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HomeMy WebLinkAboutzR-3836SetPORTION OF= SE 1/4, E3W l/4, SEC_ 28, ON7 R-5 , LEGAL DESCRIPTION: LOT 11, BLOCK 1, BENSON HEIGHTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 48 OF PLATS, PAGE 98, IN KING COUNTY, WASHINGTON; EXCEPT THE NORTH 892 FEET THEREOF; AND EXCEPT THE PORTION CONVEYED TO KING COUNTY FOR PETROVISKY ROAD BY DEED RECORDED UNDER RECORDING NUMBER 8509051041; (ALSO KNOWN AS LOT A OF KING COUNTY LOT LINE ADJUSTMENT NUMBER 180037, RECORDED UNDER REC� ORDING NUMBER 9002051035). i r NOTE: TOPOGRAPHICAL INFORMATION FOR THIS EXISTING CONDITIONS MAP PROVIDED BY GEODETIC SURVEYING SERVICES LLC 1 I I� GRAPHC SCALE I 20 0 10 20 40 k� r------- APARTMENTS I �, «' ; MAIL Box�► I ;:.. N FEET g ;. < t= . 4i 1 inch = 2 O f t . , -_ __.�_ OWER V\VAU L _ 5 SFOR ER i A t M N _ APARTMENTS -- -, xxX 1it MERIDIAN WASHINGTON STATE PLANE, NORTH ZONE, NAD 83/91, PER K.C.S.C. BASIS OF BEARINGS WEST LINE SE 1/4, SEC. 28, T -23N, R -5E, W.M. BEARING N01004'15"E SITE INFORMATION: OWNER, V Y PROPERTIES L L C DEVELOPER 1501D2MIR SE D 503 DA PLACE COVI N GTON, WA 98042 206-351-9289 ENGINEER: ANSTEY ENGINEERING 8627 NE 180TH ST. BOTHEL, WA 98011 206-303-7639 SURVEYOR: GEODETIC SURVEYING SERVICES P.O. BOX 3488 RENTON, WA 98056 425-299-1739 PARCEL No.: 073900-0055 PARCEL Address.: 12228 SE Petrovitsky Rd., Renton, 98058 ACREAGE: 19,889 SF±, 0.45 ACRS± PROPOSED USE MULTI FAMILY (8 UNIT APPARTMENT) SANITARY SEWER SOOS CREEK SEWER&WATER DISTRICT WATER SOOS CREEK SEWER&WATER DISTRICT SCHOOL DISTRICT REN TON No. 403 ZONING MULTI FAMILY (RM—F) DENSITY 10-20 DU/AC TELEPHONE QWEST COMMUNICATIONS r DEVELOPMENT STANDARDS RMC 4-2-110F (RM—F STANDARDS—.� -�. t .4 POWER 5 ' S 14 PUGET SOUND ENERGY FIRE DISTRICT T K.G. FIRE DISTRICT No. 26 ATUR NAL GAS N PUGET SOU ��':,,:::::: D ENERGY CABLE TV COMCAST CAST >> ALLOWABLE LOT COVERAGE BUILDING N 35% IMPERVIOUS 10 US SURF V ACE MAX 7 nATI ILA REVISIONS N0. 1 DATE C.O.R. BENCHMARK No.1969 ELEV. = 398.251 NAIL IN TOP OF METAL PIPE IN CASE AT X—ING SE 176TH ST AND BONNEVILLE POWER LINE KC BENCHMARK REFPT 3876 ELEV. = 397.689 ALUMINUM DISK SET FLUSH WITH CONC WALK AT SOUTH SIDE OF PETROVITSKY RD. N. OF HOUSE N o. 12325 %w�IIIIIIMI 30' INGRESS, E EASEMENT E( AND REC. No. WATER EASEMENT F INGRESS, EGRES� REC. No. 2 _ 1 Off' 14" / / X /""*\ \ \ IrX394 \ 26" 26" 3 SHEET INDEX SHEET STORM DRAIN MANHOLE C1 OF 5 C2OF5 EX. CULVERT C3 OD 5 ■ SHEET T'TE E TITLE EXISTING CONDITIONS, DEMO PLAN ROAD & GRADING PLAN DRAINAGE PLAN 8627 NE I 80th sc. S �JN�I�G'� Tkr��WN'jl�"IES EXISTING ae A N S T E Y BOTHELL, WA 98011 PHONE: (206) 303-7639 CLIENT: V Y PROPERTIES L L C C 0 N D D T 10 N S� ENGINEERING Fax: (4z5) 486-0267 "�I�DROFfAK 15012 5E 253RD PLACE DEM 0 PLAN EMAIL: bencnstey@uno.comjcoviNcroN, wn eso4z Petro Rd Q 4 BE V&W 8t a VICINITY MAP&M I r.:r.%r.Kln 0 SANITARY SEWER MANHOLE (❑ STORM DRAIN MANHOLE ® STORM DRAIN CATCH BASIN EX. CULVERT POWER TRANSFORMER ❑T CABLE TV RISER E-- UTILITY POLE ANCHOR -O- UTILITY POLE POWER POLE WITH DROP POWER POLE WITH DROP&TBOX POWER POLE WITH DROP&LIGHT —OHP— OVERHEAD POVER EXISTING SIGN ❑ TELEPHONE RISER MB MAIL BOX FIRE HYDRANT ® WATER METER �Q WATER VALVE WOOD FENCE (WDF) -x—x— CHAIN LINK FENCE (CLF) EX. ROCKERY NX - EX. PAVEMENT EX. GRAVEL EX. CONCRETE FIR TREE CEDAR TREE ALDER 383601 SHEET TITLE C4 OF 6 UTILITIES PLAN C5 OF 6 T.E.S.C. PLAN, NOTES AND DETAILS C6 OF 6 EASEMENTS PLAN ZTA'13 t 9 rC_1 3 U BY: W NOT TO SCALE treestrees PORTION OF= SE 7/4, �.. 8" MIN. THICKNESS OF 2"-4" QUARRY SPALLS 1" MINUS WASHED ROCK O] 6" PERF. PIPE I1] E3W 1/4, ":1 BATTER M AX. FILTER FABRIC------/ ' PAY LIMITS ' EXCAVATION ONLY NOTE: 7. PERF. PIPE WITH WASHED ROCK AS NEEDED FOR SUBSURFACE WATER. ROCK FACING, CUT SECTION NTS SEC. 28, T -23N, R -5E, W.M. BUILDING SLAB ELEVATION NOTE: STEP FOUNDATION AS NEEDED FOR GRADE. TOP OF SLAB AT EACH GARAGE SHALL FLUSH W/ PAVEMENT AND SLOPE UP INTO GARAGE 2". ti a I cnIKin ------------------------------------------------ .... - , - • E. - Common Name Scientific "' • - , - Mme Spacing (on center) Western 'S ._.•�iJ iu - -- • Y . `mot • =�I OI .�.� ���I `�01 `�s'+.' �Or -`'ter 4 r Spike• • r •inches WMIg� , wrl • ► ,►., �.� OI► OIC. ► �'I O�►� es, or 4Sawbeaksedge inches i ► iL"," 1,:�,397-8 Carex spp.UNIT 2B/ 6 inches io UNIT 2E Water parsley Oenanthe o Ar►. �/ �I. _.. I. r ,^ ,.:: . i � .. C . M* i'' � �h' w'�'I a �, �'�l . �►��4. � �A i� �� /►�lt4ri,i � I ����;w� �S:','.'- A- - 4 :: ,:. ,; �,► �r , A� ,��31�'''"� `,��' _.���i�.►/�t Wit• r .,, �`.�:' �,����'" �' A�:� `�;t •`+'�� ��� `� • G _ �i�A�L"���� �� �'�� ,. #► .. s :f!•.,r,L ,� .I►A�1i� Al...o e r > .�IA. _► �.►.r iw1 �' �irs► - - --------- Watercress !M r ?l a 11"7:;:.; 12 inches ;:., r .rte+ +•• • _y • ' a ' ` w r 6 II3i A:397. k. h I i • i �jj UNIT UNIT 1B UNIT 1C / • , �% ,UNIT 1A ■ ,I �, • • -�. s1 �___ �� �� ♦►� �OSIJ • - i ! •_�`�=ate�o..!�•-. - - -�'� - -ate - moi • �,.I �.��. �s'� ��OI �s�'I �'f� •% - s'EI �i'�•i ��►i_r'�. s skis... �i - - � • / u ». � �, .'� 1 • .fir. • . - - i• n x ai 2TTO L 'A M - _ :7 Ali 394. O ' - w_,.. = 1 $ CHECKED FOR COMPLIANCE TO CITY STANDARDS REVISIONSA N0. 1 DATE 7SA S9. -77T ss7 '4 1 7 r. ; L < 4 i /. , . . 1 <, ` t �. L L < l T t •! . 1 1 ,• Ar L . <....L... ��_.,_ ...., ��,.. _,�, �,. ................. J 1 ! L NOTE: CALL 1-800— FLOW CONTROL MH KIM=,Svu.1ti RIM=390.72 IE(SW)=384.61 IE(W)=381.27 36" IE(N,SE)=385.17 IE(NE)=384.47 OVERFLOW=386.38 18" 424-5555 BEFORE YOU DIG SHEET JFI TLE 8627 NE I 80th sc. SUNRIDGE TutWdelB�0N1�S ae A N S T E Y PHONE:B(206) 930317639 OAD & GRADING CLIENT: V Y PROPERTIES L L C ENGINEERING Fax: (425) 486-0267 "L'°"`4IR°"°FL""PLAN 15012 SE 253RD PLACE EMAIL: benanstey@j*uno.com COVINGTON, wa 98042 1 1� n n Q -o 0 C3 Cn M TU 111 z m Cn ' D PERMEABLE PAVEMENT NOTES: 1. ONE OF THE FOLLOWING TYPES OF PERMEABLE PAVEMENT MUST BE USED • POROUS CONCRETE • POROUS ASPHALTIC • PERMEABLE PAVERS • MODULAR GRID PAVEMENT • GRASSED MODULAR GRID PAVEMENT 2. PERMEABLE PAVEMENTS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS, EXCEPT WHEN SUCH SPECIFICATIONS ARE LESS STRINGENT THAN THOSE SET FORTH IN SECTIONS C.2.6.2 THROUGH C.2.6.6. OF APPENDIX C OF THE 2005 KING COUNTY SURFACE WATER DESIGN MANUAL, 3. PERMEABLE PAVEMENTS SHALL NOT BE PLACED ON SLOPES STEEPER THAT 10%. MAINTENANCE INSTRUCTIONS FOR NON—VEGETATED PERMEABLE PAVEMENT YOUR PROPERTY CONTAINS A STORMWATER MANAGEMENT FLOW CONTROL BMP (BEST MANAGEMENT PRACTICE) CALLED "PERMEABLE PAVEMENT," WHICH WAS INSTALLED TO MINIMIZE THE STORMWATER QUANTITY AND QUALITY IMPACTS OF SOME OR ALL OF THE PAVED SURFACES ON YOUR PROPERTY. PERMEABLE PAVEMENTS REDUCE THE AMOUNT OF RAINFALL THAT BECOMES RUNOFF BY ALLOWING WATER TO SEEP THROUGH THE PAVEMENT INTO A FREE—DRAINING GRAVEL OR SAND BED, WHERE IT CAN BE INFILTRATED INTO THE GROUND. THE TYPE OF PERMEABLE PAVEMENT USED ON YOUR PROPERTY MAY BE ONE OF THE FOLLOWING: POROUS CONCRETE, POROUS ASPHALTIC CONCRETE, PERMEABLE PAVERS OR MODULAR GRID PAVEMENT. THE AREA COVERED BY PERMEABLE PAVEMENT AS DEPICTED BY THE FLOW CONTROL BMP SITE PLAN AND DESIGN DETAILS MUST BE MAINTAINED AS PERMEABLE PAVEMENT AND MAY NOT BE CHANGED WITHOUT WRITTEN APPROVAL EITHER FROM THE KING COUNTY WATER AND LAND RESOURCES DIVISION OR THROUGH A FUTURE DEVELOPMENT PERMIT FROM KING COUNTY. PERMEABLE PAVEMENTS MUST BE INSPECTED AFTER ONE MAJOR STORM EACH YEAR TO MAKE SURE IT IS WORKING PROPERLY. PROLONGED PONDING OR STANDING WATER ON THE PAVEMENT SURFACE IS A SIGN THAT THE SYSTEM IS DEFECTIVE AND MAY NEED TO BE REPLACED. IF THIS OCCURS, CONTACT THE PAVEMENT INSTALLER OR THE KING COUNTY WATER AND LAND RESOURCES DIVISION FOR FURTHER INSTRUCTIONS. A TYPICAL PERMEABLE PAVEMENT SYSTEM HAS A LIFE EXPECTANCY OF APPROXIMATELY 25—YEARS. TO HELP EXTEND THE USEFUL LIFE OF THE SYSTEM, THE SURFACE OF THE PERMEABLE PAVEMENT SHOULD BE KEPT CLEAN AND FREE OF LEAVES, DEBRIS, AND SEDIMENT THROUGH REGULAR SWEEPING OR VACUUM SWEEPING. THE OWNER IS RESPONSIBLE FOR THE REPAIR OF ALL RUTS, DEFORMATION, AND/OR BROKEN PAVING UNITS. MAINTENANCE INSTRUCTIONS FOR VEGETATED PERME PAVEM EN T YOUR PROPERTY CONTAINS A STORMWATER MANAGEMENT FLOW CONTROL BMP (BEST MANAGEMENT PRACTICE) CALLED "GRASSED MODULAR GRID PAVEMENT," WHICH WAS INSTALLED TO MINIMIZE THE STORMWATER QUANTITY AND QUALITY IMPACTS OF SOME OR ALL OF THE PAVED SURFACES ON YOUR PROPERTY. GRASS MODULAR GRID PAVEMENT HAS THE RUNOFF CHARACTERISTICS OF A LAWN WHILE PROVIDING THE WEIGHT—BEARING CAPACITY OF CONCRETE PAVEMENT. THE GRASSED SURFACE NOT ONLY MINIMIZES RUNOFF QUANTITY, IT HELPS TO FILTER POLLUTANTS GENERATED BY VEHICULAR USE OF THE SURFACE. THE COMPOSITION AND AREA OF GRASSED MODULAR GRID PAVEMENT AS DEPICTED BY THE FLOW CONTROL BMP SITE PLAN AND DESIGN DETAILS MUST BE MAINTAINED AND MAY NOT BE CHANGED WITHOUT WRITTEN APPROVAL EITHER FROM THE KING COUNTY WATER AND LAND RESOURCES DIVISION OR THROUGH A FUTURE DEVELOPMENT PERMIT FROM KING COUNTY. GRASSED MODULAR GRID PAVEMENT MUST BE INSPECTED AFTER ONE MAJOR STORM EACH YEAR TO MAKE SURE IT IS WORKING PROPERLY. PROLONGED PONDING OR STANDING WATER ON THE PAVEMENT SURFACE IS A SIGN THAT THE SYSTEM IS DEFECTIVE AND MAY NEED TO BE REPLACED. IF THIS OCCURS, CONTACT THE PAVEMENT INSTALLER OR THE KING COUNTY WATER AND LAND RESOURCES DIVISION FOR FURTHER INSTRUCTIONS, THE GRASSED SURFACE OF THE PAVEMENT MUST BE REGULARLY MOWED AND MAINTAINED IN A GOOD CONDITION. BARE SPOTS MUST BE REPLANTED IN THE SPRING OR FALL. CHECKED FOR COMPLIANCE TO CITY STANDARDS RE I IONS N0. DATE C>F3'FlC>N <::>F--- S 1/4 E3W 11/4 EC:�_ 28.) T -23N7 Fl -,5, W.M. KING COUNTY DESIGN MANUAL - C.2.6.2 POROUS CONCRETE POROUS CONCRETE CONSISTS OF A MIX OF AGGREGATE, CEMENT PASTE, WATER AND ADMIXTURES, BUT CONTAINS LESS FINE AGGREGATE THAN CONVENTIONAL CONCRETE. VOIDS IN THE HARDENED CONCRETE ALLOW WATER TO DRAIN THROUGH THE SURFACE INTO THE SUBGRADE. USES: SIDEWALKS, PATIOS, PARKING AREAS, AND DRIVEWAYS. DESIGN SPECIFICATIONS 1. A MINIMUM OF 6 INCHES OF FREE -DRAINING SAND OR GRAVEL BASE IS REQUIRED UNDER THE POROUS CONCRETE SURFACE. C.2.6 PERMEABLE PAVEMENT 2009 SURFACE WATER DESIGN MANUAL -APPENDIX C 1/9/2009 C-65 2. THE FREE -DRAINING BASE SHALL HAVE LESS THAN 5 % FINES (MATERIAL PASSING THE #200 SIEVE) BASED ON THE FRACTION PASSING THE #4 SIEVE. 