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AB-3836
PORTION OF= SE 1/4, E3W 1/4, SEC. 2817 T -23N7 R -5 E, w-m- F z GRAPHIC SCALE 20 0 10 20 40 0 ( IN FEET ) 1 inch = 20 ft. NOTE: UI`UUHAHHICAL INL URMA I ION FOR THIS EXISTING CONDITIONS MAP PROVIDED BY GEODETIC SURVEYING SERVICES LLC MERIDIAN WASHINGTON STATE PLANE, NORTH ZONE, NAD 83/91, PER K.C.S.C. BASIS OF BEARINGS 2" EX. CHs` Y ��STUB xv�er�X .� .4-"sT -.v WEST LINE SE 1/4, SEC. 28, T -23N, R -5E, W.M. BEARING N01 °04'15"E EASEMENT E Nio. 8001180991 SITE INFORMATION: AND REC. No. 070102001261 OWNER/ V Y PROPERTIES L L C DEVELOPER VLADIMIR DROFYAK 15012 SE 253RD PLACE 5; , T< COVINGTON, WA 98042 SURFACE MAX 75% --� 206-351-9289 ENGINEER: ANSTEY ENGINEERING SITEa' 8627 NE 180TH ST. ❑ BOTHEL, WA 98011 LO 206-303-7639 SURVEYOR: GEODETIC SURVEYING SERVICES ® P.O. BOX 3488 � o WI RENTON, WA 98056 CK) 425-299-1739 PARCEL No.: 073900-0055 PARCEL Address.: 12228 SE Petrovitsky Rd., Renton, 98058 ACREAGE 19,889 SFf, 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 FIR TREE ZONING MULTI FAMILY (RM—F) DENSITY 10-20 DU/AC TELEPHONE OWEST COMMUNICATIONS OHP OHP DEVELOPMENT STANDARDS RMC 4-2-11OF (RM -F STANDARDS)--' --;-- i POWER -- --- PUGET SOUND ENERGY -- APARTMENTS r—% A TI 1I I 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 CONC WALK AT SOUTH SIDE OF PETROVITSKY RD. N. OF HOUSE No. 12325 I I "MAIL BOX; i BLDG PaUL lZ��Z A11 L // 5 5 4 OWER 1_!��✓/ // J� -- ANSFORMER L1ZII� a � � -1 T 11 4 -----= 04 ��� ,---7;- FIRE SPRINCLER `�' SYS M HEADS GAS GRATE ACCESS 394-� O 2" EX. CHs` Y ��STUB xv�er�X .� .4-"sT -.v — 30' INGRESS, E SS AND UTILITIES COMCAST EASEMENT E Nio. 8001180991 C AND REC. No. 070102001261 COVERAGE WATER EASEMENT o). 200311170006 _J- INGRESS, EGRES SEMENT REL REC. No. 2 81111433 2 5; , T< < < < < < < < 5 SURFACE MAX 75% --� EX SSMH C -OH P- \� RIM=39 1LO SITEa' `77777EXISTWG ROCK ❑ AllIN Rew—powwow-- LO ,'� 9, 5' DEDICATION TO PUB�IG < @7. ❑ ® I � o WI W CD CK) WOOD FENCE (WIDE) —x—x—CHAIN 10 -�c 2x{1 SSS EL 397.5 P OF BOARD s� 3" APARTMENTS .6' _W-_ 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 EXROCKERY TOEMAIN (NOT A PART THIS PERMIT) 99 EXISTING GRAVEL - DRIVEWAY \ TO BE REMOVED EXISTING TREES TO BE REMOVED EXISTING ASPHALT DRIVEWAY TO REMAIN (TO BE REPLACED IF DAMAGED DURING CO�iSTRUCTION) __,396____ V z \ z LL \\ 5 C' 0 A 3 18/18" ,�y 26" 26.. I - -ffS5ENTIIOON K.C. FIRE DISTRICT No. 26 1 GAS GRATE ACCESS 394-� 34LF SSSS` -� 2" EX. CHs` Y ��STUB xv�er�X .