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17-105892 (2)i•Y.p �d/f 9 , cHMARK: ,JAIL 396.97 g. l t .�.Gf IL�,J ft t N.E. 114, N.E. 114 721 N., R.3 E., W.M. :RETF MONUMENT I PARCEL B CITY OF FEDERAL WAY BOUNDARY LINE ADJUSTMENT { NO. 04--101112-00—SU I REC. NO. 20040528900001 . j APN 252103-9032 I 11 TAX PARCEL NUMBER: 252103-9010 PROJECT ADDRESS: 2010 SW 356TH ST FEDERAL WAY, WA 98023 20' BUILDINd SETBACK ZONING: BN I M 20' 113E SEWER AND LAK VEN U 7LTIY DISTR -20777`t&0015 P4 — —�— ft Old X i y 25' BUILDING SETBACK 16' ROB DEDICATION BUILDING 'B' x 14,006 S.F. FOOTPRINT (3) STORIES SPRINKLERED 30' HT. MAX. 40,200 S.F. BUILDING 'C' GROSS FLOOR AREA !V 13,800 S.F. FOOTPRINT (3) STORIES SPRINKLERED X 30' HT. MAX. 39,601 S.F. ' GROSS FLOOR AREA I INGRESS, EGRESS AND UTILITIES r-EASEMENT AFN 20020806000739 N ( NON-EXLUSIVE INGRESS & EGRESS W ' I .- EASEMENT AFN 6217234liar- —� 0HUI- N s NSTI� PON AND 20 20806000732 .�. i BUILDING 'A' s 13,200 S.F. FOOTPRINT x (3) STORIES SPRINKLERED 30' HT. MAX. � 39,200 S.F. I GROSS FLOOR AREA r, TRENCH NOTE IF WORKERS ENTER ANY TRENCH OR OTHER EXCAVATION FOUR OR MORE FEET IN DEPTH THAT DOES NOT MEET THE OPEN PIT REQUIREMENTS OF WSDOT SECTION 2-09.3(3)B, IT SHALL BE SHORED AND CRIBBED. THE CONTRACTOR ALONE SHALL BE RESPONSIBLE FOR WORKER SAFETY AND AHBL ASSUMES NO RESPONSIBILITY. ALL TRENCH SAFETY SYSTEMS SHALL MEET THE REQUIREMENTS OF THE WASHINGTON INDUSTRIAL SAFETY AND HEALTH ACT, CHAPTER 49.17 RCW. UTILITY NOTE THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE APPROXIMATE ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES THAT HAPPEN DUE TO THE CONTRACTOR'S FAILURE TO LOCATE EXACTLY AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. AHBL ASSUMES NO LIABILITY FOR THE LOCATION OF UNDERGROUND UTILITIES. FILL SPECIFICATION FILL MATERIAL SHALL NOT CONTAIN PETROLEUM PRODUCTS, OR SUBSTANCES WHICH ARE HAZARDOUS, DANGEROUS, TOXIC, OR WHICH OTHERWISE VIOLATE ANY STATE, FEDERAL, OR LOCAL LAW, ORDINANCE, CODE, REGULATION, RULE, ORDER, OR STANDARD. RESS, EGRESS AND UTILITIES 'llllllllllllllllll� AFN ...1.. 1-grENT r* 3' RIAN PEDE 3. PLAZA _. _. _HC - cc +t SW 356TH ST 25'BUILDING SETBACK HC cc cc i PROPOSED STREET LIGHT TOPOGRAPHIC NOTE THE EXISTING CULTURAL AND TOPOGRAPHIC DATA SHOWN ON THESE DRAWINGS HAS BEEN PREPARED, IN PART, BASED UPON INFORMATION FURNISHED BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, AHBL CANNOT ENSURE ACCURACY AND THUS IS NOT RESPONSIBLE FOR THE ACCURACY OF THAT INFORMATION OR FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO THESE DRAWINGS AS A RESULT. BASIS OF BEARINGS THE WEST LINE OF THE N.E. 1/4 OF THE N,E. 1/4 OF SECTION 25, TOWNSHIP 21 NORTH, RANGE 3 EAST, W.M., IN KING COUNTY, WASHINGTON, BEING NORTH 00058'18" WEST PER THE PLAT OF WEST MARC, AS RECORDED IN VOLUME 117 OF PLATS AT PAGES 72-73, RECORDS OF KING COUNTY, WASHINGTON. LEGAL DESCRIPTION PARCEL A, CITY OF FEDERAL WAY BOUNDARY LINE ADJUSTMENT NO. 04-101112-00-SU, RECORDED UNDER KING COUNTY RECORDING NUMBER 20040528900001, RECORDS OF KING COUNTY, WASHINGTON. SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. VERTICAL DATUM NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88) BENCHMARK KING COUNTY SURVEY CONTROL PT. #8817, BEING A CONCRETE MONUMENT IN CASE WITH A NAIL AT THE INTERSECTION OF 21ST AVE. S.E. AND S.E. 356TH ST. ELEVATION = 400.957 (NAVD 88) JURISDICTION: CITY OF FEDERAL WAY GRAPHIC SCALE 0 20 40 80 PARCEL ACREAGE: 96,180 S.F. (± 2.21 ACRES) LOT 16 AS SURVEYED APN 926975-0160 OWNER/APPLICANT: = 1" 40 FEET SHERRY DEVELOPMENT COMPANY 321 HIGH SCHOOL ROAD NE, SUITE D-3 BAINBRIDGE ISLAND, WA 98110 -- -- -- — — — - — PHONE: (206)669-7845 CONTACT: MICHAEL A. SHERRY EMAIL: MSHERRY@SHERRYADVISORS.COM CIVIL ENGINEER: LOT 29 APN 926975--0290 AHBL, INC. 2215 NORTH 30TH STREET - SUITE 300 TACOMA, WA 98403 `` . PHONE: 253.383.2422 e CONTACT: TODD SAWIN, P.E. EMAIL: TSAWIN@AHBL.COM e SURVEYOR: CASCADE LAND SURVEYING 23257 SE 284TH ST MAPLE VALLEY, WA 98038 LOT 30 PHONE: 253.820.4016 STG RC VOL. 117, P' , CONTACT: JEFFREY OTTERSON, PLS APN ARCHITECT: TAHOMA DESIGN GROUP 100' RESIDENTIAL 535 DOCK STREET, SUITE 211 _ SETBACK TACOMA, WA 98402 _ _ -.- PHONE: 253.284.9680 CONTACT:DALE COUTURE EMAIL: PDCOUTURE@TAHOMADESIGNGROUP.COM GEOTECHNICAL ENGINEER: RILEY GROUP LOT 31 17522 BOTHELL WAY NORTHEAST APN 926975-0310 BOTHELL, WA 98011 PHONE: 425.415.0551 k CONTACT: RICKY WANG I EMAIL: INFO@RILEY-GROUP.COM CITY OF FEDERAL WAY 20' BUILDING CONTACT INFORMATION: SETBACK LOT 32 APN 926975-0320 f--* FOUND — CONCRETE MONUMENT IN CASE W/ BRASS DISK & PUNCH FOUND CONCR. MONUMENT IN W/ BRASS DIS U PUBLIC WORKS DEPARTMENT: 253.835.2700 CITY OF FEDERAL WAY GENERAL NOTES: 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE FEDERAL WAY REVISED CODE (FWRC), APPLICABLE ORDINANCES, AND THE CITY COUNCIL 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 (KCSWDM). IT SHALL BE THE SOLE RESPONSIBILITY OF THE APPLICANT AND THE PROFESSIONAL ENGINEER TO CORRECT ANY ERROR, OMISSION, OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THESE PLANS. ALL CORRECTIONS SHALL BE AT NO ADDITIONAL COST OR LIABILITY TO THE CITY OF FEDERAL WAY. 2. 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 ENGINEERING PLAN REVIEWER. ANY VARIANCE FROM ADOPTED STANDARDS IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CITY OF FEDERAL WAY, PRIOR TO CONSTRUCTION. 3. APPROVAL OF THIS ROAD, GRADING, AND DRAINAGE PLAN DOES NOT CONSTITUTE AN APPROVAL OF ANY OTHER CONSTRUCTION (I.E. DOMESTIC WATER CONVEYANCE, SEWER CONVEYANCE, GAS, ELECTRICITY, ETC.) 4. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY, A PRECONSTRUCTION MEETING MUST BE HELD BETWEEN THE CITY OF FEDERAL WAY, THE APPLICANT, AND THE APPLICANT'S CONSTRUCTION REPRESENTATIVE. 5. A SIGNED COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 6. CONSTRUCTION NOISE SHALL BE LIMITED AS PER FWRC (SECTION 19.105.040); NORMALLY THIS IS 7:00 A.M. TO 8:00 P.M., MONDAY THROUGH FRIDAY, AND 9:00 A.M. TO 8:00 P.M. ON SATURDAYS. 7. IT SHALL BE THE APPLICANT'S/CONTRACTOR'S RESPONSIBILITY TO OBTAIN ALL CONSTRUCTION EASEMENTS NECESSARY BEFORE INITIATING OFF -SITE WORK WITHIN THE ROAD RIGHT-OF-WAY. 8. 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 OF FEDERAL WAY AT LEAST THREE DAYS PRIOR TO CONSTRUCTION. 9. VERTICAL DATUM SHALL BE KCAS OR NGVD-29. 10. GROUNDWATER SYSTEM CONSTRUCTION SHALL BE WITHIN A RIGHT-OF-WAY OR APPROPRIATE DRAINAGE EASEMENTS, BUT NOT UNDERNEATH THE ROADWAY SECTION. ALL GROUNDWATER SYSTEMS MUST BE CONSTRUCTED IN ACCORDANCE WITH THE WSDOT/APWA STANDARD SPECIFICATIONS. 11. ALL UTILITY TRENCHES IN THE RIGHT-OF-WAY SHALL BE BACKFILLED 5/8" CRUSHED ROCK AND COMPACTED TO 95% DENSITY. WHEN TRENCH WIDTH IS 18 INCHES OR LESS, AND IS WITHIN THE TRAVELED WAY, TRENCH WILL BE BACKFILLED WITH CONTROL DENSITY FILL (SELF -COMPACTED FLOWABLE FILL) AS DEFINED BY WASHINGTON AGGREGATES AND CONCRETE ASSOCIATION. THE AGGREGATE WILL BE 3/8-INCH MINUS. 12. ALL ROADWAY SUBGRADE SHALL BE BACKFILLED AND COMPACTED TO 95% DENSITY IN ACCORDANCE WITH WSDOT 2-06.3. 13. OPEN CUTTING OF EXISTING ROADWAYS IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE PUBLIC WORKS DIRECTOR AND NOTED ON THESE APPROVED PLANS. ANY OPEN CUT SHALL BE RESTORED IN ACCORDANCE WITH KCRS 8.03(B) 3. 14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT LIFE, HEALTH, AND SAFETY 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. 15. CONTRACTOR SHALL PROVIDE AND INSTALL ALL REGULATORY AND WARNING SIGNS PER THE LATEST EDITION OF MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. 16. ALL UTILITIES SHALL BE ADJUSTED TO FINAL GRADE AFTER PAVING ASPHALT WEARING COURSE. 17. ROCKERIES ARE CONSIDERED TO BE A METHOD OF BANK STABILIZATION AND EROSION ONLY. ROCKERIES SHALL NOT BE CONSTRUCTED TO SERVE AS RETAINING WALLS. ALL ROCKERIES SHALL BE CONSTRUCTED IN ACCORDANCE WITH CFW DRAWING NUMBERS 3-22, 3-23. ROCKERIES MAY NOT EXCEED SIX FEET IN HEIGHT FOR CUT SECTIONS OR FOUR FEET IN HEIGHT FOR FILL SECTIONS UNLESS DESIGNED BY A GEOTECHNICAL OR STRUCTURAL ENGINEER LICENSED IN THE STATE OF WASHINGTON. SHEET INDEX SHEET NUMBER SHEETTITLE C-100 COVER SHEET C-200 TESC PLAN C-201 TESC NOTES AND DETAILS C-300 FRONTAGE IMPROVEMENT PLAN C-400 HORIZONTAL CONTROL AND PAVING PLAN C-500 GRADING AND STORM DRAINAGE PLAN C-501 STORM NOTES AND DETAILS C-502 DETAILS CONTINUED S-001 STRUCTURAL NOTES S-101 FOUNDATION PLAN S-102 FOUNDATION DETAILS IL-01 ILLUMINATION PLAN IL-02 ILLUMINATION PLAN - NOTES IL-03 ILLUMINATION PLAN - DETAILS L-1 LANDSCAPING PLAN L-2 PLANT SCHEDULES, NOTES & DETAILS TR-1 TREE RETENTION / REPLACEMENT PLAN IR-1 IRRIGATION PLAN IR-2 IRRIGATION SCHEDULES, NOTES & DETAILS IR-3 IRRIGATION SCHEDULES, NOTES & DETAILS VICINITY MAP NOT TO SCALE EXISTING PROPOSED @ FOUND MONUMENT AS DESCRIBED SET MAG NAIL (SITE BENCHMARK) 0 SANITARY SEWER MANHOLE SANITARY SEWER CLEANOUT • CATCH BASIN ■ O STORM DRAIN MANHOLE Q FILTERRA VAULT ® CLEANOUT © TELEPHONE MANHOLE ® TELEPHONE RISER -C> UTILITY POLE E - GUY ANCHOR LUMINAIRE ® ELECTRIC BOX, SIGNAL BOX OR LIGHT BOX PT POWER TRANSFORMER P POWER VAULT ' © STREET LIGHT x TRAFFIC SIGNAL POLE & LIGHT BAR ® GAS METER �1 GAS VALVE FIRE HYDRANT ® WATER METER ■ N WATER VALVE ►� A MONITORING WELL STREET SIGN ° DECIDUOUS TREE CONIFER TREE C CURB CUT (DRIVEWAY) HC HANDICAP RAMP VC VERTICAL CURB AND GUTTER EC EXTRUDED CURB EC WS WHITE STRIPE (LANE, PARKING, STOPBAR, ETC) YS -YELLOW LANE STRIPE M MAPLE C CEDAR DT DECIDUOUS TREE PLAT PLAT OF WEST MARC, VOL. 117, PGS 72-73 - --E OVERHEAD TRANSMISSION LINES --UE UNDERGROUND ELECTRIC @ GAS LINE OT TELEPHONE OR FIBER LINE S SANITARY SEWER LINE -- S ---- @ STORM DRAINAGE LINE -- D -- W WATER MAIN — W --- ROOF DRAIN LINE ZD I ' '• . ,F, rid °. AREAS OF CONCRETE : ' _� s FENCE X ASPHALT PAVEMENT i O U41 Q A) o T ? a V V Z Q W 3�}gip'=' z� OD oa � Q Qaw zo j`;�� 511 � SOON �moWW z s R a o �l ma ZNo�3 V — � S�OZ WZO zaa¢j¢� V O Z Nis aza x �No U Q 0 LU L � o o o z 0 V- N � W 00 O 0 ) N V) U') Q a) F" 4 7 U) H Q� Q) U LLJ U U W V m LU 0 U ai Q m � Ca a � a� V) LAKEHAVEN UTILITY DISTRICT y Water Plan Sewer Plan ® © 4 Dated APPROVED FOR CONSTRUCTION SUBJECT TO CHANGES NOTED The District's review is not a check of any dimensions or RESUBMITTED quantities and will not relieve and dimension or quantities O and will not relieve the developer from responsibility for 0)) J U N errors of any sort. No charges shall be made in the plans by the O V) 0 g 201g except consent of the District. ' CITY OF FEDERAL, WAY o ' 0 General Manager / District Engineer Date Ct4tUNfiY DEYEI.OPrAFN7 z Aerations Date This construction plan will expire one year from plan - vi approval date, if construction has not commenced. SSMH RIM: 393.29 8" INV IN (S): 384.13sSS""iYIH / 8" INV OUT (N): 402.60 LADDER: EAST ` I / RTM: �394. 1 CB1 o f �\ II6"M I PARCEL B ❑ CL A� f CITY OF FEDERAL WAY BOUNDARY LINE ADJUSTIMENT t3 0_O7'SU { "7� E- C. 004 20040528900001 I Q a 36"M I i �0) APN 252103-9032 I / LI ° / 7 �Q3-- ---- / I / 50 ✓ n) ' % FF 1 /� 1 O 16"DT I y I r +)i O I (8 "M 1 / l IP o 1 1„DT ), l ' SS -28'22 "E .30 t .1 ?_ ' 301 f f ' 1 'CDT , % I -A 20' WIDE SgWER AND UTILITIES EASEMENT TO ADJOINER AND cn / i LAKEHAVEIN UTILITY DISTRICT AFN 200208060O&-7 s _-<_ /_� 3 6'DT & AFN y20070718001854 / ��9/ i 4f ITT LOT 16 IP APN 926975 0160 / 14 „DT / 14"LJr © ro/ /, cB2 CB � 1 tV � 4 �- ., �Qs, ` \ , / / 1 "D/� o / I, k�, / 14 "Dr l ' ° SI. I { / 1j'�?T jj .�� / /I 14 / 6„DT . -_ - - - -_ I , 16 "DT ( r l 16 Df V�/ / BUILDING 'B'/ / 16'T O i � 4 1 ) FF ,/ J = TEMPORARY SEDIMENT I % 4 Ii. TRAP MINIMUM WATER / Q 7 i SURFACE REA=1,750-SF i / 16'lDT LOT 29 oi ! I I APN 926975-0290 16� O jjj \ I IP / o \ j i i J / \ �8 "DT / / /, 1 6 "D Z p0 16'D FF BUILP[NG PARCEL A j I / / „DT PN 252103-9010) I 96,184.3f S.F. I I 2.21 ACRES OT I LUMP p !f �� f I 0 no INGRI=SS, EGRESS AND UTILITIES EASEIMENT AFN 20020806000739 / \ Lu LOT 30 I WEST MARC NON-EXLUSIVE INGRESS & EGRESS NNVOL, 117, PGS 72-7320 SEMENT AFN 62923W APN 926975-0300 SSMH s RIM: 397.91 goO Q Q I iI _<14 0 I 8" INV IN (W): FUTURE USE _ _ _ _ 8" INV OUT (N): 391.81 / \' �L AR t LL IP ! ! / o I LADDER: EAST I� a \ Is / / 6 T o I / 14'DT I N ll \ � EC r _ '�,,, � 10' WIDE ICEN E FOR NSTRUCTI01� AND o U E 0 _ GRADIN iO AD OINER AF 2002 06000732 / 12 "DT J SITE BENCHMARK:-817 SET MAG NAIL - - - - - _- - - - - ----- - - -_ -- ELEVATION = 396.97 SDMH2 / S0� E ' 818 / � w - N89° 19'42 "W 147. 06' ( 18 "DT ' / 1 DT 1 IP 10 L It CB -�r10' WIDE i R CONSTRUCtON AND 1 ..� 17 .. .. � I O \ -� O (GRADING TOI ADJOIN AFN 20020/306000742 / l z I X I I BUILDING 'A� I CE CL I h! X 28' 1 STORY MARKET/ p j I LOT 31 l / STORM VgUL l ❑. % B16 l 11' X 28' STORE FF=BUILDING j / II I� APN 926975-0310 I _STORM VAULT WAPNI / / \ / /� 252103-9050 i EMPI CHAIN LINK ! f` ENC ENCLOSURE d- I I I ASPHALT \ i IP I I I I CB6I �, aIP SL A. \ I INGRESS, Ed RESS AND UTILITI S / I / f O 30' I-cASEMENT AFN' 20020806000 43 LAJ O ` -7 ( I \ ) NON-EXLUSI E INGRESS & EGRESS / 1 . CB 15 / EASEMENT AF 6217234 EXISTING SS / ASPHALT I / 5 \ j RIM: �64z / / \/ I ( �7 ,INV IN (S): 386.62 / �- i )� LI SL015EME T / Ld 32 SDI H5ff 8" INV OUT (N): 386.57 / I I / KING IC NTY N 8 1'10588/ / APN 92 975-0320 1 LADDER: EASTES I 1 I STOP IP E- .0 . ed+ e � \ � PLANTER / 1------ I- - -- / -- ___ --------- � OQ OO EC - - - - _\ _ _ \W000 FENCE U LACB1 L L --L - / ee T / r T yC VC ® T+ T UT \ ` ' ae' _ • ,. _ _ 13 CCCB 12 f VC / HC KE LANE L CB7,1 I ! i �DMH6 - - W f W- -- W / W W W r f - o _ . 1/ O I IP �-- ASPHALT W EC -- SW 356TH ST � / SDMH7 0� � �' ASPHALT / _ W� - - W O - W - - W 331.73' (MEAS)3 7 7 ' (PLAT? - - / / 89°19'42'E 855.05' - - -W - - - �- _ _ - �- `(MEAS, PLAT) _ \ © W ASPHALT Q / G ern 3 F ND CONCRETE MO MENT ® p 'ASPHALT A� / _-_© I IN E W/ BRASS DISK\ & PUNCH W,, FOUND CONCRETE I O MONUMENT IN CASE VC e - I O Cam%/lC \ VC _ \ CB9 C VC \ \ I \ \ W/ BRASS DISK &PUNCH VC BIKE LANE y j `. I. • IrJ.11 BENCHMARK: � � STOPR \ / / a ' , -' I L CB 11 S.W. CORNER, N.E. 1/4, N.E. 1/4 PV SECTION 25, T.21 N., R.3 E., W.M. I T �` • ' , } FOUND CONCRETE MONUMENT IN CASE W/ 114" NAIL \ ".i �C$�0_ M \\ ELEVATION = 400.96 (NAVD 88) SSMH RIM: 401:98 8" INV 1N (W): 388.58 8" INV OUT (N): 388.48 LADDER: NORTHEAST KEY NOTES OPRESERVE EXISTING UTILITY TO REMAIN. OREMOVE EXISTING CATCH BASIN. CAP AND ABANDON EXISTING PIPE EXCEPT UNDER NEW BUILDING LOCATION REMOVE PIPE. OREMOVE EXISTING ASPHALT PAVEMENT OREMOVE EXISTING CURB OREMOVE EXISTING BILLBOARD AND STRUCTURAL BASE LEGEND: IP INLET PROTECTION A C-201 REMOVE EXISTING UTILITY O OOOQO CE CONSTRUCTION ENTRANCE C-201 e o m e CL CLEARING/PROJECT LIMITS IS INTERCEPTOR SWALE D C-201 - - - - - - - - - - - SL SAWCUT LINE 11 SF SILT FENCE C C-201 GRAPHIC SCALE 0 15 30 60 1" = 30 FEET CITY OF FEDERAL WAY EROSION/SEDIMENTATION CONTROL NOTES: 1. APPROVAL OF THIS EROSION/SEDIMENTATION CONTROL (ESC) PLAN DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN (I.E. SIZE AND LOCATION OF ROADS, PIPES, RESTRICTORS, CHANNELS, RETENTION FACILITIES, UTILITIES, ETC.). 2. THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF THE APPLICANT/CONTRACTOR UNTIL ALL CONSTRUCTION IS APPROVED. 3. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY FLAGGED IN THE FIELD PRIOR TO CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE FLAGGED CLEARING LIMITS SHALL BE PERMITTED. THE FLAGGING SHALL BE MAINTAINED BY THE APPLICANT/CONTRACTOR FOR THE DURATION OF CONSTRUCTION. 4. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN CONJUNCTION WITH ALL CLEARING AND GRADING ACTIVITIES, AND IN SUCH A MANNER AS TO INSURE THAT SEDIMENT LADEN WATER DOES NOT ENTER THE DRAINAGE SYSTEM OR VIOLATE APPLICABLE WATER STANDARDS. 5. THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE ESC FACILITIES SHALL BE UPGRADED (I.E. ADDITIONAL SUMPS, RELOCATION OF DITCHES AND SILT FENCES, ETC.) AS NEEDED FOR UNEXPECTED STORM EVENTS. 6. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE APPLICANT/CONTRACTOR AND MAINTAINED AS NECESSARY TO ENSURE THEIR CONTINUED FUNCTIONING. 7. ANY AREA STRIPPED OF VEGETATION, INCLUDING ROADWAY EMBANKMENTS, WHERE NO FURTHER WORK IS ANTICIPATED OR A PERIOD OF 15 DAYS, SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC METHODS (I.E. SEEDING, MULCHING, NETTING, EROSION BLANKETS, ETC.) 8. ANY AREA NEEDING ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN 15 DAYS. 9. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN THE 48 HOURS FOLLOWING A STORM EVENT. 10. AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT -LADEN WATER INTO THE DOWNSTREAM SYSTEM. 11. STABILIZED CONSTRUCTION ENTRANCES AND WASH PADS SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES MAY BE REQUIRED TO INSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. 12. WET SEASON REQUIREMENTS AS DESCRIBED IN APPENDIX D, SECTION D.5.2 OF THE KCSWDM ARE IN EFFECT BEGINNING OCTOBER 1 THROUGH APRIL 30. 13. ANY PERMANENT RETENTION/DETENTION FACILITY USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY EROSION CONTROL MEASURES AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE PERMANENT FACILITY IS TO FUNCTION ULTIMATELY AS AN INFILTRATION OR DISPERSION SYSTEM, THE FACILITY SHALL NOT BE USED AS A TEMPORARY SETTLING BASIN. NO UNDERGROUND DETENTION TANKS OR VAULTS SHALL BE USED AS A TEMPORARY SETTLING BASIN. 14. WHERE SEEDING FOR TEMPORARY EROSION CONTROL IS REQUIRED, FAST GERMINATING GRASSES SHALL BE APPLIED AT AN APPROPRIATE RATE (I.E. ANNUAL OR PERENNIAL RYE APPLIED AT APPROXIMATELY 80 POUNDS PER ACRE). 