3. THE 'POROUS CONCRETE PAVEMENT SHALL BE PERMEABLE ENOUGH TO ABSORB WATER AT A MINIMUM RATE OF 10 INCHES PER HOUR IMMEDIATELY AFTER THE PAVEMENT SURFACE HAS BEEN WETTED CONTINUOUSLY FOR AT LEAST 10 MINUTES. COMPLIANCE WITH THIS MINIMUM RATE SHALL BE CHECKED PRIOR TO CONSTRUCTION APPROVAL OF THE PAVEMENT. COMPLIANCE MAY BE CHECKED USING A SIMPLE BUCKET TEST IN WHICH 5 GALLONS OF WAT'--R ARE POURED ONTO THE PAVEMENT SURFACE ALL AT ONCE FROM A 5 -GALLON BUCKET. IF NOTHING BUT A SCANT AMOUNT OF WATER PUDDLES OR RUNS OFF THE SURFACE, THEN THE PAVEMENT IS CONSIDERED TO MEET THE MINIMUM RATE OF ABSORPTION. IF THIS TEST IS NOT CONCLUSIVE, THEN A 6 -INCH RING SEALED AT THE BASE TO THE PAVEMENT SURFACE SHALL BE USED TO MEASURE THE ACTUAL RATE OF ABSORPTION. 4. POROUS CONCRETE SIDEWALKS PLACED IN COUNTY ROAD RIGHT-OF-WAY (NOTE THAT A ROAD VARIANCE IS REQUIRED FOR SUCH PLACEMENT) OR ON PRIVATE PROPERTY SUBJECT TO VEHICLE LOADING SHALL BE A MINIMUM OF 5 INCHES THICK AND SHALL HAVE A MINIMUM 28 -DAY COMPRESSIVE STRENGTH OF 3000 PSI. 5. SIDEWALKS AND PATIOS ON PRIVATE PROPERTY NOT SUBJECT TO VEHICLES SHALL BE A MINIMUM OF 4 INCHES THICK AND SHOULD HAVE A MINIMUM 28 -DAY COMPRESSIVE STRENGTH OF 2000 PSI. •..•.• • • • IF •MOSS •• •. • ► • --• - • • • • • • • • -• • rt • . 0 . W-1 :`, • ���'�' ` �� i `pA, �� � `��/ I' ♦'iii , ♦�� .► .►i'Ir "�`I •�'� .;��►�,�IO� +I E'I�� OI�.� r OI �'I OI�.� I OIVV REAR •=:� .w Vfp • � 8. • — — - . �—/ it II I� / x �1397.8 Ym • �J�� �' UNIT zu .�.�• �"45. / tx 44 UNIT 2Es` ♦:: �_-.�f►...:, H.�,....:��I►��a �- _ .. _.t�►_l- �' �.�:ts�.►A..�'�' :*cam , WHO MR �IM AL -------------- �. �„ _. •{ �� � , �,� � - - - "" " -- -- - ___ -_ __ it � -- _- - __ " sI a - 1 FF BUILDIN,i, i S A B 3 9 UNIT 1D UNIT _ 1 a / - UNIT • / { I, r: •mow' • . • ,I <r / _�-_ "- - vim' • • -- ___ �i��-����111►_1r k OI" Off` "-- �nS;%• �I _� • . • 1- : i �iC'�!®�1,1 �j.i►�A�_�`�s�1�e�r'<)+!r��A�'��/i _ ♦ • ' �"►��.%o��ai�r=•<�r�,►!,��Is��I���������I�s�Iw��O.►,.�:�a�/.��.��.�I�_s���s!i • • i� � �!� .•' -- fir► �:: ►BjTTOM EL 394 -+� NOTE. FLOW CONTROL MH RIM=390.72 IE(W)=381.27 36" IE(NE)=384.47 OVERFLOW=386.38 18" VIJIvII I III L 11 RIM=390.26 IE(SW)=384.61 IE(N,SE)=385.17 CALL I-800-424--5555 BEFORE YOU DIG ... 0 SANITARY SEWER MANHOLE (❑ STORM DRAIN MANHOLE ® STORM DRAIN CATCH BASIN —� EX. CULVERT POWER TRANSFORMER ❑T CABLE TV RISER E-- UTILITY POLE ANCHOR -O- UTILITY POLE POWER POLE WITH DROP 1 POWER POLE WITH DROP&TBOX POWER POLE WITH DROP&LIGHT —OHP— OVERHEAD POVER EXISTING SIGN ❑ TELEPHONE RISER o MAIL BOX FIRE HYDRANT ® WATER METER WATER VALVE WOOD FENCE (WDF) —x—x— CHAIN LINK FENCE {CLF) CCS EX. ROCKERY EX. PAVEMENT EX. GRAVEL EX. CONCRETE FIR TREE CEDAR TREE ALDER NEW PERVIOUS PAVEMENT SEE NOTES AND SPECIFICATIONS SHEET 3 NEW PERVIOUS CONCRETE SEE NOTES AND SPECIFICATIONS SHEET 3 R-383603 �o� PRE PARE. By S�'`E ' TI — — nnT� T MEMIN 8627 NE I 80th sc. � U SII � I � G � � 0 W V�1 �I 0 C� SS T E Y BOTHELL, wa 9ao11D�AINAG� PHONE: (206)CLIENT: cENT: V Y PROPERTIES L L C ENGINEERING FAX*- (425) 486-0267 °L^°IMIR°R°FIAK PLAN 15012 SF_ 253RD PLACE EMAIL: benanstey@j*uno.com covINcroN, wn 98042 Lo D n n 0 0 1 e� c) SITE INFORMATION: OWNER/ DEVELOPER V Y PROPERTIES L L C VLADIMIR DROFYAK 15012 SE 253RD PLACE COVINGTON, WA 98042 206-351-9289 ENGINEER= ANSTEY ENGINEERING ® 8627 NE 180TH ST. --� BOTHEL, WA 98011 206-303-7639 SURVEYOR: GEODETIC SURVEYING SERVICES E-- P.O. BOX 3488 -o- RENTON, WA 98056 425-299-1739 PARCEL No.: PARCEL Address.: 073900-0055 12228 SE Petrovitsky Rd., Renton, 98058 CHECKED FOR COMPLIANCE TO CITY STANDARDS REVISIOHS� N0. DATE PORTION OF= SE 1/4, APARTMENTS nATI ILA w 3 ,E l L 'm 0 C.O.R. BENCHMARK No.1969 ELEV. = 398.251 NAIL IN TOP OF METAL PIPE IN CASE AT X—ING SE 176TH ST AND BONNEVILLE POWER LINE KC BENCHMARK REFPT 3876 ELEV. = 397.689 ALUMINUM DISK SET FLUSH WITH CONC WALK A T C`/11 ITU C`InE- f-% E- Mn AI nc 777 < . < y..... .t, ._,.., _.. �. .............. E3W 1/4, SEC. 287 T-2alN!7 1=3 - 45 7 W. M. NOTES: ** AFTER EACH SECTION HAS APPROVED THE PROPOSED CONSTRUCTION, THE REQUIRED PERMITS WILL BE ISSUED AND THE BUILDER'S COPY OF THE APPROVED PLAN TURNED OVER TO THE APPLICANT. THE BUILDER'S COPY MUST BE AVAILABLE TO INSPECTORS AT THE JOB SITE AT ALL TIMES. ** SEPARATE PERMITS ARE REQUIRED FOR, BUT NOT LIMITED TO, PLUMBING, ELECTRICAL, SEPTIC TANKS, SIGNS. REFRIGERATION EQUIPMENT, SEWER HOOK—UPS AND OFF—SITE IMPROVEMENTS, SUCH AS SIDEWALKS, CURBS AND GUTTERS, WATER MAINS, CURB CUTS FOR DRIVEWAYS, STORM DRAINAGE, STREET LIGHTING AND STREET SIGNS. ** THE BUILDING INSPECTION/PERMITS SECTION WILL BE RESPONSIBLE FOR THE INSPECTION AND ENFORCEMENT OF REQUIREMENTS OF BUILDING, PLUMBING, HEATING, ELECTRICAL, OCCUPANCY, FIRE RESISTIVE CONSTRUCTION, PARKING, SIGNS AND ANY OTHER BUILDING REQUIREMENTS NOT SPECIFICALLY PROVIDED FOR BELOW. + ** THE FIRE DEPARTMENT WILL BE RESPONSIBLE FOR THE INSPECTION AND ENFORCEMENT OF REQUIREMENTS FOR FIRE ALARM SYSTEMS, FIRE EXTINGUISHING SYSTEMS, FIRE HYDRANTS, FIRE LANE ACCESS AND FIRE EXITS. ** THE PUBLIC WORKS INSPECTION/PERMITS SECTION WILL BE RESPONSIBLE FOR THE INSPECTION AND ENFORCEMENT I OF REQUIREMENTS FOR GRADE AND DRAINAGE, CURBS, GUTTERS, SIDEWALKS, ACCESS AND EGRESS FROM PARKING AREAS, I WATER SERVICE, SANITARY SEWERS, SIDE SEWERS, STORM DRAINAGE, STREET LIGHTING, AND STREET SIGNS. ** A CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL ALL DEPARTMENTS HAVE GIVEN FINAL APPROVAL. ' 1 I , G ------------ I'I APARTMENTS ,. ';MAIL sox;•. BLDG a < 'OWE P ----- AUL ��--- 5 . ------- - # Ic OWER t- -- ------ --- --_ - s--- ---- -- - r , I SFOR A ER r- r---- ' N M , PROPOSE ROCKERY ``--------�--` T i s/ F n G" T A (I Tu I c C` 1, r JUMI-I I Trr II Nvivii , „r u FLOW CONTROL MH RIM=390.26 RIM=390.72 IE(SW)=384.61 IE(W)=381.27 36" IE(N,SE)=385.17 IE(NE)=384.47 OVERFLOW=386.38 18" NOTE: CALL I-800-424-5555 BEFORE YOU DIG ti GRAPHIC SCALE 20 0 10 20 40 m mi:::::� - - I ( IN FEET 1 inch = 20 ft. CB TYPE I RIM=392.30 ir-/.i c-\ zon o-7 CB TYPE I, LID FIRE HYDRANT IE(S,W E,) -x389:37 EX ';'E ` ,SIALK• . °c/1.n Zon a - 1 PREPARED D SNEE 7 T11 -LE BUILDING COVERAGE CALCS: ® 19,889 S.F. TOTAL LOT AREA --� 6,263 S.F. BUILDING FOOTPRINT 31.5% BUILDING COVERAGE TT IMPERVIOUS SURFACE: E-- 19,889 S.F. TOTAL LOT AREA -o- 6,263 S.F. BUILDING 3,591 S.F. NEW PARKING PAVEMENT I0 9,854.4 S.F. TOTAL IMPERVIOUS 49.5% TOTAL IMPERVIOUS COVERAGE —OHP— 8,293 SF LANDSCAPED AREA = 41.7 % R 1,741.6 S.F. SIDEWALK & PARKING (PERVIOUS PAVERS) ❑ TELEPHONE RISER APARTMENTS nATI ILA w 3 ,E l L 'm 0 C.O.R. BENCHMARK No.1969 ELEV. = 398.251 NAIL IN TOP OF METAL PIPE IN CASE AT X—ING SE 176TH ST AND BONNEVILLE POWER LINE KC BENCHMARK REFPT 3876 ELEV. = 397.689 ALUMINUM DISK SET FLUSH WITH CONC WALK A T C`/11 ITU C`InE- f-% E- Mn AI nc 777 < . < y..... .t, ._,.., _.. �. .............. E3W 1/4, SEC. 287 T-2alN!7 1=3 - 45 7 W. M. NOTES: ** AFTER EACH SECTION HAS APPROVED THE PROPOSED CONSTRUCTION, THE REQUIRED PERMITS WILL BE ISSUED AND THE BUILDER'S COPY OF THE APPROVED PLAN TURNED OVER TO THE APPLICANT. THE BUILDER'S COPY MUST BE AVAILABLE TO INSPECTORS AT THE JOB SITE AT ALL TIMES. ** SEPARATE PERMITS ARE REQUIRED FOR, BUT NOT LIMITED TO, PLUMBING, ELECTRICAL, SEPTIC TANKS, SIGNS. REFRIGERATION EQUIPMENT, SEWER HOOK—UPS AND OFF—SITE IMPROVEMENTS, SUCH AS SIDEWALKS, CURBS AND GUTTERS, WATER MAINS, CURB CUTS FOR DRIVEWAYS, STORM DRAINAGE, STREET LIGHTING AND STREET SIGNS. ** THE BUILDING INSPECTION/PERMITS SECTION WILL BE RESPONSIBLE FOR THE INSPECTION AND ENFORCEMENT OF REQUIREMENTS OF BUILDING, PLUMBING, HEATING, ELECTRICAL, OCCUPANCY, FIRE RESISTIVE CONSTRUCTION, PARKING, SIGNS AND ANY OTHER BUILDING REQUIREMENTS NOT SPECIFICALLY PROVIDED FOR BELOW. + ** THE FIRE DEPARTMENT WILL BE RESPONSIBLE FOR THE INSPECTION AND ENFORCEMENT OF REQUIREMENTS FOR FIRE ALARM SYSTEMS, FIRE EXTINGUISHING SYSTEMS, FIRE HYDRANTS, FIRE LANE ACCESS AND FIRE EXITS. ** THE PUBLIC WORKS INSPECTION/PERMITS SECTION WILL BE RESPONSIBLE FOR THE INSPECTION AND ENFORCEMENT I OF REQUIREMENTS FOR GRADE AND DRAINAGE, CURBS, GUTTERS, SIDEWALKS, ACCESS AND EGRESS FROM PARKING AREAS, I WATER SERVICE, SANITARY SEWERS, SIDE SEWERS, STORM DRAINAGE, STREET LIGHTING, AND STREET SIGNS. ** A CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL ALL DEPARTMENTS HAVE GIVEN FINAL APPROVAL. ' 1 I , G ------------ I'I APARTMENTS ,. ';MAIL sox;•. BLDG a < 'OWE P ----- AUL ��--- 5 . ------- - # Ic OWER t- -- ------ --- --_ - s--- ---- -- - r , I SFOR A ER r- r---- ' N M , PROPOSE ROCKERY ``--------�--` T i s/ F n G" T A (I Tu I c C` 1, r JUMI-I I Trr II Nvivii , „r u FLOW CONTROL MH RIM=390.26 RIM=390.72 IE(SW)=384.61 IE(W)=381.27 36" IE(N,SE)=385.17 IE(NE)=384.47 OVERFLOW=386.38 18" NOTE: CALL I-800-424-5555 BEFORE YOU DIG ti GRAPHIC SCALE 20 0 10 20 40 m mi:::::� - - I ( IN FEET 1 inch = 20 ft. CB TYPE I RIM=392.30 ir-/.i c-\ zon o-7 CB TYPE I, LID FIRE HYDRANT IE(S,W E,) -x389:37 EX ';'E ` ,SIALK• . °c/1.n Zon a - 1 PREPARED D SNEE 7 T11 -LE VICINITY MAPN.T.