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II �I t ! u 1 ---------------------------------- i GRAPHIC SCALE 80 0 40 80 160 CELEBRATION SQUARE HWY. 99 & SOUTH 324TH STREET PACIFIC HIGHWAY SOUTH 320 BUILDING I PHASE B L FOR PERMIT USE ONLY PHASE B 3,194 CY CUT 250 CY FILL 2,944 CY NET THE CIVIL SITE PLAN IS NOT A HORIZONTAL CONTROL PLAN. ALL SITE LAYOUT SHALL BE IN ACCORDANCE WITH THE DIMENSIONS SHOWN ON THE ARCHITECTURAL SITE PLAN. PACIFIC HIGHWAY SOUTH � ICI Call 2 Working Days Before You Dig 1-800-424-5555 Utilities Underground Location Center (ID,MT,ND,OR,WA) I PERMIT NO. 1 1-105020-00—UP PRECON/INSPECT (253) 835-2732 APPROVED DATE SITE DATUM HORIZONTAL DATUM: BASED ON THE PLAT OF CENTURY, VOLUME 104, PAGES 68 - 72, KING COUNTY, WASHINGTON. VERTICAL DATUM: CITY OF FEDERAL WAY NGVD-29 ORIGINAL BENCHMARK: CITY OF FEDERAL WAY BENCHMARK NUMBER 2172-63-1 SOUTHEAST BOLT ON SIGNAL POLE BASE AT NORTHWEST QUADRANT AT SOUTH 324TH STREET AND PACIFIC HIGHWAY SOUTH. ELEVATION = 405.747 SITE BENCHMARK: CITY OF FEDERAL WAY BENCHMARK NUMBER 2172-57-1 NORTHEAST BOLT ON SIGNAL POLE BASE AT SOUTHWEST QUADRANT AT SOUTH 320TH STREET AND PACIFIC HIGHWAY SOUTH. ELEVATION = 414.819 UTILITY INFORMATION UTILITY PROVIDERS: TELEPHONE US WEST LDA GROUP SANITARY SEWER P.O. BOX 625001 LAKEHAVEN UTILITY DISTRICT LITTLETON, CO 80162 31627 FIRST AVENUE SOUTH 1-800-526-3557 P.O. BOX 4249 FEDERAL WAY, WA 98063 WATER (253) 941-1516 LAKEHAVEN UTILITY DISTRICT 31627 FIRST AVENUE SOUTH STORM DRAINAGE P.O. BOX 4249 CITY OF FEDERAL WAY - SUF FEDERAL WAY, WA 98063 33530 FIRST WAY SOUTH (253) 941-1516 FEDERAL WAY, WA 98003 (253) 661-4085 POWER AND GAS PUGET SOUND ENERGY 22828 68TH AVENUE SOUTH KENT, WA 98032 1-800-321-4123 SITE INFORMATION SITE NOTES TAX PARCEL NUMBERS WITH SITE ADDRESSES: TAX PARCEL NO.: LOT 11- 150050-0110 32057 PACIFIC HIGHWAYS. ZONING: SITE IS ZONED "CF" (CITY CENTER FRAME) ZONING AGENCY: CITY OF FEDERAL WAY DEPARTMENT OF COMMUNITY DEVELOPMENT 33530 FIRST WAY SOUTH FEDERAL WAY, WA 98003 (253) 661- 4106 SETBACKS: CURRENT SETBACK REQUIREMENTS SUBJECT TO SITE PLAN REVIEW. CURRENT SETBACKS MAY DIFFER FROM THOSE IN EFFECT DURING DESIGN/CONSTRUCTION OF EXISTING IMPROVEMENTS. 0' FRONT YARD (MAY REQUIRE 10' DEPENDING ON BUILDING DESIGN) 0' SIDE YARD 0' REAR YARD THE CITY OF FEDERAL WAY MAY REQUIRE MODIFICATIONS ON SETBACKS FOR ANY PROPOSED DEVELOPMENT. FLOOD ZONE: THIS SITE APPEARS ON NATIONAL FLOOD INSURANCE RATE MAP, DATED MAY 16, 1995, COMMUNITY PANEL NO. 53033C1250F, AND IS SITUATED IN ZONE "X", AREA DETERMINED TO BE OUTSIDE 500-YEAR FLOODPLAIN. LEGAL DESCRIPTION LOT 11, CENTURY, AS RECORDED IN VOLUME 104 OF PLATS, PAGES 68- 73, RECORDS OF KING COUNTY, WASHINGTON, EXCEPT THAT PORTION DESCRIBED AS FOLLOWS; BEGINNING AT THE SOUTHEAST CORNER OF SAID LOT 11; THENCE NORTH 88'48'13" WEST ALONG THE SOUTH LINE THEREOF 160.00 FEET; THENCE NORTH 01'12'15" EAST 118.12 FEET TO THE SOUTHWEST CORNER OF LOT 12 SAID PLAT OF CENTURY; THENCE SOUTH 88'47'45" EAST ALONG THE SOUTH LINE THEREOF 160.00 FEET TO THE SOUTHEAST CORNER OF SAID LOT 12; THENCE SOUTH 01'12'15" WEST ALONG THE EAST LINE OF SAID LOT 11 A DISTANCE OF 118.10 FEET TO BEGINNING. (ALSO KNOWN AS LOT A OF KING COUNTY LOT LINE ADJUSTMENT NO. 680057, RECORDED UNDER KING COUNTY RECORDING NO. 8010230726.) EXCEPT THAT PORTION THEREOF TAKEN FOR SOUTH 320TH STREET AS DESCRIBED IN DEED RECORDED UNDER KING COUNTY RECORDING NO. 20000707001452; TOGETHER WITH THE NORTH 75.00 FEET OF LOT 8, SAID PLAT; EXCEPT THE EAST 20.00 FEET OF SAID NORTH 75.00 FEET; EXCEPT THAT PORTION OF THE EAST 20.00 FEET OF LOT A, KING COUNTY LOT LINE ADJUSTMENT NO. 680057, RECORDED UNDER KING COUNTY RECORDING NO. 8010230726, LYING SOUTHERLY OF THE WESTERLY PROLONGATION OF THE NORTH LINE OF THE SOUTH 28.23 FEET OF LOT 12, SAID PLAT. VICINITY MAP NNO SCALE OWNER HARSCH INVESTMENT PROPERTIES P.O. BOX 2708 PORTLAND, OREGON 97208 (503) 450-0778 CONTACT: JOHN KUHL SURVEY BUSH, ROED & HITCHINGS, INC 2009 MINOR AVENUE E. SEATTLE, WASHINGTON 98102 (206) 323-4144 CONTACT: JEFF McMANUS, P.L.S. ARCHITECT AWBREY, COOK, McGILL 2970 5TH AVE., SUITE 340 SAN DIEGO, CALIFORNIA 92103 (619) 398-3490 CONTACT: WALTER RUBIO CIVIL ENGINEER BUSH, ROED & HITCHINGS, INC 2009 MINOR AVENUE E. SEATTLE, WASHINGTON 98102 (206) 323-4144 CONTACT: TED DIMOFF, P.E. SHEET INDEX C1.1 COVER SHEET C1.2 GENERAL NOTES C2.1 EROSION CONTROL PLAN C2.2 EROSION CONTROL DETAILS C3.1 GRADING PLAN, EAST SIDE C3.2 GRADING PLAN, WEST SIDE C3.3 GRADING PLAN, NE 1 /4 C4.1 STORM DRAINAGE PLAN, SE Y4 C4.2 STORM DRAINAGE PLAN, SW Y4 C4.3 STORM DRAINAGE PLAN, W 1 /4 C4.4 WATER QUALITY DRAINAGE DETAILS C4.5 STORM DRAINAGE DETAILS C5.1 TOPOGRAPHIC SURVEY C5.2 TOPOGRAPHIC SURVEY C5.3 TOPOGRAPHIC SURVEY C5.4 TOPOGRAPHIC SURVEY 1 L.U.D. WATER PLAN COVER SHEET 2 L.U.D. WATER PLAN RESUBMITTED APR 2 ,5 2012 CITY OF FEDERAL WAY CDS wit N0 x 4 3 )isns • U Z 41 V) f pi2U ICU O w N W M�Nz � !^ V > �I�m ��0lil ��V) Tz i X U Q J v 0 W H -C La ZLUco 0 CD Wm Z W Qs my O M Z3T w —I M �i V/ U N D in 00 Im tqimf NYNYII In 1— z w O J J z O O H Fn W m Ld N a w w 17 C' U w In z z J J w Of 0- IL 17 N Z z W LL.1 0 LLJ z I Q C W V) N LI_I (n z 0 = Iz Illf— ::D > Q 0 ry V) M LLj Q LLJ 0- U J ?> ry W = W IL drawn by checked by WPG TFD scale date 1 "=30' 04/24/11 job no. 2003142.17 sheet C1.1 of U:\LDD\2003142.17\dwg\xe-cov-phase B.dwg, C1.1-COV, 4/25/2012 8:59:59 AM THIS SEQUENCE IS A GENERAL GUIDE AND IS NOT INTENDED TO BE ALL-INCLUSIVE. IT IS INTENTED THAT THE SEQUENCE BE APPLIED TO EACH OF THE SEPARATE SITE PHASES WITHIN THIS PROJECT AS EACH STEP WOULD APPLY. 1. AT PERMIT ISSUANCE, INSTALL EMERGENCY PHONE NUMBER SIGN. 2. ARRANGE AND ATTEND PRE -CONSTRUCTION MEETING WITH CITY OF FEDERAL WAY INSPECTOR. 3. INSTALL AND MAINTAIN STRAW WATTLES FENCE. 4. INSTALL AND MAINTAIN CB PROTECTION. 5. REMOVE EXISTING BUILDING. 6. INSTALL NEW WATER MAIN AND STORM LINE. 7. BEGIN REGRADING EXISTING PARKING LOT. 8. INSTALL NEW CURBING AND PAVING. 9. INSPECT SURFACE WATER RUNOFF DEVICES AS DIRECTED IN THE APPROVED INSPECTION PLAN, MAKE ADJUSTMENTS TO EROSION CONTROL MEASURES AS REQUIRED. THE INSPECTION SEQUENCE IS AS FOLLOWS UNTIL THE REMOVAL OF TESC FACILITIES: LL a U a LL } Q CITY OF FEDERAL WAY DRAINAGE NOTES: 1. PROOF OF LIABILITY INSURANCE SHALL BE SUBMITTED TO THE CITY PRIOR TO THE PRECONSTRUCTION MEETING. 2. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH WSDOT 7-02.3(1). THIS SHALL INCLUDE LEVELING AND COMPACTING THE TRENCH BOTTOM, THE TOP OF FOUNDATION MATERIAL, AND REQUIRED PIPE BEDDING, TO A UNIFORM GRADE SO THAT THE ENTIRE PIPE IS SUPPORTED BY A UNIFORMLY DENSE UNYIELDING BASE. 3. STEEL PIPE SHALL BE GALVANIZED AND HAVE ASPHALT TREATMENT #1 OR BETTER INSIDE AND OUTSIDE. 4. ALL DRAINAGE STRUCTURES, SUCH AS CATCH BASINS AND MANHOLES, NOT LOCATED WITHIN A TRAVELED ROADWAY OR SIDEWALK, SHALL HAVE SOLID LOCKING LIDS. ALL DRAINAGE STRUCTURES ASSOCIATED WITH A PERMANENT RETENTION/DETENTION FACILITY SHALL HAVE SOLID LOCKING LIDS. 5. ALL CATCH BASIN GRATES SHALL CONFORM TO CFW DRAWING NUMBERS 4-1, 2,3,4OR5. 6. ALL DRIVEWAY CULVERTS LOCATED WITHIN THE RIGHT OF WAY SHALL BE OF SUFFICIENT LENGTH TO PROVIDE A MINIMUM 3:1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE BOTTOM OF THE DITCH. CULVERTS SHALL HAVE BEVELED END SECTIONS TO MATCH THE SIDE SLOPES. 7. ROCK FOR EROSION PROTECTION OF DITCHES, CHANNELS AND SWALES, WHERE REQUIRED, MUST BE OF SOUND QUARRY ROCK, PLACED TO A DEPTH OF ONE FOOT AND MUST MEET THE FOLLOWING SPECIFICATIONS: 4"-8" ROCK/40%-70% PASSING; 2"-4" ROCK/30%-40% PASSING; AND -2" ROCK/10%-20% PASSING. INSTALLATION SHALL BE IN ACCORDANCE WITH KCRS DRAWING NUMBER 51 OR AS AMENDED BY THE APPROVED PLANS. RECYCLED ASPHALT OR CONCRETE RUBBLE SHALL NOT BE USED. 8. LOTS NOT APPROVED FOR INFILTRATION SHALL BE PROVIDED WITH DRAINAGE OUTLETS (STUB -OUTS). STUB -OUTS SHALL CONFORM TO THE FOLLOWING: A. EACH OUTLET SHALL BE SUITABLY LOCATED AT THE LOWEST ELEVATION ON THE LOT, SO AS TO SERVICE ALL FUTURE ROOF DOWNSPOUTS AND FOOTING DRAINS, DRIVEWAYS, YARD DRAINS, AND ANY OTHER SURFACE OR SUB- SURFACE DRAINS NECESSARY TO RENDER THE LOTS SUITABLE FOR THEIR INTENDED USE. EACH OUTLET SHALL HAVE FREE -FLOWING, POSITIVE DRAINAGE TO AN APPROVED STORMWATER CONVEYANCE SYSTEM OR TO AN APPROVED OUTFALL LOCATION. B. OUTLETS ON EACH LOT SHALL BE LOCATED WITH A FIVE-FOOT HIGH, 2 X 4 STAKE MARKED "STORM". THE STUB -OUT SHALL EXTEND ABOVE SURFACE LEVEL, BE VISIBLE AND BE SECURED TO THE STAKE. C. PIPE MATERIAL SHALL CONFORM TO UNDERDRAIN SPECIFICATIONS DESCRIBED IN KCRS 7.04 AND, IF NON-METALLIC, THE PIPE SHALL CONTAIN WIRE OR OTHER ACCEPTABLE DETECTION. D. DRAINAGE EASEMENTS ARE REQUIRED FOR DRAINAGE SYSTEMS DESIGNED TO CONVEY FLOWS THROUGH INDIVIDUAL LOTS. E. THE APPLICANT/CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE LOCATIONS OF ALL STUB -OUT CONVEYANCE LINES WITH RESPECT TO THE UTILITIES (I.E. POWER, GAS, TELEPHONE, TELEVISION). F. ALL INDIVIDUAL STUB -OUTS SHALL BE PRIVATELY OWNED AND MAINTAINED BY THE LOT HOMEOWNER. CITY OF FEDERAL WAY GENERAL NOTES: 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE FEDERAL WAY CITY CODE (FWCC), 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 COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 6. CONSTRUCTION NOISE SHALL BE LIMITED AS PER FWCC (SECTION 22- 1006); NORMALLY THIS IS 7 A.M. TO 8 P.M., MONDAY THROUGH FRIDAY AND SATURDAY 9 AM TO 8 PM. 7. IT SHALL BE THE APPLICANT'S/CONTRACTOR'S RESPONSIBILITY TO OBTAIN ALL CONSTRUCTION EASEMENTS NECESSARY BEFORE INITIATING OFF - SITE WORK WITHIN THE ROAD RIGHTS -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 WITH 5/8 INCH CRUSHED ROCK. 12. ALL UTILITY TRENCHES SHALL BE BACKFILLED AND COMPACTED TO 95% DENSITY. 13. ALL ROADWAY SUBGRADE SHALL BE BACKFILLED AND COMPACTED TO 95% DENSITY IN ACCORDANCE WITH WSDOT 2-06.3. 14. 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. 15. 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. 16. CONTRACTOR SHALL PROVIDE AND INSTALL ALL REGULATORY AND WARNING SIGNS PER THE LATEST EDITION OF MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. 17. ALL UTILITIES SHALL BE ADJUSTED TO FINAL GRADE AFTER PAVING ASPHALT WEARING COURSE. 18. 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. CITY OF FEDERAL WAY GENERAL NOTES (CONIINUED�� 20. THE CONTRACTOR SHALL PREPARE AN EMERGENCY SPILL CONTROL PLAN (SCP) WHICH INCLUDES: 1. A DESCRIPTION OF THE FACILITY INCLUDING THE OWNER'S NAME AND ADDRESS 2. THE NATURE OF THE ACTIVITY AT THE FACILITY 3. THE GENERAL TYPE OF CHEMICALS USED AT THE FACILITY 4. A SITE PLAN SHOWING LOCATION OF STORAGE AREAS FOR CHEMICALS 5. CLEANUP PROCEDURES 6. NOTIFICATION PROCEDURES TO BE USED IN THE EVENT OF A SPILL 7. THE NAME OF THE DESIGNATED PERSON WITH OVERALL SPILL CLEANUP AND NOTIFICATION RESPONSIBILITY 8. TRAIN KEY PERSONNEL IN THE IMPLEMENTATION OF THE EMERGENCY SCP. PREPARE A SUMMARY OF THE PLAN AND POST IT AT APPROPRIATE POINTS IN THE BUILDING, IDENTIFYING THE SPILL CLEANUP COORDINATORS LOCATION OF CLEANUP KITS, AND PHONE NUMBER OF REGULATORY AGENCIES TO BE CONTACTED IN THE EVENT OF A SPILL. 9. UPDATE THE SCP REGULARY 10. IMMEDIATELY NOTIFY ECOLOGY AND THE LOCAL SEWER AUTHORITY IF A SPILL MAY REACH SANITARY OR STORM SEWERS, GROUND WATER, OR SURFACE WATER, IN ACCORDANCE WITH FEDERAL AND ECOLOGY SPILL REPORTING REQUIREMENTS. 11. IMMEDIATELY CLEAN UP SPILLS. 12. LOCATE EMERGENCY SPILL CONTAINMENT AND CLEANUP KIT(S) IN HIGH POTENTIAL SPILL AREAS. THE CONTENTS OF THE KIT SHALL BE APPROPRIATE FOR THE TYPE AND QUANTITY OF CHEMICAL LIQUIDS STORED AT THE FACILITY. 1. EXISTING UTILITIES AND UNDERGROUND STRUCTURES SHOWN ON THE PLAN ARE BASED UPON THE BEST AVAILABLE PUBLIC RECORDS AND/OR PRIVATE RECORDS AS SUPPLIED BY THE PROJECT OWNER AND/OR DATA OBTAINED VERBALLY FROM OWNERS OR OFFICIALS ASSOCIATED WITH THE PARTICULAR UTILITY. NEITHER THE OWNER NOR THE ENGINEER GUARANTEE THE ACCURACY OR COMPLETENESS OF THIS INFORMATION AND ASSUME NO RESPONSIBILITY FOR IMPROPER LOCATIONS OR FAILURE TO SHOW UTILITY LOCATIONS ON THE CONSTRUCTION PLANS. OTHER UNDERGROUND FACILITIES NOT SHOWN ON THE DRAWINGS MAY BE ENCOUNTERED DURING THE COURSE OF THE WORK. ALL INVERT ELEVATIONS SHOWN ON THE DRAWINGS SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. 2. IF CHANGED CONDITIONS ARE ENCOUNTERED, THE CONTRACTOR SHALL NOTIFY THE ENGINEER PROMPTLY OF (1) PREEXISTING SUBSURFACE CONDITIONS DIFFERING FROM THOSE INDICATED IN THE PLANS, OR (2) PREEXISTING UNKNOWN SUBSURFACE CONDITIONS, OF AN UNUSUAL NATURE, DIFFERING MATERIALLY FROM THOSE ORDINARILY ENCOUNTERED AND GENERALLY RECOGNIZED AS INHERENT IN WORK OF THE CHARACTER PROVIDED FOR IN THE CONTRACT. THE CONTRACTOR AND/OR THE OWNER SHALL MAKE NO CLAIMS TO THE ENGINEER FOR RECOMPENSATION FOR EXTRA WORK RESULTING FROM CHANGED CONDITIONS UNLESS THE ENGINEER HAS APPROVED THE WORK IN WRITING. (WSDOT SECTION 1-04.7) 3. THE CONTRACTOR SHALL CALL THE UTILITIES UNDERGROUND LOCATION CENTER FOR FIELD LOCATION OF ALL UTILITIES AND SHALL NOT BEGIN EXCAVATION UNTIL ALL KNOWN UNDERGROUND FACILITIES IN THE VICINITY OF THE PROPOSED WORK HAVE BEEN LOCATED AND MARKED. IF THE UTILITY IS NOT A SUBSCRIBER OF THE UNDERGROUND LOCATION CENTER THEN THE CONTRACTOR SHALL GIVE INDIVIDUAL NOTICE TO THAT UTILITY. (WSDOT SECTION 1-07.17 APWA SUPPLEMENT) 4. THE CONTRACTOR SHALL TAKE REASONABLE PRECAUTIONS AND EXERCISE SOUND ENGINEERING AND CONSTRUCTION PRACTICES IN CONDUCTING THE WORK. THE CONTRACTOR SHALL PROTECT EXISTING PUBLIC AND PRIVATE UTILITIES FROM DAMAGE DURING CONSTRUCTION. IF EXISTING UTILITIES ARE DAMAGED, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER AND THE ENGINEER. THE CONTRACTOR SHALL RESTORE THE UTILITY TO ITS EXISTING CONDITION. (WSDOT SECTION 1-07.17 APWA SUPPLEMENT). THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND METHODS OF CONSTRUCTION FOR DESIGNS SHOWN ON THESE PLANS. 5. WHERE THE PLANS CALL FOR UTILITIES TO BE RELOCATED BY OTHERS, THE CONTRACTOR SHALL NOTIFY THE UTILITY COMPANY AND COORDINATE HIS WORK SO AS TO AVOID CONFLICTS. 6. ALL EXCAVATION, TRENCHING, SUBGRADE PREPARATION, FILL PLACEMENT AND COMPACTION AND ALL SOIL WORK IN GENERAL SHALL BE CONDUCTED IN COMPLIANCE WITH THE RECOMMENDATIONS OF THE PROJECT SOIL ENGINEER AND THE CURRENT GEOTECHNICAL ENGINEERING REPORT. 7. ENGINEERING DESIGN AND APPROVAL FOR STRUCTURES SUCH AS WALLS AND VAULTS MUST BE PREPARED BY THE APPROPRIATE PROFESSIONAL ENGINEER AND IS NOT A PART OF THESE PLANS. 8. CONTRACTOR SHALL BE RESPONSIBLE FOR HIRING PROFESSIONAL LAND SURVEYOR TO REFERENCE EXISTING MONUMENTS ON OR ADJOINING SITE PREVIOUS TO DEMOLITION OR CONSTRUCTION AND TO BE RE- ESTABLISH SAID POINTS AT PROJECT COMPLETION. THIS RE- ESTABLISHMENT SHALL BE DOCUMENTED BY RECORD OF SURVEY OR CORNER RECORD AS DESCRIBED IN W.A.C. 332-120. 9. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING UTILITIES TO EXISTING TENANTS TO ENABLE TENANTS TO REMAIN OPEN FOR BUSINESS DURING ALL PHASES OF CONSTRUCTION. PERMIT NO. 1 1-105020-00-UP PRECON/INSPECT (253) 835-2732 APPROVED DATE 0 I Z� NC. o i O �Sns Z Or7p 0 NrbNz w N J V) CT) K) E ♦^ v L ? ..I ,--,m Z � 000w vo0 , n ruzw S X U 0 � Q Od r) w a La Wr- o 0 _ 0 °' LLJ v J O M z3 N D m NN00 YNIIYII z w O J J O U N Ld m m W Y Y W w 0 U U z z W J J 0' 0_ IL o' z � z a W W Z L j V) Q C L,j V) N 0 z z Q 0 ry z Q 0 L,J ry V) 0 M LI.J 0) Q LIJ 0- 0 J ry Ld = 0 Lu LL_ drawn by checked by WPG TFD scale date 1 "=30' 04/24/11 job no. 2003142.17 U:\LDD\2003142.17\dwg\xe-cov-phase B.dwg, C1.2-NOTES, 4/25/2012 7:22:50 AM sheet C1.2 of TYPE i 423.05 420.15 1,,,-,,,„�.,� ra cB 1Y I r• RIM, IE 412.15 I I pb' 1 b s � i ID D I 04 IE-410.OS CS TYPE I WAM RIM 409.09 IE 404.89 100, 1a RIM„ 4 �. CB//33..12 7Y I N R0A�41I IE:41' .04 RIM 415.1- IE 417 4 � I mm b. £ Z I I I VC 1 >E I x w 7.01 A � 8 3 IE " E 402.55��_m IE 402.30 (12 MAP N R a 5) r p /- SOLID uD Ce RIM 40b.85 IE 399.70 "m dtl , .90 02'CP-N ✓k { le )1. 8€ C8 Zola � � 40 55 �.�.. ` SOIL �MAA RAM 40 - mm- GRAPHIC SCALE 0 20 40 80 ( IN FEET ) 1 inch = 40 ft. LEGEND DEMOLITION OF CURBING m o� l� o m 9" WATTLES (SILTATION CONTROL) !"• ON -SITE CATCHBASIN PROTECTION 160 ®J WITH 9"' WATTLE PER DETAIL ON C2.4 DEMOLITION OF ASPHALT PERMIT NO. 1 1-105020-00-UP PRECON/INSPECT (253) 835-2732 APPROVED DATE 429.94 € E' 12�CMP " - 679,87g x�p. e , av RIM 420.72 41 IE 425.22((((8�1111_1111111��2� 14 IE IE 24.12 (5'CP-S RIM IE EROSION CONTROL NOTES 1. BEFORE INSTALLATION DURING STORAGE, WATTLES SHALL BE ELEVATED OFF THE GROUND AND ADEQUATELY COVERED TO PROTECT THEM FROM THE FOLLOWING: SITE CONSTRUCTION DAMAGE, PRECIPITATION, EXTENDED ULTRAVIOLET RADIATION, FLAMES INCLUDING WELDING SPARKES, EXCESS TEMPERATURES, AND ANY OTHER ENVIRONMENTAL CONDITIONS THAT MAY DAMAGE THE PHYSICAL PROPERTY VALUES OF THE ROLLS. 2. INSTALL THE WATTLES IN THE TRENCH PER DETAIL SHEET C2.4, INSURING THAT NO GAPS EXIST BETWEEN THE SOIL AND THE BOTTOM OF THE WATTLE. THE ENDS OF ADJACENT WATTLES SHOULD BE LAPPED 12" SO THAT NO OPENING EXISTS FOR WATER OR SEDIMENT TO PASS THROUGH THE FIELD JOINT. 3• ANY WATTLE DAMAGED DURING PLACEMENT SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. 