15. WHERE STRAW MULCH FOR TEMPORARY EROSION CONTROL IS REQUIRED, IT SHALL BE APPLIED AT A MINIMUM THICKNESS OF TWO INCHES. 16. MANAGEMENT PRACTICES PROVIDING SIGNIFICANT TREE PROTECTION SHALL BE PROVIDED PER SECTION 22-1568 (C) (6) (A-G) OF FWRC. M O co "7' " �rnp0 O �Us: N � / VL N in tL o W 7" o 'T �'00_ t F N oW W z�- N 77 c 0 W E fu LAKEHAVEN UTILITY DISTRICT Water Plan ❑ Sewer Plan Dated APPROVED FOR CONSTRUCTION SUBJECT TO CHANGES NOTED The District's review is not a check of any dimensions or quantities and will not relieve and dimension or quantities and will not relieve the developer from responsibility for errors of any sort. No charges shall be made in the plans except by the consent of the District. General Manager District Engineer Date Operations Date This construction plan will expire one year from plan approval date, if construction has not commenced. 0O U � C � W � 4 J fu C O T� 1 N o J i O N I- Q t 0 Nj a CU w U Z q 3y�wpo z x n 00 3ow��Q2 Q�-o-'g � ow�oa�o 00 kA U ti 2 0 0 0 W Q4w wZ0 �f 1^ �O�IZ.>tiKQ P � oho-oo a� 0 w=aviZN 4 O w� oz�o 4 Gj w zMo wm fn No;o�, z LLJ a a mQZ6 z V p i Z`LZ� U 4 p Uj C) 4-J m O o '1 L6- v O z M o 0 Q) OP 0) CU v7 Q w ..0 U U ~ z U C U m a L 1 (.0 .n N m =a a� t 6 z (i a� Mj 0 V) a � .4 Ln ,It 0 vi SEDIMENT ACCUMULATION NOTES: 1. FILTERS SHALL BE i NSPECTED AFTER EACH STORM EVENT AND CLEANED OR REPLACED WHEN 1/3 FULL. 2. INSTALL INLET PROTECTION IN ALL NEW STORM STRUCTURES THAT WILL COLLECT STORMWATER AS THEY ARE INSTALLED. INLET PROTECTION NOT TO SCALE HYDROSEED SWALE A MIN OF 1' BEYOND EDGE OF SW 1' MIN LEVEL BOTTOM 2' MIN EXISTING CATCH BASIN HYDROSEED SWALE A MIN OF 1' BEYOND EDGE OF SWALE 2:1 MAX SLOPE SWALE SPACING DEPENDS ON SLOPE GRADIENT INTERCEPTOR SWALE NOT TO SCALE MAINTENANCE STANDARDS: 1. DAMAGE RESULTING FROM RUNOFF OR CONSTRUCTION ACTIVITY SHALL BE REPAIRED IMMEDIATELY. 2. IF THE FACILITIES DO NOT REGULARLY RETAIN STORM RUNOFF, THE CAPACITY AND/OR FREQUENCY OF THE DIKES/SWALES SHALL BE INCREASED. EXISTING FF EDGE OF EXISTIN PAVEMEN CONSTRUCTION ENTRANCE NOTES: 1. MATERIAL SHALL BE QUARRY SPALLS PER WSDOT 2014 STANDARD SPECIFICATION 9-13.6 AND MAY BE TOP -DRESSED WITH 1"-3" ROCK. 2. THE ROCK PAD SHALL BE AT LEAST 12 INCHES THICK AND 100 FEET LONG. WIDTH SHALL BE THE FULL WIDTH OF THE VEHICLE INGRESS AND EGRESS AREA. 3. ADDITIONAL ROCK SHALL BE ADDED PERIODICALLY TO MAINTAIN PROPER FUNCTION OF THE PAD. 4. IF THE PAD DOES NOT ADEQUATELY REMOVE THE MUD FROM THE VEHICLE WHEELS, THE WHEELS SHALL BE HOSED OFF BEFORE THE VEHICLE ENTERS A PAVED STREET. THE WASHING SHALL BE DONE ON AN AREA COVERED WITH CRUSHED ROCK AND WASH WATER SHALL DRAIN TO A SEDIMENT RETENTION FACILITY OR THROUGH A SILT FENCE. 5. GEOTEXTILE SHALL MEET THE FOLLOWING: GRAB TENSILE STRENGTH 200 PSI MIN. GRAB TENSILE LONGATION 30% MAX. MULLEN BURST STRENGTH 400 PSI MIN. AOS 2-45(U.S. STANDARD SIEVE) CONSTRUCTION ENTRANCE V I NOT TO SCALE FILTER FABRIC MATERIAL MIRAFI 100 NS OR EQUIVALENT 2" X 2" BY 14 GA. WIRE FABRIC OR EQUIVALENT, AFFIX TO POST PROVIDE 3/4" - 1 1/2" WASHED GRAVEL BACKFILL IN TRENCH AND ON BOTH SIDES OF FILTER FENCE FABRIC ON THE SURFACE 2" X 4" WOOD POST OR STEEL FENCE POST ORANGE FILTER FABRIC MATERIAL 60" WIDE ROLLS - USE RINGS TO ATTACH ATTACH TO WIRE FABRIC W. oN EXISTING GRADE (11' CHAINLINK FENCE 2.0' MIN. . SIDE VIEW Cn N 6' MAX. FRONT VIEW ^^ M {L co 0 2i T 0-. Cie Ln NOTES: AASHTO M294. F- 1. THE FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT TO THE LENGTH OF THE 0 Z 0 BARRIER TO AVOID USE OF JOINTS. WHEN JOINTS ARE NECESSARY, FILTER CLOTH SHALL BE SPLICED r ^ � ° o TOGETHER ONLY AT A SUPPORT POST WITH A MINIMUM SIX-INCH OVERLAP, AND BOTH ENDS �/ In M SECURELY FASTENED TO THE POST. N Ln LJJ w z� 2. THE FILTER FABRIC FENCE SHALL BE INSTALLED TO FOLLOW THE CONTOURS (WHERE FEASIBLE). THE 19MMaUMM IIn N FENCE POSTS SHALL BE SPACED A MAXIMUM OF SIX FEET APART AND DRIVEN SECURELY INTO THE N GROUND (MINIMUM OF 30") o 0 L6 3. A TRENCH SHALL BE EXCAVATED, ROUGHLY EIGHT INCHES WIDE AND TWELVE INCHES DEEP, UPSLOPE a AND ADJACENT TO THE WOOD POST TO ALLOW THE FILTER FABRIC TO BE BURIED. o n, E V/ ro 4. WHEN STANDARD STRENGTH FILTER FABRIC IS USED, A WIRE MESH SUPPORT FENCE SHALL BE z FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POSTS USING HEAVY-DUTY WIRE STAPLES AT LEAST ONE INCH LONG, TIE WIRES, OR HOG RINGS, THE WIRE SHALL EXTEND INTO THE TRENCH A ri MINIMUM OF FOUR INCHES AND SHALL NOT EXTEND MORE THAN THIRTY SIX INCHES ABOVE THE ORIGINAL GROUND SURFACE. o U 5. THE STANDARD STRENGTH FILTER FABRIC SHALL BE STAPLED OR WIRED TO THE FENCE, AND TWENTY V) INCHES OF THE FABRIC SHALL BE EXTENDED INTO THE TRENCH. THE FABRIC SHALL NOT EXTEND 4-J MORE THAN THIRTY SIX INCHES ABOVE THE ORIGINAL GROUND SURFACE. FILTER FABRIC SHALL NOT C: BE STAPLED TO EXISTING TREES. N gip: 4-J W 6. WHEN EXTRA -STRENGTH FILTER FABRIC AND CLOSER POST SPACING ARE USED, THE WIRE MESH (a Q 2" X 4" BY 14 GA. SUPPORT FENCE MAY BE ELIMINATED. IN SUCH A CASE, THE FILTER FABRIC IS STAPLED OR WIRED O WIRE FABRIC OR DIRECTLY TO THE POSTS WITH ALL OTHER PROVISIONS OF STANDARD NOTE (S) APPLYING. T EQUIVALENT 1. 7. THE TRENCH SHALL BE BACKFILL WITH 3/4 INCH MINIMUM DIAMETER WASHED GRAVEL. 0 y: (3) _III BURY BOTTOM OF 8. FILTER FABRIC FENCES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE, BUT L. -0 FILTER MATERIAL NOT BEFORE THE UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED. O .N IN 8"X12" TRENCH tj 9. FILTER FABRIC FENCES SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. �- 2" X 4" WOOD POSTS, 10. CONTRIBUTING LENGTH TO FENCE SHALL NOT BE MORE THAN 100 FEET. L STANDARD OR BETTER, 11. DO NOT INSTALL BELOW AN OUTLET PIPE OR WEIR. O (n OR STEEL z FENCE POST 12. DO NOT DRIVE OVER OR FILL OVER FILTER FABRIC FENCE. U Q .a) c c 2 .2I v a U U SILT FENCE C NOT TO SCALE PROVIDE TRASH RACK ON RISER PIPES 18" DIA. AND GREATER BERM NATIVE MATERIAL COMPACTED TO 95% OF MAX. DENSITY 6" PERFORATED PE PIPE (MODIFIED PROCTOR) MAX. WATER SURFACE EXISTING GROUND ELEV = 397.0± 6 MIN. GRADE TEMPORARY POND MINIMUM 6" ABOVE - - - ---------- _ _ _ _ _ FINAL TOP OF POND ELEVATION 398.5± _ .-------- 1.0'MIN- - FINAL POND TOP OF �----- --� ��' FREEBOARD ELEV: 398.0± --f' X/ 3 - 3 �� %�%!/x:/��%%� T%'n SEDIMENT POND OVERFLOW ELEV: 397.0± ' - - - - - -- - - - - - `� CONNECT TO EXIST CB FINAL POND INFILTRATION ELEV: 393.0± \�' ------ -- --- - - DO NOT COMPLETE EXCAVATION TILL DEAD SITE IS FULLY STABILIZED STORAGE OUTLET PIPE BOTTOM OF (PER PLAN) SEDIMENT POND WEIGHTED BASE TO ELEV = 394.0± PREVENT FLOTATION WIRE -BACKED SILT FENCE, STAKED HAY TEMPORARY NON -WOVEN GEOTEXTILE BALES WRAPPED WITH FILTER FABRIC FABRIC - MIRAFI 140N OR APPROVED FENCE, OR EQUIVALENT DIVIDER. EQUIVALENT. REMOVE AT END OF CONSTRUCTION WHEN SITE IS STABILIZED. TEMPORARY SEDIMENT TRAP NOT TO SCALE POLYETHYLENE CAP PERFORATED POLYETHYLENE DRAINAGE TUBING, DIAMETER MIN. 2" LARGER THAN DEWATERING ORIFICE. ' TUBING SHALL COMPLY WITH ASTM F667 AND , AASHTO M294. PROVIDE ADEQUATE STRAPPING CORRUGATED METAL RISER WATERPROOF COUPLING TACK WELD TEMPORARY SEDIMENT POND BOT ELEV:394.0t 2' MIN. DEWATERING ORIFICE, SCHEDULE 40 STEEL STUB MIN. 3.95" DIAMETER ORIFICE 18" MIN. CONCRETE BASE 2X RISER DIA. MIN. SEDIMENT TRAP RISER \ I / NOT TO SCALE ALTERNATIVELY, METAL STAKES AND WIRE MAY BE USED TO PREVENT FLOATATION LAKEHAVEN UTILITY DISTRICT Water Plan Sewer Plan Dated APPROVED FOR CONSTRUCTION SUBJECT TO CHANGES NOTED The District's review is not a check of any dimensions or quantities and will not relieve and dimension or quantities and will not relieve the developer from responsibility for errors of any sort. No charges shall be made in the plans except by the consent of the District. General Manager I District Engineer Date- perations Date This construction plan will expire one year from plan approval date, if construction has not commenced. 00 zs od 00 Ln zo oaoa��N ,} � owwoaoQo P '�• <izo-oo c0��' � U oa Jz53o a U (/J (/I UZ'rno~WmZ Ir 4 mq��oz3 NOUN ✓�� O p z«Z W 2 ¢tea I O N U 2 rn w N N U Q O W Q .-J O00 o 4-- o 00 z o o r\ =3 0) 0 6-6 V Q a) H Ln V) z QU W H '..� Q a O m �a z 1 LI o U LLJ m F- V) (3) V) Y �i CDrn vr 6 0 z U M r Ln ,�' t,+l�• p ♦ �,,.... p " il 9a s ♦ % > ° a > . p w a s • + w >g `.�.�.� a p p. _.'� y,.__-.s.--"—..—.v._.—...—..__m a -------------------- .�'"` ° • ° • ° ' p • • ' � ° il ` n p ' � ^�--_'n �_n�se @ .� w_ a' ° p `a A � {'� w n,-, w • n • � ; � s -'' .{� w ° n `, % p° • . --rz,� y F El k� St7• /—\4-`�-�`--� ^ ° ST � ' }� w� r STSST . cc co \ oti— _ sr -ttn p \to 3 M 12+00 ASPHALT -� 1s �.fit ' 1 F3 "VifP�"�(P1 AT 1a+nn z ►' #3 BAR EACH CORNER #3 BAR HOO TOP AND BOTTOI FRAME AND VANED GRATE s. 3' OR 12" 'OR 6" (IN) HEIGHT TWO #3 BAR HOOPS FOR 12" (IN) HEIGHT RECTANGULAR ADJUSTMENT SECTION PRECAST BASE SECTION i I 3AR ACROSS BOTTOM PIPE ALLOWANCES MAXIMUM PIPE MATERIAL INSIDE DIAMETER (INCHES) REINFORCED OR 12" PLAIN CONCRETE ALL METAL PIPE 15" CPSSP 12" (STD. SPEC. SECT. 9-05.20) SOLID WALL PVC 15" (STD. SPEC. SECT. 9-06.12(1)) PROFILE WALL PVC 15" (STD. SPEC. SECT. 9-05.12(2)) * CORRUGATED POLYETHYLENE STORM SEWER PIPE #3 BAR EACH CORNER 18" (IN) MIN #3 BAR HOOP FOG 21 ST-AV- E, .SW WS - - A' T ASPHALT T - END CONCRETEOURB AND- -GUTTER`-- WS MATCH EXISTING CURB AND GUTTER / n 28-.90 RT STA 15+40 77� 28 04'RT i) rz) r f i ~ •/ a �S fS S —� f O -394f I�Jzl 1 'v NOTES 1. As acceptable alternatives to the rebar shown in the PRECAST BASE SECTION, fibers (placed according to the Standard Specifications), or wire mesh having a minimum area of 0.12 square inches per foot shall be used with the minimum required rebar shown in the ALTERNATIVE PRECAST BASE SECTION. Wire mesh shall not be placed in the knockouts. 2. The knockout diameter shall not be greater than 18" (in) . Knockouts shall have a wall thickness of 2" (in) minimum to 2.5" (in) maximum. Provide a 1.5" (in) minimum gap between the knockout wall and the outside of the pipe. After the pipe is installed, fill the gap with joint mortar in accordance with Standard Specification Section 9-04.3. 3. The maximum depth from the finished grade to the lowest pipe invert shall be 5' (ft). 4. The frame and grate may be installed with the flange up or down. The frame may be cast into the adjustment section. 5. The Precast Base Section may have a rounded floor, and the walls may be sloped at a rate of 1 : 24 or steeper. 6. The opening shall be measured at the top of the precast base section. 7. All pickup holes shall be grouted full after the inlet has been placed. SEE NOTE 1 ALTERNATIVE PRECAST BASE SECTION (:CONETE INLET A CR NOT TO SCALE y� H Eiz OF `V A8#Ir►� 41819 Heilman, Julie Jan 25 2017 2:58 PM cosign CONCRETE INLET STANDARD PLAN B-25.60-01 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION Carpenter, JeIT Jan 26 2017750 AM r STATE DESIGN ENGINEER MWashington State Department of Transportation GRAPHIC SCALE 0 10 20 40 1" = 20 FEET KEY NOTES OMATCH EXISTING CONCRETE. PROVIDE EXPANSION JOINT AT CONCRETE EDGE. OREMOVE EXISTING CB, INSTALL COUPLING ADAPTER AND CONTINUE PIPE TO THE PROPOSED INLET LOCATED EAST. 1.5' CURB AND GUTTER I----- 7' PROPOSED PROPERTY LINE EXIST PROPERTY LINE 16' ROW DEDICATION I ' 8' I. .I 3 }- 5.5' CIMMIA/A1 V I EXISTING ROADWAY 0.5' MATCH SAWCUT LINE EXISTING ?�ls — VAfjV\/jAA//Ai � 0.30' HMA CL z", PG 6-22* l� 0.30' HMA CL z", PG 6-22* 0.50' CSTC* *THE ROADWAY SECTION SHALL MATCH WHAT IS SHOWN ABOVE OR MATCH EXISTING, WHICHEVER IS GREATER. M ^ O 1..L.7 W O � Q �v a N Omo N C7 0 V Ci oN w Z ,a.a 2 M� V) N MU UJ W F- z �rq N a� o a E 4d 0 O 4—J U U V J r mo § L(�� 4--J N f (1) O W Z Q O V) fo --� 4-J L. O l- 0 z U 41 a` U U 3 y.�wpp 00 1 .00o<��w�N Q�oo125 � ow�gga� W o>o-�o U �co � � W3wa-��o WirgWZ�� p NR O V)i mow m z UJ Q:: WW�Qa off' m a <zo �'"o z z, V Z O O Z w Z B. M Z U V K O Z 0 0 C O � o o a; 4-- CDz '< t6 W N 0) Q, yx cn UO) V) FRONTAGE IMPROVEMENT SECTION °' 4-1 i= NOT TO SCALE N LAKEHAVEN UTILITY DISTRICT Water Plan Sewer Plan Dated APPROVED FOR CONSTRUCTION SUBJECT TO CHANGES NOTED The District's review is not a check of any dimensions or quantities and will not relieve and dimension or quantities and will not relieve the developer from responsibility for errors of any sort. No charges shall be made in the plans except by the consent of the District. General Manager District Engineer Date Operations Date This construction plan will expire one year from plan approval date, if construction has not commenced. 1. ® © o cl'� O fo M v o � U) RETAINING WALL SEE STRUCTURAL PLANS I / POND ACCESS ROAD, SEE DETAIL C-400 1 f ° ° I'� „ PROVIDE 12 LOCKABLE GATE PER N 107312.5605 I # WSDOTT STANDARD PLAN L-30.10-01 E 1261,482.6614 6 r CI3` U r, :�. 4e t a - . ... ... ....... 12 r o :,: m 0 1 :r 5 9' :-` 0 0 rn rn 0 • o) 1c� z: rn rn :�r:- M c>7 M � - :r. t s I 'a: f r � i U ,> \ - o c9 I: QZi 1': ' - LOB` 16 j �S' f r AP �.....,. 69 /5 , N 92 - L j RETAINING WALL SEE, kn c STRUCTURAL PLANS N 107291.7602 * ° ` S MH 1 I '. ..4 ° E 1261348.0007 R32 / DOOR 6 N 107282.8533 r N 107278. 6�25 ::::::::r' CBZB3 f _ E 1261347.8185 E 12614�1.8852 / -` :.... 107274.7545 3 c I� a %BOTTOM OF POND E�1261387.4662r / L DOOR / / :.:; 11 �• I i- CITY OF FEDERAL WAY FIRE / / ::: • ::: _. _ ._ _ _ . RETAINING WALL SEE STRUCTURAL PLANS o/ TRUCK TURN AROUND N TOP OF POND 0 / :• ''''''''•:' DOOR 4 0 / '`''';''''' /"IN° i l•.•. N 107238.1964 i \ ° a� ` COMBINATION DETENTION POND .' C� / � s „/I ��. E 1261396.7703 �� / AND CONSTRUCTED WETLAND BUILDING B 7 OT CD -' oc APN 9269 # a / fr j M r DOOR •�• o i I r' RETAINING ALL INCORPORATED INTO a �' \ �` � �� BUILDING FOUN6ATION. SEE BUILDING PLAN ° �� / : ':::::: • :I::. / / �{ { CONCRETE ETAINING WALL INCORPORATED — - INTO / • ° °° �' s \ INTO BUILDING FOUNDATION a v� r Cn • ° / \ t : G- DOOR \ \ d., I ° } , DOOR I • / , < ` }° ! 4.5'f PROVIDE112' LOCKABLE GATE PER ° \ L-30.10-01 • / °° L� j WSDOT STANDARD PLAN p N 107130.8706 • �\ v `�' °�'(a 35 p / E 12615`15.1504 DOOR (,i • / AV v I �'' N 107120.5946 ° E 1261279.3189 _- - _ __-- -- -__ . - WES \ {f ff VOL. .1171 DOOR 8 5' CONCRETE WALKWAY (TYP) I, I 1 APN 9, RD EB \ ,RD dRp Rb I ' t � �� o N 107118.7557 • - - E 1261425542 DOOR �- -- c X 12' ACCESS GATE, TO BE + ( p` N /7101.3763- DETERMINED BY OWNER / y ` I EX261-312.8352 _ UE '-' - R2 4I I N 107097.1672 DOOR /: s sT 1 ! 3' -f- E 1261338.8021 G° as 'HMA ACCESS WAY SEE / / �p1yj 3 ° 1 sr ! Y !DETAIL 1, THIS SHEET 'DMH2 J $D` v l CB �R5 / ') 8 I R 5' / ° CB 1 % - .. BUILDING 'A'OR N 107083.4541 /\ c, ( ( N 107082.8973' CO. \ ° E 1261303.1056 E 1261372.2845 i - I ° ? ° < < ' N 107078.4945 N 107068.2073 E 1261298.0655 E 1261387.1606 / -f......'...': 99 I l I 11 X 28' 6 / �; DOOR / LO EB ` i STORM VavL I ' , f ..... ` :::::::::::� APN 92; �' (D El CB 1� / 1 ' X 28' f STORM LT ° i \ � VAULT R2� ° a° 1 'ACCESS GATE, TO BE I • j Q /^\ N 107022.9329 ETERMINED BY OWNER , E 1261401.5978 tit j I \ S / I - i 0 I \ \ N 106987.0619 m 3 - B I �. \ \ \ E 12' 1388.8352 ory CBS N 106981.9598 106980.9066 E•1261383.9394 N 107002.9890 E1261518.4372 E 1260405.0100 f I .f i O ( ° f \ \ R5' J ° 34.33' �=►,07 . 1 / / / I p �4 TYP ° 1 E EXISTING M-NSS/ / ( / r L- - 5 ° RIM: 4.004-7-' -"I �-- - / 8" XV IN (S): 386.62 - SD H5 I-- f 7 / l c 1 INV OUT (N): 386.57 LADDER: EAST / ° :b f 9 3 5'` A :F / I ° EI 2 J / TY �Og :r :: B (D ° • ° Can / / / _ - 11 EC ro 7` CB1�48 ° - . W.\ • ` ` ° . ' ° •-W. `W ° ° ._. • W L p f 7� / ST ST �+ Z ST �^ ST ST CO 1 2 / T I ST r Cn T ST ST • CB 1,3 El r �-- C87/ §DMH6 / �o�f / / - - W ,/ W W / W -- N W W W �/---- W W W --- ©! ALIGNME TINT ,RSECTION /Z- 10+00.00 = 0+00 0 �' S 356 "1 1 ST f W o �W - F r / LEGEND ' ASPHAL T PAVEMENT - STANDARD DUTY d CEMENT CONCRETE WALK P, " ., .�: . - .1 , I r- - - - - - - - - - - - - - - LANDSCAPING I EC EXTRUDED CURB C-501 CG CURB AND GUTTER C C-501 CHAINLINK FENCE - REFER TO LANDSCAPE x-x-x ARCHITECTURE DRAWINGS -- - -' PROPERTY/RIGHT-OF-WAY LINE CENTERLINE BUILDING OUTLINE KEY NOTES OMATCH EXISTING ASPHALT. SEAL JOINT WITH ASPHALT EMULSION PER WSDOT STANDARD SPECIFICATION 9-02.1(6). OMATCH EXISTING CURB AND GUTTER. O4" PAINTED SINGLE WHITE SOLID LINE PER WSDOT STANDARD SPECIFICATION 9-34.2 �5 ADA PAVEMENT MARKING PER WSDOT STANDARD PLAN ,M-24.60-04. OBLACK VINYL COATED 6FT HIGH CHAIN LINK FENCE PER WSDOT STANDARD PLAN L-20.10-03 OBENCH AND TRASH RECEPTACLE, SEE LANDSCAPE PLANS FOR MORE INFORMATION. OCONCRETE WALKWAY, DYED, SCORED AND FLUSH WITH HMA PAVEMENT. SEE LANDSCAPE PLANS FOR ADDITIONAL INFORMATION. i 2" 77 4" NOTE 1. D. THICKNESS NOT TO SCALE z GRAPHIC SCALE 0 10 20 40 1" = 20 FEET 2" HOT MIX ASPHALT (HMA), CLASS 2" CRUSHED SURFACING BASE COURSE, WSDOT 9-03.9(3) I\{-IVIV V L UIVJlJ11 P'\ULC MATERIAL AND COMPACT SUBRADE TO 95% MDD. ENT SECTION 0O U J J � n � W E 4--J fu N a. O Z n) O (n J O U) zI-•°v U Q o a 2 U U a�O z¢ w 3>�woo 00 zo0z �7c��, ko z�a¢ aaw-azo 0 C Q o 0 � w�N �w= ¢Now tHi1 �a o UNw¢ W �mSwwmZ m¢o�o =s��Now C> U ¢ O Lij C) a-.+ L- p (U co o o 1i 4- CD N OP 0 n o 0 0 t (= cn V) Q a) F--i V) -j 0z �- � U ~ zU O ^ a U U Jz Q >rum a za Qo O� N _ CSC z Q °_' a 0 a) LAKEHAVEN UTILITY DISTRICT ;° Water Plan Sewer Plan © © a Dated APPROVED FOR CONSTRUCTION:, , _ • ,,,. SUBJECT TO CHANGES NOTED The District's review is not a check of any dimensions or quantities and will not relieve and dimension or quantifies O 13` and will not relieve the developer from responsibility for errors of any sort. No charges shall be made in the plans O V) except by the consent of the District. d o ' General Manager District Engineer Date z Ln Operations Date This construction plan will expire one year from plan Ul) approval date, if construction has not commenced. � ` J J 9 6FT RETAINING WALL it I i TW: 3,98.0 o / �g ci I BWW _ 97.9 v"J o cv rYy / FL: 397.66 ' "� 0 0 U IA. I i u�• L• 9:6� ' U •� =t �Q j! d- I, •i' .p f! r r _ e f 'i• r v i �' C-6 M v f` ; %/r ✓ 4, LF -MLJRA 12"j @ 3.06° ! q:•,•;• 'A' �' :I Lit , -„.