& I CnCAIP1 Qq SANITARY SEWER MANHOLE Q BEIM Si ® STORM DRAIN CATCH BASIN --� EX. CULVERT 4 TT CABLE TV RISER E-- UTILITY POLE ANCHOR -o- UTILITY POLE POWER POLE WITH DROP I0 POWER POLE WITH DROP&TBOX POWER POLE WITH DROP&LIGHT —OHP— Petrovit R EXISTING SIGN ❑ TELEPHONE RISER o MAIL BOX FIRE HYDRANT a' WATER METER WATER VALVE r WOOD FENCE (WDF) x x SE,QgrW 8ir.« EX. ROCKERY EX. PAVEMENT VICINITY MAPN.T.& I CnCAIP1 Qq SANITARY SEWER MANHOLE Q STORM DRAIN MANHOLE ® STORM DRAIN CATCH BASIN --� EX. CULVERT POWER TRANSFORMER TT CABLE TV RISER E-- UTILITY POLE ANCHOR -o- UTILITY POLE POWER POLE WITH DROP I0 POWER POLE WITH DROP&TBOX POWER POLE WITH DROP&LIGHT —OHP— OVERHEAD POVER -0- EXISTING SIGN ❑ TELEPHONE RISER o MAIL BOX FIRE HYDRANT ® WATER METER WATER VALVE WOOD FENCE (WDF) x x CHAIN LINK FENCE (CLF) EX. ROCKERY EX. PAVEMENT EX. GRAVEL ;;'.,...:'. . t EX. CONCRETE FIR TREE CEDAR TREE ALDER a627 NE I 80th St. tSUNRIDGE T'uWNI�IOES ae A N S T E Y BOTHELL, WA 98011 CLIENT: PHONE: (206) 303-7639 V Y PROPERTIES L L C UTILTIES PLAN ENGINEERING FAX (42s) 486-0267 VLAD[MIRDROFlAK 15012 SE 253RD PLACE EMAIL: benanstey@j*uno.com I coviNCTon, wn 98042 383601 383601 383604 EROSION ZSEDIMENTATION CONTROL NOTES 1. APPROVAL OF THIS TEMPORARY EROSION/SEDIMENTATION CONTROL PLAN (TESCP) DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN (E.G. SIZE AND LOCATION OF ROADS, PIPES, RESTRICTORS. CHANNELS, RETENTION FACILITIES. UTILITIES, ETC) 2. THE IMPLEMENTATION OF THESE TESCP AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT AND UPGRADING OF THESE TESCP FACILITIES IS THE RESPONSIBILITY OF THE APPLICANT/CONTRACTOR UNTIL ALL CONSTRUCTION IS APPROVED. 3. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY FLAGGED IN THE FIELD PRIOR TO CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE FLAGGED CLEARING LIMITS SHALL BE PERMITTED. THE FLAGGING SHALL BE MAINTAINED BY THE APPLICANT/CONTRACTOR FOR THE DURATION OF THE CONSTRUCTION. 4. THE TESCP FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED PRIOR TO ALL CLEARING AND GRADING ACTIVITIES, AND IN SUCH A MANNER TO INSURE THAT SEDIMENT LADEN WATER DOES NOT ENTER THE DRAINAGE SYSTEM OR VIOLATE APPLICABLE WATER STANDARDS. 5. THE TESCP FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD. THESE TESCP FACILITIES SHALL BE UPGRADED (E.G. ADDITIONAL SUMPS, RELOCATION OF DITCHES AND SILT FENCES, ETC.) AS NEEDED FOR UNEXPECTED STORM EVENTS AND AS THE CITY REQUIRES 6. THE TESCP FACILITIES SHALL BE INSPECTED DAILY BY THE APPLICANT/CONTRACTOR AND MAINTAINED AS NECESSARY TO ENSURE THEIR CONTINUED FUNCTIONING AND OPERATION 7. ANY AREA STRIPPED OF VEGETATION. INCLUDING ROADWAY EMBANKMENTS, WHERE NO FURTHER WORK IS ANTICIPATED FOR A PERIOD OF TWO (T2) DAYS, SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED TESCP METHODS (E.G. SEEDING, MULCHING. NETTING, EROSION BLANKETS, ETC,) GRASS SEEDING ALONE WILL BE ACCEPTABLE ONLY DURING THE MONTHS OF APRIL THROUGH OCTOBER INCLUSIVE. 8. ANY AREA NEEDING TESCP MEASURE, NOT REQUIRING IMMEDIATE ATTENTION. SHALL BE ADDRESSED WITHIN FIFTEEN (15) DAYS. 9. THE TESCP FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN 49 HOURS FOLLOWING A STORM EVENT AND AS THE CITY DEEMS NECESSARY. 10. AT NO TIME SHALL MORE THAN ONE (1) FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT LADEN WATER INTO THE DOWNSTREAM SYSTEM. 11. STABILIZED CONSTRUCTION ENTRANCES AND WASH PADS PER CITY STANDARDS, SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURE MAY BE REQUIRED TO INSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. 12. DURING THE TIME PERIOD OF NOVEMBER 1 THROUGH MARCH 31ST, ALL PROJECT DISTURBED AREAS THAT ARC TO BE LEFT UNWORKED FOR MORE THAN TWO (2) DAYS SHALL BE COVERED BY ONE OF THE FOLLOWING COVER MEASURES: MULCH. SODDING OR PLASTIC COVERING. 13. ANY PERMANENT RETENTION DETENTION FACILITY USED AS A TEMPORARY SETTLING BASIN SHALL HE MODIFIED WITH THE NECESSARY EROSION CONTROL MEASURES AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY AND SHALL BE CLEANED OUT ENTIRELY WITH PROPER DISCHARGE OF WASTEWATER (I.E. SANITARY DISCHARGE). IF THE PERMANENT FACILITY IS TO FUNCTION ULTIMATELY AS AN INFILTRATION OR DISPERSION SYSTEM, THE FACILITY SHALL NOT BE USED AS A TEMPORARY SETTLING BASIN. 14. WHERE SEEDING FOR TEMPORARY EROSION CONTROL IS REQUIRED, FAST GERMINATING GRASSES SHALL BE APPLIED AT AN APPROPRIATE (E.G. ANNUAL OR PERENNIAL RYE APPLIED AT APPROXIMATELY 80 POUNDS PER ACRE). 15. WHERE STRAW MULCH FOR TEMPORARY EROSION CONTROL IS REQUIRED, IT SHALL BE APPLIED AT A MINIMUM THICKNESS OF THREE (3) INCHES OR 3,000 LBS/ACRE. 16. AS CONSTRUCTION PROGRESSES AND UNEXPECTED SEASONAL CONDITIONS DICTATE, AND AS THE CITY REQUIRES, THE PERMITTEE SHOULD ANTICIPATE THAT MORE TESCP MEASURES WILL BE NECESSARY TO PROTECT ADJACENT PROPERTIES AND ENSURE MINIMUM WATER QUALITY FOR SITE RUNOFF. I T R SHALL BE THESP RE ONSIBILITY OF THE PERMITTEE TO DEFICIENT ADDRESS R E TESCP CONDITIONS AND PROVIDE ADDITIONAL DDI ONAL FACILITIES OVER AN ABOVE MINIMUM REQUIREMENTS E U EMENTS Q OUTLINED ON THE APPROVED PLANS. 17. FILTER FABRIC FENCE SHALL E AL B USED WHERE NOTED ON THE HE P LANS OR AS DIRECTED BY THE CITY. (SEE STANDARD DETAIL AND INSTALLATION NOTES IN KCSWDM). AS PER KING COUNTY ROAD STANDARDS, DRIVEWAYS SHALL BE PAVED TO THE EDGE OF R -O- W PRIOR TO /NSTALLA 77ON OF THE CONS7RUC770N EN774ANCE TO AVOID DAMAGING OF 77 -IE ROA DWA Y I IS RECOMMENDED THAT THE ENTRANCE BE CROWNED SO THAT RUNOFF DRAINS OFF THE PAD GRA VEL CONSTRUCTION ENTRANCE CHECKED FOR COMPLIANCE TO CITY STANARSD D Nor TO SCALE REVISIONS N0. DATE REVISIONS 1 05/14/14 COMMENTS REVISIONS 2 04/07/15 VARIANCE REVISIONS JOINTS IN FILTER FABRIC SHALL BE SPLICED AT POSTS. USE STAPLES, WIRE RINGS, OR [7ni 111/A I GAIT T/l A TTA /11 1 rA Mr3i/1 T!% Mr%ClTC- POST SPACING MAY BE INCREASED TO 8' IF WIRE BACKING IS USED 2"x2" BY 14 Ga. WIRE C� EQUIVALENT, IF STANDAf STRENGTH FABRIC USED FILTER MINIMUM 4"x4" TRENCH" BACKFILL TRENCH WITH NATIVE SOIL OR 3/4"-1.5" WASHED GRAVEL 2"x4" WOOD POSTS, STEEL FENCE POSTS, REBAR, OR EQUIVALENT NOTE: FILTER FABRIC FENCES SHALL BE INSTALLED ALONG CONTOUR WHENEVER POSSIBLE CONSTRUCTION SEQUENCE 1. SCHEDULE A PRE -CONSTRUCTION CONFERENCE. 2. INSTALL SILT FENCE AND CONSTRUCTION ENTRANCE. 3. FLAG CLEARING LIMITS. 4. CLEAR AND GRADE SITE WITHIN CLEARING LIMITS. INSTALL ROCKERIES PER PLAN AND DETAIL. 5. INSTALL UTILITIES AND STORM DRAINAGE FACILITIES. PROVIDE CATCH BASIN INLET PROTECTION. 6. BEGIN BUILDING CONSTRUCTION. 7. FINISH GRADE & PAVE PER PLANS. 8. STABILIZE ALL DISTURBED AREAS. 9. FLUSH & CLEAN STORM DRAINAGE FACILITIES. 10. INSTALL LANDSCAPING. 11. UPON FINAL SITE STABILIZATION, CLEAN SITE AND REMOVE REMAINING EROSION AND SEDIMENTATION CONTROL MEASURES UPON SITE STABILIZATION. STANDARD STRENGTH FILTER FABRIC IN, GRATE MAINTENANCE STANDARDS 1. ANY DAMAGE SHALL BE REPAIRED IMMEDIATELY. 2. IF CONCENTRATED FLOWS ARE EVIDENT UPHILL OF THE FENCE, THEY MUST BE INTERCEPTED AND CONVEYED TO A SEDIMENT TRAP OR POND. 3. IT IS IMPORTANT TO CHECK THE UPHILL SIDE OF THE FENCE FOR SIGNS OF THE FENCE CLOGGING AND ACTING AS A BARRIER TO FLOW AND THEN CAUSING CHANNELIZATION OF FLOWS PARALLEL TO THE FENCE. IF THIS OCCURS, REPLACE THE FENCE AND/OR REMOVE THE TRAPPED SEDIMENT. 4. SEDIMENT MUST BE REMOVED WHEN THE SEDIMENT IS 6" HIGH. 5. IF THE FILTER FABRIC HAS DETERIORATED DUE TO ULTRAVIOLET BREAKDOWN, IT SHALL BE REPLACED. SILT FENCE N.T.S. 1 I r I.' 1 . 1 APARTMENTS MAIL BOX; L. BLDG ; :POWE F--------- ML ; 5 OWER�_- _ _--y r ANSFORMER \9 6 X.I\ <' • I ..M 4.14 ,.U• :___._._ �.."_7- < TEMPORARY EROSION CONTROL SEED MIX COMPACTION REQUIREMENT STORM DRAIN MANHOLE 9oWEIGHT %PURITY %GERMINATION SUBGRADE SHALL BE COMPACTED IN THE TOP 0.50' TO 95% CHEWINGS OR RED FESQUE 40 98 90 OF ASTM 1557 FOR A CUT SECTION. CABLE TV RISER E-- UTILITY POLE ANCHOR IF THE UNDERLYING SUBGRADE IS TOO SOFT TO PERMIT ANNUAL OR PERENNIAL RYE 40 98 90 COMPACTION OF THE UPPER 6"LAYER, POWER POLE WITH DROP&TBOX POWER POLE WITH DROP&LIGHT THE CONTRACTOR SHALL LOOSEN (OR EXCAVATE AND REMOVE), REDTOP OR COLONIAL BENTGRASS 10 92 85 AND COMPACT THE SUBGRADE TELEPHONE RISER o MAIL BOX UNTIL THE TOP LAYER CAN MEET COMPACTION REQUIREMENTS. WHITE DUTCH CLOVER 10 98 90 �Q APPLICATION RATE 120 LB/ACRE 1-w 7 6' WOO -� �-------- ---SIL-TN•CE--- - - LIMIT OF CLEARING (TYP) CTYP ) --- --------------- (SEE DE►IL 12' REAR YARD 00 a 4. `so 20 X 50 I' CONSTRUCITON ENTRANCE (SEE DETAIL THIS SHEE Im 4 VbX`!` V \ 1 w rf 5 f' 1 1 NOTE: ONLY TO BE USED WHERE PONDING OF WATER ABOVE :::::::::::<::: : ::::::<.: «.::::<>:: + �r v E CATCH BASIN WILL NOT CAUSE TRAFFIC PROBLEMS AND - :•�����•�• WHERE OVERFLOW WILL NOT RESULT IN EROSION OF SLOPES. %:,,, t o" xxx t , ........... 1 .......... <:««::.:<,::. •:. • :::.