.31 303.66 SEE STD. DETAIL 6a63 LF, 12"0 SD 0 S=1.98% 2-17% 1E IN=295.61, 12"0 S 295.81, 120 3 -u-) t�� LF, 12"o D 3-4A SHEET DT-01 IE OUT=295.37, 12"0 NW 295.81, 1 04 PERK FILTER VAULT 7' 0 S=0.957, i-.e" 31 LF, 12"0 SCc*4 -SEE DETAIL SHEET DT-02 i 11 1 Vi 0 S=0.40% 4 N i ii i 2 N= 111658.11 1 1 V -IV. 11 ry A:r C$1 2 # .,.: I: i­­­�I i f2il, TYPE 1 ;-7- i I KI 4 4 4 7A E= 1272532.37 i I 30 Lr, I L W �U TG=303.13 683. i a -.0 12721111 0 295.16zcn E= 1272863,44 IE IN=294.80, 120 SE - 0 S=5.327.4.97% TG=303.64 I 1 29+ 7 303.68 295.16 IE IN=294.80, 12"o S 292.86 ?8 LF, 12-0 SD ­ --------- IE OUT=300.58, 12"0 W z3E)E)-68 IE OUT-292.86, 12"0 NW !Q S=8.68% 9.48% "0 SD• ------ 77 ig 12 LF, 12"0 SD is�\ s. LF, 12 777 0 S=1.50% 60 018% 0 L OIL/WATER SEPARATOR DEPRESS 250 18' SEE DETAIL SHEET DT-03 DEPRESSED _j CURB/SIDEWALK S. D. C. 0. (TYP.), +11E N= 111646.59 _4& kp, 6"0 RD E= 1272528.91 SEE DETAIL 127252+161 0 C8 #18, TYPE 2-54"0 0 S=2.00% SINGLE DIRECTION CURB RAMP PER V\74_4.4. TG=302.90 SHEET DT-01 W/ FLOW SPLITTER MIN 0 (TYP-) 42 LF, 12"o SD 29:7.52 STD. PLAN F-40.15-02 (TYPE B) IE IN=294.98, 12"0 SE .SEE DETAIL ON SHEET DT-02 co 0 S=10.05X i I /v 295.26 IE OUT=294.98, 12"0 N N= 111636.89 SEE SHEET DT-04 2 E=1272551.28 1272551. TING CONNECT FOOTING T 7-'- TG=302.61 302.60 DRAIN TO S.D.C.O. CS #14, TYPE 1 ­­ - 11 - "I'll- - I 0 SD) IE IN=297.63, 12"0 E 29:7.65 6 W/ SOLID LOCKING LID 0 S=2.00% C8 #19, TYPE 2-48"0 4-116` ZIE OUT=297.231 12"0 NW 297.15 PROPOSED BUILDING N= 111615.18 MIN. (TYP.) N 111644.02 111644.62 297.65 I E=1272508*58 12725811,13 IE OUT=297.63, 12"0 N FF=305.50 E= 1272611.16 12:72611.16 TG=303.89 299.6 c TG=303.84 294.11 C) y: i € \: IE IN=293.91, 12"o E ---- ------ IE IN=297.77, 12"0 NE IE OUT=293.75, 12"0 N 294.11 27' 5 IE IN=297.78, 12"0 S 297.95 :36# IE IN=298.33, 6"o SE 298.45 C) CS #15, TYPE 2-54" IIE OUT=297.74, 12"0 w 297.74 7 77. W/ FLOW SPLITTER v/� 0) f SEE DETAIL ON SHEET DT-02 - - - cv a? 1, 11614 CD N=1 11614.66 E= 1272550.80 127i446.43 t L�j_ V) 3 ZQ7 '302.58 TG=302.43 co IE IN=298.13, 12"0 S 298.24 00 1 29:7.74 7' IE OUT=297.62, 12"0 NW FOOTING DRAIN, (TYP.) C'4 )1 IE 1 298.24 0 IE OUT=298.13, 12"0 W 2 T LL 0 2 TRANSFORMER PAD 7 \ f, f oc) j h' k 2 Q lap O �V 18 ps F ul 16 27 18, CONTOUR INTERVAL 1 VO RE) SCALE: 1 20 0 S=2.00%0 6 5 MIN. (TYP.) r8. \t \ Y op --------- - 2 101 0 20' 4AY --------------------- - c9 #22, TYPE 1 13' 18 E= 1272605.58 12726E)6.51+ N=1 11462.94 111463.06 00 303.1 E) Q) C8 #23, TYPE 1 \ _ OTG=302.74 7 AS BUILT CERTIFICATION: 111458.6+ N=1 11458.84 IE IN=299.47, 12"0 E 299.54, 1 HEREBY DECLARE TO THE BEST OF MY KNOWLEDGE \ ' \ E= 1272812.54 308.04, -&!!o IE IN=299.92, 6"0 NE THAT THE INFORMATION SHOWN HEREON REFLECTS THE TG=303.58 303.57 IE OUT=299.45, 12"0 N 9.5.+, 194 2 "AS -CONSTRUCTED CONDITIONS." THIS CERTIFICATION IE OUT=300.54, 12"0 W 300-54 2, 2 \P IS BASED UPON WORK PREPARED IN ACCORDANCE WITH GENERALLY D PROFESSIONAL ENGINEERING CB #16, TYPE 1 20-7 207 LF, 12"o SD c1q 7 7 N=1 11467.00 11146 im 4z=n Sze) AND/OR S� MVQ PARNTICE. E=1272545.56 0.50% �° (4 \ i J j ,1. TG=302.07 302.13 \\ ,,\ � � ZACHARY T IE IN=299.34, 6"0 SW 299.48, 64 c) \\ ` �*. %- '\\ `� �- -,r IE OUT=298.81, 12"0 N 298.98, 1z DATE: i '000000000000� A �O -7 X I ! 2 (D ! j /�� i 302 301 4:3:0:a7 C) CITY OF FEDERAL WAY ZONING ° �� /` 202104--9052 CE COMMERCIAL ENTERPRISE PERMIT NO. 13-105216-CO CITY OF FEDERAL WAY AS -BUILT 1210114 DATE v RE:VISIONS NO. DESCRIPTION DATE BY '1 1 PPERMITDRAVANGS 11/22/2013 ESM 2 SECOND SUBMITTAL 101/28/2014 Esm 3 THIRD SUBMITTAL 02/07/2014 Esm 4 03/17/2014 FOURTH SUBMITTAL ESM 5 AS-BULTS 12/02/2014 ESM • 40111 bMAL 'tea C4 s 0120 < cc 20 0. w w 0 z c c _03 0 z Lo 0 W cy ce) 4D 0 ­0 0 :3 co E z c 0 D Ick cd z 3: u) 4.0 CD c Zo •> 9 D. o 0 Oco E of so p3: L_ w 25 b a. z 0 6 z 3 W z < z -W, CL 0 w 0 < z CL 0 Z 0 W o 0 > cn < a m ,� Q W vj Z cr w < N 0 w 0 w fL JOB NO.: 1770-001-013 DWG. NAME: AB-SD-01 DESIGNED BY: LGB DRAWN BY: CiR CHECKED BY: DATE: 11/07/2014 DATE OF PRINT: AB-SD-01 8 OF16SHEETS DRAINAGE NOTES 1. PROOF OF LIABILITY INSURANCE SHALL BE SUBMITTED TO THE CITY PRIOR TO THE PRECONSTRUCTION MEETING. A PORTION OF THE S.E. 1 /4 OF THE N.E. 1 /4 OF SECTION 20, TOWNSHIP 21 NORTH, RANGE 04 EAST, W.M.11. 2. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH WSDOT 7-02.2(1). THIS SHALL INCLUDE LEVELING AND COMPACTING THE TRENCH BOTTOM, THE TOP OF THE FOUNDATION MATERIAL, AND ANY REQUIRED PIPE BEDDING, TO A UNIFORM GRADE SO THAT THE ENTIRE PIPE IS SUPPORTED BY A UNIFORMLY DENSE UNYIELDING BASE. 3. STEEL PIPE SHALL BE GALVANIZED AND HAVE ASPHALT TREATMENT #1 OR BETTER INSIDE AND OUTSIDE. 4. ALL DRAINAGE STRUCTURES, SUCH AS CATCH BASINS AND MANHOLES, NOT LOCATED WITHIN A TRAVELED ROADWAY OR SIDEWALK, SHALL HAVE SOLID LOCKING LIDS. ALL DRAINAGE STRUCTURES ASSOCIATED WITH A PERMANENT RETENTION/DETENTION FACILITY SHALL HAVE SOLID LOCKING LIDS. 5. ALL CATCH BASIN GRATES SHALL CONFORM TO KCRS DRAWING NUMBERS 41,46,47 OR 48, WHICH INCLUDES THE STAMPING "OUTFALL TO STREAM, DUMP NO POLLUTANTS" AND "PROPERTY OF FEDERAL WAY". 6. ALL DRIVEWAY CULVERTS LOCATED WITHIN FEDERAL WAY RIGHT-OF-WAY SHALL BE OF SUFFICIENT LENGTH TO PROVIDE A MINIMUM 3:1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE BOTTOM OF THE DITCH. CULVERTS SHALL HAVE BEVELED END SECTIONS TO MATCH THE SIDE SLOPE. 7. ROCK FOR EROSION PROTECTION OF ROADWAY DITCHES, WHERE REQUIRED, MUST BE OF SOUND QUARRY ROCK, PLACED TO A DEPTH OF 1 FOOT AND M T MEET THE FOLLOWING SPECIFICATIONS: 4"-8" ROCK/40%-70% PASSING; 2"-4" ROCK/30%-40%ASSING; AND -2" ROCK/10%-20% PASSING. INSTALLATION SHALL BE IN ACCORDANCE WITH KCRS DRAWING NUMBER 51. 8. DRAINAGE OUTLETS (STUB -OUTS) SHALL BE PROVIDED FOR EACH INDIVIDUAL LOT, EXCEPT FOR Y FEDERAL WAY STUB -OUTS SHALL CONFORM TO THE �I y f.� �,I� 1 1,;, i- { Y 4S 1 ;,' , ,'t ' i cat is 1 i 1.} }4,' t t, 1, j i {t t ; t i 11 y i` t �v f!!! j i� 1 g a. Jf l\\\ \+ . _ 1 1 t \ \Ii�,1 i S I f.. € i 4 t, S f 1 I .i STROM POND ' \� , v ..�� l I tt' � ' 1 1` 1 � t 1 -, i / ��O EX. SSMN 1 1, i ` ' t ' ' j I� //",� RIM=281 .80' f 5 i� ' 1 f 1 ' ,,'�i ` 1i 12°° PVC1N N. /` f19 i ;t' i t 1 :. �. ,,'� �� 12" PVC OUT S. ) . ' i 1 I1: „ f t 1 ! A 3; � � CTR CHNE \E=270.60' �f11 f '3 I £ ;i ; t { �4 1 `�'+ . - - - i t s 1 .� � - �. , { t i " ;I ° ; ; s1. C8 2, TYPE 2-48"� � �1 a �: tt,t 7 STORM WATER t _ , i POND WATER � 1 _ CB I, TYPE 2-48" \ j ' � ` ' { ? , W/ SOLID LOCKING L SURFACE � ; t I I_ / _ - , N=111702.51 ELEVATION = 272.9 1 e ' \ � I .1 W/ BEEHIVE GRATE \ i : - ; { , f' 4 ' ! , E=1272383.81 \ SEE DETAIL SHEET OT-03 f ,'f `� 3 24 05 1 TG=296.13 " 1 \ ; -. �' l i ' IE=282.93 15"O IN E \ \ ' \\ \ 1 E=1272324.20 �'. , 4 � \ : \ �l ,. ' 1, ` �80 8� TG=282.25 ! ! i IE=282.77, 15"vs OUT W , `�� \ � - i\ t \\ t i 1. , 2 94 'E=277.98, 15"� IN E I. , . ,, f � Z / - � .,�c�.' '_1' �11�"`_, �, _.:,> -. X V, --�� - ! ` THOSE LOTS APPROVED FOR INFILTRATION B �-�i i s�;j I IIIN�l � - I I, I � i i! I 'I I ' ^ \ / � \� �' - s+75 3@ ! ; 30 }-33 I t I ; ; > > +oo FOLLOWING: `, a .-' HE LOWEST ELEVATION ON THE LOT, SO AS �_ }Y �� ; ' \ v vdTER SURFACE 15" SD A. EACH OUTLET SHALL BE SUITABLY LOCATED AT T ,a �'p, _ : ` h ', �, \ 30 LF, 15 sa SD, 29 LF, 15 s� SD 134 LF, \ BQ I , NSPOUTS AND FOOTING DRAINS, DRIVEWAYS, YARD _ -\: �� \ \.. \ , ELEVATION ON FTHE 5=0.43% CAD S=6.63% SERVICE ALL FUTURE ROOF DOW \ ,,k-t, �� _v�__-- ®S=16.07% TO DRAINS AND ANY OTHER SURFACE OR SUBSURFACE DRAINS NECESSARY TO RENDER TO LOTS \ \ . UPSTREAM SIDE OF �6-8& ` , ' .�`- --- -\ �` 3 Va'EIR - 280.00 j - -� SUITABLE FOR THEIR INTENDED USE. EACH OUTLET SHALL HAVE FREE -FLOWING, POSITIVE `� -� f_ _' � �:. , �� \ . \ {,,, RIP RAP PAD PER DETAIL ; I �, \ \ \ \ (3 / 13/01 }_., IN ON SHEET GR 03 ' ; I , DRAINAGE TO AN APPROVED STORMWATER CONVEYANCE SYSTEM OR TO AN APPROVED -� \ \ - ; OUTFACE LOCATION. ,, \� , \ ` r �, �''"� L � 9 1 I PROPOSED 20 STORM \ / \ f # } � V \v� f I I. 1 _ DRAINAGE EASEMENT n CONTOUR INTERVAL =1' SCALE: 1" = 20' o, 101, 0 20' 4w, NOTES 1. SEE SHEET DT-01, DT-02 AND DT-03 FOR DETAILS. 2. ALL DISTURBED AREAS TO BE HYDROSEEDED. " " ` �'` . B. OUTLETS ON EACH LOT SHALL BE LOCATED WITH AFIVE-FOOT HIGH, 2 X4 STAKE MARKED f �� \ p ,` \ \� RESTORE GRAVEL ROAD { { z' i is �; Or . \ {i \� AFTER CONSTRUCTION { ` ' "STORM" " STUB SHALL EXTEND ABOVE SURFACE LEVEL, BE VISIBLE ____ ..._w_... __-_. 1 { STORM OR "DRAIN". STU � �� �o \ , \ - . �' \\, , \ ! CB 1A TYPE 2-48"1a cr, ! I11 AND BE SECURED TO THE STAKE. \ \ \\ -{ _ . \ .\ \ - \ , E \ �' �.. 2 ..