•,,rf.a r %„J. ✓ f ,,;1 ✓ 1^r . isTW. 7.92 �,V. �•fi�♦r / ,!.l'! i/ I CAS ,. , .BW. 3 1.92 M � G�'ZA E id ,♦!r P Gt ls% ' TW:39 .92 ' r e-!I f ! r .�f. r� , BW.391.92 rr. l r r f /, r r fr'/ / ✓''r:j♦,,' / ,«' ,f,r .'rf .'f' r':..1.,r/, r�r'/ `z ,^�'. ,,' ./„s".� r � l,% r�,f: r'✓ r fi'l` rfi'',1." ,.fr ,'' r .•i„ l r♦f T x '�t' r' . �l ,r 1 flj I FF .,✓. r J. f ,, .,. APB! 92�9 r ,r. ,r T.� T RETAY�IING WALL i,s,..r �' / 6 F , s,.✓r f J ,Ef) l fi J r + TW: �39 .92 � Ga fl�:9• S MH 1 �` 6FT RETALN/ING WALL, SEE CB 7 (1) DOOR � ST I STRUCTURAL SHEETS FG: 400.50 F31M: 399.49 FG=402.0 C62 G�B3 /STA: 14+10.07, 208.04 RT ' I I PRESETTLII�G CELL ` �' IE: 393.68 12" (S) f 4 Ff''' rr �:�.•••••••••.•. TW: 97.92 ,'FL:40 05: IE:393.6812 (SW) BW:3191.92 tll I i � � ', ,r`°.dlf � r, �✓1�fd%/ � f,.'_ / ;g.j _ ._ _. .,_ _ -- -_ ._ • A 1 '` f ' °. ( •' % �, � .f rrl%f�isfr /'✓ ; i ..'.... -.1 POND INLET { TOP OF BERM=395.92 IE=392.42, f ,; ✓fi fr l �490 LF 12" @ 0.50% / / / • .tom 76 i J f✓Jif i,Jj IILJELJNL 00 FG: 400.90 r %'-f`' l 11�1 BUILDING 'B' i/ I / r C-5�1 % \ ��p ' ' ,' r �/ FG: 400.80 /011 FF=402.08 T (/ �J COMBINATION DETENTION POND' "`~ r✓, !'�f%- AND CONSTRUCTED WET FG=401.20 API 92 WATER QUALITY W ELEV.. 395.39 FT (WETLAND CELL) ° DOOR / CB FG=402.70 < Q I j DESIGN WS ELEV.:396.92 FT #6 ° a ) q.;,;........... \ t' BERM ELEV.. 39 .92 FT s RIM: 400.41 I ° j i . .. • ' ' ' ♦' �- LO ! E rn DETENTION VOLUME: 35,133 FT STA: 13+20.06, 208.15 RT // WETLAND C�LL DEPTH: 2 FT IE: 394.13 12" (S) I d STORMWA ER WETLAND VOLUME: 2,579 FT 3 IE: 394.13 12" (N) IW f d '• .... �_ v o+ i \ �< I / _FG: 400.62 fr FG: 400.80 (/ / / f j \ \ •C f \ f POND OUT T ,r A J 0 I IE=394.42 BUILDING Ci 90 IF 12 @ 0.50% ( / ,rh • � ' (�, 1 28 °4. 7 .tn • f /'I ° 7 LF 12" @ 14.72% rf �° ffis CB 5 I - i ° °d ' frfi � i ° r CB #8 TYPE 2 48" CONTROL °f f RIM: 401.45 j I d d' STA. 12+30.16, 206.27 Rt 1 1 STRUCTURE W/ BIR�.CAGE C-502 ;;� �� ,t� ''' iE:394.58 12 S . RIM: 397.92 DOOR ✓ f, ,;11f IE: 3 4.58 12" (N) < • c / �%j l STA: 12+80 4 70.23 RT ° ° ✓ \ FG=401.20 a ► IE: 35.42 6" (W) \\ L7:..'.':':'.':'.'.'' IE: 395.39 12 (S) E� . ... / I<� IE: 395.39 12" (N) DOOR \ i 'rf l ir: FG=402.70 / \ 82 LF 12" @ 0.67% / , ' , W STORM LINE CROSSING 12"0 I;E=395.04 FL; 4Ei4; ' • VOL. 11 �r 12Jf'r/ nonrncoocnv --- ti \ 6 0 IE, 395 DOOR �i ` f` - ----- -- - - �' APN % 3 - ,' ril � ,� 1 CB �; _< FG-401.20 FG: 4V ;�✓�� f�l�' p,0 � ..•.•.-.•.•.•.:.•.._. i ' r !,, f` ;,, ./ FG: 4 1.85 0 I EB Q I RIM: 397.45� Rb f r,; f RD RD' O + rn RD ° -RD ° SE •A STA: 12 .87, 42.94 RT I 6, _ rn . o :? a i. 163 LF 6" @ 0.51% FG 01.98 FL: 405.70 - - FL: 401. -f- DOOR •' FL 9 = U E I _ • 401 5 o - FL: 401.65 `-FL:401.45 X" ti1!•••'•••••••'• S ST •T l I tip., C�Q`Z < ° f Mk33�< A l ST Na - - - o 1 t< FL:441.49 / SDMH2 / + SDMn4 °� CB 18 ` -� `` I 4 C�S� �L:402.18 _ _-r -- ---.�_ a 1 \ h �' - O 0 FL: 401.68 FG: 12.10- I �O @ cB#3 I I i BUILDING 'A' QX.:.:: O .... \ h l < F F=402.78 / • e l EXISTING B' RIM: 401.19 / \ s I �'° I f ° Y STA: 21 +91.17, 174.61 LT • e ` \ R MA00 14 f 12" INV IN (it}: .80 IE: 397.71 12" (S) I J 12" INV OU (S 94.84 IE: 397.71 12" (N) I` f / 12" INV IN (N) 3 4.84 (NEW) D�`L .I <° 1 X 28 FG ; 402.70 / O / S%ORM VAUL FG: 02.32 i - �` ❑ CB16 11 X Ix, C I 28 ° 1 1 _ 1 j / STORM VAULT :::' i / W \ -�Ej 208% AI I I 1 91 LF 12" @ i i i l fo 0 J EB EB / T t r< C 7 / 9 4\ X FL: 4�1.88 I I ; 1 \ S l 402I FL:401.77 f 1 / ` ! FL:401.89 FL: 402.02 Ev FL: 0 .61 I DOOR } I \ FG=402.70 FG:406.00 \� I \ ' .A• A, ° a ' l I I FL: 403.14 FL: a - a0 I �p 4 A FL 4G1.65 -% FL: FL: 402.63 402.65 FL: 402.63 -..-_...___ _ _ \ SDI H5 0 .51 �\ \ \ CB #2 I RIM:401.16 I 41 / / STA: 21 +92.98, 83.42 LT I ,°4GRAD I CB 15 / IE: 399.61 12" (N) I /i -�`-- --- E B -CB #1 1.4% -- ' -_ ' EXISTING M'HSS/ ' IE: 399.61 12" (E) i �- - - -• RIM: 402.20 ` k 1 I / STA: 22+51:99 84 38 LT RIM: 4J6\47- / /5� LF 12 @ 1.00% FG: 402.72 8" AV IN (s): 386.62 \ _ - - ---- - - - INV OUT (N). 386.57 � , ; ,..�89 I • FL: 402.91 O ,• =_= = j LADDER EAST o �' / FL: 402.79 1601' i •A ,� EB EB EB EB .-, EB I A• /- - - - FG: 404.41 • . FG: 403.31 ME r LCB 1 Aa W . a! , • ..\=404:20± ` FC��40.3pt. ' • ` .� �f �t-ri.. w' I. N a 1.9 .. ,�Q •+ YV 4 d \ 3 T Nc ST L / ST ST ST ST cc ST ST CB Z K-11CB13 �SDMH6 // � / W W_ 7 - / SVV 356 -I" ST ��`� 3 SDMH7 t - -_-� W I 22+00 23+ 0 / / W LEGEND ASPHALT PAVEMENT - STANDARD DUTY A C-400 CEMENT CONCRETE WALK LANDSCAPING EC EXTRUDED CURB C-501 CG CURB AND GUTTER C C-501 CHAINLINK FENCE - REFER TO LANDSCAPE x-x-x ARCHITECTURE DRAWINGS PROPERTY/RIGHT-OF-WAY LINE CENTERLINE BUILDING OUTLINE KEY NOTES O ROCK PROTECTION, SEE DETAIL H C-501 OSTORMWATER POND SIGN, SEE DETAIL O3 ROOF DRAIN, SEE NOTE BELOW OPROVIDE POSITIVE DRAINAGE AWAY FROM BUILDING ROOF DRAIN NOTES THE ROOF DRAIN LAYOUT SHOWN IS AN ESTIMATE ON THE OPTIMAL LAYOUT. THE CONTRACTOR SHALL VERIFY THE ROUTE IN THE FIELD. THE ROOF DRAINS SHALL BE TIGHTLINED TO 4" PVC DRAIN PIPE WITH A MINIMUM SLOPE OF 2%. CONSTRUCTED WETLAND REQUIREMENTS 1. THIS STORMWATER POND IS A COMBINED DETENTION AND STORMWATER WETLAND. REFER TO SEPARATE LANDSCAPE PLANS FOR PROPOSED PLANTINGS. 2. THE STORMWATER WETLAND CELL SHALL BE PROVIDED WITH A MINIMUM OF 12" TOPSOIL AND 3" MULCH. EARTHWORK QUANTITIES CUT = 2,850 CUBIC YARDS FILL = 530 CUBIC YARDS NET = 2,320 CUBIC YARDS (EXPORT) NOTES: 1. THE ABOVE QUANTITIES ARE ESTIMATES ONLY INTENDED FOR THE PERMITTING PROCESS. DO NOT USE FOR BID PURPOSES. THE QUANTITIES DO NOT HAVE STRIPPING, COMPACTION, OR CUT OR FILL ADJUSTMENT FACTORS APPLIED TO THEM, NOR DO THEY ACCOUNT FOR PAVEMENT, SIDEWALK OR BUILDING SECTIONS. GRAPHIC SCALE 0 10 20 40 1" = 20 FEET M O W Vo �8 N M a N 0 t� ¢ x Z V a o" n N W Z `N _j < A/ r Y M N NFN� O W w Z h N '-1 N c 0 >� a 1= fa c U 0 J E^` W ^fu 0 N i _0 0 � to Jc■ . 4- L. O z t o a` UI U maw QO00 V O O C O Z o¢oawLLw i ow��oQ8 C w Z p 4 P� Uf--OW2Z ^Yo<�z- c w a o ��3�w�H nw 5�p__� Z M ~ W ro O O waQa�¢� =Yz�o No ; F�=¢�a 0 Lu C) .4. 0 E 6 0 (1) ^o � r or\ "i N a) Q a) t--•I LAKEHAVEN UTILITY DISTRICT Water Plan Fj Sewer Plan Dated APPROVED FOR CONSTRUCTION SUBJECT TO CHANGES NOTED The District's review is not a check of any dimensions or quantities and will not relieve and dimension or quantities and will not relieve the developer from responsibility for errors of any sort. No charges shall be made in the plans except by the consent of the District. General Manager / District Engineer Date Operations Date This construction plan will expire one year from plan approval date, if construction has not commenced. G O z U A U z Q '.'-' (D a z� 0 0 0 C m `a a� m o rn 0 C) v O z as ' Uz= 0 SEAL JOINT PAVEMENT RESTORATION MINIMUM 3- HMA CL j- LIMITS, 1' BACK FROM PG 64-22 (COMPACTED DEPTH) EXISTING ACP EDGE OF TRENCH - • MATCH EXISTING i r �_ • • • • • • r_ • • • •_ r, �/ EXISTING BASE NATIVE C' ACP TRENCH RESTORATION • - TRENCH 1.2 PAVEMENT RESTORATION MATCH EXISTING DEPTH SEAL JOINT LIMITS, 1' BACK FROM PCCP PAVEMENT IS TO EDGE OF TRENCH EXCEPT BE CONSTRUCTED PER EXISTING ACP IF WITH 3' OF JOINT THEN WSDOT STANDARD 5-05 USE 1" EPDXY COATED REPLACE TO JOINT 15' MIN. SMOOTH DOWEL BAR 3' MIN. WIDTH d . •e. ... '. '°• -,• ° a e _____ =_=_= = ___ _______ - =� .25MIN. EXISTING BASE ' 0.5' BAR NATIVE SUBBASE LENGTH PCCP TRENCH 5/8" MINUS BACKFILL RESTORATION FOR TRENCH 1,2 MATCH EXISTING ACP PAVEMENT RESTORATION COMPACTED DEPTH LIMITS, 1' BACK FROM WITH HMA h", PG 64,-22 SEAL JOINT EDGE OF TRENCH EXCEPT MATCH EXISTING DEPTH EXISTING ACP IF WITH 3' OF JOINT THEN PCCP PAVEMENT IS TO REPLACE TO JOINT BE CONSTRUCTED PER USE 1" EPDXY COATED 3' MIN. WIDTH WSDOT STANDARD 5-05 SMOOTH DOWEL BAR 15' MIN. a. 4. e e a b _ __= = _ =_= == �=� - = ___ ==_= .25' MIN. EXISTING BASE ' 0.5' BAR NATIVE SUBBASE LENGTH 5/8" MINUS BACKFILL ACP OVER P C C P FOR TRENCH 1,2 TRENCH RESTORATION NOTES: 1) FOR TRENCHES LESS THAN 18" WIDE, USE 100% CDF FOR TRENCH BACKFILL. 2) FOR TRENCHES GREATER THAN 18" WIDE, ALL BACKFILL IN RIGHT-OF-WAY SHALL BE MIN. %" CSTC. JULY 2014 E,4�O PUBLIC TRENCH RESTORATION DWG. NO. a a C' 9 My WORKS 3-28 400 395 390 TRENCH RESTORATION A NOT TO SCALE EXISTING GRADE 400 400 NEW BUILDING 395 -- 395 MAX WATER SURFACE BOTTOM OF I ELEV:396.92 WETLAND CELL PROPOSED ELEV_ . EXISTING ELEV. 390 390 U 04 . 0) 00 � ch NO coo SECTION A F NOT TO SCALE n r�•rn nrPll /�A T I(1 f,I TOP OF POND ELEV: 397.92 1' SEDIMENT STORAGE 1_.. PROPOSED ELEV. 1 EXISTING ELEV. 1 C14N � 00 I0) M M cM'� SECTION B G NOT TO SCALE NOTES: a 1. AN EXPANSION JOINT CONSISTING OF 3/8" PRE -MOLDED JOINT a . PLANTING STRIP.'.'.'.'.`.','.'.'.','. MATERIAL SHALL BE PLACED FULL DEPTH AROUND HYDRANTS, POLES, . . `+ ` • . • POSTS, AND UTILITY CASTINGS. SEE DETAIL AT RIGHT. M 10� 1 ` 2. AN EXPANSION JOINT CONSISTING OF 3/8" PRE -MOLDED JOINT 0 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 2Y2" 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 STRIP. ••••••••.•• 1/4" DEPTH "V" GROOVE ® MAX. 5' C-C 4. TOOL MARKS, CONSISTING OF 1/4-INCH 'V'-GROOVES SHALL BE ��SIDENALK MADE IN THE SIDEWALK AT 5 FOOT INTERVALS, INTERMEDIATE TO THEEXPANSION JOINTS. 1 FULL -DEPTH EXPANSION e•. ♦ :. JOINT, ONE FOOT I.... 5. AN EXPANSION JOINT CONSISTING OF 3/8" PRE -MOLDED JOINT • ' •. :..'.: .. AROUND VALVES, MATERIAL SHALL BE PLACED FULL -DEPTH BETWEEN THE CURB AND HYDRANTS, POLES, ETC. ADJACENT SIDEWALK. tURB NIP GUTTER'- I 6. EXPANSION JOINT MATERIAL SHALL CONFORM TO THE REQUIREMENTS SEE NOTE 1 OF ASTM D994 (AASHTO M33). EXPANSION JOINT I 7. MONOLITHIC POURS OF CURB AND SIDEWALK ARE NQI ALLOWED. �., _ A I A I 2' CST SECTION A -A 1 /4" 'V' / yQ SIDEWALK AND PLANTER STRIP BROOMED FINISH (TYP.) 3" WIDE, SMOOTH -TROWELED PERIMETER (TYP) CEMENT CONCRETE /- CURB AND GUTTER EXPANSION JOINT IN BOTH CURB AND SIDEWALK SEE NOTE 3. SIDEWALK ADJACENT TO CURB BROOMED FINISH (TYP.) 3" WIDE, SMOOTH TROWELED PERIMETER (TYP) CONCRETE CURB AND GUTTER SEE CITY STANDARD DETAIL DWG. 3-4 FULL -DEPTH EXPANSION JOINT BETWEEN SIDEWALK AND CURB AND GUTTER SEE NOTE 5. 1/4" 'V'-GROOVE EXPANSION JOINT IN BOTH CURB AND SIDEWALK SEE NOTE 3 REV FEB 2017 am°P PUBLIC SIDEWALK AND CURB JOINTS DWG. NO. ° �9My WORKS AND SIDEWALK FINISH 3-3 6 COMMERCLAL./MUL1 WIDTH - 30' 40' EXPANSION JOINT 4' CRUSHED SURFACING TOP COURSE (CSTC) REV. FEBRUARY 2014 SI?"ALK DETAIL B NOT RIGHT-OF-WAY LINE _. SIDEWALK S Is PLANTING STRIP, IF ANY. (SAq� S) SEE CURB DETAIL DRAWING 3-4 i SAWCUT LINE FOR NEW OR REPLACEMENT DRIVEWAYS IN W I r- RIGHT-OF-WAY LINE EXISTING CURB/GUTTER SECTIONS. IES MATCH WISDInD.IEWAIJ< VARIES I NOTES: 2% MAX 1. COMMERCIAL/INDUSTRIAL DRIVEWAYS WIDER THAN 40' MAY BE APPROVED BY THE ENGINEER CONSIDERING TRAFFIC :_ ,, *r,:;_t • " SAFETY AND NEEDS OF THE ACTIVITY SERVED. ALL COMMERCIAL/INDUSTRIAL DRIVEWAYS SHALL HAVE AN EXPANSION JOINT LOCATED MID -WIDTH. SEE KCRS SEC. 3.04. MATCH EXISTING DRIVEWAY GRADE 2. SEE SEC. 3.2.13 AND CURB DETAIL DRAWING 3-4. 3. CEMENT CONCRETE DRIVEWAY APPROACHES SHALL BE CONSTRUCTED WITH CEMENT CONCRETE DRIVEWAY 8' THICK* CEMENT CONCRETE CLASS 4000 WITH 47. TO 6% AIR ENTRAINMENT. 4. FULL DEPTH EXPANSION JOINT IF DRIVEWAY WIDTH IS 15' OR GREATER. 5. LENGTH OF RAMP SHALL VARY AS NEEDED TO MEET ADA SLOPE REQUIREMENTS. SECTION A -A * BASED ON TYPE OF EXPECTED VEHICLE USE WORKS COMMERCIAL CURB AND GUTTER SECTION DRIVEWAY DWG. NO. 3-6A COMMERCIAL DRIVEWAY SECTION V % NOT TO SCALE * UNLESS OTHERWISE 2' NOTED ON PLANS OUO�O000000 OUOU 400 00000000000 0000 + 00000000000 O O 00000000000 INLET/OUTFALLPIPE O O O O O�j UOo0o00000U00000 0 0 0 0 0 0 0 0 395 PLANEXISTING AND/OR / PROPOSED GROUND pUTF 390 OUO UO 00 I=TPIPE n n � 6" STREAMBED COBBLES 12" MIN. DEPTH (12"0 PIPE) PER WSDOT 9-03.11(2) JJJ RIP RAP PROTECTION H NOT TO SCALE TYPE 3 (HOT MIX ASPHALT) PORTION OF WSDOT STD. PLAN F10.42-00 EXTRUDEDC�U RB I NOT TO SCALE 0. 1 1 1/2"R /-(TYP) 2 3/4"R (TYP) /-3" R / (TYP) I4" 3(TYP) -� Y."(TYP) L - - - - - - - - - - - 19. OR 11%" SECTION ELEVATION ISOMETRIC TYPE 'C' BLOCK TRAFFIC CURB * TO CONFORM TO CROWN SLOPE OR 0.02 FT./FT. MOUNTABLE CEMENT CONCRETE CURB 6" EXPANSION JOINT 5' 10 y- * 0.02 FT./Ff. 0.05 FT./Fr.2 ^� • �'• '. � �,'' •..+•- .•. I CEMENT CONCRETE • < �.� .,;.. . �.• SIDEWALK 2" CRUSHED SURFACING 1'-6" TOP COURSE (CSTC) * NOTE: TOP OF UP AT DRIVEWAYS. NEW CEMENT CONCRETE CURB & GUTTER 5 1/2" R - 1/2" NOTES: c !6 :. 1. SEE DWG. 3-3 FOR JOINT REQUIREMENTS. PAVEMENT \ 2. ROLL GUTTER TO MATCH POSITIVE SUPERELEVATION. ` 3. TO BE USED ONLY AS APPROVED BY THE PUSUC WORKS DEPT. TOP OF CURB AT APPROACH .1; r. 7 3/4" CEMENT CONCRETE BARRIER CURB REV: FEB 2011 CN74° PUBLIC DWG. NO. WORKS CURB DETAILS 3-4 y s• ao. s• h 6Y 1 13 BAR HOOP 5 S• 30• S. 1\2' ` `• 2 /3 BAR HOOPS CURB DETAIL C NOT TO SCALE FRAME AND GRATE 6" RISER SECTION 12' RISER SECTION Z0 I I #3 BAR EACH CORNER I N \ I PRECAST BASE SECTION / I I TH / I RE AT THE TOP /3 BAR EACH SIDE E I / #3 BAR EACH WAY NOTES: 1. CATCH BASINS SHALL BE CONSTRUCTED IN ACCORDANCE WITH ASTM C478 (AASHTO M 199) & C890 UNLESS OTHERWISE SHOWN ON PLANS OR NOTED IN THE WSDOT/APWA STANDARD SPECIFICATIONS. 2. AS AN ACCEPTABLE ALTERNATIVE TO REBAR, WELDED WIRE FABRIC HAVING A MIN. AREA OF 0.12 SQUARE INCHES PER FOOT MAY BE USED. WELDED WIRE FABRIC SHALL COMPLY TO ASTM A497 (AASHTO M 221). WIRE FABRIC SHALL NOT BE PLACED IN KNOCKOUTS. 3. ALL REINFORCED CAST -IN -PLACE CONCRETE SHALL BE CLASS 4000. 4. PRECAST BASES SHALL BE FURNISHED WITH CUTOUTS OR KNOCKOUTS, KNOCKOUTS SHALL HAVE A WALL THICKNESS OF 2' MIN. ALL PIPE SHALL BE INSTALLED IN FACTORY PROVIDED KNOCKOUTS. UNUSED KNOCKOUTS NEED NOT BE GROUTED IF WALL IS LEFT INTACT. 5. KNOCKOUT OR CUTOUT HOLE SIZE IS EQUAL TO PIPE OUTER DIAM. PLUS CATCH BASIN WALL THICKNESS. 6. ROUND KNOCKOUTS MAY BE ON ALL 4 SIDES, WITH MAX. DIAM. OF 20". KNOCKOUTS MAY BE EITHER ROUND OR "D" SHAPE. 7. THE MAX. DEPTH FROM THE FINISHED GRADE TO THE PIPE INVERT IS 5'-0". 8. THE TAPER ON THE SIDES OF THE PRECAST BASE SECTION AND RISER SECTION SHALL NOT EXCEED 1/2'/FT. 9. CATCH BASIN FRAME AND GRATE SHALL BE IN ACCORDANCE WITH STANDARD SPECIFICATIONS AND MEET THE STRENGTH REQUIREMENTS OF FEDERAL SPECIFICATION RR-F-621D. MATING SURFACES SHALL BE FINISHED TO ASSURE NON -ROCKING FIT WITH ANY COVER POSITION. 10. FRAME AND GRATE MAY BE INSTALLED WITH FLANGE DOWN OR CAST INTO RISER. 11. EDGE OF RISER OR BRICK SHALL NOT BE MORE THAN 2" FROM VERTICAL EDGE OF CATCH BASIN WALL. JULY 2014 PUBLIC o o o WORKS CATCH BASIN TYPE 1 D 4-1 CATCH BASIN TYPE 1 NOT TO SCALE M o rn � v0 �NO� Ce o-'N2 Q -1 0 rv-z N W ,, 1' 2 0 N 0c, M v� �" oL M W z F- N a� c 0 a I W 0 E ra 0) z f c L � O V / � a.J n � � W � -J • V � _o = a nn ,, Vr/ � i L. O N z t a 0 c41 2 N 0) a U U V D Z a w Co oz WIl CID %0 a¢°-zo 1L0 �� QpjpN OO O z Ja�O r w 3 1��" Z 0 vwoQ�o a Nmoww z Q 4 mQz�oz� z as Q.a� 0 z Doryz-4z"s U � W 0 -N O W00 C)y _ 1-4 ° a, O Z � N 0 n OP0 0 0 41 a V) F-I LAKEHAVEN UTILITY DISTRICT Water Plan Sewer Plan Dated APPROVED FOR CONSTRUCTION SUBJECT TO CHANGES NOTED The District's review is not a check of any dimensions or quantities and will not relieve and dimension or quantities and will not relieve the developer from responsibility for errors of any sort. No charges shall be made in the plans except by the consent of the District. General Manager / District Engineer Date Aerations Date This construction plan will expire one year from plan approval date, if construction has not commenced. r z Y (3) U (� //'�� V) U LU V) J OQm z �a W c G 0 role �m ai I- C c a (n � v N s Ln 0 0 L 0 o z 0 0 V)i RISER OVERFLOW ELEV.=396.92 BOLT BAFFLE TO RISER WITH 1/2" DIA. SST BOLTS (4 PLACES) NOTCHED WEIR, SEE NOTCHED DETAIL LEFT RECTANGULAR WEIR CUT IN RISER WIDTH=16" 18"0 BAFFLE RISER ELEV. = 396.92 12" MIN.1 NOTCHED RECTANGULAR WEIR CUT IN RISER ELEV=395.42 12" RISER 18" O BAFFLE N 0 0 U J DO Z NOTCHED WEIR Q 2 W 0 0 in 12" 0 OUTLET AIN. PLAN RESTRICTOR PLATE W/ ORIFICE ORIFICE = 0.9" 0 ELEV. = 392.42 ' �-- BIRDCAGE GRATE NOTES: SEE DETAIL E 1. PIPE SIZES AND SLOPES: PER PLANS. C-502 2. OUTLET CAPACITY: NOT LESS THAN ELEV. 396.92 COMBINED INLETS. 3. EXCEPT AS SHOWN OR NOTED, UNITS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE REQUIREMENTS FOR CATCH BASIN TYPE 2, 54" MINIMUM DIAMETER. PREFABRICATED LADDER PER DETAIL 4. PIPE SUPPORTS AND C RESTRICTOR/SEPARATOR SHALL BE C-502 OF SAME MATERIAL, AND BE ANCHORED AT T MAX. SPACING BY 5/8" DIAMETER STAINLESS STEEL CLEANOUT GATE, SEE EXPANSION BOLTS OR EMBEDDED 2" SHEAR GATE DETAIL IN WALL. B 5. THE RESTRICTOR/SEPARATOR SHALL C-502 BE FABRICATED FROM .060" ALUMINUM, OR .064" ALUMINIZED STEEL, OR .064" GALVANIZED STEEL PIPE; IN ACCORDANCE WITH AASHTO © 12"0 INLET M 36, M 196, M 197 AND M 274. GALVANIZED STEEL SHALL HAVE TREATMENT 1. II®95.39 6. OUTLET SHALL BE CONNECTED TO CULVERT OR SEWER PIPE WITH A ® STANDARD COUPLING BAND FOR CORRUGATED METAL PIPE, OR GROUTED INTO THE BELL OF Z CONCRETE PIPE. 7. THE VERTICAL RISER STEM OF THE `V RESTRICTOR/SEPARATOR SHALL BE THE SAME DIAMETER AS THE HORIZONTAL OUTLET PIPE, WITH AN 12" MINIMUM DIAMETER. 