� .:•::.:::::::. :::::::::::,:: .... ..... ' YARD BSBL - - ,1 :.::..:.:•::.:.. .............:.. ............. � 20 FRONT - - MAINTENANCE STANDARDS: ::<:«::.....:::�a t 1. ANY ACCUMULATED SEDIMENT ON OR AROUND THE FILTER FABRIC PROTECTION SHALL BE REMOVED t :: IMMEDIATELY. SEDIMENT SHALL NOT BE REMOVED WITH WATER, AND ALL SEDIMENT. _ a a MUST BE DISPOSED OF AS FILL ON-SITE OR HAULED OFF-SITE. I ; :;::;.; w 11 N E TL7Z�ET 3 7 f 2. REGULAR MAINTENANCE IS CRITICAL. UNLIKE MANY FORMS OF PROTECTION THAT FAIL GRADUALLY. : # :.:.::'' , :� on-rrnu FI X �O LI T OF LEARING(TYP) CLEARING LIMITS SILT FENCE 7 f w: of- z o w m O O o U z o N � � �OVIDE CATCH BA ��� P OTECTION R ("i T "THIS SHEET SEE DE',�►J�L VIDE TEMPORARY PLUG. DO NOT ALLOW WATER TO ENTER INFILTRATION FACILITY ! UNTIL AFTER SITE HAS BEEN STABILIZED AND CLEANED., GAS l STUB POWER VAULT 71 LK <. -_ 4. ANY QUARRY SPALLS THAT LOOSENED D ND UP ON 5 PA ARE ENE FROM THE PAD AN E ,.................................... _.......:::.............:.............................. ....... 4 1. r / 1 1 [ 1 / 7NE ROADWAY SHALL BE REMOVED IMMED/A TFL Y.% :::, :. , ,••:. .............. . <• . ., 5. IF VEHICLES ARE EN7FR/NG OR EX177NG 77 -IE SI7F AT POINTS 077-IER THAN w. < .t. THE CONS77?UC770N EN7RANCE(S), FENCING (SEE SECTION D.4.1) SHALL BE ' •, 1 - �' < ,� <4 INSTALLED TO CONTROL TRAFFIC._ N OTE: CALL 1-800-424-5555 BEFORE YOU DIG PREPARED BY PROJECT: R 8627 NE I 80th sc. R D RL _ ea APVD a e A N S T E Y BOTHELL, WA 98011 D 0� A K CLIENT: PHONE: (206) 303-7639 E N G I N E E R I N G FAX.- (425) 4a6 -o267 EMAIL: bencristey@juno.com APARTMENTAO'�ll VLADIMIR DROFIAK 15012 SE 253RD PLACE COVINGTON, WA 98042 206-351-9289 GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) 1 inch = 20 ft. LEGEND O SANITARY SEWER MANHOLE a STORM DRAIN MANHOLE ® STORM DRAIN CATCH BASIN EX. CULVERT 01 POWER TRANSFORMER ❑T CABLE TV RISER E-- UTILITY POLE ANCHOR -0- UTILITY POLE POWER POLE WITH DROP I POWER POLE WITH DROP&TBOX POWER POLE WITH DROP&LIGHT -OHP- OVERHEAD POVER _EF EXISTING SIGN ❑ TELEPHONE RISER o MAIL BOX FIRE HYDRANT ® WATER METER �Q WATER VALVE WOOD FENCE (WDF) x x CHAIN LINK FENCE (CLF) EX. ROCKERY t S EX. PAVEMENT EX. GRAVEL ::.,.:• .: •' .:,. EX. CONCRETE FIR TREE CEDAR TREE ALDER R-3 83 605 N88°40'51 "E ' BURIED UTILITIES IN AREA CALL BEFORE YOU DIG 1-800-424-5555 EXISTING UTILITIES SH0V61 ARE FROM THE BEST AVAILABLE INFORMATION AND NO GUARANTEE IS MADE AS TO THE EXACT SIZE, TYPE, LOCATION OR DEPTH. SHEET TITLE NP. A DATE 12/30/13 Q.� SCALE » �� of wAs� � 1 =209 DWG © SITE To ® • ® ASOB -51 AE08 �FG 0614��� ��� DRAWN BY 1STR E NOTES AND DETAILS ti� `TNA L �-�� APPROVED 0.BPA • SHEET q5 OF _6_ n n 0 -4 m 7 n 0 SITE INFORMATION: OWNER/ DEVELOPER V Y PROPERTIES L L C VLADIMIR DROFYAK 15012 SE 253RD PLACE COVINGTON, WA 98042 206-351-9289 ENGINEER: ANSTEY ENGINEERING 8001180991 8627 NE 180TH ST. No. 20070102001261 BOTHEL, WA 98011 REC. No. 206-303-7639 SURVEYOR= GEODETIC SURVEYING SERVICES REC, No. P.O. BOX 3488 RENTON, WA 98056 425-299-1739 PARCEL No.: PARCEL Address. 073900-0055 12228 SE Petrovitsky Rd., Renton, 98058 I ai 30' UTILITIES EASEMENT REC. No. 8001180991 AND REC. No. 20070102001261 WATER EASEMENT REC. No. 20031117000627 INGRESS, EGRESS EASEMENT RELEASE REC, No. 20090811114303282 � -PROPOSED EASEMENT PROPOSED WATER, SEWER AND UTILITIES EASEMENT � - R -O -W DEDICATION 9.5' PROPOSED RIGHT—OF—WAY DEDICATION CHECKED FOR COMPLIANCE TO CITY STANDARDS RE VISIONS N0. 1 DATE PORTION <::>F--- ES 1 /4, SW 1 /4, SEC. 28, T -23N, R-5 ; W.M. 30' INGRESS, EGRESS AND UTILITIES EASEMENT REC. No. 8001180991 AND REC. No. 20070102001261 WATER EASEMENT R. No. 20031117000627 INGRESS, EGRESS EASEMENT RELEASE REC. No. 20090811114303282 I ---------------------------------------- APARTMENTS 11400 66"v 1 L— I VV.LV----------- —��------------------------------------------------- N88°40'51 "E I 04 I GRAPHIC SCALE 20 0 10 20 40 ( IN FEET I 1 inch = 20 ft. S.E. P TROVITSKY ROAD 9.5' DEDICATION TO PUBLIC FOR RIGHT OF WAY ------------------------------------------------- --- ----------------------- -------------------------------------------------------------------------------------------------- NOTE. CALL I-800-424-5555 BEFORE YOU DIG BURIED UTILITIES IN AREA CALL BEFORE YOU DIG 1-800-424-5555 EXISTING UTILITIES %KM ARE FROM THE BEST AVAILABLE INFORMATION AND NO GUARANTEE IS MADE AS TO THE EXACT SIZE, TYPE, LOCATION OR DEPTH. SHL ET TITHE VICINITY MAP KTa R-383606 8627 NE i 80th St. S U �9 � I � G � � 0 W N' ---'o P� � SN S T E Y BOTHELL, wA 9ao11EAS p�HONE: (206 303-7639 cuENT: V Y PROPERTIES L L C E IVI E N �S P LA N ENGINEERING FAX (425) 486-0267 VLADIMIRDROFfAK 15012 SE 253RD PLACE EMAIL: bencnstey@j*uno.com I coviNCTON, wn 98042 z rn T O 0 rn z z m Cn O D SIS Petro " Rd 4 4 1 49 8E II&W IN VICINITY MAP KTa R-383606 8627 NE i 80th St. S U �9 � I � G � � 0 W N' ---'o P� � SN S T E Y BOTHELL, wA 9ao11EAS p�HONE: (206 303-7639 cuENT: V Y PROPERTIES L L C E IVI E N �S P LA N ENGINEERING FAX (425) 486-0267 VLADIMIRDROFfAK 15012 SE 253RD PLACE EMAIL: bencnstey@j*uno.com I coviNCTON, wn 98042 z rn T O 0 rn z z m Cn O D (C) L'MJ 00 0 0 W PORTION OF= SE 1/4, E3W 1/4, SEC. 2817 T -23N, -S 19 W-m- GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) 1 inch = 20 ft. NOTE: rOPOGRAPHiCAL INFORMATION FOR THIS EXISTING CONDITIONS MAP PROVIDED BY GEODETIC SURVEYING SERVICES LLC I MERIDIAN WASHINGTON STATE PLANE, NORTH ZONE, NAD 83/91, PER K.C.S.C. BASIS OF BEARINGS Flo. 200311170006 WEST LINE SE 1/4, SEC. 28, T -23N, R -5E, W.M. BEARING N01'04'15"E - 111143 2 SITE INFORMATION: CABLE TV RISER OWNER/ V Y PROPERTIES L L C DEVELOPER VLADIMIR DROFYAK 15012 SE 253RD PLACE L COVINGTON, WA 98042 206-351-9289 ENGINEER: ANSTEY ENGINEERING 8627 NE 180TH ST. ❑ BOTHEL, WA 98011 MB 206-303-7639 SURVEYOR: GEODETIC SURVEYING SERVICES ® P.O. BOX 3488 m RENTON, WA 98056 �C 425-299-1739 PARCEL No.: 073900-0055 PARCEL Address.: 12228 SE Petrovitsky Rd., Renton, 98058 ACREAGE 19,889 SFt, 0.45 ACRS± PROPOSED USE MULTI FAMILY (8 UNIT APPARTMENT) SANITARY SEWER SOOS CREEK SEWER&WATER DISTRICT WATER SOOS CREEK SEWER&WATER DISTRICT SCHOOL DISTRICT RENTON No. 403 ZONING MULTI FAMILY (RM -F) DENSITY 10-20 DU/AC TELEPHONE QWEST COMMUNICATIONS OHP DEVELOPMENT STANDARDS RMC 4-2-11OF (RM—F STANDARDS—` POWER ` PUGET SOUND ENERGY FIRE DISTRICT K.C. FIRE DISTRICT No. 26 NATURAL GAS PUGET SOUND ENERGY CABLE TV COMCAST ALLOWABLE LOT COVERAGE BUILDING 35% IMPERVIOUS SURFACE MAX 75% CHECKED FOR COMPLIANCE TO CITY STANDARDS REVISIONS NO. DATE REVISIONS BY APVD 1 05/14/14 COMMENTS REVISIONS RL 2 04/07/15 VARIANCE REVISIONS RL BA PREPARED BY APARTMENTS 30' INGRESS, E SS AND UTILITIES EASEMENT RE No. 8001180991 AND REC. No. 0070102001261 WATER EASEMENT Flo. 200311170006 INGRESS, EGRES SEMENT REL REC. No. 2 - 111143 2 EX SSMH a, RIM=397. 1� STORM DRAIN MANHOLE ® STORM DRAIN CATCH BASIN EX. CULVERT 1 POWER TRANSFORMER 1w� rn -P, CABLE TV RISER 1c) Oma, C UTILITY POLE ANCHOR C. UTILITY POLE POWER POLE WITH DROP DATUM NAVD88 BENCHMARKS C.O.R. BENCHMARK No.1969 ELEV. = 398.251 NAIL IN TOP OF METAL PIPE IN CASE AT X—ING SE 176TH ST AND BONNEVILLE POWER LINE KC BENCHMARK REFPT 3876 ELEV. = 397.689 ALUMINUM DISK SET FLUSH WITH CONIC WALK AT SOUTH SIDE OF PETROVITSKY RD. N. OF HOUSE No. 12325 APARTMENTS LEGAL DESCRIPTION: LOT 11, BLOCK 1, BENSON HEIGHTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 48 OF PLATS, PAGE 98, IN KING COUNTY, WASHINGTON; EXCEPT THE NORTH 892 FEET THEREOF; AND EXCEPT THE PORTION CONVEYED TO KING COUNTY FOR PETROVISKY ROAD BY DEED RECORDED UNDER RECORDING NUMBER 8509051041; (ALSO KNOWN AS LOT A OF KING COUNTY LOT LINE ADJUSTMENT NUMBER 180037, RECORDED UNDER RECIORDING NUMBER 9002051035). I I I �I i � I WOO X \ � 14" / W s w /�.� U Z p� w Lo `n 39 4.\ \ 26" GAS rrSTUR onwro VICINITY MAP N.T.S. LEGEND ® SANITARY SEWER MANHOLE STORM DRAIN MANHOLE ® STORM DRAIN CATCH BASIN EX. CULVERT ❑ POWER TRANSFORMER M CABLE TV RISER F— UTILITY POLE ANCHOR -0- UTILITY POLE POWER POLE WITH DROP L POWER POLE WITH DROP&TBOX POWER POLE WITH DROP&LIGHT -OHP- OVERHEAD ROVER EXISTING SIGN ❑ TELEPHONE RISER MB MAIL BOX a FIRE HYDRANT ® WATER METER m WATER VALVE �C WOOD FENCE (WDF) —x—x— CHAIN LINK FENCE (CLF) C� EX. ROCKERY EX, PAVEMENT EX. GRAVEL EX. CONCRETE FIR TREE CEDAR ALDER V'�r' Zt - --- — — IE(8"W)=379.35 — — } — — ��"-- — — N� �D .. i IETB S)=379.29 I ! my r5°' Ln -- I — -- — ffRlVF WAY PnRT1C1N C1F SI FW�1 K — — — VITSKY RPETRO 10 _-- SHEET INDEX: N 88'40'51 "E R-383607 SHEET TITLE SHEET 'TITLE C1 OF 5 EXISTING CONDITIONS, DEMO PLAN C4 OF 6 UTILITIES PLAN C2 OF 5 ROAD & GRADING PLAN C5 OF 6 T.E.S.C. PLAN, NOTES AND DETAILS C3 OD 5 DRAINAGE PLAN C6 OF 6 EASEMENTS PLAN SHEET Ti TLE PROJECT: 4\N P qNs DAT -12/30/13 8627 NE 180th St. P SUNR0'D`GE TI,& �oF WAsy S�A-,»-2a� A N S T E Y BOTHELL, WA 98011 Qzp , o ;� DWG SITE PHONE: (206) 303-7639 CLIENT: V Y PROPERTIES L L CC 0 N ur-\ � T � � � � � JOe� AEoB-s 1 EN G I N E E R I N G FAX: (425) 486-0267 VLADIMIR DROFIAK 9 �F 20614 �p �w� DRAWN BY 1s 0/sTf- �� R 5012 SE 253RD PLACE EMAIL: bencnstey@j'uno.com c012 SON, WA 98042 E M 0 Fr --'LA S��NA L E' APPROVED BPA 206-351-9289 08/15/15 C1 OF g (C) L'MJ 00 L'0MJ I 0 I 0 W trees 2' wide grass filter strip p sheet flow ground cover 1.3- 12" maximum water depth RAIN GARDEN NOT TO SCALE PORTION 0F�= SE 1/4, SW 1/47 SEC. 28, 2,• X _ 6:1 BATTER T -23N17 R -5E, W.M. tr8os 6" minimum freeboard from maximum ponding depth 8" MIN. THICKNESS OF 2"-4" QUARRY SPALLS BUILDING SLAB ELEVATION NOTE: �°b y 2' minimum a �� 6' MAX. STEP FOUNDATION AS NEEDED FOR GRADE. 