�~ , I I I } $ 3 W/ SOLID LID \\ �6 . v_ , { � ; G LID � \\ C. PIPE MATERIAL SHALL CONFORM TO UNDERDRAIN SPECIFICATIONS DESCRIBED IN KCRS \\ \\\ .. "N \ \. \ � �-�rVEIR / __ � { ' , I } W/ SOLID LOCKING OTHER ACCEPTABLE �, \ \ '' \ '\ ' ' � \ \ ' I y N=111702.72 , 7.04-AND, IF NON-METALLIC, THE PIPE SHALL CONTAIN WIRE OR 0 \ \ \ \�� \ - i �UVJ C - DETECTION. { E=1272354.48 n �n �� . Z �. . s / �, / � . I ! i I ' TG=282.70 �; -----___. A \ \ \v 1 v f` . A D. DRAINAGE EASEMENTS ARE REQUIRED FOR DRAINAGE SYSTEM DESIGNED TO CONVEY FLOWS i ' ` \ I 1 ` j IE=278.11, 15"s� IN E THROUGH INDIVIDUAL LOTS. f l , ' IE=278.11, 15"� OUT W \� \M-4 I f ; r I {.� j i FOR COORDINATING THE LOCATIONS OF ALL \\ \ �` ' \\ \+' '� i ' I. I o r ` � I I E. THE APPLICANT/CONTRACTOR IS RESPONSIBLE "" �. `� % ; i {_ { STUB -OUT CONVEYANCE LINES WITH RESPECT TO THE UTILITIES (E.G. POWER, GAS, Y" \� \ \ \ I ; / f f t l I EX• t10 SANIRARY SEWER EASEMENT TELEPHONE, TELEVISION). F� \ \ j 1� I �� �< { ` } I ; ` i ' ED BY THE LOT HOME \ j ' THIN € { I I F. ALL INDIVIDUAL STUB -OUTS SHALL BE PRIVATELY OWNED AND MAIN \ { {{) i OWNER. \ o f { 5' e t i d t� i I u t11 {! ,t I 1; 03 /� _.-__.-..___.� ___._....-._ _____ __. _ _ _ 300 ( t , 300 - , ,i }(} { < 4 iy fl . _. _ 1 I� }, ;, V 0 II; . iF{ . a- --- --- -- co cop 0) 00 Nt N N; N N i' { !� �� ��'/�� ! I #, STORM WATER POND . _-___ _ 295 j z' ; 295 _ - _.. I. 5__-...._ -� i-- i l = I 1 i t ' # ` t! _i I WATER SURFACE 1{ f t I,, 3 ,, EXISTING :GRADE _ fI i �1, � I I i , L 1 ELEVATION 275.0 �' fI ` i I 0 � OF :PIPE (3/24/05) ly° i I TOP OF 12 GALV } { I 11 �� f t { i t ,{ W i , / PIPE EL: 276.07' i I I �; Z v I t �� ' fr 1 I f_. t �` �� �� ' 4 F _.. .. _____.._-r___........,__. __...__.________��..._._._. ' ! t i t ' _...._... .._-. __.__ _f _._...... .. __. _... _ .. . a ,� _. ._____.__.,.._.___ } 290 f I_ 5 i ; f �/ 290 1" i 1I I,�,; t t { 4 i { i , , W I 1�; � � I (o//1 -/ i i �If Ii w I / , i ) cn q '� € € STORM WATER POND i 1. I ( ! ' ; I {�) ; I { ` ` j iJj O / if 4 E 3 7 f , S - ij I I t _ ai _. _. _ _ - ' -- - ---- 285 t N :.. l�.' ti ATE i cc� W R SURFACE ` 28511 __,___._-_-.__ .__.__-____.__ _.. � � _ , " ^ ELEVATION 275.9 i f 1 / ' r I ' ( �`' 3 24 O5 k III€; �{ i ( f . - - - I f , - - ) t ( , 1 f f l / f % / ° � i (` t 1' 3 I /� �.n i t l i t --" __._ _._ _ _._-_ I ` ; ,/ /� f , 4 ; ! IV t 0 WETLAND BUFFER i ; _.. _. ; 280 / / 10 280 ---' - -- . , - /. TG=296. 3 Z95-3 �/ % � 1`� 'I `� . t I I I. L{ i 11 ' 11k, / ! T t , f j tE=282.77 1 "� 213 A6 % , l / /j r` t } I� i= s , - f , 40 �9 LF, 15"Os D �/ % � P� f ` �, € , � � 1 3 4( i j 4 ; , I If S 16.07% G-�1 f { ! 275 _ CB 11A TYPE 2=48"O - _ _ _ 275 / r r 1 1 y F f, W/ SOLID L10 �� , 1, �. ' �" ,� /� ' ' !� f ' ` l i I ;,; , L I TG=2$2.70 ��7 / / "` I/ 7 , J f, /i . 1 l ! I IE=278.11 15"O 2�:� � EOW � / / / � �' . . l 'f iri ` i i 1 � i ` ' i '. - 1 i. ' I(. I` 15"� - ' , f , II j SD _ - t 30 LF, _ _ _ -- - __ _ __ _ - >, w 270 , -_„�. _ _ - _..___._ 11­ r __ _ . P. TYPE 2 48 sa GRATE .�,_ _ ._._ __ u.H __ _-',,,, 1.\\ \ `W/ BEEHIVE - _ -x_ `_ - ; -_ __$M. �!��- ' - \ tip, ; I I SEE DETAIL SHEET DT 0 ~ _ __ _ _ ;. �- �' \ \ t - -- r _ -�- - _ _ I TG=282.25 280-01 4 �. �.� r , . - - --- f. IE=277.98 15 24 0 ~f _ ---= --_ ''� . _ . _ _ 265 / \ �f '-� ` �� =:�� �. } 1 I { ''' 265 40 ✓\ _ - \\" , _,', �. r , f` ! t 9+80 _ - - :::. r /gyp /' .S.`._ 'Y \ t,,. - �, - / £ 1 5 IZ. SCALE: 1"=5' VERT. � . i u _ ` - - :- _ F' I s,;., x OT CRETE '' _ t , >:.-m - t ! 1. �� -/ I s AS -BUILT CERTIFICATION: I HEREBY DECLARE TO THE BEST OF MY KNOWLEDGE THAT THE INFORMATION SHOWN HEREON REFLECTS THE "AS -CONSTRUCTED CONDITIONS." THIS CERTIFICATION IS BASED UPON WORK PREPARED IN ACCORDANCE WITH GENERALLY ACCEPTED P OFESSIONAL ENGINEERING AND/OR OR SU RVEYING R IC . _11 J 11 f / ; . - _ _ _ I -� t t i i� `' O.% 0 1 ; . <z ,may �� - _ _ __ w _ _ - I. ALL `DISTURBED+ AREAS a I j j, g jf _' f - !-. � r ` ' _ � _ . , � _. _ " ___ _ = � �S. CRETE � � - � HYDROSEEDED a I . - - _ TO BE - - *, -- 'll_ _ /r / / is ,. r_z, m- ? 1 t j i S'. ? ,, J, '` 1 /.k„•"'r"-..;T_ '-'y.^�� - T_ .,.,c^- ��,_ -._.�� �._ 't 1 t t E p / �'� .. _� ;, / N ` i • i f ! .r 1 �'••• \. "-..-^...r'' f .5 ;t \ 5. w,�' .. .._...�. �� ��r ",.ter 4 �...� �. .�.�rs �. P ) �',. _ QO t 1 j t, /� i i .jy, ,` %^-: "`n �.`"^ 't .� 1 t,---' ., -.._..-_..._.�_... _w._._..._ ._....--_ _��_. ._.�.. __..._._--.__..... _..,.r..... _...,._..., ,../� `f % % r - i "- �__ r :- ) . a , --...___._ . , i a d J ' "r v _ _.. _ _ 9 F J 1 4 '1 i Yy Yf as /^`'Cr-_ e+u.vu�n,x xvw.n+am+rn --+..� % / /� % ( q: .e - ' i' M , € , , ! i v , � t a , --_ --._ ---_ - __ 285 , .k � . i� .- P i " t 3. I ,' t _ I , t ,i', 1 l 1 _...__,_ _..._....--..._...._ ._-.• ._» .-...r., ,. , _,.,, .:>r �.a % O Im I i' Y .r ' a r , ' y t �1 .. �.,_ -..-- ...:,-,-,.�` ' - s 1 3 j•� i --.--..-.__..... .�.�.._ _'___ _- .._... ..--.'"°`- / , �f � i y. _ f 7 _ O 1 ! 1 f r I j f I l` t:. 7'� � �._ i , f - ___,. -_- _, _.. _,. _'--___._ _ _ , r s ' . ' (/ f �j y- / i i t 1 t 1 ,F j` E . i t � ! l aFY' aj ___ s ! l` �,_... �...>, ...,M,. ..,E,,,,.,;, r - ,..,,..-- - w -Al O t f 1 I _ / j / 1 %I _ _ --.,__...- -.__., _..._._, _ x.,.Y v { I 1 �' / _.._.... - ____.__ .._ _..._. _ r' s ; -- , , r 1 t r ( . t { ti CE COMMERCIAL/ � f / f ' / / r - , 1� _....._ _-.,_..._ ._:._.,_ ____._. _._ .,_ _ '' ` ' 29O , f i( ' / BUSINESg K t J , .' U 1 o�m a_ TERPR E l I`` w.- W. �. - „ ,�.a z t M CITY OF FEDERAL WAY ZONING / / 295 . r ~� . ,p 2 M � i `_> _twt.. ", CITY OF FEDERAL WAY ZONING / � / / / / , _-_-�- w = N / t0 E cw t/f r / W _.._ _. .e.. 0? p _. _ [i LL I PERMIT NO. 13-105216-CO I CITY OF FEDERAL WAY AS -BUILT VZ I ` 7 // 4 - -- DATE A PORTION OF THE S.E. 1/4 OF THE N.E. 1/4 OF SECTION 20, TOWNSHIP 21 NORTH, RANGE 04 EAST, W.M. PROTECT IN PLACE EX. STORM DRAINAGE STRUCTURE AND ADJUST LID TO MATCH PRESERVE AND PROTECT RM2400 SIDEWALK. (LID BOLTS BROKEN UNABLE TO EXISTING JUNCTION BOX. t f C8 #8, TYPE 1 OPEN). CONNECT NEW 12-0 SD FROM DITCH TO EX, 24"0 MULTI FAMILY /111; All / ADJUST LID TO GRADE AND STA 13+77.84, 19.44' RT SOUTH. CONTRACTOR TO VERIFY LOCATION AND CONC. S.D. Ir e I COAT WITH SLIP -RESISTANT tj I CITY OF FEDERAL WAY ZONING ELEVATION PRIOR TO CONSTRUCTION AND PER CITY OF f STA 3+77.8;3, 19.22' RT. 202104-9004 1 NOTIFY ENGINEER OF ANY DISCREPANCIES. FEDERAL WAY STANDARDS PRESERVE AND PROTECT'/ OF DRIVEWAY EXISTING POWER BOX. ADJUST STA.=13+50.00, 20.00- LT. C8 f 12, TYPE 1 lc� t PE AT STA.=13+80.85, END LID TO GRADE AND COAT I ROAD IMPROVEMENTS PER DETAIL 3-6A, SHEET DT-01 W/ THRU CURB INLET -RESISTANT CS #10, TYPE 1 MATCH EX. CURB WITH SLIP STA 12+49.45, 19.08' RTI STA 10+72.18, 19.22' RT AND GUTTER COATING PER CITY OF 4' LANDSCAPE FEDERAL WAY STANDARDS INSTALL TYPE III STA 12+56-60, 19.22' RT- A STA 1 E) if 72.29, 19.22' RT- BARRICADE PER EXISTING RAMP TO BE REMOVED 6' SIDEWALK 6T-0, DETAIL SHEET DT-01 A* 1 " . , CB #1 1A, TYPE Join AI STA 11+39.64, 20.21' L JT C8 FSTA STA iC SIDEI��JCI STA ca #7, TYPE 2-48" cb 7- r PERPENDICULAR CURB RAMPS 11 + 4 8.00, 19.22' z, PER DETAIL 3-11 ON SHEET STA 13+77.751 19.21' LT OF ROAD TIONS PER 0 DT-02 AND ELEVA STA 131:77,83, 18.2 PROPERTY ON SHEET DT 04z CONTOUR INTERVAL SCALE: 1 20' RE SAWCUT 165 L.F. LINE 7l­ BollLARDS C14 SIL 00 1 CAUTION: o._77 I I )` 20' 10' 0 20' 4409 4- z 7 PROTECT ACE EXISTING N PLACE / 1*=20' HORIZ. UNDERGROUND UTILITY LINES 1*-V VERT. 1,37 SCALE: .2 so EXISTING RAMP 3 7,T 0 10 _j ROAD "All PROPOSED 20' STORM/ rono ACCESS TRACT) TO BE REMOVED (PRIVATE C14 -0 SD STA.=10+46.27, 0.68' LT. DRAINAGE EASEMENT 39 LF, 12 q BEGIN REMOVAL OF GUARDRAIL OD 0 S=0.77% 0.50%_ 4+G 110 LF, 12"o SD PRESERVE AND PROTECT CURB FtTABLE ni 'Jill - EXISTING MANHOLE. ADJUST 7 LID TO GRADE AND COAT \ •.a..__.,4" �O- 4 4 5 ��7SD WITH SLIP -RESISTANT BCR CO 0 COATING PER CITY OF 1/4,& 10 4' LANDSCAPE ca #6, c8 1/2 STA 1 +49.19, 19.41' LT FEDERAL WAY STANDARDS SET SHEET SD 6' SIDE WALK /41 L.F., EX. STORM 01 ill, TYPE 1 RM 3/4 STA 2 i 50.00, 19.22' LT- - W/ THRU CURB INLET DRAINAGE PIPE TO BE 0) •0) --------------- 11 -------- DT-01 STA 10+74.29, 20.18' LT i ECR )REMOVED el'r A 4 ll 4 -7A Az STATION OFFSET ELEV. 10+72-12 20.00. .308-88 10+58.01 22.35! 309.26 10+46.07, 30.26- 309.64 10+38.30 42.29' 310.02 10+36.00 56.43 310.40 IA=94.45 R=35.00' I L=57.70' I i I 95 95 LF, 12 0 SD .1 co 0 EXISTING SPEED LIMIT SIGN "Jill z 0 S=1.83%0.51% PERPENDICULAR CURB RAMP PER 4* MIN. TO BE RELOCATED. X DETAIL 3-11 ON SHEET DT-02 AND I` m CURB TABLE ELEVATIONS PER DETAIL ON SHEET DT-04 PRESERVE AND PROTECT c8 #24, TYPE 1 EXISTING LIGHT POLE 11 J INT'X2, BCR W/ SOLID LOCKING RAMP PER KING COUNTY ROAD CL CB ROAD "A STA 10+60.32, 69.40' ET STA 10+60.39, 69.� LIP LT '.d F STANDARDS FIG. 3-014 1/4 NOTES 47 STA 10+00.00 = SR-99 PACIFIC HWY SOUTH 309.32 TG=309.18 1/2 1. SEE SHEET DT-01, DT-02 AND DT-03 306-80 IE=306.78, 12"0 FOR DETAILS. 306.80 IE=306.70, 12"0 MATCH EX. CURB 3/l 2. STORM DRAINAGE PIPE WITHIN ROAD A, UP T-77-r- AND , GUTTER 1z 1z ECR TO CB 97 SHALL BE PLAIN CONCRETE PIPE, 4 110 LF, 1 22 0 D ___ p -__ BEDDED AND BACKFILLED PER WSDOT %V, a= 0.4tv PROTECT rRVI STANDARD PLAN B-55.20-00. AS SHOWN ON INLET W/ TRASH RACK EXISTING POWER POLE I.E.