4• 36" REBAR STAKES SHOLD BE USED PER DETAIL SHEET C2.4 TO FASTEN THE WATTLES TO THE SOIL AT 3 FOOT INTERVALS CONTINUOUSLY ALONG FULL LENGHT OF THE WATTLE. TERMINAL ENDS OF THE WATTLE ARE TO BE DOG LEGGED UP SLOPE 20' TO ENSURE CONTAINMENT AND PREVENT CHANNELING OF SEDIMENTATION. 5. 6. 7. 9 10. 11. 12. 13. 17. 18. 19. 20. 24. 25. 26. BACKFILL THE UPSLOPE LENGTH OF THE WATTLE WITH THE EXCAVATED SOIL AND COMPACT. THE WATTLES SHALL BE INSPECTED AFTER INSTALLATION TO ENSURE THAT THEY ARE TRENCHED -IN AND THAT NO GAPS EXIST UNDER THE WATTLES OR BETWEEN ADJACENT ENDS OF THE WATTLES. WATTLES SHALL BE INSPECTED AFTER SIGNIFICANT RAINFALL EVENTS. RILLS OR GULLIES UPSLOPE OF THE WATTLE AND ANY UNDERCUTTING IS TO BE REPAIRED. SEDIMENT DEPOSITS THAT IMPAIR THE FILTRATION CAPABILITY OF THE WATTLE SHALL BE REMOVED WHEN THE SEDIMENT REACHES ONE-THIRD OF THE WATTLES FUNCTIONAL FREEBOARD HEIGHT. REMOVED SEDIMENT SHALL BE DEPOSIT OFFSITE. INSTALLED WATTLES SHALL BE REMOVED OR MOVED, AND/OR REPLACED AS REQUIRED TO ADAPT TO CHANGING SITE CONDITIONS. INLET PROTECTION SHALL INCLUDE CATCH BASIN INLET PROTECTION INSERT AND STRAW WATTLES PER DETAILS ON SHEET C2.4 ALL STOCKPILED SOILS SHALL BE COVERED IF LEFT EXPOSED MORE THAN 24 HOURS. 03 CGS. INC. o' a guen • ( Z V) �o�o O =pl�U I U N�Nz 4w V I W Mrn�� `^ V �Io 0 o w v00 �(n _Z 2 V' �X� U � � Q J V) 0 W a W z wo 0 u 5 z w a� �o J O M Z3� 5; � M _ APPROVAL OF THIS EROSION/SEDIMENTATION CONTROL (ESC) PLAN DOES NOT CONSTITUTE W U 0 o AN APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN (I.E. SIZE AND LOCATION OF NWrn ROADS, PIPES, RESTRICTORS, CHANNELS, RETENTION FACILITIES, UTILITIES, ETC.). m 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. 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 LAGGED CLEARING LIMITS SHALL BE PERMITTED. THE FLAGGING SHALL BE MAINTAINED BY THE APPLICANT/CONTRACTOR FOR THE DURATION OF CONSTRUCTION. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN CONJUNCTION WITH N N 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 N 0 k WATER STANDARDS. o 0 0 0 THE ESC FACIU71ES 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. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE APPLICANT /CONTRACTOR AND MAINTAINED AS NECESSARY TO ENSURE THEIR CONTINUED FUNCTIONING. z w ANY AREA STRIPPED OF VEGETATION, INCLUDING ROADWAY EMBANKMENTS, WHERE NO FURTHER WORK IS ANTICIPATED OR A PERIOD OF 15 DAYS, SHALL BE IMMEDIATELY a a N STABILIZED NTH THE APPROVED ESC METHODS (I.E. SEEDING, MULCHING, NETTING, EROSION BLANKETS, ETC.) > m m of ANY AREA NEEDING ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE w Of :D co � (n ADDRESSED WITHIN 15 DAYS. uj THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM o w w OF ONCE A MONTH OR WITHIN THE 48 HOURS FOLLOWING A STORM EVENT. > a Q w 0' J a_ J a_ 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 �-)N Z PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT -LADEN WATER INTO THE DOWNSTREAM SYSTEM. STABILIZED CONSTRUCTION ENTRANCES AND WASH PADS SHALL BE INSTALLED AT THE O BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. w � ADDITIONAL MEASURES MAY BE REQUIRED TO INSURE THAT ALL PAVED AREAS ARE KEPT LLJ z CLEAN FOR THE DURATION OF THE PROJECT. W DURING THE TIME PERIOD OF OCTOBER 1 THROUGH APRIL 30, ALL PROJECT DISTURBED � AREAS GREATER THAN 5,000 SQUARE FEET, THAT ARE LEFT UNWORKED FOR MORE THEN z 12 HOURS, SHALL BE COVERED BY ONE OF THE FOLLOWING COVER MEASURES: MULCH, Q SOD, OR PLASTIC COVERING. _ I D _ ANY PERMANENT RETENTION/DETENTION FACILITY USED AS A TEMPORARY SETTLING BASIN ( C SHALL BE MODIFIED WITH THE NECESSARY EROSION CONTROL MEASURES AND SHALL --i (� PROVIDE ADEQUATE STORAGE CAPACITY. IF THE PERMANENT FACILITY IS TO FUNCTION 0 N ULTIMATELY AS AN INFILTRATION OR DISPERSION SYSTEM, THE FACILITY SHALL NOT BE USED AS A TEMPORARY SETTLING BASIN. NO UNDERGROUND DETENTION TANKS OR VAULTS �- z SHALL BE USED AS A TEMPORARY SETTLING BASIN. z 0 = WHERE SEEDING FOR TEMPORARY EROSION CONTROL IS REQUIRED, FAST GERMINATING 0 GRASSES SHALL BE APPLIED AT AN APPROPRIATE RATE (I.E., ANNUAL OR PERENNIAL RYE U �--� APPLIED AT APPROXIMATELY 80 POUNDS PER ACRE). 0 WHERE STRAW MULCH FOR TEMPORARY EROSION CONTROL IS REQUIRED, IT SHALL BE 0 CO APPUED AT A MINIMUM THICKNESS OF TWO INCHES. - MANAGEMENT PRACTICES PROVIDING SIGNIFICANT TREE PROTECTION SHALL BE PROVIDED 0 W PER SECTION 22-1568 (C) (6) (A-G) OF MCC. [Y- Q -1 0.) KEY PLAN w a' U J Q ly- o r drawn by checked by D WPG TFD D ° scale date =30' 04/24/11 e D D D e m job no. e 2003142.17 Fall a, sheet C2.1of U:\LDD\2003142.17\dwg\xe-ero-phase B.dwg, C2.1-TESC, 4/25/2012 7:37:24 AM 0 I N 0 in FILTER FABRIC MATERIAL 60" WIDE ROLLS. USE STAPLES OR WIRE RINGS TO ATTATCH FABRIC TO WIRE. 2" BY 2" BY 14 GA. WIRE FABRIC OR EQUIV. ADAPTOR SKIRT TRIM TO WITHIN 3" - 5" OF GRATE� RETRIEVAL STRAP 9" WATTLES TO FULLY SURROUND CATCH BASIN ANCHOR WITH SANDBAGS AS SHOWN IN WATTLE INSTALLATION DIAGRAMS. -- --------------'--'----- — — — R„.a e.Pe \-OVERFLOW BYPASS FOR GEOTEXTILE�` FABRIC PEAK STORM VOLUMES cC FILTER FABRIC MATERIAL 2" BY 2" BY 14 GA 0 FABRIC OR EQUIV. I _ N PROVIDE 3/4" — 1.5" WASHED GRAVEL BACKFILL IN TRENCH AND ON BOTH SIDES OF FILTER FENCE FABRIC ON THE SURFACE 8" MIN. N 2" BY 4" WOOD POST ALT. STEEL FENCE POSTS STANDARD NOTES a. THE FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT TO THE LENGTH OF THE BARRIER TO AVOID USE OF JOINTS. WHEN JOINTS ARE NECESSARY, FILTER CLOTH SHALL BE SPLICED TOGETHER ONLY AT A SUPPORT POST, WITH A MINIMUM 6-INCH OVERLAP, AND BOTH ENDS SECURELY FASTENED TO THE POST. b. THE FILTER FABRIC FENCE SHALL BE INSTALLED TO FOLLOW THE CONTOURS (WHERE FEASIBLE). THE FENCE POSTS SHALL BE SPACED A MAXIMUM OF 6 FEET APART AND DRIVEN SECURELY INTO THE GROUND (MINIMUM OF 30 INCHES.) c. A TRENCH SHALL BE EXCAVATED, ROUGHLY 8 INCHES WIDE AND 12 INCHES DEEP, UPSLOPE AND ADJACENT TO THE WOOD POST TO ALLOW THE FILTER FABRIC TO BE BURIED. d. WHEN STANDARD STRENGTH FILTER FABRIC IS USED, A WIRE MESH SUPPORT FENCE SHALL BE FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POSTS USING HEAVY-DUTY WIRE STAPLES AT LEAST 1 INCH LONG, TIE WIRES OR HOG RINGS. THE WIRE SHALL EXTEND INTO THE TRENCH A MINIMUM OF 4 INCHES AND SHALL NOT EXTEND MORE THAN 36 INCHES ABOVE THE ORIGINAL GROUND SURFACE. e. THE STANDARD STRENGTH FILTER FABRIC SHALL BE STAPLED OR WIRED TO THE FENCE, AND 20 INCHES OF THE FABRIC SHALL BE EXTENDED INTO THE TRENCH. THE FABRIC SHALL NOT EXTEND MORE THAN 36 INCHES ABOVE THE ORIGINAL GROUND SURFACE. FILTER FABRIC SHALL NOT BE STAPLED TO EXISTING TREES. f. WHEN EXTRA -STRENGTH FILTER FABRIC AND CLOSER POST SPACING ARE USED, THE WIRE MESH SUPPORT FENCE MAY BE ELIMINATED. IN SUCH A CASE, THE FILTER FABRIC IS STAPLED OR WIRED DIRECTLY TO THE POSTS WITH ALL OTHER PROVISIONS OF STANDARD NOTE e. APPLYING. g. THE TRENCH SHALL BE BACKFILLED WITH 3/4-INCH MINIMUM DIAMETER WASHED GRAVEL. h. FILTER FABRIC FENCES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE, BUT NOT BEFORE THE UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED. L FILTER FABRIC FENCES SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. FILTER FABRIC FENCE DETAIL N TS SEDIMENT NOTES: ACCUMULATION 1. INSERT SHALL BE INSTALLED PRIOR TO CLEARING AND GRADING ACTIVITY, OR UPON PLACEMENT OF A NEW CATCH BASIN. 2. SEDIMENT SHALL BE REMOVED FROM THE UNIT WHEN IT BECOMES HALF FULL . 3. SEDIMENT REMOVAL SHALL BE ACCOMPLISHED BY REMOVING THE INSERT, EMPTYING, AND RE-INSERTING IT INTO THE CATCH BASIN. CATCH BASIN INLET PROTECTION INSERT N TS PERMIT NO. 1 1—105020-00—UP PRECON/INSPECT (253) 835-2732 APPROVED DATE ,,\ \ 1 01 \W\ ■ StrawWattleSpec'ifi'cations a ` Straw Wattle Properties Certification The Straw Wattles are to have the following minimum physical properties and test values. ontre Application & Design Information Table *Clean Water Act (CWA) Sections 301 & 402 provisions require controls of �'Q \ pollutant discharges that utilize best available technology. • 1x Wood Center Stake The Straw Wattle to meet the following requirements: ■ 2-3 Inch Anchor Furrow 1. Erosion control and Sediment Retention Wattles (ESW) or hydraulic mulching and application of bonded fiber matrix Slope Interruption Devices (SID) commonly known as or other hydraulic soil stabilizers. Wattles, are elongated tubes of compacted straw and/or other fibers that are installed along contours or at the 2. The Wattle shall be astraw-filled tube of flexible netting base of slopes to help reduce soil erosion and retain sedi- exhibiting the following properties. It shall be a ment. They function by shortening slope length, reducing machine -produced tube of compacted rice straw that is runoff water velocity, trapping dislodged soil particles and Certified Weed Free Forage under California Food & ameliorating the effects of slope steepness. Wattles are Agriculture Code Sec. 5101-5205, by a manufacturer used as water flow dissipaters, trapping sediment when whose principal business is wattle manufacturing. The net- located prior to Drain Inlets (D.1.)'s, etc. Wattles are highly ting shall consist of seamless, high -density polyethylene effective when they are used in combination with other and ethyl vinyl acetate and contain ultra -violet inhibitors. surface soil erosion/re-vegetation practices such as sur- 3. Wattles to be an Earth Savers® Wattle, manufactured face roughening, straw mulching, erosion control blankets, using R.H Dyck Inc. patented process. Testing And Properties 1 Minimum of three repetitive 10 year predicted storm events on 2 to 1(12" & 20" dia.) and 3 to 1(9" dia.) slopes with clayey sand type soil. 2 Minimum sediment yield reduction value. 3 Certified Weed Free under Food and Agriculture Code sections 5101 and 5205. This specification does not apply to other types of straw logs or fiber rolls such as rolled erosion control straw or wood fiber blankets rolled up to create an imitation wattle type device. NOTE: values may vary±10% Stabilize Soil After Forest Fires ■ Reduce Slope Length ■ Capture Inlet Sediment ■ Prevont Construction Sedimentation ■ Promote Revegetatlon L 2-) www.earth-savers.com Wattle Installation Diagrams Staking 3'- 4' o/c Install a level spreader wattle near slope where it transitions into a steeper slope Live stake 71K Paved D. 1. Typical Paved D.I. (Alt. Steep Slope) rye ,��....:..:. :.: Spacing depends on soil type and slope steepness "A Continuous wattles @ ;....,.# perimeter of construction site \�� - / U�po�� \a "yrOrr 41 Note: if no curb or sidewalk set wattle 5' -10' from toe of slope Typical Check Dam Application Stock Pile Containment — 36"rebar (Wooden .\ stakes typical) 20-inch Staking J\ C\101, '0" X��_ffik_ \\ \ www.earth-savers.com Emerald Member - IECA Patented, Tested, Proven �c R.H. Dyck, Inc. ■ P.O. Box 665 ■ Winters, CA 95694 ■ Fax: 530-795-3972 �Cr9tf®�� 2002 6 10/02 U Z 40LO rro00 � U �j�l j0 O nLhroz W LLj _ rNPoNccW ♦ ^ V > .. I ,-gym Dool�i Z v00c(n i V XLj U Q = J (n 0 Of W H Q W z �' c 0 W �o o � w _ J Z_� "M A (() N NNo 00 M O0i NNANII z w O J J O U H < N W w : Of > m m X co co W Y Y W W U U LLI 0 z z af a_ a Z LL 1 LL J I— Z Lli (� _J Q Q J V) N O � Z z 0 O :D Q 0 Z ry V) O m C;8 v) w T I_1_I W 0-) U J Of w 0 LL1 Lr_ drawn by checked by WPG TFD scale 1 "=30' 04/24/11 job no. 2003142.17 U:\LDD\2003142.17\dwg\xe-cov-phase B.dwg, C2.2-ERO-DET, 4/25/2012 7:23:27 AM sheet C2.2 of MATCHUNE SEE SHEET C3.2 JI BUILDINC, I LUI a RD rye. �- \ \ kti _ ; . is , .' .< . _ . �2 s•:; ; : \: �: .. 4 U Z Dno dp Iz I I kry 6 C r� r� 42 Li m :F > OCO 0 ^ • V W k 1 o O 0 ti ti O P k LL ti N o0 — e t � Z N .. `.cn IN O 428.81 4k.. tip.. 60 +Nkti6�' U � t ti 5. r k ,v,,, a k��. tKH "p, yh€I + Ii TO Tg £ [ `L o• i S � r_ � ,, 427. 4 Via, �� EEI%® € i$ fi iI LI.� z W p \ "Ldo a e M P SS - — — $ � gC*4 425.7ii `� SSMH ktik' /� U k V / O ryko`L 144.5 O W CO IE 418.64 _.. ENLARGED DETAIL FOR HANDICAP WALK ISLAND ABOVE SCALE: 1 "=10' DRAINAGE FLOW DIRECTION MIr� W Q V) ry W Q J CONTRACTOR NOTES: O PRIOR TO REMOVAL AND REGRADING OF THE EXISTING ASPHALT, THE EXISTING WATER MAIN MUST BE RELOCATED DUE TO PIPE COVER. REFER TO SEPARATE PLANS FOR WATER MAIN EXTENSION RELOCATION. O2 EXISTING UTILITIES TO BE ADJUSTED TO NEW GRADE. OEXISTING DOUBLE CHECK WATER VAULT FOR BUILDING B-1. O ADJUST ALL EXISTING WATER VALVES TO MATCH NEW GRADE. O PRIOR TO NEW ASPHALT PLACEMENT ALL EXISTING ASPHALT EDGES TO BE SAWCUT PRIOR TO NEW PAVING. SDMH': o RIM 41A3, kyo� IE 415.13 (6"PVC—SE) 4' IE 412.93 (18"CMP—S) --_(420.09) 11= -412.33 (18"CMP—E�6 - --` --- --- -- SD � ,•'� oB#2.3 TY I 'ellko,• IM=419.35 i IE=416.53 I) I GRADING LEGEND NEW ASPHALT NEW DRIVE LANE ASPHALT � a NEW CONCRETE �P P . --=--422 -- EXISTING CONTOUR PROPOSED CONTOUR \4-2o.94 PROPOSED SPOT GRADE \420-94 TOP OF CURB T/C 420.94 EXISTING SPOT ELEVATION mmmImm PROPOSED STORM LINE LIMITS OF WORK 20 PERMIT NO. 1 1—105020-00—UP PRECON/INSPECT (253) 835-2732 APPROVED DATE Ok ,y0• k + ryO43' k an Im on GRAPHIC SCALE 10 20 40 ( IN FEET ) 1 inch = 20 ft. KEY PLAN NE 80 I I I N O 7 Q I7 O O O — H Z W O J J O U N w W m m o- m V) W Y Y W W 0 U U Cn Q Q W J J o'a- o` th N Z z o W L1 LJ � Z of v ' ^ Q z CY ~ �t Q N � z z o I=- 0 �-�- Q 0 Q:� V My W p� w —I 0.) Q W 0- U -j ry W = 0 W drawn by checked by WPG TFD scale date 1 "= 30' 04/24/11 job no. 2003142.17 sheet C3.1 of U:\LDD\2003142.17\dwg\xe-grd-phase b.dwg, GRD PHASE B EASTSIDE, 4/25/2012 7:44:59 AM Dc�� t t gc�fl tt tt F t tl I� do ® IE=41 'x D! 20 GRAPHIC SCALE 0 10 20 40 ( IN FEET ) 1 inch = 20 ft. 80 3-1 /2"-INCH HOT MIX ASPHALT OVER: 6" CRUSHED ROCK COMPACTED TO 95% OF ASTM D-1557-78 LAB TEST STANDARD. MIN. 12" COMPACTED SUBGRADE TO 95% MAX. DRY DENSITY PER ASTM 1557- 78 DRIVE AREAS 2-1/2--INCH HOT MIX ASPHALT OVER: 4" CRUSHED ROCK COMPACTED TO 95% OF ASTM D-1557-78 LAB TEST STANDARD. MIN. 12" COMPACTED SUBGRADE TO 95% MAX. DRY DENSITY PER ASTM 1557- 78 PARKING AREAS . PAVEMENT SECTIONS NOT TO SCALE 8 l] 4", N CL �° CB TYPE RIM 430, c� IE 428,4 REMOVE EXISTING DRIVEWAY AND REPLACE WITH NEW CURB AND SIDEWALK. MATCH EXISTING GRADES. CAS RISER / ' VALVE CMS 0 BUILDINr� SEE SHEET C3.1 PERMIT NO. 1 1—105020-00—UP PRECON/INSPECT (253) 835-2732 APPROVED DATE t, t, t, t �a 11111.7 IJ III IV/"%L I VI\ [III — TWO AREAS TO THE NORTH. SEE TYP. PAVING SECTION ON SHEET C3.2 KEY PLAN Z C o o Lu � 6evooe�J e°o o RSW • V 00L� Z 40no — V) dWo�U O nLonZ LJ Mrn � ) ♦^ ^I�m V Go0 Z 04 00 _ �X� V 0 H Q C � v) ry � w W� W z .® O� w xo o 0 U w90 /� NNO�i Wtk( I ml 11111111111 Z W g O J J z O 3t F F V) W W :�E :2 0 > m m Ld D :D 0' V) to W Y W Y W o== LLJ U U Z Z � Q Q W J J M N Z z LLJ 0 CD I ' I ® V) o z � � 20 V) n Z 0 0 = z I- o F_- < Q [0,/n'� V ) 1f w 0 Q L.LJ 0-) U J W _ 0 w LL_ drawn by checked by WP G TFD scale date 1 "= 30' 04/24/11 job no. 2003142.17 sheet C3.2 of U:\LDD\2003142.17\dwg\xe-grd-phase b.dwg, GRD PHASE B SOUTHWEST CORNER, 4/25/2012 7:48:17 Arvl SEE SHEET C3.1 I M2.4 TY Itp+ 419.6�p- IE=417.42 420.45) + 1p�� * J5 O�o REGRAD11' EXISTING S + LEm 1� NNW Em m C EI 16 Bp dl 1,`o if + N + p -------- CB#1.1 f TY I RIM=421.23 IE=418.73 - - - - - - Qr , �b 4,e ' TY I [C8#1.2 RR I M = 41 0 41 IE1=410. 1 1 0� i tK ++ LO + -------------- 422.78 ii . MR% 1,4.96 -ED TQUARE IN CONC, Q OF IGHT STANDARD, 24.76 Q TYPE I TYPE I //RIM 418.55 IE 417.75 (4"PVC-N) _fl 7.35 ;SSE) INLET,/ RIM 419.10 -Ap SID 41 f IE 4j8.2Qo°`', RIGHT TURN ONLY EXCEPT CARPOOLS SIGN x 4 : OF frr /CW ---------------- oog PL 6' HIGH WOOD TRASH ENCLOSURE ON A + NEW LANDSCAPE ISLADS + CONC, > + CUT OUT-, 4 LOT 13 + z r t�,' - . I --------------- 4 EXISTING ASPHALT AND 0 if I u TCH-EXISTING GRAD -ES,... (TYPICAL) I -STORY 5 > CONCRETE/WOOD if 013 + + i f i %KP BUILDING P, 00 �b + IE=413.05 I I 1'< > 11 j? - / CQ5 > -------------- j f? CB TYPE I If f RIM 414.51 8/ 32011 PACIFIC HWY S, If if f I IE 412.46 (8"CP-E) i f f FF = 420.24 z 1 5 0 CONTRACTOR NOTES: O PRIOR TO REMOVAL AND REGRADING OF THE EXISTING ASPHALT, THE EXISTING WATER MAIN MUST BE RELOCATED DUE TO PIPE COVER. REFER TO SEPARATE PLANS FOR WATER MAIN EXTENSION RELOCATION. O2 EXISTING UTILITIES TO BE ADJUSTED TO NEW GRADE. O EXISTING DOUBLE CHECK WATER VAULT FOR BUILDING B-1. O ADJUST ALL EXISTING WATER VALVES TO MATCH NEW GRADE. O PRIOR TO NEW ASPHALT PLACEMENT ALL EXISTING ASPHALT EDGES TO BE SAWCUT PRIOR TO NEW PAVING. 12-CP D 0 it it, 0 z 4 0 n V) - Ln - *C) z 121:� I I I r- C) 0 nu-)nz II N 4ft >_ C14 N 1 V) V) DE LLj > 0 (0 z 0 0 0 C-4 00 C,4 �V) m 0 x < 013 (TYPE 11) LL_ (SOLID Lll,) i z II I f IM 423.20 I < _j [1- 415.8 (121 I.P. N) E-. 415.851(1p"C E) V) vo Ld in CL Q'i I I LIJ C-41 Ld z W C 0 if 0 Q c LLJ li 51 4ft _j z L0 5; N U orn 1g1 �€ 0 0 00 RICH I T N C14 W (7) ONLI E EPT m CARD 30 'Q V) 0 N C14 0 0 0 _J ------ SSMH ' ' ' N _,p-, -i m RIM 412,51 CH 402.61 (CTR 12 C 0 En A uj z Ld 4"/TO 6v CIDUOUS TREES E8 7 7H_ Ai IF < < < z STOP 0 0 _j -1. _j 4. z 0 (1) 5; ____T +4 _L2,CP S �� 1 �CB -6 - - BAR ui m m /_0 TE=414.9-�- 1_�j Ir- _06�. PPE Z4-_"U� SD n C CROSSWALK / 5; ui (If Of m D V) y m :D 0 y IE=408.24 8"W C Ld 0- u Ld u W HINTED GAS E.