� .4-"sT -.v STUB POWER ❑ COMCAST _ tb x_ — x=�r=�=x—T x C E777 COVERAGE �x—x—x—x—x;'w` E 69 _J- 0HP -s�------ :--� -- -,-- 5� ; T ss 5, S9 < < r 4 `a92 X. `�IOEWA�K EX. SIDEWALK 5; , T< < < < < < < < 5 SURFACE MAX 75% --� _-—._---_---- -OH P- <` SITEa' `77777EXISTWG ROCK ❑ AllIN Rew—powwow-- MB_ ,'� 9, 5' DEDICATION TO PUB�IG < FIRE DISTRICT K.C. FIRE DISTRICT No. 26 SANITARY SEWER MANHOLE KIM=,5'�v.5b \ IE(8"N)=379.36 NATURAL GAS PUGET SOUND ENERGY `s IE(8"W)=379.35----- —IES)=379.29 --- CABLE TV COMCAST POWER TRANSFORMER C ALLOWABLE LOT COVERAGE UTILITY POLE ANCHOR _J- BUILDING 35% --- ----_- ----- -----_�-�--- - -- - IMPERVIOUS SURFACE MAX 75% --� _-—._---_---- -OH P- CHECKED FOR COMPLIANCE TO CITY STANDARDS REVISIONS NO. DATE REVISIONS 1 05/14/14 COMMENTS REVISIONS 2 04/07/15 VARIANCE REVISIONS �N -� — �" _ REMOVED DURING CONSTRUCTION) x D FOR RIGHT OF WAY — J v.Z�J (� > -- �-- -- �"" --�"�- --- -- -- --- DRIVEWAY PORTION OF SI EWALK- -To -BE -SAW--CUT T ANU_. ___ _.-------- - — `y REPLACED VVI TN A NEW SID ALK_ _ _— SHEET INDEX: VICINITY MAP N.T.S. LEGEND 3e� SANITARY SEWER MANHOLE 0❑ STORM DRAIN MANHOLE ® STORM DRAIN CATCH BASIN EX. CULVERT a POWER TRANSFORMER C CABLE TV RISER E— UTILITY POLE ANCHOR _J- UTILITY POLE 4� S Petrovitsk R POWER POLE WITH DROP&TBOX w 00 -OH P- OVERHEAD POVER SITEa' EXISTING SIGN ❑ � MB_ a FIRE HYDRANT ® WATER METER m WATER VALVE SE 192nd Street WOOD FENCE (WIDE) —x—x—CHAIN LINK FENCE (CLF) L EX. ROCKERY �N -� — �" _ REMOVED DURING CONSTRUCTION) x D FOR RIGHT OF WAY — J v.Z�J (� > -- �-- -- �"" --�"�- --- -- -- --- DRIVEWAY PORTION OF SI EWALK- -To -BE -SAW--CUT T ANU_. ___ _.-------- - — `y REPLACED VVI TN A NEW SID ALK_ _ _— SHEET INDEX: VICINITY MAP N.T.S. LEGEND ® SANITARY SEWER MANHOLE 0❑ STORM DRAIN MANHOLE ® STORM DRAIN CATCH BASIN EX. CULVERT POWER TRANSFORMER C CABLE TV RISER E— UTILITY POLE ANCHOR _J- UTILITY POLE 4� POWER POLE WITH DROP POWER POLE WITH DROP&TBOX POWER POLE WITH DROP&LIGHT -OH P- OVERHEAD POVER EXISTING SIGN ❑ TELEPHONE RISER MB_ MAIL BOX FIRE HYDRANT ® WATER METER m WATER VALVE �--C- WOOD FENCE (WIDE) —x—x—CHAIN LINK FENCE (CLF) C`_C EX. ROCKERY z I EX. PAVEMENT EX. GRAVEL EX. CONCRETE FIR TREE CEDAR ' T"EE- ALDER N88 . 40' 51 "E SHEET TITLE SHEET TITLE Cl 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 TITLE 8627 NE 180th St. PROJECT: "' G E T W N H 0 M E S EVS7NG PP. ANs DATE 12/30/13 S U N R A N S T E YWAS SCALE 1 11=20$ BOTHELL, WA 98011 o ;� DWG SITE PHONE: (206) 303-7639 CLIENT: co V Y PROPERTIES L L C �OB AE08-51 EN G I N E E R I N G FAX: (425) 486-0267 VLADIMIR DROFIAK 9 �- 2%14 �o �w4 DRAWN BY G/ST_ R 15012 SE 253RD PLACE �' EMAIL: benanstey@juno.com COVINGTON, WA 98042 E M 0 nr L A S�ONA L E APPROVED BPA 206-351 -9289 08/15/15 ; - C1 0� 6 RAIN GARDEN trees 2' wide grass filter strip sheet flaw - `� ground cover e�ly�1 '"S�.''•'FS 4i 5t;"';.