8. FRAME AND LADDER OR STEPS OFFSET SO THAT: A. CLEANOUT GATE IS VISIBLE FROM TOP. B. CLIMB DOWN SPACE IS CLEAR z OF RISER AND CLEANOUT GATE. N C. FRAME IS CLEAR OF CURB. 9. IF METAL OUTLET PIPE CONNECTS TO CEMENT CONCRETE PIPE: (� 54" `� CATCH BASIN, OUTLET PIPE TO HAVE SMOOTH O.D. f 1 54 TYPE 2 EQUAL TO CONCRETE PIPE I.D. LESS 1 /4". CB#29 POND CONTROL STRUCTURE ORFICE & NOTCHED WEIR CONTROL STRUCTURE SCALE: H:1 "=25', V:1 "=1' CATCH BASIN FRAME AND VANED GRATE OR MANHOLE RING AND COVER RECTANGULAR ADJUSTMENT SECTION OR CIRCULAR ADJUSTMENT SECTION FLAT SLAB TOP MORTAR (TYP.) �- REINFORCING STEEL (TYP.) 12" GRAVEL BACKFILL FOR PIPE ZONE BEDDING o � SEPARATE BASE INTEGRAL BASE PRECAST PRECAST WITH RISER (48" - 72" ONLY) CATCH BASIN TYPE 2 NOT TO SCALE SIX EVENLY SPACED HOLES ON 10 3/8" BOLT CIRCLE FOR BOLTING TO FLANGE CONNECTION NOTES: HANDLE WITH LOCK PIN ADJUSTABLE LOCK HOOK WITH LOCK SCREW 1" ROD OR TUBING, VARIABLE LENGTH LIFT HANDLE IF 0 O SIDE LIFT HANDLE SHALL BE ATTACHED PER MANUFACTURER'S RECOMMENDATIONS �J UJ O SEE NOTE 5 O\ /O O MAXIMUM OPENING OF GATE 1. SHEAR GATE SHALL BE ALUMINUM ALLOY PER ASTM B-26-ZG-32a OR CAST IRON ASTM A48 CLASS 30B AS REQUIRED. 2. GATE SHALL BE 8" DIAM. UNLESS OTHERWISE SPECIFIED. 3. GATE SHALL BE JOINED TO TEE SECTION BY BOLTING (THROUGH FLANGE), WELDING, OR OTHER SECURE MEANS. 4. LIFT ROD: AS SPECIFIED BY MFR. WITH HANDLE EXTENDING TO WITHIN ONE FOOT OF COVER AND ADJUSTABLE HOOK LOCK FASTENED TO FRAME OR UPPER HANDHOLD. 5. GATE SHALL NOT OPEN BEYOND THE CLEAR OPENING BY LIMITED HINGE MOVEMENT, STOP TAB, OR SOME OTHER DEVICE. 6. NEOPRENE RUBBER GASKET REQUIRED BETWEEN RISER MOUNTING FLANGE AND GATE FLANGE. 7. MATING SURFACES OF LID AND BODY TO BE MACHINED FOR PROPER FIT. 8. FLANGE MOUNTING BOLTS SHALL BE 3/8" DIAM. STAINLESS STEEL. 9. ALTERNATE CLEANOUT/SHEAR GATES TO THE DESIGN SHOWN ARE ACCEPTABLE, IF MATERIAL SPECIFICATIONS ARE MET AND FLANGE BOLT PATTERN MATCHES. ALTERNATE SHALL BE REVIEWED AND APPROVED BY ENGINEER. SHEAR GATE B NOT TO SCALE NOTES 1. No steps are required when height is 4' or less. 2. The bottom of the precast catch basin may be sloped to facilitate cleaning. 3. The rectangular frame and grate may be installed with the flange up or down. The frame may be cast into the adjustment section. 4. Knockouts shall have a wall thickness of 2" minimum to 2.5" maximum. Provide a 1.5" minimum gap between the knockout wall and the outside of the pipe. After the pipe is installed, fill the gap with joint mortar in accordance with Standard Specification 9-04.3. CATCH BASIN DIMENSIONS CATCH BASIN DIAMETER MIN. WALL THICKNESS MIN. BASE THICKNESS MAXIMUM KNOCKOUT SIZE MINIMUM DISTANCE BETWEEN KNOCKOUTS 48" 4" 6" 36" 8" 54" 4.5" 8" 42" 8" 60" 5" 8" 48" 8" 72" 6" 8" 60" 12" 84" 8" 12" 72" 12" 96" 8" 12" 84" 12" 120" 10" 12" 96" 12" 144" 12H 12" 108" 12" PIPE ALLOWANCES CATCH BASIN DIAMETER PIPE MATERIAL WITH MAXIMUM INSIDE DIAMETER CONCRETE ALL METAL CPSSP O SOLID WALL PVC O PROFILE WALL PVC 48" 24" 30" 24" 30" 30" 54" 30" 36" 30" 36" 36" 60" 36" 42" 36" 42" 42" 72" 42" 54" 42" 48" 48" 84" 54" 60" 54" 48" 48" 96" 60" 72" 60" 48" 48" 120" 66" 84" 60" 48" 48" 144" 1 78" 1 96" 1 60" 1 48" 1 48" Corrugated Polyethylene Storm Sewer Pipe (Standard Specification 9-05.20) (Standard Specification 9-05.12(1)) (3 (Standard Specification 9-05.12(2)) Qq jz�Qa �0111 o 44535lf l'GISTg��G��3 j0NAL E s CATCH BASIN TYPE 2 STANDARD PLAN B-10.20-01 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION Pasco Bakofich Ill 02-07-92 AtAlk STATE DESIGN ENGINEER DATE Washing1w State Department of Transportation T70- NOTES: 90TTOMeARs O 6" CENTERS 1. PROPRIETARY CATCH BASIN HANDHOLDS AND STEPS ARE eOrTOM FACE OUCH ACCEPTABLE, PROVIDED THAT THEY CONFORM TO SEC. R, 1" MIN. COVER ASTM C478, AASHTO M-199 AND MEET ALL WISHA REQUIREMENTS. 2' CU; TYP' I . `) 2. CATCH BASIN STEP/HANDHOLD LEGS SHALL BE PARALLEL OR J- APPROXIMATELY RADIAL AT THE OPTION OF THE MANUFACTURER, EXCEPT THAT ALL STEPS IN ANY CATCH BASIN SHALL BE SIMILAR. PENETRATION OF OUTER WALL BY A LEG IS PROHIBITED. _3. HANDHOLDS AND STEPS SHALL HAVE "DROP" RUNGS AS SHOWN i ON DETAIL OR PROTUBERANCES TO PREVENT SIDEWAYS SUP. It I 4a Se 6O• TOP Sue i `� i ` I � 4. SLAB OPENING MAY BE 24" X 20' OR 24" DIAM. 5. AS AN ACCEPTABLE ALTERNATIVE TO REBAR, WELDED WIRE FABRIC HAVING A MIN. AREA OF 0.12 SQUARE INCHES PER FOOT MAY BE USED. WELDED WIRE FABRIC SHAD. COMPLY TO ASTM A497. 99T�BARS O 8' CENTERS WrrH 1' MIN, FCOVER 6. LADDERS OR STEPS SHALL EXTEND TO WITHIN 16" OF BOTTOM OF CATCH BASIN. TYPICAL ORIENTATION 7. HANGING LADDERS SHALL BE PERMANENTLY FASTENED AT TOP BY FOR ACCESS AND STEPSHANGING ON STEP OR BY BOLTING OR EMBEDDING IN CONCRETE. EACH SHALL BE EMBEDDED AT BOTTOM IN BASE. 8. ADDITIONAL SAFETY FEATURES MAY BE REQUIRED IN VERY DEEP 11 1 2` MIN. I OR UNUSUAL STRUCTURES. I I FE MI 11 I I \Z m� 11 11 N I I I I HANDii41�Q n II R-3/4' 72" TOP"SLAB • CATCH BASIN STEP *ALL STEPS & RUNGS $8 GALV. DEFORMED REBAR OR COPOLYMER PROPYLENE. 11 N 12' MIN. ? u u ELEVAnON PLANCUR ~ AI V. CATLBASIN STEPMDOTH STEEL BOTTOM FACE7 CENTERS 24" WITH L_ I I- 1 11 3/4" 1" MIN. COVER `r I- _ J 1 • CLEARANCE # 3 REI34 a) PREFABRICATED UDDER ( 86" TOP SLAB JULY 2014 cmw ° WORKS MISC. TYPE 2 CATCH BASIN DETAILS D 4 4 0. UPPER BAND LOWER BAND MISC. TYPE 2 CATCH BASIN DETAILS NOT TO SCALE 3/4" DIAM. SMOOTH ROUND BARS EQUALLY SPACED. BARS SHALL BE WELDED TO UPPER k LOWER BANDS. 3/4' DWM. SMOOTH ROUND BARS EQUALLY SPACED (4. O.C. MAX.) 4' "NOTE BARS OMITTED ON DRAWING 1 N7-10 ELEVATION OB INNER DIAM. 46" W. 54" 65' 60" 72' 72• 86" 96" 114• SAND 4" DLU1. BAR 1/2• PLATE 3/4' BAR -'1 DRILL HOLES FOR LOCK LOWER BAND 1/2' ENTRY GATE DETAIL NOTES: 1. ALL STEEL IN PLATES, BARS AND BANDS SHALL CONFORM TO THE REQUIREMENTS OF ASTM A36. 2. DEBRIS CAGE SHALL BE HOT -DIP GALVANIZED IN ACCORDANCE WITH ASTM A123 (AASHTO M111). 3. PADLOCKS REQUIRED ON CITY OF FEDERAL WAY FACILITIES J=LY �Cn' ° OW" Wop ORKS D DEBRIS CAGE 4-16 DEBRIS CAGE - E NOT TO SCALE M 00 01 �� <co o U N M IN0, 0 " o W Z, .a MO'O �M H N CM J W z Ln N o a W E z N .1 ' 4.1 F_ 11 1 O 4- J � W W E� (U O'' O 91 tij z ~ a a U U U 0 Z a W YwieZ- 3zM-"a OD CO O� w0 O oz <Poo-�� A91 owwoa�o y��0 r� z O Z O- O O v aX � z �z UI VA oa�¢5 Ew" d o z- o '� W zno�-Nwa `a�y' �� N Nmo wow Q 4 mQZ� z� U Z Z O O N ��Z¢ZKwi =�Fwa�a ¢w U � W O CD y� E o z M CD OP o U O N 0 a1 Q 41 V) V O) �I 7 H LAKEHAVEN UTILITY DISTRICT Water Plan Sewer Plan Dated APPROVED FOR CONSTRUCTION SUBJECT TO CHANGES NOTED The District's review is not a check of any dimensions or quantities and will not relieve and dimension or quantities and will not relieve the developer from responsibility for errors of any sort. No charges shall be made in the plans except by the consent of the District. General Manager District Engineer Date Operations Date This construction plan will expire one year from plan approval date, if construction has not commenced. W � U V � z 5 U z 0 m U Per iv W N m = a Q0 V) N a) Ln CDs un d- 0 z a) U s= 1. STRUCTURAL NOTES 1.1. ANY DISCREPANCY FOUND AMONG THE DRAWINGS, SPECIFICATIONS, THESE NOTES, AND THE SITE CONDITIONS SHALL BE REPORTED TO THE ARCHITECT AND THE STRUCTURAL ENGINEER, WHO SHALL CORRECT SUCH DISCREPANCY IN WRITING. ANY WORK DONE BY THE CONTRACTOR AFTER DISCOVERY OF SUCH DISCREPANCY SHALL BE DONE AT THE CONTRACTOR'S RISK. THE CON- TRACTOR SHALL VERIFY AND COORDINATE THE DIMENSIONS AMONG ALL DRAWINGS PRIOR TO PROCEEDING WITH ANY WORK OR FABRICATION. THE CONTRACTOR IS RESPONSIBLE FOR ALL ERECTION BRACING, FORMWORK AND TEMPORARY CONSTRUCTION SHORING. 1.2. BY THE ACT OF SUBMITTING A BID FOR THE PROPOSED CONTRACT, THE CON- TRACTOR WARRANTS THAT; 1.2.1. CONTRACTOR AND ALL SUBCONTRACTORS ACKNOWLEDGE THAT CLOSE COORDINATION BETWEEN DISCIPLINES INCLUDED WITHIN THE CONTRACT DOCUMENTS IS NECESSARY. 1.2.2. THE CONTRACTOR ACKNOWLEDGES THAT TEMPORARY SHORING AND/OR BRACING MAY BE REQUIRED TO COMPLETE THE PROJECT, DESIGN AND IMPLEMENTATION OF TEMPORARY SHORING AND/OR BRACING DURING CONSTRUCTION IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 1.2.3. THE CONTRACTOR SHALL NOT SCALE THE ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR LOCATIONS OF ELEMENTS NOTED ABOVE. 1.2.4. ELECTRONIC COPIES OF THE STRUCTURAL DRAWINGS (PDF'S, CAD DRAWINGS OR BIM MODELS) MAY BE PROVIDED TO THE CONTRACTOR FOR THEIR USE, THESE FILES MAY BE PROVIDED AT THE REQUEST OF THE CONTRACTOR FOR THEIR CONVENIENCE ONLY. THE CON- TRACTOR AGREES THAT THESE FILES SHALL NOT SUPERSEDE INFOR- MATION SHOWN ON THE ORIGINAL BID/ CONSTRUCTION DOCUMENTS. THE CONTRACTOR AGREES TO HOLD THE STRUCTURAL ENGINEER HARMLESS FOR ANY ERRORS OR DISCREPANCIES CONTAINED WITHIN THESE ELECTRONIC FILES. 1.2.5. THE BID FIGURE IS BASED SOLELY UPON THE CONSTRUCTION CON- TRACT DOCUMENTS AND PROPERLY ISSUED WRITTEN OR VERBAL REPRESENTATIONS. 1.4. CODES 1.4.1. ALL METHODS, MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE 2015 INTERNATIONAL BUILDING CODE (IBC) AS AMENDED AND ADOPTED BY THE LOCAL BUILDING AUTHORITY. 1.42 ALL REFERENCES TO OTHER CODES, STANDARDS AND SPECIFICA- TIONS, (ACI, ASTM, ETC.), SHALL BE FOR THE EDITION CURRENTLY REFERENCED BY IBC AS AMENDED AND ADOPTED BY THE LOCAL BUILDING AUTHORITY. 1.5. DESIGN CRITERIA 1.5.2. UNIFORM LOADS: LOCATION LIVE LOAD DEAD LOAD ROOF 25 PSF (SNOW*) ACTUAL STAIRS AND EXITS 100 PSF ACTUAL STORAGE 125 PSF ACTUAL SLAB ON GRADE 125 PSF ACTUAL (STRUCTURAL) HANDRAILS AND 50 PLF GUARDS OR 200# CONCENTRATED LOAD THIS IS NOT A GROUND SNOW LOAD 1.5.3, SNOW LOADS PER IBC SECTION 1608 AND CHAPTER 7 OF ASCE 7: GROUND SNOW LOAD (P9): 25.0 PSF FLAT ROOF SNOW LOAD (P,): 25.0 PSF SNOW EXPOSURE FACTOR (C,): 1.0 SNOW IMPORTANCE FACTOR (IS): 1.0 THERMAL FACTOR (C,): 1.0 1.5.4. WIND LOADS (PER IBC SECTION 1609 AND ASCE 7 CHAPTERS 26 THRU 30): ULTIMATE DESIGN WIND SPEED (V"„): 110 MPH RISK CATEGORY 11 WIND EXPOSURE: B TOPOGRAPHIC FACTOR (Kz,) 1.0 1.5.5. SEISMIC LOADS (PER IBC SECTION 1613 AND ASCE 7 CHAPTERS 11 THRU 13): RISK CATEGORY: 11 SEISMIC IMPORTANCE FACTOR (Ile): 1.0 S5: 1.291 Si: 0.498 SITE CLASS: C SDS: 0.860 So,; 0.432 SEISMIC DESIGN CATEGORY: D 1.6. SHOP DRAWINGS 1.6.1, SUBMIT SHOP DRAWINGS TO THE ARCHITECT/ENGINEER FOR THE FOLLOWING: A. CONCRETE MIX DESIGN SUBMITTALS B. REINFORCING STEEL 1.7. MISCELLANEOUS 1.7.1. VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD. 1.7.2. CONSTRUCTION DETAILS NOT SPECIFICALLY SHOWN ON THE DRAW- INGS SHALL FOLLOW SIMILAR DETAILS OF SECTIONS OF THIS PRO- JECT AS APPROVED BY THE ARCHITECT/ ENGINEER. 1.7.3. THE STRUCTURE HAS BEEN DESIGNED TO RESIST CODE REQUIRED VERTICAL AND LATERAL FORCES AFTER THE CONSTRUCTION OF ALL STRUCTURAL ELEMENTS HAS BEEN COMPLETED. STABILITY OF THE STRUCTURE PRIOR TO COMPLETION IS THE SOLE RESPONSIBILITY OF THE GENERAL CONTRACTOR. THIS RESPONSIBILITY INCLUDES BUT IS NOT LIMITED TO JOB SITE SAFETY: ERECTION MEANS, METHODS, AND SEQUENCES; TEMPORARY SHORING, FORMWORK, AND BRACING; USE OF EQUIPMENT AND CONSTRUCTION PROCEDURES. 2. SITE PREPARATION/SOIL REMEDIATION 2.1. SOIL DATA ALLOWABLE SOIL PRESSURE 2500 PSF. ALLOW 33-1/3% INCREASE FOR LOADS FROM WIND OR SEISMIC ORIGIN. SEE GEOTECHNICAL ENGINEERING REPORT BY GEORESOURCES, LLC DATED JUNE 23, 2008 WITH UPDATE MEMO DATED AUGUST 18, 2017. SEE GEOTECH REPORT FOR ALL SUBGRADE PREPARATION REQUIREMENTS AS WELL AS CAPILLARY BREAK AND VAPOR BARRIER RECOM- MENDATIONS. 2.2. EXCAVATION EXCAVATE TO DEPTH SHOWN AND TO FIRM UNDISTURBED MATERIAL. OVER - EXCAVATIONS SHALL BE BACKFILLED WITH LEAN CONCRETE (f,= 500-1200 PSI) OR STRUCTURAL FILL AT THE CONTRACTOR'S EXPENSE. EXERCISE EXTREME CARE DURING EXCAVATION TO AVOID DAMAGE TO BURIED LINES, TANKS, AND OTHER CONCEALED ITEMS. UPON DISCOVERY, DO NOT PROCEED WITH WORK UNTIL RECEIVING WRITTEN INSTRUCTIONS FROM THE ARCHITECT. A COMPE- TENT REPRESENTATIVE OF THE OWNER SHALL INSPECT ALL FOOTING EXCA- VATIONS FOR SUITABILITY OF BEARING SURFACES PRIOR TO PLACEMENT OF REINFORCING STEEL. PROVIDE DRAINAGE AS NECESSARY TO AVOID WATER - SOFTENED SUBGRADE. 2.3. FILL, BACKFILL AND COMPACTION BACKFILL AGAINST WALLS SHALL NOT BE PLACED UNTIL AFTER THE REMOVAL OF ALL MATERIAL SUBJECT TO ROT OR CORROSION. ALL FILL PLACED AGAINST RETAINING WALLS OR BASEMENT WALLS SHALL BE FREE DRAINING GRANULAR MATERIAL. STRUCTURAL FILL OTHER THAN PEA GRAVEL SHALL BE GRANULAR PLACED IN 6-INCH LIFTS AND COMPACTED TO AT LEAST 95% OF ITS MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D-1557 (MOD PROCTOR). PEA GRAVEL FILL SHALL HAVE A MAXIMUM PARTICLE SIZE OF 318" DIAMETER. 3. STRUCTURAL CONCRETE 3.1, GENERAL ALL CONCRETE SHALL BE HARD ROCK CONCRETE MEETING THE REQUIRE- MENTS OF ACI-301, "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS." PROPORTIONING OF INGREDIENTS FOR EACH CONCRETE MIX SHALL BE BY METHOD 2 OR THE ALTERNATE PROCEDURE GIVEN IN ACI-301. PLACE CONCRETE PER ACI-304 AND CONFORM TO ACI-604 (306) FOR WINTER CONCRETING AND ACI-605 (305) FOR HOT WEATHER CONCRETING. USE INTERI- OR MECHANICAL VIBRATORS WITH 7,0D0 RPM MINIMUM FREQUENCY. DO NOT OVER -VIBRATE. CONCRETE SHALL BE PLACED MONOLITHICALLY BETWEEN CONSTRUCTION OR CONTROL JOINTS. PROTECT ALL CONCRETE FROM PREM- ATURE DRYING, EXCESSIVE HOT OR COLD TEMPERATURE FOR SEVEN DAYS AFTER PLACING. 3.2. STRENGTH TWENTY-EIGHT DAY COMPRESSIVE STRENGTHS SHALL BE AS FOLLOWS: FOOTINGS 3000 PSI VERTICALLY FORMED WALLS 3000 PSI CONCRETE SUPPLIER TO PROVIDE TEST RECORDS PER SECTION 5.3 OF ACI 31 S. WHEN NO PRIOR EXPERIENCE OR TRIAL MIXTURE DATA ARE AVAILABLE, THE WATER/CEMENT RATIO FROM THE TABLE BELOW MAY BE USED, BUT ONLY WHEN SPECIAL PERMISSION IS GIVEN BY ENGINEER. MAXIMUM ABSOLUTE WATER/CEMENT RATIO BY WEIGHT FOR CONCRETE MIX- ES WITHOUT TEST RECORDS SHALL BE AS FOLLOWS: SPECIFIED NON -AIR AIR - COMPRESSIVE ENTRAINED ENTRAINED STRENGTH CONCRETE CONCRETE 3000 PSI 0.58 0,46 4000 PSI 0.44 0.35 3.3. MATERIALS 3.3.1. CEMENT: ASTM C150, TYPE I OR TYPE 11. ENGINEER'S APPROVAL IS NEEDED FOR USE OF TYPE III CEMENT. 3.3.2. COARSE AND FINE AGGREGATE: ASTM C33. 3.3.3. WATER SHALL BE CLEAN AND POTABLE. 3.3.4. FLYASH: ASTM C618 CLASS C (CLASS F SHALL BE ALLOWED IF PER- MITTED BY THE STRUCTURAL ENGINEER) 3.4. ADMIXTURES 3.4.1. WATER REDUCING ADMIXTURE: ASTM C494. ADMIXTURES SHALL BE USED IN EXACT ACCORDANCE WITH MANUFACTURER'S INSTRUC- TIONS, 3.4.2. WATER REDUCING ADMIXTURES SHALL BE USED AT ALL HEAVILY CONGESTED AREAS (I.E. CONCRETE BEAMS, COLUMNS AND WALLS WITH REINFORCING SPACING OF 4" OR LESS) 3.4.3. CONCRETE USING ADMIXTURES TO PRODUCE FLOWABLE CONCRETE MAY BE USED SUBJECT TO ENGINEER'S APPROVAL. 3.4.4. AIR ENTRAINMENT: ASTM C260 AND ASTM C494 ENTRAIN 5% PLUS/ MINUS 1.5% BY VOLUME IN ALL CONCRETE EXPOSED TO WEATHER. 3.4.5. NO OTHER ADMIXTURES PERMITTED UNLESS APPROVED BY THE EN- GINEER. 3.10. FORMWORKAND SHORING 3.10.1. FOLLOW RECOMMENDED PRACTICE FOR CONCRETE FORMWORK (ACI -347). 3.10.2. ALL SHORING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. FORMWORK SUPPORTS AND SHORING SHALL BE DESIGNED TO PRO- VIDE FINISHED CONCRETE SURFACES AT ALL FACES LEVEL, PLUMB AND TRUE TO THE DIMENSIONS AND ELEVATIONS SHOWN. TOLER- ANCES AND VARIATIONS SHALL BE AS SPECIFIED. 3.11. REINFORCING STEEL: 3.11.1. DETAIL, FABRICATE, AND PLACE PER ACI-315 AND ACI-318. SUPPORT REINFORCEMENT WITH APPROVED CHAIRS, SPACERS, OR TIES. 3.11.2. WELDED WIRE FABRIC: ASTM A-185 & ASTM A-82 Fy=65 KSI 3.11.3. EXCEPT AS NOTED SPECIFICALLY ON THE DRAWINGS, ALL CONCRETE REINFORCEMENT SHALL BE LAP -SPLICED AS FOLLOWS: #6 AND SMALLER 48 X BAR DIAMETER #7 AND LARGER 56 X BAR DIAMETER NO MORE THAN 50% HORIZONTAL OR VERTICAL BARS SHALL BE SPLICED AT ONE LOCATION 3.11.4. EXCEPT AS NOTED SPECIFICALLY ON THE DRAWINGS, PROVIDE COR- NER BARS TO MATCH QUANTITY AND DIAMETER OF HORIZONTAL RE- INFORCEMENT AND LAP WITH HORIZONTAL REINFORCEMENT AS FOL- LOWS: #6 AND SMALLER 48 X BAR DIAMETER #7 AND LARGER 56 X BAR DIAMETER THESE CORNER BARS SHALL BE PLACED AT ALL CORNERS AND INTERSECTIONS IN CONCRETE FOOTINGS AND WALLS. 3.11.5. LAP WELDED WIRE FABRIC 12" OR ONE SPACING PLUS 2", WHICHEVER IS MORE. 3.12. CONCRETE COVER ON REINFORCING SHALL BE AS FOLLOWS (UNLESS SHOWN OTHERWISE): BOTTOM OF FOOTINGS 3" FORMED EARTH FACE AND SLAB ON GRADE 2" WALLS, WEATHER FACE 1-112" WALLS, INSIDE FACE 1" 3.13. CONSTRUCTION AND CONTROL JOINTS 3.13.1. CONSTRUCTION JOINT SPACING IN WALLS SHALL NOT EXCEED 50' ON CENTER EXCEPT AS DIRECTED BY THE ARCHITECT/ENGINEER. 3.20. ADHESIVE EXPANSIVE WATERSTOPS ADHESIVE EXPANSIVE WATERSTOP SHALL BE VOLCLAY WATERSTOP-RX (AS MANUFACTURED BY CETCO), SWELLSTOP OR HYDROTIGHT (GREENSTREAK), OR APPROVED EQUIVALENT. INSTALL PER MANUFACTURER'S RECOMMENDA- TIONS. 11. STATEMENT OF SPECIAL INSPECTIONS IBC SI SO TITLE 1705.1.1 N/R N/R SPECIAL CASES (SEE FOLLOWING NOTES FOR EXTENT) 1705.2 N/R N/R STEEL CONSTRUCTION (SEE TABLES 15A, 15B, 15C, 15D, AND 15E) 1705.3 ✓ ✓ CONCRETE CONSTRUCTION (SEE TABLE 13) 1705.4 N/R N/R MASONRY CONSTRUCTION (SEE TABLES 14A, 14B, OR 14C) 1705.5 NIR N/R SITE BUILT WOOD CONSTRUCTION 1705.6 ✓ ✓ SOILS (SEE TABLE 12A) SI =SPECIAL INSPECTION SO =STRUCTURAL OBSERVATION ✓ =ITEM IS REQUIRED N/R =ITEM IS NOT REQUIRED SPECIAL INSPECTIONS INDICATED ARE FOR STRUCTURAL ELEMENTS ONLY. SEE ARCH, MECH AND ELEC DRAWINGS FOR ADDITIONAL SPECIAL INSPECTIONS. 11.1 INSPECTION/TESTING REQUIREMENTS: SEE DRAWINGS, SPECIFICATIONS, AND IBC SECTIONS 110, AND CHAPTER 17. 11.2 INSPECTIONS BY THE BUILDING OFFICIAL (IBC SECTION 110): 11.2.1 FOOTING AND FOUNDATION INSPECTIONS SHALL BE MADE AFTER EXCAVATIONS ARE COMPLETE AND ANY REQUIRED REINFORCING IS IN PLACE. ANY REQUIRED FORMS SHALL BE IN PLACE PRIOR TO INSPECTION. 11.2.2 CONCRETE SLAB AND UNDER FLOOR INSPECTIONS SHALL BE MADE AFTER ALL IN SLAB OR UNDER FLOOR REINFORCING, CONDUIT, PIPING AND OTHER ANCILLARY EQUIPMENT ITEMS AND ACCESSORIES ARE IN PLACE BUT PRIOR TO CONCRETE PLACEMENT OR FLOOR SHEATHING INSTALLATION. 