=307.29, 12"0 SD SHEET DT-04. P61 CONTRACTOR TO VERIFY LOCATION STA.=10+47.28, 75.92' LT. AND ELEVATION PRIOR TO RELOCATE SPEED LIMIT SIGN. CONSTRUCTION AND NOTIFY EX, DITCH ENGINEER OF ANY DISCREPANCIES. STA.=10+44.63, 113.54 LT. 0 END REMOVAL OF GUARDRAIL AND PROVIDE FLARED TERMINAL PER WSDOT STANDARD PLAN C-4b, SEE SHEET DT-04 STATION OFFSET ELEV. 10+77.82 20.W 309.24 10+72.29 19.70' 309.09 10+64.39 22.81' 309.40 10+53.07 30.55' 309.57 10+45.60 42-05' 309.74 10+43.12 55.54! 309.91 ,A=90.39 R=35.00' L=55.21' 1(0 n (D (7) L0 0) 1q :0) 04 04 r-: 00 0 0 0� .XN .;c n 3- 0; "t c1Q 6 00 cy) 6 0 0 01 10 oIto 00 100 CF) �0) �0) ui 0:14t 10 0 0 0 00 0 0 0!0 0 �O I I 1 ;0 ;0 10 r4l 0 po 0 r4) 0 0 1 0 0:0 0 (4) n po pr) 0 31')POP) V) 330 330 j PVI STA: 1 O-I'65.29 PVI ELEV: 3P8.94 K: 5.34 LVC: 30.00 325 TA - LP STA: 10 72.29 325 ---------- . ........ - ------- _jP ELEV: 3 9.11 (0 04 04 U) 0; 0 0; 100 0 LO 0 PVI STA: 11: +02.77 + + PVI ELEV: 320 - - ----- PVI --- ------ K:- - 16 01 1 +62.08 t 320 STA I LVC: 40.00 (;i (;i in> STA 10+00.00. ROAD "A" PVI ELEV: 308.91 0 SR-99 PACIFIC HWY SOUTH HP STA: 11+06.76 I K: 19.23 HP ELEV - PVI STA: ';12+59.88 309.39 ELEV: 311.85 LVC: 50.00 PVI ELEV: 305.39 oo K: 51.68 rl 6 C! 1 8 315 1 LVC: 100.00 1 1 1 $. . -m ­111-1 c� _, I STA. 1,0+32.23 11�_ Do 1—— 1. _ -4 .1111, 1 1.1­1_11 ­ ­­ 1 1­ _­ 11 ­ c_ 315 ---------- J-- n 0 N 00 BEGIN �ROA 00 0 D PVI STA: 13 55.85 "00"o) + 00 CD I n + + 00 111') 00 + + 0 CONSTRUCTION AS -BUILT CERTIFICATION: --------- ---- PV1 E�tEV: 303.79 .. I r__ I 6 uj K 30.28 v- UJ 00 00 uj I iI HEREBY DECLARE TO THE BEST OF MY KNOWLEDGE 0 THAT. THE INFORMATION SHOWN HEREON REFLECTS THE LVC: 40.00 + to + U) n .. i EXISTING GROUND 0 uj 0 to re) UJ "AS -CONSTRUCTED CONDITIONS.- TH S CERTIFICATION > 00 C*4 OF ROAD �10310 -BASED UPON 00 iu> IS WORK PREPARED IN ACCOR �Q DANCE WITH 310 u) I. �ui 4 i,>j io Jr- 0 n 0 PROPOSED GRADE - GENERA SIONAL ENGINEERING �L GENERALLY AVC C IED OFES I UR STA. 13+80.85 1+ n I I 0 OF ROAD M> AND/01 14 R u; END ROAD "A" 0 S=0.77% aj 0.50% ZACHARY T. LENPO L.J. N 44925 UJ 4G 39 LF, 12"0 SD_\\ 305 CONSTRUCTION _-_';4-38 LF, 12 0 SD T* Aw ------------ " DATE: -1.08r, 1 -00% t 305 Jill -6+ 59 LF,12 0 S=0.44,7. 2 I �10 lu 1-2-0 SD 3-7-39 IMF, 12-0 SD 12 0 SD 0.56% E�LEV=306.45 0 5�0.97% 1.0;3%,_,,- 2.99% 300 300 4) S 12 0 37 1 LF, S =2.37% i5 t 295 0 10521 6-C, B 910. TY B #11A. UPE PERMIT NO. 13 PE- 1.­f­_ ------ 295 ----------- - . ..... !TG=308.77 388.75 W/ THOU CURB INLET =305.45 305.50 TYP1 E=300.83 12"0 OPT S 300.88 ilE=303.72 12"0 IN E 303.75 TG=30&80 ;308.88 #8, E CITY OF FEDERAL WAY =302.61304 IE=303.70 1 �"O OUT W 363-:75 IE=304.4 12"0 OUT S 304.29 . 2.7 74. E=297.54 '12"0 OUT SW 29:7AS-BUILT 290 ...... ........... LCB TYPE1 JCB j­­­­­- 290 !C B, -TYPE 2 z-9 305,50 W/ THRU CURB INL TG=305.45 TG=302.68 302.76 TG=309.�6 309.30 36 IE=300.42 12"0 INN 300-50 IE=297.16 120 IN E I IE=303.92 12-0 INN 364,09 IE=300.41 120 IN E 300-50 IE=297.16 il 2"0 IN NE 297.36 " IE=303.90 12"0 OUT 304.09 DATE OUT S '297.36 IE=300.41 12"0 OUT W 300.50, IE=297.16 '12"0 14 11+20 10+80 10+40 10+00 14+00 13+60 13+20 12+80 12+40 12+00 11+60 O REVISIONS NO. DESCRIPTION DATE BY 1 PERMIT DRAJ W ESM 11/22/2013 2 SECOND SUBMITTAL ESM 01/28/2014 3 THIRD SUOMFITAL 02/07/2014 ESM 4 03/17/2014 ESM FOURTH SUBMITTAL 5 AS -GUILTS 12/02/2014 ESM ImLAL • • • 0/s NAI. c.) 1% L 0) 0 0 C4 C4 < cir) Cc C ID < 00. w w 1310 c c z 0 Z to 0 W 04 cf) 41 4)0 0 0 c 0 E z < C all > ­ 0 c E <> ca 0 cn CO z 0 o 4) 0 qt 10 ce) a) co LL E u) c 9) 0 m3: c w va 0 6 z 3: !Q x W 0 z w_j < LL- 0 Wol 0- :D z Li W z Z :05 Q Cc W LLJ 0 0 > z < Cc) w ( ) cr_ O W < Al x < a if r% 0 Or X CL w a w JOB NO.: 1770-001-013 DWG. NAME: AB-RD-01 DESIGNED BY: LGB DRAWN BY: CJR CHECKED BY: DATE: 11/07/2014 DATE OF PRINT: AB-RD-01 10 OF16SHEETS 2' MN. ANO GUTTER PATCH - MN. 3' CLASS 8 ACP (OR MATCH EXIOTI Ni). MIN, 2' CSTC ISTNG PVMf. M NT CONCREJ CURQ & GUTTER REPLACEMENT 1 NOTES: 1. EXISTING CURB REPLACEMENT WILL REQUIRE REMOVAL OF ASPHALT A MINIMUM OF 12" FROM FACE OF GUTTER. �► F� ci eat' �_� ! L�td��� y . �. *TOP OF LIP AT pRNEWAYS m —I R� n �•: ANCHORAGE MAY j 1 EPDXY. MORTAR. OR MBAR. [ EXTRUDED ASPHALT OR CEMENT CONCRETE CURB IN PRIVATE PARKING AREAS ONLY 1/2' 5- 2 *TOP Of LIP AT Ofb1lEAYA� it -1 ES ANCHORAGE SHALL K VIA EPDXY OR MORTAIL REBAR SHALL NOT IN APPROVED FOR USE N RIGHT OF WAY. EXTRUDED CEMENT CONCRETE CURB FOR USE IN PUBLIC RIGHT OF WAY APRIL 24 CURB AND GUTTER REPLACEMENT DWG. NO. AND EXTRUDED CURB 3-14A VARIES FRAME AND GRATE OR COVER (SEE TABLE AT RIGHT) SIDEWALK OR I LANDSCAPING PAVING ADJUSTMENT SECTION n (LEVELLING BRICKS OR GRADE RINGS OPTIONAL). I I STORM DRAIN STRUCTURE PER PLAN OF STRUCTURE NOTE CONTRACTOR TO VERIFY TABULATED DIMENSIONS WITH SUPPUER PRIOR TO CONSTRUCTION. IF DIMENSIONS VARY FROM THOSE NEN CONTRACTOR TO ADJUST STRUCTURE OFFSETS TO STIA)C URE vE>R M CU16 ROUID CURB IZ STRUCTURE 0 FLOW LINE q STRUCTURE TO FLOW LINE TYPE 1 0.78' —0.22' TYPE 1 THRU CURB 0.46' N/A r TYPE 2-48"0 1.78' 0.61' TYPE 2-48"S6 THRU CURB 1.46' N/A TYPE 2-54*0 2.03' 0.86' TYPE 2-54"O THRU 'CURB 1.71' N/A TYPE 2-60"0 2.28' TYPE 2-60*0 THRU CURB 1.96' N/A TYPE 2-72*0 2.78' 1.61' TYPE 2-72"0 THRU CURB 2.46' N/A TYPE 2-84*0 3.28' 2.11' TYPE 2-84"$ THRU 'CURB 2.96' N/A TYPE 2-96"0 3.78' 2.61' TYPE 2-96*0 THRU CURB 3.46' N/A G, COMPENSATE. CATCH BASIN CURB OFFSET DETAIL SCALE: 1" = 2' 3" ASPHALT CONCRETE (ACP) 2 1 /2" ASPHALT CONCRETE (ACP) 2" 5/ 8" CRUSHED SURFACING TOP 6" CRUSHED �" �•� COURSE SURFACING TOP COURSE t' .~'��r ..., 4 OF 1-1 /4 CRUSHED SURFACING BASE COURSE SUB GRADE SUB GRADL NOTE: NOTE: SUB GRADE COMPACTION PER GEOTECHNICAL SUB GRADE COMPACTION PER GEOTECHNICAL REPORT PREPARED BY ASSOCIATED EARTH REPORT PREPARED BY ASSOCIATED EARTH SCIENCES, INC., DATED JUNE 13, 2013 SCIENCES, INC., DATED JUNE 13, 2013 PARKING PAVEMENT SECTION DRIVE ISLE PAVEMENT SECTION NOT TO SCALE NOT TO SCALE 1 ' 3, 6, I! LITILITY,_ SIDEWALK 222!!= 4 m 8' 12' 'ARKING DRIVING LANE 2.0% 12' DRIVING LANE 2.0%-- NOTES: --.. 1. AN EXPANSION JOINT CONSISTING OF 3/8- PRE -MOLDED JOINT a. < . PLANTING . . . . . . . . . . . . . . ' . . MATERIAL SHALL BE PLACED FULL DEPTH AROUND HYDRANTS. POLES. POSTS. AND UTILITY CASTINGS, SEE DETAIL AT RIGHT.cc 2. AN EXPANSION JOINT CONSISTING OF 3/8" PRE -MOLDED JOINT MATERIAL. SHALL BE PLACED IN THE UPPER 2 INCHES OF CURBS AND SIDEWALKS AT 10 FOOT INTERVALS AND AT SIDES OF DRAINAGE INLETS. (JOINT MATERIAL OF 2Y,- DEPTH MAY BE USED IN LIEU OF 2- DEPTH). 3. EXPANSION JOINTS IN SIDEWALK SHALL BE LOCATED SO AS TO --' EXPANSION JOINT MATCH THE JOINTS IN THE CURB AND GUTTER, WHETHER THE SEE NOTES AT LEFT / SIDEWALK IS ADJACENT TO THE CURB OR SEPARATED BY A PLANTER 1/4" DEPTH V GROOVE STRIP. O MAX. 5' C-C 4. TOOL MARKS, CONSISTING OF 1-INCH 'V'-GROOVES SHALL BE MADE IN THE SIDEWALK AT 5 FOOT INTERVALS, INTERMEDIATE TO THE EXPANSION JOINTS. .` ; . FULL -DEPTH EXPANSION : JOINT, ONE FOOT 5. AN EXPANSION JOINT CONSISTING OF 3/8- PRE -MOLDED JOINT •' , i„ _. /'�AROUND VALVES MATERIAL. SHALL. BE PLACED FULL -DEPTH BETWEEN THE CURB AND r L 1._ HYDRANTS POIk'S. ETC. � III ADJACENT SIDEWALK. - (S> 1�'tiTTI1E11t- I 6. EXPANSION JOINT MATERIAL SHALL CONFORM TO THE REOUIREMENTS SEE NQTE t — OF ASTM 0994 (AASHTO M33). — — — — • EXPANSION JOINT — I 7. MONOLITHIC POURS OF CURB AND SIDEWALK ARE W1 ALLOWED. A i I 2" CAST i SECTION A -A 1 Ile V BROOMED FINISH (TYP.) 3' WIDE SMOOTH -TROWELED PERIMETER (TYP) CEMENT CONCRETE !'CURB AND GUTTER SIDEWALK TO CURB D � D 1 I/V TYP. BAR � r I I 7/81 Tw. SLOT slt O D °EV& r-� fIIlO1fl1P, 011 AIM-•,IMi1{% OI 711fYIq -., it _ 1,�. TOP VIEW 23 3/4' '1O h II.7 , .- i 3/J 7 23 1 2- SDE VIEW SLOT DEUUL SEE NOTE t BROOMED FINISH (TYP.) 3* WIDE SMOOTH TROWRD PERIMETER (TYP) CONCRETE CURB AND GUTTER h•. SEE CITY STANDARD DETAIL DWG. 3-4 w FULL -DEPTH EXPANSION JOINT 1'E r BETWEEN SIDEWALK AND CURB AND GUTTER � tiles* ' SEE NOTE 5. Me E 1/4- V-GROOVE EXPANSION JOINT IN BOTH CURB AND SIDEWALK SEE NOTE 3 SIDEWALK AND CURB JOINTS AND SIDEWALK FINISH 7 1/4' FOR 610049" THIS WX 1- TH" (TYP. 4 PIA=* THIS 'ft'or THICK 13/e' THICK s' /4-I i 3/4- x 1/ti' BOTTOM VIEW 17 3 4' -� 3/4 1 3/4- 17 112- END VIEW NOTES. 1. SLOT FORMED AND RECESSED FOR 5/8'-11 NC X 2' SOCKET HEAD (ALLEN HEAD) CAP SCREW. 2. GRATE SHALL BE CAST IRON PER ASTM A48 CLASS 30 UNLESS OTHERWISE SPECIFIED. FED 201 T' DWG. NO. 3-3 PUBLIC STANDARD HERRINGBONE GRATE DWG. No. <�FadmI Vft WORKS (NOT FOR USE IN PUBLIC ROADWAYS) 4-5 8' PARKING 4 6' 3' PLANTER SIDEWALK UTILITr 0.5' ...2.0%— LL­3" MIN. DEPTH HMA CL. 1 /2", PG 64-22 CEMENT CONCRETE VERTICAL 2" MIN. DEPTH OF GUTTER 2" MIN. DEPTH OF CRUSHED SURFACING TOP COURSE CRUSHED SURFACING CURB AND N TOP COURSE SUB GRADE 6" MIN. DEPTH OF CRUSHED SURFACING BASE COURSE NOTE: ROAD "A" ROAD SECTION A -A SUB GRADE COMPACTION PER GEOTECHNICAL REPORT PREPARED BY ASSOCIATED EARTH SCALE: 1"=5' SCIENCES, INC., DATED JUNE 13, 2013 N 'O G7 O na 6"0 45' WYE 6*0 S.D. VERIFY SLOPE WITH PLANS AND INVERTS 1/2-X 3- LAG JSCR€WS GALY. 8�X�1D'AOIt 12X i' ���,lWLE$ 2' UK..._....