-1 v .i /Jm• 12" maximum NOT TO SCALE PORTION 0F::= SE 1/47 SW 1/4, SEC. 28, , T -23N7 R -5E7 W.M. 2� 6:1 BATTER trees 6" minimum freeboard /f from maximum ponding depth 2' minimum top Of vegetated berm "shrubs,�'----4" rigid pipeoutlet3:1 maximum . f to storm system \ slope min. 12" catch basin_-"' amended with grate-- soil with 4" of compost !` BOTTOM OF BIOSWALE 2' BIORETENTION AREA BLE C.2.5.A `NATER TOLERANT PLANTS Common Name Scientific Name Spacing (on center) Western mannagrass Glyceria occidentalis seed Velvetgrass Holcus 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 tennis 6 inches Water parsley Oenanthe sarmentosa 6 inches Hardstem bulrush Scirpus acutus 6 inches Watercress Rorippa nasturtium -aquaticum 12 inches Small -fruited bulrush Scirpus microcarpus 12 inches 8" MIN. THICKNESS OF 2"-4" QUARRY SPALL; 1" MINUS WASHED ROCK['] 6" PERF. PIPE ISI FILTER FABRIC rr%I LIN] II ) EXCAVATION ONLY NOTE: 1. PERF. PIPE WITH WASHED ROCK AS NEEDED FOR SUBSURFACE WATER. MAX. 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'°. � 20 GRAPHIC � SCALE 40 ROCK FACING UT SECTION LEGEND NT ---' 1 ! ® SANITARY SEWER MANHOLE ` APARTMENTS / ( IN FEET ) �MAiL BOX 'ti �: ,.: , P.. 1 inch = 20 ft. ❑ STORM DRAIN MANHOLE ___ _ / O / BLDG < < POWE ;% I 5 AUL ® STORM DRAIN CATCH BASIN OWER ,� � �I "=- ANSFORMER y/1 �!1__!_; APA ' o ,� _l�1,� lf __� �_ ,_z / � ) EX. CULVERT APARTMENTS, ` \ PROPOSE ROCKERY -� ��,� T POWER TRANSFORMER ' EE DETAIL THIS SHEET 0 40¢`�� £ �,___6'_H_._SPLIT-FACE ,�Iz ` _ _ CABLE TV RISER < 404 w--T� � V / Ir �'''j�'� / E-- UTILITY POLE ANCHOR FIRE SPRINCL - =- -- _ _ _ _IW < 5 � 6' W00 SYS M HEADS _ _ _ / / -0- UTILITY POLE 99 -4 L=397.3 - - / POWER POLE WITH DROP 4, , �`�opx 5 •t ��o - - -- 97. POWER POLE WITH DROP&TBOX -- / BSL POWER POLE WITH DROP&LIGHT � /� \ -OHP- OVERHEAD POVER �, o BUI G 2 FF SLAB 397.8 / UNIT 2A UNIT 2B (c U (TT 2C UNIT 2D oo K / EXISTING SIGN RIM XM397H 39jX98 ❑ TELEPHONE RISER OFFICE T 398- GA UNIT 2E / / ," � • �9� 0 .. W MAIL !__!� f'////!_� � ! _ ,, ❑ccnry w o^ g ?.. ROr ��+ r ... i�1.. :...............:-r. : ..-... .T..„. . ir .......�....,...TA.<.U,. E.. M.E,, .t .. . MBO .... ........... W IRE HYDRANT T 91 'f .. �:397. w WATER METER . MW... .ZWWW :.::.: WATER VALVE . .N .�.... EffC+�-DRAIN Ae'FOOTa WOOD FENCE ( WDF ) .TO �A 3TE P�A1�.LO .RE \. _ r397.2'..CHAIN LINK FENCE (CLF) J m 7.3 \ 't ��� f � � ,a , PROPOSED � I I � � \ � EX ROCKERY DATUM I 1 " ;` r BUILDING 1 FF S B 39 7.3 w "PVC ROOf�RAIN LINE ABO EX. PAVEMENT METER (TYP.) �� \ b � UNIT 18 UNIT 1D / I U_ 4" PVC FRENCH CAIN AT FOOTING NAVD88 , � UNIT 1C / o DRAIN TO STORM SYSTEM -SEE ARCH PLANS _ ASPHALT ED UMP '' 3g w f UNIT 1A / / 3 EX. GRAVEL BENCHMARKS 1�0.