= 406.14,12'W qE LOCATION m 0 7- 0 XR_I 1�n - - - - - - - - - - - - - - - - - - 36"CP SD - - - - - - 0 SOLID LID CB mm5; ui m < _j a- I < _j a_ tH 1 10 MH RIM 413.37 0 RIM 413.8 B IYPE I RIM, 14.08 1.11 n 11 C141 z F_4TU7T--- IE 408.04 (24"CP-N) ------ - SDMH (n 1, A 40:..7194 (8 S-tW) 1 d, 405.40 (12 CP-W) 1E 4'07-_91J24_CR_-E� _RIMM.23 IE 407.53 (24"CP-W) 0 (24"P_ 408.69 (24'!CP- CB (TYPEI 11) 403.60 (CTR 36" CHAN) IE 406.23 (36"CP-N Sc 30"CP-E) (SOLID I'Llb) RIM 41 a4 0 IE 406.13 (36"CP-S) dR (T5'-"PF 11) IE 409 . (24"C E) FOUND PUNCH IN 0 Ld ry ;7 1 000, V) < :D Cy GRADING LEGEND < Q V) GRAPHIC SCAM CD z 2 NEW ASPHALT 20 0 10 20 40 80 7- 0 < 0 NEW DRIVE LANE ASPHALT IN FEET ry ofM V) 1 inch = 20 ft. NEW CONCRETE KEY PLAN Ljj 0-) ------ 4-22--- EXISTING CONTOUR 0 PROPOSED CONTOUR I I u 1L_J >_ < IK Lu 0 7_ 7_1 \4-20.94 PROPOSED SPOT \420.94 TOP OF CURB GRADE PERMIT NO. 1 1-105020-00-UP PRECON/INSPECT (253) 835-2732 i FO 71 L A t, t% F] F T1 drawn by WPG checked by TF*D TIC scale date 420,94 - -) EXISTING SPOT ELEVATION no a - 6 - - - - - I " =' 130 04/24/11 1 job no. mmmm'm PROPOSED STORM LINE APPROVED 2003142.17 DATE C3.3 sheet of U:\LDD\2003142.17\dwg\xe-grd-phase b.dwg, GRD PHASE B NORTH EAST CORNER, 4/25/2012 7:50:11 AM C1' TYPE I �N RIM 412.55 IE 409.90 (12"DI-S) O I % \ CB TYPE I RIM 79 412. 1 1 IE 409.79 (12"DI-N) IE 409.74 (12"CMP-S) IE 3Z7 (CTR € F C H kNNEL) I rn j I S p I 11 I- 48uj Ld E $' 1 g$g 8 ° pp ! CB#3.10A Ty I RIM- 2»5 IE=4 0.08 1 � � _ t •G� O I -24', ?� - - - IO I CB TYPE I RIM 413.71 IE 409:61 CB TYPE I� �IM..4bda53_�". IE 408.18 0 CB TYPE 1 4" C Wes, M 409.09 RITE 404.89 1 I t CB TYPE 1 ) 1 RIM 410.02 % E 4062 I 1 I � t I � ! :01 1 CB TYPPE I I aE IE 402.86IM DP i I t SSMH RIM 40&45 IE 39&65 (6- NW) .55 (CTR OF CHAt<NU) B TYPE I IM 405.10 IE�40,..53 (2" I-E de CB TYPE I RIM 405.10 3 IE 402.50 (12"CO-N) ci IE 402.45 (12"(8)v1P-S) 0 f OP BA g CROSSWALK I RIM 405.00 IE .12.70 (12"DI-W) IE 40255 (12"CMP-N) µ� IE 402ISQ�"GM�-S 12' A.C. W 42"CMP SD ROii#MD PK NFL (AT C NTERUNE INTERSECTION) MATCHUNE C4.3 1414 S. 324TH ST. v 9 C#3.5 Ty II 48"obi RIM=428.11 78LF- TRENCH f(�N: I I -420.20: 12"E DRAIN ® 0.5% '� CROS NG & 1=424.00 6"N SEE DEATIL ON EXISTIf��IE G TER I SHT. C4.3 r, IE=425.5 I ' 66 `. J .2`S. •. • t • ..a ' 7 29LFt 12' ® 3183% GAS j4_ 78LF 127 E 425.11 ® 0.5%i € - --- ---------------- R CO 42 ° CB TYPE II RIM 426.14 6ry6 % � F E-416, � RISER w/ 1 I AND REPLACE WI H SO Rp CO 1 TYPE II 48"0 RIM=42-4,'.74 LO� IE=419.81 (12") 2� --- 1 ® RIM 425 9I1 IE 419.31� CO V �.42 N #. 42 1 � 25 RM 41 E z J t i RFMO'VE ^ CAP IN � 9 (12-CP- i j 424 M CB=422.44 I 424 [''_C-XIST 18" STORM IE 412.82 (18"- N IE 41 . 2 IE=419.35 1 & VERIFY 0 (16"cM -) _ yr �° RECONNECTION 850 DOWNSTREAM TO SOUTHEAS ;7" -- 111 _- TY II-48 0 CB #3.6 8" PERFORATED PIPE FOR W/SOLID LID SET INLINE WITH EXIST. ROOF & CANOPY DRAINAGE NC3)PIV 18 STORM PIPE ONLY. i RIM=427.5 IE=419.9f EXIST. 18"W&E 6 CLEANOUT W/ EXIST CB WITH SOLID LID I IE=424.50. 8"N RING & COVER ADJUST RIM AS REQUIRED - E=428." - - I=426.50, If ♦ . •a : �a 8 h. 4LF 8" SOLID PIPE ® 0.507.14 is - ---- -_ _--= = = ~ i 198.5LF 8" PERF. PIPE 00.50% - - - - IE 423.�jp,st 427 427 427 1-=m-'----------- ----- �� - - - - - - - - - - - - - 2 426 PROPOSE WATER :: ---427 - g � k ��E.�46� � ♦ 12 m......-..,...µ«..me. s $ x $ ..., ,«......,. .... s S 2-E COPYSs ;. 2 I € ADJUST EXIST - RIM -�,.�.�----�,.� �----.�----------.�-�..��,-- ` ---m. -��, _. � � .._:.. �-- � �� - 8 TO NEW GRADE I24------------------------------- CB �CAP EXIST STORM LINE EXIST. 6"-' " E 44'�' TE=42,'7s 24---'- ROOF DRAINAGE EXIST CB WITH 23 2 ��., SOLID LID ADJUST RIM AS REQUIRED 22 d 42 --42 1 --,-.-.-------.-., ---- - -.------------ t 21 (• , "� -- I 4 CONNECT TO EXISTING �� 42 lSOLID D IE 419.35 (12") W. "a 01 W,-- Ctic �a®-®_,------------ - - - - - - - - -�-� �, - � �o -- --- - -----w��-- 12 RIM=421.47 12>1 S W25 IE=418.97 '•I ' SDMH - f �. .� i � RIM 419.23 _ IE 415136.CB#24 TY I I I C8�2.1 ( � � � C6�2.2 TY I ("PVC -SE) RIM=419.66 I I TY I y RIM-419.04 11 441�2.93 (18"CMP-S) IE-417,42 IM-E 4 9 21®� ( «" 2" ® IE' 414. 2.12" 33 (18"CMP-E) 1 $�� a N �CB#3.9 - - - �« «b.� a._"_ _ - ® CB#2.3 TY 1 12"CMP ,'« m.. KK Po i _ 1180t " `® ' a RIM=419.35� I E CB TYPE I-12'CMP Spy �e JJFF_191 IE 15®21 6 - - - - - - ( RIM 418.46 6 - »,- IE=416.53 �j CB TYPE I 1 IE 415.66 - I I (' _ _E) 1 ® + F RIM 4082 B ( ` IE 406.62 - (12"CMP-N IE 414.80 (12"CMP-E SOLID LID CB €$ Ty I CATCH BASIN RIM 405.85 Et ,6d} t ( CB TYPE I CB TYPE I W/SOLID LID IE 399.70 IE 395,16 I l RIM=407.10 (12"CP-N & E 1 [ RIM 407.04 I I I (� 42" THAN}Ia ! IE 404.14 (4"PVC-PVCSOLID LID CB 1 f EI 4::3 (12"CMP-W) RIM 405.22 IE=402.10, 12"S I is CB TYPE 1 �! RIM 407.03 { 1610M 405.6519 tT IE 403.79 (6"CMP-W) IE 405.23 14 ADS-N) I IE 4CBf4 (12"CMP-N) E 397.82 I IE 402.65 I ! I IE 403.79 (4"PVC-PVCI )(CTR 12" C2{pN E=402.,72, 2-N I III IE 403.79 10"CMP-N IE 404,53 (6"CMP-W) l f J/� CB#4.1 ) IE=402.00, 12"N 12 CMP SD. . . . " .>_.. IE 403.74 (10'CMP _8)� IE 404.18 (10"CMP-S) 14 ADS 1 / 3�TI0RMF LTER I CATCH BASIN I I 1 € 1 ..- - -t IT TER JOR SOLD L RIM 401 IE 400., CB TYPE I IE 400.23 I 0) f ( IN FEET ) 1 inch = 20 ft. I - 1 414.14 1 I ("" w/ IE 413.84 1 -N ) O I ; CB EI mwx RIM 41 L49 MASH 0 IE 41 42, �- � � � •,� i) (gp CB TYPE I a � .. RIM 418.58 I a I IE 416.98 (4"PVC-S) _ I [ ( « + IE 416.88 (6"PVC-NW) i I 1-STORY� STUCCO E4 . OIL A EXTERIOR SEPARAT P WV' RIM 41.3 BUILDING IE 413.7 gg d ( (4"PVC- v{i a1 p gI � T IE ` i e (4"PVC-VC-E �, 5,717 1 J �T.r + CB TYPE 11 CB p1 RIM 415.48 RIM 66_-•' t r4 , IE 412.98 + i (6". PVC-N �6 P N �) +F #{ I1 6•PVC SD; # d EX RR r 1� :� a ESE RIM CB#2.6. TY I J TMj27 1 'Y2" + __. SDMH_� ' ) TO NEW GRADE RIM=411.65 _ TaM-441 $ e RIM 4,'_ II IE-414. 1,18" IE-409.02r"�_ j IE 409�5Q 11 t L a IE 410.80 (6 PVC-S) 4c� RIM 416."-- -----� IE 41D.00 (18"CMP N & I SE) $' IE 414,91 (1P-W & S) lJI O � � S0LID LID CB =0- , I RIM 4-05.23 � «� p7 ®� IE 401.23 (6"A)S-N) RIM 406,06 lam✓ + 1 IE 401.03 (12" P-S) I � i 399.06 ST IE 400.98 12" P-E (C 12, OHM) Te- m"•"„tea.- _ �; °"'�,�..•._•",."u """�. „„„„„,. ,�-... .�,,. �..�.,..., �„„„....„."_ 3 ) 12 SD Niy r ,» �.--».«««.- 12"CP SD w »- - - - w I CB TYPE I „ --- - IE (1 (10 CMP-) IE 400-83 RIM 404.87 ) \-CB TYPE I CB TYPE I 83 (1-S & NN) IE 400.17 (12"10P-W) 91 RIM 404.69 RIM 405.77 IE 39& CTR 42" CIj�N � IE 401.29 (1e2-CCP-N) IE 401.97 (12"CP-N & S) IE 400.29 • - IE 400.19 (12"CP-S) I I I RIM 405.57 IE 398.27 (CTR OF CHANNEL) STORM LEGEND (5 TY II CB (GRATE LID) O TY II CB (SOLID LID) 0 TY I CB ❑ EXIST. CB EXIST. SDMH PIPE FLOW DIRECTION NI*12'1 ' 1274, NI'2 '13'2 2647 PACIFIC HIGHWAY PERMIT NO. 1 1-102020-00-UP PRECON/INSPECT (253) 835-2732 APPROVED DATE • V:0' Z :Lr-vor- UC4 0 rl)Lnnz I-) C14 = cy) K) of L.Lj I rir') Lij z � ~ -i �°p�v _ i X U r) Q J 4d () Lj LLJ a W z wo 0 LIJ v J O M z 3 •- .► T � � "M A V� U N NV) N�� m N CV d• C'4 I-- N O T 0 O O - H Z W O 0 J J O v-, 5 W m M w Of vo ic) IY Ld 0-W `1 Y W L U U > W Q _I Q J z W W z \ W Z i l/ /^J Q /Lj v J cy z Q v) N ^_ Z LLJ O CD ~ O z -ate Q� 0 00 � W 0-)� � LJ O U J w p LLJ LL_ drawn by checked by WPG TFD scale date 1 "=30' 104/24/11 job no. 2003142.17 sheet C4.1 of U:\LDD\2003142.17\dwg\xe-stm-PHASE B.dwg, C4.1-STM, 4/25/2012 8:28:52 AM m i� j CB'1f1'PE 2 ( c RIM 430.21 - IE 424.711 qAP Ile oil II �I I S aH RIM 42332 IE :32 BARB RC A1. 0 TOP BARB RC ALONG IE 429.76 (12'-E do NW) 8' SIC, RET WALi r WNC. RET-WALL Ir ! 1 CB TYPE I ) $ O RIM 431.22 (PARTIALLY OBSTRUCTED BY CONCRETE) IE 426.92 CB TYPE I RIM 431.07 IE 428.37 (6"-E) (12"CMP-N) IE 426.82 (12"CMP-S) g, IE 427.67 (12"-W) IE 427.57 fR E#P � ®� 12 'ehP SD -«.�«.».®-,�,��,.�,-�,ra,,.�-.,,,,�-�,- (12"-S) ellG. f. - CB TYPE I RIM 431.39 IE 426.19 PENCE WOOD � - TT (12-N ( ) ..._T � IE 426.09 (12"CMP-W)(CONNECTION UNKNOWN) IE 425.99 (15"CMP-SE) y {6) GAS RISER ELT C Wf W/ VALVE POWER 1�cTF�tcA�, M»s METUCTERS AND CONDUIT -STORE` CONCRETE BUILDING 1320 S, 324TH ST. 25,311 SCE. FT, r1 / A, n ,. 1 /'1 n r I n r• A I m • m rl 1 A A I f'� 7ORATED PIPE �I 12° C PER PLAN WASHED DRAIN ROCK I i I 18 CONTRACTOR NOTE: To ! «"I ALL EXISTING MANHOLE PIPE2.0 MIN. �wm CONNECTIONS MUST BE CORE DRILLED. «'- 4.0 CONNECT TO EXISTING CB TY II 48"0 # ]2N I RIM=429.46 INFILTRATION TRENCH II 11 W/SOLID LID TY II 48I STORMFILTER CB# 5. IE-421.S - f W SOLID 1 CANISTER » CONNECT TO RIM-430.3 » / - I IE=424: 8 S IE=419.88, 12 N RIM=431RIM-429.1f SECTIC��N T I EXISTING CB ` e IE-421.1IE=426.8 # iF I RIM=428.73 IE=419.88, 12 SECAS RIB t NS ; _ » m I IE=421.115LF-8 PVC r V ° r i I IE=419.43, 12 N„ it i I� � ICLOm 43 g jj 49LF 12 ®i ?€wv �... _ - 1 - 0.92% II� T » $ CB TYPE I ' g� 45LF 12y if RIM 43o.e4 - _ dl " 1 r 0.70/c�5 IE 428.44 = ` s 238LF 12 PERF. PIPE ®0.50� P'�, M®N _ J B 1 } Z RIM 73 TOTAL DIST. BETWEEN MH s =252 (CTR CTR C RIM 432.28 CB TYPE I �., ,� ...„, ..,.e ._...- ,£� � � �_ _� 1 IE RIM 423.05 J. i) » _ _ _ .... m,.,, _ _ _ - 44 i�� W ,, , ...-- - »_ ... - 1 420.15 W Po 5LF 12 SOLID _ _ _ ...-._ _ _ ....__ - _ _ _ - _ - _______ - ______________ _ _. . -,----ek � � a� � PIPE @ 0.50% - - - - - _ s c�a�a z� K -------- �) I 9IM ) ...I - efy»iM,---------- »--W-..,.------Ev J � � s I® 1 ." _ w 12"CP SD - �'�+ 3 -- �'°w t i I CONTRACTOR NOTE: j ! CB TYPE 2 i 4 EXISTING GAS TO BE REROUTED. { RIM 429.89 e I I I IE 422.09 12'CP-NE i CONTRACTOR TO COORDINATE WITH SDMH ( ) ! GAS PROVIDER FOR NEW GAS IN- RIM 42s.46 IE 422.09 (12-CPI IE 421.56 (12-S a -- RIM=419.63 W/SOLID LID � I � � GENERAL N 0 TE S IE=417.13 N I STALLATION. _ M �H +& IE 421.46 (12"CP-N) �=4 '78 -14a1 GO I 'S d1 IE 421.01 (12"CP-NYQ �`� 1 II I g IE 420.91 (18'CP-CP„1 1 RIM 429.11 i CB TYPE 2 -EXISTING TYPE II GAS FV # IE 421.41 (12-CP-N) CB TO BE REMOVED. WJ AL ;�Mw STORM LEGEND d I i l i F -43t II I ) IE 421.31 (12-CP-SE) P jjj I 1 t r STORMFILTER CB# 5.1 PLUG EXISTING 12" CP 1 CANISTER TY II CB (GRATE LID) OUTLET WITH CONCRETE. RIM=429.7f ET IE=427.4f O TY II CB (SOLID LID) 3LF-8" PVC 6 r I CB TYPE I I CB TYPE I -- ® TY I CB j �'""" I=418.54 N I RIM 428.01 RIM 427.85 I PLUG EXISTING 12" CP 0 REMOVE EXIST. GRATE IE 424.81 INLET FROM THE NW. $ CB#3.12 TY I "PVc`°`so `® I AND INSTALL SOLID LID. ® EXIST. CB I RIM=412.90 ti 84 ADJUST GRATE SO THAT IE=412.94 „® � (ypE I # � � � � ( � acs$ �e0,"'I _. ✓'` I RI 415. <zg'..,.a..:..,,,,..�„�,�...,.-...�..,.,..d�»...«.. ��.�2C, �e r --,� �� wv t I LID IS HIGHER THAT NEW EXIST. SDMH �� WATER QUALITY (WQ) CB. 'k� �� W ®�L "- TYPICAL PIPE FLOW DIRECTION i PLUG EXISTING 6 CMP iM '.E4412.46 REMOVE EXISTING w 9 1 E # co LOT ! CATCH BASIN. f 2-STORY I �$ [ pp CB TYPE I i ,c ; I RIM 427.63 lip .�•3.:'. • 6"CMP SD :01I � � � � i CONCRETE I 1 � � I i -- 1 BUILDING N -b 1414 24T T. � t aIA� "• (3)PIV » $m -m ffi� TY II-48 CB #3.6 g» PERFORATED PIPE FOR 42,788 S , FT. I ! � i � � � W/SOLID LID SET INLINE WITH EXIST. 32x g 3.5 i 18" STORM PIPE ROOOY &CANOPY DRAINAGE CB TYPE I I € ( I ) C+� # I $ RIM > I T 11 48"� i ' RIM = 427.5 IE 4osso (12-01-S) DI-s)CB t M=428.11 78LF TRENCH EXIST CB LID RI 77 I I I I » N i IE=419.9f, EXIST. 18"W&E 6" CLEANOUT W/ WITH SOLID M 4CB 1279 I E I�� 67_; N:=420.20 12 E DRAIN ® 0.5% , ADJUST RIM AS REQUIRED � » � � IE=424.50. 8 N RING &COVER IE 4osas (12-DI3 _ P ROS NG SEE DEATIL ON IE 409.74 (12"CMP-S s I=424.00 6 N I E=428 85 .m I BUMP I EXISTI G TER € 1t I I SHT. C4.3 _ - - I =426 50, � RIM 413.32 IE 4037 1 t t I i i I IE=425.5 '. ',• '` �: ss (CiR CHANNEL.) P } Y ••a .. . . 12"CM• ' '• i" _ 1 29L14 12' 1 4LF 8" SOLID PIPE 0 0.50% T : •'' P I T E I a• - ® 3183%1 r ` . A, N� j 1 y I -na P! i1rI t I 78LF 1 E=25.11 I - -_ _ - =- - =- - == = =_ - == =73 - - = =- == = n r1.�c. q (� 0.5% 198.5LF 8" PERF. PIPE 0 0.50% =42 - 42 427 r,� IE 423.bo.s' �mi € 1 --- --- ------------- 427 1 1 ---------- - - - - - - - - - - - - 3 ° { _A CB I TPh I - R CO CB TYPE I N r1 IE 408.18 1^ `' RIM 426 34 4 . . KEY PLAN F-416,44 As R1R W/ -- r = '.lf�l i I 3 2 26 -- I I ( a �1 RAMP - - - T 12'DEC �( l 1 > I � f � MATCHLINE C4.1 GRAPHIC SCALE 20 0 10 20 40 80 ( IN FEET ) 1 inch = 20 ft~ PERMIT NO. 1 1-105020-00-UP PRECON/INSPECT (253) 835-2732 APPROVED DATE ' f - V 1 Z 00 �� 0�o 0 d O l� U ( 1 U 0 t7�roz w N L J CN Mrnl �= C') > 000w Z v°°vm 2 V' �XLLJ � V o � Q = J 46 Od Ln w a W z we 0 0 �J.m � z a r Ld o O M 3 •- w i J z 'M V) C) co, D NN00 m YIIYII V) z w O J J O F- m I_ m w w 1rV)V) W Y W Y W � w U z U z w Of J IL J d t7 N Z z oF___ d- Lv w 0 z \ LLJ ry ry V ( Cy z Q U N IZ Z Lu 0CD _ Q z Q 0 Q V) LLJ TT v Ld a' � 0 U () LIJ _ 0 Lu 1 1_ drawn by checked by WPG TFD scale date 1 "=30' 04/24/11 job no. 2003142.17 sheet C4.2 of U:\LDD\2003142.17\dwg\xe-stm-PHASE B.dwg, C4.2-STM, 4/25/2012 8:29:16 AM KEY NOTES 0 I I� w CB W/ SOLID LID 100 RIM 434.94 IE 429.94 12"CMP SD EV ------------------------------------------------------- I, - «....,. . � t cV ....»... I ... ........,.«-.. - - ---- .,�..»»..«.. � N 8 CP SD _ I - - - - -- - � - - - - - m EV EV EV EV ET CB TYPE I RIM 426.16Wv IE 423.56 (6"CP-E) EkL IE 422.86 (8"CP-N) o IE 422.66 (12"CP-SW) z z OIL/WATER TYPE I CONTRACTOR NOTE: R MB 434.54 SEPARATOR YPE I SD 0 IE 431.94 RIM 435.56 CO ALL CUT IN CONNECTION POINTS I IE 43�_W6 0 MUST BE VERIFIED PRIOR TO 2CP P SD 1 INSTALLING ANY WATER QUALITY 2"cP SD CATCH BASINS. MAIN M I EXISTING TYPE I CB \ TO BE REMOVED. PLUG TEE ON 12" CONC. PIPE STORMFILTER CB# 5.4 2 CANISTER RIM=426.5± IE=423.9± - - m . CB TYPE I - CB TYPE I RIM 425.86 RIM 425.49 IE 424.56 IE 423.49 CiNCPEE -. [SING PAD STORMFILTER CB# 5.3 1 CANISTER ° ° ° RIM=426.85 CAMP 1 E= 424.55 CB TYPE I 5 LF- 8" PVC RIM 426.72 IE 425.22 (6"PVC-W) IE 424.72 (6"CP N & E) IE 424.12 (8"CP-S) CUT INTO EXIST. 8"J RAMP CONC. PIPE AND CONNECT STORMFILTER CB# 5.2 2 CANISTER RIM=426.1 f IE=422.9 15LF- 8" PVC I -STORY CON&RET BUILDINJ 32057 PACIFIC I WY S. 113292 SQ. FT. ,cxS. ROOF DOWNSPOUT LINE ON OUTLET SIDE OF NEW WQ CB. THIS STRUCTURE IS NOT MEANT TO BE A LOW POINT FOR COLLECTION. SL REMOVE O EXIST. GRATE IT'S TREATING WATER THAT'S AND INSTALL SOLID LID. COLLECTED BY CB ON NORTH SIDE ADJUST GRATE SO THAT OF DUMPSTER. LID IS HIGHER THAT NEW WATER QUALITY (WQ) CB. TYPICAL ---------------------------------- ra �..08 � \ S d y�;�l � -...,....«.,.,.....,,.......«...«.-.........a.-....e..a.�....e»».....--m..-........<.�<,.......e«w.<.,,.....,...»»-..w •nd p . �.@'*�.,.�s. �"3�)..r 0 e�.0 \ � ' � , -...,....8 ""„°°"„^.'.--• � Y _ _ n.�.it� I CB TYPE I n'... :.k4 ....xyR^, I3 NI RIM 425.86 •-I IE 424.56 RIM 425.49 IE 423.49 ONCRE'T°E I= U d > �'EC-""""°"""- �-- L DING PA - -r -. ..mH �,.,,- .,�._. «.� _...�,. « I °� L _ °- 6 CR I �- 6 CP I RAMP ET 95 t��i: *4F' d b FwV1 CB TYPE I GAS RISER RIM 426.72 W/ VALVE r IE 425. (6"PVC-W) PAVING NOTE: IE 424.72 6"CP N& E) I REMOVE EXISTING ASPAHLT AND IE 4 .12 (8"CP-S) I GRADE TO DRAIN TO NEW STROMFILTER CB. GRADES TO BE FIT IN FIELD. PATCH EXISTING ASPHALT WITH USE DRIVE AREA PAVING SECTION FOR DRIVE AREA PAVING SECTION. I NEW ASPHALT REPLACEMENT. TRENCH DRAIN t I 1 RIM 430.40 i CANOPY IE 430.00 (3"PVC-N) ; t I PAVING RESTORATION DETAIL RIM 439.62 _ DO! J LE YEL W 3I CB TYPE RIM 436.84 U UI - - � S COP ------- ------__»_.