11.2.3 FRAMING INSPECTIONS SHALL BE MADE AFTER ALL SHEATHING, FRAMING, BLOCKING AND BRACING ARE COMPLETE AND ALL PIPES, DUCTS, ELECTRICAL, PLUMBING, ETC., ARE INSTALLED AND APPROVED PRIOR TO COVER. 11.2.4 IN ADDITION TO THE INSPECTIONS SPECIFIED ABOVE, THE BUILDING OFFICIAL IS AUTHORIZED TO MAKE OR REQUIRE OTHER INSPECTIONS OF ANY CONSTRUCTION WORK TO ASCERTAIN COMPLIANCE WITH THE PROVISIONS OF THE IBC OR OTHER LAWS ENFORCED BY THE BUILDING OFFICIAL. 11.3 STRUCTURAL TESTS AND SPECIAL INSPECTIONS (IBC CHAPTER 17): 11.3.1 SEE PROJECT SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. 11.3.2 STRUCTURAL TESTS AND SPECIAL INSPECTIONS SHALL BE PERFORMED IN ACCORDANCE WITH THE REQUIREMENTS OF CHAPTER 17 OF THE IBC AS WELL AS ANY ADDITIONAL REQUIREMENTS OF THE BUILDING OFFICIAL. OMISSION FROM THE LIST BELOW OF TESTING AND INSPECTION REQUIREMENTS SHALL NOT RELIEVE THE CONTRACTOR FROM PROVIDING TESTING AND INSPECTION REQUIRED BY THE SPECIFICATIONS, THE IBC AND THE BUILDING OFFICIAL. 11.3.3 TESTING AND SPECIAL INSPECTIONS SHALL BE COMPLETED IN ACCORDANCE WITH THE REQUIREMENTS OF CHAPTER 17 OF THE IBC FOR THE ITEMS LISTED IN THIS SECTION. 11.4 STRUCTURAL OBSERVATION 11.4.1 STRUCTURAL OBSERVATION SHALL BE PERFORMED DURING CONSTRUCTION IN A MANNER AS REQUIRED TO BECOME GENERALLY FAMILIAR WITH THE IN PLACE CONSTRUCTION. 11.4.2 STRUCTURAL OBSERVATION EXTENT SHALL BE AS INDICATED ABOVE. TIMING AND DURATION OF OBSERVATIONS SHALL BE COORDINATED WITH THE GENERAL CONTRACTOR DURING CONSTRUCTION. 11.4.3 CONSTRUCTION OBSERVATION REPORTS AND FINDINGS SHALL NOT BE VIEWED AS A WARRANTY OR GUARANTEE BY THE STRUCTURAL ENGINEER. 11.5 SPECIAL INSPECTOR: SHALL BE CURRENTLY WABO CERTIFIED AND UNDER THE SUPERVISION OF A REGISTERED PROFESSIONAL ENGINEER. 11.5.1 THE SPECIAL INSPECTOR SHALL OBSERVE THE WORK ASSIGNED FOR CONFORMANCE WITH THE APPROVED DESIGN DRAWINGS AND SPECIFICATIONS. 11.5.2 THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE BUILDING OFFICIAL, ENGINEER OF RECORD, ARCHITECT OF RECORD, AND OTHER DESIGNATED PERSONS. ALL DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE GENERAL CONTRACTOR FOR CORRECTION, THEN, IF NOT IN CONFORMANCE, TO THE PROPER DESIGN AUTHORITY AND BUILDING OFFICIAL. 11.5.3 THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL REPORT STATING WHETHER THE WORK REQUIRING SPECIAL INSPECTION WAS IN CONFORMANCE WITH THE APPROVED PLANS AND SPECIFICATIONS AND THE APPLICABLE WORKMANSHIP PROVISIONS OF THE IBC. 12A. REQUIRED SPECIAL INSPECTIONS AND TESTS OF SOILS IBC TABLE 1705.6 SPECIAL INSPECTION OR TEST TYPE CONTINUOUS SPECIAL PERIODIC SPECIAL INSPECTION INSPECTION 1. VERIFY MATERIALS BELOW SHALLOW FOUNDATIONS ARE ADEQUATE TO ACHIEVE THE DESIGN BEARING CAPACITY N/R ✓ 2. VERIFY EXCAVATIONS ARE EXTENDED TO PROPER DEPTH AND HAVE REACHED PROPER MATERIAL N/R ✓ 3. PERFORM CLASSIFICATION AND TESTING OF COMPACTED FILL MATERIAL N/R ✓ 4. VERIFY USE OF PROPER MATERIALS, DENSITIES, AND LIFT THICKNESSES DURING PLACEMENT AND COMPACTION OF COMPACTED ✓ N/R FILL 5. PRIOR TO PLACEMENT OF COMPACTED FILL, INSPECT SUBGRADE AND VERIFY THAT SITE HAS BEEN PREPARED PROPERLY N/R ✓ 12.1 SPECIAL INSPECTIONS AND TESTS FOR EXISTING SITE SOIL CONDITIONS, FILL PLACEMENT, AND LOAD -BEARING REQUIREMENTS PER IBC 1705.6., AS NOTED IN TABLE 12A. 12.1.1 THE APPROVED GEOTECHNICAL REPORT AND THE CONSTRUCTION DOCUMENTS PREPARED BY THE REGISTERED DESIGN PROFESSIONALS SHALL BE USED TO DETERMINE COMPLIANCE. 13. REQUIRED SPECIAL INSPECTIONS AND TESTS OF CONCRETE CONSTRUCTION IBC TABLE 1705.3 CONTINUOUS PERIODIC REFERENCED SPECIAL INSPECTION OR TEST TYPE SPECIAL SPECIAL STANDARD IBC REFERENCE INSPECTION INSPECTION 1. INSPECT REINFORCEMENT AND VERIFY ACI 318: CH. 20, PLACEMENT N/R ✓ 25.2, 25.3, 1908.4 26.6.1-26.6.3 2. REINFORCING BAR WELDING: A. VERIFY WELDABILITY OF REINFORCING AWS D1.4 BARS OTHER THAN ASTM A706 N/R ✓ ACI 318: 26.6.4 B. INSPECT SINGLE -PASS FILLET WELDS, AWS DIA MAXIMUM e/6"; AND N/R ✓ ACI 318: 26.6.4 C. INSPECT ALL OTHER WELDS ✓ NIR AWS DI A ACI 318: 26.6.4 3. INSPECT ANCHORS CAST IN CONCRETE N/R ✓ ACI 318: 17.8.2 4. INSPECT ANCHORS POST -INSTALLED IN HARDENED CONCRETE MEMBERS: A. ADHESIVE ANCHORS INSTALLED IN HORIZONTALLY OR UPWARDLY INCLINED ACI 318: ORIENTATIONS TO RESIST SUSTAINED ✓ N/R 17.8.2.4 TENSION LOADS B. MECHANICAL ANCHORS AND ADHESIVE ANCHORS NOT DEFINED IN 4A NIR ✓ ACI 318: 17.8.2 ACI 318: 1904A, 1904.2, 5. VERIFY USE OF REQUIRED DESIGN MIX N/R ✓ CH. 19, 26.4.3, 1908.2,1908.3 26.4.4 6. PRIOR TO CONCRETE PLACEMENT, FABRICATE ASTM C 172 SPECIMENS FOR STRENGTH TESTS, PERFORM ASTM C 31 SLUMP AND AIR CONTENT TESTS, AND DETERMINE ✓ N/R ACI 318: 26.4, 1908.10 THE TEMPERATURE OF THE CONCRETE 26.12 7. INSPECT CONCRETE PLACEMENT FOR PROPER 1908.6,1908.7, APPLICATION TECHNIQUES ✓ N/R ACI 318: 26.5 1908.8 8. VERIFY MAINTENANCE OF SPECIFIED CURING ACI 318: TEMPERATURE AND TECHNIQUES NIR ✓ 26.5.3-26.5.5 1908.9 9. INSPECT FORMWORK FOR SHAPE, LOCATION ACI 318: AND DIMENSIONS OF THE CONCRETE MEMBER N/R ✓ 26.11.1.2(b) BEING FORMED 13.1 CONCRETE: SPECIAL INSPECTION AND TESTING PER IBC TABLE 1705.3 AS NOTED IN TABLE 13, INCLUDING: 13.1.2 CONTINUOUS SPECIAL INSPECTION OF CONCRETE PLACEMENT FOR PROPER APPLICATION TECHNIQUES. 13.1.3 CONTINUOUS SPECIAL INSPECTION OF BOLTS INSTALLED IN CONCRETE PRIOR TO AND DURING PLACEMENT OF CONCRETE. 13.1.5 SPECIFIC REQUIREMENTS FOR SPECIAL INSPECTION OF ANCHORS INSTALLED IN HARDENED CONCRETE SHALL BE AS DESCRIBED IN THE RESEARCH REPORT ISSUED BY AN APPROVED SOURCE (ICC, IAPMO, ETC.). c 0 a n, W 0 E 0) z m c L O u � J J C n, W E 4-J M N _O N W N L O � .Lj Jc fa V) J 4-J L. 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Q) N V z � �a U CL U z o �W 0 z o -0U c a N 0 0 4 8 13 SCALE IN FEET STEM WALL PER PLAN REINFORCING SAME SIZE AND SPACING AS LONGITUDINAL FOOTING REINF - LAP 2'-0" MIN W/ LONGITUDINAL FOOTING REINF 4'-0" MIN 0 GV 2 1 TYPICAL LONG FTG REINF FIRM UNDISTURBED SOIL �— MIN DIMENSION SAME AS FTG THICKNESS SEE FDN DETAILS FOR DOWELS WHEN REQ'D TYPICAL STEPPED FOOTING SECTION -0" EXTERIOR RETAINING WALL PER PLAN & S-201 DO NOT CONNECT WALLS AT INTERSECTION AS SHOWN SEE 4 FOR S-201 CALLOUTS IN COMMON tea. lot = 1'-0" 3/4" CHAMFER- TYP RUN DOWELS EQ T( 1/2 OF WALL HORIZ REINF THRU JOINT I 48x BAR DIA W/ WAL REINF WATER STOP AT CL JOINT BREAK WALL HORIZ REINF EA SIDE OF JNT EXTERIOR FACE MIN (2) ADDL VERT BARS AT ENDS OF INTERIOR FACE WALL TYPICAL WALL CONSTRUCTION JOINT 3/4" CHAMFER- TYP BREAK WALL HORIZ - REINF EA SIDE OF JNT CUT EVERY OTHER — HORIZ BAR THRU JOINT PLAN CIP CONC BUILDING/RETAINING WALL PER PLAN & BLDG MFR (SHOWN SCHEMATICALLY) EXTERIOR INTERIOR -0" WATER STOP AT CL JOINT EXTERIOR FACE INTERIOR FACE TYPICAL WALL CONTROL JOINT SECTION 1 " = 1'-0" • SEE 2 FOR S-201 CALLOUTS IN COMMON 0 "v PLAN -0" 1/2" CHAMFER 1, 0, 8„ 3'-0" 4'-8" • • 4'-0" TYPICAL CORNER CONDITION NT SV AT SECTION 1 If = 1'-0" EXTERIOR • CONT WATERSTOP EXTERIOR INTERIOR CIP CONC --/ BUILDING/RETAINING WALL PER PLAN & BLDG MFR (SHOWN SCHEMATICALLY) PLAN 1" = 1'-0" • EXTERIOR RETAINING WALL PER PLAN & S-201 DO NOT TIE EXT RETAINING WALL TO BLDG FDN AT JOINT O u r0 V 1 J J a-.+ -J ^ , W 4—J N n� W O (1) Z N 0 W N L 'v O :3 tj (n J 4-J L. O ai z N t Q v Q N N a U U �RW�� -No_ 3zQ6 in N�o N D d'zza 00 U F U~ o �. 5 z R = € R I woy3 Q W�65o�w ooa ^3 �CppSWy�� N��O. o ZZ R � 4 R V N z L Q � � ��W// ILL O N C Q a) U) H V F—I � � U U d. W L 0 O a w I-1 � 5' L Lr ■ Q � U ~ O � c 0 TI41 a� O 'v V) N 0 o z � v SECTION 25, TOWNSHIP 21 NORTH, RANGE 3 E., W.M. cc W PROJECT LIMITS ILLUMINATION POLE SCHEDULE LUM. POLE STREET POLE STATION* OFFSET* MOUNTING ARM VOLTAGE CIRCUIT WATTAGE LUMINAIRE TYPE — POLE TYPE FOUNDATION NUMBER NUMBER HEIGHT LENGTH TYPE DISTRIBUTION O SW 356TH ST -- 21 +51.5 26.0' RT 35' 6' 240 A 200 LED LEOTEK GREEN COBRA 6063—T6 TAPERED ROUND ALUMINUM PER FOUNDATION PER FEDERAL WAY GC2-12OF—MV—NW-3—GY-530—SC FEDERAL WAY DRAWING NUMBER 3-39 DRAWING NUMBER 3-39 O2 SW 356TH ST EX EX EX EX EX 240 A 200 LED LEOTEK GREEN COBRA EX EX GC2-12OF—MV—NW-3—GY-530—SC * STATIONS/OFFSETS ARE APPROXIMATE. CONTRACTOR SHALL CONFIRM ADJUSTMENTS WITH ENGINEER PRIOR TO IMPLEMENTING. ILLUMINATION WIRING DIAGRAM I NOT TO SCALE C- a Al REVISION DATE BY DESIGNED BY: ISSUE DATE: FIRST SUBMITTAL 02-09-18 TDR/DMA 02-09-2018 DRAWN BY: JOB NO.: TDR/DMA TENW #5650 APPROVED BY: I DRAWING FILE NO.: CTB EXISTING RVICE CABINET SW 356TH ST TO EXISTING SERVICE CABINET TO EXISTING �_ __ _ SERVICE CABINET — — — — SW 356TH ST STA 35+40 02 2018 %9TENW Transportation Engineering NorthWest sportation Planning I Design I Traffic Impact & Operations 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 Office (425) 889-6747 Project Contact: Glen DuBreuil Phone: 425-250-0582 ILLUMINATION WIRING SCHEDULE RACEWAY CONDUIT SIZE ILLUM. #8 EQUIP. GRND. NO. NEW NEW 1 2" SCH40 PVC 2 1 * EQUIPMENT GROUND SIZE SHALL BE EQUAL TO OR LARGER THAN THE LARGEST WIRE SIZE IN THE CONDUIT. EX SERVICE BREAKER SCHEDULE CIRCUIT VOLTAGE BREAKER CONTACTOR MAIN 1201240 200 AMP --- EX ILLUM A 240 2-30AMP 30AMP EX ILLUM B 240 1 2-30AMP 30AMP CONSTRUCTION NOTES O1 CONSTRUCT FOUNDATION PER FEDERAL WAY STANDARD DRAWING NO 3-39. FURNISH AND INSTALL LUMINAIRE AND POLE PER FEDERAL WAY STANDARD DRAWING NO.'S 3-39, 3-39A, 3-39B, AND 3-40 AND ILLUMINATION POLE SCHEDULE, THIS SHEET. INSTALL CONCRETE PAD PER CITY OF FEDERAL WAY DRAWING NO. 3-39A. O2 EXISTING LUMINAIRE POLE TO REMAIN. REPLACE FIXTURE PER ILLUMINATION POLE SCHEDULE, THIS SHEET. O3 FURNISH AND INSTALL TYPE 1 JUNCTION BOX PER WSDOT STANDARD PLAN J-40.10 AND FEDERAL WAY STANDARD DRAWING NO. 3-39A. OSPLICE NEW CONDUCTORS TO EXISTING CONDUCTORS WITH CITY APPROVED SPLICE KIT IN EXISTING JUNCTION BOX IN EXISTING JUNCTION BOX. O5 EXTEND NEW CONDUIT TO EXISTING JUNCTION BOX. REMOVE AND REPLACE SIDEWALK PANELS AS NECESSARY. O EXISTING LUMINAIRE POLE AND FIXTURE TO REMAIN. O EXISTING UTILITY POLE MOUNTED FIXTURE TO REMAIN. O8 EXISTING TRAFFIC SIGNAL POLE MOUNTED FIXTURE TO REMAIN. TARGEACTUAL CALCULATION SUMMARY DESIGN CRITERIA CALCULATION AREA AVG. UNIFORMITY MAINTAINED RATIO FOOT CANDLES (A VG. FC/ MIN. FC) 21 ST AVE SW 1.00 3.00:1 (ARTERIAL) 1.47 2.45:1 SW 356TH ST 1.00 3.00.1 (ARTERIAL) 1.22 2.03:1 ILLUMINATION LEGEND EXIST NEW DESCRIPTION M z m 8 JUNCTYPE T1ON 8BOX 0-3� LIGHT STANDARD ----- ----- CONDUIT/CONDUCTOR ® SERVICE CABINET O CONSTRUCTION NOTE O LUMINAIRE POLE NUMBER DONOVAN BROTHERS, INC. 1801 West Valley Hwy N, Suite 101 Auburn, WA 98001 253-939-7777 Dave Kessler Dave@dbros.com N 15 60 0 30 90 SCALE IN FEET PERMIT NO. XX—XXXXXX—XX—XX DATE DRAWING NO.: NORTHSHORE HEATED STORAGE I I IL-01 SHEET NO.: 1 OF ILLUMINATION PLAN 3 SHEETS SECTION 25, TOWNSHIP 21 NORTH, RANGE 3 E., W.M. CITY OF FEDERAL WAY STREET LIGHTING NOTES (REV 07-2017) 1. THE CONTRACTOR SHALL ACQUIRE AN ELECTRICAL PERMIT FROM THE CITY'S BUILDING DEPARTMENT. THE ELECTRICAL PERMIT SHALL BE KEPT IN THE UPPER BAY OF THE SERVICE CABINET. 2. UPON COMPLETION OF UNDERGROUND INSTALLATION OF POWER FROM POWER VAULT OR POLE TO SERVICE CABINET, CONTRACTOR SHALL NOTIFY THE BUILDING DEPARTMENT. UPON FINAL ELECTRICAL PERMIT APPROVAL, THE ELECTRICAL INSPECTOR WILL PLACE AN APPROVAL TAG NEXT TO THE METER BASE SO THAT ELECTRICAL SERVICE CAN BE AUTHORIZED. 3. THE CONTRACTOR SHALL COORDINATE POWER SOURCE AND SERVICE LOCATION WITH THE UTILITY COMPANY. 4. THE CONTRACTOR SHALL CONTACT THE UTILITIES UNDERGROUND LOCATION CENTER (1-800-424-5555) AT LEAST 3 DAYS BEFORE DIGGING. 5. FIELD ADJUST POLE BASES TO BE LEVEL WITH SIDEWALK SURFACE (SEE CITY STANDARD DRAWINGS 3-39A AND 343). 6. LOCATE LIGHT POLES SO THAT THE POLE IS A MINIMUM OF SIX (6) FEET BEHIND THE FACE OF CURB, AND THE LUMINAIRE EXTENDS TWO (2) FEET BEYOND THE FACE OF CURB. LIGHT POLES SHALL NOT BE LOCATED WITHIN THE SIDEWALK. POLE BASES MAY BE LOCATED WITHIN THE SIDEWALK ONLY WITH CITY APPROVAL. 7. JUNCTION BOXES SHALL BE LOCATED BEHIND THE SIDEWALK, AND WITHIN FIVE (5) FEET OF THE POLE. 8. CONDUIT SHALL BE SCHEDULE 80 PVC UNDER ALL STREET AND DRIVEWAY CROSSINGS. SCHEDULE 40 PVC CONDUIT IS ACCEPTABLE UNDER LANDSCAPED AREAS. 9. IMMEDIATELY FOLLOWING FINAL INSPECTION OF THE STREET LIGHT SYSTEM BY KING COUNTY, ALL STREET LIGHT SYSTEM J-BOXES SHALL BE SPOT WELDED SHUT USING A 1" WELD ON OPPOSITE CORNERS. STREET LIGHTING GENERAL NOTES 1. THE LOCATIONS OF FEATURES SHOWN ARE APPROXIMATE AND SHALL BE VERIFIED IN THE FIELD BY THE CONTRACTOR AS NECESSARY. 2. ALL WORK SHALL BE IN ACCORDANCE WITH THE CITY OF FEDERAL WAY STANDARDS AND SPECIFICATIONS AND WSDOT STANDARDS AND SPECIFICATIONS, CURRENT EDITIONS. J. THE CONTRACTOR SHALL SUBMIT A REQUEST TO THE CITY OF FEDERAL WAY INSPECTOR FOR MATERIALS APPROVAL MINIMUM 3-WEEKS PRIOR TO THE DESIRED APPROVAL DATE. 4. ALL WORK SHALL BE CONSISTENT WITH UTILITY AGENCY REQUIREMENTS. THE CONTRACTOR SHALL CONTACT ALL PERTINENT UTILITY AGENCIES 48 HOURS BEFORE COMMENCING WORK, AND SHALL COORDINATE WITH AFFECTED UTILITY AGENCIES THROUGHOUT THE PROJECT. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING UTILITIES. THE CONTRACTOR SHALL NOTIFY THE AFFECTED UTILITY COMPANY AND THE CITY OF FEDERAL WAY IMMEDIATELY UPON DAMAGE. 6. EXISTING FEATURES TO REMAIN UNLESS OTHERWISE NOTED. 7. THE CONTRACTOR SHALL CONFIRM THAT 10 FEET CIRCUMFERENTIAL CLEARANCE IS PROVIDED BETWEEN PROPOSED POLES AND OVERHEAD DISTRIBUTION LINES PER WAC 296-155-53408 PRIOR TO EXCAVATING FOR FOUNDATIONS. IF A CONFLICT IS DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE CITY OF FEDERAL WAY IMMEDIATELY. 8. LIGHT STANDARD FOUNDATIONS SHALL NOT BE EXCAVATED AND POURED BEFORE POLE LOCATIONS ARE APPROVED BY THE CITY OF FEDERAL WAY INSPECTOR. 9. THE CONTRACTOR SHALL CONFIRM THAT EXISTING TREES DO NOT IMPEDE PROPOSED LIGHT FIXTURES AND PRUNE TREES AS NECESSARY. 10. THE CONTRACTOR SHALL COORDINATE WITH THE CITY INSPECTOR TO LIMIT DAMAGE TO EXISTING TREES AND ROOTS AS A RESULT OF THIS WORK. 11. SEE ACCOMPANYING SPECIAL PROVISIONS FOR ADDITIONAL REQUIREMENTS. SPECIAL PROVISIONS SHALL BE CONSIDERED PART OF THIS CONTRACT. REVISION DATE BY DESIGNED BY: ISSUE DATE: FIRST SUBMITTAL 02-09-18 TDR/DMA 02-09-2018 DRAWN BY: JOB NO.: TDR/DMA TENW #5650 APPROVED BY: I (DRAWING FILE NO.: CTB CITY OF FEDERAL WAY GENERAL NOTES (REV 07-2017) 1. PROOF OF LIABILITY INSURANCE SHALL BE SUBMITTED TO THE CITY PRIOR TO PRE -CONSTRUCTION MEETING. 2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE FEDERAL WAY REVISED CODE (FWRC), APPLICABLE ORDINANCES, AND THE CITY COUNCIL CONDITIONS OF PROJECT APPROVAL. THESE DOCUMENTS ARE SUPPLEMENTED BY THE MOST RECENT VERSION OF 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 (KCSWDM). IT SHALL BE THE SOLE RESPONSIBILITY OF THE APPLICANT AND THE PROFESSIONAL ENGINEER TO CORRECT ANY ERROR, OMISSION, OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THESE PLANS. ALL CORRECTIONS SHALL BE AT NO ADDITIONAL COST OR LIABILITY TO THE CITY OF FEDERAL WAY. 3. 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 ENGINEERING PLAN REVIEWER. ANY VARIANCE FROM ADOPTED STANDARDS IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CITY OF FEDERAL WAY, PRIOR TO CONSTRUCTION. 4. APPROVAL OF THIS ROAD, GRADING, AND DRAINAGE PLAN DOES NOT CONSTITUTE AN APPROVAL OF ANY OTHER CONSTRUCTION (I.E. DOMESTIC WATER CONVEYANCE, SEWER CONVEYANCE, GAS, ELECTRICITY, ETC.) 5. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY, A PRECONSTRUCTION MEETING MUST BE HELD BETWEEN THE CITY OF FEDERAL WAY, THE APPLICANT, AND THE APPLICANT'S CONSTRUCTION REPRESENTATIVE. 6. A SIGNED COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 7. ON -SITE CONSTRUCTION NOISE SHALL BE LIMITED AS PER FWRC (SECTION 19.105.040); NORMALLY THIS IS 7:00 A.M. TO 8:00 P.M., MONDAY THROUGH FRIDAY, AND 9:00 A.M. TO 8:00 P.M. ON SATURDAYS. 8. RIGHT-OF-WAY CONSTRUCTION IS ALLOWED 8:30 A.M. TO 3:00 P.M. MONDAY THROUGH FRIDAY. WRITTEN AUTHORIZATION TO WORK OUTSIDE OF THESE HOURS MUST BE GRANTED BY THE PUBLIC WORKS DIRECTOR. 9. IT SHALL BE THE APPLICANT'S/CONTRACTOR'S RESPONSIBILITY TO OBTAIN ALL CONSTRUCTION EASEMENTS NECESSARY BEFORE INITIATING OFF -SITE WORK WITHIN THE ROAD RIGHT-OF-WAY. 10. 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 OF FEDERAL WAY AT LEAST THREE DAYS PRIOR TO CONSTRUCTION. 11. VERTICAL DATUM SHALL BE KCAS OR NGVD-29. 12. GROUNDWATER SYSTEM CONSTRUCTION SHALL BE WITHIN A RIGHT-OF-WAY OR APPROPRIATE DRAINAGE EASEMENTS, BUT NOT UNDERNEATH THE ROADWAY SECTION. ALL GROUNDWATER SYSTEMS MUST BE CONSTRUCTED IN ACCORDANCE WITH THE WSDOT/APWA STANDARD SPECIFICATIONS. 13. ALL UTILITY TRENCHES IN THE RIGHT-OF-WAY SHALL BE BACKFILLED 518" CRUSHED ROCK AND COMPACTED TO 95 o DENSITY. WHEN TRENCH WIDTH IS 18 INCHES OR LESS, AND IS WITHIN THE TRAVELED WAY, TRENCH WILL BE BACKFILLED WITH CONTROL DENSITY FILL (SELF -COMPACTED FLOWABLE FILL) AS DEFINED BY WSDOT 2-09.3(1)E. THE AGGREGATE WILL BE 318-INCH MINUS. 14. ALL ROADWAY SUBGRADE SHALL BE BACKFILLED AND COMPACTED TO 95% DENSITY IN ACCORDANCE WITH WSDOT 2-06.3. 15. OPEN CUTTING OF EXISTING ROADWAYS IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE PUBLIC WORKS DIRECTOR AND NOTED ON THESE APPROVED PLANS. ANY OPEN CUT SHALL BE RESTORED IN ACCORDANCE WITH KCRS 8.03(B) 3. 16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT LIFE, HEALTH, AND SAFETY 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. 17. CONTRACTOR SHALL PROVIDE AND INSTALL ALL REGULATORY AND WARNING SIGNS PER THE LATEST EDITION OF MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. 18. ALL UTILITIES SHALL BE ADJUSTED TO FINAL GRADE AFTER PAVING ASPHALT WEARING COURSE. 