�j POSTS: 4 X 8- Mill. PRESSURE TREATED OR CEDAR PNNIED WHITE. fjXED_(PE�RMCWADrSANDBAGS FOR ) ADDED STABILITY i MOVABLE (TEMPORARY) TYPE RI BARRICADE BARRICADE NOTES: TYPE 1 H IN WIDTH Of RAk 8' MR. 12' MAX. Li WY. Ir MAX. 8- MIN. I2- MAX. LENGTH OF RAIL Y MIN. 2' MIN. 4' AWL HI iGHT 3' 1Wd. 3• WIN. v UK OF FRAME ORi�iNfY FRAMES1LCl 0* FLEXIBILITY essrunAtcy MOVABLE PlHITIWIEESSENTIALLY PERMANENT REV. MAR 20111 STRIPE NOTES: ORANGE & WHITE IF TEMPORARY. RED & WHITE IF PERMANENT. REFLECTORIZW SLANT DOWNWARD. RIGHT OR LEFT, IN DIRECTION TRAFFIC WILL PASS. SLANT BOTH DIRECTIONS FROM MIDDLE IF TRAFFIC PASSES BOTH EfRDS. WIDTH 6 EXCEPT 4 B' RARLS ARE LESS THAN 3' LONG. SLANT DOWNWARD TO MIDDLE AT END OF CLOSED ROAD. SEE MUTCD SEC. 6F.60. NOTE: FOR DIMENSIONS NOT SHOWN, SEE TABLE. INFORMIATIONAL, SIGN STREET PLANNED FOR EXTENSION WITH FUTURE OMU'MENT. FOR MORE IWORMATION CALL CITY OF FEDERAL WAY PUBLIC WORKS DEPARTMENT 253-835-2700. TO K INSTALLED ON BARRICADES WHERE STREET IS PLANNED FOR FUTURE EXTENSION - AS DUCTED BY PUBLIC WORKS DEPARTMENT TYPE h BARRICADE qr111/ DWG. NO. Fi M PUBLIC BARRICADES 3-15 �sS . .. RIGHT-OF-WAY LINE �+ cLNM TAPER `, � ;"a � • ' . r Q, r1N�WAlX PLANTING. STRIP. LF ANY. SEE CURB DETAIL DRUVING 3-4 SAWCUT LINT: FOR NEW OR REPLACEMENT DRIVEWAYS IN EXPANSION JOINT RIGHT-OF,WAY LINE EXISTING CURB/GUTTER SECTIONS. 6' VARIES 4' MIN VARIES I NOTES: 0.02 Ff./Fr. I -� 1. COMMERCIAL/INDUSTRIAL DRIVEWAYS WIDER THAN W MAY �%�i , {:. • BE APPROVED BY THE ENGINEER COI+ISIDERING TRAFFIC SAFETY AND NEEDS OF THE ACTIVITY SERVED. ALL COMMERCIAL/INDUSTRIAL DRIVEWAYS SHALL HAVE AN MATCH EXISTING EXPANSION JOINT LOCATED MID -WIDTH. SEE KCRS SEC. 3.04. DRAIE111AY GRADE 2. 5EE SEC. 3.2.13 AND CURB DETAIL DRAWING 3-4. 4- CRUSHED SIMACING 3. CEMENT CONCRETE DRIVEWAY APPROACHES SHALL BE CONSTRUCTED WITH TOP COURSE (CSTcl CEMENT CONCRETE DRIVEWAY 8' TNLCK• CEMENT CONCRETE CLASS 4000 WITH 4X TO 6X AIR ENTRAINMENT. 4. FULL DEPTH EXPANSION JONNI IF DRIVEWAY WIDTH IS 15' OR GREATER. SECTION A -A • BASED ON TYPE OF EXPECTED VEHICLE USE REV. DECEMBER 2008 Fe WOR S COMMERCIAL CURB AND GUTTER SECTION DRIVEWAY 3-6A 6"0 CAP FLUSH WITH GRADE —EXISTING OR PROPOSED GRADE 6"0 S.D. TO SURFACE LENGTH AS REQUIRED 6"0 45' ELBOW 6"0 S.D. LENGTH AS REQ'D. END PLUG NOTE: CLEANOUT MUST BE DETECTABLE BOTH ABOVE AND BELOW FINISH GRADE 6"0 (S.D.) CLEANOUT NOT TO SCALE 15" 0 SD 12"0 SD CB #13 PLAN VIEW SCALE: 1 "=2' TYPE 2-600 --CL 12" 0 SD RECORD DRAWING I PERMIT N0. 13-105216—CO CITY OF FEDERAL WAY AS —BUILT tZ l? DATE 1 NOTES: 1. CATCH BASINS SHALL BE CONSTRUCTED IN ACCORDANCE WITH ASTM C478 (AASHTO M199) AND ASIM CM UNLESS OTHERWISE SHOWN ON FRAME # GRATE PLANS OR NOTED IN THE WSDOT/APWA STANDARD SPECIFICATIONS, 2. HANDHOLDS IN ADJUSTMENT SECTION SHALL HAVE 3' MIN. CLEARANCE. STEPS W CATCH BASIN SHALL HAVE 6' MAN. CLEARANCE. SEE DWG. NO. 2-006, CATCH BASIN DETAILS. HANDHOLDS SHALL BE PLACED IN ALTERNATING GRADE RINGS OR LEVELING BRICK COURSE WITH A MIN- OF HAtDtiOLD BETWEEN THE LAST STEP AND TOP OF THE J HW2 :K AOA14f1KNt SECTIONEONE MANHOL' SLAB a N CRICK, OR 3. ALL REINFORCED CAST -IN -PLACE CONCRETE SHALL BE CLASS 4000. ALL PRECAST C04CRETE SWILL BE CLASS 4000, 4. PRECAST BASES SWLLL BE FURNISHED WITH CUTOUTS OR KNOCKOUTS. KNOCKOUTS SWILL NAVE WALL THICKNESS OF 2- M MIN. UNUSED KNOCKOUTS NEED NOT BE GROUTED R' i 29� 24 rX 24 OIMMWALL IS LEFT INTACT. PIPES SHALL BE INSTALLED ONLY IN .A. FACTORY KNOCKGUUNLESS OTHERWISE APPROVED BY THE TS i � ENGINEER. CLEAR-4. W. 5. KNOCKOUT OR CUTOUT HOLE SIZE SHALL EQUAL PIPE OUTER 48' 7r 96' ;'.f N . DOA. PLUS CATCH BASIN MALL THICKNESS. MAX. HOLE =} SIZE SHALL BE 36' FOR 48' CATCH BASIN. 42- FOR 54' C.B.. 48' FOR 60' C.B.. 60- FOR 72" C.B., 84' FOR 96' C.B. MIN. DISTANCE BETWEEN HOLES SHALL BE 8' FOR 48". 54'. AND 60' ! t t C.B.: 12' FOR 72" AND 96' C.B. I t 6. CATCH BASIN FRAMES AND GRATES OR COVERS SHALL BE IN ACCORDANCE WITH SEC. 7.05 CE K.C.R.S. AND MEET THE STRENGTH ' x REQUIREMENTS OF FEDERAL SPEC�ICAT�tI RR-F-6210. I . MATMIG SURFACES SHALL BE FINISHED TO ASSURE NON -ROCKING ,. • ; ..: :... FIT WITH ANY COVER POSITION. �" wAM - a• 7. ALL BASE REINFORCING STEEL SHALL HAVE A MIN. YIELD STRENGTH OF 60.000 PSI AND BE PLACED IN THE UPPER HALF MORTAR * a W 0 w.-tr ' INTEGRAL OF THE BASE WITH Y MIN. CLEARANCE. FILL ' ( 4 . 8. MIN. SOIL BEARING VALUE SHALL EQUAL 3,300 POUNDS PER ` { ' 1'-0• FOR 48'. 54•. A t o• am,SQUARE FOOT, K .,.! : ' rt - • v 2'-0' FOR 72' « ll/' OHM. 9. FOR DETAILS SNOWING LADDER. STEPS, HANDRAILS AND TOP SLABS. 6'' °o°a °__ - -- - SEE DWG. NO. 4-4. MO 10. SEE THE WSDOT/APWA STANDARD SPECIFICATIONS SEC. SEPARATE CAST N PLACE FOR FOIAIOATIOAgS 7-05.3 FOR JOINT REQUREMENTS. 'Ft SEPARATESEPARATE CAST-N-PLACEPRECAST /' INK COMPACTED OU" FOR PRECAST 816E ONLY. ONLY REINFORCING SIM FOR SEPARATE BASES 0" 023 SO. N4W_- N DIRECTION FOR 45' OMM. RENFORCW0 STEEL (FOR PPAC,. BASE t INTEGRAL RSIR ONLY} 0.15 SM N./FT, IN iEAACaXt FOR ; D.W 0.19 S0. N./1•T. N EACI4 OPECTIOM FOR W DIAM. M25 SO. N./FT• N EACH DIRECTION FOR 40' DON. 0.19 $0. N./F7 IN EACH FOR 84. Ow 0.25 SO. N./FT. 0 EACH FOR W DWI. 035 SD N/FT. N EACH OIRiCTHDII FOR Tr CLAM. D 39 SO N /FT. N EAIi1 QN1ECIia1 FW 99' OWL 0,24 $0. N/ft. N F11CH O A9 SO. N./FT. N F/K71 FOR T2' CMA1 FOR 9G' DAM. V RIW DWG. NO. PUBLIC CATCH BASIN TYPE 2 (4880 9 54"9 60"972", & 96") 4-3 Ao"� Fed Wd WORKS 12" 1 PERK 0 ON -0 0 N I I?C: 0 12" PIF m� o� i � N W It N EN 0) ib ti o r ISO[ R./FT. � qR� � x atc-� �-e' 11MC1C teIIBR oowalErE aearAuc BMYNc 7F SECTION A -A NOTES. t. RAWINCL t10RMAN15. POLES. AND INLETS,MCH MXL BE MyAR OF �TACLES 2. RANP CUM LIE SHALL r# PEPPET0 utAR TO OR 8Y E110IN� FM RERIRNS tMt55 oTHt7NVIISE NiROM 3. WHEN RAIDS ARE CONSTRUCTED ON ONE SIDE OF THE STREET. RAMPS SHALL LIE t'�N5r1X1CIF.D AT CORP FOFIDIIG SIOf1AM.K 1.1=3ONS ON OPPOSITE SIDE OF SiR139. SEE DWG. W. 3-W 4, ON ARTERIAL SRIUM N GENERAL. CASE. CURB RAATPS SWLL t'E ODNSTINCIEtt TMIO RETt RADIUS, IN OR pREFT7bIBLY AQuICENr TO tHE kM PEDESTRMN PATHS. 5. ON RESIDENTIAL STREETS OR WHERE UTILITIES NNE IN CONFLICT OR STREET GRAM ET(CEEDS 4AX CURB RAMPS MAY BE OW4STRUCTED ONE PER RADIUS, AT MEDPOINT OF rs RETURN OR N MAIL PME1iFRYLN PATH. D= =TABLE ++AFN RC P^TTERP, AREA BE -=' YXUXI. IN :7!A'LVACC WIT I E wsnaT .�rC. R-14.3 3;- I T: f,>: R 5; R" 1 1 h' o a z• 1E : T_ LL"AIQN _ 11 f77.T;.?l r '�wyRNI :.:" �r.TTr?'. n- rJI Pusuc CURB RAMP IN VERTICAL CURB WORKS AS -BUILT CERTIFICATION: I HEREBY DECLARE TO THE BEST OF MY KNOWLEDGE THAT THE INFORMATION SHOWN HEREON REFLECTS THE "AS -CONSTRUCTED CONDITIONS." THIS CERTIFICATION IS BASED UPON WORK PREPARED IN ACCORDANCE WITH GENERALLY ACCEPTED PROFESSIONAL ENGINEERING AND/OR SURVEYING PRACTICE, ZACHARY T. LENNON, L.S. N0. 44925 DATE: 7.0' MIN. MIN. 6" PIPE SUPPORTS, z o NO. AS REQ'D. _ 3"xO.9 GA. L 12" OUTLET PIPE 295.24 INVERT ELEV. = -296--46 "TEE" SECTION WITH ;LEANOUT (OR REMOVABLE BEND -DOWN ELBOW) (IN) RESTRICTOR PLATE W/3.3" DIA ORIFICE PLAN VIEW SCALE: 1 "=2' CB #5 FLOW SPUTTER NOT TO SCALE 1 /3 BAR HOOP > 1r 2 /3 BYI HOOPS Pam AND CRATE M RISER SECTION tr asER SECTION qs I � I f3 BAR EACH CORNERPRECAST BASE SECT I AT C 11OP I >1 Or etiE RS€) j3 OAR EACH SIDE i i /3 BAR EAT71 wax 12" PIPE TO OIL/WATER SEPARATOR 12" PIPE F��dP,r•���I W���y - .�- 7.0' MIN. CLEANOUT GATE: MIN. 6" SHEAR GATE. _ PIPE SUPPORTS, z_ o 12" INLET PIPE NO. AS REQ'D. 3"x0.9 GA, - 12" OUTLET PIPE - LADDER (TYP.) 297.62 INVERT ELEV. _ :914 "TEE" SECTION WITH CLEANOUT (OR REMOVABLE BEND -DOWN ELBOW) RESTRICTOR PLATE W/1.3" DIA ORIFICE SECTION A -A NOT TO SCALE u0 E3 ASTM t . CATCH BASINS SHALL BE CONSTRUCTED ACCORDANCE WITH N C478 (AASHTO M 199) t cow UNLESS OTHERWISE SFl01M►L ON p� OR NOTED IN U USDOT/APWA STANDARD SPECIFN'J1TgNS. TO REBAR. WELDED WIRE 2. AS AN ACCEPTABLE ALTOW 1 w SQUAREINCHES FABRIC HAS A MIN PER FOOT MAY BE USED To M UT�'221). WIRE FABRIC COMPLY 10 ASTM A497 SHALL NOT BE PLACED TwOCKO. 