�-....IE�435.1 (12"C N) PLUG 6�,t SO� ��_ --- - ROOF DRAIN ,� ��_ OAT;=.. -_- PIPE IN C B . ,,`'` _'' CB TYPE I_�' RIM 436.93 ,,\ IE 434.9 (12"C NW) INSTALL ROOF TYPE I RIM 436.75 12" C. W DRAIN CLEANOUT-- iE 435: _f - -» EV \ 5.2 IE 436"C S) mmm »mom r I » TS TRENCH DRAIN RIM 430.33 IE 429.53 (3"PVC-N) GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) 1 inch = 20 ft. 80 PERMIT NO. 1 1-105020-00-UP PRECON/INSPECT (253) 835-2732 APPROVED DATE FED A[ WAS' SIGN 8 I I$ i f� I I s I I I I - Cl� TYPE I RI � 440.41 IE 437.8 (12"C£ NE) 00 00 00 i STORM LEGEND (5 TY II CB (GRATE LID) O TY II CB (SOLID LID) ® TY I CB EXIST. CB EXIST. SDMH PIPE FLOW DIRECTION KEY PLAN aTt • Z 40orroo Q� U � I d •` N v C1In 4 VI ♦^ W Mrnro �I'm V Z 0 o p Lij v°°�m 2 LLJ X 3 `U IT� Q i J od Cf) 0 Ldz Ld 'Q o 0 c5 � o' z Ld ar x c O M Zan � ��M V I U N Oa00 M NfW0) ANNNI F_ z W O J J z O U Q Q N w > m m � Y Y W 0 W W 0 U U W L z z x a Q_ rC N z o W Lu I- 0 Z \ V (_ Q V) 2 CY z d- N In z W 0 = Q D z Q 0 Q IX V) o m C�3 Ld Q (y W T� v o U � Q Ld w = 0 Lu drawn by checked by WPG TFD u =x scale date ° o o 1 "=30' 04/24/11 job no. �a 2003142.17 , sheet C4.3 of U:\LDD\2003142.17\dwg\xe-stm-PHASE B.dwg, C4.3-STM, 4/25/2012 8:15:43 AM OUTLET STUB (SEE NOTES 4#5)� WEIR WALL SCUM BAFFLE B C 2 2 F 10" W. '•�, �_ •S •�• It .1 . ' • '� , •. G" OVFRIAP A 1 INLEt5TUB REINFORCING BARS (OPTIONAL) (SEE NOTE G) (SEE NOTES 4*5) 1-CARTRIDGE CATCHBASIN - PLAN VIEW 1 1 4"O INLET GRATES OPENING T_ t 4--I' OUTLET STUB_ (SEE NOTES 445) CLEANOUT ACCESS PLUG ON WEIR WALL ACCESS COVER 2 112" CONCRETE COLLAR (SEE NOTE G) 5TORMFILTER CARTRIDGE (TYP) (SEE NOTE 2) I I \ I UNDERDRAIN MANIFOLD 2'-4" 2' IN51DE INSIDE 4'-4 3/4" OUTSIDE 1-CARTRIDGE CATCHBASIN -SECTION VIEW A 1 02006 CONTECH Stormwater Solutions A�1TCAL1® STEEL CATCHBASIN STORMFILTER DRAWING STORMWATER PLAN AND SECTION VIEWS 1 SOLUTIONS STANDARD DETAIL - 1 CARTRIDGE UNIT 1/3 contechstonnwater.com DATE: 11/01/05 SCALE: NONE FILE NAME: CBSF1-S-DTL DRAWN:MJW CHECKED:ARG OUTLET STUB (SEE NOTES 4*5) WEIR WALL • • • i al •y ( 1 1 I N � � 6" SCUM BAFFLE INLET STUB (OPTIONAL) (SEE NOTES 4*5) 2-CARTRIDGE CATCHBASIN - PLAN VIEW / 1� 1 6' OVERtne 4' Cam) REINFORCING BARS (SEE NOTE G) 4"0 OPENING INLET GRATE OUTLET STUB ACCESS COVER (SEE NOTES 4*5) (TYP) z ur CONCRETE COLLAR (SEE NOTE G) STORM FI LTER CARTRIDGE (YP) CLEANOUT (SEE NOTE 2) ACCESS PLUG ON WEIR WALL UNDERDRAIN MANIFOLD 2' INSIDE INSIDE INSIDE 7 OUTSIDE 2-CARTRIDGE CATCHBASIN - SECTION VIEW fA"� 1 02006 CONTECH Stormwater Solutions /A.4t.mvie^U STEEL CATCHBASIN STORMFILTER DRAWING V1111MI I: r1110—:7 STORMWATER PLAN AND SECTION VIEWS 1 SOLUTIONS. STANDARD DETAIL - 2 CARTRIDGE UNIT 1/3 contechstonnwater.com DATE: 11/01/05 SCALE: NONE FILE NAME: CBSF2-S-DTL DRAWN: MJW CHECKED:ARG w H V) ry W Q J PERMANEN ELE VARIES 2'-3 5/8" MAX. INLET STUB (OPTIONAL) (SEE NOTES 0 5) 1 OUTOUT SIDEE 1 tom-- OUTLET STUB (SEE NOTES 4* 5) 0 OUTLET PIPE FROM UNDERDRAIN 1-CARTRIDGE CATCHBASIN - SECTION VIEW 02) LIFTING EYE (IYP OF 4) PERMANENT POOL ELEVATION CARTRIDGE 6" SUPPORT FYP> 1-CARTRIDGE CATCHBASIN - SECTION VIEW 2 02006 CONTECH Stormwater Solutions DRAWING ALI7'CALI® STEEL CATCHBASIN STORMFILTER �1►�i� � ram:? STORMWATER SECTION VIEWS 2 SOLUTIONS STANDARD DETAIL - 1 CARTRIDGE UNIT 213 oontechstommater.00m DATE:11/01/05 ISCALENONE I FILE NAME: CBSF15-DTL DRAWN: MJW CHECKED: ARG 5 114" 2'-3 5/8- S s' OUTLET STUB_ (SEE NOTES Of, 5) 2"0 OUTLET PIPE FROM UNDERDRNN 2' r-O u2° OUTSIDE 4"0 OPENING PERMANENT POOL ELEVATION 7 ' VARIE5 2'-3 5/8" MAX. INLET STUB (OPTIONAL) (SEE NOTES 44 5) 2-CARTRIDGE CATCHBASIN - SECTION VIEW 2 LIFTING EYE (TYP OF 4) I 11�li�li�• 2-CARTRIDGE CATCHBASIN - SECTION VIEW �C1 2 02006 CONTECH Stormwater Solutions A_4�L19M^L ll STEEL CATCHBASIN STORMFILTER DRAWING v11Fiq_ a ram:? STORMWATER SECTION VIEWS 2 SOLUTIONS STANDARD DETAIL - 2 CARTRIDGE UNIT 23 oontechstormwatenoom DATE: 11/01/05 SCALE: NONE I FILE NAME: CBSF2-S-DTL DRAWN: MJW CHECKED: ARG GENERAL NOTES 1) 5TORMFILTER BY CONTECH STORMWATER SOLUTIONS; PORTLAND, OR (800) 548-4GG7; SCARBOROUGH, ME (877) 907-8G7G; ELKRIDGE, MD (8GG) 740-3318. 2) FILTERS TO BE SIPHON -ACTUATED AND SELF-CLEANING. 3) STEEL STRUCTURE TO BE MANUFACTURED OF 114 INCH STEEL PLATE. 4) STORMFILTER REQUIRES 2.3 FEET OF DROP FROM RIM TO OUTLET. INLET SHOULD NOT BE LOWER THAN OUTLET. INLET (IF APPLICABLE) AND OUTLET PIPING TO BE SPECIFIED BY ENGINEER AND PROVIDED BY CONTRACTOR. 15) CBSF EQUIPPED WITH 4 INCH (APPROXIMATE) LONG STUBS FOR INLET (IF APPLICABLE) AND OUTLET PIPING. STANDARD OUTLET STUB IS 8 INCHES IN DIAMETER. MAXIMUM OUTLET STUB IS 15 INCHES IN DIAMETER. CONNECTION TO COLLECTION PIPING CAN BE MADE USING FLEXIBLE COUPLING BY CONTRACTOR. G) FOR H-20 LOAD RATING, CONCRETE COLLAR IS REQUIRED. CONCRETE COLLAR WITH QUANTITY (2) #4 REINFORCING BARS TO BE PROVIDED BY CONTRACTOR. 7) ALL STORMFILTERS REQUIRE REGULAR MAINTENANCE. REFER TO OPERATION AND MAINTENANCE GUIDELINES FOR MORE INFORMATION. INLET GRATE UU IJIUE KIM 1-CARTRIDGE CATCHBASIN - TOP VIEW rl ACCE55 COVER RIM 02006 CONTECH Stormwater Solutions \3� A_4�L19m^LI® STEEL CATCHBASIN STORMFILTER DRAWING AIFEWS a ram:? STORMWATER TOP VIEW, NOTES AND DATA 3 tz SOLUTIONS• STANDARD DETAIL - 1 CARTRIDGE UNIT 3/3 contechstommater.00m DATE:11/01/05 Is NONE FILE NAME: CBSFI-S-DTL DRAWN:MJW CHECKED:ARG GENERAL NOTES 1) STORMFILTER BY CONTECH 5TORMWATER SOLUTIONS; PORTLAND, OR (800) 548-4GG7; SCARBOROUGH, ME (877) 907-8G7G; LINTHICUM, MD (8GG) 740-3318. 2) FILTERS TO BE SIPHON -ACTUATED AND SELF-CLEANING. 3) STEEL STRUCTURE TO BE MANUFACTURED OF 1 /4 INCH STEEL PLATE. 4) STORMFILTER REQUIRES 2.3 FEET OF DROP FROM RIM TO OUTLET. INLET SHOULD NOT BE LOWER THAN OUTLET. INLET (IF APPLICABLE) AND OUTLET PIPING TO BE SPECIFIED BY ENGINEER AND PROVIDED BY CONTRACTOR. 5) CBSF EQUIPPED WITH 4 INCH (APPROXIMATE) LONG 5TUB5 FOR INLET (IF APPLICABLE) AND OUTLET PIPING. STANDARD OUTLET STUB IS 8 INCHES IN DIAMETER. MAXIMUM OUTLET STUB IS 15 INCHES IN DIAMETER. CONNECTION TO COLLECTION PIPING CAN BE MADE USING FLEXIBLE COUPLING BY CONTRACTOR. G) FOR H-20 LOAD RATING, CONCRETE COLLAR IS REQUIRED. CONCRETE COLLAR WITH QUANTITY (2) #4 REINFORCING BARS TO BE PROVIDED BY CONTRACTOR. 7) ALL STORMFILTERS REQUIRE REGULAR MAINTENANCE. REFER TO OPERATION AND MAINTENANCE GUIDELINES FOR MORE INFORMATION. INLET GRATE ACCESS COVER ! t` ? • �� ' •• •• INSIDE RIM •N i • �•:.• ••� •� : , ,� , • N •«,..� 2'-4" 2'-4" 2'-4- INSIDE RIM I1,151DE RIM IN51DE RIM T-1- OUT5IDE RIM 2-CARTRIDGE CATCHBASIN -TOP VIEW 1 3 D 02006 CONTECH Stormwater Solutions A;9hhimmALI® STEEL CATCHBASIN STORMFILTER DRAWING %Fv41 CW_ i M"'ILOW:'7 TOP VIEW, NOTES AND DATA 3 STORMWATER STANDARD DETAIL - 2 CARTRIDGE UNIT 3/3 SOLUTIONS.• contechetonnwater.com DATE: 11/01/05 ISCALENONE FILE NAME: CBSF2-S-DTL DRAWN: MJW CHECKED:ARG I -CARTRIDGE CATCH BA51 N 5TORMFILTER DATA STRUCTURE ID CB# 5.0 WATER QUALITY FLOW RATE (cfs) 0.01 G PEAK FLOW RATE (< I cfs) 0.014 RETURN PERIOD OF PEAK FLOW (r5) 100 CARTRIDGE FLOW RATE (1 5 OR 7.5 m) 7.5 MEDIA TYPE (CSF, PERLITE, ZPG) 2 PG RIM ELEVATION 429. 1'± PIPE DATA: I.E. I DIAMETER INLET STUB XXX.XX' XX" OUTLET STUB 42G.8'± 8" CONFIGURATION OUTLET OUTLET 1 -'—_-� u—v� INLET INLET SLOPED LID NO SOLID COVER NO NOTES/SPECIAL REQUIREMENTS: RIM ELEVATION MAY VERY FROM PLAN FIELD CONDITIONS. DUE TO I -CARTRIDGE CATCH BA51 N 5TORMFILTER DATA STRUCTURE ID CB# 5.1 WATER QUALITY FLOW RATE (cfs) 0.003 PEAK FLOW RATE (< I cfs) 0.024 RETURN PERIOD OF PEAK FLOW (r5) 100 CARTRIDGE FLOW RATE (1 5 OR 7.5 m) 7.5 MEDIA TYPE (CSF, PERLITE, ZPG)1 2 PG RIM ELEVATION XXX.XX' PIPE DATA: I.E. DIAMETER INLET STUB XXX.XX' XX" OUTLET STUB XXX.XX' XX" CONFIGURATION OUTLET fn OUTLET 101 INLET I w INLET SLOPED LID YES\NO SOLID COVER YES\NO NOTES/SPECIAL REQUIREMENTS: RIM & INVERT ELEVATION MAY VERY FROM PLAN DUE TO FIELD CONDITIONS. I -CARTRIDGE CATCHBASIN 5TORMFILTER DATA STRUCTURE ID CB# 5.3 WATER QUALITY FLOW RATE (cfs) 0.008 PEAK FLOW RATE (< I cfs) 0.07G RETURN PERIOD OF PEAK FLOW (rs) 100 CARTRIDGE FLOW RATE (1 5 OR 7.5 m) 7.5 MEDIA TYPE (CSF, PERLITE, ZPG) 2 PG RIM ELEVATION 42G.81± PIPE DATA: I.E. DIAMETER INLET STUB XXX.XX' XX" OUTLET STUB 424.5±' 8" CONFIGURATION OUTLET in OUTLET W INLET INLET SLOPED LID NO SOLID COVER NO NOTES/SPECIAL REQUIREMENTS: INVERT ELEVATION MAY VERY FROM PLAN DUE TO FIELD CONDITIONS. 2-CARTRIDGE CATCHBASIN 5TOKMFILTER DATA STRUCTURE ID CB# 5.2 WATER QUALITY FLOW RATE (cfs) 0,015 PEAK FLOW RATE (< I cfs) 0. 1 5G RETURN PERIOD OF PEAK FLOW (r5) 100 CARTRIDGE FLOW RATE (1 5 OR 7.5 m) 7.5 MEDIA TYPE (CSF, PERLITE, ZPG) 2 PG RIM ELEVATION I 42G. I'± PIPE DATA: I.E. DIAMETER INLET STUB XXX.XX' XX" OUTLET STUB 422.9'± 1 8" CONFIGURATION OUTLET O O INLET SLOPED LID NO SOLID COVER NO NOTES/SPECIAL REQUIREMENTS: RIM ELEVATION MAY VERY FROM PLAN FIELD CONDITIONS. DUE TO 2-CARTRIDGE CATCH13A51N 5TORMFILTER DATA STRUCTURE ID CB #5.4 WATER QUALITY FLOW RATE (cfs) 0.022 PEAK FLOW RATE (< I cfs) 0.159 RETURN PERIOD OF PEAK FLOW (r5) 100 CARTRIDGE FLOW RATE ( 15 OR 7.5 m) 7.5 MEDIA TYPE (C5F, PERLITE, ZPG) 2 PG RIM ELEVATION 42G.51± PIPE DATA: I.E. DIAMETER INLET STUB 424.0'± 1 1 2" OUTLET STUB 423.9'± 1 1 2" CONFIGURATION OUTLET O O I N LET SLOPED LID YES SOLID COVER YES NOTES/SPECIAL REQUIREMENTS: INVERT ELEVATION MAY VERY FROM PLAN DUE TO FIELD CONDITIONS. PERMIT NO. 1 1-105020-00-UP PRECON/INSPECT (253) 835-2732 APPROVED I UA I E • Z �ol�o 0 NrnNZ w N W Mrn�= ♦^ v > w Ov°°vm Z � �o S V) Z#ZLLj X U Q 2 J 46 V) Lij in W Lt J :7 IQ 0 0 W0 >� z LLJ Q� � v J O M z 3 n at 2 i M V) U rn90 D 0 OD m N_ N .— I I I r N O Q n 0 0 o O — F_ z w O —1 —1 O U V) W m m Uj 0- w w U U z z J J w 0:� [L a- M I N Z I..LI 0 0z 0 y— (_ _j m Q < 0 Cy V) N Z 0 = -__I "- � O — �1/ Li Q W W J QV T� / _z U Q 0-1 LLJ � Q = 0 LLJ L.L_ drawn by checked by WPG TFD scale date 1 "= 30' 04/24/11 job no. 2003142.17 sheet C4.4 of U:\LDD\2003142.17\dwg\xe-cov-phase B.dwg, BLDG. I WATER Q CB DTLS, 4/25/2012 7:25:12 AM NOTES: 1. CATCH BASINS SHALL BE CONSTRUCTED IN ACCORDANCE WITH ASTM C478 (AASHTO M199) AND ASTM C890 UNLESS OTHERWISE SHOWN ON FRAME & GRATE PLANS OR NOTED IN THE WSDOT/APWA STANDARD SPECIFICATIONS. 2. HANDHOLDS IN ADJUSTMENT SECTION SHALL HAVE 3" MIN. CLEARANCE. STEPS IN CATCH BASIN SHALL HAVE 6" MIN. CLEARANCE. SEE DWG. NO. 2-006, CATCH BASIN DETAILS. HANDHOLDS SHALL BE PLACED :,.'. IN ALTERNATING GRADE RINGS OR LEVELING BRICK COURSE WITH A z :?• MIN. OF ONE HANDHOLD BETWEEN THE LAST STEP AND TOP OF THE "'r' HANDHOLDS2 =': ti• ADJUSTMENT SECTION MANHOLE. TOP SLAB (LEVELING BRICKS OR GRADE 3. RINGS OPTIONAL). ALL REINFORCED CAST -IN -PLACE CONCRETE SHALL BE CLASS 4000. ALL PRECAST CONCRETE SHALL BE CLASS 4000. . . , : , •.• .. 4. PRECAST BASES SHALL BE FURNISHED WITH CUTOUTS OR KNOCKOUTS. KNOCKOUTS SHALL HAVE WALL THICKNESS OF 2 `.•;�• 20" X 24" OR :;'•: MIN. UNUSED KNOCKOUTS NEED NOT BE GROUTED IF 24" DIAM. s' WALL IS LEFT INTACT. PIPES SHALL BE INSTALLED ONLY IN FACTORY KNOCKOUTS UNLESS OTHERWISE APPROVED BY THE i.: •� N ' ' STEPS20R LADDER, ORIENT ENGINEER. INLET SO STEPS WILL CLEAR PIPES. SEE DWG. 5. CLEAR KNOCKOUT OR CUTOUT HOLE SIZE SHALL EQUAL PIPE OUTER " 48",54",60",72",OR 96" :.''±. NO. 2-006. DIAM. PLUS CATCH BASIN WALL THICKNESS. MAX. HOLE s.. SIZE SHALL BE 36" FOR 48" CATCH BASIN, 42" FOR 54" C.B., N ;• '• 48" FOR 60" C.B., 60" FOR 72" C.B., 84" FOR 96" C.B. MIN. :'%'`'. ' ' '' • ''" DISTANCE BETWEEN HOLES SHALL BE 8" FOR 48", 54", AND 60" II : �;::::'• C.B.; 12" FOR 72" AND 96" C.B. 6. CATCH BASIN FRAMES AND GRATES OR COVERS SHALL BE IN = I I ACCORDANCE WITH SEC. 7.05 OF K.C.R.S. AND MEET THE STRENGTH REQUIREMENTS OF FEDERAL SPECIFICATION RR-F-621 D. MATING SURFACES SHALL BE FINISHED TO ASSURE NON -ROCKING FIT WITH ANY COVER POSITION. •• i • Z 54" DIAM.- 8" `' 7. ALL BASE REINFORCING STEEL SHALL HAVE A MIN. YIELD o 60" DIAM.- 6" 72" DIAM.- 8" '' `' :' 4` STRENGTH OF 60,000 PSI AND BE PLACED IN THE UPPER HALF MORTAR N ss" DIAM.-12" ,'' P►�c� BASE & " OF THE BASE WITH 1 MIN. CLEARANCE. FILL .y. '�•'� 8. MIN. SOIL BEARING VALUE SHALL EQUAL 3,300 POUNDS PER t• .. �. •. :..; . e • .: , .. . ,, ��`: r . 1'-0" FOR 48", 54% & 60" DIAM. SQUARE FOOT. ;%:•:..°•"t;• •.'- .. :'::'�!•.::'' •,C.: 2'-0" FOR 72" & 96" DIAM. 9. FOR DETAILS SHOWING LADDER, STEPS, HANDRAILS AND TOP SLABS, *I 0000000000000 00000000 SEE DWG. NO. 4-4. s MIN' 10. SEE THE WSDOT/APWA STANDARD SPECIFICATIONS SEC. SEPARATE CAST IN PLACE 7-05.3 FOR JOINT REQUIREMENTS. *FOR SEPARATE BASE OR SEPARATE GRAVEL BACKFILL FOR FOUNDATIONS CAST -IN -PLACE PRECAST BASE. 6" MIN. COMPACTED DEPTH ONLY FOR PRECAST BASE ONLY. REINFORCING STEEL (FOR SEPARATE BASES ONLY) REINFORCING STEEL (FOR PRECAST BASE & INTEGRAL RISER ONLY) 0.23 SO. IN./FT. IN EACH DIRECTION FOR 48" DIAM. I 0.15 SQ. N./FT. IN EACH DIRECTION FOR 48" DIAM. 0.1s SO. IN./FT. IN EACH DIRECTION FOR 54" DIAM. 0.19 SQ. N./FT. IN EACH DIRECTION FOR 54" DIAM. 0.25 SQ. IN./FT. IN EACH DIRECTION FOR 60" DIAM. 0.25 SQ. IN./FT. IN EACH DIRECTION FOR 60" DIAM. 0.35 SQ. IN./FT. IN EACH DIRECTION FOR 72" DIAM. 0.24 SQ. IN./FT. IN EACH DIRECTION FOR 72" DIAM. 0.39 SQ. IN./FT. IN EACH DIRECTION FOR 96" DIAM. 0.29 SQ. IN./FT. IN EACH DIRECTION FOR 96" DIAM. "O" RING PRECAST BASE JOINT i PUBLIC WORKS CATCH BASIN TYPE 2 48", 54", 60", 72", & 96" DWG' 4-3 DEPARTMENT NO. TOP OF SKID DE h SECTION A -A PUBLICO. DEPARTMENT �� c ►-i r �r ci I t DRILLED LIFTING HOLE 4 1 7/16" 11 1/16" FROM CENTER 1 5/16" BOLT -DOWN DETAIL 1 2 SQ. i /4" '21 1- M -1 1 "', COVER SKID DESIGN DETAIL NOTES: 1. USE WITH THREE LOCKING BOLTS 5/8"-11 NC STAINLESS TYPE 304 STEEL SOCKET HEAD (ALLEN HEAD) CAP SCREWS 2" LONG. DRILL HOLES SPACED 120' AT 11 1/16 RADIUS. 2. MATERIAL IS DUCTILE IRON ASTM A536 GRADE 80-55-06 3. DRILL THREE 1 INCH HOLES SPACED AT 1200AND 9 1/2" RADIUS. LOCKING MANHOLE COVER DWG. 4-12 NO. 3 W s z 5 rL W W V) 1 #3 BAR HOOP /a0oo y s+ a o+ S• 5' 6 � S• 3p, S+ > 12" 2 #3 BAR HOOPS #3 BAR EACH CORNER #3 BAR EACH SIDE Em PUBLIC WORKS DEPARTMENT SEE NOTE 4 -\ FRAME AND GRATE 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 6" RISER SECTION 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 12" RISER SECTION 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. FOR CATCH BASINS IN PARKING LOTS REFER TO WSDOT/APWA STANDARD DWG. B1-b. 12. EDGE OF RISER OR BRICK SHALL NOT BE MORE THAN 2" FROM PRECAST BASE SECTION VERTICAL EDGE OF CATCH BASIN WALL. (MEASUREMENT AT THE TOP OF THE BASE) #3 BAR EACH WAY CATCH BASIN TYPE 1 EXPANSION JOINT TO ENGINEER'S DETAILS SEE NOTE 3 CONCRETE SEE NOTE 2 BEDDING LAYER SOIL TRENCH DRAIN DETAIL NOT TO SCALE Y2"R. CAST -IN -PLACE VERTICAL CURB DETAIL N TS DWG. 4-1 NO. NOTES: 1. IT IS NECESSARY TO ENSURE THE MINIMUM DIMENSIONS SHOWN ARE SUITABLE FOR THE EXISTING GROUND CONDITIONS. ENGINEERING ADVICE MAY BE REQUIRED. 2. A MINIMUM CONCRETE STRENGTH OF 3000 PSI IS REQUIRED. THE CONCRETE SHOULD BE VIBRATED TO ELIMINATE AIR POCKETS. 3. EXPANSION AND CRACK CONTROL JOINTS ARE RECOMMENDED TO PROTECT THE CHANNEL AND THE CONCRETE SURROUND. ENGINEERING ADVICE MAY BE REQUIRED. 4. THE FINISHED LEVEL OF THE CONCRETE SURROUND MUST BE APPROX. 1/8" ABOVE THE TOP OF THE CHANNEL EDGE. 5. REFER TO ACO'S LATEST INSTALLATION INSTRUCTIONS FOR COMPLETE DETAILS. THE SURFACE DRAINAGE SYSTEM SHALL BE FIBERGLASS FG100 CHANNEL SYSTEM WITH STEEL FRAME AS MANUFACTURED BY ACO POLYMER PRODUCTS, INC., CHARDON, OH. CHANNELS WILL BE MANUFACTURED FROM POLYESTER RESIN FIBERGLASS WITH EITHER PAINTED STEEL OR GALVANIZED STEEL FRAME. FRAME SHALL BE MADE OF ANGLE STEEL WITH WELDED STEEL CONCRETE ANCHORS AND INSTALLATION BRACKETS. FRAME SHALL HAVE WELDED CROSS MEMBERS INCORPORATING EITHER QUICKLOCK LOCKING DEVICE OR THREADED BOLT HOLE FOR GRATE LOCKDOWN. THE SYSTEM SHALL BE 8 INCHES (100MM) NOMINAL INSIDE WIDTH WITH A 5.1 IN. (130MM) OVERALL WIDTH AND NO BUILT-IN SLOPE. THE INTERNAL SLOPE SHALL MATCH SURFACE SLOPE AS SHOWN ON PLAN. ALL CHANNELS SHALL BE INTERLOCKING WITH A MALE/FEMALE LAP JOINT. THE COMPLETE DRAINAGE SYSTEM SHALL BE BY ACO POLYMER PRODUCTS, INC. ANY DEVIATION OR PARTIAL SYSTEM DESIGN AND/OR IMPROPER INSTALLATION WILL VOID ANY AND ALL WARRANTIES PROVIDED BY ACO POLYMER PRODUCTS, INC. CHANNEL SHALL WITHSTAND LOADING TO LOAD CLASS HS20 (DIN 19 580). GRATE TYPE SHALL BE APPROPRIATE TO MEET THE SYSTEM LOAD CLASS SPECIFIED AND INTENDED APPLICATION. GRATES SHALL BE SECURED TO FRAME UTILIZING TWO BOLTS. CHANNEL AND GRATE SHALL BE INDEPENDANTLY CERTIFIED TO MEET THE SPECIFIED DIN 19580 LOAD CLASS. THE FIBERGLASS SHALL HAVE A COMPRESSIVE STRENGTH OF 16,000 PSI, TENSILE STRENGTH OF 16,400 PSI, FLEXURAL STRENGTH OF 24,000 PSI AND THE WATER ABSORPTION RATE OF NIL. THE FIBERGLASS SHALL BE RESISTANT TO PROLONGED SALT EXPOSURE, REPETITIVE FROST CYCLES AND CHEMICALLY RESITANT TO DILUTE ACIDS AND ALKALIS. THE SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS. *FILL IN AS REQUIRED. PERMIT NO. 1 1-105020-00-UP PRECON/INSPECT (253) 835-2732 APPROVED DATE �b 0d0J O�O� ucAO • V Z 't00 LO� n0 0- C) Of O I.* O � U NrONZ w N J Mrn� >of !^ V L �I-m 0OOOw Z v°j vm Z �x� V 0 Q J 0 (/) LLJ H a W W0 0 _z 0 W0 z LLJ at v o� Z3� 5;�_ "M V / c) N � fW IYY1 ICI U) z W O J J O U -4� to s w w m m rrV)V) Of Y Y W 0 W W U U W z z W 5 5 Of rL rz z LJJ LLI w z / n 1 V) V) -I Q Q : _ V)LLJ N C Q z z 0 = Q I- Q 0 ry V) M W O J Q W U }- < ry Ld = 0 LLJ LL_ drawn by checked by WPG TFD scale date 1 "= 30' 04/24/11 job no. 2003142.17 U:\LDD\2003142.17\dwg\xe-cov-phase B.dwg, C4.2-STM-DET, 4/25/2012 7:24:09 AM sheet C4.5 of MATODUNE C10.4 4, 1 �4 roSEC. 7, -21 N., RGE. 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XI arypryyi I / / d€ o/4 / / / /� / �/ / / / / / / / I/ / / /' I / �--------""•.._,�� /' I / / � / ' / BEAUTIFICATION •/ � 1 16o pry16 � I �' �� : 4 /' / V' / ' / EASEMENT, REC. - / / / / r ��11 ary kry pry1 z ui W c 7 7 - 7 - - T i / / / 01 I /' /' / / k a / / k x 1 N0. 20000707001453 uMi w w // I I / / I // xry7 xry/ / kryory o ab bry ih I i vwin�QaoF ti.. ° / / / pry}• / I / `, // / / xp A/C X>r �C y} I/ r I W n wwl� x /I / 1 / / x / V / x k'l�' / I / \, X pb ,y°' I / x / ++ d� o .r_ .�/ / I p ©�' A 1 x -t / X /' , / /I / ' / / I / / / I /'I / ?\ \ \ \ \ \ \ \ \ \ \/ FOUND BRIT yo a I r 4 i / I' )\ \ \ \ \ \\ \ \ \ \ \ / ryy°S' CAP k Xp�' // I // ryg1 // I / xp�' k� /.f °h // i// I / ,\ \ \ \ \ \ \\ \ \\ \\ \ _ `✓\ I ry5`ay 1 ;. t; 7-1 \ ^a \� o00 0y /j , pr / .I / I / \� �JSMH r o� A/C / I / / I / / / / / / / / / / / / IE\414.96 \ \ \ \' I T 51 0/H E mmt s i `y BUS STOP pry' ry ry' ry- / M 422.8 \ \ \ !g COVERED up / / / / / / / I / C ELED SO 'ARE IN CONC. \ \ J e / / A/C / / OF LIGHT STANDARD. \ \ RIGHT TURN ONLY /°• 1Y -Ty pryo' o. / yo w� o knA I / = 424.76 10 "'"� EXCEPT CARPOOLS _ X ' / x"ry /' x ' / x / x a � // I // xS� TYPE I XkM17 xpY ,ry SIGN I 12 CPRCB IM YPE I RIM 418.55 pbry / i 7 I`CMPSE ° � E 417.75 (4"PVC-N) X / n I"CMP"-E bry ° rya .Y ary° ,y� I / k`�' / / 4E ONC-S) _ / ci OR � b pry / /, / rY � / / g / %/ o •[�/�y�x� / L / / � � � -$ CB TYPE I PVt Sp 4182iHIM 423.22 r - - - - - -/ ka' / I/ / / I / / p / / t / / 0 J ff__ - _�^- �Lx` *� a1`� II o tF- ; . • IE 418.02 01 ' I, /' xpe /xk�' %' YS !