�'(5.5)LF 8" CPEP(6" PVCkjc*4(0)% . C.O.R. BENCHMARK No.1969 T EX. CONCRETE c� RD BSBL 9 INSTALL NEW TYPE 1 �g u ; RIM 394 !_'(394. ELEV. = 398.251 T E 1 CB �x4 SSS - - -- - -- -� - IE 391.0 NW 20' FRONT YARD I �.. , ,,;..: g( .0 EL=397.5 2 NAIL IN TOP OF METAL PIPE IN CASE 5 IE (39"5) s AT X-ING SE 176TH ST AND BONNEVILLE�������( .9�j i oP of BOARD ( gg y POWER LINE (39. LF F" P 'I = 11 LF k -N DEN ��3 � 1'_ -�} 0.6(3. )% i _ _ EX. - 8" DI CULVERT- REPLACE WITH 25'�j2"DI ®4.5% KC BENCHMARK REFPT 3876 DESIGN(TYP)J tl --- - - -- - -- - IE- 39 2 '(21)-12"DI ® 4.5(10)% / \ ELEV. = 397.689 AS-BUILT(TYP) $ TION LT "� 392"''- I - B TTOM EL =394. ;� M _ GAS CB TYPE I / ALDER RIM=392.30 ( NEW PERVIOUS PAVEMENT ALUMINUM DISK SET FLUSH WITH CONC WALK III GRATE ACCESS I STUB POWER IE N =389.85 1 34LF S s J U - VAULT JE( )_ SEE NOTES AND SPECIFICATIONS SHEE AT SOUTH SIDE OF PETROVITSKY RD. N. OF L� -394�� ❑ rpS --- aS _ 4 BBRkF ft=388. _ _ X94 - - HOUSE No. 12325 I M x�-x-x-�� z -X -x -x -z- X 3. L 8" DI ®5.7% EXISTING NEW PERVIOUS CONCRETE �9 » T E fa - -- -- -- --- FIRE HYONT OHP - OHP�� �_ �' I - - CB TYPE I, LID _"VE SEE NOTES AND SPECIFICATIONS SHEE' OHP- - - -- - - ----:.__� ss 5 - --- - ------<--5- ---T5 - -• -- -_-- ti --�-<, E<X: SIDWALK ` 5 4 rNSWATERµ' M , X.-Ts FINS % - , - �< <w( - a9 ss < EX LK E 9 67 EX. D.RIVEWA<Y...., 5 - --- --- - ----- �� 77.9E SID < - 277- ....st CB TYPE I�� 5 PUBS C 1 86 - 1 7.5LF 12" © o, ---Q' D� D'CA ON o \ 9 .56 RIM -390.04 \ _ - - -�_ OR RIGHT 0. WAY N IE(8"N)=379.36 --�--- w- w v� w w IE(8'W)=379.35 SDMH TYPE 1 c ; CB TYPE I ~` / �D a C8 TYPE I LID JVATER MAN 1 rv, \ IE(8"S)=379.29 RIM=390.16 9 RIM=389.95 APROXM. ^0) _ o ^� RIM=393.79 IE(S)=385.76 r,� IE(N)=386.42 \ ,� IE(W)=390.71 IE(E,N)=386.06 IE(S)=386.31 _OCA `0N �� IE(E)=390.75 N DRIVEWAY PORTION OF SI EWALK -------- - _ _--------I -- -- ----- __---- --------------- -- N88'40'51"E EX. DRIVEWAY APPROACH -------- ----__ �EsA -etT r N88'4)'51"EE_ _Tfl�€�SEd �-AN�A�CES - REPLACED WITH A NEW SI ALK FOR THE PROPOSE APARTMENT \� S.E. PRO D % 3s2 SID < 5 AS -BUILT SET < 4 < 5 �v UNDERGROUND LOCATION SURFACE FEATURES. 5 << ACTUAL 0 AT1ON MAY VARY. BASED ON < < < < f < < - OHP - -tet - CHECKED FOR COMPLIANCE TO CITY STANDARDS OHP -- °"P - I CONFIRM THAT THE LOCATIONS, ELEVATIONS, DEPTHS, AND AS -BUILT B SDMH TYPE II DMH TYPE II SDCB )MH if FLOW CONTROL MH RIM=390.26 M=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" REVISIONS N0. DATE COMMENTS REFLECTING MATERIALS ACI ALLLY USED DURING RIM=389.79 CONSTRUCTION, ACCURATELY REFLECTS EXISTING FIELD CONDITIONS AS DETERMINED BY ME OR JJNDER MY DIRECT SUPERVISION. NOTE: CALL I-800-424-5555 BEFORE YOU DIG -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. BOTHENL, W80th 98 1t1 SUNR"'OGE TOWN H(D"MES A N S T E Y PHONE: (206) 303-7639 CLIENT: R AD G � V Y PROPERTIES L L C 0'�C A LE)G D N ENGINEERING Fax: (425) 486-0267 VLADIMIRDRoFIAK � LA N EMAIL: benanste @*uno.Com 15012 st zssRo PLACE COVINGTON, WA 98042 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 PERMEABLE PA VEMEN 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 PORTION Jam= Sl/4, SW l/4, SSC. 28, T -23N, R -5E, 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 L 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 11191'2009 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. 0 USES: SIDEWALKS, PATIOS, PARKING AREAS, AND DRIVEWAYS. Z 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. X APARTMENTS I GRAPHIC SCALE 20 0 10 20 40 - - r 1 j ;;, APARTMENTS !MAIL BOX! ti. ( IN FEET ) I 1 inch = 20 ft. BLDG ; PkN ' WER ANSFORMER 1/IL1 LL 11� Ld� 9.6' 6' �. 6' H_. SPLIT -FACE __r��/w�a������r�/1� }` - y� �ji �-I}{I _ \ I / ��•E��.srttrr .1 ic<��,rrr Aft r7 ! I i- -" lAt- -4&k,__ /'!YZ �. 1 ` _ 1' -- y� . <<' THE PAVEMENT MUST BE REGULARLY MOWED AND MAINTAINED IN A GOOD E CB CONDITION. BARE SPOTS MUST BE REPLANTED IN THE SPRING OR FALL. I 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 CHECKED FOR COMPLIANCE TO CITY STANDARDS REVISIONS N0. DATE REVISIONS E °' 8(3p3.9jj 33(39. LF, 8'[-D1 prvel 0.6(&M) DESIGN(TYP) j v AS-BUILT(TYP) L - _ 13ETENTION VAULT GRATE ACCESS OHP - - OHP ss ----- S ------ ---- --- - - sg < RIM=390.56 RI =390.04 \ IE(8" N)=379.36 w _ IE(8"W)=379.35 MR-TYP IE 8 S)=379.29 RIM=390.16 IE(S)=385.76 -� ,t IE E N =386. - EX. DRIVE WAY APPRC F OR THE PROPO>t APART r NT T - -- - "' LEGEND ® SANITARY SEWER MANHOLE c LEGEND ® SANITARY SEWER MANHOLE I5 STORM DRAIN MANHOLE ® STORM DRAIN CATCH BASIN EX. CULVERT ❑® POWER TRANSFORMER 0 CABLE TV RISER E- UTILITY POLE ANCHOR --0- UTILITY POLE POWER POLE WITH DROP 0 POWER POLE WITH DROP&TBOX POWER POLE WITH DROP&LIGHT -OH P- OVERHEAD POVER - EXISTING SIGN ❑ TELEPHONE RISER MAIL BOX FIRE HYDRANT ® WATER METER �Q WATER VALVE --0--a- WOOD FENCE (WDF) i k- FRENC+i-6RAtN -AT_'POt�T114G ._` •'T.. . r... TYP ....�.....:. r... _ kK. V ` ..0TO £4OR-M . �.. PLLAt i'S i ...... 6; 7 .... ..... ~. 39 � 2 ' u� F RE �.. .. 394 -x-x CHAIN LINK FENCE (CLF) PROPOSED -- / EX. ROCKERY 1" WATER TYP. METER BUILDING 1 FF S B 397.3 4" PVC ROOF ,DRAIN LINE ABOVE EX. PAVEMENT „„+► C 4" PVC FRENCH='DRAIN AT FOOTING ( ) UNIT 1B UNIT 1C UNIT 1D 1 a DRAIN TO STORM SYSTEM - SEE ARCH PLANS r UNIT lA 3 EX. GRAVEL -10.5(5.5)LF 8" CPEP(6' PVC 9 4"4(0)% 20' FRONT YARD BSBL f' �96 INSTALL NEW TYPE 1 f�S .fay x' RIM 394.,.)