19. ROCKERIES ARE CONSIDERED TO BE A METHOD OF BANK STABILIZATION AND EROSION ONLY. ROCKERIES SHALL NOT BE CONSTRUCTED TO SERVE AS RETAINING WALLS. ALL ROCKERIES SHALL BE CONSTRUCTED IN ACCORDANCE WITH CFW DRAWING NUMBERS 3-22, 3-23. ROCKERIES MAY NOT EXCEED SIX FEET IN HEIGHT FOR CUT SECTIONS OR FOUR FEET IN HEIGHT FOR FILL SECTIONS UNLESS DESIGNED BY A GEOTECHNICAL OR STRUCTURAL ENGINEER LICENSED IN THE STATE OF WASHINGTON. PERMIT NO. XX-XXXXXX-XX-XX "TA DATE DRAWING NO.: %9TENW DONOVAN BROTHERS, INC. NORTHSHORE HEATED STORAGE IL-02 Transportation Engineering Northwest 1801 West Valley Hwy N, Suite 101Auburn, WA 98001 sportation Planning l Design l Traffic Impact & Operations 253-939-7777 SHEET NO.: 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 2 Office (425) 889-6747 Dave Kessler Project Contact: Glen DuBreuil Dave@dbros.Com OF Phone: 425-250-0582 ILLUMINATION PLAN - NOTES 3 SHEETS CITY OF .'�& Federal STREET LIGHT STANDARDS OUTSIDE CITY CENTER SECTION 25, TOWNSHIP 21 NORTH, RANGE 3 E., W.M. Public Works Street Classification Pavement Width Lamp Wattage Average Maintained Footcandie Maximum Uniformity Ratio (AVG:MIN) Luminaire Mounting Height* Light Distribution Pattern Maximum Luminaire Spacing Arterial Over 66' ** 1.0 3:1 40' M-C-III ** Arterial Over 44' ** 1.0 3:1 35' M-C-III ** Arterial <— 44' ** 1.0 3.1 35' M-C-III ** Principal Collector —< 44' ** 0.6 1 3:1 35' M-C-III ** Minor Collector <_ 44' ** 0.5 4:1 30' M-C-III ** Local <— 34' ** 0.4 6:1 30' M-C-III ** Notes, 1. Luminaires shall be LED with Correlated Color Temperature (CCT) of 4000K +/- 300K With a single photocell on pole nearest to service cabinet for all circuits. 2. Street lighting standards shall be tapered round aluminum with Davit bracket arm, with 5' radius. 3. Luminaires shall be located at least 6' behind the curb within the landscape strip. If landscape strip is less than 6', luminaires shall be located behind the sidewalk. (Refer to Standard Detail DWG. No. 3-39A). 4. Luminaire arm length shall provide for a 2' lamp overhang in front of the curb face. 5. All street lighting design plans shall be stamped by a Professional Engineer registered in Washington and approved by City staff. 6. Installation of street lights shall conform to City Standard Details and Specifications. * Use 35' mounting height for streets up to 66' wide, 40' mounting height for streets over 66' wide. ** To be designed to meet roadway conditions and design criteria. 4Y2- O.D. ALUM. TUBE 188 WALL ALLOY 6063—T6 SATIN GROUND FINISH \ 4„ a O.D. 2" N.P.S. CA S R9a SLIPFITTER I MIN. 2. HAPCO 41 SERIES AND VALMONT RTA POLES MEET THIS STANDARD. `90. m i (2')_ 1/2" 13 N.C. �! ��' ( STAINLESS STEEL .J� I THRU-BOLTS, NUTS, AND NYLON 4Y2" O.D. `� ( WASHERS. 063—T6 ALUMINUM ALLOY SHAFT, TAPERED FROM 8" TO 4Y2", 0.219" WALL THICKNESS SATIN BRUSHED FINISH NOTES : 1. POLE ASSEMBLIES DESIGNED TO SUPPORT MAX. LUMINAIRE SIZE OF 1.5 SO. FT. E.P.A. AND 60 LBS. IN A 90 MPH iSOTACH / 120 MPH GUST VELOCITY WIND. 2. 4043 FILLER WIRE USED FOR WELDING. 3. ONLY THE BASE FLANGE WELDS ARE HEAT —TREATED. 4. BASE FLANGE SHALL ACCOM00ATE 1 1" TO 12" BOLT CIRCLE. 5. (4) 1-- 8 NC STEEL ANCHOR BOLTS ASTM 2"---` 11Y" DiA. A 576. AISI GRADE 1021-1046, 50,000 BOLT CIRCLE PSI = MIN, YIELD MEAN DIA. OF ROD STOCK 0.908 # .011 ", OUT OF ROUND TOLERANCE 0.012" ROLLED OR CUT THREADS PER A307, CLASS 2A, TOP10" GALVANIZED PER ASTM A153, COMPLETE 8 - #7 REBAR AND WiTH (8) 1" 8NC GALVANIZED STEEL HEX #4 HOOP REBAR 0 NUTS & (8) 1" GALVANIZED STEEL FLAT 1'-0" CENTERS WASHERS. 1n„ 6. CITY MAY ACCEPT OTHER BEND RADII AND DAVIT ARM MOUNTING ANGLES: HANDMOL (4" X 6" NOMINAL) 14 NON -FLUSH TYPE, COMPLETE WITH REINFORCING FRAME ALLOY �I 356-T6, COVER AND S.S. M io HEX Fib, SCREWS 13 NC S.S. 2" SCH, 40 y OLT W/ S.S. PVC CONDUIT - SPLIT WASHER AND S.S. FLAT CLASS 5 (1Yz) PORTLAND CEMENT WASHER CONCRETE (3000 psi ). 3'x 3' SQUARE SECTION THRI HANDHOLE OR 3' DIAMETER BASE. R4 NOV 2014 �(a�rr�o�r,�j�� PUBLIC LUMINAIRE POLE DWG. NO. U U'�'IW�I1C o WORKS 3-39 0 REVISION DATE BY DESIGNED BY: ISSUE DATE: FIRST SUBMITTAL 02-09-18 TDR/DMA 02-09-2018 DRAWN BY: JOB NO.: TDR/DMA TENW #5650 APPROVED BY: I I DRAWING FILE NO.: CTB DWG. NO.3-38 Revised JAN 2017 V < Wa W a^z zg v13 a MOO: t< ❑ 4a (V HAND HOLE PROPERTY LiNE JUNCTION BOX SHALL BE SET NEAR OR ADJACENT TO POLE BASE; BOTTOM OF BOX MUST BE _ _ ABLE TO DRAIN. CURB & GUTTER JUNCTION BOX SHALL CONFORM TO WSDOT STD. PLAN J-40.10 LIDP(SEE NOTE BELOW)LJ- BOX IN SIDEWALK $HALL HAVE SLIP - RESISTANT COATING PER SECTION 3.6.2 OF THE PUBLIC WORKS DEVELOPMENT STANDARDS "ILSCO" TYPE ULT COPPER — CRIMP OR APPROVED EQUAL 3M EPDXY SPLICE KIT --- TO STREET LIGHT LUMINAIRE POLE. REFER TO DWG. 3-39A FOR PLACEMENT :CDWONCRETE PAD PER G. 3 i39A UJI Q z o HAND HOLE ON SEC MODEL SIDE OPPOSITE 1791-SF APPROACHING FUSE-FNM-5 ROME POLE AND BRACKET TRAFFIC OR APPROVED CABLE. TWO CONDUCTOR EQUAL AWG #8 STRANDED COPPER I (2 EACH) MIRE, 45 MIL PVC INSULATION, GROUND LUG 95 MIL HMW POLYETHYLENE BELT OR APPROVED EQUAL. STREET LIGHT OR SIGNAL POLE BARE STRANDED GROUND f ` 1Y2' TYP. TO MATCH GAUGE OF CONDUCTORS' t- —_---- -, A - PVC CODUIT 40 -BARE STRANDED GROUND TO MATCH GAUGE OF CONDUCTORS ",- 2" SCH. 40 PVC CONDUIT Z- TO STREET LIGHT (SCH. 80 UNDER STREET AND DRIVEWAY) = BELL END PVC BUSHING NOTE: LID TO BE WELDED SHUT AFTER FINAL INSPECTION W/2 1" LONG WELDS AT OPPOSITE CORNERS REV. OCT 2014 PUBLIC o WORKS UNIFORM LUMINAIRE WIRING DETAIL u3-4po• LUMINAIRE BASE LOCATION DETAIL iN C PLANTER STRIP BEHIND SIDEWALK r- W SIDEWALK U - PN SIOEWA6UK + V18" I I I PLAN I C PLAN UNLESSEEASE �1 FOUNDATION CANCAN BB E EITHER 3' DIAMETER OR 3' SCUARE. $l CONCRETE PAD NOT SHOWN. FOR CLARITY. SEE DETAILS, BELOW WI �I ml . I SECTION SECTION LUMINAIRE BASE AND J—BOX CONCRETE PAD ENCASEMENT DETAIL FOR 6' PLANTER STRIP FOR 4' PLANTER STRIP (STREET LIGHT IN FRONT OF SIDEWALK) (STREET LIGHT BEHIND SIDEWALK) FULL DEPTH ". EXPANSION 40NTSTREET LIGHT ' PaLE BASE 'CONCRETE PAD fNISH LIGHT CONCRETE PAD 'FULL DEPTH FINISH FSH »EXPANSION JOINT DETAIL 3-3' POLE BASE LiJ DETAIL 3-3 -' rs �`!` 12- IN. Z 12 MIN. 4 00 MtNI— -Box Qs jCLI APRIL 2013 PUBLIC STREET LIGHT POLE BASE PLACEMENT DWG. NO. FedwmgWORKS AND CONCRETE PAD AROUND J-BOXES AND POLE BASES • _ 2• �F• / STER��G�2� s`S�01VAL �•�� ,2018 02,09 XXXX = SERVICE CABINET LOCATION X NUMBER BASED UPON A CITY DEFINED COORDINATE SYSTEM X X YY = THE SERVICE NUMBER, WITH MOST LOCATIONS ONLY HAVING ONE X SERVICE CABINET, THUS NUMBER 1 AAZZ = CIRCUIT DESIGNATION NUMBER, y EXAMPLE iS STREET LIGHT CIRCUIT 10 = SL10 Y BB = POLE NUMBER WITHIN CIRCUIT A LEADING ZEROS SHALL BE OMITTED A Z ALL NUMBERS/LETTERS SHALL BE TWO (2) INCHES HIGH WITH TWO (2) INCH Z VERTICAL SPACING ALL NUMBERS/LETTERS SHALL BE B I PAINTED BLACK ON THE POLE FACE t NEAREST THE STREET. PAINT SHALL BE B BLACK ALKYD GLOSS CONFORMING TO FEDERAL SPECIFICATION TT-E--489. FES �Fadmd WORKS LUMINAIRE POLE NUMBERING 3-39B• 19TENW Transportation Engineering NorthWest sportation Planning I Design I Traffic Impact & Operatio 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 Office (425) 889-6747 Project Contact: Glen DuBreuil Phone: 425-250-0582 DONOVAN BROTHERS, INC. 1801 West Valley Hwy N, Suite 101 Auburn, WA 98001 253-939-7777 Dave Kessler Dave@dbros.com PERMIT NO. XX—XXXXXX—XX—XX APPROVED DATE DRAWING NO.: NORTHSHORE HEATED STORAGE IL-03 SHEET NO.: 3 OF ILLUMINATION PLAN - DETAILS 3 SHEETS TYPE I LANDSCAPE - 15WIDE SOLID SCREEN FWRC 19.125.050 (1) & 19.125.060 (5b) 20' WIDE SOLID SCREEN PROVIDED 319 \i /131 gym DROUGHT TOLERANT LANDSCAPE AREA 60% OF C ON TOTALTOTAL LANDSCAPE AREA AREA DROUGHT TOLERANT LANDSCAPE AREA 8,026 sf ,�,�4,�eee. e00i000i ��•-l•��eO�eeeeeeeeeee�ee� VNE PLANT �:•000Oe�`,•ei� QUANTITIES: �'•�DO�OOe�i�i� DROUGHT TOLERANT• 0'. OF • PLANT QUANTITIES �, eeeeee, a y�10 CHOISYA TERNATA'SUNDANCE' / SUNDANCE MEXICAN ORANGE PROVIDE CLEAR ZONE FOR FIRE HYDRANT TYPE I LANDSCAPE - 5' —� WIDE SOLID SCREEN FWRC 19.125.050 (1) PROVIDE MIN. 3' CLEAR ZONE FOR FIRE HYDRANT PROPERTY LINE BERBERIS THUNBERGII 'ROSE GLOW' / ROSE GLOW JAPANESE BARBERRY PINUS SYLVESTRIS 'FASTIGIATA' / COLUMNAR SCOTS PINE PARROTIA PERSICA'VANESSA' / VANESSA PERSIAN IRONWOOD z ARBUTUS UNEDO'COMPACTA' / COMPACT STRAWBERRY BUSH CHAMAECYPARIS OBTUSA'GRACILIS' / SLENDER HINOKI CYPRESS TYPE I PERIMETER CONIFEROUS TREE (TYP.) PINUS SYLVESTRIS 'FASTIGIATA' / PROPERTY COLUMNARSCOTS PINE,. , ,�,�, , / LINE z \— PARROTIA PERSICA'VANESSA' / MAHONIA REPENS / ��>.r, VANESSA PERSIAN IRONWOOD CREEPING OREGON GRAPE V 1- CALOCEDRUS DECURRENS PACHYSANDRA TERMINALIS 'GREEN SHEEN' / / INCENSE CEDAR � JAPANESE SPURGE I FRAGARIA'PINK PANDA' / - ` PINK PANDA SAND STRAWB PEDESTRIAN PATHWAYS: ` COLORED, SCORED CONCRETE ` (SEE CIVIL PLAN) i zl I 1 Q f I v A � CC) a C) -�--_-»z - w CAMELLIA JAPONICA'KRAMER'S SUPREME' / KRAMER'S SUP. CAMELLIAcc z I 7 U i � m TRASH RECEPTACLE SCREENING ^ O U FWRC 19.125.150 (6b) & 19.125.040 (4) ` I I ; 9 ^ 01 PROPERTY ACER BUERGERIANUM / TRIDENT MAPLE I° FRA+GARIA"PINK PANDA' / C ^ NK PANDA SANDi STRAWBERRY � H qq ° I VA INI RIBES SANGUMNEUIGI9� ° U EUbOS JAI?�NICC7S'SILVER PRINCESS' ,; v CC UM OVATUM / RED FLOWERING CURRANT °< I : t SILVER PRIN,_EUONYMUS EVERGREEN HUCKLEBERRY r ! TYPE III LANDSCAPE - 5' OSMANTHUS HETEROPHYLLUS 'GOSHIKI' / c V 6 SF VISUAL BUFFER FWRC' GOSHIKI FALSE HOLLY _ _ J f Z 19.125.050' (3) 9.125.060 (5a)\\ VIBU UM DAVIDI t PROVIDE MIN. T CLEAR D ID VIBURNUM v ° z < I -Q ZONE FOR FIRE HYDRANT ; DECIDUOUS STREET TYPE IV OPEN AREA r I TREE 30' O.C. TYP. LANDSCAPING - FWRC L . N I @ ) WITH; TURF PER CITY OF I 19.125.050 (4) FEDERAL WAY PUBLIC WORKS STANDARDS. i CHALAMAGROSTIS X ACTUTIFLORA FAWEATHE 0tr - .. \ i < 'KARL,FOERSTER' /FEATHER REED GRASS TR=2 RECYCLED BUILDING A PLSTIC TRASH v v _RECEPTACLE I =I _ — - - « C� 30AL. PARKING LOT LANDSCAPING IN FAIRWEATHER MODEL AL-2 - 6' BENCH � WITH BACK SURFACE MOUNTED j .� i I THIS ISLAND TO CONSIST OF' TREES, EVERGREEN/ eu JDT I ° a DECIDUOUS:SHRUBS I MAINTAINED AT 24" I AND, PARKING ISLAND CALCULATION < EVERGREEN GROUNDCOVER z ° FWRC 19.125.070(2a)(i)(A) a 4 (SEE SECTION SHEET L-2) U 7 PARKING STALLS X 20SF PER STALL 140 SF OF REQUIRED PARKING ISLAND 1 °` PLANTING: 503 SF PROVIDED :136 SF - - -- -- z VV ot, 77 n _ PEDESTRIAN PATHWAYS: !, CC) COLORED, SCORED CONCRETE� (SEE CIVIL PLAN) c' O� x °� CHOISYA TERNATA'SUN--DANCE, l l w l i i -- - - - - SUND MEX �'� S fi a ANCE ICAN ORANGE • I TYP IV PARKING LOT � CHAMAECYPARIS NOOTKATENSIS a AN DEN AKKER' / "BAN°DEN AKKEJR'. I DECIDUOUS TREE (TYP.) ALASKAN CEDAR v I ROW LINE \ I,. I PRUNUS CERASIFERA'CIPRIOZAM' / cn I BERBERIS THUNBERGII 'ROSE GLOW' / I ^ CRIMSON POINTE PLUM 1I ADJUST NEW TREE AND SHRUB ROSE GLOW JAPANESE BARBERRY LOCATIONS AS NEEDED TO AVOID - ------ , I i ! AND/OR BLEND IN WITH THE Q ° EXISTING LANDSCAPING AROUND THE EXISTING BUILDING I a) > ° I TYPE I -CONIFEROUS TREE (TYP.) EXISTING ° ° ��I i it < ;o a X x BUILDING BUILDING C Q. I I PROVIDE MIN. 3' . CLEAR ZONE QOR -A IRE HYDRANT 19.125.050 O3 & ( f ` \ 19.125.060 (5c) , TYPE I LANDSCAPE - 5' WIDE SOLID TYPE III LANDSCAPE - I SCREEN ^ I I I FWRC 19.125.050 (1) U (; ° VISUAL BUFFER < ' ^ ; -------- ------ a I _MI-SCANTHUS SINENSIS_MORNINGLIGkiT I II I f MORNING LIGHT MAIDEN GRASS Ln JUNIPERUS CHINENSIS TORULOSA' / i cn v7 to HOLLYWOOD JUNIPER 00 ZD (-6 Cx3 _ i\ TYPE III DECIDUOUS ,00I TYPE III CONIFEROUS TREE (TYP.) SPIRAEA JAPdNICA'GtLDMOUND' / 1 to ` @ TREE TYP. O Z ' z .\ .\ .\ ( ) GOLDMOUIQ $PIREA n i O (� O i R r} / J w WNt ROW LINE > > W I r - . <00k- m `\ �e Cz I � v I lr6 v a e a ° a . ° — - _-- - - v ROW LINE -- EAR-MIN. »-----!'-I?n!' » » -- - » — » _ - » __�_— — » » » --- » » ZO E FQft FIRE HY/[ LINE d _ --- d — �/ �z _ » » --- _ v - r� TYPE II LANDSCAPE - 9 VIBURNUM DAVIDII / z 3g I N -. U J DAVID VIBURNUM a- T TYPE II CONIFEROUS m VISUAL SCREEN TREE (TYP PRUNUS CERASIFERA__ -_ -- 13' PROVIDED --- z V - z DECIDUOUS STREET TREE @ 30 O.C. (TYP.) O 'CIPRIOZAM' / CRIMSON FWRC 19 125 050 (2) �--- POINTE PLUM 'Al'S `,YAV IS` a Landscape Pla WITH TURF PER CITY OF FEDERAL WAY U) MISCANTHUS SINENSIS' R PUBLIC WORKS STANDARDS. - ACER SACCHARUM 'GREEN MOUNTAIN' / MORNING LIGHT MAIDEN RASS SUGAR MAPLE ^ o U WA Uz z � mail 4330 N Lexington St Tacoma, WA 98407 W location u 455B St Helens Ave < Tacoma, WA 98402 CL t.253.272.4848 Q I� f.253,276.0132 z www.bradtree.com Info@bradtree.com ad v z STATE OF WASHINGTON REGISTERED LANDSCAPE A CHITECT 7 le radi C of 5 i z ^, W L C —C Ln Q r O O Ol r) W o ro M V < -17 J LL u o ; t ® C— Q M Ln 70 z t o QO V O Z i i V) REVISION No. Date By 1 15 Mar. 20181 YSL Re.visions per 6ity commen s 2 11 May 2018, YSL Revisions per city Scale 1rt = 20'-o" Designer SCALE: 1 "=20'-0" YSL Project Manager MFW 0 10, 20' 40' Pdnc I KBR Date oS Dec 20: Phase CD Project No. 17015 Sheet No. L-1 of 2 Sheets rd A�l PLANT SCHEDULE QTY. BOTANICAL NAME / COMMON NAME IOUS (18.5 TREE CREDIT UNITS) 4 ACER BUERGERIANUM / TRIDENT MAPLE 5 ACER SACCHARUM 'GREEN MOUNTAIN' / SUGAR MAPLE 11 PARROTIA PERSICA'VANESSA' / VANESSA PERSIAN IRONWOOD 8 PRUNUS CERASIFERA'CRIPIOZAM' / CRIMSON POINTE PLUM REEN (39 TREE CREDIT UNITS) SIZE i2 1/2" CAL. 2 1/2" CAL. 2" CAL. 2" CAL. 14 CALOCEDRUS DECURRENS / INCENSE CEDAR 6-T HT. 15 CHAMAECYPARIS NOOTKATENSIS'VAN DEN AKKER' /'VAN DEN AKKER' ALASKAN CEDAR 6'-7' HT. 6 CHAMAECYPARIS OBTUSA'GRACILIS' / SLENDER HINOKI CYPRESS 6'-7' HT. 14 JUNIPERUS CHINENSIS'TORULOSA' / HOLLYWOOD JUNIPER 6'-T HT. 15 PINUS SYLVESTRIS TASTIGIATA' / COLUMNAR SCOTS PINE 6'-7' HT. TOTAL: 57.5 TREE CREDIT UNITS PROVIDED SHRUBS �- 23 ARBUTUS UNEDO'COMPACTA' / COMPACT STRAWBERRY BUSH 58 BERBERIS THUNBERGII 'ROSE GLOW' / ROSE GLOW JAPANESE BARBERRY 35 CAMELLIA JAPONICA'KRAMER'S SUPREME' / KRAMER'S SUP. CAMELLIA 78 CHOISYA TERNATA 'SUNDANCE'/ SUNDANCE MEXICAN ORANGE 25 EUONYMUS JAPONICUS 'SILVER PRINCESS' / SILVER PRIN. EUONYMUS s 8 JUNIPERUS SCOPULORUM 'SKYROCKET/ UPRIGHT JUNIPER (D- 21 MAHONIA REPENS / CREEPING OREGON GRAPE 10 OSMANTHUS HETEROPHYLLUS 'GOSHIKI' / GOSHIKI FALSE HOLLY 0- 21 RIBES SANGUINEUM / RED FLOWERING CURRANT -- 5 SPIRAEA JAPONICA'GOLDMOUND' / GOLDMOUND SPIREA 0- 21 VACCINIUM OVATUM / EVERGREEN HUCKLEBERRY - 21 VIBURNUM DAVIDII / DAVID VIBURNUM FERNS, GRASSES & PERENNIALS 32 CHALAMAGROSTIS X ACTUTIFLORA'KARL FOERSTER' / FEATHER REED GRASS 32 MISCANTHUS SINENSIS WORNING LIGHT/ MORNING LIGHT MAIDEN GRASS GROUNDCOVER _ 1,178 SF E/C MID, EROSION CONTROL SEED MIX 795 PACHYSANDRA TERM!NALIS'GREEN SHEEN' / JAPANESE SPURGE 1,535 FRAGARIA'PINK PANDA' / PINK PANDA SAND STRAWBERRY 2,075 SF LAWN -SOD -- 8,680 SF MARSH MIX (or Proven Equivalent per King County Storm Water Design Manual Sec. 6.3) 27% CAREX OBNUPTA / SLOUGH SEDGE 25% CAREX MICROPTERA / SMALL WING SEDGE 29.5% CAREX STIPATA / AWL SEDGE 15% ELEOCHARIS PALUSTRIS / CREEPING SPIKE RUSH 3% SCRIPTUS MICROCARPUS / SMALL FRUITED BULRUSH .50% JUNCUS TENIUS / SLENDER RUSH PLANTING REQUIREMENTS1111 : GENERAL NOTES: A. Plant material list submittal: within 30 calendar days after receipt of the notice to proceed, landscape contractor shall submit a complete list of materials proposed to be furnished and installed demonstrating conformance with the requirements specified. Include the name, addresses and telephone numbers of all plant material suppliers and growers. I.A. Documentation shall also include suppliers name, contact person, address, telephone number, botanical and common name, plant size and size of container or ball. 1.13. Contractor shall provide a signed statement from the plant suppliers who have furnished the plant materials identifying the plant materials being supplied by botanical and common names, plant size and stating that all of the plants supplied by them are in healthy growing conditions meeting the asns. 1.C. Submit a project installation schedule, coordinated with the proposed soil amending and planting schedule to the landscape architect or owner for approval at least 30 calendar days prior to start of work under this section. B. Substitutions of plant materials will not be permitted unless authorized in writing by the landscape architect or owner. If proof is submitted that any plant specified is not obtainable, a proposal will be considered for use of the nearest equivalent size and or variety. Such proof shall be substantiated and submitted in writing to the landscape architect or owner at least 30 days prior to start of work under this section. These provisions shall not relieve contractor of the responsibility of obtaining specified materials in advance if special growing conditions or other arrangements must be made in order to supply specified materials. C. Plants shall be subject to inspection and approval by landscape architect or owner for conformance to specifications upon delivery to the project site. Such approval shall not impair the subsequent right of inspection and rejection during progress of the work. Contractor shall give landscape architect 48 hours advance notice when plants will be delivered to the site for inspection. Inspection of plant materials shall take place within 24 hours of delivery to the site. D. Coordinate work with other trades as required. E. Locate all underground utilities prior to commencing work to avoid damage to buried pipes and cables. F. Provide protection for all property, persons, work in progress, structures, utilities, walls, curbs and paved surfaces from potential damage arising from this work. The contractor shall pay for any such damage at no additional cost to the owner. Unfinished and completed work shall be protected from erosion or trespassing, and proper safeguards shall be erected to protect the public from injury or danger. PLANTING NOTES: 1. Verify bedlines and plant layout with landscape architect prior to commencing work. 2. Verify that site conditions are acceptable prior to beginning work. Do not install any site elements or plant material until unsatisfactory conditions are corrected. When conditions detrimental to plant growth/constructed elements are encountered, immediately notify the owner. 