_ /� -i ip N GW O ? 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I / I / / / _3; / / I e / 32011 PACIFIC HWY S. } I Q $k FiM Y4.51/I / ' / ' ( Ff ,� a kRIGH N / / I / Q/ » // I / /� // / /� re'e // I/// 4.51 �� p1 �.WM, \ / t._ - ONL T t. °SPEED BUMP ei°L k� / IE �l�2.4V 8 CP �+) / / I� / 6� / /' JI 5 ' / AR b0 - 1* L .-I a --�.-i p -.L -L- / % _ x L x CONCRETE. i 4'.' 7. r 0 n GRAPHIC SCALE 00 • 0 30 0 15 30 60 N N :D r I� ( IN FEET ) oX 1 inch = 30 ft. 0 w �� N Q Cn Of w Q J U:\LDD\2003142\dwg\XE-SUR-c10.dwg, XE-SUR-C6.1, 12/19/2011 6:39:31 AM 120 °1 ri - CROSSWALK 1 0 Ik hp x f I pp. I pw. d. � a W w. ap} II N Z� w L2 A J Q J W Z J Q I X a0 LEGEND A/C ASPHALTIC CONCRETE ACC ASPHALTIC CONCRETE CURB CB CATCH BASIN CC CONCRETE CURB CD CONCRETE DRIVE CID CONCRETE PIPE CIP CAST IRON PIPE CMP CORRUGATED METAL PIPE CO CLEANOUT CS CONCRETE SURFACE CW CONCRETE WALK EC ELECTRICAL CONDUIT ECC EXTRUDED CONCRETE CURB ET ELECTRICAL TRANSFORMER EV ELECTRICAL VAULT FDC FIRE DEPARTMENT CONNECTION FIFE FINISH FLOOR ELEVATION FIRE HYDRANT ® GM GAS METER M GAS VALVE E-- GUY ANCHOR IP IRON PIPE ® JUNCTION BOX O/H OVERHEAD PIV POST INDICATOR VALVE PM POWER METER PP POWER POLE PS PIPE SEWER PSD PIPE STORM DRAINAGE SSMH SANITARY SEWER MANHOLE --cr- SIGN TC TELEPHONE CONDUIT - TRAFFIC LIGHT TMH TELEPHONE MANHOLE TSC TRAFFIC SIGNAL CONTROL BOX TS TELEPHONE SENTRY W WATERLINE ® WATER METER D4 WATER VALVE WMH WATER MANHOLE KEY PLAN iI 2t0A G(0" Cq ee N� �0 Cq0 J 'OJ yy�r PROF�� • V Z oLn� o U 0 � O r ��Z w i" M 0) /W V (per(p I(D Z OfN.0OU D _ 2 cn �- X J U �Q ~ z 2 J w 0*6 V / IX LLLLJI W z I..f� Z <fi w _I Z3� V) C) m Q O I I I I I I I IZ Z Oo z o W � Z � 0 >- Q > :D LL 0 0 V) 0 V) I-- C-) z Z _ O w Q L_ F- [):� Q v) O � W a-w M Ld O Ld L I- � i- Ld U 0 V) -' Q Of o Q w 2 L` drawn by checked by WPG JJM scale date 1 0=30' 10/10/11 job no. 2003142.17 C5.1 sheet of N CD U U:\LDD\2003142\dwg\XE-SUR-c10,dwg, XE-SUR-C6.2, 12/19/2011 6:40:15 AM W U 00 d- �cn �' W O" O w N V) ry W Q U:\LDD\2003142\dwg\XE-SUR-C10.dwg, XE-SUR-C6.3, 12/19/2011 6:40:46 AM ' . ... • t . . 'get 9 ..•.... KEY NOTES GRAPHIC SCALE 30 0 15 30 60 120 ( IN FEET ) 1 inch = 30 ft. AREA: TITLE REPORT REFERENCE FOR LISTED EXCEPTIONS: RECORDED: SEPTEMBER 25, 1974 PRIOR TO ISSUING OF BUILDING PERMITS ON ANY OF THE LOTS SHOWN SITE AS SHOWN CONTAINS 775,865 SQUARE FEET OR 17.8114 ACRES, MORE EXCEPTIONS REFER TO WASHINGTON TITLE COMPANY, COMMITMENT NO. RECORDING NO.: 7409250454 ON THIS SUBDIVISION, A SITE PLAN MUST BE SUBMITTED AND 21. EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN, IN OR LESS. R224046-2 , SUPPLEMENTAL REPORT NO. 1 DATED SEPTEMBER 23, 1999 . THE IN FAVOR OF: WATER DISTRICT NO. 124 APPROVED BY THE APPROPRIATE AGENCY, (CURRENTLY KING COUNTY DOCUMENT: EASEMENTS SHOWN OR NOTED HEREON RELATE TO THIS COMMITMENT. FOR: PUMP STATION, CONNECTION EASEMENTS AND WATER BUILDING AND LAND DEVELOPMENT DIVISION) AND IN ACCORDANCE WITH SITE NOTES MAIN EASEMENTS FEDERAL WAY COMMUNITY PLAN POLICY EWFI-9. RECORDED: APRIL 21, 1983 PARKING SPACE COUNT: AFFECTS: PORTION OF LOTS 11 AND 13 AND OTHER PROPERTY RECORDING NO.: 8304210586 TAX PARCEL NUMBERS WITH SITE ADDRESSES: PARKING SPACES TOTAL 966 INCLUDES 19 HANDICAP SPACES. NOTE: EASEMENTS CREATED OR RESCINDED AFTER THIS DATE ARE NOT 13. EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN, IN IN FAVOR OF: PACIFIC NORTHWEST BELL TELEPHONE COMPANY SHOWN OR NOTED HEREON. SAID INSTRUMENT WAS MODIFIED BY AGREEMENT: DOCUMENT: FOR: UNDERGROUND COMMUNICATION LINES RECORDED: JUNE 18, 1980 AFFECTS: SOUTHERLY 5 FEET OF LOT 7 TAX PARCEL NO.: SUBSTRUCTURES: RECORDING NO.: 8006180637 RECORDED: DECEMBER 19, 1977 LOT 7 - 150050-0070 1320 S. 324TH ST BURIED UTILITIES ARE SHOWN AS INDICATED ON RECORDS MAPS FURNISHED TITLE REPORT SCHEDULE B EXCEPTIONS: RECORDING NO.: 7712190951 © EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN, IN LOT 8 - 150050-0080 1414 S. 324TH ST. BY OTHERS AND VERIFIED WHERE POSSIBLE BY FEATURES LOCATED IN THE ITEMS CIRCLED ARE SHOWN ON MAP. SAID INSTRUMENT WAS MODIFIED BY AGREEMENT: FOR: INGRESS AND EGRESS DOCUMENT: LOT 10- 150050-0100 32225 PACIFIC HIGHWAYS. FIELD. WE ASSUME NO LIABILITY FOR THE ACCURACY OF THOSE RECORDS. AFFECTS: THE EASTERLY PORTION OF LOT 8 LOT 11- 150050-0110 32057 PACIFIC HIGHWAYS. FOR THE FINAL LOCATION OF EXISTING UTILITIES IN AREAS CRITICAL TO DATED: MAY 20, 1983 RECORDED: JUNE 10, 1983 DESIGN CONTACT THE UTILITY OWNER/ AGENCY. O BONNEVILLE POWER ADMINISTRATION TRANSMISSION LINE EASEMENT IN RECORDED: JUNE 24, 1983 O RECORDING NO.: 8306100670 FAVOR OF THE UNITED STATES OF AMERICA AS GRANTED OR DISCLOSED 14. EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN, IN UNDER KING COUNTY RECORDING NOS3128470, 3128474, 3308820, RECORDING NO.: 8306240550 DOCUMENT- FAVOR OF: PACIFIC NORTHWEST BELL TELEPHONE COMPANY _ F ZONING: FOR: UNDERGROUND COMMUNICATION LINES 4100949, 5204176, 5218868, AND 7107270045, AND AS CONDEMNED BY SITE IS ZONED "CF" (CITY CENTER FRAME) SAID INSTRUMENT WAS MODIFIED BY AGREEMENT: RECORDED MARCH 10, 1978 AFFECTS: ARIGHT -OF -WAY 5 FEET IN WIDTH ALONG A UTILITY PROVIDERS: FINAL DECREE ENTERED RECORDING NO.: 7803100046 CENTERLINE ESTABLISHED BY THE INSTALLATION OF NOS. 269, 272, 535, ANDD UNITED STATES DISTRICT COURT CAUSE 685; TOGETHER WITH RIGHTS AS SET FORTH FOR: STORM DRAIN LINE ZONING AGENCY: DATED: MAY 20, 1983 AN UNDERGROUND COMMUNICATION LINE ACROSS LOT 8 SANITARY SEWER THEREIN. AFFECTS LOTS 7, 8, AND OTHER PROPERTY) CITY OF FEDERAL WAY ( RECORDED: JUNE 24, 1983 AFFECTS: PORTION OF LOT 11 LAKEHAVEN UTILITY DISTRICT DEPARTMENT OF COMMUNITY DEVELOPMENT 31627 FIRST AVENUE SOUTH EASEMENT FOR THE RIGHT TO MAKE SLOPES FOR CUTS AND FILLS ALONG RECORDING NO.: 8306240549 23. MATTERS CONTAINED IN DECLARATION OF RESTRICTIONS AND GRANT OF 2 33530 FIRST WAY SOUTH 17. EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN, IN EASEMENTS: FEDERAL WAY, WA 98003 P.O. BOX 4249 THE STREET MARGIN OF SAID PREMISES ABUTTING SOUTH 320TH AND ® AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: FEDERAL WAY, WA 98063 PACIFIC HIGHWAY SOUTH, AS GRANTED BY DEEDS RECORDED UNDER DOCUMENT: RECORDED: DE15, 1981 (253) 661-4106 (253) 941-1516 RECORDING NOS. 5047677, 5735315, 5735316, 5735317, AND . BETWEEN: THE RAINIER FUND, A WASHINGTON GENERAL RECORDED: MAY 11, 1979 RECORDING NO.: 8112150134 7404170102 SETBACKS: PARTNERSHIP RECORDING NO.: 7905110810 EXECUTED BY: SUTTER HILL LIMITED, A CALIFORNIA CORPORATION CURRENT SETBACK REQUIREMENTS SUBJECT TO SITE PLAN REVIEW. CURRENT STORM DRAINAGE AND: HANOVER MANAGEMENT, INC. IN FAVOR OF: PUGET SOUND POWER & LIGHT COMPANY AFFECTS: SAID PREMISES AND OTHER PROPERTY SETBACKS MAY DIFFER FROM THOSE IN EFFECT DURING DESIGN/CONSTRUCTION CITY OF FEDERAL WAY - SURFACE WATER MANAGEMENT 30 EASEMENT DEDICATED IN SAID PLAT FOR THE RIGHT TO MAKE SLOPES DATED: NOVEMBER 9, 1976 FOR: ELECTRIC TRANSMISSION AND DISTRIBUTION LINE 33530 FIRST WAY SOUTH FOR CUTS OR FILLS ALONG THE PLATTED STREET MARGIN(S) OF SAID RECORDED: JUNE 6, 1977 OF EXISTING IMPROVEMENTS. AND APPURTENANCES THERETO SAID INSTRUMENT WAS RE -RECORDED UNDER KING COUNTY RECORDING FEDERAL WAY, WA 98003 PREMISES. RECORDING NO.: 7706060115 AFFECTS: AS LOCATED OR RELOCATED ON PORTIONS OF LOTS 7 NO. 8307190969. 0' FRONT YARD (MAY REQUIRE 10' DEPENDING ON BUILDING DESIGN) (253) 661-4085 PURPOSE: ESTABLISHING A NON -BUILDING AREA IN WHICH NO AND 8 ® EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN, IN BUILDING OR PERMANENT STRUCTURE MAY BE 24. TERMS, COVENANTS, CONDITIONS AND RESTRICTIONS AS CONTAINED IN 0' SIDE YARD TELEPHONE DOCUMENT: CONSTRUCTED, AND RESTRICTIONS AS TO THE USE OF 18. EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN, IN LOT LINE ADJUSTMENT: 0' REAR YARD US WEST LDA GROUP SAID AREA DOCUMENT- P.O. BOX 625001 RECORDED: OCTOBER 19, 1971 NO.: 580067 (KING COUNTY) LITTLETON, CO 80162 RECORDING NO.: 7110190387 90 EASEMENT AS DELINEATED AND/OR DEDICATED ON THE FACE OF SAID RECORDED: JUNE 18, 1980 RECORDED: OCTOBER 23, 1980 ANY PROPOSED DEVELOPMENT. 1-800-526-3557 IN FAVOR OF: LAKEHAVEN SEWER DISTRICT PLAT: RECORDING NO.: 8006180637 RECORDING NO.: 8010230726 FOR: SEWER MAINS IN FAVOR OF: WATER DISTRICT NO. 124 WATER AFFECTS: THE EASTERLY PORTION OF LOTS 11, 12 AND OTHER PURPOSE: STORM EASEMENT AND STORM RETENTION EASEMENT FOR: WATER LINES AND APPURTENANCES THERETO 26 EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN, IN FLOOD ZONE: LAKEHAVEN UTILITY DISTRICT PROPERTY AFFECTS: THE NORTHEASTERLY PORTION OF LOT 8 AND THE AFFECTS: NORTHWESTERLY PORTION OF LOT 11 DOCUMENT: THIS SITE APPEARS ON NATIONAL FLOOD INSURANCE RATE MAP, DATED MAY 31627 FIRST AVENUE SOUTH SOUTHERLY PORTIONS OF LOT 11 16, 1995, COMMUNITY PANEL NO. 53033C125OF, AND IS SITUATED IN 5 EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN, IN ZONE 'X", AREA DETERMINED TO BE OUTSIDE 500-YEAR FLOODPLAIN. FED BOX 4249 19. EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN, IN RECORDED: NO106020 6, 1989 DOCUMENT: FEDERAL WAY, WA 98063 10 EASEMENT AS DELINEATED AND/OR DEDICATED ON THE FACE OF SAID DOCUMENT: RECORDING NO.: 8911060200 (253) 941-1516 PLAT: FOR: CONSTRUCTION OF A DECK RECORDED: OCTOBER 19, 1971 RECORDED: OCTOBER 3, 1980 AFFECTS: SOUTHERLY PORTION OF LOT 7 HORIZONTAL DATUM: RECORDING NO.: 7110190388 POWER AND GAS PURPOSE: INGRESS AND EGRESS RECORDING NO.: 8010030560 BASED ON THE PLAT OF CENTURY, VOLUME 104, PAGES 68 - 72, KING IN FAVOR OF: LAKEHAVEN SEWER DISTRICT PUGET SOUND ENERGY AFFECTS: THE NORTHERLY PORTION OF LOT 11 IN FAVOR OF: PUGET SOUND POWER &LIGHT COMPANY FOR: SEWER MAINS 22828 68TH AVENUE SOUTH COUNTY, WASHINGTON. AFFECTS: THE NORTHEASTERLY PORTION OF LOT 8 AND OTHER FOR: ELECTRIC TRANSMISSION AND DISTRIBUTION LINE 11 KENT, WA 98032 PROPERTY BUILDING SETBACK LINES DELINEATED ON THE FACE OF SAID PLAT: AFFECTS: LOT 12 AS CONSTRUCTED VERTICAL DATUM: 1-800-321-4123 CITY OF FEDERAL WAY EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN, IN AFFECTS: NORTHEASTERLY PORTION OF LOT 8 AND THE 20 EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN, IN 6 NGVD-29 0 DOCUMENT: SOUTHERLY PORTION OF LOT 11 DOCUMENT: DESCRIPTION: (PER T1COR TITLE CO. REPORT N0. 6313501-2 DATED 3/4/04) ORIGINAL BENCHMARK: THE LAND REFERRED TO HEREIN IS DESCRIBED AS FOLLOWS: 12. RESTRICTIONS CONTAINED ON THE FACE OF SAID PLAT, AS FOLLOWS: RECORDED: MAY 29, 1981 RECORDED: FEBRUARY 14, 1974 RECORDING NO.: 8105290635 CITY FEDERAL WAY BENCHMARK NUMBER 2172-63-1 LOTS 7 AND 8, LOT 11, AS ADJUSTED BY LOT LINE ADJUSTMENT RECORDED RECORDING NO.: 7402140349 THERE SHALL BE NO DIRECT VEHICULAR ACCESS TO AND FROM SOUTH FOR: INGRESS AND EGRESS SOUTHEAST BOLT ON SIGNAL POLE BASE AT NORTHWEST QUADRANT AT SOUTH UNDER KING COUNTY RECORDING NO. 8010230726, AND LOTS 12 AND 13, ALL IN FAVOR OF: THE CITY OF TACOMA 320TH STREET AND TO AND FROM LOT 13. LOT 11 IS RESTRICTED TO AFFECTS: SOUTHERLY PORTION OF LOT 7 AND OTHER PROPERTY 324TH STREET AND PACIFIC HIGHWAY SOUTH. IN PLAT OF CENTURY, ACCORDING TO THE PLAT RECORDED IN VOLUME 104 OF FOR: WATER TRANSMISSION PIPELINE THE MAXIMUM OF TWO DIRECT VEHICULAR ACCESS POINTS ON SOUTH ELEVATION = 405.747 PLATS, PAGES 68 THROUGH 72, INCLUSIVE, IN KING COUNTY, WASHINGTON; AFFECTS: PORTION OF LOT 8 AND OTHER PROPERTY 320TH STREET (ONE IN COMMON WITH LOTS 3 AND 4). THERE SHALL SAID INSTRUMENT WAS MODIFIED BY AGREEMENT: SITE BENCHMARK: 7 EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN, IN BE NO DIRECT VEHICULAR ACCESS TO AND FROM PACIFIC HIGHWAY SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. O SOUTH AND TO AND FROM LOTS 13 AND 15. DIRECT VEHICULAR ACCESS DATED: FEBRUARY 10, 1984 CITY OF FEDERAL WAY BENCHMARK NUMBER 2172-57-1 DOCUMENT: TO AND FROM PACIFIC HIGHWAY SOUTH TO LOTS 9, 10, 11 AND 12 IS RECORDED: FEBRUARY 15, 1984 NORTHEAST BOLT ON SIGNAL POLE BASE AT SOUTHWEST QUADRANT AT SOUTH RESTRICTED TO THE MAXIMUM OF FOUR ACCESS POINTS. TWO OF THESE RECORDING NO.: 8402150608 320TH STREET AND PACIFIC HIGHWAY SOUTH. ACCESS POINTS ARE RESERVED, ONE EACH FOR LOTS 10 AND 12. ---------------------------------------------------------------------------I I I I I I I I I �Ns rO�' I I ti W Z •tom A '�'e LOT 3 LOT 4 _--¢ En 0- CB "'u• '�' of •`* �A4. � "a TYPE I RIM 440.42 60' NON-BUILDINGAGR19� CB W/ SOLID LID GAS RISER IE 437.72 (12-N w RIM 434.94 y 7706060115 ENT REC. N0. IE 429.94 i W/ VALVE I �4tiryryy ) a b 12"CMP SD,, tie m" eP 9� GM °jCOti rn P ,gyp 'S' e'� 'L �,g--. 1\ x k^!" x k' x k x k� o-�,. ,�h ry.� •'�_ _ # I 1. Z I U ll v`G a _ -=---- - - - - - - x e, OIL/WATER -- _ . 3?. = a" x - - - - - - - - - - - - x CB TYPE I x SEPARATOR u :. k� kph° - - - - - - - - - - - - - - - - - - - - - - - SO - - - - - - - - - - - - - - - - - - - - - - ti ,i a RIM-434b4- 6BPYPE VAUL ` I + .:-• y- k ,. v` k7 IE 43i.94 RIM 435.566-�`---„ - ky x °� 3 ° x ° x x y3k16\ - IE x x O e?k• k"�. "• x ►.y°`� x x k 2eCMP R TYPE 4 x x x 12"CP SO rkvo - - - - - - _ ' °? - -- - IE 437.8 (12"C NE) ®°ELF m O 10' WATERLINE EAS MENT G` 1�00 k ti EV �1s ,rye REC. N0. 83062 49 ? eA e?k_ -- = .: k' :`" w �-- S ,p �� c?k MAIN MH ...__�......"w._.`!P - O RIM 439.6, rim a - erg sue° 5 N .fw= ..� ��w... x. .�c x k-� I �y pkRa . Dou6 W PRK _---------- x x a f L - - " _ _ - - - - - - — - - - - - - - — N. END OF FEN 3'�' k' \ 40'x180' INGRESS ° a l _ �,-_�; r .. ,..`, R-- - - - - -- N�� r »I ------- E. OF PROP. LN k�" FOU 3" BRASS W/ xky�" \ EGRESS aR. I a k k'J • k^J I PUNCH VATE cn o _ PERMISSION ASS OVER O REC. PLAT I - - --O I I I y� eti REV gCABLEoAT TIME' N CENTURY CITY CB TYPE am - - - I�°'` L _ t k�' : e? . a VOL 104 PG. qy RIM 436.84� I ` WATERLINE MENT REC.-J o��------ ---- -------0e---- I N 006180637®q, ® 20'x30' PUMP STATION�B TYPE I - - - I a ATM, - EASEMENT REC. N0. RIf�,436.93 740925045� 434.9 NW)q - � � ''t•?• .'. w "'�,. ,� �:m„ ar- �^ I ,�•a-C - _ _ - ", - I ^.m£�°: k`b ��"4 : ,�I� , _— _� ,:::11- _ \\\ k 1k CB TYP I - ikkk� ^°�a'L E k k' k' '4/C _ R1M-6. 5 W GENERAL NOTES KEY PLAN J II i ;dt! ' -•�� =o W ��w 'poi tue�ftaAj • U Z V) * 00 L0 O 10 p Lo 0 tO�U I I w E. �r� Z V MmnO_ I ^m �OO ONLL. Z D N� 2 X J U o LL_< Ld T� i J 0116 , W W z Z� z'" w J (n U M Q 0 O 5 w W O Z Z 0 z 0 LEI Z _ 0 >- < W /'�r/ ry CY 0 (n 0 �� V J u Z Z = 0 w Q 11:� Q (n 0 ry LW � � m Z 0 Lv �- -� Q W = U 0 J < N) LL Q Q W T L-L_ drawn by checked by WPG JJM scale date 1 "=30' 10/10/11 job n o. 2003142.17 sheet GS.4 of 56,' Z N U SOUTH 320TH STREET 0m0 --------- .C.7W_ �---------- - - I 12" A.C. W-------------><--------------------- - ------ 12» WATER LINE ------r- --- 31 12 A.c. w------- 6237.654-5- _ v Si88'48' 13'; E ------------------ N81 °58'28» E 5238.7384 169.41 W N88 48 13 W 75'69� , 121------------ _LR OF MONUMENT � o i EX. FIRE _�_�,� A �:..,_......., ...,. �. I EX. FIR ' 40'x180' INGRESSa E FIRE ` I H YD o HYD & I EGRESS EASEMENT PER /20'x3f�' PUMP: 10'x10' PUMP I � YD 0 t �� I I REC. PLAT CENTURY CITY NATION- I STATION r- d VOL. 104 PG. 68-72 EASEMENT: I EASEMENT d ' REC. NO . I REC. NO. 740R250454 31 7409250454 - - - - } j w L "0T 13 r I I 150050-15003 -0130 EXIST. BUILDING co -' 10' WATERLINE EASEMENT U `- 32011 PACIFIC I I REC. N0. 19990823001610 N HWY S. II I AND N0. 8612041019 �] O I fr - Z - - - r88°48'1 3ZW 265.00' •' I I 10' WATERLINE EASEMENT REC. NO. I D I: 8006180637 al .. �............ 1 I I I I I > I I�I Io I I I �� w a - > ( O I 0) CY) 10' WATERLINE EASEMENT 112„ .I. W REC. NO. 8306240549 I I ILL_ p I. 0 I � I I 32057 PACIFIC HWY S. it') �\ T N I EXIST. BUILDING i I I I BUILDING I ® N LLJ F.F. 430.32 . 8 D.I W -T - 8' DIW ......__. --- C O I BUILDING ~I" °"'1I 15' WATE E SEMENT (V I LOT 11 REC. NO. 200606?2300013 I I i 150050-0110 FIRE I 150050-0030I "M I i ++i �3i L III I �P7 I I: I I I ! - I I {? v HYD I; __. _ _. , { 13 I I, L& I; 10 W? EK E EASEM .._ N88°47'45"W 4�1,0�0 ' REC 23 001 0I aQ. - I I I I ► LOT 12 150050-0120 Ild EXIST. BUILDING i I 'I I I I 32324 PACIFIC HWY I A.C. W 3¢-w-----i--- °°I' ........ .... _.._ _...I__ I I I r EX. FIRE REC. N0. 20 "60623 Y"MOON3 X. FIR HYD I i I I �8.4 HYD ,� i I( � I n {� (�,__ _-- - J4-12 W -tom 0' WATERLINE EASEMENT _-_ _,_,. ....e -- --__-- RE C. N0. -86-120410D1. 9 = Tz EX. FIR --� 12 z__oi HYD 10' WATERLINE EASEMENT ;-L0i I EX. FIR REC. NO. 19990823001610 I L - - H D PROPOSED 15LOT 10 1�A31 ( I WATER EASEMENT � 1hIC�4 N EXIST. BUILDING �I 132225 PACIFIC NI I HYD HWY S. EX. FIRE I I EIRE i o f I st I- { - - - - - 10„ A-C=W -T-- - HYD_10_A_C_W _ I-_ LOT 7 150050-0070I I I I A C I I I I I I __ I I I I E--4 I EXIST. BUILDING I I------------- L_ rr r J 1320 S. 324TH ST. I ; - {�$$ -$$ - - to I I I i EXIST. BUILDING i I { LOT 8 , 32303 1 PACIFIC I 150050-0080 I H WY S. , EXIST. BUILDING EXIST. BUILDING I I I I � EX. FIRE ' I c,tiv.. 1414 S. 324TH ST. ...... ., I ICI I I I I I I � , 150050-0090 ' I I O m Jm a� z , �_.