(394.45}-- x 94,:^(394.4 }-' EX. CONCRETE SS IE 391.0 392:2)NW s EL 97.5 6 1 A IE (39"5)S j IOP OF BOARD g 1 I 11 J6 -m GAR EN w 'fSEE _ EX. 5' - 8" DI CULVERT- REPLACE WITH 252"DI ®4.5% TTOM EL = 394. IE= 392.2 y % 2'(21)-12"DI ®4.5(108 TYPE /! �� ALDER n - - - - RIM=392.30 1-110 NEW PERVIOUS PAVEMENT -R oilPOWER IE(N)=369.85 I LL� SEE NOTES AND SPECIFICATIONS SHEET 3 34LF SS s`, - VAULT _ 1' BERM EL -396.-- ' - __--_--.--.-- -�- � 3. L 8" DI ®5.7% I EXISTING NEW PERVIOUS CONCRETE x �� `r n -0- -- --C ------- D - FIRE HYD ANT E � � CB TYPE I, LID SEE NOTES AND SPECIFICATIONS SHEET 3 _ ---- -- - - FIRE 77 - -- - - TER < < < 5 < ro ViA ' MA10 �E� (S4W�E) 89: r` Yf( LKS EX ' �IDEWA�LK �X. `�I�f>�WA E; 6,RiVEWAY < - ..- --- ,rt - { CM I 77.9LF \ N 7.5LF 12" QM @ 1.86 9.5' D c CATION o PUB c m FOR RIGHT 0� WAY - =TYpr-I 1/VA ER MAIN - �h RIM CB TYPE I LI 393.79 REM )386.42 5 tE(N)=386APROXM. I� IE(W)=390.71 r IES =386. LOCATI - -- _��(E;-�°� - - __ - - N88'40'51 "E - ----- - -- - - S.E.PETROVITSKY _ .� SD ® 1 -AS-BUILT SET < 5 1 7sb �° < 90 5 << 5` . 5 5 `•5 1 -- UNDERGROUND PIPE LOCATION BASED ON SURFACE FEATURES. - ACTUAL LOCATION MAY VARY. ow I CONFIRM THAT THE LOCATIONS, ELEVATIONS, DEPTHS, AND AS -BUILT SDMH TYPE II DMH TYPE II SDCB RIM=38979 COMMENTS REFLECTING TERIALS ACTUALLLY USED DURING . DMH FLOW CONTROL MH RIM=390.26 CONSTRUCTION, ACCURATIELY REFLECTS EXISTING FIELD CONDITIONS AS RIM=391.86 RIM=390.72 IE(SW)=384.61 DETERMINED BY ME OR UNDER MY DIRECT SUPERVISION. / IE(W)=381.27 36" IE(N,SE)=385.17 IE(NE)=384.47 OVERFLOW=386.38 18" NOTE: CALL 1-800-424-5555 BEFORE YOU DIG PREPARED 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. SHEET TITLE 8627 NE 1 80th St. �� � p � � � /==-, E TOWNFLI A N s T � Y BOTHELL, WA 98011 � �� PHONE: (206) 303-7639 CLIENT: V Y PROPERTIES L L C A 'AGE ENGINEERING FAX: (425) 486-0267 VLADIMIRDROF7AK 1PLAN 5012 SE 253RD PLACE EMAIL: benanstey@jUno.COm coviNCTON, wn 98042 nM= IkICnQA A ,& TI^kl- VVYIVCI'(/ DEVELOPER VLADIMIRLDROFYAKy 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 P.O. BOX 3488 RENTON, WA 98056 425-299-1739 PARCEL No.: PARCEL Address.: 073900-0055 12228 SE Petrovitsky Rd., Renton, 98058 CHECKED FOR COMPLIANCE TO CITY STANDARDS REVISIONS NO. I DATE PORTION SE 1/4, 19,889 S.F. TOTAL LOT AREA 6,263 S.F. BUILDING FOOTPRINT 31.5`Yo 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 81 PARKING (PERVIOUS PAVERS) /14. APARTMENTS Fm-VA%00ITYI 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 39.0 8" DI G* PVC SW 1/47 SEC_ 28, ' T -23N, R -5E, W.M_ f"Ir�-dKea ** 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. 