3. AREINFORCEDCLASS ���E CONCRETE SHALL BE BASES SHALL ERE UN*HHEO WITH CUTOUTS OR 4. PRECAST MpRppmLRS SFUtall HAVE A MLAII TH ICKNESS R FACTORY KONF K UKNOC OUTS PfEEONOT PROVIDED KNOCKOL"&IF WLL 6 LEFT SMTACT. BE GROUTED 5. KNOCKOUT OR CUTOUT HOLE $ tS EQUAL TO PIPE OUTER IMLDIAM. PLUS CATCH WSW 8 ALL 4 SIDES, WOK MAX - ROUND KNOCKOUTS MAY BEWw YE EITHER ROUND OR 'D' SHAPE. w L OF 26'. KNOCKOUTS 7, THE MAX DEPTH FROM THE FV@SHED GRADE TO THE prpE NYF7R IS 8 THE TAON THE SIDES CF TIE PRECAST BASE SECTION PER AND RISER SECTION Stall MDT EXCEED 1/2'/FT• 9• N ACCORDANCE CATCH SAD FRAME � � MEET SHALL BE ITHE STRENGTH R£Ou�TTS OF FEDERAL CATION RR-F-62D. MATING; SURFACES SHALL BE F14SHED TO ASSURE NOM-nomiNG FIT WITH ANY CAR 10. FR,% AND GRATE MAY BE INSTALLED WITH FLANGE DOWN E OR CAST INTO RISER. t I. EDGE OF RISER OR BRICK SQL NOT BE MORE THAN 2' FROM %Vrr1CAL EDGE OF CATCH So WALL CATCH BASIN TYPE 1 0 4 Washington GULD* > LL Cl 2X HI.36.00" BATED Nt GASIE ETED \ t SLAB CONCRETE COLLAR Id . REGILM BY OTHERS. SEE NOTE 2 ( RISER TAG Y AS BASE 44 NOTES: 1, PROPRIETARY CATCH BASIN HANDHOLDS AND STE PS SEC. R. ARE ACCEPTABLE, PROVIDED THAT THEY CONE S BOTTOM F MATENTERS ASTM C478. AASHTO M-199 AND MEET ALL W� REQUIREMENT • 1• MN. FC&MZt LEGS SHALL BE PAS OR r CUR. 2. CAAPI'ROXN BASIN STEP RADN4 OPTION Of T14ON sou B1SER . T ALL STEPS IN ANY CATCH BASIN ' _ _ `.`. p004EWT�ON OF OUTER WALL BY A LEG IS ' '� VE 'DROP- RUNGS AS 3• HANDHOLDS AND RANCESHTo PREVENT SWEWA'S SLR• SHOWN t' ON DETAIL OR PRO t 1 ' t Y BE 24• X 20" OR 24" DIAM• t i 4. SLAB IDEATING LA ( _ _ "--I ` `�' INE TO REI��S WIRE FABRIC FOOT MAY "A_A 5. HAs AN Ni A MIN AREA OF .10 2 SQUARE Y ROPER ASTM A497. BE USED. WELDED MARE FA9RIIC SHALL F To WAIN 1&' OF �TTaM 06 CEMIM g. LADDERS OR STEPS SHALL EXTEND CATCH BA 1• VOL Coo SIN. P By 7. HAFIGING LADDERS OR BE PERMANENTLY REMOE IN AT Q OLTING 0 ra"M ORCNrATION ON 5TEP AT BOTTOM IN 81SC EflR EACH SHALL BE EMBEDDED B. ADDITIONAL SAFETY FEATURES MAY RE REQUIRED IN VERY DEEP OR UNUSUAL STRUCTURES I tt ttt .p L P n u u-I 1 Tz- TnP sue • I *ALL STEPS t RR = 06 I_ 0! VCOI"DLYIRR 1 } OIF pnrx �. PLAN i� CATr4tJeseLiTtx a t> I > ,(�I' a t' 1 ems• _ 24.s-I 11.11 s�.. L1 yj�' �I A r cEHOERs L r^^^'• / (SEE �' TOP 57IB awo PUBLIC MISC. TYPE 2 CATCH BASIN DETAILS Wad W WORKS 0 0 0 "-BASE SECTION. 624' MAXIMUM.PERK FILTERTM . y SEE NOTE 3. _ '' CONCRETE FALSE FLOOR. 0 OURET CFMNtgER. CONCRETE DIVIDER WALL ItAiT GALLE7lY. 2X INLET WEIR/BYPASS ASSEMBLY YPE 2 Notes: 1. Precast concrete structure shall be manufactured in accordance with ASTM Designation C857 and C858. 2. Filter system shall be supplied with traffic rated (1-120) bolted & gasketed OWcircular access covers with risers as may require configurations with (1-120) bolted & gasketed squarehectangular access required. Shallow applications hatches. Contact KriStar Enterprises, Inc for engineering assistance. Field poured concrete collars required, by others. 3. Inlet &outlet pipe(s) (0 24" maximum) may enter device on all three sides of the inlet &outlet chambers respectively. For pipe sizes greater than 0 24", contact KriStar Enterprises for engineering assistance. 4. Inlet chamber shall be supplied with drain -down device, designed to remove standing water between storm events. 5. Perk -Filter systems may be supplied with individual or multiple 18" or 12" high Perk -Filter cartridges. Filter cartridge Contact KnStar Enterprises for capacities. may be stacked to accommodate higher flow rates. fi. For depths less than for engineering assistance. specified minimums contact KriStar Enterprises Flow Rates shown conform to Washington State GOLD Specifications. * Treatment WKE® Perk Filter TM KriStar Enterprises, Inc. PE (IN) 6' WIDE CONCRETE VAULT Ph�:800579.8819Sutton place, s Santa5CA 8186,www.ktistar-COm Washington State GULD FOUR TO ELEVEN CARTRIDGES ! STACKS PF-V 6-WA 0001 D 0113 JPR 5/14/13 JPR 3/2/1/ SHEET t OF ; CLEANOUT GATE: SHEAR GATE. 00 12" PIPE TO PERK FILTER 12" INLET PIPE LADDER (TYP.) SECTION A -A NOT TO SCALE CB #15 FLOW SPUTTER NOT TO SCALE e 2X INLET WEIR, BYPASS a_FLAMTMBLES WEIR. ASHY. �* 024' MAXIMUM. SEE NOTE 3. A DWG. NO. 4-4 .50' [6.00*1 WALL TYAM 'WE 1 6.00' [72.00 7.00' [84.00'j VENTED A WnEr HOOD ------------ PERK FILTER" C fflWGE/STAOKS. 1-ARTREGE BYPASS PORT. MINIMUM DEPTH � �4. `-`:ATE IN-*."`�"` - RIM TO OUTLET INVERT - SECTION A -A CARTRIDGE STACK CONFIGURATION 12" 18" 12" + 12" 12" + 18" 4.25' 5.09 5.97 6.67' [51.00") 160.00.1 [71.00.1 180.00.1 6' VAULT FLOW CAPACITIES & MAXIMUM HEAD LOSS TREATMENT FLOW RATES, TOTAL CARTRIDGE STACK CONFIGURATION A 18" 12" & 12" 12" & 18" CARTRIDGE DIMENSION 12" STACK LENGTH TREATMENT TOTAL FLOW TREATMENT TOTAL FLOW TREATMENT FLOW RATE TOTAL FLOW TREATMENT CAPACITY FLOW RATE FLOW TOTAL CITY CAPACITY QUANTITY FLOW RATE CAPACITY FLOW RATE / CFS) CAPACITY (CFS) (GPM CFS) (CFS) (GPM t CFS) (CFS) (ID -FEET) (GPM / CFS) (CFS) (GPM 10 487. 2.9 FEET 3.5 FEET MAXIMUM HEAD LOSS 1.7 FEET 2.3 FEET �c Treatment Flow Rates shown conform to Washington State GULD Specifications. ° Perk Filter TM ,�, KriStar Enterprises, Inc. anta Rosa, CA 6' WIDE CONCRETE VAULT Ph 800.579.8819, sFaX:707.524.8186, www.kristar.com Washington State GULD D NO- sm V FOUR TO ELEVEN CARTRIDGES / STACKS PF-V-6-WA-0001 D 0113 JPR 5/14/13 JPR 3/2/11 SMEEi 2 OF 2 7.0' MIN. CLEANOUT GATE: _ SHEAR GATE. MIN. 6" PIPE SUPPORTS, z_ o - (IN) NO. AS REQ'D.- 3"xO.9 GA. 12" INLET PIPE 12" OUTLET PIPE PERMIT N0. 13-105216-CO 297.23 _ LADDER (TYP.) INVERT ELEV. _ ��-�s zo CITY OF FEDERAL WAY PLAN VIEW �N T SCALE: 1 "=2' "TEE" SECTION WITH CLEANOUT (OR REMOVABLE BEND -DOWN ELBOW) CB #18 FLOW SPUTTER RESTRICTOR PLATE SECTION A -A W/1.5" DIA ORIFICE NOT TO SCALE NOT TO SCALE AS-BUIL DRAWN BY Aka-U I -UZ 1 'R < M , 0 I o m, i� of M 0 0 0 0 Mi m o! 1 I C, 47 E 4 0 N (D U_i INLET WEIR/ BYPASS ASSEIMBLY~�� INLET GALLERY INLET -► sL_ 036. OR 36"x36" BOLTED & GASKETED ACCESS COVER. REQUIRES CONCRETE COLLAR. (MINIMUM SIZE) IIWashington GULD* PERK FILMRT' CARTRIDGES (SIZE & QUANTITY PER PLAN) SECTION A A # Treatment flow rates shown conform to Washington State GULD SpeciIficotions. ISOMETRIC CUTAWAY NOTES: 1. Precast concrete structure shall be manufactured in accordance with ASTM 0478. 2. Inlet chamber shall be supplied with a drain down device designed to remove standing water between storm events. 3. Perk Filter systems may be supplied with individual or multiple 12' or 18' tall Perk Filter Cartridges. Filter cartridges may be stacked to accomodate higher flow rates. .: tltttt�ria�tll`'ai�i■wl,�;�s:�a:�'a��aa ��t��al���=ice-'-`�_ �.�a��_ �._� ■�:ca�■I� NR NONE NONE JOB DETAILT Perk Filter Manhole TYPICAL 48/60/72 - INCH PERK FILTER MANHOLE APPROVALS DATE M. KIMBERLAIN 3/02/12 Jew HARDESTY 3/02/12 J. HARDESTY 3/02/12 MDK 03/02/12 KdStar Enterprises, Inc. 360 Sutton Place, Santa Rosa, CA SW7 Ph: 800.579.8819, Fax: 707.524.8186, ~.kristar.som SKI-0626 NR AL* NOESHEET 1 OF 1 25-CPS PROJECTED PLATE AREA = 64 SgKt MAXIMUM PROCESS FLOW = 60 GPM INLET PIPE With Sampling Tee By Others T=Ic�1 T-1c�l j M I- tO 7"H e N N FLAB\ lr aril r-rvacv 3/4"4 Insert, w/ Hex Bolt 9 Fnch Si/[IA_ 9 Sidem SECTION AA STRUCTURAL NOTES: 1. Concrete: 28 Day Compressive Strength f'c= 7000 psi 2. Rebar. ASTM A-615 Grade 60 3. Mesh: ASTM A-185 Grade 65 4. Design: ACI-318-05 Building Code ASTM C-890 "Minimum Structural Design Loading For Underground Precast Concrete Water and Wastewater Structures" 5. Loads: HS-20 Truck Wheel w/ 30% Impact Per AASHTO GENERAL NOTES: 1. All Baffles and Weirs To Be 3/16" Steel Plate 2. Static Water Depth = V-4- 3. Contractor to: Supply and Install All Piping & Sampling Tees Grout In All Pipes Fill With Clean Water Prior To "Start -Up" Of System Verify All BLockout Sizes and Locations SCALE: NOT TO SCALE 0 QIdCaStle Precast 25-CPS Utility Vault File Name: 010-25CPS PO Box 588, Aubum, Washington 98071-0588 Issue Date: 2010 Tel: (253) 839-3500 Fax: (253) 7354201 wwvlr.Uvauburn.com V-24„ --� 14 cV _..3nized Diamond Plate Covers w/ Bolt -Down Locking OUTLET PIPE With Sampling Tee By Others T 0 7" Dio. Hole INFORMATION NEEDED: Top Of Separator Elevation: Inlet Pipe Size: Inlet Pipe Elevation: Outlet Pipe Size: Outlet Pipe Elevation: BASIC DESIGN INFORMATION: INFLUENT CHARACTERISTICS: Oil Specific Gravity. 0.88 Operating Temperature: 50' Influent I Concentration: 100 ppm Mean Oil Droplet Size: 130 Microns 0.033 ftmin Oil Rise Rate Design Per Washington State Department Of Ecology 10070 FLOW EFFLUENT COLLECTED RATE QUALITY SIZE 20 GPM 10 ppm 60 Micron 25-CPS OIL WATER SEPARATOR COALESCING - 20 GPM ©2006-2010 Oldcastle Precast, Inc. TOP OF SKID DE P REV MAR 2011 REV MAR 2011 I.ErrERs TE 4, ORILLED UFFM 1101E 3 1 7/16'11 1 16- FROM CENTER 1 2 SQ. 1/4" Sg�-^� COVER SKID DESIGN DETAIL NOTES: 1. USE WITH THREE LOCKING BOLTS 5/8--11 NC STAINLESS TYPE 304 STEEL SOCKET HEAD (ALLEN HEAD, CAP SCREWS 2' LONG. DRILL HOLES SPACED 120r AT 11 1/16 RADIUS. 