__�-- --- - -_ ----- 60"W LRI ------ m e-I _� I I �� EX. FIRE" _._ m N 4963.4916 ' � � EX. FIRE r___. Z I I HYD' ii' _..._._ .. .__. ._.HYD rn E 5209.2752 I I - ' C TR O F M ON U M EN T -- 10" A.C. W --- � ��---►------------------ _..._-- -- ------------- I �w I - .. --- ---- ----- -�--�----- I 10" A. C. W I l a Z .�; _ _ _ SOUTH 324TH STREET EX. FIRE �; _mow LLIJCITY BENCHMARK 2172-57-1 QI VICINITY MAP NO SCALE SITE BENCHMARK: NGVD-29 = KCAS CITY OF FEDERAL WAY BENCHMARK NUMBER 2172-57-1 NORTHEAST BOLT ON SIGNAL POLE BASE AT SOUTHWEST QUADRANT AT SOUTH 320TH STREET AND PACIFIC HIGHWAY SOUTH. ELEVATION = 414.819 LEGAL DESCRIPTION LOT 11, CENTURY, AS RECORDED IN VOLUME 104 OF PLATS, PAGES 68- 73, RECORDS OF KING COUNTY, WASHINGTON, EXCEPT THAT PORTION DESCRIBED AS FOLLOWS; BEGINNING AT THE SOUTHEAST CORNER OF SAID LOT 11; THENCE NORTH 88'48'13" WEST ALONG THE SOUTH LINE THEREOF 160.00 FEET; THENCE NORTH 01'12'15" EAST 118.12 FEET TO THE SOUTHWEST CORNER OF LOT 12 SAID PLAT OF CENTURY; THENCE SOUTH 88'47'45" EAST ALONG THE SOUTH LINE THEREOF 160.00 FEET TO THE SOUTHEAST CORNER OF SAID LOT 12; THENCE SOUTH 01'12'15" WEST ALONG THE EAST LINE OF SAID LOT 11 A DISTANCE OF 118.10 FEET TO BEGINNING. (ALSO KNOWN AS LOT A OF KING COUNTY LOT LINE ADJUSTMENT NO. 680057, RECORDED UNDER KING COUNTY RECORDING NO. 8010230726.) EXCEPT THAT PORTION THEREOF TAKEN FOR SOUTH 320TH STREET AS DESCRIBED IN DEED RECORDED UNDER KING COUNTY RECORDING NO. 20000707001452; TOGETHER WITH THE NORTH 75.00 FEET OF LOT 8, SAID PLAT; EXCEPT THE EAST 20.00 FEET OF SAID NORTH 75.00 FEET; EXCEPT THAT PORTION OF THE EAST 20.00 FEET OF LOT A, KING COUNTY LOT LINE ADJUSTMENT NO. 680057, RECORDED UNDER KING COUNTY RECORDING NO. 8010230726, LYING SOUTHERLY OF THE WESTERLY PROLONGATION OF THE NORTH LINE OF THE SOUTH 28.23 FEET OF LOT 12, SAID PLAT. WATER PRESSURE TABLE 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 dimension or quantities and will not relieve the developer from responsibility for errors of any sort. No changes shall be made in the plans except by the consent of the District. General Manager/District Engineer Date This construction plan will expire one year from the approval date, if construction has not been commenced. PROJECT NUMBER 6308004 CONTRACTOR NOTES: ALL FIRE HYDRANTS SERVICE LINES SHALL BE D.I.P. CLASS 52 PIPE. SERVICE LINES ARE REQUIRED TO BE SHACKLED AND OR HAVE RESTRAINED JOINTS. NO CONCRETE BLOCKING AT THE TEE IS REQUIRED. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL EXISTING WATER MAIN LOCATIONS HORIZONTALLY AND VERTICALLY PRIOR TO ANY DEMOLITION OR CONSTRUCTION. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR CO- ORDINATING ALL WATER SHUT DOWNS AND RECON- NECTIONS WITH STORE MERCHANTS AND SOUTH KING FIRE AND RESCUE. VERIFY ALL EXISTING UTILITY LOCATIONS USING SHEETS C6.1 through C6.4 PROVIDED IN CIVIL DRAWING SET. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING ALL UTILITY PROVIDERS FOR FIELD LOCATES PRIOR TO DIGGING. CONTACT ENGINEER IF THERE ARE ANY CONFLICTS WITH EXISTING UTILITIES. ALL (FDC) FIRE DEPARTMENT CONNECTION LOCATIONS MUST BE APPROVED BY THE FEDERAL WAY FIRE MARSHALL PRIOR TO CONSTRUCTION. ENSURE THAT ANY PARKING LOT RE -GRADING EFFORT DOESN'T LESSEN EXISTING PIPELINE COVER. 12" MAIN TYPICALLY UTILIZES 4' OF PIPE COVER. DISTRICT CROSS CONNECTION STAFF WILL DETERMINE TYPE OF BACKFLOW PREVENTION REQUIRED, SPECIFIC TO EACH BUILDING. PROPER REMOVAL OF AC PIPE FROM THE SITE TO MEET FEDERAL REQUIREMENTS. CONTRACTOR NOTES: LAKEHAVEN UTILITY DISTRICT STAFF WILL DETERMINE TYPE & SIZE OF BACK FLOW PREVENTION REQUIRED. High Pressure Zone is 538 Low Pressure Zone is 517 Building # Occupant Building Elev. Est. Low Pressure Meter Size Bldg. Supply Line Size ROSS 428.80 37.9 use exist. use exist. I Marshall's 429.50 37.9 use exist. use exist. I Future 428.80 37.9 use exist. use exist. Future 428.80 37.9 use exist. use exist. SYSYEM HEAD VARIES BETWEEN 517' AND 537' ABOVE MSL. ESTIMATED WATER PRESSURE ARE ANTICIPATED TO RANGE BETWEEN 38psi and 50psi. LAKEHAVEN RECORD DRAWING USED DRAWING NO W-555 DRAWING NO W-990 GRAPHIC SCALE 60 0 30 60 120 ( IN FEET ) 1 inch = 60 ft. 240 OWNER: HARSCH INVESTMENT PROPERTIES P.O. BOX 2708 PORTLAND, OREGON 97208 (503) 450-0777 CONTACT: RANDY KYTE FIRE MARSHALL SOUTH KING FIRE & RESCUE (SKF&R) 31617 1ST AVENUE SOUTH FEDERAL WAY, WASHINGTON, 98003-5201 (253)946-7241 (253)529-7206 (FAX) WATER & SEWER LAKE HAVEN UTILITY DISTRICT 31627 - 1ST AVENUE SOUTH P.O. BOX 4249 FEDERAL WAY, WASHINGTON, 98063 (253)941-1516 (253)839-9310 (FAX) SHEET INDEX COVER SHEET..................................1 WATER PLAN..................................2 U Z *00Ln� o w 0 O to� I '� Z N }" MrnV)af `^ Vo0o I � o� Z D SC1 1 N X J U o z old Jd 'fir' w W W z O QA Z W 5M w 2S�I .J Z N M �ttllm (V N_ ' I CV cV I I o 00 w zo N o UJU W W w W Of ry 0 0 J J Of Z 0 0 0 M p z 00 Of V) = OW Cf) Q bi ~ (0 n Q W =_ z - U I- CD o z = w m 0 U W w LLJ Q U Q 0- M z W LDLLJ Ld 0 �- � = o U N po Q � W U w 0 LL_ LL Y t "THIS PROJECT SHALL BE CONSTRUCTED IN ACCORDANCE WITH LAKEHAVEN UTILITY DISTRICT 'WATER SYSTEM AND SEWER SYSTEM STANDARDS' APPROVED BY THE WASHINGTON STATE DEPARTMENT OF HEALTH ON JUNE 8, 1994 AND ANY ADDENDA THERETO." drawn by checked by WPG TFD scaledate 1 a=60' 4-24-1 job no. 2003142.17 sheet 1 of 2 U:\LDD\2003142.17\dwg\XE-WTR-PHB-COVER.dwg, WTR COV PH 1 B, 4/25/2012 8:44:33 AM TWP. 21 N.. RGE. 4 E.. W.M. N Lf� U _..... _ ....... _..... _ ...._ E 4812.47 31 E Lij4862.08 sue. _ I I EXIST. BUILDING I III,> I 3 \ I #' 32225 PACIFIC is i is N I 58 I REMOVE & BAG 321 LF 10" EX. FIRE 5 I I HWY S. yy yypT�R & 30FL 6 A.C. MAIN HYD RD-#1055 8fri�� 12" D.I. w _ I{ ---- N 5331.58 E 4532.01 q_...__._ I I •�26 10 jl L- - - - - - - - - - - - - 7 l._------------------------o-`---- �3 I N 5277.34 ----- --- -- - `® = x - E 4530.87 12 56 5 - - - -€- - - - �r-----------? i S88 418'13"Eaz 160`.00' 7 t I ( � 11 4 E N I I { EX. FIRE I HYD I D 25 I IN I cU I I I Q I_II �r o= 21'08 32" = 432 00' i I 15 E - 159. CC r: _.,.. N 5073.53 E 4527.71 I I 50 0 N WATER LENGTH DATA: ALL PIPE TO BE CLASS 50 UNLESS OTHERWISE NOTED I I 5 285LF-8" D.I.P. CL 50 si \ 20LF-12" D.I.P. CL 50 O7 84LF-12" D.I.P. CL 50 I( ® 45LF-12" D.I.P. CL 50 fl 0 48LFN12" D.I.P. CL 50 = it �- 10 150LF,12" D.I.P. CL 50 _. = 11 7LFN 12" D.I.P. CL 50 105LF-12" D.I.P. CL 50 130LF-12" D.I.P. CL 50 �I a 3 3� 35LF-12" D.I.P. CL 50 14 45LFN12" D.I.P. CL 50 = j 15 25LF-12" D.I.P. CL 50 11 U i f V Q KEY T.B.R.R. = TO BE REMOVED & REPLACED WITH NEW CONNECTION TO BE REMOVED T.R. = TO REMAIN * = INFORMATION ONLY EXISTING WATER DATA: EXISTING FIRE HYDRANT R17-CONNECT ® EXISTING DOM. SERVICE EXISTING FIRE HYDRANT * E10 EXISTING TEE FITTING SERVICE TO THE BACK OF SAFEWAY T.R. E11 SINGLE DETECTOR CHECK IN VAULT FOR EXISTING BUILDING 'I' T.R. E12 EXISTING DOM WATER METER SERVICE SIZE AND USE UNKNOWN T.R. E13 EXISTING FIRE SERVICE TO EXIST.BUILDING 'B' T.R. '(0.3" DOMESTIC WATER METER IN VAULT SERVING EXISTING BUILDING 'B' _ w nr; as I IQ-' � --� I 1 ` j ! i i N 5276.61 E14 E 4843.73 N 5276.51 E 4856.41 N 5275.65 a 4812.47 IL III€>I I r l I ° } I EXIST. �1-!I r BUILDING "WASHINGTON 3- CKy MUTUAL" 3 2303 PACIFIC I E13 ,' 1 H WY S. - - 1414 S. 324TH ST. . I I H r WV µ I IET- I ,I .. .__...... - _ �. _ ....._._.......... __ __ --- , ,. j 3 \ ------- -------- - - - - - _ �- LO I N _ r NI \ �I :I s 60 W (R) I ----- _ GRAPHIC SCALE EXISTING WATER MAIN PROPOSED STORM DRAIN TO BE REMOVED 25 so goo zoo PROPOSED CONTOURS426 WATER CALLOUTS s=TM sr EXISTING CONTOURS 5277.34 PIPE CROSSING N _j ( IN FEETDRAWING COORDINATES 4530.87 � 1 inch = 50 ft. �', NEW FIRE HYDRANT E 3 LI SITE BENCHMARK: NGVD-29 = KCAS F CAP EXISTING WATER MAIN X � CITY OF FEDERAL WAY BENCHMARK NUMBER 2172-57-1 NORTHEAST BOLT Q ON SIGNAL POLE BASE AT SOUTHWEST QUADRANT AT SOUTH 320TH STREET AND V) PACIFIC HIGHWAY SOUTH. w ELEVATION = 414.819 Q U:\LDD\2003142.17\dwg\xe-wtrph2.dwg, WTR PH2-05.2, 4/25/2012 8:38:04 AM VICINITY MAP fD OtL NEW WATER EASEMENT - - NEW WATER METER 69 EXISTING WATER E13 NEW WATER MAIN --.- EXISTING WATER METER SINGLE DETECTOR CHECK SDCVA VALVE DRAWING No's. 28 VALVE ASSEMBLY from water facility map J-9 CONTRACTOR NOTES: WATER FITTING DATA: 50 REMOVE EXISTING PLUG FROM TEE AND CONNECT NEW 8" SOUTH OF FIRE HYD TEE 51 CUT IN TO EXISTING 12" D.I.P. 1-12"x 12" TEE (FLxFL) 1-12" GATE VALVE (FLxMJ)W 1,12" GATE VALVE (FL)N 1,12" SLEEVE (MJ) 1-12% 8" REDUCER (FLxMJ)N 1-12" ADAPTOR (FLxMJ)S 1-CONC. BLKING 52 1-12% 6" TEE (MJxFL) 1 N6" GATE VALVE (FLxMJ) 1-FIRE HYDRANT ASS'Y. 5LFN6" D.I. PER STD PLAN B-19a-R +/-5LF OF 12" DI PIPE 53 1-12" TEE (MJxFL) 1-8" GATE VALVE (FLxMJ)E 1- CONC. BLKING 53 REMOVE EXISTING PLUG FROM TEE AND CONNECT NEW 12" WEST SIDE OF EXISTING TEE 54 1-12" 90` BEND (MJ) 1-CONC. BLKING 55 1-12% 6" TEE (MJxFL) 1 N6" GATE VALVE (FLxMJ) 1-FIRE HYDRANT ASS'Y. 5LF-6" D.I. PER STD PLAN B-19a-R 56 CONNECT EXIST 3"" DOM. SERVICE LINE 1-12% 4" TEE (MJxFL) 1-4" G.V. (FLxFL) 1-4% 3" RED. (FLxMJ) RELACE EXIST LINE TO METER WITH 1OLF-3"D.I. 1-CONC. BLKING 57 CUT INTO EXIST 10" A.C. 1-12% 12" TEE (FL) 2-12" G.V. (FLxMJ) N,E 1-12" G.V. (FLxFL), S. 1-12%10" REDUCER (FLxMJ) ±5'LF 10"D.I. PIPE (PE) 1-10" TRANSITION COUPLING A. C TO D.I. 1-CONC. BLKING 58 RECONNECT EXIST. DOM SERVICE LINE (BLDG. A) 2" PER DIST RECORDS CONTRACTOR TO VERIFY 59 1-12% 6" TEE (MJxFL) 1 N6" GATE VALVE (FLxMJ) 1-FIRE HYDRANT ASS'Y. 5LFN6" D.I. PER STD PLAN B-19a-R 60 1-12" 22 J" BEND (MJ) 1-CONC. BLKING 61 CUT IN TO EXIST. 12" D.I. 1-12" 22 J" BEND (MJxFL) ±5LF 12" PIPE (PE) 1,12" SLEEVE (MJ) 1-CONC. BLKING 62 INSTALL: 1-12" CAP W 3" THREADED HOLE FOR 3" BLOW OFF ASS'Y. PER LAKEHAVEN STDS. 63 1-12"X12" TEE (MJXFL) 1- 12" GATE VALVE (FLXMJ) 1-12" CUBE LAUNCH FACILITY PER STD PLAN B-21 G 1-CONC. BLOCK PIPE COVER NOTE: MINIMUM COVER ON ALL WATER MAINS IS 3.0' OR 12" ABOVE TOP OF VALVE OPERATING NUT. FOR 12"0 WATER MAIN MIN. COVER IS 4 FEET. 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 dimension or quantities and will not relieve the developer from responsibility for errors of any sort. No changes shall be PIPE CROSSING DATA: made in the plans except by the consent of the District. I.E. =INVERT ELEVATION T.O.P. = TOP OF PIPE CROSSING CLEARANCE= I.E. - T.O.P. General Manager/District Engineer Date I.E. =424.5E 12"W T.O.P.=420.0± 18"SD This construction plan will expire one year from the approval date, if construction has not been commenced. PROJECT NUMBER 6104015 O7 I.E. =425.5E 12"W T.O.P.=421.0± 12"SD O8 I.E. =426.3E 12"W T.O.P.=423.4E 8"SD I.E. =426.3E 12"W T.O.P.=421.3E 12"SD 10 I.E. = 427.0± 8"W T.O.P.=421.5E 12"SD I.E. =427.8E TC 11 T.O.P.=427.0± 12"W 12 I.E. =427.5E 2"G T.O.P.=427.0± 12"W I.E. =427.5E 2"G 13 T.O.P.=427.0± 12"W SEWER CROSSING DATA: 14 I.E. =422.2E 12"W T.O.P.=423.2E 12"W 15 I.E. =421.8E 12"W T.O.P.=422.8E 12"W EXISTING SIDE SEWER LATERALS MUST BE POTHOLED PRIOR TO CONSTRUCTION. INVERT ELEVATIONS FOR SEWER PIPE CROSSINGS ARE UNKNOWN. ELEVATIONS SHOWN ARE FOR MIN. COVER FOR WATER ® PIPE CROSSING. EXISTING SEWER LINE MUST HAVE 18" OF CLEARANCE. CONTRACTOR TO VERIFY PRIOR TO CONSTRUCTION. IF MIN. CLEARANCE CAN'T BE MEANT THE 8"SS WILL NEED TO BE ENCASED WITH A 4 MIN. STEEL CASING PIPE SEE STD. PLAN B-21 h. 12" SLEEVE(MJ) 1. 5'±LF 12" PIPE TIE-IN CONNECTION 51 SCALE: 1ff =10f ALL FIRE HYDRANTS SERVICE LINES SHALL BE D.I.P. ENSURE THAT ANY PARKING LOT RE -GRADING EFFORT CLASS 52 PIPE. SERVICE LINES ARE REQUIRED TO DOESN'T LESSEN EXISTING PIPELINE COVER. 12" MAIN BE SHACKLED AND OR HAVE RESTRAINED JOINTS. TYPICALLY UTILIZES 4' OF PIPE COVER. NO CONCRETE BLOCKING AT THE TEE IS REQUIRED. DISTRICT CROSS CONNECTION STAFF WILL DETERMINE TYPE THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL OF BACKFLOW PREVENTION REQUIRED, SPECIFIC TO EACH EXISTING WATER MAIN LOCATIONS HORIZONTALLY BUILDING. AND VERTICALLY PRIOR TO ANY DEMOLITION OR CONSTRUCTION. EXISTING FIRE HYDRANT NOTE: THE GENERAL CONTRACTOR IS RESPONSIBLE FOR CO- ALL EXISTING HYDRANT MUST BE "ABANDONED" IF ORDINATING ALL WATER SHUT DOWNS AND RECON- DISTURBED BY &/OR DURING CONSTRUCTION. NECTIONS WITH STORE MERCHANTS AND FEDERAL WAY FIRE DEPARTMENT. CONTRACTOR NOTES: VERIFY ALL EXISTING UTILITY LOCATIONS. THE LAKEHAVEN UTILITY DISTRICT STAFF WILL CONTRACTOR IS RESPONSIBLE FOR CONTACTING ALL UTILITY DETERMINE TYPE & SIZE OF BACK FLOW PROVIDERS FOR FIELD LOCATES PRIOR TO DIGGING. PREVENTION REQUIRED. CONTACT ENGINEER IF THERE ARE ANY CONFLICTS WITH EXISTING UTILITIES. ALL (FDC) FIRE DEPARTMENT CONNECTION LOCATIONS MUST BE APPROVED BY THE FEDERAL WAY FIRE MARSHALL PRIOR TO CONSTRUCTION. TIE-IN CONNECTION 50 SCALE: 1 "=10' RM /-5'±LF 12" PIPE = 12 COUPLIN - (MJ� TIE-IN CONNECTION \ SCALE: 1 "=10' S7 TIE-IN CONNECTION 61 SCALE: 1 "=10' RE VE PLUG FRDN EXIST. TEE I '± 0 1 " 9 PIP 'PE� w 12" S EEVE(MJ) \ w it \ 3 ........... TIE-IN CONNECTION (753A SCALE: 1 "=10' OWNER: HARSCH INVESTMENT PROPERTIES P.O. BOX 2708 PORTLAND, OREGON 97208 (503) 450-0777 CONTACT: RANDY KYTE FIRE MARSHALL FEDERAL WAY FIRE DEPT. E) 9 rA 0� \CGS, INC � E dW °' 'HS09 U Z It ao to o ono Ito � .4- 0 p to to w V / M rnn� `^ V L-1 > �I-cp 00000 Z N00NLL- _ V �zitz X J Z � Q w J 0 IY W a W z wo 0 C� w > z Q LLJ of v O n w z L0 M oaO o w ao M N (n 0) N N I I � N N I 1 0 0 0 z z w w o 00 U U of 3:: w w w afW 00 w w N Z j I L d IO � 00/'� 00 0 Z m v J Q O z < U N = Z U Ld 0 � 0 z Q F-- Q 0 � � Mom/ W > Q 0-)< Q � w 0-) W U J w p Q = LJ LL_ J "THIS PROJECT SHALL BE CONSTRUCTED IN ACCORDANCE WITH LAKEHAVEN UTILITY DISTRICT 'WATER SYSTEM AND SEWER SYSTEM STANDARDS' APPROVED BY THE WASHINGTON STATE DEPARTMENT OF HEALTH ON JUNE 8, 1994 AND ANY ADDENDA THERETO." drawn by checked by scale G TFD date 1 "=50' 03-21-1 job no. 2003142.17 sheet 2 of 2 0 100' 200' 400' 800' PLAN Scale.: 1 "-200'-0" NORTH KEY MAP UTILITY TO BE SCREENED JAPANESE HOLLY FOR SCREENING 3' OR LESS, EMERALD ARBORVITAE FOR SCREENING 3' OR TALLER. PLANT LEGEND TREES BOTANICAL NAME/ SIZE SPACING QUANTITY REMARKS COMMON NAME PICEA PUNGENS 'R.H. MONTGOMERY' 6'/7' AS SHOWN 14 PPR R.H. MONTGOMERY SPRUCE ARA ACER RUBRUM 'ARMSTRONG' 2" CAL. AS SHOWN AR,MSTRONG MAPLE C , ,';JUS KOUSA 7'/8' AS SHOWN CK KOL-SA DOGWOOD GS MAGNOLIA GRANDIFLORA 'LITTLE GEM' 8'/9' AS SHOWN L17 LE GEM MAGNOLIA GTS GI_F_DITSIA TRIACANTHOS 'SHADEMASTER' 2" CAL. AS SHOWN SHADEMASTER HONEYLOCUST PCK� PRUIVUS CERASIFERA 'KRAUTER VESUVIUS' 2" CAL. AS SHOWN KRAUTER VESUVIUS FLOWERING PLUM PS+ PRUNUS SARGENTII 'COLUMNARIS' 2" CAL. AS SHOWN D COLUMNAR SARGENT CHERRY PCC PYRUS CALLERYANA 'CAPITAL' 2" CAL. AS SHOWN CAPITAL PEAR -x ACCESS SIDE - TYP TYPICAL SCREENING DETAIL + FOR OUTDOOR FACILITIES (TRASH ENCLOSURES, OUTDOOR STORAGE, AND UTILITIES) �+ ,'� NOTE: PLANTING LAYOUT MAY REQUIRE MODIFICATION TO ALLOW ACCESS. FENCING AND GATES MAY ALSO BE RECOMMENDED. /+ v J J (n F-- 0 10' 20' 40' 0 C) 0 z 0 Cn Lu N \ � \\ 0- LLj W \ o � O W , \ G o \ U W m Q \ Z 0_1 \ \� C� \ \ o \ a a o J NLli LLJ LLJ Q 1- iW J 0 U n 80PLAN Scale: 1 "-20'-0' NORTH + Z I I I /+ I I � I + I � I I I I I I I 1�1 1 I 1 I 1 1 I I I I� I I 40 6' BRANCHING HEIGHT 35 MUL TI - TRUNK 8 (ESPALIER) 5' BRANCHING HEIGHT 29 6' BRANCHING HEIGHT 48 6' BRANCHING HEIGHT 30 5' BRANCHING HEI GH T 39 5' BRANCHING HEIGHT CHARLES S. PLANT LEGEND PLANT LEGEND ROSENFELD ASSOCIATES SHRUBS/ BOTANICAL NAME/ S1E SPACING QUANTITY REMARKS GROUNOCOVER/ BOTANICAL NAME/ SIZE SPACING QUANTITY REMARKS PERENNIALS COMMON NAME PERENNIALS COMMON NAME L.L.C. AUC(�) ARBUTUS UNEDO 'COMPACTA' 18024" 5' O.C. 45 DROUGHT TOLERANT ARB AJUGA REPANS 'BRAUNHERZ' 4" POT 12 O.C. REGULAR WATER LANDSCAPE ARCHITECTURE & PLANNING DWARF STRAWBERRY TREE 5 GAL ONCE ESTABLISHED BRAUNHERZ CARPET BUGLE REQUIRED 7785 West Stark Street BTC (D BERBERIS THUNBERGII 'CRIMSON PYGMY' 12 /15" 30" O.C. 183 DROUGHT TOLERANT HSD HEMEROCALLIS 'STELLA D'ORO' 1 GAL. AS SHOWN 406 MODERATE WATER Portland, Oregon 97229 Phone: (503) 297-4222 CRIMSON PYGMY BARBERRY 2 GAL. ONCE ESTABLISHED o° ° STELLA D'ORO DAYLILY REQUIRED Fax: (503) 297-4333 EACO EUONYMOUS ALATA 'COMPACTA' 18024" 4' O.C. 63 DROUGHT TOLERANT HC HYPERICUM CALYCINUM 1 GAL. 15" O.C. DROUGHT TOLERANT Web:wwwrosenteldassociates.com BURNING BUSH 5 GAL. ONCE ESTABLISHED ST. JOHN'SWORT ONCE ESTABLISHED FJ ® FATSIA JAPONICA 18"/24" AS SHOWN 8 REGULAR WATER LBB LIRIOPE MUSCARI 'BIG BLUE' 1 GAL. 18" O.C. 87 REGULAR WATER JAPANESE ARALIA 5 GAL. REQUIRED BIG BLUE LILYTURF REQUIRED LA e LEUCOTHOE AXILLARIS 15"/18" 4' O.C. 113 REGULAR WATER HM HEUCHERA 'PALACE PURPLE' 4" POT 18" O.C. REGULAR WATER COAST LECOTHOE 5 GAL. REQUIRED PALACE PURPLE ALUM ROOT REQUIRED PAH ® PENNISETUM ALOPECUROIDES 'HAMELN' 2 GAL. AS SHOWN 109 DROUGHT TOLERANT TCP TEUCRIUM CHAMAEDRYS 'PROSTRATUM' I GAL. 18" O.C. DROUGHT TOLERANT HAMELN FOUNTAIN GRASS ONCE ESTABLISHED PROSTRATE GERMANDER ONCE ESTABLISHED PTS PHORMIUM TENAX 'SUNDOWNER' 5 GAL. AS SHOWN 267 DROUGHT TOLERANT CE COMPANION 70% 'ELKA' PERINNIAI_ RYE 6LBS PER 1000 SQ. FEET STATE OF SUNDOWNER NEW ZEALAND FLAX ONCE ESTABLISHED 30% 'ENSYLVA' RED FESCUE W TON REGISTERED PT PHORMIUM TENAX 'RUBRA' 5GA1_. AS SHOWN 122 DROUGHT TOLERANT WF ;•;•;t WALDSTENIA FRAGARIOIDES 4" POT 18" O.C. DROUGHT TOLERANT LANDSCAPE SCAPE ARCHITECT RED NEW ZEALAND FLAX ONCE ESTABLISHED •;;;+; BAREN STRAWBERRY ONCE ESTABLISHED PTR PAR THENOCISSUS TRICUSPIDATA 1 GAL. 8' O.C. 31 DROUGHT TOLERANT Ti TRACHELOSPERMUM JASMINOIDES ® 5 GAL. AS SHOWN 13 BOSTON IVY ONCE ESTABLISHED STAR JASMINE CHARLES S. ROSENFELD PJMO PIERIS JAPONICA 'MT. FIRE' 18"//%4" 4' O.C. 28 MODERATE WATER we BOULDERS REUSED FROM EXISTING LANDSCAPE PLANTERS TO BE PLACED BY CERTIFICATE NO. 494 MT. FIRE PIERIS 5 GAL, REQUIRED 10 LANDSCAPE ARCHITECT (BURY MINIMUM 1/3) PLO PRUNUS LAUROCERASUS 'OTTO LUYKEN' 18"/24" 4' O.C. 270 MODERATE WATER EXISTING LANDSCAPING TO BE RETAINED OTTO LUYKEN LAUREL 5 GAL REQUIRED REVISIONS: RIB ® RHAPHIOLEPIS INDICA 'BALLERINA' 15"/18" 3' O.C. 262 DROUGHT TOLERANT NOTES 1. DROUGHT TOLERANT LANDSCAPING. ALL EXISTING NON -LAWN PLANTING TO REMAIN IS WELL -ESTABLISHED AND IS 0 NA BALLERINA INDIA HAWTHORNE 5 GAL. ONCE ESTABLISHED DROUGHT TOLERANT. NEW PLANTING AREAS CONTAIN MANY DROUGHT TOLERANT TO LOW WATER REQUIREMENT PLANTINGS. NA RBB -RHODODENDRON 'BADEN BADEN' 15'O8" 3' O.C. 198 REGULAR WATER LANDSCAPE PLANTING AREAS SHALL CONSIST OF AT LEAST 25% DROUGHT TOLERANT SPECIES PER FWCC 22-1564. Q NA BADEN BADEN RHODODENDRON 5 GAL. REQUIRED 2. EXISTING SOILS SHALL BE AMMENDED WITH AN ORGANIC SUPPLEMENT PER FWCC 22-1564. a RCD ® ROSA 'CAREFREE DELIGHT' 12"/15 3' O.C. 127 DROUGHT TOLERANT 3. LANDSCAPE AREAS SHALL BE COVERED WITH 2" MIN, DEPTH MULCH PER FWCC 22-1564. ® NA CAREFREE DELIGHT ROSE 2 GAL. ONCE ESTABLISHED 4. PLANTING AREAS SHALL BE WATERED BY AN AUTOMATIC UNDERGROUND IRRIGATION SYSTEM IMPLEMENTING WATER NA TO THUJA OCCIDENTALIS 'SMARGD' 5'-6' 30" O.C. 20 DROUGHT TOLERANT CONSERVATION TECHNOLOGY. 