1" MINUS WASHED ROCK [i]°° TOP OF SLAB AT EACH GARAGE SHALL FLUSH top of vegetated berm $oo W/ PAVEMENT AND SLOPE UP INTO GARAGE 2". S1hrutbi Ts 6" PERF. PIPE 0] �w 4" rigid pipe outlet 3.1 maximum to storm system 1 slope �+ min. 12" catch amended with g soil with 4" of compost BOTTOM OF BIOSWALE 2' BIORETENTION AREA TABLE C.2.5.A WATER TOLERANT PLAINTS Common Name Scientific Name Spacing (on center) Western mannagrass Glyceria occidentalis seed Velvetgrass Hoicus mollis seed Shortawn foxtail Alopecurus aequalis seed Water foxtail Alopecurus geniculatus seed Spike rush Eleocharis spp. 4 inches Slough sedge Carex obnupta 6 inches or seed Sawbeak sedge Carex stipata 6 inches Sedge Carex spp. 6 inches Slender rush Juncus tenuis 6 inches Water parsley Oenanthe sarmentosa 6 inches Hardstem bulrush Scirpus acutus 6 inches Watercress Rorippa nasturtium -aquaticum 12 inches Small -fruited bulrush Scirpus macrocarpus 12 inches P'1 A TI IL A BENCHMARKS C.O.R. BENCHMARK No.1969 ELEV. = 398.251 NAIL IN TOP OF METAL PIPE IN CASE AT X-ING SE 176TH ST AND BONNEVILLE POWER LINE KC BENCHMARK REFPT 3876 ELEV. = 397.689 ALUMINUM DISK SET FLUSH WITH CONC WALK AT SOUTH SIDE OF PETROVITSKY RD. N. OF HOUSE No. 12325 CHECKED FOR COMPLIANCE TO CITY STANDARDS REVISIONS N0. DATE REVISIONS FILTER FABRIC rn i umi i EXCAVATION ONLY NOTE: 1. PERF. PIPE WITH WASHED ROCK AS NEEDED FOR SUBSURFACE WATER. ROCK FACING UT S1'C TION NT-------- MAIL BOX}" /l1 BLDG i< 'POW / 5 ---- -� A17I APARTMENTS T SYS M HEADS *A tp, I 'OWER Ll- LL1�'///// / �ANSFORMER '_z1/1�1 j T PROPOSE ROCKERY FSE DETAIL THIS SHEET c 6' H. SPLIT -FACE APARTMENTS 6' ®r Ill 11 Jill J • Iwr�`dI �ii�I .•ye'I��iilMil 7�� `.•+I� iI►� OI iI" `I - • �. , . �.�► �!i i►I�.►•`'iatiwiiO .iO�Oi►O�OI'P�Oi i�I i��I ii`►I � :.�� BUIL" 97.8 F SLAB UNIT W 2B �I.►���i•.yiiii iI �•=`I ��`►.s�Iwi il►�.OI,�. ►IOI ��` z `x GRAPHIC SCALE 20 0 10 20 40 ( IN FEET } 1 inch = 20 ft. �� - -rr� S._ • is • .1W1 7 kill -- - ----- lei Fill 394___ co PROP�)SED 1 " WATER BJUJILDING,�, i FF SUAB 397.3 0 PVC ROOF,,DRAIN LINE ABOVE METER (TYP.) 4" 1 FREJQAIN AT FOOTING UNIT 1D UNIT 1BUNIT 1C •: DRAIN TO STORM UNIT 1A ASPHALT •, • D' FRONT w � ►`�ilw��`I'' • I►�� Iw ��i�l% � I�4'Iiii��'Isa. •s W ►• ;�♦ r. s-�,I i•�i'•y���►� 1►i Ia'� VMS ��il �"i0i ir►�!i O�iyi�'is�i.�:'�`• .�.. 3 Y s•.. .► •• `nii► • �:I��.��ii ��ww.a!'iw.►_Q�►.. aV...��. a►i s. 33(39. 0.6(& �, ►�,,7.• •1 D PIS► +� • .AS-BUILT(TYJ ' - ►. Ill W.- OIlt, n'► �� �� ti yI • - - - �1 .� • '' i .�.EX. e t INSTALL NEW TYPE 1 X39 "39 4. C(394. IE 391-0 NW IE (3"5) S EX. ' - 8" DI CULVERT- REPLACE WITH 25' 2"DI 0 4.5% 2 '(21)-12"DI ® 4.5(10)% CB TYPE I / GAS RIM=392.30 STUB POWERIE(N)=389.85 VAULT 619 3. L_8" DI ® 5.7% EXISTING \ o- I CB TYPE I, LIDFIRE HYD NT s, �E(S,W,E)T389'7 I�n E . < , - CB TYPE I, '� SANITARY SEWER MANHOLE 0❑ STORM DRAIN MANHOLE _ RiM=390.04 -< _y -sc 1x%7.5 . ; -2 ®1.86 % 9.5 ED CA ON 0 PUBLIC -0 FOR RIGHT OF WAv N IE(8"N)=379.36 CABLE TV RISER - r 1 IE(8"W)=379.35 SDMH TYPE I w w C8 TYPE I WATER MAN - w - - w - w --7 w -cl^ `�/ I� �uDs IE(8"S)=379.29 RIM=390.16 OHP � RIM=389.95 APROXM. os ' IE(S)=385.76 IE(E,N)=386.06 r- _ IE(N)=386.42 IE(S)=386.31 _OCA''ON I� MAIL BOX N ® DRIVEWAY PORTION OF SI EWALK P4 WATER VALVE �fl WOOD FENCE (WDF) -x-x EX. DRIVEWAY APPROACH- ----TO -BE SAW- T` -T6-USED AS . AN--AZ;CE�S- --- o N88'40'51` REPLACED WITH A NEW SI ALK FOR THE PROPOSE APARTMENT ` v ! N S.E. PETROVITSKY R04D q 9 � � 0,26% � 2\ \ SID 5L 1 I 5 sb „ ehtP- SDMH TYPE II DMH TYPE II DMH FLOW CONTROL MH RIM=390.26 RIM=391.86 RIM=390.72 IE(SW)=384.61 IE(W)=381.27 36" IE(N,SE)=385.17 IE(NE)=384.47 OVERFLOW=386.38 18" \SDCB RIM=389.79 NOTE: CALL I-800-424-5555 BEFORE YOU DIG WN- -REPARED BY BURIED UTILITIES IN AREA CALL BEFORE YOU DIG 1-800-424-5555 EXISTING UTILITIES SHOWN ARE FROM THE BEST AVAILABLE INFORMATION AND NO GUARANTEE IS MADE AS TO THE EXACT SIZE, TYPE. LOCATION OR DEPTH. LEGEND ® SANITARY SEWER MANHOLE 0❑ STORM DRAIN MANHOLE ® STORM DRAIN CATCH BASIN -< EX. CULVERT OR POWER TRANSFORMER CABLE TV RISER �- UTILITY POLE ANCHOR -0- UTILITY POLE POWER POLE WITH DROP OHP_ POWER POLE WITH DROP&TBOX -- OHP -5 -_OHP --- EXISTING SIGN ❑ \SDCB RIM=389.79 NOTE: CALL I-800-424-5555 BEFORE YOU DIG WN- -REPARED BY BURIED UTILITIES IN AREA CALL BEFORE YOU DIG 1-800-424-5555 EXISTING UTILITIES SHOWN ARE FROM THE BEST AVAILABLE INFORMATION AND NO GUARANTEE IS MADE AS TO THE EXACT SIZE, TYPE. LOCATION OR DEPTH. LEGEND ® SANITARY SEWER MANHOLE 0❑ STORM DRAIN MANHOLE ® STORM DRAIN CATCH BASIN -< EX. CULVERT OR POWER TRANSFORMER CABLE TV RISER �- UTILITY POLE ANCHOR -0- UTILITY POLE POWER POLE WITH DROP POWER POLE WITH DROP&TBOX POWER POLE WITH DROP&LIGHT -OHP- OVERHEAD POVER EXISTING SIGN ❑ TELEPHONE RISER -- MAIL BOX FIRE HYDRANT ® WATER METER P4 WATER VALVE �fl WOOD FENCE (WDF) -x-x CHAIN LINK FENCE (Cl C EX. ROCKERY EX. PAVEMENT EX. GRAVEL EX. CONCRETE ALDER NEW PERVIOUS PAVEMENT SEE NOTES AND SPECIFICATIONS SHEE NEW PERVIOUS CONCRETE SEE NOTES AND SPECIFICATIONS SHEE t,1CB TYPE I L1._ 93.79 R M IE(W)=390.71 IE(E)=90.75 _ - - N88'40'51 "F R-383608 < AS -BUILT SET UNDERGROUND PIPE LOCATION BASED ON SURFACE FEATURES. ACTUAL LOCATION MAY VARY. I CONFIRM THAT THE LOCATIONS, ELEVATIONS, DEPTHS, AND AS -BUILT COMMENTS REFLECTING MATERIALS ACTUALLLY USED DURING CONSTRUCTION, ACCURATELY REFLECTS EXISTING FIELD CONDITIONS AS DETERMINED BY ME OR nNDER MY DIRECT SUPERVISION. 8627 NE 180th St. A N � T � Y BOTHELL, WA 98011 SUNRCIGE TOWN'HOMES 91 CLIENT: IIS A D R"A D � N PHONE. (206) 303-7639 V Y PROPERTIES L L C E N G I N E E R I N G FAX: (425) 486-0267 VLADIMIR DROFIAK EMAIL: benanste @ Uno.com 15012 SE 253RD PLACE y COVINGTON, WA 98042 PLAIN (C) CMMJ L'MW J I 0 I 0 W PERMEABLE PAVEMENT NOTES: 1. ONE OF THE FOLLOWING TYPES OF PERMEABLE PAVEMENT MUST BE USED • POROUS CONCRETE • POROUS ASPHALTIC • PERMEABLE PAVERS • MODULAR GRID PAVEMENT • GRASSED MODULAR GRID PAVEMENT 2. PERMEABLE PAVEMENTS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS, EXCEPT WHEN SUCH SPECIFICATIONS ARE LESS STRINGENT THAN THOSE SET FORTH IN SECTIONS C.2.6.2 THROUGH C.2.6.6. OF APPENDIX C OF THE 2005 KING COUNTY SURFACE WATER DESIGN MANUAL. 3. PERMEABLE PAVEMENTS SHALL NOT BE PLACED ON SLOPES STEEPER THAT 10%. MAINTENANCE INSTRUCTIONS FOR NON -VEGETATED PERMEABLE PAVEMENT YOUR PROPERTY CONTAINS A STORMWATER MANAGEMENT FLOW CONTROL BMP (BEST MANAGEMENT PRACTICE) CALLED "PERMEABLE PAVEMENT," WHICH WAS INSTALLED TO MINIMIZE THE STORMWATER QUANTITY AND QUALITY IMPACTS OF SOME OR ALL OF THE PAVED SURFACES ON YOUR PROPERTY. PERMEABLE PAVEMENTS REDUCE THE AMOUNT OF RAINFALL THAT BECOMES RUNOFF BY ALLOWING WATER TO SEEP THROUGH THE PAVEMENT INTO A FREE -DRAINING GRAVEL OR SAND BED, WHERE IT CAN BE INFILTRATED INTO THE GROUND. THE TYPE OF PERMEABLE PAVEMENT USED ON YOUR PROPERTY MAY BE ONE OF THE FOLLOWING: POROUS CONCRETE, POROUS ASPHALTIC CONCRETE, PERMEABLE PAVERS OR MODULAR GRID PAVEMENT. THE AREA COVERED BY PERMEABLE PAVEMENT AS DEPICTED BY THE FLOW CONTROL BMP SITE PLAN AND DESIGN DETAILS MUST BE MAINTAINED AS PERMEABLE PAVEMENT AND MAY NOT BE CHANGED WITHOUT WRITTEN APPROVAL EITHER FROM THE KING COUNTY WATER AND LAND RESOURCES DIVISION OR THROUGH A FUTURE DEVELOPMENT PERMIT FROM KING COUNTY. PERMEABLE PAVEMENTS MUST BE INSPECTED AFTER ONE MAJOR STORM EACH YEAR TO MAKE SURE IT IS WORKING PROPERLY. PROLONGED PONDING OR STANDING WATER ON THE PAVEMENT SURFACE IS A SIGN THAT THE SYSTEM IS DEFECTIVE AND MAY NEED TO BE REPLACED. IF THIS OCCURS, CONTACT THE PAVEMENT INSTALLER OR THE KING COUNTY WATER AND LAND RESOURCES DIVISION FOR FURTHER INSTRUCTIONS. A TYPICAL PERMEABLE PAVEMENT SYSTEM HAS A LIFE EXPECTANCY OF APPROXIMATELY 25 -YEARS. TO HELP EXTEND THE USEFUL LIFE OF THE SYSTEM, THE SURFACE OF THE PERMEABLE PAVEMENT SHOULD BE KEPT CLEAN AND FREE OF LEAVES, DEBRIS, AND SEDIMENT THROUGH REGULAR SWEEPING OR VACUUM SWEEPING. THE OWNER IS RESPONSIBLE FOR THE REPAIR OF ALL RUTS, DEFORMATION, AND/OR BROKEN PAVING UNITS. MAINTENANCE INSTRUCTIONS FOR VEGETATED PER EAGLE PAVEAENT YOUR PROPERTY CONTAINS A STORMWATER MANAGEMENT FLOW CONTROL BMP (BEST MANAGEMENT PRACTICE) CALLED "GRASSED MODULAR GRID PAVEMENT," WHICH WAS INSTALLED TO MINIMIZE THE STORMWATER QUANTITY AND QUALITY IMPACTS OF SOME OR ALL OF THE PAVED SURFACES ON YOUR PROPERTY. GRASS MODULAR GRID PAVEMENT HAS THE RUNOFF CHARACTERISTICS OF A LAWN WHILE PROVIDING THE WEIGHT-BEARING CAPACITY OF CONCRETE PAVEMENT. THE GRASSED SURFACE NOT ONLY MINIMIZES RUNOFF QUANTITY, IT HELPS TO FILTER POLLUTANTS GENERATED BY VEHICULAR USE OF THE SURFACE. THE COMPOSITION AND AREA OF GRASSED MODULAR GRID PAVEMENT AS DEPICTED BY THE FLOW CONTROL BMP SITE PLAN AND DESIGN DETAILS MUST BE MAINTAINED AND MAY NOT BE CHANGED WITHOUT WRITTEN APPROVAL EITHER FROM THE KING COUNTY WATER AND LAND RESOURCES DIVISION OR THROUGH A FUTURE DEVELOPMENT PERMIT FROM KING COUNTY. GRASSED MODULAR GRID PAVEMENT MUST BE INSPECTED AFTER ONE MAJOR STORM EACH YEAR TO MAKE SURE IT IS WORKING PROPERLY. PROLONGED PONDING OR STANDING WATER ON THE PAVEMENT SURFACE IS A SIGN THAT THE SYSTEM IS DEFECTIVE AND MAY NEED TO BE REPLACED. IF THIS OCCURS, CONTACT THE PAVEMENT INSTALLER OR THE KING COUNTY WATER AND LAND RESOURCES DIVISION FOR FURTHER INSTRUCTIONS. THE GRASSED SURFACE OF PORTION 0�= SE 1/4, SW l/4, SSC. 28, T -23N, R-5�, W_M_ KING COUNTY DESIGN MANUAL: C.2.6.2 POROUS CONCRETE POROUS CONCRETE CONSISTS OF A MIX OF AGGREGATE, CEMENT PASTE, WATER AND ADMIXTURES, BUT CONTAINS LESS FINE AGGREGATE THAN CONVENTIONAL CONCRETE. VOIDS IN THE HARDENED CONCRETE ALLOW WATER TO DRAIN THROUGH THE SURFACE INTO THE SUBGRADE. USES: SIDEWALKS, PATIOS. PARKING AREAS, AND DRIVEWAYS. DESIGN SPECIFICATIONS 1. A MINIMUM OF 6 INCHES OF FREE -DRAINING SAND OR GRAVEL BASE IS REQUIRED UNDER THE POROUS CONCRETE SURFACE. C.2.6 PERMEABLE PAVEMENT 2009 SURFACE WATER DESIGN MANUAL - APPENDIX C 1!9%2009 C-65 2. THE FREE -DRAINING BASE SHALL HAVE LESS THAN 5 % FINES (MATERIAL PASSING THE #200 SIEVE) BASED ON THE FRACTION PASSING THE #4 SIEVE. 