2. MATERIAL IS DUCTILE IRON ASTM A536 GRADE 80-55-06 3. DRILL THREE 1 INCH HOLES SPACED AT 12W AND 9 1/2- RADIUS. C THE WORDS -CITY OF FEDERAL WAY' SHALL BE OMITTED IF COVER IS ON A PRIVATE SYSTEM. �'0"1f0' PUBLIC DWG. NO. Fed" WORKS ROUND LOCKING COVER 4-12 25-CPS .00 % / / 0/ 0I 00/ Full 180' Open Recessed Lift Handle \ _ I-1-1-I-I-I-t-I- t-1-I-1-I-I-I-I-I-I I-I-I-1-I-I-I-I-I-I-I-I- -I-I-1-t-I-I-t-1-1-I-I-I-I- I-l-I-I-1-1-I-I-t-I-I-1-I-I t- Cover With 1-I-1-►-I-I-l-1-I-I-1-I-I-I-I- -{- Adjustable Frame -I-I-I-I-I-I-I-1-I-I-I-I-I I-I-I- -I-I-I-I-1-1-I-I-I-I-I I -I - No. 38/25-TA 220 lbs.I-I-I-I-I-1-I-1- 1-1-t-I-I-I- 1-I-I-I-I-1-1-I-I- t-I-I-1-I-I-I-1-I-1-I-I- Suitable For H-20 Wheel Load In Off-StreetI-1-I-I-1-I-I-I-I-t-I-I-I- Locations Where Not Subjected To 1-1-1-I-I-I-1-I-I-1-I-I-I-I-I-1-1 High -Density Traffic. I-{�1�1�1�1�1�1III1IIIIIIIII1I1I I-I-I-I-I-I-I-I-t-I-I-I-I-I- Inlet Pipe Out Facet® Ct Vault No. 25-CPS 1,880 lbs. y Pipe npling Tee 2'-71" •s SCALE: NOT TO SCALE 0 Oldcastle Precast° 25-CPS 25-CPS Utility Vault File Name: 010-25CPS OIL WATER SEPARATOR PO Box 58$, Auburn, Washington 98071-0588 Issue Date: 2010 COALESCING - 20 GPM Tel: (253) 839-3500 Fax: (253) 735-4201 www.uvaubum.com ©2006-2010 Oldcastle Precast, Inc. P PLAN 26 3/4` 25 1/4' 24' ffl 1 PA 15/8 26 3/4' 34 1/8' SECTION A -A 1 7/1 - 11 1/15' FROM CENTER NOTES: 1. MATERIAL IS CAST IRON ASTM A48 CLASS 30. 2. DRILL AND TAP THREE 5/8"1 NC HOLES THROUGH FRAME AT 129 AND 11 1/16" RADIUS. c1°` PUBLIC DWG. NO. o o DWORKS FRAME FOR ROUND LOCKING COVER 4-13 Hors: 1. CASTINGS SHALL 8E 0L11ItY W40M AMU A41L AASIM M 105. CLASS 30. MR Fems COMM AIIIOM OF nU WN>'TFI A / !f � _ \1 \\ 1 A 3. APPNpOgMAiE MS1GH1's. S7AtN1ARD. A A i...__ t� ! /! !! i� ♦ 11 t1 i cam 19 Las i ll lilt I Tow 79 ta5 A_ i 1\ / 1 It 1 4 OR A11111111111101100 5� T c:�KxtErE ' \ w / f! / 5. CONCRETE SHALL 9E CLASS 4000. SEE SEM M 3AA. SECONN OF LEtiER \ �' -- r•• r // / 7. CfaW0 LE IOM MAY READ MONUMENT OR MON FILM OF_JIQWNW am" I Kills m VOL T Y rN I= a a r, CONCRETE :.. MONUM 3 =:;;1 : s 1 4• ?. s •;,..- ° •. (ALTERNATE) ! . ',•j :�...... ' ••'4 4�,'.j�•': •. .1 lid T 4• • t^•i y'h•,• � •.ri i•t•' .i' ►. C CpIC�7C ii • COPMVICK t t .'6. 7t.!4.•.i : # -;• >� PLUD at r.• psi': ,„" •S •• « r •';+lie • 4•elm MQN •,:••• ii ..:5 MCI COIILI�lE OaE •. •' ••. l• : • •..� SEC1�1 B-B ESTABLISHMENT AND/OR RE-ALIGPMi1ENT OF A ROADUY%Rt Wi OF -WAY ' REQUIRE THAT MONUMENTS BE SET PER SECTION 3.8.5 OF 11HE PUBLIC Wt>ft!(S BEYF1 OPMENi ST %NIOARDS. ALL NEW MONUMENTS SHALL BE DOCUk*XTED WITH A RECORD OF SURVEY AND CITY OF FEDERAL. WAY MOUNT RECORD FORM (RETAIL 3-37). EXCEPTION: ROADWAY MONUMENTS 'THAT ARE SET/ESIABLISHED AS PART OF A REED SUBDIVISION. 11". In >>.oti W. N& aI�R s ROAQWAY SUIrAY NT W" CASE UPPER ALUMINUM BAND 18" 3/4" x 4" WIDE _f CONTRACTOR TO INSTALL DEBRIS CAGE FLUSH OR 1.25' BELOW CONCRETE LIP HOOK CLAMPS - ` OVERFLOW (4) PLACES ELEV.=PER PLAN EVENLY SPACED SEE DETAIL BEL .a 4- STEPS PER LOWER ALUMINUM BAND STDRD DWG 3-05 3/4" THICK x 4" WIDE FORMED TO FIT IN GROOVE OF C.B. RISER 4 9 NOTES: 1. FOR DIFFERENT DIAM. C.B.'S ADJUST DIMENSIONS TO MAINTAIN 45' ANGLE ON "VERTICAL" BARS AND 7" O.C. MAX. SPACING OF 2.0' BARS AROUND LOWER ALUMINUM ° BAND. 2. METAL PARTS: ALUMINUM. ° a ° 4• o ELEVATION PER PLAN DEBRIS CAGE DETAIL NOT TO SCALE 3/4"0 SMOOTH BARS EQUALLY SPACED (4-O.C. MAX.) PLAN VIEW RECORD DRAWING 3/4" THICK x 4" WIDE, LONG SMOOTH BARS WELDED TO UPPER & LOWER BANDS (24 BARS EVENLY SPACED, SEE NOTE 1) PROVIDE MAINT. ACCESS BY WELDING (4) CROSS BARS TO (4) VERTICAL BARS AS SHOWN. HINGE UPPER ENDS W/ FLANGES/ BOLTS & PROVIDE LOCKING MECHANISM (W/PADLOCK) ON LOWER END. LOCATE LADDER STEPS DIRECTLY BELOW. \ SEE NOTE 1 PERMIT N0. 13-105216-CO CITY OF FEDERAL WAY AS -BUILT 12 I� DATE REVl 101'4S NO. DESCRIPTION RATE BY 1 PERMIT DRAWINGS ESM 11/22/2013 2 SECOND SUBMITTAL 01/28/2014 3 THIRD SUBMITTAL 02/07/2014 JESM FORTH SUBMITTAL403/25/2014 5 AS-BUILTS 12/02/2014 ESM 40111 O .., .�� �. STVP J J 001 ^ N 0 1.01 M :f1E ) w c< U) cc c� a a W LLI n' 0 a f Z -01 v Z O W CY CO 41 «. O 0(nrn m _N3 rnm C ~ N 0 E Zi J Q tv O N U C W 4. Z o V '_ a Oro oar v U U. E Qf o► 3r C 3 0 � tr3 c W U o a. Z a 3 W U (� �- W 0 �.. Z CC W 0 Z 0 Q W W a or W Q ir N 4 3 J 9 W W LI JOB NO.: 1770-001-013 DWG. NAME: AB-DT-03 DESIGNED BY: LGB DRAWN BY: CJR CHECKED BY: DATE: 11/07/2014 DATE OF PRINT: AB-DT-03 13 OF 1 6 SHEETS BEAM GUARDRAIL PAY LIMIT FLARED TERMINAL PAY LIMIT (SEE NOTES 1 AND 2) 10' - 0" PION. EDGE OF WIDENED .--------------__.---__-- EMBANKMENT e �1 � bZ_ �20HAV SLOPE MAX. (RELATIVE TO GRADE) 10RIV SLOPE MAX. ------------------ 3P-S'STRNOHTF_LAMEi(F�7TL2)------------------------------------------------ TANGENT LINE 1 --___- - TRALf3W FLARE fir• ` -- f _ PLAN VIEW BEAM a PAY v v 0 O � 0 0 0 0 r� i� �a 0 0� d 6i � r w 4- L 6 O' N ib E N v '- i� 0 �o Lz o.. ELEVATION VIEW FLEAT OPTION 3.. r PLAN VIEW ELEVATION VIEW SRT OPTION TRENCH WKOTH (SEE NOTE 3) GROUTS) LINE 1 AND 2) - ur - (" MIN. EDGE OF WIDENED EMBANKMENT e -^_j1 M� 20HAV SLOPE MAX. (RELATIVE TO GRADE) 1 10HAV SLOPE MAX. ---- ------------------------------------------------ TANGENT LINE s I • . CONCRETE AND DUCTILE IRON PIPE GRAVEL BACKFILL FOR PIPE ZONE BEDOW (SEE NOTE 2) FOUNDATION LEVEL PIPE ZONE BACKFILL (SEE NOTE 1) GRAVEL. BACKFILL FOR PIPE ZONE BEDDING (SEE NOTE 23 FOUNDATION LEVEL TRENCH WIDTH (SEE NOTE 3} THERMOPLASTIC PIPE TRENCH WIDTH (SEE NOTE 3) METAL PIPE GROLM LINE PIPE ZONE BACKFlLL (SEE NOTE 1) GRAVEL BACKFILL FOR PIPE ZONE BEDDING (SEE NOTE 2) FOUNDATION LEVEL -. NOTES I. Unless otherwise indicated in the contract, the SRT - 350 (12.5, 8 Post) as manufactured by Trinity Industries, Ina., or a FLEAT 3W as manufactured by Road Systems Inc, shad be imaged peg manufacturer's moorruriendaliorm. If specified in the Contact the FLEAT TL.2 as manufactured by Road Systems, Inc, shag be installed per manufacturers recommerdaWns. 2. Where terminal is placed on a curve, and post offsets would result in the rail encroaching onto the shoulder (e.g., the inside of a curve), the posts shall be installed so that the iaosof the rail is at the edge of the shoulder. 3. When snow bad post washers and snow load rail washers are called for in the contract, the snow load rail washers must be omitted within the terminal limits. 4. Offset distances: FLEAT 350............................................... N - 0" FLEAT TL2............................................... 1' - e" minimum 04/2006 Rev73eE FLEAT Fier. LeNthS DATE REVISION jSARS za Li 5 E It Gi �0� .E 34042 �O �V� I cis ICif I STt S10NAL Mf EXPIRES JULY 24, 2006 BEAM GUARDRAIL FLARED TERMINAL. STANDARD PLAN C-4b SHEET 1 OF 1 SHEET APPROVED FOR Pum"'TiN Harold J. Petbwffeso 0tf40-m srATEOEeIo"8mmoe COTE 1Lh.rb SMt D•ysM of Tv" e"I"m NOTES 1. See Standard Specifications Sedbr► 7-08.3(3) for Pipe Zone Back ill. 2. See Standard Specifications Section 9-03.12(3) for Gravel Baku for Pipe Zone Bedding. 3. See Standard Specifications Section 2-09.4 for Measurement of Trench Width. 4. For sanitary sewer installation, concrete pipe shall be bedded to spring line. TRENCH WIDTH -- - v- (SEE NOTE 3)-- PIPE ARCHES CLEARANCE BETWEEN PIPES FOR MULTIPLE INSTALLATIONS MINIMUM PIPE SIZE DISTANCE BETWEEN BARRELS 12" to 24" 12" CIRCULAR PIPE 30" to 96" - DIAM. /2 (DIAMETER) 102" to 180" 48" PIPE ARCH 1W to 3ir 12"- 43" to 142" - - ~SPAN /3 - (SPAN) METAL ONLY 141r tD 201V 48" 1 _ Mill 1 �O f 15588 Q4 �cr Is STE�F `� 6 11, ss70NAL ��G EXPIRES JULY I. 2007 0+111 PIPE ZONE BEDDING AND BACKFILL STANDARD PLAN S455.20-00 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION Harold J. Peterfoso 08-M-M 6'MTE OEdB"BpW" GATE Sh(b D°pewaale •r Tlvnpo.M.ba PER PLAN 5'-6" MIN. 1 /2" MAX. AT BLDG. DOORS. CEMENT CONC. SIDEWALY 1/2- FINISHED FLOOR OR 9" FINISHED GRADE GRADE AT LANDSCAPE 9" MIN. AT AC PAVEMENT 4-MIN. (TYP.) \yIL 6" MIN. AT DRIVEWAYS 4" MIN.. 1" MIN. SUITABLE UNDISTRIBUTED COMPACT CRUSHED NATIVE OR COMPACT SURFACING TOP COURSE IMPORT FILL MATERIAL NOTE: CONC. SURFACING FINISH AND/OR PATTERN PER LANDSCAPE PLANS CEMENT CONCRETE SIDEWALK WITH INTEGRAL CURB °* d ' Q A" d Q' :e 4 e- 310.02:. ` 310.04 4 71 .52 .57 �Q �• y 6' 4 4 ° 4'. ..310.07 310.09 a '4 a. -4 e. SOUTHWEST RETURN CURB RAMP SCALE: 1 "=10' J 0 0 cc LAN 9 RAD GE BREAK SEE CONTRACT PLANS - 0 4'-a,MIN. CEMENT CONCRETE SIDEWALK - SEE NOTE 5 FLAME 3M" EXPANSION JOINT (T):) - SEE STANDARD PLAN F-30.10 GRADE BREAK 10 CURB, OR CURB AND GUTTER - SEE NOTE 4 FACE OF CURB MEASURED PARALLEL TO CURB (TYP.) SLOPE TREATMENT - SEE STANDARD PLAN F-30.10 NOT TO SCALE d ` 4' r (A CURB RAMP WIDTH 4' - 0' MIN. LANDING TO MATCH \� CURB RAMP WIDTH - SEE CONTRACT PLANS 1 1 DING GRADE BREAK LANDING SEE CONTRACT PLANS - CURB RAMP _ 1 4' - Cr MIN. CEMENT CONCRETE SIDEWALK - i SEE NOTE 5 PROVIDE SMOOTH TRANSITION TO I SIDEWALK SEE CONTRACT PLANS - WIDTH (TYP.) 4' - 0" MIN. 2. MAX. a' 3/8" EXPANSIONA JOINT (TYP.) - SEE i CURB RAMP STANDARD PLAN F-30.10 I U,, GRADE BREAK TRANSITION TO SIDEWALK BUFFER, IF PRESENT, OR TO BACK OF CURB (TYP.) - .:S•T ':••. SEE CONTRACT PLAINS MAx 10i� M. CURB OR CURB I A 4 - ° ° d ' a 4 4 Q l 310.62 -e ' : a . / 310.56 / 310.58 4' d 6 4' - Q / P ' - o A 4 89 / Q4: ° 6 / Q -e. d� a ° :.4 .. �310.52 . 6. / 310.11 ` e e4.. 