5. CONTRACTOR TO PROVIDE GROUNOCOVER QUANTITIES BASED ON SPECIFIED SPACING ON CENTER WITH TYPICAL © NA EMERALD ARBORVITAE ONCE ESTABLISHED TRIANGULAR SPACING METHOD. NA VD O VIBURNUM DAVIDII 15'/18" 3' O.C. 190 DROUGHT TOLERANT 7, OAVID VIBURNUM 2 GAL. ONCE ESTABLISHED —�`— -x x x x x X x x x x x x x x x x x x x x x x x x II I X I ' X Ins I' x �I X X � Cr p I X �_ o : x-� X I O !� p p CO X Cn Cu X El F-1 El El X ElX ` O - Cu X \+ X M \+ LL X BUILDING "All - X EXISTING I X X Eml X I X I X I° X DRAWN. CHECKED: RWB CSR SCALE: DATE: 1" = 20'-0" FEB 27, 2012 o JOB t. o SHEET NAME: DESIGN REVIEW ° PLANTING PLAN SHEET 4, X "x x� X x SHEET 1 OF 8 I 800' Scale: 1 "-200'-0" PLAN NORTH PLANT LEGEND TREES BOTANICAL NAME/ SIZE SPACING QUANTITY REMARKS COMMON NAME PICEA PUNGENS 'R.H. MONTGOMERY' 6'/7' AS SHOWN 14 PPR R.H. MONTGOMERY SPRUCE ARA ACER RUBRUM 'ARMSTRONG' 2" CAL. AS SHOWN 40 6' BRANCHING D ARMSTRONG MAPLE HEIGHT ti CORNUS KOUSA 7'/8' AS SHOWN 35 MULTI -TRUNK CK KOUSA DOGWOOD GS MAGNOLIA GRANDIFLORA 'LITTLE GEM' 8'/9' AS SHOWN 8 (ESPALIER) LITTLE GEM MAGNOLIA 5' BRANCHING HEI GH T GTS GLEOITSIA TRIACANTHOS 'SHADEMASTER' 2" CAL. AS SHOWN 29 6' BRANCHING SHADEMASTER HONEYLOCUST HEIGHT PCK. PRUNUS CERASIFERA 'KRAUTER VESUVIUS' 2" CAL. AS SHOWN 48 6' BRANCHING KRAUTER VESUVIUS FLOWERING PLUM HEIGHT PS+ PRUNUS SARGENTII 'COLUMNARIS' 2 CAL. AS SHOWN 30 5' BRANCHING COLUMNAR SARGENT CHERRY HEIGHT FCC PYRUS CALLERYANA 'CAPITAL' 2" CAL. AS SHOWN 39 5' BRANCHING CAPITAL PEAR HEIGHT PLANT LEGEND PLANT LEGEND SHRUBS/ BOTANICAL NAME/ SIZE SPACING QUANTITY REMARKS GROUNDCOVER/ BOTANICAL NAME/ SIZE SPACING QUANTITY REMARKS PERENNIALS COMMON NAME PERENNIALS COMMON NAME AUCO ARBUTUS UNEDO 'COMPACTA' 18%24" 5' O.C. 45 DROUGHT TOLERANT ARB AJUGA REPANS 'BRAUNHERZ' 4" POT 12" O.C. REGULAR WATER DWARF STRAWBERRY TREE 5 GAL. ONCE ESTABLISHEC BRAUNHERZ CARPET BUGLE REQUIRED BTC + BERBERIS THUNBERGII 'CRIMSON PYGMY' 12"/15" 30" O.C. 183 DROUGHT TOLERANT HSD o HEMEROCALLIS 'STELLA D'ORO' 1 GAL. AS SHOWN 406 MODERATE WATER CRIMSON PYGMY BARBERRY 2 GAL. ONCE ESTABLISHED °° STELLA D'ORO DAYLILY REQUIRED EACO EUONYMOUS ALATA 'COMPACTA' 18%24" 4' O.C. 63 DROUGHT TOLERANT HC HYPERICUM CALYCINUM 1 GAL. 15" O.C. DROUGHT TOLERANT BURNING BUSH 5 GAL. ONCE ESTABLISHED SL JOHN'SWORT ONCE ESTABLISHED ® FATSIA JAPONICA 18"/24" AS SHOWN 8 - REGULAR WATER LBB LIRIOPE MUSCARI 'BIG BLUE' 1 GAL. 18" O.C. 87 REGULAR WATER FJ JAPANESE ARALIA 5 GAL. REQUIRED BIG BLUE LILYTURF REQUIRED LA e LEUCOTHOE AXILLARIS 15"/18" 4' O.C. 113 REGULAR WATER HM HEUCHERA 'PALACE PURPLE' 4" POT 18" O.C. REGULAR WATER COAST LECOTHOE 5 CAL. REQUIRED PALACE PURPLE ALUM ROOT REQUIRED PAH PENNISETUM ALOPECUROIDES 'HAMELN' 2 GAL. AS SHOWN 109 DROUGHT TOLERANT TCP TEUCRIUM CHAMAEDRYS 'PROSTRATUM' 1 GAL. 18" O.C. DROUGHT TOLERANT HAMELN FOUNTAIN GRASS ONCE ESTABLISHED PROSTRATE GERMANDER ONCE ESTABLISHED PTS PHORMIUM TENAX 'SUNDOWNER' 5 GAL AS SHOWN 267 DROUGHT TOLERANT CE COMPANION 70% 'ELKA' PERINNIAL RYE 6LUS PER 1000 SQ. FEET SUNDOWNER NEW ZEALAND FLAX ONCE ESTABLISHED 30% 'ENS YLVA' RED FESCUE PT* PHORMIUM TENAX 'RUBRA' 5GAL. AS SHOWN 122 DROUGHT TOLERANT WF ' ' ' WALDSTENIA FRAGARIOIDES 4" POT 18" O.C. DROUGHT TOLERANT RED NEW ZEALAND FLAX ONCE ESTABLISHED .;.;.; BAREN STRAWBERRY ONCE ESTABLISHED PTR PARTHENOCISSUS TRICUSPIDATA 1 GAL. 8' O.C. 31 DROUGHT TOLERANT TJ ® TRACHELOSPERMUM JASMINOIDES 5 GAL. AS SHOWN 13 BOSTON IVY ONCE ESTABLISHED STAR JASMINE PJMO PIERIS JAPONICA 'MT. FIRE' 18%24" 4' O.C. 28 MODERATE WATER ® BOULDERS REUSED FROM EXISTING LANDSCAPE PLANTERS TO BE PLACED BY MT. FIRE PIERIS 5 GAL. REQUIRED LANDSCAPE ARCHITECT (BURY MINIMUM 1/3) PLO PRUNUS LAUROCERASUS 'OTTO LUYKEN' 18"/24" 4' O.C. 270 MODERATE WATER EXISTING LANDSCAPING TO BE RETAINED OTTO LUYKEN LAUREL 5 GAL. REQUIRED NOTES: RIB ® RHAPHIOLEPIS INDICA 'BALLERINA' 15%18" 3' O.C. 262 DROUGHT TOLERANT 1. DROUGHT TOLERANT LANDSCAPING. ALL EXISTING NON -LAWN PLANTING TO REMAIN IS WELL -ESTABLISHED AND IS BALLERINA INDIA HAWTHORNE 5 GAL. ONCE ESTABLISHED DROUGHT TOLERANT. NEW PLANTING AREAS CONTAIN MANY DROUGHT TOLERANT TO LOW WATER REQUIREMENT PLANTINGS. RBB O RHODODENDRON 'BADEN BADEN' 15"/18" 3' O.C. 198 REGULAR WATER LANDSCAPE PLANTING AREAS SHALL CONSIST OF AT LEAST 25% DROUGHT TOLERANT SPECIES PER FWCC 22-1564. BADEN BADEN RHODODENDRON 5 GAL. REQUIRED 2. EXISTING SOILS SHALL BE AMMENDED WITH AN ORGANIC SUPPLEMENT PER FWCC 22-1564. RCD ® ROSA 'CAREFREE DELIGHT' 12"/15" 3' O.C. 127 DROUGHT TOLERANT 3. LANDSCAPE AREAS SHALL BE COVERED WITH 2" MIN. DEPTH MULCH PER FWCC 22-1564. CAREFREE DELIGHT ROSE 2 GAL. ONCE ESTABLISHED 4. PLANTING AREAS SHALL BE WATERED BY AN AUTOMATIC UNDERGROUND IRRIGATION SYSTEM IMPLEMENTING WATER TO THUJA OCCIDENTALIS 'SMARGD' 5'-6' 30" O.C. 20 DROUGHT TOLERANT CONSERVATION TECHNOLOGY. 5. CONTRACTOR TO PROVIDE GROUNDCOVER QUANTITIES BASED ON SPECIFIED SPACING ON CENTER WITH TYPICAL EMERALD ARBORVITAE ONCE ESTABLISHED. TRIANGULAR SPACING METHOD. VD O VIBURNUM DAVIDII 15"/18" 3' O.C. 190 DROUGHT TOLERANT DAVID VIBURNUM 2 GAL. ONCE ESTABLISHED o 100' aao• aoo• KEY PLAN j II J W L.� Z W N Ld O W N ry V) W J Q Q n = V d U n Z O V g Lli Z N W Of M F_ C G W U 0 0 a�W O O W Co STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT CHARLES S. ROSENFELD CERTIFICATE NO. 494 REVISIONS: Qi NA 0 NA 0 NA ® NA ZL NA © NA A NA 4) L m Cr 0 Q 0 Cu Cu O Cu T� i U L �_0 L mo LL DRAWN: CHECKED: RWB CSR SCALE: DATE: 1" = 20'-0" FEB 27, 2012 JOB SHEET NAME: PLANTING PLAN SHEET t P2 SHEET 2 OF 8 I i I — PLAN NORTH 0 100' 200' 400' 800' ��7 KEY PLAN Scale: V-200'-0" EXISTING 8"-14" FIR TREES (TREE LOCATIONS ARE APPROXIMATE) e e U ° J or F Q (n Q a J W L� Z W Cn O ® a of co co w J Of U o hI a G o a _ a MICHA w of Of 0 o a a W 0- o a w Qf r a U ° ° z a 0 Ln o a a F-- Of Q o J T a O ® — ❑ Cn i�li I I1%� mix x ♦�! Ili i•� :> li i v; \ PCC, TYP. p O N F— PLAN 0 10' 20' 4080' NORTH Scale: 1 "-20'-01' i PLANT LEGEND PLANT LEGEND PLANT LEGEND r° CHARLES S. TREES BOTANICAL NAME/ SIZE SPACING QUANTITY REMARKS SHRUBS/ BOTANICAL NAME/ SIZE SPACING QUANTITY REMARKS GROUNDCOVER/ BOTANICAL NAME/ SIZE SPACING QUANTITY REMARKS ROSENFELD COMMON NAME PERENNIALS COMMON NAME PERENNIALS COMMON NAME . PICEA PUNGENS 'R.H. MONTGOMERY' 6'/7' AS SHOWN 14 AUCO ARBUTUS UNEDO 'COMPACTA' 18"/24 5' O.C. 45 DROUGHT TOLERANT ARB AJUGA REPANS 'BRAUNHERZ' 4" POT 12 O.C. REGULAR WATER ASSOCIATES PPR R.H. MONTGOMERY SPRUCE DWARF STRAWBERRY TREE 5 GAL. ONCE ESTABLISHED BRAUNHERZ CARPET BUGLE REQUIRED L.L.C. BTC BERBERIS THUNBERGII 'CRIMSON PYGMY' 12"/15" 30" D.C. 183 DROUGHT TOLERANT HSD ° HEMEROCALLIS 'STELLA D'ORO' I GAL. AS SHOWN 406 MODERATE WATER 0 CRIMSON PYGMY BARBERRY 2 GAL, ONCE ESTABLISHED ° ° STELLA D'ORO OA l'LIL Y REQUIRED LANDSCAPE ARCHITECTURE & PLANNING ARA ACER RUBRUM 'ARMSTRONG' 2" CAL. AS SHOWN 40 6' BRANCHING 7785 West Stark Street • ARMSTRONG MAPLE HEIGHT EACO EUONYMOUS ALATA 'COMPACTA' 18"/24" 4' O.C. 63 DROUGHT TOLERANT HC HYPERICUM CALYCINUM 1 GAL. 15 O.C. DROUGHT TOLERANT Portland, Oregon97229 BURNING BUSH 5 GAL. ONCE ESTABLISHED ST. JOHN'SWORT ONCE ESTABLISHED Phone: (503) 297-4222 FATSIA JAPONICA 18"/ 24" AS SHOWN 8 REGULAR WATER LBB LIRIOPE MUSCARI 'BIG BLUE' 1 GAL. 18 O.C. 87 REGULAR WATER Fax: (503) 297-4333 CORNUS KOUSA 7'/8' AS SHOWN 35 MULTI - TRUNK FJ ® Web: www.rosenfeldassociates.co CK KOUSA DOGWOOD JAPANESE ARALIA 5 GAL REQUIRED BIG BLUE LILYTURF REQUIRED LA LEUCOTHOE AXILLARIS 15/18" 4' O.C. 113 REGULAR WATER HM HEUCHERA 'PALACE PURPLE' 4" POT 18 O.C. REGULAR WATER e COAST LECOTHOE 5 GAL. REQUIRED PALACE PURPLE ALUM ROOT REQUIRED GS L1AGNOLIE GRAGNOLORA 'LITTLE GEM' 8'/9' AS SHOWN 8 (ESPALIER) PAH PENNISETUM ALOPECUROIDES 'HAMELN' 2 GAL. AS SHOWN 109 DROUGHT TOLERANT TCP TEUCRIUM CHAMAEDRYS PROSTRATUM' 1 GAL. 18 O.C. DROUGHT TOLERANT LI ; TLE GEM MAGNOLIA 5' BRANCHING ® HAMELN FOUNTAIN GRASS ONCE ESTABLISHED PROSTRATE GERMANDER ONCE ESTABLISHED HEIGHT � Q PTS PHORMIUM TENAX 'SUNDOWNER' 5 GAL. AS SHOWN 267 DROUGHT TOLERANT CE COMPANION 70% 'ELKA' PERINNIAL RYE 6LBS PER 1000 SQ. FEET GTS GLCDITSIA TRIACANTHOS 'SHADEMASTER' 2" CAL. AS SHOWN 29 6' BRANCHING SUNDOWNER NEW ZEALAND FLAX ONCE ESTABLISHED 30% 'ENSYLVA' RED FESCUE SHADEMASTER HONEYLOCUST HEIGHT PT PHORMIUM TENAX 'RUBRA' 5GAL. AS SHOWN 122 DROUGHT TOLERANT WF ;+,`,* WALDSTENIA FRAGARIOIDES 4" POT 18" O.C. DROUGHT TOLERANT RED NEW ZEALAND FLAX ONCE ESTABLISHED BAREN STRAWBERRY ONCE ESTABLISHED STATE OF +'+#+` WASHINGTON PCK• PRUNUS CERASIFERA 'KRAUTER VESUVIUS' 2" CAL. AS SHOWN 48 6' BRANCHING PTR PARTHENOCISSUS TRICUSPIDATA TRACHELOSPERMUM JASMINOIDES 5 GAL AS SHOWN 13 1 GAL. 8' O.C. 31 DROUGHT TOLERANT TJ ® STAR JASMINE REGISTERED KRAUTER VESUVIUS FLOWERING PLUM HEIGHT BOSTON IVY ONCE ESTABLISHED LANDSCAPE ARCHITECT PJM PIERIS JAPONICA 'MT. FIRE' 18"/24" 4' O.C. 28 MODERATE WATER BOULDERS REUSED FROM EXISTING LANDSCAPE PLANTERS TO BE PLACED BY PSX PRUNUS SARGENTII 'COLUMNARIS' 2" CAL. AS SHOWN 30 5' BRANCHING O MT. FIRE PIERIS 5 GAL. REQUIRED LANDSCAPE ARCHITECT (BURY MINIMUM 1/3) + COLUMNAR SARGENT CHERRY HEIGHT PLO PRUNUS LAUROCERASUS 'OTTO LUYKEN' 18"/24" 4' O.C. 270 MODERATE WATER EXISTING LANDSCAPING TO BE RETAINED CHARLES S. ROSENFELD OTTO LUYKEN LAUREL 5 GAL. REQUIRED NOTES: CERTIFICATE NO. 494 PCC PYRUS CALLERYANA 'CAPITAL' 2" CAL. AS SHOWN 39 5' BRANCHING RIB ® RHAPHIOLEPIS INDICA 'BALLERINA' 15"/1B" 3' O.C. 262 DROUGHT TOLERANT 1. DROUGHT TOLERANT LANDSCAPING. ALL EXISTING NON -LAWN PLANTING TO REMAIN IS WELL -ESTABLISHED AND IS CAPITAL PEAR HEIGHT BALLERINA INDIA HAWTHORNE 5 GAL ONCE ESTABLISHED DROUGHT TOLERANT NEW PLANTING AREAS CONTAIN MANY DROUGHT TOLERANT TO LOW WATER REQUIREMENT PLANTINGS. REVISIONS; 0 RBB 0 RHODODENDRON 'BADEN BADEN' 15"/18" 3' O.C. 198 REGULAR WATER LANDSCAPE PLANTING AREAS SHALL CONSIST OF AT LEAST 25% DROUGHT TOLERANT SPECIES PER FWCC 22-1564. BADEN BADEN RHODODENDRON 5 GAL REQUIRED 2. EXISTING SOILS SHALL BE AMMENDED WITH AN ORGANIC SUPPLEMENT PER FWCC 22-1564. 0 NA RCD ROSA 'CAREFREE DELIGHT' 12"/15" 3' O.C. 127 DROUGHT TOLERANT 3. LANDSCAPE AREAS SHALL BE COVERED WITH 2" MIN. DEPTH MULCH PER FWCC 22-1564. 2Q NA ® 4. PLANTING AREAS SHALL BE WATERED BY AN AUTOMATIC UNDERGROUND IRRIGATION SYSTEM IMPLEMENTING WATER CAREFREE DELIGHT ROSE 2 GAL, ONCE ESTABLISHED CONSERVATION TECHNOLOGY, 0 NA TO THUJA OCCIDENTALIS 'SMARGD' 5'-6' 30" O.C. 20 DROUGHT TOLERANT 5. CONTRACTOR TO PROVIDE GROUNDCOVER QUANTITIES BASED ON SPECIFIED SPACING ON CENTER WITH TYPICAL ® NA EMERALD ARBORVITAE ONCE ESTABLISHED TRIANGULAR SPACING METHOD. Q VD O VIBURNUM DAVIDII 15'/18" 3' O.C. 190 DROUGHT TOLERANT s NA DAVID VIBURNUM 2 GAL. ONCE ESTABLISHED © NA �v' o A NA C EXISTING TYPE III LANDSCAPE AREA TO REMAIN, TYP. IF RADIO VACANT SHACK a a o o a a o PARTY CITY a 0 0 a a 0 0 0 0 TCP, TIP. PTS, TYP. VD. TYP. TYP: no EXISTING LANDSCAPE AREA TO REMAIN, TYP. Wes- .._. =7� a U a a a a a ° RITE —AID VD, TYP. PTS, TYP. ARA, TYP. a a HSD, TYP. BOULDERS, TYP. ARB TYP. a ° a PTS, TYP. RBB, TYP. # # a a F— + ARA, TYP. + + o ++ El 19 # 4 �0 RBB TYP. BOULDERS, TYP. ( • HSD TYP. TCP, TYP. RIB, TYP. PCK, TYP. WF, TYP. BTC, TYP. nnn rvn EXISTING LANDSCAPE AREA TO REMAIN, TYP. 4 L O FE SI, � � -C= Cu V!^^ I O ` CU � tU. Cu L z mo 0 LL V I W S, TYP. PTS, TYP. ( ARA, TYP. PPR, TYP. RBB, TYP. PT, TYP. I T RIB, TYP. PLO, TYP. WF TYP. Fm ++ O DRAWN: CHECKED # + + RWB CSR + + SCALE: DATE: 1" = 20'-0" FEB 27, 2012 # JOB t + # . + , + .� « �� ......... ................ ............. + + + + + + # + # # # # .. ......... ............. .. . + + SHEET NAME: • DESIGN LAWN • REVIEW BTC TYP. PLANTING PAH TYP. PLAN RCD, TYP. HM, TYP. ............ ...................................................... .......... SHEET #- SHEET 3 of 8 161 I #fit r i' {I� !�F:I: I �,m t! if? �i•I� . 94 � 1111 ■1f �® all � AEI iel �\F �3� 1 TCP, TYP. PTS, TYP. VD, TYP. PLO, TYP. EAC, TYP. PLO, TYP. PTR, TYP. PTS, TYP. ARB, TYP. ARA, TYP. PTS, TYP. EXISTING TYP. WF, TYP. PTS, TYP. 9"�.�� ' `•' ARB, TYP. ■ RBB, TYP. PCC, TYP. PJM, TYP. LBB, TYP. RIB, TYP. aj RIB, TYP. VD, TYP. PTS, TYP. LBB, Typ. « + ; ` + + RBB, TYP. HSD, TYP. BOULDERS, TYP. CK TYP. HC, TYP. PJM, TYP. GTS, TYP. LBB, TYP. PT, TYP. 11 . •we j MR, PCC, TYP. _ `'.♦mil R88 TYPHSD, TYP. HC, TYP. . PTS, TYP. PTS TYP. PCC, TYP. PTR, TYP. PPR TYP. PAH, TYP. HM, TYP. CK TYP. PTS, TYP. PPR, TYP. PSX, TYP. AUC TYP. HM, TYP. I I PTS, TYP. LLJ I HM, TYP. i J J a I p L_ JFm ■ ■ o 0 F-B-_1 z I I PLANT LEGEND w N I GROUNDCOVER/ BOTANICAL NAME/ SIZE SPACING QUANTITY REMARKS Of PERENNIALS COMMON NAME AUC, TYP. CoI EXISTING LANDSCAPE ARB AJUGA REPANS 'BRAUNHERZ' 4" POT 12 O.C. REGULAR WATER [ Q N AREA TO REMAIN, TYP. BRAUNHERZ CARPET BUGLE REQUIRED • M I I HSD oo HEMEROCALLIS 'STELLA O'ORO' 1 GAL. AS SHOWN 406 MODERATE WATER • o I I o STELLA D'ORO DAYLILY REQUIRED • o I ( HC HYPERICUM CALYCINUM 1 GAL 15" O.C. DROUGHT TOLERANT ST. JOHN'SWORT ONCE ESTABLISHED • BUILDING "O" w I LBB LIRIOPE MUSCARI 'BIG BLUE' 1 GAL. 18" O.C. 87 REGULAR WATER • [ n BIG BLUE LILYTURF REQUIRED • EXISTING Z O HM HEUCHERA 'PALACE PURPLE' 4" POT 18" O.C. REGULAR WATER • PALACE PURPLE ALUM ROOT REQUIRED • TCP TEUCRIUM CHAMAEDRYS 'PROSTRATUM' 1 GAL 18" O.C. DROUGHT TOLERANT • i PROSTRATE GERMANDER ONCE ESTABLISHED • EXISTING STREET TREE CE COMPANION 70% 'ELKA' PERINNIAL RYE 6LBS PER 1000 SQ. FEET • o ( TO REMAIN, TYP. 30% 'ENS YLVA' RED FESCUE • WF '«'.'. WALDSTENIA FRAGARIOIDES 4" POT 18" O.C. DROUGHT TOLERANT ■ • 0 I I +'+'+' BAREN STRAWBERRY ONCE ESTABLISHED _ — — ++*+*+ TRACHELOSPERMUM JASMINOIDES 5 GAL. AS SHOWN 13 ui Of TJ ® PT TYP. Of I I STAR JASMINE RBB, TYP. ■ BOULDERS REUSED FROM EXISTING LANDSCAPE PLANTERS TO BE PLACED BY HSD, TYP. ® LANDSCAPE ARCHITECT (BURY MINIMUM 1/3) O o • ■ ■ • `k ■ ■ Im EXISTING LANDSCAPING TO BE RETAINED RIB TYP. LET m NOTES: 1. DROUGHT TOLERANT LANDSCAPING. ALL EXISTING NON -LAWN PLANTING TO REMAIN IS WELL -ESTABLISHED AND IS PJM TYP. HSD TYP. DROUGHT TOLERANT. NEW PLANTING AREAS CONTAIN MANY DROUGHT TOLERANT TO LOW WATER REQUIREMENT PLANTINGS. ARA, TYP. ARB, TYP. LANDSCAPE PLANTING AREAS SHALL CONSIST OF AT LEAST 25% DROUGHT TOLERANT SPECIES PER FWCC 22-1564. �,« + _ARA TYP. o I I 2. EXISTING SOILS SHALL BE AMMENDED WITH AN ORGANIC SUPPLEMENT PER FWCC 22-1564. ++* + + PT TYP. PTS TYP. v� 3. LANDSCAPE AREAS SHALL BE COVERED WITH 2" MIN. DEPTH MULCH PER FWCC 22-1564. '«' •+«+ RBB, TYP. 4. PLANTING AREAS SHALL BE WATERED BY AN AUTOMATIC UNDERGROUND IRRIGATION SYSTEM IMPLEMENTING WATER ' RIB TYP. o CONSERVATION TECHNOLOGY '++ « 5. CONTRACTOR TO PROVIDE GROUNDCOVER QUANTITIES BASED ON SPECIFIED SPACING ON CENTER WITH TYPICAL }+ + ■ Q TRIANGULAR SPACING METHOD. ' ' `.'. ' ' r/ o ■ 3SWALK u .}.�..+.+ '.�.«. . �l U PIS, TYP. J Lij N 0 N N o EXISTING LANDSCAPE TYPE III LANDSCAPING 4J -I AREA TO REMAIN, TYP. w EXISTING STREET TREE -- o I TO77TifA'IN; TPP— . � IN J Q I ••-•-•-...... •-P�CI�IG�f�f��#WA�fSfl�JU�H .._.._.._. -.. .._.. c.� H TJ, T YYP. ARA PLAN 0 100' 200' 400' 800, NORTH KEY PLAN Scale. 