3. THE POROUS CONCRETE PAVEMENT SHALL BE PERMEABLE ENOUGH TO ABSORB WATER AT A MINIMUM RATE OF 10 INCHES PER HOUR IMMEDIATELY AFTER THE PAVEMENT SURFACE HAS BEEN WETTED CONTINUOUSLY FOR AT LEAST 10 MINUTES. COMPLIANCE WITH THIS MINIMUM RATE SHALL BE CHECKED PRIOR TO CONSTRUCTION APPROVAL OF THE PAVEMENT. COMPLIANCE MAY BE CHECKED USING A SIMPLE BUCKET TEST IN WHICH 5 GALLONS OF WATER ARE POURED ONTO THE PAVEMENT SURFACE ALL AT ONCE FROM A 5 -GALLON BUCKET. IF NOTHING BUT A SCANT AMOUNT OF WATER PUDDLES OR RUNS OFF THE SURFACE, THEN THE PAVEMENT IS CONSIDERED TO MEET THE MINIMUM RATE OF ABSORPTION. IF THIS TEST IS NOT CONCLUSIVE, THEN A 6 -INCH RING SEALED AT THE BASE TO THE PAVEMENT SURFACE SHALL BE USED TO MEASURE THE ACTUAL RATE OF ABSORPTION. 4. POROUS CONCRETE SIDEWALKS PLACED IN COUNTY ROAD RIGHT-OF-WAY (NOTE THAT A ROAD VARIANCE IS REQUIRED FOR SUCH PLACEMENT) OR ON PRIVATE PROPERTY SUBJECT TO VEHICLE LOADING SHALL BE A MINIMUM OF 5 INCHES THICK AND SHALL HAVE A MINIMUM 28 -DAY COMPRESSIVE STRENGTH OF 3000 PSI. 5. SIDEWALKS AND PATIOS ON PRIVATE PROPERTY NOT SUBJECT TO VEHICLES SHALL BE A MINIMUM OF 4 INCHES THICK AND SHOULD HAVE A MINIMUM 28 -DAY COMPRESSIVE STRENGTH OF 2000 PSI. C.2.6.3 POROUS ASPHALTIC CONCRETE POROUS ASPHALTIC CONCRETE USES A MIX THAT CONTAINS LESS FINE AGGREGATE THAN CONVENTIONAL ASPHALTIC CONCRETE. VCiDS IN THE PAVEMENT ALLOW WATER TO DRAIN THROUGH THE SURFACE INTO THE SUBGRADE. USES: SIDEWALKS, PATIOS, PARKING AREAS, AND DRIVEWAYS. DESIGN SPECIFICATIONS SAME AS FOR POROUS CONCRETE, EXCEPT THAT THE COMPRESSIVE STRENGTH SPECIFICATIONS DO NOT APPLY AND THE PAVEMENT SECTION SHALL BE AS NEEDED TO PROVIDE A SERVICE LIFE EQUIVALENT TO CONVENTIONAL ASPHALTIC CONCRETE. I APARTMENTS ----------- APARTMENTS j l EMAIL BOX! l i . BLDG I ; POWE�L! f� / AUL./�1�11/l11%/ OWER ANSFORMER ,_z 1/l11 -1111/ ��11 / ' -------SPLIT-FACE ;� I�/// GRAPHIC SCALE 20 0 10 20 40 t--- - ----- - ( IN FEET ) 1 inch = 20 ft. ASPHALT UMP THE PAVEMENT MUST BE REGULARLY MOWED AND MAINTAINED IN A GOOD E 1 CBI CONDITION. BARE SPOTS MUST BE REPLANTED IN THE SPRING OR FALL. =�5f 5 9( 5.0� 1'•\ A TI 1L A BENCHMARKS C.O.R. BENCHMARK No.1969 I ELEV. = 398.251 NAIL IN TOP OF METAL PIPE IN CASE AT X-ING SE 176TH ST AND BONNEVILLE POWER LINE KC BENCHMARK REFPT 3876 ELEV. = 397.689 ALUMINUM DISK SET FLUSH WITH CONIC WALK AT SOUTH SIDE OF PETROVITSKY RD. N. OF HOUSE No. 12325 CHECKED FOR COMPLIANCE TO CITY STANDARDS "REViSIONS� N0. DATE 1 05/14/14 2 04/07/15 3 08/13/15 4 04/09/18 3 3(30. LF, 8"I Ry@} O.6(3.41)%-`- DESIGN(TYP)J Vr AS-BUILT(TYP) , L--CET-ENTION VAULT GRA\�_ACCESS �39&_"� l� OHP ------ OHP _- s -- �<-- -r-- ------ -- - -- -- --- Ir--ii - ---- - T -- ---- - --- 59. ---r--- 4 < < S < < RIM=390.56 RIM=390.04 \ N IE(8"N)=379.36 w IE(8"W)=379.35 - - - - -- ' E 8 S =;'3_79. 2 9 MR-TYP p I)RIM=390.16 IE(S)=385.76 i IE(E N)=386.0 "- `X. DRIVEWA`! APPROACIH - -OR TH PROPOSE APARTM4 - - - LEGEND 0 SANITARY SEWER MANHOLE �❑ - ® o p -- LEGEND 0 SANITARY SEWER MANHOLE �❑ STORM DRAIN MANHOLE ® STORM DRAIN CATCH BASIN --� EX. CULVERT ❑® POWER TRANSFORMER CABLE TV RISER �- UTILITY POLE ANCHOR -0- UTILITY POLE POWER POLE WITH DROP POWER POLE WITH DROP&TBOX POWER POLE WITH DROP&LIGHT -OH P- OVERHEAD POVER = EXISTING SIGN ❑ TELEPHONE RISER o MAIL BOX C£ FIRE HYDRANT ® WATER METER �Q WATER VALVE ____I3 E3 WOOD FENCE (WDF) i- ':, 4„ aVFEI<tC+i- BRAN) f4i�QOTi14 ` .. r.. r .................... V Ns. t fYP) --T.-.'.......'.77'.77.' • �. . .. t Rmc. TO £�9i M- T€ ! P I#8. F 96; 7 ..... ., 2• ' ' `� �r .. ...���� -x-X CHAIN LINK FENCE (CLF) 7.3 PROPOSED ; `., CXD00 EX. ROCKERY ?" WATER BUILDING 1 FF S B 397 3 / 4" PVC ROOF-PRAIN LINE ABOVE ` s EX. PAVLMENT ��► METER (TYP.) �C/? 4" PVC FRENCH -DRAIN AT FOOTING UNIT 1B UNIT 1C UNIT 1D.,' , ( o DRAIN TO STORM SYSTEM - SEE ARCH PLANS 1A UNIT �' � EX. GRAVEL X96 N-10.5(5.5)LF 8" CPEP(8" PVC 944(0)% I i 20' FRONT YARD BSBL INSTALL NEW TYPE 1 _CS --59 EX. CONCRETE RIM 394. ?(394.45} xS5 -- -- - - - IE 391.0 NZI)NW EL 97.5 IE (39k5)S OP OF BOARD g =� 11JR�AIN a _ _ /--EX. 5' - 8" DI CULVERT- REPLACE WITH 252"DI 0 4.5% - - _ -- - IE= 392 2 „ 2'(21)-12"DI 0 4.5(10)%� ALDER y B TTOM EL 394. ;, / CB TYPE I - - RIM=392.30 NEW PERVIOUS PAVEMENT _T aftPOWER IE(N)=3W.85 SEE NOTES AND SPECIFICATIONS SHEET 3 7 34LF S _ VAULT _ 1' BERM EL=396. -- 3. L 8 DI 0 5.7% f EXISTING NEW PERVIOUS CONCRETE .._. - -0 -- - ---- FIRE HYDRANT E CB TYPE -L LIDS VED SEE NOTES AND SPECIFICATIONS SHEET 3 )i'ATER, MAEINS , EWA �C IE(S,W,E)T389:3� '' E _ EX.' $IDEWA�LK . BOOS 'CREEK - - -- - - DRIVEWAY < .;.� __ _��1T � ..ALK EX. DR - - -- 9LF 12" CMP0 1.72% 1 7.5LF 12" ®1.8 � 9.5' D D;CATION O PUBIC FOR RIGHT OF WAY CB TYPE I LI RIM -3T 89 gI lt'VAT�R MAIN I t RIM=393.79 IE(N)=386.42 APROXM. IE(W)=390.71 IE(S)=386 31 LOCA! - _ - - - - I - ---- - - - - -- N88 40 51 E --- - N88'40'51"E �� S.E. PETROVITSKYRC�AD _ _ _ _. SID ZE SA, 5LF 1� E < p SDMH TYPE II DMH TYPE II DMH FLOW CONTROL MH RIM=390.26 IM=391.86 RIM=390.72 IE(SW)=384.61 IE(W)=381.27 36" IE(N,SE)=385.17 IE(NE)=384.47 OVERFLOW=386.38 18" NOTE: CALL PREPARED BY _.. OHPP_. \SDCB RIM=389.79 -800-424-5555 BEFORE YOU DIG 8627 NE 180th St. A N S T E Y BOTHELL, WA 98011 PHONE: (206) 303-7639 ENGINEERING FAX: (425) 486-0267 EMAIL: benanstey@juno.com - --- -- ---- R-383609 _ � N --ASI-BUILT SET UNDERGROUND PIPE LOCATION BASED ON SURFACE FEATURES. ACTUAL LOCATION MAY VARY. I CONFIRM THAT THE LOCATIONS, ELEVATIONS, DEPTHS, AND AS -BUILT COMMENTS REFLECTING NokTERIALS ACTUALLLY USED DURING CONSTRUCTION, ACCURATELY REFLECTS EXISTING FIELD CONDITIONS AS DETERMINED BY ME OR UNDER MY DIRECT SUPERVISION. BURIED UTILITIES IN AREA CALL BEFORE YOU DIG 1 -800-424-5555 EXISTING UTILITIES SHOWN ARE FROM THE BEST AVAILABLE INFORMATION AND NO GUARANTEE IS MADE AS TO THE EXACT SIZE, TYPE, LOCATION OR DEPTH. SHEET TITLE M 00 C'0) I C) I r) W ` 1 N N SITE INFORMATION: OWNER/ DEVELOPER ENGINEER: SURVEYOR: PARCEL No.: PARCEL Address.: V Y PROPERTIES L L C VLADIMIR DROFYAK 15012 SE 253RD PLACE COVINGTON, WA 98042 206-351-9289 EX. CULVERT ANSTEY ENGINEERING 8627 NE 180TH ST. BOTHEL, WA 98011 206-303-7639 UTILITY POLE ANCHOR GEODETIC SURVEYING SERVICES P.O. BOX 3488 RENTON, WA 98056 425-299-1739 POWER POLE WITH DROP&LIGHT 073900-0055 12228 SE Petrovitsky Rd., Renton, 98058 CHECKED FOR COMPLIANCE TO CITY STANDARDS REVISIONS NO. DATE REVISIONS 1 05/14/14 COMMENTS REVISIONS 2 04/07/15 VARIANCE REVISIONS 3 08/15/15 DRAINAGE REVISIONS 4 04/09/18 AS—BUILTS C ni'v�' RL RL BA RL BA RL RV PORTION OF= SE 1/4, SW 1/47 SEC_ 28, " T -23N7 FI -5E, W -M_ BUILDING COVERAGE CALCS: 19,889 S.F. TOTAL LOT AREA 6,263 S.F. BUILDING FOOTPRINT 31.5% BUILDING COVERAGE IMPERVIOUS SURFACE: 19,889 S.F. TOTAL LOT AREA 6,263 S.F. BUILDING 3,591 S.F. NEW PARKING PAVEMENT 9,854.4 S.F. TOTAL IMPERVIOUS 49.5% TOTAL IMPERVIOUS COVERAGE 8,293 SF LANDSCAPED AREA = 41.7% 1,741.6 S.F. SIDEWALK & PARKING (PERVIOUS PAVERS) APARTMENTS BENCHMARKS C.O.R. BENCHMARK No.1969 ELEV. = 398.251 NAIL IN TOP OF METAL PIPE IN CASE AT X-ING SE 176TH ST AND BONNEVILLE POWER LINE KC BENCHMARK REFPT 3876 ELEV. = 397.689 ALUMINUM DISK SET FLUSH WITH CONC WALK n 39.0 8" DI r PVC - OHP -- - --5� - ----T--ss 4. ----- -- ss -� ----r-�ss - .-' ----- 5�---- �- < z - --- --- r uu n_77 ro TVDC I RIM=390.72 v� IE(W)=381.27 36" IE(NE)=384.47 OVERFLOW=386.38 18" RIM=.59U.2b IE(SW)=384.61 IE(N,SE)=385.17 NOTES: ** AFTER EACH SECTION HAS APPROVED THE PROPOSED CONSTRUCTION, THE REQUIRED PERMITS WILL BE ISSUED AND THE BUILDER'S COPY OF THE APPROVED PLAN TURNED OVER TO THE APPLICANT. THE BUILDER'S COPY MUST BE AVAILABLE TO INSPECTORS AT THE JOB SITE AT ALL TIMES. ** SEPARATE PERMITS ARE REQUIRED FOR, BUT NOT LIMITED TO, PLUMBING, ELECTRICAL, SEPTIC TANKS, SIGNS. REFRIGERATION EQUIPMENT, SEWER HOOK-UPS AND OFF-SITE IMPROVEMENTS, SUCH AS SIDEWALKS, CURBS AND GUTTERS, WATER MAINS, CURB CUTS FOR DRIVEWAYS, STORM DRAINAGE, STREET LIGHTING AND STREET SIGNS. ** THE BUILDING INSPECTION/PERMITS SECTION WILL BE RESPONSIBLE FOR THE INSPECTION AND ENFORCEMENT OF REQUIREMENTS OF BUILDING, PLUMBING, HEATING, ELECTRICAL, OCCUPANCY, FIRE RESISTIVE CONSTRUCTION, PARKING, SIGNS AND ANY OTHER BUILDING REQUIREMENTS NOT SPECIFICALLY PROVIDED FOR BELOW. ** THE FIRE DEPARTMENT WILL BE RESPONSIBLE FOR THE INSPECTION AND ENFORCEMENT OF REQUIREMENTS FOR FIRE ALARM SYSTEMS, FIRE EXTINGUISHING SYSTEMS, FIRE HYDRANTS, FIRE LANE ACCESS AND FIRE EXITS. ** THE PUBLIC WORKS INSPECTION/PERMITS SECTION WILL BE RESPONSIBLE FOR THE INSPECTION AND ENFORCEMENT OF REQUIREMENTS FOR GRADE AND DRAINAGE, CURBS, GUTTERS, SIDEWALKS, ACCESS AND EGRESS FROM PARKING AREAS, WATER SERVICE, SANITARY SEWERS, SIDE SEWERS, STORM DRAINAGE, STREET LIGHTING, AND STREET SIGNS. ** A CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL ALL DEPARTMENTS HAVE GIVEN FINAL APPROVAL. 