4.. ° e ° �tjt6�e� Q 309.87' : Q 6' 310.03 DD !Q3 6 . .Q / w •/ 6' / / 309.38 / / / / NORTHWEST RETURN CURB RAMPS SCALE: 1 "=10' 314 314. NOTES CURB RAMP WIDTH 4' - 0" MIN. LANDING TO MATCH CURB RAMP I. Provide a separate Curb Ramp for each marked or unmarked Crosswalk. WIDTH - SEE CONTRACT PLANS CCfurb shag be placed within the width of the associated aII( Or as son the Contract Pint. GRADE BREAK 2. Where "GRADE BREAK" is called out, the entire length of the grade I break between the two adjacent surface planes shall be flush. 3. Do not place Gratings, Junction Boxes, Access Covers, or other appurts- 2, - 0" names in front of the Curb Ramp or on any part of the Curb Ramp or 1 MIN SEE CONTRACT PLANS - Landing. MAX a' - WMIN. 4. See the Contract Plans for the curb design S( See Standard Plan BUFFER WIDTH- MATCH TO F-10.12 for Curb, Curb and Gutter, Depressed Club and Golfer, and u% CURB RAMP DEPTH (TYP.) �1 Pedestrian Curb details. 1 v% 5. See Standard Plan F-30.10 for Cement Concrete Sidewalk details. See Contract Plans for width and placement of sidewalk. W, un 6. The Bid Item "Cement Concrete Curb Ramp Type does not include " the adIacent Curb, Curb and Gutter, Depressed Curb and Gutter, Pedestrian Curb, or Sidewalk. CEMENT CONCRETE AND GUTTER - --- PEDESTRIAN CURB - 7. The Curb Ramp maximum running slope shall not require the ramp length I DETECTABLE WARNING SURFACE - SEE NOTE 4 D I SEE NOTE 4 f0 exceed 154sat tD avoid Chasing the slope indefinitely When connecting SEE STANDARD PLAN F4 - ._ e.10 DETECTABLE WARNING SURFACE - t0 Steep grades. When applying the 15400t maximum length, the running FACE OF CURB - - SEE STANDARD PLAN F-0.10 Slope of the Curb Ramp shall INN flat as feasible. DEPRESSED CURB AND GUTTER - DEPRESSED CURB AND GUTTER 8, Curb Ramp, Landing, and Flares shall receive broom finish. See CROSSNALK SEE NOTE 4 CROSSWALK Standan! Specifilcallons 8-14. LEGEND SLOPE IN EITHER DIRECTION PLAN VIEW PLAN VIEW TYPE PERPENDICULAR A TYPE PERPENDICULAR B DETECTABLE WARNING SURFACE - (SHOWN WITH BUFFER) CEMENT CONCRETE DETECTABLE WARNING SURFACE - SEE STANDARD PLAN F41LIO PEDESTRIAN CURB -- SEE STANDARD PLAN F41LIO 0" MIN. 16 - 0" MAX. GRADE BREAK SEE NOTE 4 SEE CONTRACT PLANS SEE NOTE 7 COUNTER SLOPE - GRADE BREAK 5' MAX. 2.0% MAX. 3" R. TYP. DEPRESSED CURB AND GUTTER - 8-3% MAX. TOP OF ROADWAY SEE NOTE 4 Li SECTION AO DEPRESSED CURB AND GUTTER - SEE STANDARD PLAN F-10.12 CEMENT CONCRFTF rAIRB RAMP -TYPE MIT -• ISOMETRIC VIEW TYPE PERPENDICULAR A PAY LIMIT CURB Q ATRIC NOTE 4 CURB RADWS DETAIL (D) w e ISOMETRIC VIEW TYPE PERPENDICULAR B PAY UNIT O# 34363 '4 4 Ti If70NAL ���`� !a ill like PERPENDICULAR CURB RAMP STANDARD PLAN F-40.1"2 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION Pasco Bakodch IN @12W13 STATE OF.�lIBN 611BNIEf7t PATE Wa.11iKlen Skft DpawnMt of hanpalal en i------ 15.13 3'' 4,'; 315.17 6> . 4$ ,.,-315.21 AN 1 -1 38 6' i �315.17 I NORTHEAST RETURN CURB RAMP SCALE: 1 "=10' RECORD DRAWING PERMIT N0. 13-105216-CO CITY OF FEDERAL WAY AS -BUILT IZ II f DATE REVISIONS NO. DESCRIPTION/DATE BY 1 PERMIT DRAWINGS 11/22/2013 ESM 2 SECOND SUBMITTAL 01/28/2014 ESM 3 THIRD SUBMITTAL 02/07/2014 ESM 4 03/17/2014 FOURTH SUBMITTAL ESM 5 AS-BUILTS 12/02/2014 ESM : S1 �4NAL U mrn m J N O e9M �y L C i Q U) cr < c v cei LU W v� Z CS Z 0 UWNCM 4. O 0 3CD m I; z�Q rtM3 co c v Q Lti O �' U 'o t11 Z o �- '> J C oqt� UInt. //E� MJ m � i 3 c .L aY . O 0'3 c W U �4 U a 0 _Z Q 3 W Z J Q.� W cn J Z Q 0 0 Cc W a 0 ! .` W ■ co Ij W Cc W cr '� 0 0 W W JOB NO.: 1770-001-013 DWG, NAME: AB-DT-04 DESIGNED BY: LGB DRAWN BY: CJR CHECKED BY: DATE: 11/07/2014 DATE OF PRINT: AB-DT-44 14 OF 1 6 SHEETS A PORTION OF THE S.E. 1 /4 OF THE N.E. 1 /4 OF SECTION 20, TOWNSHIP 21 NORTH, RANGE 04 EAST, W.M. Fol rI'I • �i r Y f'4 • r • r • - �' . r /ice -, ' ' • �� �j Z II i •'I -M w"o-1 ram► R 9A '',��- /I► ��+r � i� ��f,' i C � : , �I,�_, y'•t -,,L!' f ` • • i � � `: � �� .,. '' .pa \j\j����\\���\\'r,,,,,�� �'�V'`.'` � / __.r ---t.� --•., <r {_IN, �.,,, //�%'�ij(.�",.'.. �• Uzi �.�. F�?� � � ♦'�Y �\P\ „1r�y r � � • / wyl ..o M�d►��'�—ol'-� �i,\�► •����7/:� II,��aL.+. ���• I ) .I �7`= tr�"9U 11 �.�"� ��: ' 7��T �-f � �• r - .. • , - !1 � r - w► . • s% � = ' ��� .... '' T 1',. !',ter, �� of O. �► � '! ��I � ,r � � e �~'�' ��I� �''2 _t�i r a i11i:. � ,�y.t7 , I�: '�. �` ,��,, `►^'` 6 , iei°i°: -tr. c : o f ° ° - " ! _ �f �l r # 1 . # �h7� `wy. -1 ri _"i-� ���` " `\��°i°iei°i°i°i � j'' . ���']�°)`�D�7�C,�1� , ����' . ,..�_"' ma f o ♦ +..,.., i.-- `•frB'.'f`.'`.fit.orr►dL�''`�r�►,rl►�i���I/f�'.•".'.��:►�.®:°.-�lifL��''rJ.�► �r o a WIN IWWWj If do • ;- r r i , i► :� � � tt �/ L' �li,� r - r - • - - t io- � ° r r'• r r ° �_ K b ° '' ,- . v ;°i°iei{ Oi°e°i!e°a�ei°.•�.:►,•°•{ r � �, � r ♦e i �,.' 1`� ►i.►°it'd```*� 11.3I b`..,,�� e• ;oii� � � �• � � ��1 ¢ �: /•ie• !— �®� y,1� .•►fie II ��•��•�, � •'- i�' V is '( - >� • o i i r • e•e•ee ems. v �� � I , ���• �►+r .....' ' �a�. / rwr KA { ( � sty � � � ee�e�e�°. � II1 , � "9��/• A ♦ • r • WKZii 1 �y . r r •' • ♦ {-1 �c.� may' j(/1/ � 1.,Y. f �% ay 1 I � ° �� � '�'+i� �`#����{il,,'I�! 4� 7 r .- ._ • .' • ._ • � �y r °0���y� �� �� /� \\ \ .. �! �� YYY I I► I i. '0 ,. "`""���III"!.___ �ts�-��r: N' . - _ r � � d� • �� �,��' '�� "VIM ��e�i�l � �•;�� r�o�i� s..�'�' a e` ! ;� `��� �� I "'�r►' ��!'� '��� ��1� 174��f • ���� '- • r •RZA - � � � ,�pill G ��` � ��" ,�;+ ° ° f �.- �"•.•- r.. , ,.�i><'�- r':iii°i; _ ., . f-a 11© ° OYi►ti kti~�1r�I 1' �r} .Ei 1��� �' �/M�', jjII, i7 �••••e • - _ I_..- - �'~ •t CIt'al?u�t°\._ °_ etc ,;,Y�1�6;i ��ti �' ° °� + r�! ."F��°°ee°°!e!, ( �i -- - _ 1 °�, �Z ' _► .... •!.!.!e!i! • yam. FAR �� 'r/r' tom► .,,�: i��j� - - . :�i �-`, '`Sj \� `,���et•�� �; � •iei°ie� l °-v..• �.�I ee�i,! '� � ` - e,. - I Im sm IN VAN RV --- _ - - QI7 _''' _ .s® ` !�%. +r"r11► ri..11% F,'rim /►�•rG/.!►1...ry.� i1�i: illl'i��.. �, `' � i -�,IIJ■�li/� sl►3!i73�i� � e` � �, - - -- c;r -,,� ���1�/Il �� _..t�, ��,,♦�o �� .�'r rl `��� � �� � � !�� iT�}� �a.�: .�.�,-��� ;*`�'. ' � , `�;� 1 ----_ � � �� . � -- -' =`���� ����- <•� .__ ��..:.����1� .�F.7%/Y/.Loo�'i��'.��1 o:i�. +_: �� _ � :IU`w����Ii y iil .° � - - - REVIS10NS NO. DESCRIPTION DATE 1 PERMIT DRAWINGS 11/22/2013 2 SECOND SUBMITTAL 01/28/2014 JESM 3 THIRD SUBMITTAL 02/07/2014 4FORTH SUBMITTAL 03/25/2014 AS-BUILTS5 12/02/2014 w" tANDSCAK -o��¢ D. KUHLMAN CERMRCATE No. 743 U a R0 T rn � � N a c W W O Z w 33 Z `n O N LLl 0 two -3io 1rm c as �Q o� to U co o Zoo •� J a ow 0�� •- U U co U. E co 3 3 4).X L_ ca �3 c W U 3 U a. Z 6 3 w 0 z Y J LJ u) Z 0 z 0- 0 — w cr w Q U o ,,,_ z Lu U) cc w aC N - 0 r 9 G U. JOB NO.: 1770-001-013 DWG. NAME: AB-LA-01 DESIGNED BY: LDK DRAWN BY: LDK CHECKED BY: DAT • E. 11 /07 / 2014 DATE OF PRINT: AB-LA-01 15 OF 1 6 SHEETS EACH TREE 15 LABELED WITH A LETTER REPRESENTING A SMALL (S), MEDIUM (M) OR LARGE (L) TIME PER PLANT LEGEND REPLACEMENT TREE Ci?EDITS TABLE FWRC 15.120.130-2, . TREE UNIT CALCULATIONS THIS SHEET) DECIDUOUS REPLACEMENT TREES 80tantca I / Common Name $1 S "any Q12MMIA Pyrus calleryana 'Chanticleer' / Fastigiate Flowering Pear (M) 2-1/2" cal. I Full, balanced branching, B45 Pacific Hwy. species Magnolia kobus / KOBUS MAGNOLIA (PUBLIC STREET TREE) 2-i/2" cal. 14 Full, balanced branching, 545 Street tree for 4' planting strip Laegerstroemia indica / CRAPE MYRTLE (M) 1-1/2" cal. 3 Full, balanced branching, 84B Chalmea aria nootkatensis / ALASKAN CEDAR (M) 6' min. ht. 13 545 cyp t Calocedrus decurrens / INCENSE CEDAR W 6 min, ht. 14 545 + Pins nigra / AUSTRiAN BLACK PiNE (L) 6' min. ht. 19 545 Pseudotsuga menziesii / DOUGLAS FIR (L) 6' min. ht. 12 545 o Pyrus calleryana 'Capital' / CAPITAL FLOWERING PEAR (M) 1-i/2" cal. 3 545 • Acer circinatum / VINE MAPLE (5) 6' min, ht. 29 3 stem min., 545 Acer griseum / PAPERBARK MAPLE (M) 1-1/2" cal. 10 Full, balanced branching, 5413 0 Juniperus scopulorum 'Skyrocket' / SKYROCKET JUNIPER (5) 15 GAL, 3 Min. 48" height Full, vigorous, bushy D Eleagnus pungens 'Maculata' / VARIEGATED SILVERBERRY 5 GAL. 11 Min. 24" height Full, vigorous, bushy Spiraea x buma Ida 'Goldflame' / GOLDFLAME SPIRAEA 5 GAL. 31 Min. 24" height 0 Full, vigorous, bushy • Myrica californica /PACIFIC WAX MYRTLE 5 GAL. 86 Min. 24" height Full, vigorous, bushy Rosa rugosa / RAMAS ROSE 5 GAL. 41 Min. 24" height Full, vigorous, bushy (. • i Viburnum piicatum 'tomentosum' / DOUBLEFILE VIBURNUM 5 GAL. W Min. 24" height �,,.J` Full, vigorous, bushy 0 Cistus 'Anne Palmer' / ROCK ROSE 5 GAL. 56 Min. 24" height Full, vigorous, bushy Potentilla fruticosa Pink Beauty' / SHRUBBY CINQUEFOIL 5 GAL. 32 Min. 24" height Full, vigorous, bushy Berberis thlunbergll 'Rose Glow'/ ROSE GLOW BARBERRY 5 GAL. 20 Min. 24" height 0 Full, vigorous, bushy Juniperus squamata 'Blue Star' / BLUE STAR JUNIPER 2 GAL. 66 Min. 24" height Full, vigorous, bushy Mahonla nervosa / LOW OREGON GRAPE 2 GAL. 13S Min. 24" height Fir DISEASED AND N BRANCHES *ND WIRE TIES, :TAIL