3. Substitutions or changes in materials and placement shall be made only after written change orders are accepted by the owner. 4. Install protective fencing for on site existing trees and vegetation to remain, and plant material located on adjacent property prior to commencing work. The critical root protection area of all trees to remain has been established as a 1' radius of protection area for every 1" of diameter measured at 4.5' above grade, or the tree drip line, whichever is greater. Locate tree protection fencing as indicated on plan. Fencing is to be installed with stakes driven into the ground, not mounted on cinder blocks. Signage shall be affixed to the fencing that reads: 'No Entry, Tree Root Protection Area'. See existing tree and vegetation protection detail for additional information. 5. All areas subject to clearing and grading that have not been covered by impervious surface, incorporated into a drainage facility or engineered as structural fill or slope shall, at project completion, demonstrate the following: 1) General Soil Requirements: The topsoil layer shall have a minimum depth of eight inches except where tree roots limit the depth of incorporation of amendments needed to meet the criteria. Subsoils below the topsoil layer should be scarified at least 4 inches with some incorporation of the upper material to avoid stratified layers, where feasible. The topsoil layer shall have an organic matter content of 5% dry weight for turf areas, and 10% dry weight for planting beds (typically around 20-25% compost for turf areas and 35-40% compost for planting 0 areas). The soil portion must be 75-80 /o sandy loam for turf areas, and 60-65% sandy loam for planting areas. Soil pH should be 5.5-6.5 for turf areas, 5.5-7.0 for planting areas and 4.5-5.5 for areas planted with acid -tolerant or native plantings. 2) Requirements for Amending Existing Soil in Place: Turf Areas - Place and rototill 1.75 inches of composted material into i it f total depth of 9.5 inches and a settled 7 75 inches of existing so r oat dep , depth of 8 Inches. Subsoils below this layer should be scarified at least 4 inches, for a finished minimum depth of 12 inches of uncompated soil. Planting Beds - Place and rototil 3 inches of composted material into 6.5 inches of existing soil for a total depth of 9.5 inches, and a settled depth of 8 iches. Subsoils below this layer should be scarified at least 4 inches, for a finished minimum depth of 12 inches of uncompated soil. Do not scarify within drip lines of existing trees to be retained. 3) Requirements for Applying Imported Topsoil: Turf Areas and Planting Areas - Scarify or till subgrade in two directions to 6 inches depth. Entire surface should be disturbed by scarification. Do not scarify within drip lines of existing trees to be retained. Place 4 inches of imported topsoil mix on surface and till into 2 inches of soil. Place second lift of 4 inches topsoil mix on surface. 4) Requirements for Reapplying Stockpiled Topsoil: Turf Areas - Reapply stockpiled soil and rototill in 1.75 inches of composted material for a combined minimum depth of 8 inches of soil and compost. Planting Beds - Reapply stockpiled soil and rototil in 3 inches of composted material for a combined mimimum depth of 8 inches of soil and compost. 5) Within Stormwater Systems - On -site soil mixing or placement shall not be performed if soil is saturated or frozen. Total amended soil depth shall be a minimum of 18 inches. Mix all soil amendments uniformally throughout the rain garden soil section. Amended soil shall be placed in horizontal layers in no greater than 12" lifts. Allow soils to compact and settle naturally. Areas can be watered after each lift is placed to speed settling, but should not be wetted to saturation. Until the upstream catchment area is thoroughly stabilized, flow diversion and erosion control measures must be installed to protect the bioretention area from sedimentation. 5 GAL. CONTAINER 5 GAL. CONTAINER 5 GAL. CONTAINER 5 GAL. CONTAINER 2 GAL. CONTAINER 4'-5' HT. 2 GAL. CONTAINER 5 GAL. CONTAINER 2 GAL. CONTAINER 2 GAL. CONTAINER 2 GAL. CONTAINER 2 GAL. CONTAINER 1 GAL. CONTAINER 1 GAL. CONTAINER SPACING, CONDITION & REMARKS B&B, BRANCHED @ 5' HT. (STREET TREE QUALITY) B&B, BRANCHED @ 5' HT. (STREET TREE QUALITY) B&B/Cont., NURSERY GROWN B&B, BRANCHED @ 5' HT. (STREET TREE QUALITY) B&B, NURSERY GROWN B&B, NURSERY GROWN B&B, NURSERY GROWN B&B, NURSERY GROWN B&B, NURSERY GROWN FULL FOLIAGE, 42" O.C. FULL FOLIAGE, 36" O.C. FULL FOLIAGE, 42" O.C. FULL FOLIAGE, 36" O.C. FULL FOLIAGE, 24" O.C. B&B, NURSERY GROWN FULL FOLIAGE, 36" O.C. FULL FOLIAGE, 36" O.C. FULL FOLIAGE, 36" O.C. FULL FOLIAGE, 36" O.C. FULL FOLIAGE, 36" O.C. FULL FOLIAGE, 36" O.C. 24" O.C. 36" O.C. Supplier Sunmark Seeds: 1-888-214-7333 1 GAL. CONTAINER 36" O.C. 4" POTS 18" O.C. Sod per Owner's request Plugs or 4" Pots 18" O.C. 6) Rake beds to smooth, clean and remove all rocks, roots and debris over 1 inch in diameter. Water or roll turf areas to compact soil to 85 percent of maximum. Finish grade shall be at least 3 inches below adjacent hard surfaces for planting areas to allow for application of mulch. Finished grade for turf areas shall be at least 2 inches below adjacent hard surfaces. All planting areas must be mulched with 2 inches of organic material. 6. Plants shall be pit planted with a 50/50 prepared mix of native soil and topsoil mix. See planting details for depth and staking requirements. 7. Fertilize all installed plants during backfill operations with organic fertilizer as recommended by manufacturer. 8. Mulch all planted areas with a minimum 2 inch (2") depth of medium fine bark mulch. Finish grade of mulch shall be one inch (1") below top of adjacent hard surface. 9. All plant material to be nursery grown stock and arrive on -site in a healthy, vigorous, well branched, disease and insect free condition. 10. Plant trees, shrubs and groundcover as shown in the planting details. Roughly scarify sides of the planting pits. Install plant material at finish grade and feather bark mulch away from base of plant. Water plant pits thoroughly midway through backfilling and add fertilizer tablets. Balled and budapped material that cannot be installed immediately shall be heeled in, mulched and watered regularly to keep root balls moist. 11. Provide landscape maintenance immediately after planting and continue until final acceptance. Work shall include watering, spraying, fertilizing, pruning, resetting of plants, restoring eroded areas, adjustments to staking and removal of weeds/debris as required for healthy plant growth. 12. Inspection and acceptance: the owner will make an inspection for substantial completion of the work upon request by the contractor. 13. Replacement of plantings: remove any plant from site that is either dead, or in unsatisfactory condition as determined by the owner or landscape architect. Replace with a new planting of equal size and species as soon as conditions permit within the normal planting season. All replacement plantings are then to be under re -instated guarantee period as specified. Identify those replacements and take whatever measures necessary to prevent similar demise of additional plant material. 14. Provide root barrier in a surround or linear pattern for tree plantings when trunk is located within five(5) linear feet of any paved surface. Deeproot universal barrier #UB18-2 (or approved equal). Install per manufacturer's recommendations. Warranty: The warranty shall include replacing and planting the same size and species of plant material, as shown on the landscape plan and that has been designated, by the landscape architect, to be replaced. Except for loss due to excessively severe climatological conditions (20 year weather charts), installed plant materials are required to be guaranteed until the end of one growing season against defects and unsatisfactory growth, except for cases of neglect or abuse by the owners or others. All plants replaced shall be re -instated under these plant guaranty conditions. SITE FURNISHING SCHEDULE: 1 All products specified on this schedule or supplied as alternates must meet current industry standards for consumer safety and product testing. (At a minimum current: CPSC, ASTM, AWPA, IPEMA Certification) SYMBOL QTY. DESCRIPTION DISTRIBUTOR / MANUFACTURER COLOR BENCHES TRASH RECEPTACLES C- III-11f. 50 native & 50 topsoil mix 0 Fairweather Model AL-2 - 6' Bench With Back Surface Mounted 0 Fairweather TR-2 Recycled Plastic Trash Receptacle - 30 Gal. 2" layer mulch featt away from trunk 50 native & 50 topsoil mix Fertilizer tablets ,1uu,, " 11-1 manufacturer's recommended application rates Fairweather Site Furnishigns 1-800-323-1798 Fairweather Site Furnishings 1-800-323-1798 -al. or 4" potted plant serial Mound soil to form basin c O- C 3" above grade. a�c°j d9a Provide 3" clearance between root ball and Equidistant C edge of planting pit. / spacing knife or sharp blade to cut through bottom half of root ball. Butterfly rootball to bring 0 the root system closer to the surface. Western Red Cedar Slats and Semi -Gloss Black Frame Weathered Wood Recycled Plastic and Black Frame Kiftm*] Install Per Manufacturer's Specifications Install Per Manufacturer's Specifications Groundcover Planting Detail_ (Not To Scale) 2" layer mulch, feather away from trunk Mound soil to form basin 6" -- above grade Fertilizer tablets quantity per III=III- manufacturer's recommended �I II I II II I II II I IILII I I I �I I I� . application rates =1 I I=1 I I-III=1 I I=1 1I- Cut and remove burlap from top 1/2 of 12" greater than ball. Remove all treated or non bio-degradable material. Root ball width Conifer Tree Planting Detail_ (Not To Scale) CANVAS WEB OR RUBBER TREE TIE W 2' MIN a t -a• l v, .0c'c TIZ£! STAKE (2 TYR)� r N- 4PER F.. FIFE,FILLS) FNIEH GRADE WfrH ORFdM ROCK. 4YQ00 .CHIP MULCH SIDEWALK .7-W R40T 9ARRIER- (TYP-, BOTH SIDES) til aacKFILL WITH CLEAN MA-nHE SOIL ulh. R-3dOVE GURLAP FROM TOP 1 OF ROOT FALL NOT In- Gk,..[ '.OYES: {� ADD 3 OF RING MIN Z?( ROCT E#PLL "' ANTING; - F!RMI NhT14E SOIL 1 . Dig hole 2 -3 times the wdlh et the ro-ot ball and as deep as the root boll. DO rlt:t make hole deeper than root ball 2, Remove containers, biodegradob!e pois, synthetic cr treated burlap, wife,twine, �r ropes. Leave natural Durlop fn place one fold bock. Loosen the roots and spread r.. cu- ci rcl ing roots- &. Place top of root boll even with or slightly higher than soil grade or. 41rm soir- trio not cadd soi! arYlendrner.ts w gravel unless approved by Public Works Di>ector. 4. Instal, h"x 2,1" perforated drain pipe; fill with drain rock Pipe shall -lot extend rnwe than 1/2'" Lbove finish grade. 5. Back till with ,Aeon notiyN ,ail. F'rm soil a:-ound tho roa ball; water slowly and thoroughly, 6, 'Mulch around tree with 2-4" wood -chip mulch, boa not place rnulch next to trurlR. DOT BARRIER: 1. Root, barrier shall be rig7d High Ir-tpcct Polyprb'pylene tre ted Witt: UV inhiaitars, minimum IS" hei fit, with '.. 2" raise vertical -ibs G" on center, or approvers equgl- 2. InFtok root barrier in continuousI stria, cento,ed cn tree, next to sidewalk and curb ocoordino to maautQctijr-Pr's ' directions, Exposed edge shall not extend more 1hon 1/2" aaove finished grodp: `-TAKING; 1. Use! 2, 1-1r2' by 8'-0" rebar tree stakes_ Do not drive stake through root gall, 2. Attoch trap to stake with canvos web beltinq or rut:�Der, using a figure-8 formo-Lion. 7 1. Ronnove togs after inspection. dJLV 2u74 PUBLICSTREET TREE PLANTING DWG, NO, WORKS IN PLANTED STRIP 1 3-29 ROW Planting Detail Q --- 2" layer mulch feather -- away from trunk Fertilizer tablets quantity --� Mound soil to form 4" high per manufacturer's �� basin W recommended application rates � Q ''=II�IIIIII� IIIIi I 50 native & = Provide 6" clearance nI= I I 1=) I (=III=III= 50 topsoil = I I-1CZ a) root ball and edgeof lantin III -III -I I 1=1 11- _ P 9 pit. mix - , I -I I -I' V) rh Cut and remove burlap from top =1 I_I I I�! I I I-1 I I-► II I II II I (� Q o 1/3 of ball or completely remove =III=III=1 I1=1I 1=1 =III L ro 00 *remove all treated or container* O Q J p� nonbio-degradable materials Slope conditions 4-1 s Q V o Shrub PlantingDetail � ° Z4-1 ru (Not To Scale) (a lJ \ -J -a LL V / -1 W o 4-1 +.J Q M V) _ 3: / Q ro Orill WrNIV o See Note #14 When Deciduous ^\ ( Trees are Planted in Paved Areas 1/2" Dia. Black Rubber Hose (Typ) 12 Ga. Wire, Twist to Tighten 2" Dia. Tree Stakes (Typ) Tree Wrap as Specified to First Branching. Zo Remove Burlap and Twine (and Wire Baskets) Z _ Off Top 1 /3 of Rootball Finish Grad LO2" Mulch Layer Feathered Away from Trunk Planting Bed-, 3" Water Basin 1 L - Paving Root Barrier 4' to 5' dia. Ring (see note #14) °° Break Sides and Bottoms of Planting Pit to Allow for Root Penetration Planting Mix as Specified T-Z> Fertilizer Tablets as Specified REVISION 2X Min. Dia. Rootball Compacted Soil Base No. Date By Fertilizer Tablets as Specified 1 15 Mar. 2018' YSL NOTES: Revisions per city 1. Plant Tree 1 Inch Higher Than Depth Grown In Nursery. Tree Pit Shall Not Be Less Than (2) Times Diameter of Rootball. comments 2. Rootbarrier Shall be 12 In. Deep and 8 L.F. on Each Side of Rootball Adjacent to Curbs and Paved Surfaces. 2 11 May 2018 YSL 3. There Shall be a Minimum Rootball Diameter of 10 In. Per Trunk y _ Caliper Inch as Measured 6 In. Above Rootball. ReVIS1011S per city Tree w/Root Barrier comments:- Planting Detail Scale As Indicated (Not To Scale) Designer Sheet No. YSL Project Manager MFW L-2 Principal KBR Date of 2 Sheets o Dec 2os Phase CD rt N TREE CALCULATIONS: Per FWRC 19.120.130 Zoning for Site = BN (Neighborhood Business) 20 Tree Units per Acre x 2.21 Acre = 44.2 Units Required 57.5 Tree Unit Credits Proposed (See Sheet L-2 Plant Schedule for Credit Breakdowns) No existing trees will be retained on this site. Trees located in the proposed building footprint and parking areas will be removed as part of construction. Perimeter trees on the North and East property lines are a mix of mature Alder, Big -leaf Maple and Black Cottonwood. Construction activity in their critical root zones would compromise established root systems and reduce the viability of the trees. These tree species are also not suitable for planting in denser urban areas. Alder and Cottonwood are weak wooded and short lived while Big -leaf Maple grow habits are wide, open branching and an extensive root system that required large areas free from impervious surfaces. The five Norway Maples located on 21 st Avenue SW will be removed to accommodate new street frontage improvements. REPLACEMENT CONIFER TREE (TYP.) REPLACEMENT DECIDOUS TREE (TYP.) REPLACEMENT CONIFER TREE (TYP.) Tree Protection Zone - FWRC 19.120.160 12" radius of setback for every 1" of tree diameter measured at 4.5' above adjacent grade PROPERTY LINE PROPOSED STREET TREE -' (NOT COUNTED TOWARD REQ. SITE TREE CREDITS) .A4®S *LYAV CJVJ 111NU J 1 PCGC 1 1 r,r=0 1 V BE REMOVED FOR STREET IMPROVEMENTS Tree Retention/Replacement Plan PROPERTY LINE EXISTING SIGNIFICANT TREE LEGEND NM NORWAY MAPLE OA OREGON ASH RC WESTERN RED CEDAR EXISTING NON -SIGNIFICANT TREE LEGEND AL RED ALDER BC BLACK COTTONWOOD BM BIG LEAF MAPLE _9c EXISTING TREE TO BE REMOVED EXISTING SIGNIFICANT TREE TO BE REMOVED EXISTING SIGNIFICANT TREE TABLE TREE DBH SPECIE S T1 18" NM T2 14" N M T3 14" NM T4 16" NM T5 16" NM T15 12" OA T48 20" RC EXISTING NON -SIGNIFICANT TREE TABLE TREE DBH SPECIE S T6 15" AL T7 15" AL T8 14" AL T9 12" AL T10 20" AL T11 17" BM T12 14" AL T13 16" AL T14 16" AL T16 18" AL T17 18" AL T18 27" BM T19 18" AL T20 1811 8" BM T21 18" BM T22 14" AL T23 14" AL T25 16" AL T27 14" AL T28 14" AL T29 14" AL T30 12" AL T31 14" AL T32 14" AL T33 16" AL T34 16" AL T35 1611 6" AL T36 16" AL T37 16" BM T38 1611 6" BM T39 18" BM T40 CLUMP BM T41 14" BM T42 14" BM T43 12" BC T44 16" BC T45 1611 6" BC T46 16" BC T47 1411 BC T24 & T26: OFF -SITE TREES SCALE: 1 20'-0" 0 10' 20' 40' z Q J d Z w 7> U Q J a w CLOO 0 O Z w H w ry w a) ro O LI) ru -17 4,1 L O L_ O Z Ln Q ro v V O U J J Ln 0 LA _Q ro 0_ ru U i L r) O O 00 Q M ro LL s V) M t11 O ri O N REVISION No. Date By 1 15 Mar. 2018 YSL Revisions per city 2 I11 May 2018 YSL Revisions per city comments' - Scale 1"= 20'-0" Designer YSL Project Manager MFW Pdnclpal KBR Date oS Dec 201 Phase CD Sheet No. TR-1 of I Sheets H NOTE: MAINLINE, LATERAL LINE, AND VALVE LOCATIONS ARE 5E SHOWN DIAGRAMMATICALLY ON PLAN - LOCATE IN PLANTING BEDS ALIGNED WITH PAVED SURFACES. r �I I 6a - PROPERTY LINE ! NOTE: MAINLINE, LATERAL LINE, AND VALVE LOCATIONS ARE SHOWN DIAGRAMMATICALLY ON ARRIATION WATER PLAN - LOCATE IN PLANTING BEDS (� : METER BY OTHERS. ALIGNED WITH PAVED SURFACES. I REFER TO IRRIGATION NOTE # 15 FOR CONTROL VALVE MAIN LINE (TYP.) r ADDITIONAL P.O.C. -- _ -_ � -_--___�_-------�- � INFORMATION.4PROPERTY 3Sa PROPERTY ILI E ��X I LA 2a LINE u --_----x--x—:ff5a -- - I 4a 4a ' I 4a 4a 5a75 ___------------ - I� NC ------- 5a------- ----- -- - �?I -- - a�`I --- i, ------ -- L11 ------ I 4 4a a ii I 4a I I a 5-------- CI -,- - -- --- - .] -- - a a C] V -- K-COUPLING VALVE (TYP.) BACKFLOW PREVENTION ° 2a ( I ASSEMBLY GATE/BALL VALVE (TYP.) 2 V u 101 1 PROPOSED DETENTION t.7C WATER QUALITY AREA I a ( I ROW IRRIGATION IS O PROVIDED ON A;SEPA'RATE M B BFP Q I VALVE. PERMIT REQUIRED BX CITY FOR INSTALLATION IN FLOW I THESE LOCATIONS �< ❑ BUILDING A j 2 I I INSTALL RAIN SENSOR INLOCATION WHERE I � � � ( @ PRECIPITATION CAN BE MEASURED ACCURATELY - SEE GENERAL NOTE C. ! RAIN SENSOR (TYP.) o ° v I is A -_J t�11 1 O x w hvy . v v IN ° ° x SLE - - - - - - E - V G (TYP.) II ° a n I �•I .. a 3T a a ° ° LATERAL LINE (TYP.) I COORDINATE IRRIGATION ROW LINE (I I CONTROLLER LOCATION WITH -'� _ PROJECT MANAGER. INSTALL IRRIGATION CONTROLLER TO BE °> I;! IRRIGATION CONTROLLER 60" ABOVE I INSTALLED WITHIN A STAINLESS STEEL 1 FINISH FLOOR ON EXTERIOR WALL OF PEDESTAL ENCLOSURE. VERIFY s ( LOCATION OF CONTROLLER WITH ° I SPECIFIED MECHANICAL: ROOM,' I BUILDING CONTRACTOR TO PROVIDE ° a OWNER AND CONSTRUCTION I POWER TO CONTROLLI�gLOCATION. ° SUPERINTENDENT / MANAGER. I RUN 11%2" DIA. CONDUIT FROM I �I ( IRRIGATION CONTROLLER LOCATION I ' I TO IRRIGATION MAIN LINE. FLAG ALL g I EXISTING I LOCATIONS. °I x x BUILDING BUILDING C o I I 0 �� I � a 1 v -- -- ; I NED (� CO NOTE: MAINLINE, LATERAL LINE, ` �I I ; U a AND VALVE LOCATIONS ARE M a,l O SHOWN DIAGRAMMATICALLY ON PLAN - LOCATE IN PLANTING BEDS ALIGNED WITH PAVED SURFACES. W CUNT VAL I ' o Z O NOTE: MAINLINE, LATERAL LINE, LATERAL LINE (TYP.) � , �m m �U ° AND VALVE LOCATIONS ARE -- - 14 - I ROW LINE Z I SHOWN DIAGRAMMATICALLY ON < 0(n I ! PLAN - LOCATE IN PLANTING BEDS Z _ __8 - - -- - �N , I I Z ALIGNED WITH PAVED SURFACES. 