0 N GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) 1 inch = 20 ft. 394.85 392.2 391.95 m SITE r a' a' SE V2nd scree L MAP N.T.S. ���T'kTjTy N A SANT Y ❑(� STORM DRAIN MANHOLE ® STORM DRAIN CATCH BASIN - EX. CULVERT ❑® POWER TRANSFORMER M CABLE TV RISER E-- UTILITY POLE ANCHOR -0- UTILITY POLE POWER POLE WITH DROP C POWER POLE WITH DROP&TBOX POWER POLE WITH DROP&LIGHT -OHP- OVERHEAD POVER EXISTING SIGN ❑ TELEPHONE RISER - MAIL BOX FIRE HYDRANT ® WATER METER pQ WATER VALVE —o WOOD FENCE (WDF) —x—x— CHAIN LINK FENCE (CLF) CID00 EX. ROCKERY " a - EX. PAVEMENT EX. GRAVEL EX. CONCRETE 10 ALDER CB TYPE I 'RIM=392.30 IE(N)=389.85 - 3. L 8" DI ®5.7% - REMOVED S-383602 0 CB TYPE I, LID RE HYDRANT --. - 71E(�S,W,E) �3<-389.47 EX5 SIDEWALK < W-383602 1 CMP 0 1.72 ON 0 PUBS '' _SD� IT 0' WAY N S T CB TYPE I u ENG aeA RIM=393.79 I NEER IE(W)=390.71 - -- -_-_ - -- - -- - -- - N 88'40' 51 "F NOTE: CALL I-800-424-5555 BEFORE YOU DIG LXAGT SlZt� Fua�� NE ,aou, St. - - _ � �,�,, PROJECT: Sl_�RRI E'GF TOWN''OMES tsU i htLL, uvH you i i PHONE: (206) 303-7639 FAX: (425) 486-0267 EMAIL: benanstey@juno.com CLIENT: V Y PROPERTIES L L C VLADIMIR DROFIAK 15012 SE 253RD PLACE COVINGTON, WA 98042 206-351-9289 R-38361 0 AS -BUILT SET UNDERGROUND PIPE LOCATION BASED ON SURFACE FEATURES. ACTUAL LOCATION MAY VARY. I CONFIRM THAT THE LOCATIONS, ELEVATIONS, DEPTHS, AND AS -BUILT COMMENTS REFLECTING MATERIALS ACTUALLLY USED DURING CONSTRUCTION, ACCURATELY REFLECTS EXISTING FIELD CONDRIONS AS DETERMINED BY ME OR UNDER MY DIRECT SUPERVISION ON THIS DATE: 9570 rr 3V""� rV4L Law GEODETIC SURVEYING SERVICES P.O. BOX 133 MUKILTEO, WA 98275-0133 PHONE: (425) 299-1739 SHEET TITLE P. ANS [DRAWNEBY / 13 WAS y r 20' oE UT�LMES PLAN "' -51 20614 Q �� ALTEE�.08/15/15 6 N S T E Y ENG aeA I NEER ING tsU i htLL, uvH you i i PHONE: (206) 303-7639 FAX: (425) 486-0267 EMAIL: benanstey@juno.com CLIENT: V Y PROPERTIES L L C VLADIMIR DROFIAK 15012 SE 253RD PLACE COVINGTON, WA 98042 206-351-9289 R-38361 0 AS -BUILT SET UNDERGROUND PIPE LOCATION BASED ON SURFACE FEATURES. ACTUAL LOCATION MAY VARY. I CONFIRM THAT THE LOCATIONS, ELEVATIONS, DEPTHS, AND AS -BUILT COMMENTS REFLECTING MATERIALS ACTUALLLY USED DURING CONSTRUCTION, ACCURATELY REFLECTS EXISTING FIELD CONDRIONS AS DETERMINED BY ME OR UNDER MY DIRECT SUPERVISION ON THIS DATE: 9570 rr 3V""� rV4L Law GEODETIC SURVEYING SERVICES P.O. BOX 133 MUKILTEO, WA 98275-0133 PHONE: (425) 299-1739 SHEET TITLE P. ANS [DRAWNEBY / 13 WAS y r 20' oE UT�LMES PLAN "' -51 20614 Q �� ALTEE�.08/15/15 6 FPOSION,/SFDIMFNTATION CONTROL NOTES MAINTENANCE STANDARDS SANITARY SEWER MANHOLE NOTE: FILTER FABRIC FENCES SHALL BE STORM DRAIN MANHOLE MAINTAINED AS NECESSARY TO ENSURE THEIR CONTINUED FUNCTIONING AND OPERATION STORM DRAIN CATCH BASIN JOINTS IN FILTER FABRIC SHALL SPLICED 7. TEMPORARY EROSION CONTROL SEED MIX COMPACTION REQUIREMENT 1. APPROVAL OF THIS TEMPORARY EROSION/SEDIMENTATION CONTROL PLAN (TESCP) DOES NOT AT POSTS. USE STAPLES, WIRE RINGS, OR 2"x2" BY 14 Ga. WIRE OR 1. ANY DAMAGE SHALL BE REPAIRED IMMEDIATELY. WITH THE APPROVED TESCP METHODS (E.G. SEEDING, MULCHING. NETTING, EROSION BLANKETS, 1. SCHEDULE A PRE -CONSTRUCTION CONFERENCE. I ETC,) GRASS SEEDING ALONE WILL BE ACCEPTABLE ONLY DURING THE MONTHS OF APRIL CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN (E.G. SIZE AND LOCATION EQUIVALENT TO ATTACH FABRIC TO POSTS. EQUIVALENT, IF STANDARD POWER POLE WITH DROP&LIGHT -OHP- 2. IF CONCENTRATED FLOWS ARE EVIDENT UPHILL OF THE FENCE, THEY MUST 2. %WEIGHT %PURITY %GERMINATION SUBGRADE SHALL BE COMPACTED IN THE TOP 0.50' TO 95% FLAG CLEARING LIMITS. OF ROADS, PIPES, RESTRICTORS. CHANNELS, RETENTION FACILITIES. UTILITIES, ETC) STRENGTH FABRIC USED ® WATER METER BE INTERCEPTED AND CONVEYED TOA SEDIMENT TRAP OR POND. CHEWINGS OR RED FESQUE 40 98 90 OF ASTM 1557 FOR A CUT SECTION. 2. THE IMPLEMENTATION OF THESE TESCP AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT EX. ROCKERY ONCE A MONTH OR WITHIN 49 HOURS FOLLOWING A STORM EVENT AND AS THE CITY DEEMS EX. PAVEMENT EX. GRAVEL NECESSARY. 5. INSTALL UTILITIES AND STORM DRAINAGE FACILITIES. PROVIDE CATCH BASIN INLET FIR TREE IF THE UNDERLYING SUBGRADE IS T00 SOFT TO PERMIT AND UPGRADING OF THESE TESCP FACILITIES IS THE RESPONSIBILITY OF THE ;; AT NO TIME SHALL MORE THAN ONE (1) FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A 3. IT IS IMPORTANT TO CHECK THE UPHILL SIDE OF THE FENCE FOR SIGNS OF ANNUAL OR PERENNIAL RYE 40 98 90 COMPACTION OF THE UPPER 6"LAYER, APPLICANT/CONTRACTOR UNTIL ALL CONSTRUC110N IS APPROVED. FILTER FABRIC- DOWNSTREAM SYSTEM. Z THE FENCE CLOGGING AND ACTING AS A BARRIER TO FLOW AND THEN CAUSING FINISH GRADE & PAVE PER PLANS. 11. STABILIZED CONSTRUCTION ENTRANCES AND WASH PADS PER CITY STANDARDS, SHALL BE 8. THE CONTRACTOR SHALL LOOSEN (OR EXCAVATE AND REMOVE), INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE CHANNELIZATION OF FLOWS PARALLEL TO THE FENCE. IF THIS OCCURS, REDTOP OR COLONIAL BENTGRASS 10 92 85 AND COMPACT THE SUBGRADE 3. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY FLAGGED INN 12. DURING THE TIME PERIOD OF NOVEMBER 1 THROUGH MARCH 31ST, ALL PROJECT DISTURBED AREAS 10. INSTALL LANDSCAPING. REPLACE THE FENCE AND/OR REMOVE THE TRAPPED SEDIMENT. THAT ARC TO BE LEFT UNWORKED FOR MORE THAN TWO (2) DAYS SHALL BE COVERED BY 11. UPON FINAL SITE STABILIZATION, CLEAN SITE AND REMOVE REMAINING EROSION AND UNTIL THE TOP LAYER CAN MEET COMPACTION REQUIREMENTS. THE FIELD 13. ANY PERMANENT RETENTION DETENTION FACILITY USED AS A TEMPORARY SETTLING BASIN SHALL HE MODIFIED WITH THE NECESSARY EROSION CONTROL MEASURES AND SHALL PROVIDE STANDARD STRENGTH ADEQUATE STORAGE CAPACITY AND SHALL BE CLEANED OUT ENTIRELY WITH PROPER PRIOR TO CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE DISCHARGE OF WASTEWATER (I.E. SANITARY DISCHARGE). IF THE PERMANENT FACILITY IS TO 4. SEDIMENT MUST BE REMOVED WHEN THE SEDIMENT IS 6" HIGH. WHITE DUTCH CLOVER 10 98 90 FLAGGED 14. WHERE SEEDING FOR TEMPORARY EROSION CONTROL IS REQUIRED, FAST GERMINATING GRASSES \y pin 0 4 /�\� SHALL BE APPLIED AT AN APPROPRIATE (E.G. ANNUAL OR PERENNIAL RYE APPLIED AT D e / D d \� CLEARING LIMITS SHALL BE PERMITTED. THE FLAGGING SHALL BE MAINTAINED BY THE APPROXIMATELY 80 POUNDS PER ACRE). \\ 5. IF THE FILTER FABRIC HAS DETERIORATED DUE TO ULTRAVIOLET BREAKDOWN, APPLICATION RATE 120 LB/ACRE 15. APPLICANT/CONTRACTOR FOR THE DURATION OF THE CONSTRUCTION._ Z IT SHALL BE REPLACED. 16. AS CONSTRUCTION PROGRESSES AND UNEXPECTED SEASONAL CONDITIONS DICTATE, AND AS THE 4. THE TESCP FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED PRIOR TO ALL CLEARING NO a i .I ,, ff / / CATCH BASIN II 1 - AND GRADING ACTIVITIES, AND IN SUCH A MANNER TO INSURE THAT SEDIMENT LADEN WATER / / 19, CN DOES NOT PKITM THE DRAINAGE SYSTEM OR VIO AT APP - L E LICABLE WATER STANDARDS. 6' MAX. MINIMUM 4"x4" TRENCH' 5. THE TESCP FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR BACKFILL TRENCH WITH ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD. THESE TESCP FACILITIES POST SPACING MAY BE INCREASED NATIVE SOIL OR 3/4"-1.5" SHALL BE UPGRADED (E.G. ADDITIONAL SUMPS, RELOCATION OF DITCHES AND SILT FENCES, TO 8' IF WIRE BACKING IS USED WASHED GRAVEL ETC.) AS NEEDED FOR UNEXPECTED STORM EVENTS AND AS THE CITY REQUIRES 2"x4" WOOD POSTS, STEEL FENCE POSTS, REBAR, OR EQUIVALENT 6. THE TESCP FACILITIES SHALL BE INSPECTED DAILY BY THE APPLICANT/CONTRACTOR AND SANITARY SEWER MANHOLE NOTE: FILTER FABRIC FENCES SHALL BE STORM DRAIN MANHOLE MAINTAINED AS NECESSARY TO ENSURE THEIR CONTINUED FUNCTIONING AND OPERATION STORM DRAIN CATCH BASIN INSTALLED ALONG CONTOUR WHENEVER POSSIBLE 7. ANY AREA STRIPPED OF VEGETATION. INCLUDING ROADWAY EMBANKMENTS, WHERE NO FURTHER CONSTRUCTION SEQUENCE F Tl IS ANTICIPATED FOR A PERIOD OF TWO (T2) DAYS, SHALL BE IMMEDIATELY STABILIZED E UTILITY POLE ANCHOR � WITH THE APPROVED TESCP METHODS (E.G. SEEDING, MULCHING. NETTING, EROSION BLANKETS, 1. SCHEDULE A PRE -CONSTRUCTION CONFERENCE. I ETC,) GRASS SEEDING ALONE WILL BE ACCEPTABLE ONLY DURING THE MONTHS OF APRIL POWER POLE WITH DROP&LIGHT -OHP- THROUGH OCTOBER INCLUSIVE. 2. INSTALL SILT FENCE AND CONSTRUCTION ENTRANCE. 8. ANY AREA NEEDING TESCP MEASURE, NOT REQUIRING IMMEDIATE ATTENTION. SHALL BE 3. FLAG CLEARING LIMITS. ADDRESSED WITHIN FIFTEEN (15) DAYS. ® WATER METER �Q WATER VALVE 4. CLEAR AND GRADE SITE WITHIN CLEARING LIMITS. INSTALL ROCKERIES PER PLAN AND 9. THE TESCP FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF DETAIL. EX. ROCKERY ONCE A MONTH OR WITHIN 49 HOURS FOLLOWING A STORM EVENT AND AS THE CITY DEEMS EX. PAVEMENT EX. GRAVEL NECESSARY. 5. INSTALL UTILITIES AND STORM DRAINAGE FACILITIES. PROVIDE CATCH BASIN INLET FIR TREE PROTECTION. 10. AT NO TIME SHALL MORE THAN ONE (1) FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO 6. BEGIN BUILDING CONSTRUCTION. PAVING THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT LADEN WATER INTO THE DOWNSTREAM SYSTEM. 