ABOVE E TREE STAKES AKE$ PERPENDICULAR :VAILING WiND 'E 13WDING MATERIAL AND s OF BURLAP INC; BASIN rLED DEPTH FINE E. BARK MULCH > NATIVE SOIL WITH DTH 3-WAY MIX TOPSOIL iZER TABLETS PAI-20-10-5) =Y PIT SIDES AND BOTTOM ATIVE SOIL MOUND CONIFEROUS TREE PLANTING AND STAKING DETAIL NOT TO SCALE Full, vigorous, bushy PLANT 1" HIGHER THAN Lirlope muscarl / BiG BLUE LiLY TURF 2 GAL. 65 Min. 24" height IN NURSERY Full, vigorous, bushy FINISH CsRADE —� QR Aubretla deltoidea / ROCKCRESS I GAL. 56 Min. 18" height Full, vigorous, bushy Echinacea purpurea / PURPLE CONEFLOWER 1 GAL. 15 Min. 18" height Full, vigorous, bushy Q Achillea millefollum 'Appleblossom' / APPLEBLOSSOM YARROW 1 GAL. 19 Min. 18 height Full, vigorous, bushy Q Salvia x sylvestris 'Mainacht' / MAY NIGHT SALVIA 1 GAL, 26 Mtn. IV' height Full, vigorous, bushy Armeria maritima 'Bloodstone' / BLOODSTONE THRIFT 1 GAL. 134 Min. 18 height Full, vigorous, bushy Hemerocallis 'Stella D'oro / DAYLILY 1 GAL. 135 Min. 18" height Full, vigorous, bushy Gaultheria "lion / SALAL i GAL. 36" Equilateral triang. O.C. spacing, continuous throughout hatched area + + + ArctostapNlos uva -ursi / KINNIKINNICK 1 GAL. 24" Equi latera I triang. O.C. + + + spacing, continuous throughout hatched area Mahonia nervosa / CREEPING MAHONiA 1 GAL. 30" Equilateral triang. O.C. spacing, continuous throughout hatched area Lithodora diffusa 'Grace Ward' / GRACE WARD LiTHODORA 1 GAL. 18" Equilateral triang. OC. spacing, continuous �X\\ RTILiZER TABLETS .., (4-21 GRAM-20-10-5) Al- ND NATIVE SOIL WITH 6" DEPTH 3-WAY MIX TOPSOIL C4MPACT AND WATER THOROUGHLY FIRM NATIVE SOIL MOUND r 2x ROOTBALL WIDTH , SHRUB PLANTING DETAIL NOT TO SCALE 2" MAX. 2x2 PINE TREE STAKES SET STAKES PERPENDICULAR TO PREVAILING WIND INSTALL "TREE BOOT" OR "ARBOR BARD" IN LAWN AREAS. PLANT TREE 1"-2" HIGHER Ix Q THAN IN NURSERY WATERING 13ASIN AMEND NATIVE SOIL W/ - 6" DEPTH 3-WAY MIX PLANTING SOIL UNDISTURBED CsROUND - 12" MiN. FOR WOOD STAKES 4 0" FOR REBAR 55ER HOSE OR VINYL WITH * GAUGE GALVANIZED STEEL WIRE TIES DETAIL PRIME DISEASED AND 5RDKEN BRANCHES HOSE 4 WIRE TiES, SEE DETAIL ABOVE REMOVE BiNDiNG TWINE 4 TOP 1/3 OF BURLAP. 2" SETTLED DEPTH FINE BLEND BARK MULCH FERTILIZER TABLETS (4-21 GRAM-20-10-50 SCARIFY PLANTING PIT SIDES AND BOTTOM 6" DEEP, FIRM, NATIVE SOiL MOUND 2x ROOTBALL WIDTH j IN HEAVY SOILS, AUGER 8"x&' DEEP HOLE (OR THROUGH HARDPAN) FILL WITH CAD ROCK VERIFY GOOD DRAINAGE PRIOR TO PLANTW z DECIDUOUS TREE PLANTING & STAKING DETAIL NOT TO SCALE LANDSCAPE DATA PARKING LOT LAN05CAPIWa TOTAL LANDSCAPE AREA = 56,921 SF ALL LANDSCAPE AREAS ARE DROUGHT RESISTANT TREE RETENTION DATA: THERE ARE NO SIGNIFICANT TREES ON SiTE PARKIN LOT CALCULATIONS PER FWCC IS.125.010 PARKING LOT LANDSCAPING 22 SF OF LANDSCAPING 16 REQUIRED PER STALL PROVIDED 115 PARKING STALLS PROPOSED X 22 SF / STALL - 2,530 SF OF PARKIN LOT LANDSCAPING REQUIRED PARKIN LOT LANDSCAPING PROPOSED - 3,015 SF - MEETS REQUIREMENT TREE UNIT CALCULATIONS TOTAL SITE AREA LESS PUBLIC ROADS AND CRITICAL AREAS (NOT INCLUDING BUFFERS) - 148,113.05 SF - 3AO AC SITE IS ZONED CE, THEREFORE 20 TREE UNITS PER ACRE ARE REQUIRED, 3AO X 20 = 60 TREE UNITS REQUIIRED SMALL REPLACEMENT TREES 0.50 TREE UNIT CREDITS / TREE X 32 TREES = 16 REPLACEMENT TREE UNIT CREDITS MEDIUM REPLACEMENT TREES = 10 TREE UNIT CREDITS / TREE X 32 TREES = 32 REPLACEMENT TREE UNIT CREDITS LARSE REPLACEMENT TREES = 1.5 TREE UNiT CREDITS / TREE X 45 TREES = 61.5 REPLACEMENT TREE UNIT CREDITS TOTAL REPLACEMENT TREE UNiT CREDITS = 11550 - MEETS REQUiEdEMNT EQUAL SPACING , _ 1/2 DIA. OF PLANT 1 OR AS SHOWN ON DRAWINC; throughout hatched area EDGE OF PAvIWs OR PLANTWG BED -' Upland Native Grass / REFER TO SEED MIX BELOW i Washed pea gravel at secure parking lot 0 o Washed river rock- typ. Add stones of varying sizes up to 6" Q diameter in groups of 3 or 5 intermittently at planting bed edges- typ. UPLAND NATIVE SEED MIX MIXTURE BELOW SPECIFIED AS A RATIO BY WEIGHT: NAM PROPORj ION BY WEi I REDTOP 5ENTGRA56 (Agrostis a lba) 30% PERENNIAL RYEGRASS (Lollum perenne) 20% COLONIAL BENTGRASS (Agrostis teals) 20% RED FESCUE (Festuca rubra) 15% COMMON TIMOTHY (Phleum pratensis) 5qp COMMON VELVETGRA55 (Holcus lanatus) 5% r APPLICATION RATE: 30 LBS. / ACRE SEED ALL AREAS THAT ARE BARE GROUND AND AT LEAST 18" FROM ANY PLANTED TREE OR SHRUB. 0 L FOR HYDROSEED, USE 1-8 LBS. OF SEED MIX PER 1,000 SQUARE FEET, APPROXIMATELY S-10 LOS. OF 10-20-20 N-P-K FERTILIZER PER 1,000 SQUARE FEET, AND APPROXIMATELY 45-46 LBS. OF WOOD CELLULOSE FIBER MULCH PER IOW SQUARE FEET IN ALL AREAS TO BE SEEDED. ADD APPROXIMATELY 1 LB. OF TACKIFIER i PER 1000 SQUARE FEET FOR SLOPES AS NECESSARY. SEEDING SEASON iS LIMITED TO MARCH i- MAY 15 4 AUGUST IS- OCTOBER 1. APPLY JUTE NETTING ON STEEP SLOPES BEFORE HYDROSEEDIN APPLICATION. SEED SHALL CONFORM TO STANDARDS FOR "CERTIFIED" GRASS SEED OR BETTER, AS OUTLINED IN W30A "RULES FOR SEED CERTIFICATION", LATEST EDITION AND SPECIFIED PERCENTAGE BY 0 WEIGHT IS BASED ON PURE LiVE SEED. SHRUB AND GROUNDCOVER LANDSCAPE NOTES SPACING DETAIL NOT TO SCALE 1. DO NOT DIG BEFORE LOCATING UTILITIES. 2. NEWLY PLANTED AREAS SHALL RECEIVE TEMPORARY IRRIGATION DURING PLANT ESTABLISHMENT EXCEPT FOR LAWN AREA iN PLANTERS STRIP ALONG S. 340TH STREET. 3. SUBGRADES, INCLUDING BERMS, TO WiTHIN i/IOTH FOOT PROVIDED BY GENERAL CONTRACTOR UNLESS OTHERWISE NOTED. 4. SUBGRADE SHALL BE SCARIFIED OR ROTOTILLED IF CONDITIONS REQUIRE. 5. LANDSCAPE PLANTING STRIP ALONG S. 340TH STREET SHALL BE HYDROSEEDED. SEE SPECIFICATIONS THiS SHEET. 6. APPLY 6" DEPTH TYPICAL 3-WAY MIX TOPSOIL IN ALL PLANTING AREAS OR AS OTHERWISE NOTED. 1. APPLY 3" DEPTH MEDIUM/COARSE GRADE BARK MULCH IN ALL PLANTING AREAS. MULCH TO BE FREE OF WEED SEED, SAWDUST, RESIN OR TANNIN AND SHALL NOT CONTAIN ANY COMPOUNDS DETRIMENTAL TO PLANT GROWTH. 8. CONTRACTOR IS RESPONSIBLE FOR BRINING ANY PROPOSED SUBSTITUTIONS OR UNFORESEEN FIELD CONDITIONS TO THE ATTENTION OF THE LANDSCAPE ARCHITECT. 'S. LANDSCAPE ARCHITECT MAY ADJUST PLANT QUANTITIES OR VARIETIES BASED ON AVAILABILITY OR FIELD CONDITIONS. 10. CONTRACTOR TO DETERMINE GROUNDCOVER QUANTITIES BASED ON EQUILATERAL TRIANGULAR PATTERN AT THE SPACING LISTED IN THE PLANT LEGEND. 11. ALL PLANT MATERIAL SHALL BE DISEASE FREE AND ARRIVE IN A VIGOROUS GROWING CONDITION, 12. ALL PLANT MATERIAL SHALL CONFORM TO USA STANDARD FOR NURSERY STOCK, LATEST EDITION. STREET TREES TO BE MATCHED FOR HEIGHT, SIZE AND FORM 13. ALL TREE PITS SHALL BE INSPECTED TO INSURE PROPER DRAINAGE. PLANTING IN HEAVY SOiLS REQUIRES ADDITIONAL DRAINAGE PROVISION. SEE TREE PLANTING DETAIL THIS SHEET. 14. CONTRACTOR AGREES TO WARRANTY AND MAINTAIN ALL PLANT MATERIAL FOR ONE FULL GROWINCs SEASON PAST INSTALLATION AND SHALL REPLACE DEAD PLANT MATERIAL WITHIN THAT WARRANTY / MAINTENANCE PERIOD WiTH NO OBLIGATION TO THE OWNER. 15. STREET TREES SHALL HAVE UNiFORM BRANCHING HEIGHT OF 5 1/2' MINIMUM ABOVE GRADE OR AS OTHERWISE NOTED. ib. STREET TREE LOCATIONS ARE APPROXIMATE AND SHOULD BE ADJUSTED PER STREET LIGHT AND UTILITY LOCATIONS. 11. ALL TREES SHALL BE DOUBLE STAKED AS SHOWN ON THE DETAILS. STAKES TO BE REMOVED AFTER ONE FULL GROWING SEASON. TREES THAT HAVE DIED WITHIN THE ONE YEAR WARRANTY / MAINTENANCE PERIOD SHALL BE REPLACED AND IRE -STAKED PER THE DETAIL. 16. LANDSCAPE CONTRACTOR SHALL MAINTAIN SITE UNTiL FINAL INSPECTION AND ACCEPTANCE BY OWNER AND REVIEWING AGENCY. I ..............,__ MODUS UWJML VAIDTH i YL%4LL DEFDA OVERALL MEW T�fT tflliT S88k-72;a :' 11 , Iia'ttl c : ,,; , ; 32.9' �,836 TtTI l 121.9lus ,6 � `' AL '' #'t 1 i1 Ci'mII a ; t' BALANCE BENCH DETAIL NOT TO SCALE 1" CHAMFER- TYP. 2 x 4 WOOD TOP PLATE 2-2 x 6 WOOD SUPPORTS SECURED TO 4 x 4 POST WITH METAL HANGERS 6 x 6 WOOD POST 2 x 4 VERTICAL BOARDS AT 4 1/2" O.C. 2-2 x fo WOOD SUPPORTS SECURED TO (o x 6 POST WITH METAL HANCsE1iZ5 FINISHED GRADE RECORD DRAWING I /1' DIAM. x 2' DEPTH CONCRETE FOOTING. SLOPE TOP OF FOOTINGS AS SHOWN a SPECIFICATIONS: i. ALL WOOD TO BE NO. 1 GRADE CEDAR AND FREE OF EXCESSIVE CHIPS, CRACKS, WARPS OR KNOTS. 2. ALL FASTENERS TO BE HOT-DiPPED GALVANIZED. 6' HT. WOOD FENCE- SECTION / ELEVATION No Scale PERMIT N0. 13-105216—CO CITY OF FEDERAL WAY AS —BUILT I DATE I REVISIONS NO. DESCRIPTION/DATE BY 1 PERMIT DRAWINGS ESM 11/22/2013 SECOND SUBMITTAL 2 01/28/2014 ESM THIRD SUBMITTAL 3 ESM 02/07/2014 FORTH SUBMITTAL 4 ESM 03/25/2014 AS-BUILTs 5 ESM 12/02/2014 11122113 FWAND AI H7= i1EANNE KUHL rw CERTMA7E No. 743 U r0 m N ^� r CIO" c .a va w a° w0 z °° Z 0 w90 41 0 ':3 00 F v►, ZcF3a c J 4 0 in -. U?m- - co Z o T '�► 31i 00 •- 0ItV UMU. E m rn 3 L- 3 s` So 0'3 WV = va z O 6 _z 3 LU z U � J 0 J � z h W Q Z O� ..,.! W 0 > a W a m U) Q W CC W J Q x N 0 r 3 W W JOB NO.: 1770-001-013 DWG. NAME: AB—LA-02 DESIGNED BY: LDK DRAWN BY: LDK CHECKED BY: DATE: 11/07/2014 DATE OF PRINT: AB-LA-02 16 OF 1 V SHEETS