8a 8a w i a _ I p C n ° a P MAIN LINE (TYP.) ° II t L: , i Jti ROW LINE --- - -- n — ----- » » » - » » I LINE »_ �/ ( 2_ D D - %_J Ln V V V ROW IRRIGATION IS PROVIDED ON A SEPARATE -}-- jam-►'-i I - 2 VALVE. PERMIT REQUIRED BY CITY FOR INSTALLATION IN I THESE LOCATIONS `A1'S °LVAV I.LSIa Irrigation Plan ^ � o � , o z ;► n A -- A Uz Z Z 0 *J-mew H mail 4330 N Lexington St �.:,W Tacoma, WA 98407 V"} F- W location u 45SB St Helens Ave Tacoma, WA 98402 < t,253.272.4848 f.253.276.0132 www,bradtree.coin info@ radtree.com aC16 STATE OF WASHINGTON REGISTERED LANDSCAPE A . CHITECT le radl o! 5 L. N Q M O a) Cy) r 4-1_V L Q zGJ ° r r0 �--J CIDO ro V � J � LL O ) L ,ul i < M Ln - +-, n o 0 v o N z e � t!1 REVISION No. Date By i 1 15 Mar. 20181 YSL Revisions per City commen s 2 11 May 20181 YSL Revisions per 'city commen s �� Scale 111 = 20'-011 Designer SCALE: 1 "=20'-Or' YSL IliProject Manager MFW 0 10' 20' 40' Pdndpa, KBR Date oS Dec zo: Phase CD Project No. 1 O1 Sheet No. I R-1 of 3 Sheets IRRIGATION EQUIPMENT SCHEDULE: HUNTER IRRIGATION EQUIPMENT SHOWN IN SCHEDULE. TORO, RAINBIRD, WEATHERMATIC OR EQUIVALENT IRRIGATION EQUIPMENT MAYBE SUBSTITUTED, WITH LANDSCAPE ARCHITECT'S WRITTEN APPROVAL ONLY. SYMBOL DESCRIPTION P.S.I. RADIUS HUNTER MPLCS515, MPRCS515, MPSS530 STRIP ROTATOR HEAD, WITH MATCHED PRECIPITATION RATES 30 4'x28', 4'x14' HUNTER MP1000 ROTATOR, 12' ADJUSTABLE ARC AND RADIUS NOZZLE, WITH MATCHED PRECIPITATION RATES 30 12' ® HUNTER MP2000 ROTATOR, 17' & 18' ADJUSTABLE ARC AND RADIUS NOZZLE, WITH MATCHED PRECIPITATION RATES 30 17'-18' C ° a, HUNTER MP3000 ROTATOR, 27' ADJUSTABLE ARC AND RADIUS NOZZLE, WITH MATCHED PRECIPITATION RATES 30 27' �' pG HUNTER MP CORNER ROTATOR, 12' RADIUS HEADS, ADJUSTABLE ARC NOZZLE, WITH MATCHED PRECIPITATION RATES 30 12' HUNTER PRO -SPRAY SHORT RADIUS NOZZLES - 4' RADIUS 30 4' � HUNTER PRO -SPRAY SHORT RADIUS NOZZLES - 2' RADIUS 30 2' ap ® HUNTER PRO -SPRAY POP-UP SPRAY HEADS, 5 NOZZLE 30 6' o o HUNTER PRO -SPRAY POP-UP SPRAY HEADS, 8 NOZZLE (FOR ADJUSTABLE ARCS, TT AND TQ HEAD USE NOZZLE 8A) 30 8' HUNTER PRO -SPRAY POP-UP SPRAY HEADS, 10 NOZZLE (FOR ADJUSTABLE ARCS, TT & TQ HEAD USE NOZZLE 10A) 30 10, o` ® HUNTER PRO -SPRAY POP-UP SPRAY HEADS, 12 NOZZLE (FOR ADJUSTABLE ARCS USE NOZZLE12A) 30 12' �` 1 ,j • HUNTER PRO -SPRAY POP-UP SPRAY HEADS, 15 NOZZLE (FOR ADJUSTABLE ARCS USE NOZZLE 15A) 30 15, ®s e O HUNTER PRO -SPRAY POP-UP SPRAY HEADS, 17' NOZZLE (FOR ADJ. ARCS, T, TT, TQ, & F HEAD USE NOZZLE 17A) 30 17' p 0 p ■ HUNTER STRIP PATTERN - L CORNER, R CORNER, SIDE STRIP, END STRIP, & CENTER STRIP 30 5'x30% 5'x15' O BRASS GATE VALVE - RuB Ball Valve - Model S95F43 (Round Handle) - SIZE TO FIT MAINLINE BFP BACKFLOW ASSEMBLY - FEBCO LF850 (SIZE TO MATCH METER) AUTOMATIC CONTROL VALVE, HUNTER PGV, SEE VALVE KEY 1-1/2" WATER METER (BY OTHERS - COORDINATE POC WITH CONSTRUCTION MANAGER) O QUICK COUPLER - HUNTER HQ-44-LRC-AW RAIN SENSOR - HUNTER RAIN-CLIK-WIRELESS RAIN SENSOR (WRC-INT) OR EQUAL, SEE GENERAL NOTE C O CONTROLLER - HUNTER I -CORE WITH DUAL (12 STATION EXTERIOR, WALL MOUNT, PLASTIC ENCLOSURE) CLASS 200 PVC LATERAL LINE PIPING, SIZE PER PLAN — — — — — — 2" SCHEDULE 40 PVC MAIN LINE _ _ _ _ _ — CLASS 200 PVC SLEEVE 2X PIPE DIAMETER, 4" MIN. #14 AWG TYPE OF CONTROL WIRE, RED = SIGNAL, WHITE = COMMON, ORANGE= SPARE Not Shown DRIP EQUIPMENT SCHEDULE: SYMBOL DESCRIPTION P.S.I. GPH HUNTER DRIP LINE - PLD-04-12 (12" EMITTER SPACING x 12" ROW SPACING) 15-50 .40 HUNTER DRIP LINE - PLD-04-18 (18" EMITTER SPACING x 18" ROW SPACING) 15-50 .40 HUNTER DRIP LINE - BLANK TUBING (HEADER) - PDL-BLNK-18 — — 1" CLASS 200 PVC SUB -MAIN LINE (FOR DISTRIBUTION TO HEADERS) AR AIR/VACUUM RELIEF VALVE (PLACED AT HIGH POINT OF ZONE) LINE FLUSHING VALVE DRIP ZONE CONTROL KIT - PCZ-101-40 (INCLUDES CONTROL VALVE, 40 PSI PRESSURE REGULATOR & FILTER) la NOTE: DESIGN ASSUMES 50 PSI STATIC WATER PRESSURE AT POINT OF CONNECTION AND 30 PSI DESIGNED PRESSURE VALVE KEY w J > N _,o_ c� d (D o 1 1" 11.77 2 1" 16 MAX DRIP 3 1" 16 MAX DRIP 4 1" 16 MAX DRIP 5 1" 16 MAX DRIP 6 1" 16 MAX' DRIP 7 1" 16.37 8 1" 16 MAX DRIP 9 OPEN OPEN 10 OPEN OPEN 11 OPEN OPEN 12 OPEN OPEN SIZE PIPING AS FOLLOWS: 0 - 8 GPM = 3/4" PIPE 9-16 GPM = 1" PIPE 17- 24 GPM = 1 1/4" PIPE 25 - 32 GPM = 1 1/2" PIPE 33 - 50 GPM = 2" PIPE NOTES; 1. DO NOT ALLOW VAULT TO REST ON PIPE. 2. USE MANUFACTURERS VALVE BOX EXTENSIONS AS NECESSARY 3. PROVIDE 2 CUBIC FOOT DRAIN ROCK SUIMP IN EACH VAULT. 12" MIN. 18" MIN. 0 � 00000 o�oggU,OOo Oo OoOoCYo�Q� , 0 000 O00 �o po D o0 o p �000 0000�, Control Valve Assembi (Not To Scale) DO NOT ALLOW VAULT TO REST ON PIPE. —UINIUN, I YNIUAL GATE VALVE FROM METER Main Assembl (Not To Scale) NOTES 1. DO NOT ALLOW VAULT TO REST ON PIPE. USE EXTENSIONS AS NECESSARY. 2. VALVE TO BE SET PLUMB. 3. CONTRACTOR TO PROVIDE QCV KEY WITH SWIVEL HOSE ELL ATTACHED 4. PROVIDE 6" DEPTH DRAIN ROCK. AUTOMATIC CONTROL VALVE -SEE SCHEDULE FOR MANUFACTURER AND SIZING UNION, TYPICAL FLUSH W/ FINISH GRADE NBS PRO SERIES VALVE BOX OR APPROVED EQUAL -VAULT TO EXTEND MIN. 6" BELOW VALVE. USE EXTENSIONS AS NECESSARY.TWO VALVES PER VAULT MAXIMUM SCH 80 PVC NIPPLE, TYP. PVC 90 ELBOW S x TH MAIN LINE FLUSH W/ FINISH GRADE CARSON STANDARD VAULT OR EQUAL QUICK COUPLER SS HOSE CLAMP (3) SCH 80 PVC NIPPLE BRASS ST. ELL & 90%%127 ELL SCH 80 PVC NIPPLE, 12" LENGTH BRASS TT 90 AND 3" LENGTH SCH 80 PVC NIPPLE STEEL 'T' FENCE POST, 36" LENGTH MAIN LINE Quick Coupler (Not To Scale) FLUSH WITH FINISH GRADE DOUBLE CHECK VALVE FEBCO 850 (MATCH METER SIZE) QUICK COUPLER VALVE MASTER VALVE NBS PRO SERIES VALVE BOX OR APPROVED EQUAL. SIZE & QUANTITY AS REQUIRED DRAIN ROCK, 6" DEPTH THROUGHOUT SPRAY OR BUBBLER NOZZLE FLUSH W/ FINISH GRADE IRRIGATION REQUIREMENTS: GENERAL NOTES A. IRRIGATION DESIGN ASSUMES XX PSI STATIC WATER PRESSURE IS AVAILABLE ON SITE. VERIFY STATIC WATER PRESSURE IN FIELD PRIOR TO CONSTRUCTION. NOTIFY LANDSCAPE ARCHITECT IF STATIC WATER PRESSURE IS LESS THAN 55 PSI. IRRIGATION DESIGN IS BASED ON 30 PSI. B. USE 4" POP-UP HEADS WITHIN ALL LAWN AREAS AND 6" POP-UP HEADS WITHIN ALL SHRUB AREAS. 12" POP-UP HEADS ARE OPTIONAL IN SHRUB BEDS WITH OWNERS REQUEST. C. RAIN SENSOR TO BE INSTALLED ON SOUTH OR WEST SIDE OF BUILDING, AT A MINIMUM OF 8 FEET ABOVE GRADE WHERE SENSOR IS FREE FROM VANDALISM, TREE CANOPIES, BUILDING OVER HANGS OR OTHER STRUCTURAL / NATURAL RAIN IMPEDIMENTS. COORDINATE LOCATION WITH CONSTRUCTION MANAGER. IRRIGATION NOTES 1. PLAN IS DIAGRAMMATIC. VERIFY LOCATION OF STRUCTURES, UTILITIES AND OTHER SITE ELEMENTS PRIOR TO COMMENCING WORK. NOTIFY PROJECT MANAGER OF ANY CONFLICTS. 2. CONTRACTOR TO TEST EXISTING WATER PRESSURE AN PROVIDE WRITTEN REPORT TO PROJECT MANAGER PRIOR TO COMMENCING WORK. 3. REVIEW ALL IRRIGATION DETAILS PRIOR TO COMMENCING WORK. 4. REFER TO EQUIPMENT SCHEDULE FOR ALL IRRIGATION HEAD TYPES AND EQUIPMENT. 5. PROVIDE 2 (TWO) SPARE WIRES FROM THE CONTROLLER TO THE FURTHEST VALVE LOCATIONS FOR FUTURE EXPANSION. 6. STAKE ALL VALVE BOX LOCATIONS FOR APPROVAL. 7. SET VALVE BOXES SQUARE TO ADJACENT BUILDING, CURB OR PAVING. 8. ALL IRRIGATION UNDER ROADS, WALKS, PARKING AREAS OR OTHER PAVED SURFACES SHALL BE SLEEVED. SLEEVES SHALL BE 2 (TWO) TIMES THE DIAMETER OF THE INSERTED PIPE OR AS INDICATED. 9. ALL PIPING IS DIAGRAMMATIC. PIPING SHOWN WITHIN PAVING OR ADJACENT / PARALLEL TO PLANTED AREAS ARE INTENDED TO BE PLACED WITHIN PLANTING BEDS WHERE POSSIBLE. ALL MATERIAL TO BE INSTALLED ON OWNER'S PROPERTY. 10. MAKE ANY AND ALL REQUIRED ADJUSTMENTS TO THE IRRIGATION PLAN TO ASSURE COMPLETE AN ADEQUATE COVERAGE WITH MINIMUM OVER SPRAY. 11. WHEN SLEEVING, PIPING OR HEAD LAYOUT IS REQUIRED IN R.O.W., CONTRACTOR TO COORDINATE LOCATION WITH THE PROJECT ENGINEER PRIOR TO CONSTRUCTION. INDICATE EXACT LOCATION OF SLEEVES AND PIPING ON THE AS -BUILT DRAWINGS. 12. PLACE TRACE WIRE ON ALL IRRIGATION PIPING AT OWNER'S REQUEST. 13. LATERAL LINE SHALL HAVE MINIMUM 12" OF COVER AND MAINLINES A MINIMUM OF 18" COVER. 14. PROVIDE MANUAL DRAINS AT ALL LOW POINT ON THE MAIN LINE AND RECORD ACCURATELY ON AS -BUILT DRAWINGS. 15. LOCATE IRRIGATION BACK -FLOW PREVENTOR DOWN -STREAM OF SITE WATER METER (WATER METER BY OTHERS). VERIFY LOCATION WITH PROJECT MANAGER PRIOR TO COMMENCING WORK. 16. COORDINATE LOCATION OF CONTROLLER WITH PROJECT MANAGER. INSTALL CONTROLLER AT 60" ABOVE (FINISH FLOOR / FINISH GRADE) ON EXTERIOR WALL OF (BUILDING). PROVIDE A 110 GFI POWER OUTLET AT CONTROLLER LOCATION FOR POWER SUPPLY. PROVIDE CONDUIT FROM IRRIGATION CONTROLLER LOCATION TO OUTSIDE PLANTING BED. FLAG ALL LOCATIONS. NOZZLE & BODY PER SCHEDULE AND PLAN. USE BOTTOM INLET ONLY (2) 1/2" MARLEX ST. ELL 90 12" MIN. SCH 80 PVC NIPPLE, MIN 8" LENGTH �— 1/2" MARLEX STREET ELL 90 \—SCH 80 PVC FITINGS, TYP. CL 200 PVC LATERAL, TYP. SIZE AS INDICATED ON PLAN Pop-up Head_ (Not To Scale) W n Cz L i W s Q O 0 0 s 0) z ,� -� Q (� v Uj 4-J ro U N (1)___I J L (U O Lo L s u7 s M W cn Q -� i -J-+ '4Q � o U ro U N N to Z L z O V ry W REVISION No. Date By 1 15 Mar. 2018, YSL Revisions per city 2 11 May 2018 YSL Revisions per city Scale As Indica Designer YSL Project Manager MFW Principal KBR C 201 Sheet No. IR-2 of 3 Sheets Phase CD FAUX STORAGE UNIT DOORS BEHIND GLAZING MAAX_+HEIGHT RIDGE _ V ELEY 31'-6" I LEVEL -3 m L.E.V..EL -2 ELEV + ,t�� L—EVEL -1 _ � ELEY + 0'-0" DS — BYND r� LEVEL -1 �T ELE-V + 0 -0 REFER ALSO TO PLANS 4 SCHEDULE SOL.lT�-4 E-=I- E-= T f Or--� 1/011 = 1'-011 IICa 12'-0'I PERT 6IDING-CP32 25'-0" I. 25'-0" I/a" 11-m" III I I■��IIIIIWIIv �!: - �MA_X HEIGHT RIDGE ELEV + 31'-6" LEVEL -3 ELEV + 20'-0' OEM �LEVEL -2 LEv EXTERIOR GRADE LEVEL -1 _ ELEY + 0'-011 29 90 DS —/ 31-311 FINISH - BYND GRADE ti{.VV I V I-Ll-11 `lV 4 SCHEDULE LEVEL -i ELEV + 0'-0" BYND HORIZ. SIDING - 12" B-DECK - - BF36 '�I GO ice' T �-4 E-= L- E-= \,00001,4 T 1 O rl-� A--� T.O. FRMG 'Qp ELEY + 31'-6° I— NITS Q M 00 �00 ^j ID � Q V a N O O N x ® C) U) N W C2- Z�ED V Wa N N M ~ In W WO Z F- Q Ln N 1✓ 0 a W E E z 4.1 fo U O fo 0) cL 4. Z-z L •� _ O 0� -L J adµ. - O Q D0 c AD g }- M� $ a gam, FRh1G �, 1 - z :5 Q f- H z N gZ oho 8 a 8 Qa�ms D r UU ¢ oNY o w p 0 a N w�2 a3 O �; �. --- w lNp w W N N ooW HORIZ. SIDING 12" B-DECK BFMO - LEYE = _ � ELEY '-0" C o a ^ ' ° 4I a' LL o o LEVEI. rvooDS 3'-3" —C)s ELEv 'Ln BYND BYN� z a U Y 0 V a N ..0 U r V O 4—J f\u n w ^/ _W W � � U � a N N � N 0 � Q� O U di T u- � ti O tL U 15 T�zX: £ o N ° z° 41 `; �Qt�O._P_ARAPET _ `rELEV + 31'-6" BEVEL -1 \-�LEV + 20'-0" - - A-,�EVEL -2 \JFELEV + 10'-0" - �I EVEL -1 _ ELEV + 0'-0" -- D 1 C 1 C t�.0. PARAPET LEVEL -1 y1! + 20_-011 QLEEVVEL -2 - �1ELEV + lID'--0- LEVEL_ -1 _ nD rC rB rA) An rB) rC) rD) I/a" 1/8" = 1'-011 � � S T L. EH \/.4 T f ON rA� 1/$" = 1'-011 NTS N ri M 00 O�u N (no N - H Z o O LL � N U.]Z ..-a �O�E =17 0 N O Li z F F- Q uy N C O a W E z V C V O � 4-J J J () N 4-J fu 0) CL N c O Z . o > ) W N L � � O 0o fo L. O V) 41 z t .2 v0 a C) U Nzo��i 3wtn rn3� � z Ln o! z G O z = Z mF O U = W Q o zz5 z p Q LL a Lu o = o cos wok a U)3k�owo wwz�� w^3 0 V Q > LCD 0 z 0% p > N O o U- N o 0 06 V V) .(n U u a� a t U ' ^ V I O -�--� a � w \ Q W .n � U � � d I- N � 12" STANDING SEAM METAL n PANEL e 0 BF36 PANEL w .o n 1 CP32 VERTICAL SIDING U o ,..� O N O a z m ,g--\MAX_FARAPET HEIGHT 'I-WELEv + 33,-o,, ,gr-\ LEYtL -I —ELtV &-,L�EL -2 "-w ELEV + ll'-O" LEVEL - I N CANOPY BYNID MAX PARAPET HEIG ELEV + 33'-o" LEVEL -I ELEV + 22-011 LEVEL -2 ELEV + ll'-O" rl LEVEL - I CV E-= � S T E-= I- E-= T I (::::> lr-. I/all = 11-011 c c 0 a ij4 luj_ =3 GUTTER SYSTEM W/ 0.5 ff0 F] ELEVATOR SHAFT ENCLOSURE BEYOND BYND, REFER TO CIVIL DRAWINGS A =3 u- I f-- FAUX 1211 1211 id) 5T,4KDJNkS- STANDING I GLAZING 5E A3 !!; 1! 9 ass — ~-CONCRETE CONCRETE WALL FINISH REFER TO GRADE STRUCTURAL DS /BYND I— NT& . L 1� 12" STANDING SEAM METAL PANEL BF36 PANEL CF32 VERTICAL SIDING Q m C) � 00 0 O 0 D 0 ro Z2 O r1i uj , Q" -§' z"', 0 V) 1�r V) O L.uLu z Lr) 0 E z fu u 49 c 0 u 0 4-1 V) u i -i U E 4-J fu 0) CU c- 0 _0 =3 tJ to ro -i Jc 0 zF- t 0 41 r- U) U >1 u c: (1) 0) < 0 o M 0 r'4 r z 0 C) m LL rroo 2, 1-4 1-1 C14 to =3 A Ln U) X (3) V) c- 0 4-J x X x > (3) ui X X Ln co izz Q 0 4aQl4T�-4 E=— L- EE \w0000004 T I Owl I/V" CMAX PARAPET ELEV + 33'-0" IN ELEV + 22-0" LEVEL -2 _ e ELEV + 11'-0" N 3'- 1 LEVEe-v-iT ELEv CAP — FLASHING i i REFER TO BOTH STRUCTURAL AND CIVIL DU65 BOTTOM OF POND, REFER TO CIVIL DRAWINGS m HORIz. SIDING 12" B-DECK BF36 �'I� ��WINIIIINlIIlNIINII811N�NN111NN11NIN11N1NNI1 r'r© zr fo. 109, WE=- e�7 E=-i--E=- \,,0000..4 I 1 OI � 1/S" = 1'-0" 1 V Q� o0 I� IN �-�0 FINISH ---*- GRADE 3 -3 DS II BYND NTS 12" STANDING SEAM METAL PANEL BF36 PANEL 1 I CP32 VERTICAL SIDING N n M C 00 i Q N N a a� Ln LL�H O O Lo W Z WOE i~i �O Q a V) � 2 WW Z f"' Q Ln N v O i d i CE C z fu IT S_ u O 4—J J J U to 0) cL 4� i a° _ •— > m o fu i O N Z v N 0 a v v W O U 2 c� zo=oo Lo fox W Q ozN¢ Q U- o irow�- p O Mom!: N wW� W H a � w3o�o V N Q o i o, 'j 0 0 N v U/ V) � (n 1--1 .Q v Y x V v L U O 4—J x � X L _Q W v a 0 0 0 N �5 6 0 o ;v 10 QL u U a u w O T c Nv o v 0 ■ N o z RAMP WALL, WHERE OCCURS 2(o' TOP HINGE (1800 SIDING) 4a E C T f 1_I. ill = 11-011 MOUNT SIGN ON P05T OR BUILDING AT HANDICAPPED SPACE TYPICAL HANDICAPPED PARKING STALL (LOCATE PER PLAN) INTERNATIONAL SYMBOL OF ACCE55 PAINTED ON PAVING VAN ACCE5515LE STALL (TYP) MIN. EE T .,.4f1_ CMU TRASH ENCLOSURE WITH CHAIN LINK GATE WITH COLORED SLATS NOTE: ALSO PROVIDE SLEEVE AND CONCRETE FDN TO SECURE GATE IN OPEN P051TION --12"xl8" SIGN PER 2 1. GATE SHALL CONSIST OF 8'HIGH BY 9 GAUGE GALVANIZED STEEL FABRIC. ALL POSTS, CROSSBARS AND GATES SHALL BE GALVANIZED AND VINYL COATED (BLACK). 2. TENSION WIRE SHALL BE PLACED WITHIN THE LIMITS OF THE FIRST FULL FABRIC WEAVE. 3. TOP AND BOTTOM SELVAGE KNUCKLED, TYPICAL. GENERAL FENCING NOTES: MEMBER I.D. PIPE (IN.) WEIGHT /FOOT (LB5.) TOP RAIL 4 BRACE RAIL 1 1/4 2.21 LINE AND BRACE POST 2 3b5 END, COWER 4 PULL POST 2 1/2 5.19 GATE POST 3 I/2 9.1 CHAIN LINK PENCE SHALL BE SLATTED, COLOR OF SLATS TO BE SELECTED BY OWNER 1. FENCE SHALL CON515T OF 6' HIGH BY 9 GAUGE GALVANIZED STEEL FABRIC. ALL POSTS, CROSSBARS AND GATES SHALL BE GALVANIZED AND VINYL COATED (BLACK). 2. TENSION WIRE SHALL BE PLACED WITHIN THE LIMITS OF THE FIRST FULL FABRIC WEAVE. 3. TOP AND BOTTOM SELVAGE KNUCKLED, TYP. LANDSCAPE 4. REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION. PER PLAN GENERAL FENCING NOTES: MEMBER ID. PIPE (IN.) WEIGHT/FOOT (11-55) TOP RAIL 4 BRACE RAIL 1 1/4 221 LINE AND BRACE P05T 2 3b5 END, CORNER 4 PULL POST 2 1/2 5.19 GATE POST 3 1/2 9.1 NOTE: MOUNT SIGN ON POST WHERE POSSIBLE 2" DIA. G.I.P. SCH. 40 NOT TO SCALE 26'-O" MAX COORD GATE DESIGN W/ GATE / FENCE SUPPLIER TOP HINGEI (IWO SWING) "F" Il- F BOTTOM HINGE I.14' 41 11 I.I (180 DEGREE 14 A I I L... IJ� II II . r11' 1-1 . 11d II I I'd II LJ RESERVED PARKING Ek�' STATE DISABLED PARKING PERMIT REWIRED I I VAN ACCESSIBLE ANCHOR ROD NOTE: ALSO PROVIDE SLEEVE AND GONG FDN TO SECURE GATE IN OPEN POSITION THIS SIGN AT VAN ACCESSIBLE SIGN CONCRETE GATE POST 3 O 1.._ 1— � F;R�� VOT TO SCALE 10'-0" MAX 1-1/6" O.D. LINE POSTS (TYP.) 6 GA. ALUM. WIRE TIES 12" O.C. (TYP.) FABRIC 1-1/2" (MAX.) FROM FINISHED GRADE F a 64 DUCTILE IRON PIPE, rH CONCRETE ED FOR DRAINAGE 41NT YELLOW ETE SLAB ETE KNUCKLED SELVAGE AT TOP 4 BOTTOM (TYP.) 1-5/8" O.D. TOP RAIL BALL CAP WITH SET SCREW OR WELDED TERMINAL OR CORNER POST 2-3/8" O.D. 2" MESH CHAIN LINK FABRIC 8 GA✓9 GA. CORE (COLOR COATED FENCE) 9 GA. (GALVANIZED FENCE) TENSION BAR (TYP.) TENSION BAR BANDS/ CLIPS a 12" O.C. TENSION WIRE WITH 6 GA. GALV. HOG RINGS 10 15" O.G. SLOPE TO DRAIN (TYP.) FINISH GRADE CLASS 'C' CONCRETE FOOTING COMPACTED SUBGRADE ,1_ID11 5 O 4J J J cn , �, �. 4—,J 0. m W L � � � � O m .L2 (n fo J 4 J L. O N �z t !k O _� 41 a` v D oN =o No�w�a 2 w w w N N 0 z N o a o U�VU�O 0 o U ��1z=5 3 -=off J O o�zd Q}zw H LL N¢b'Za3 w Wws� � ��gf I� V c- 0) QCD O �> 0 c) Q, I� � o a) a 7 Lo �I U $ V �- G) v ■W fo .-J Q � w 4-J U0 'a U a � a