7. FINISH GRADE & PAVE PER PLANS. 11. STABILIZED CONSTRUCTION ENTRANCES AND WASH PADS PER CITY STANDARDS, SHALL BE 8. STABILIZE ALL DISTURBED AREAS. INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURE MAY BE REQUIRED TO INSURE THAT ALL PAVED AREAS ARE 9, FLUSH & CLEAN STORM DRAINAGE FACILITIES. KEPT CLEAN FOR THE DURATION OF THE PROJECT. 12. DURING THE TIME PERIOD OF NOVEMBER 1 THROUGH MARCH 31ST, ALL PROJECT DISTURBED AREAS 10. INSTALL LANDSCAPING. THAT ARC TO BE LEFT UNWORKED FOR MORE THAN TWO (2) DAYS SHALL BE COVERED BY 11. UPON FINAL SITE STABILIZATION, CLEAN SITE AND REMOVE REMAINING EROSION AND ONE OF THE FOLLOWING COVER MEASURES: MULCH. SODDING OR PLASTIC COVERING. SEDIMENTATION CONTROL MEASURES UPON SITE STABILIZATION. 13. ANY PERMANENT RETENTION DETENTION FACILITY USED AS A TEMPORARY SETTLING BASIN SHALL HE MODIFIED WITH THE NECESSARY EROSION CONTROL MEASURES AND SHALL PROVIDE STANDARD STRENGTH ADEQUATE STORAGE CAPACITY AND SHALL BE CLEANED OUT ENTIRELY WITH PROPER DISCHARGE OF WASTEWATER (I.E. SANITARY DISCHARGE). IF THE PERMANENT FACILITY IS TO FILTER FABRIC GRATE FUNCTION ULTIMATELY AS AN INFILTRATTON OR DISPERSION SYSTEM, THE FACILITY SHALL NOT BE USED AS A TEMPORARY SETTLING BASIN. 14. WHERE SEEDING FOR TEMPORARY EROSION CONTROL IS REQUIRED, FAST GERMINATING GRASSES \y pin 0 4 /�\� SHALL BE APPLIED AT AN APPROPRIATE (E.G. ANNUAL OR PERENNIAL RYE APPLIED AT D e / D d \� APPROXIMATELY 80 POUNDS PER ACRE). \\ 15. WHERE STRAW MULCH FOR TEMPORARY EROSION CONTROL IS REQUIRED, IT SHALL BE APPLIED AT A MINIMUM THICKNESS OF THREE (3) INCHES OR 3,000 LBS/ACRE. 16. AS CONSTRUCTION PROGRESSES AND UNEXPECTED SEASONAL CONDITIONS DICTATE, AND AS THE CITY REQUIRES THE PERMITTEE SHOULD ANTICIPATE THAT MORE TESCP MEASURES WILL BE CATCH BASIN SILT FENCE N.T.S. I 'MAIL 80X; ` BLDG � ; POWE y i 4 OWER -- ANSFORMER T \ r'=404` -A - SYS,T�M HEADS , EX SSMH > 1S RIM.=397,1-^\ to o WI NECESSARY TO PROTECT ADJACENT PROPERTIES AND ENSURE MINIMUM WATER QUALITY FOR SITE i N v p p d / / �` I04 RUNOFF, IT SHALL BE THE RESPONSIBILITY OF THE PERMITTEE TO ADDRESS DEFICIENT TESCP /\, ' " � d a CONDITIONS AND PROVIDE ADDITIONAL FACILITIES, OVER AN ABOVE MINIMUM REQUIREMENTS OUTLINED ON THE APPROVED PLANS. NOTE: ONLY TO BE USED WHERE PONDING OF WATER ABOVE pp_m' 17. FILTER FABRIC FENCE SHALL BE USED WHERE NOTED ON THE PLANS OR AS DIRECTED BY THE THE CATCH BASIN WILL NOT CAUSE TRAFFIC PROBLEMS AND CITY. (SEE STANDARD DETAIL AND INSTALLATION NOTES IN KCSWDM). WHERE OVERFLOW WILL NOT RESULT IN EROSION OF SLOPES. 1 MAINTENANCE STANDARDS: 1. ANY ACCUMULATED SEDIMENT ON OR AROUND THE FILTER FABRIC PROTECTION SHALL BE REMOVED IMMEDIATELY. SEDIMENT SHALL NOT BE REMOVED WITH WATER, AND ALL SEDIMENT as MUST BE DISPOSED OF AS FILL ON-SITE OR HAULED OFF-SITE. ROP° 2BASIN E�IS�1�G CATCH BASAN PROTECTION WILINTENANCE IS L AL. UNLIKE N FAIL SUDDENLY COMPY FORMS OLETELY IFNOTMA NTAINED PROPERLY._ TION /n P.-) RLI GRATE ASS FILTER FABRIC INLET PROTECTION a a � N. T.S. _ - o-� S9 a STABILIZED CONSTRUCTION ENTRANCE MAINTENANCE STANDARDS x <<{ r ° a 1. QUARRY SPALLS (OR HOG FUEL) SHALL BE ADDED IF THE PAD IS NO LONGER 277-1 ° IN ACCORDANCE MTH THE SPECIFICATIONS. 6 G ?9.36 _ w 2. IF THE ENTRANCE IS NOT PREVEN77NG SEDIMENT FROM BEING TRACKED 79.35 - R=25' a OF ONTO PAVEMENT, THEN ALTERNA77VE MEASURES TO KEEP THE STREETS FREE 79.29 (OPTIONAL) 2 VIN as P �P. OF SEDIMENT SHALL BE USED. THIS MAY INCLUDE STREET SWEEPING, AN O R INCREASE IN THE DIMENSIONS OF THE ENTRANCE, OR THE INSTALLA77ON OF A WHEEL WASH. IF WASHING IS USED, IT SHALL BE DONE ON AN AREA 4" 8" QUARRY SPALLSrOE F EGR� COVERED W7TH CRUSHED ROCK, AND WASH WATER SHALL DRAIN TO A 51 SEDIMENT TRAP OR POND. AS PER KING COUNTY ROAD STANDARDS, DRIVEWAYS SHALL BE PAINED TO THE EDGE 3. ANY SEDIMENT THAT IS TRACKED ONTO PAVEMENT SHALL BE REMOVED _ OF R -O -W PRIOR TO INSTALLATION OF THE IMMEDIATELY BY SWEEPING. THE SEDIMENT COLLECTED BY SWEEPING SHALL - CONSTRUCTION ENTRANCE TO AVOID BE REMOVED OR STABILIZED ON SITE. THE PAVEMENT SHALL NOT BE CLEANED 0 - APARTMENTS .6' 1 --_ Ono 1 v_:. - - J - - - - - - -- - _SILT F€N , oo ' \ h V- LIMIT OF CLEARING (TYP) (TYP) ------(SEE DETAIL 12' REAR- YARD_SHIE"� cD O) \"v, � ,�I /OD A c�. 20' X 50' CONSTRUCITON \\ (^ ENTRANCE I (SEE DETAIL THIS SHE i I I l a X % 14" i aUMiT F C LEARING(TYP) Lo CLEARING LIMIT Li / r Z jo '' ^^ w �°j pV/ O T� O% � SILT FENCE Im O `o \394 \ \ z o /�h � \\ \ O C A ___ ----J ' - 20' FRONT- -YARD BSBL - - � N �'?OVIDE CATCH BASIN' /- - - - - PROTECTION(TYPj �` SEE DETAIL rtHIS SHEET EL_� SS5 , i PROVIDE TEMPORARY PLUG. P OF BOARD I gg r „ DO NOT ALLOW WATER TO I ' - " 11 LF RkIN _DEN /fSEE DETAIL SHEET -2) ENTER INFILTRATION FACIUTY 1 _ - / UNTIL AFTER SITE HAS BEEN - BOTTOM EL. = 394.6s a i STABIUZED AND CLEANED. AS 34LF SSSS _4 EX. GAS / STUB POWER S VAULT 7- 4 _ __ _._- x -x -x -x -x -x -x Ll _ -- < 5 51DEWALK d9�tX. ��WA 4C EX. DRIVEWAY - ` k, 9a so _� "'"-I SD 9.5 DEDtCA ON 0 PUBLIC - / m v rOR RIGHT OF WAY D LEGEND S ® SANITARY SEWER MANHOLE 0 STORM DRAIN MANHOLE ® STORM DRAIN CATCH BASIN EX. CULVERT POWER TRANSFORMER F Tl CABLE TV RISER E UTILITY POLE ANCHOR � UTILITY POLE POWER POLE WITH DROP I POWER POLE WITH DROP&TBOX POWER POLE WITH DROP&LIGHT -OHP- OVERHEAD POVER T EXISTING SIGN ❑ TELEPHONE RISER o MAIL BOX FIRE HYDRANT ® WATER METER �Q WATER VALVE �a WOOD FENCE (WDF) -x-x- CHAIN LINK FENCE (CLF) C: C EX. ROCKERY EX. PAVEMENT EX. GRAVEL EX. CONCRETE FIR TREE CEDAR TREE ALDER w WADER MAiM s APROXM. to I-OCAT -- - - _- DRIVEWAY PORTION OF SIDEWALK ----- - - - --- --- -- '` N88.40'51 "E - -TO BE 3.AW.. Ct1T C1t1T AND - REPLACED WITH A NEW SIDEWALK ROAD DAMAGING OF THE ROADWAY BY WASHING DOWN 77-1E STREET, EXCEPT WHEN SWEEPING IS INEFFECTIVE AND � Pl=TRnVlTtq_KY__.._-- THERE IS A THREAT TO PUBLIC SAFETY. lF NECESSARY TO WASH THE - --- IT IS RECOMMENDED THAT THE STREETS, THE CONSTRUCTION OF A SMALL SUMP SHALL BE CONSIDERED. -- -- - - - - ENTRANCE BE CROWNED SO THAT THE SEDIMENT WOULD THEN BE WASHED INTO THE SUMP. go RUNOFF DRAINS OFF THE PAD -- 4. ANY QUARRY SPALLS THAT ARE LOOSENED FROM THE PAD AND END UP ON THE ROADWAY SHALL BE REMOVED IMMEDIATELY. GRAVEL CONS TRUC TION ENTRANCE - NOT TO SCALE 5. IF VEHICLES ARE ENTERING OR EXITING THE SITE AT POINTS OTHER THAN CHECKED FOR COMPLIANCE TO CITY STANDARDS THE CONSTRUCT70N ENTRANCE(S), FENCING (SEE SECT70N D.4.1) SHALL BE ti, ` 5 < 5 OHP OHP INSTALLED TO CONTROL TRAFFIC. -- - - a - - _oHp �- - QHP - - REVISIONS NO. I DATE REVISIONS COMMENTS REVISIONS NOTE: CALL I-800-424-5555 BEFORE YOU DIG PREPARED BY N88'40'51 "E _-- N) 5 < R-38361 1 GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) 1 inch = 20 ft. SHEET TITLE 8627 NE 180th St. �R 0 F � A K A �A�NT M E T A N S T E Y BOTHELL, WA 98011 �p PHONE: (206) 303-7639 CLIENT: T . � 'S.C. � VLADIMIR DROFIAK � V � ENGINEERING Fax: (425) 486-0267 15012 SE 253RD PLACE NOTES AND DETAILS EMAIL: benanstey@juno.com coviNCTON, wa 98042 BURIED UTILITIES IN AREA CALL BEFORE YOU DIG 1-800-424-5555 EXISTING UTIU71ES SHOWN ARE FROM THE BEST AVAILABLE INFORMATION AND NO GUARANTEE IS MADE AS TO THE EXACT SIZE, TYPE, LOCATION OR DEPTH. (c) L'MJ 00 L'0MJ I O I W SITE INFOHMATION: OWNER/ DEVELOPER V Y PROPERTIES L L C VLADIMIR DROFYAK 15012 SE 253RD PLACE COVINGTON, WA 98042 206-351-9289 ENGINEER: ANSTEY ENGINEERING EASEMENTS P 8627 NE 180TH ST. a SITE BOTHEL, WA 98011 S Petrovitsky 206-303-7639 SURVEYOR: GEODETIC SURVEYING SERVICES APPROVED P.O. BOX 3488 w co RENTON, WA 98056 425-299-1739 PARCEL No.: PARCEL Address.: 073900-0055 12228 SE PetroVtsky Rd., Renton, 98058 - EX. EASEMENT 30' UTILITIES EASEMENT REC. No. 8001180991 AND REC. No. 20070102001261 WATER EASEMENT REC. No. 20031117000627 INGRESS, EGRESS EASEMENT RELEASE REC. No. 20090811114303282 - PROPOSED EASEMENT PROPOSED WATER, SEWER AND UTILITIES EASEMENT - R -O -W DEDICATION 9.5' PROPOSED RIGHT-OF-WAY DEDICATION CHECKED FOR COMPLIANCE TO CITY STANDARDS REVISIONS NO. DATE REVISIONS BY APVD 1 05/30/14 COMMENTS REVISIONS RL 2 04/07/151 VARIANCE REVISIONS RL BA PORTION OF== SE 1/49 SW 1/41) SEC_ 28, T—.2 -3N7 Fi-5E�, W_M. NOTE: CALL REPA.RED BY S.E. PETROVITSKY ROAD 11 I-800-424-5555 BEFORE YOU DIG I� 10 DHIC SCALE 10 20 40 IN FEET ) ch = 20 ft. BURIED UTILITIES IN AREA CALL BEFORE YOU DIG 1-800-424-5555 EXISTING UTILITIES SHOWN ARE FROM THE BEST AVAILABLE INFORMATION AND NO GUARANTEE IS MADE AS TO THE EXACT SIZE, TYPE. LOCATION OR DEPTH. SHEET TITLE VICINITY MAP N.T.S. R-383612 8627 NE 180th St. A N S T E Y B 0TH E L L, WA 98011 PHONE. (206) 303-7639 EN G I N E E R I N G FAX : (425) 48 6- 0 2 6 7 EMAIL: benanste @*uno.c:om Y j m I; EASEMENTS P P��N P. AHS �a� �pF WAS l ��� o � .p 2%1C/S4 `rs'/�� o+vAL E 08/15/15 a SITE SCALE 1 „_20' S Petrovitsky Rd "" AE08-51 DRAWN BYY DRAWN APPROVED SHEET C6 of _6_ w co a a' a' SE 102nd Street VICINITY MAP N.T.S. R-383612 8627 NE 180th St. A N S T E Y B 0TH E L L, WA 98011 PHONE. (206) 303-7639 EN G I N E E R I N G FAX : (425) 48 6- 0 2 6 7 EMAIL: benanste @*uno.c:om Y j PROJECT: SN R� '� G E Tu`WNHOMES EASEMENTS P P��N P. AHS �a� �pF WAS l ��� o � .p 2%1C/S4 `rs'/�� o+vAL E 08/15/15 Da _ 12/30/13 SCALE 1 „_20' °WO SITE CLIENT: V Y PROPERTIES L L C VLADIMIR DROFIAK 1COVINGTON,S WA 80 2E 206-351-9289 "" AE08-51 DRAWN BYY DRAWN APPROVED SHEET C6 of _6_