1 -200 -0 PLANT LEGEND - TREES BOTANICAL NAME/ SIZE SPACING QUANTITY REMARKS COMMON NAME PICEA PUNGENS 'R.H. MONTGOMERY' 6'/7' AS SHOWN 14 PPR R.H. MONTGOMERY SPRUCE ARA ACER RUBRUM 'ARMSTRONG' 2" CAL. AS SHOWN 40 6' BRANCHING ARMSTRONG MAPLE HEIGHT CORNUS KOUSA 7'/8' AS SHOWN 35 MULTI - TRUNK CK KOUSA DOGWOOD GS MAGNOLIA GRANDIFLORA 'LITTLE GEM' 8'/9' AS SHOWN 8 (ESPALIER) LITTLE GEM MAGNOLIA 5' BRANCHING HEI GH T GTS GLEDITSIA TRIACANTHOS 'SHADEMASTER' 2" CAL. AS SHOWN 29 6' BRANCHING SHADEMASTER HONEYLOCUST HEIGHT PCK, PRUNUS CERASIFERA 'KRAUTER VESUVIUS' 2" CAL. AS SHOWN 48 6' BRANCHING KRAUTER VESUVIUS FLOWERING PLUM HEIGHT PS+ PRUNUS SARGENTII COLUMNARIS 2 CAL. AS SHOWN 30 5' BRANCHING COLUMNAR SARGENT CHERRY HEIGHT PCC PYRUS CALLERYANA 'CAPITAL' 2" CAL. AS SHOWN 39 5' BRANCHING CAPITAL PEAR HEIGHT PLANT LEGEND SHRUBS/ BOTANICAL NAME/ SIZE SPACING QUANTITY REMARKS PERENNIALS COMMON NAME AUCOARBUTUS UNEDO 'COMPACTA' 18%24" 5' O.C. 45 DROUGHT TOLERA1ESir i' DWARF STRAWBERRY TREE 5 GAL. ONCE ESTABLISH BIC O BERBERIS THUNBERGII 'CRIMSON PYGMY' 12"/15" 30" O.C. 183 DROUGHT TOLERANT CRIMSON PYGMY BARBERRY 2 GAL. ONCE ESTABLISHED EACO EUONYMOUS ALATA 'COMPACTA' 18"/24" 4' O.C. 63 DROUGHT TOLERANT BURNING BUSH 5 GAL. ONCE ESTABLISHED FJ FATSIA JAPONICA 18%24" AS SHOWN 8 REGULAR WATER JAPANESE ARALIA 5 GAL. REQUIRED LA e LEUCOTHOE AXILLARIS 15%18" 4' O.C. Ili REGULAR WATER COAST LECOTHOE 5 GAL. REQUIRED PAH PE STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT CHARLES S. ROSENFELD CERTIFICATE NO. 494 REVISIONS: Q NA 2Q NA 0 NA ® NA 0 NA © NA NA a) L Cr C 0 0 C U) i Co O ; = tCj ■ �■ � L U �� LL ® NNISETUM ALOPECUROIDES HAMELN 2 GAL. AS SHOWN 109 DROUGHT TOLERANT HAMELN FOUNTAIN GRASS ONCE ESTABLISHED PTS PHORMIUM TENAX 'SUNDOWNER' S GAL. AS SHOWN 267 DROUGHT TOLERANT DRAWN: CHECKED: SUNDOWNER NEW ZEALAND FLAX ONCE ESTABLISHED RWB CSR PT* PHORMIUM TENAX 'RUBRA' 5GAL. AS SHOWN 122 DROUGHT TOLERANT RED NEW ZEALAND FLAX ONCE ESTABLISHED SCALE: DATE: PTR PARTHENOCISSUS TRICUSPIDATA 1 GAL. 8' O.C. 31 DROUGHT TOLERANT 1" = 20'-O" FEB 27, 2012 BOSTON IVY ONCE ESTABLISHED JOB t. PJMO PIERIS JAPONICA 'MT FIRE' 18"/24" 4' O.C. 28 MODERATE WATER MT FIRE PIERIS 5GAL. REQUIRED ---- ----- --- ---- ---- PLO® PRUNUS LAUROCERASUS 'OTTO LUYKEN' 18%24 4' O.C. 270 MODERATE WATER SHEET NAME: OTTO LUYKEN LAUREL 5 GAL. REQUIRED RIB ® RHAPHIOLEPIS INDICA 'BALLERINA' 15%18" 3' O.C. 262 DROUGHT TOLERANT BALLERINA INDIA HAWTHORNE 5 GAL. ONCE ESTABLISHED DESIGN R88 s RHODODENDRON 'BADEN BADEN' 15 %18" 3' 0. C. 198 REGULAR WATER REVIEW BADEN BADEN RHODODENDRON 5 GAL. REQUIRED RCD ® ROSA 'CAREFREE DELIGHT' 12"/15" 3' O.C. 127 DROUGHT TOLERANT PLANTING CAREFREE DELIGHT ROSE 2 GAL. ONCE ESTABLISHED TO C ARBORVITAE ONCEESTABLISHED THUJA ISMARGO' 5'-6' 30" O.C. 20 DROUGHT TOLERANT EMERALD RBORVPLAN VD O VIBURNUM DAVIDII 15%18" 3' O.C. 190 DROUGHT TOLERANT DAVID VIBURNUM 2 GAL. ONCE ESTABLISHED SHEET PLAN 0 10' 20' 40' 80' NORTH Scale: 1 "-20%0" SHEET 4 OF 8 ME U J U 0 0 J W U- m w 0 vi Cn J z U U- 0 z 0 _N ui W 0- Z 0 CD U 0 ry a_ w n, Of 0 0 Li a 0 U w m a c� z a 0 Cn FE U- 0 w Cl- 0 z J J V) k a V 0 Cn ui z w 0 Of vi Cn W J a r N z c� Of a 0 U. TYPE III LANDSCAPING LAWN fi 0 100' 200' 400' 800' SITE MAP Scale: 1 "-200'-0" PLANT LEGEND PLANT LEGEND TREES BOTANICAL NAME/ SIZE SPACING QUANTITY REMARKS SHRUBS/ BOTANICAL NAME/ SIZE SPACING QUANTITY REMARKS COMMON NAME PERENNIALS COMMON NAME PICEA PUNGENS P.H. MONTGOMERY' 6%7' AS SHOWN 13 AUCO ARBUTUS UNEDO 'COMPACTA' 18"/24 5' O.C. 42 DROUGHT TOLERANT PPR R.H. MONTGOMER"SPRUCE DWARF STRAWBERRY TREE 5 GAL. ;iVCE ESTABLISHED BTC BERBERIS THUNBERGII 'CRIMSON PYGMY' 12"/15" 30" O.C. 143 DROUGHT TOLERANT ARA ACER RUBRUM 'AI?MSTRONG' 2" CAL. AS SHOWN 40 6' BRANCHING O CRIMSON PYGMY BARBERRY 2 GAL. ONCE ESTABLISHED ARMSTRONG MAPLE HEIGHT EACO EUONYMOUS ALATA 'COMPACTA' 18'124" 4' O.C. 48 DROUGHT TOLERANT BURNING BUSH 5 GAL. ONCE ESTABLISHED CORNUS KOUSA 7/8' AS SHOWN KOUSA DOGWOOD 35 MULTI -TRUNK FATSIA JAPONICA FJ JAPANESE ARALIA 18' AS SHOWN /(D24" 5 GAL. 8 REGULAR WATER REQUIRED LA e LEUCOTHOE AXILLARIS 15'118" 4' O.C. 33 REGULAR WATER COAST LECOTHOE 5 GAL. REQUIRED GS MAGNOLIA GRANDIFLORA 'LITTLE GEM' 8'/9' AS SHOWN LITTLE GEM MAGNOLIA 8 (ESPALIER) PAH PENNISETUM ALOPECUROIDES 'HAMELN' 2 GAL. AS SHOWN 67 DROUGHT TOLERANT 5' BRANCHING HAMELN FOUNTAIN GRASS ONCE ESTABLISHED HEIGHT PIS PHORMIUM TENAX 'SUNDOWNER' 5 GAL. AS SHOWN 260 DROUGHT TOLERANT GTS IGLEDITSIA TRIACANTHOS 'SHADEMASTER' 2" CAL. AS SHOWN 29 6' BRANCHING SUNDOWNER NEW ZEALAND FLAX ONCE ESTABLISHED SHADEMASTER HONEYLOCUST HEIGHT PT PHORMIUM TENAX 'RUBRA' 5GAL. AS SHOWN 110 DROUGHT TOLERANT RED NEW ZEALAND FLAX ONCE ESTABLISHED PCK. PRUNUS CERASIFERA 'KRAUTER VESUVIUS' 2" CAL. AS SHOWN 40 6' BRANCHING PTR PARTHENOCISSUS TRICUSPIDATA 4 1 GAL. 8' O.C. 31 DROUGHT TOLERANT KRAUTER VESUVIUS FLOWERING PLUM HEIGHT BOSTON IVY ONCE ESTABLISHED PJMO PIERIS JAPONICA MT. FIRE' 18'124" 4' O.C. 35 ".MODERATE WATER S+ PRUNUS SARGENTII 'COLUMNARIS' 2" CAL. AS SHOWN 30 5' BRANCHING MT. FIRE PIERIS 5 GAL. REQUIRED COLUMNAR SARGEIIT CHERRY HEIGHT PLO® PRUNUS LAUROCERASUS 'OTTO LUYKEN' 18'124" 4' O.C. 284 MODERATE WATER OTTO LUYKEN LAUREL 5 GAL. REQUIRED PCC PYRUS CALLERYANA 'CAPITAL' 2" CAL. AS SHOWN 43 5' BRANCHING RIB ® RHAPHIOLEPIS INDICA 'BALLERINA' 15"/18" 3' O.C. 314 DROUGHT TOLERANT CAPITAL PEAR HEIGHT BALLERINA INDIA HAWTHORNE 5 GAL. ONCE ESTABLISHED RBB O RHODODENDRON 'BADEN BADEN' 15"/18" 3' O.C. 198 REGULAR WATER BADEN BADEN RHODODENDRON 5 GAL. 'EQUIRED RCD ® ROSA 'CAREFREE DELIGHT' 12"/15" 3' O.C. 110 DROUGHT TOLERANT CAREFREE DELIGHT ROSE 2 GAL. ONCE ESTABLISHED TO THUJA OCCIDENTALIS 'SMARGD' 5'-6' 30" O.C. 39 uROUGHT TOLERANT EMERALD ARBORVITAE ONCE ESTABLISHED VD O VIBURNUM DAV1D11 15"/18 3' O.C. 225 DROUGHT TOLERANT DAVIO VIBURNUM 2 GAL. ONCE ESTABLISHED PLANT LEGEND GROUNDCOVER/ BOTANICAL NAME/ SIZE SPACING QUANTITY REMARKS PERENNIALS COMMON NAME ARB AJUGA REPANS 'BRAUNHERZ' 4" POT 12" O.C. REGULAR VIA TER BRAUNHERZ CARPET BUGLE REQUIRED HSD o HEMEROCALLIS 'STELLA O'ORO' 1 GAL. AS SHOWN 412 MODEN,,iTE WATER 00 STELLA D'ORO DAYLILY REQUIRED HC HYPERICUM CALYCINUM I GAL. 15" O.C. DROUC'IT TOLERANT ST. JOHN'SWORT ONCE ESTABLISHED LBB LIRIOPE MUSCARI 'BIG BLUE' 1 GAL. 18" O.C. 95 REGULAR WATER BIG BLUE LILYTURF REQUIRED HM HEUCHERA 'PALACE PURPLE' 4" POT 18" O.C. REGULI�R WATER PALACE PURPLE ALUM ROOT REQUIRED TCP TEUCRIUM CHAMAEDRYS 'PROSTRATUM' 1 GAL. 18" O.C. DROUGJT TOLERANT PROSTRATE GERMANDER ONCE ESTABLISHED CE COMPANION 707. 'ELKA' PERINNIAL RYE 6LBS PER 1000 SQ. FEET 30% 'ENSYLVA' RED FESCUE WF WALDSTENIA FRAGARIOIDES 4" POT 18" O.C. DROUGHT TOLERANT •+++++ + BAREN STRAWBERRY ONCE F-STABLISHED Ti ® TRACHELOSPERMUM JASMINOIDES 5 GAL. AS SHOWN 13 STAR JASMINE ® BOULDERS REUSED FROM EXISTING LANDSCAPE PLANTERS TO BE PLACED BY LANDSCAPE ARCHITECT (BURY MINIMUM 113) EXISTING LANDSCAPING TO BE RETAINED NO TES: 1. DROUGHT TOLERANT LANDSCAPING. ALL EXISTING NON -LAWN PLANTING TO REMAIN IS WELL -ESTABLISHED AND 1S DROUGHT TOLERANT. NEW PLANTING AREAS CONTAIN MANY DROUGHT TOLERANT TO LOW WATER REQUIREMENT PLANTINGS. LANDSCAPE PLANTING AREAS SHALL CONSIST OF AT LEAST 25% DROUGHT TOLERANT SPECIES PER FWCC 22-1564. 2. EXISTING SOILS SHALL BE AMMENDED WITH AN ORGANIC SUPPLEMENT PER FWCC 22-1564. 3. LANDSCAPE AREAS SHALL BE COVERED WITH 2" MIN. DEPTH MULCH PER FWCC 22-1564. 4. PLANTING AREAS SHALL BE WATERED BY AN AUTOMATIC UNDERGROUND IRRIGATION SYSTEM IMPLEMENTING WATER CONSERVATION TECHNOLOGY. 5. CONTRACTOR TO PROVIDE GROUNDCOVER QUANTITIES BASED ON SPECIFIED SPACING ON CENTER WITH TYPICAL TRIANGULAR SPACING METHOD. 0 10' 20' 40' 80' PLAN NORTH Scale: 1 "-20'-0" STATE OF WASHINGTON REGISTERED LANDSCAPE-` CHARLES S: RO ENFELD CERTIFII Q� �1NO. 494 QQ 04/25/2012 2Q NA 30 NA ® NA 0 NA © NA 0 NA (D L Cr C O 0 � U)U) i c 3 : O Cu CU [2 U Cu LL DRAWN CHECKED, RWB CSR SCALE- DATE: 1" = 20'-0" 02/27/2012 U191:1 P SHEET NAME; ENTITLEMENT PERMIT PLANTING PLAN SHEET t p 5 SHEET 5 OF 8 101 RIB, TYP. U J ul Lij U (D U) V) Q o — U- LAWN z W Cn �J o0 c z 0 N LL� a 7 z 0 o ti 0 LAWN C AREA TO REMAIN, TYP. _ — _ ------ - — .. — .. PACIFIC HIGHWAY SOUTH co JICAL NAME/ SIZE SPACING ON NAME PUNGENS 'R.H. MONTGOMERY' ;'/7' AS SHOWN 4ONTGOMERY SPRUCE RUBRUM 'ARMSTRONG' 2" CAL, AS SHOWN TRONG MAPLE JS KOUSA 7'/8' AS SHOWN 4 DOGWOOD IA GRANDIFLORA 'LI 'FTLE GEM' 8%9' AS SHOWN GEM MAGNOLIA GLEDliTSIA TRIACANTHOS 'ShAOEMASTER' 2" CAL, AS SHOWN SHADI MASTER HONEYLOCUST PRUNUS CERASIFERA 'KRAUTER VESUVIUS' 2" CAL. AS SHOWN KRAU,TER VESUVIUS FLOWERING PLUM i PRUNUS SARGENTII 'COLUMNARIS' 2" CAL AS SHOWN COLUMNAR SARGENT CHERRY PYRUS CALLERYANA 'CAPITAL' 2" CAL. AS SHOWN CAPITAL PEAR 10' 20' 80' Scale: 1 "-20'4' I-- W Lu H co 2 H et N M H Co 0 100' 200' �� 'r� SITE MAP PLANT LEGEND r 800' Scale: 1 "-200'-0" SHRUBS/ BOTANICAL NAME/ SIZE SPACING QUANTITY REMARKS AH• TYP• PERENNIALS COMMON NAME AUC( ARBUTUS UNEDO 'COMPACTA' 18"/24" 5' O.C. 42 DROUGHT TOLERANT DWARF STRAWBERRY TREE 5 GAL. ONCE ESTABLISHED BTC BERBERIS THUNBERGII 'CRIMSON PYGMY' 12"/15" 30" O.C. 143 DROUGHT TOLERANT TC. TIfP. CRIMSON PYGMY BARBERRY 2 GAL. ONCE ESTABLISHED EACO EUONYMOUS ALATA 'COMPACTA' 18%24" 4' O.C. 48 DROUGHT TOLERANT BURNING BUSH 5 GAL. ONCE ESTABLISHED FATSIA JAPONICA 18%24" AS SHOWN 8 REGULAR WATER FJ ® JAPANESE ARALIA 5 GAL. REQUIRED Ju LEUCOTHOE AXILLARIS 15"/18" 4' O.C. 33 REGULAR WATER I LA e COAST LECOTHOE 5 GAL. REQUIRED y PAH ® PENNISETUM ALOPECUROIDES 'HAMELN' 2 GAL. AS SHOWN 67 DROUGHT TOLERANT j. HAMELN FOUNTAIN GRASS ONCE ESTABLISHED PTS PHORMIUM TENAX 'SUNDOWNER' 5 GAL. AS SHOWN 260 DROUGHT TOLERANT SUNDOWNER NEW ZEALAND FLAX ONCE ESTABLISHED +� PT* PHORMIUM TENAX 'RUBRA' 5GAL. AS SHOWN 110 DROUGHT TOLERANT I RED NEW ZEALAND FLAX ONCE ESTABLISHED PTR 4 PARTHENOCISSUS TRICUSPIDATA 1 GAL. 8' O.C. 31 DROUGHT TOLERANT BOSTON IVY ONCE ESTABLISHED 'MT. I PJMO PIERIS JAPONICA FIRE' 18'124" 4' O.C. 35 MODERATE WATER ,V MT. FIRE PIERIS 5 GAL. REQUIRED PLO® PRUNUS LAUROCERASUS 'OTTO LUYKEN' 18"/24" 4' O.C. 284 MODERATE WATER OTTO LUYKEN LAUREL 5 GAL. REQUIRED = RIB ® RHAPHIOLEPIS INDICA 'BALLERINA' 15"/18" 3' O.C. 314 DROUGHT TOLERANT BALLERINA INDIA HAWTHORNE 5 GAL. ONCE ESTABLISHED RBB O RHODODENDRON 'BADEN BADEN' 15"/18" 3' O.C. 198 REGULAR WATER BADEN BADEN RHODODENDRON 5 GAL. REQUIRED RCD ® ROSA 'CAREFREE DELIGHT' 12"/15" 3' O.C. 110 DROUGHT TOLERANT CAREFREE DELIGHT ROSE 2 GAL. ONCE ESTABLISHED TO THUJA OCCIOENTALIS 'SMARGO' 5'-6' 30" O.C. 39 DROUGHT TOLERANT EMERALD ARBORVITAE ONCE ESTABLISHED V9 VIBURNUM DAVIDII 15"/18 3' O.C. 225 DROUGHT TOLERANT I DAV1D VIBURNUM 2 GAL, ONCE ESTABLISHED PLANT LEGEND QUANTITY REMARKS GROUNDCOVEP,/ BOTANICAL NAME/ SIZE SPACING QUANTITY `7EUARKS PERENNIALS COMMON NAME 13 ARB AJUGA REPANS 'BRAUNHERZ' 4" POT 12" O.C. FEGULAR WATER BRAUNHERZ CARPET BUGLE REQUIRED HSD o HEMEROCALLIS 'STELLA D'ORO' 1 GAL. AS SHOWN 412 MODERATE WATER 40 6' BRANCHING o° STELLA D'ORO DAYLILY REQUIRED HEIGHT HC HYPERICUM CALYCINUM 1 GAL. 15 O.C. DROUGHT TOLERANT ST. JOHN'SWORT ONCE ESTABLISHED 35 MULTI - TRUNK LBB LIRIOPE MUSCARI 'BIG BLUE' 1 GAL. 18 O.C. 95 REGULAR WATER BIG BLUE LILYTURF REQUIRED HM HEUCHERA 'PALACE PURPLE' 4" POT 18 O.C. REGULAR WATER PALACE PURPLE ALUM ROOT REQUIRED 8 (ESPALIER) TCP TEUCRIUM CHAMAEDRYS 'PROSTRATUM' 1 GAL. 18" O.C. CROUGHT TOLERANT 5' BRANCHING PROSTRATE GERMANDER ONCE ESTABLISHED HEIGHT CE COMPANION 70% 'ELKA' PERINNIAL RYE 6LBS PER 1000 SQ. FEET 29 6' BRANCHING 30% 'ENSYLVA' RED FESCUE HEIGHT WF �,•,WALDSTENIA FRAGARIOIDES 4" POT 18" O.C. DROUGHT TOLERANT :'.' BADEN STRAWBERRY Li ONCE ESTABLISHED 40 6' BRANCHING TRACHELOSPERMUM JASMINOIOES 5 GAL. AS SHOWN 13 TJ ® HEI GH T STAR JASMINE Iva BOULDERS REUSED FROM EXISTING LANDSCAPE PLANTERS TO BE PLACED BY LANDSCAPE ARCHITECT (BURY MINIMUM 1/3) 30 5' BRANCHINGIs HEIGHT EXISTING LANDSCAPING TO BE RETAINED NOTES: 43 5' BRANCHING 1. DROUGHT TOLERANT LANDSCAPING. ALL EXISTING NON -LAWN PLANTING TO REMAIN IS WELL -ESTABLISHED AND IS HEIGHT DROUGHT TOLERANT. NEW PLANTING AREAS CONTAIN MANY DROUGHT TOLERANT TO LOW WATER REQUIREMENT PLANTINGS. LANDSCAPE PLANTING AREAS SHALL CONSIST OF AT LEAST 25% DROUGHT TOLERANT SPECIES PER FWCC 22-1564. 2. EXISTING SOILS SHALL BE AMMENOED WITH AN ORGANIC SUPPLEMENT PER FWCC 22-1564, 3. LANDSCAPE AREAS SHALL BE COVERED WITH 2" MIN. DEPTH MULCH PER FWCC 22-1564. 4. PLANTING AREAS SHALL BE WATERED BY AN AUTOMATIC UNDERGROUND IRRIGATION SYSTEM IMPLEMENTING WATER CONSERVATION TECHNOLOGY. 5. CONTRACTOR TO PROVIDE GROUNDCOVER QUANTITIES BASED ON SPECIFIED SPACING ON CENTER WITH TYPICAL M e ni TRIANGULAR SPACING METHOD. STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT CH`ARLE5'KS: =R SENFELD CERTIFICATE0. 494 REVISIONS. Di 04/25/2012 0 NA NA ® NA 0 NA © NA Qi NA (D L M Cr=1 _r 0 O � U) -C= Cu Cu O�� cu ■� _ M L_ L U Cu �- N U- DRAWN: CHECKED: JAC CSR SCALE DATE- 1" = 20'-0" 02/27/2012 JOB SHEET NAME - ENTITLEMENT PERMIT PLANTING PLAN SHEET #: P 6 SHEET 6 OF 8 1 S -v. C� SPECIFIED TREE 2" BARK MULCH FINISH GRADE N Ill- - :....: � =1. V� T ff.. U T L� �#M= il:q ROOTBALL DIA. +24„ TYPICAL CONIFER PLANTING DETAIL N.T.S. U J Cn Lu O Cn Cn a 0 w z u., O of V J Q U L O z O V V) r w z — w O 0 w U 0 O n, w Of Of O W O U W CD z Q O V O O CL O z J J a U O —1 W z w N O w _J Q U O 0 N F- 2 CD O' C c� PREVAILING WIND 0. STAKING PLAN NEW 1 /2" DIA. 2 PLY GREEN RUBBER GARDEN HOSE #10 GA. GALB. WIRE - DOUBLE STRAND AND TURNBUCKLE (3) EQUAL SPACED AROUND TREE SET CROWN OF ROOTBALL 1" ABOVE FINISH GRADE REMOVE BURLAP FROM TOP 1 /3 OF ROOTBALL 2" x 4" REDWOOD STAKE 24" LONG SCARIFY SIDES AND BOTTOM BACKFILL SOIL MIXTURE COMPACTED BACKFILL SOIL MIXTURE ALL GROUND COVER SHALL BE PLANTED AT EQUAL TRIANGULAR SPACING PER ON CENTER SPACING AS SPECIFIED ON PLATING PLAN TYPICAL GROUNDCOVER PLANTING DETAIL N.T.S. 18" FOR LATERAL PIPING, 24" FOR MAINLINE PIPING o . o • : v CONCRETE SIDEWALK BACKFILL: 2" SAND OVER PIPING. COVER j REMAINDER W/ CLEAN SOIL W/ NO ROCK I- OVER 1" DIA. WATER SETTLE I) I I THEN COMPLETE BACKFILL 1 1 III- 18" FOR LATERAL PIPING, 24" FOR MAINLINE PIPING SECTION — TYPICAL IRRIGATION SLEEVES _I 2" BARK MULCH FINISH GRADE � I 11=_III-1 I I-1 I I-1 I I T I I ROOTBALL DIA. + 12" TYPICAL SHRUB PLANTING DETAIL N.T.S. C4" SPECIFIED TREE 2" BARK MULCH FINISH GRADE TREE PLANTING DETAIL N.T.S. FINISH GRADE RAINBIRD 10" ROUND BOX WITH GREEN LID SET FLUSH WITH GRADE BRASS BALL VALVE (LINE SIZE) 'X' HANDLE TRACING WIRE 12" DEEP OF DRAIN ROCK MAINLINE P.T. 2X6 BASE BOARD NOTE: ISOLATION VALVE TO BE INSTALLED UPSTREAM OF EACH NEW IRRIGATION CONTROL VALVE. ISOLATION VALVE TYPICAL IRRIGATION VALVES N.T.S. SET CROWN OF ROOTBALL 1" ABOVE FINISH GRADE REMOVE BURLAP FROM TOP 113 OF ROOTBALL SCARIFY SIDES AND BOTTOM BACKFILL SOIL MIXTURE COMPACTED BACKFILL SOIL MIXTURE PREVAILING WIND STAKING PLAN (2) 2"x2"x8' DOUGLAS FIR STAKES, ATTACH TO TREE WITH TWO STRANDS TWISTED #12 NEW GALV. WIRE & NEW 5/8" RUBBER HOSE SET CROWN OF ROOTBALL 1" ABOVE FINISH GRADE REMOVE BURLAP FROM TOP 113 OF ROOTBALL CUT ALL STRINGS BARK MULCH CIRCLE SHALL EXTEND 6" BEYOND TREE STAKES IN TURF AREAS SCARIFY SIDES AND BOTTOM BACKFILL SOIL MIXTURE COMPACTED BACKFILL SOIL MIXTURE STAKES SHALL EXTEND A MINIMUM OF THREE FEET INTO UNDISTURBED SOIL 6" POPUP SPRINKLER STATE OF WASHINGTON REGISTERED IRRIGATION CONTROLLER NOTE: LANDSCAPE ARCHITECT UPGRADE CAPACITY OF EXISTING IRRIGATION CONTROLLER TO ACCOMMODATE EXPANDED IRRIGATION SYSTEM. IF UPGRADE IS PROBLEMATIC, PROVIDE NEW CONTROLLER WITH CAPACITY TO MEET EXPANDED LANDSCAPE CHARLES S. ROSENFELD AREA IRRIGATION NEEDS. OWNER'S OBJECTIVE IS TO MAINTAIN A SINGULAR IRRIGATION CONTROLLER LOCATION CERTIFICATE NO. 494 FOR MAINTENANCE AND MONITORING PRACTICALITY. REVISIONS- NA IRRIGATION CONTROLLER NA NA N.T.S. ® NA NA © NA A NA J4 Z LANDSCAPE BOULDERS TO BE BURIED AT MIN 1 /4 DEPTH TYPICAL PLANTER (Hide bottom edge completely) SOIL DEPTHS: LAWN 12" SHRUB 24" TREE 30" � . i is �R•i �. ._, �. - MII III=1, t• li= ••1=III �'•• I —III �� I=III IIII 111=1 I I 1=1 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII�►IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII� IIIIIIIII 12": PERPENDULAR TO PARKING 4": PARALLEL TO PARKING; CURB/WHEEL STOP: PER CIVIL FINISHED GRADE POP—UP SPRINKLER MAKE CONNECTIONS ONLY TO BOTTOM PORT MARLEX STREET ELBOW SWING PIPE: POLY —PIPE 3 FT. MAX. LENGTH MARLEX STREET ELBOW TRACING WIRE SCHED. 80 PVC TEE LATERAL PIPE COMMON & CONTROL WIRING N.T.S. CONTROL VALVE LINE SIZE BALL VALVE MAINLINE 4" OR 6" DIA. SCHED. COMPACTED RAINBIRD TURF BOX 40 SLEEVE WITH CAP. SUBGRADE FINISH GRADE LENGTH AS REQ. NOTCH�.!. =� COMMON AND CONTROL WIRE TO BE 6" CLEAR ABOVE o I II( III III 111.= TRACING WIRE FOR MAINLINE AND 1" CLEAR ON BOTH =I...I.i. III III.1H III TRACING WIRE FOR LATERAL SIDES (MIN.). ILL III II' -� MANUAL DRAIN VALVE -1I( III Ii ��— ... I WITH NON —RISING STEM �i� i i ,�, III SCHED. 40 NIPPLE AND °°° vvvvvvv LATERAL PIPE ELBOW vvvvvv v0000 v 'I III 2X6 P.T. BASE BOARDS °vvv°v° = vvvvvv _II— ov vv (ALL AROUND) 'vvv vv °°°° I vv v 2x10 P.T. BASE BOARD PVC SCHED. 40 NIPPLE 10" LONG MIN. 5 CUBIC FOOT CAPACITY SOIL FABRIC WRAPPED DRAIN ROCK SUMP CONTROL VALVE a) L tCS Cr 0 � O Cn V) = A Cn Cucu O Ca U L U u_ M0 LL DRAWN: CHECKED: RWB CSR SCALE- DATE: NTS FEB 27, 2012 JOB t SHEET NAME: DETAIL AND SPECIFICATION PLAN SHEET SHEET 8 OF 8 0