'Y I K APARTMENTS j MAtL BOX( / ,g I I RI nr: :. onw�d -- OHP " —-- — T-- ---- S9 —T Ss ir TSS 4 < < KIM=JdV.JO RIM= IE(8"N)=379.36 IE(8"W)=379.35 RIM=390.72`v� I., IE(W)=381.27 36" IE(NE)=384.47 OVERFLOW=386.38 18" RIM=.59U. Zb IE(SW)=384.61 IE(N,SE)=385.17 muvi I 5t� T Huhu NOTE: CALL I-800-424-5555 BEFORE YOU DIG PRE,PARE- =? GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ; 1 inch = 20 ft. 4 PVC FR N 4.11 DRAiN AT r t 1 C, .. 5.5 6' PVC 0 N , 394.85 392.2 391.95 10 CB TYPE I 'RIM=392.30 IE(N)=389.85 L SANI MAP..,.. AY STORM DRAIN MANHOLE ® STORM DRAIN CATCH BASIN EX. CULVERT ❑® POWER TRANSFORMER 0 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 pQ WATER VALVE — �o- WOOD FENCE (WDF) —x—x— CHAIN LINK FENCE (CLF) C� EX. ROCKERY j EX. PAVEMENT EX. GRAVEL EX. CONCRETE • 4 3.5LF 8" DI ® 5.7% EXISTING CB TYPE I, LID TIRE HYDRANT ;,.�------14BE.J?EMOVED IE(S,W,E)T389.';7 "EX5` SIDEWALK f MP 0 1.72% \ ru PUBLIC WAY ~ CB TYPE I LI. RIM=393.79 IE(W)=390.71 S.E. M� I 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 UNDER MY DIRECT SUPERVISION ON THIS DATE: SHEET TITLE 8627 NE 180th St.SIUNR�ELDGE TO�' HOMEs A N S T E Y BOTHELL, WA 98011 PHONE: (206) 303-7639 cuENr. V Y PROPERTIES L L C UTUTIES ENGINEERING FAX: (425) 486-0267 VLADIMIRDRoFIAX 15012 SE 253RD PLACE EMAIL: benc]nstey@juno.COm I cowNCTON, wn 98042 EROSION,/SEDIMENTATION 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. IT SHALL BE THE RESPONSIBILITY OF THE PERMITTEE TO ADDRESS DEFICIENT TESCP CONDITIONS AND PROVIDE ADDITIONAL FACILITIES, OVER AN ABOVE MINIMUM REQUIREMENTS OUTLINED ON THE APPROVED PLANS. 17. FILTER FABRIC FENCE SHALL BE USED WHERE NOTED ON THE PLANS OR AS DIRECTED BY THE CITY. (SEE STANDARD DETAIL AND INSTALLATION NOTES IN KCSWDM). PR�GR�7�, AS PER KING COUNTY ROAD STANDARDS, DRI VEWA YS SHALL BE PAVED TO THE EDGE OF R -O -W PRIOR TO INS TALLA T70N OF THE CONSTRUCTION ENTRANCE TO AVOID DAMAGING OF THE ROADWAY I T IS RECOMMENDED THAT THE ENTRANCE BE CROWNED SO THAT RUNOFF DRAINS OFF THE PAD GRAVEL CONS TRUC TION EN TRA NCE CHECKED FOR COMPLIANCE TO CITY STANDARDS REVISIONS NO. I DATE NOT TO SCALE JOINTS IN FILTER FABRIC SHALL BE SPLICED AT POSTS. USE STAPLES, WIRE RINGS, OR C-nl II\/AI GAIT Tn ATTA/lLJ CADDI/l -rn DP\CTC POST SPACING MAY BE INCREASED TO 8' IF WIRE BACKING IS USED 2"x2" BY 14 Go. WIRE C EQUIVALENT, IF STANDAI STRENGTH FABRIC USED FILTER OINIMUM 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 \ NOTE: ONLY TO BE USED WHERE PONDING OF WATER ABOVE THE CATCH BASIN WILL NOT CAUSE TRAFFIC PROBLEMS AND WHERE OVERFLOW WILL NOT RESULT IN EROSION OF SLOPES. MAINTENANCE STANDARDS 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. EX SSMH RIM=397,.$1 9- MAINTENANCE STANDARDS: I 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 rn MUST BE DISPOSED OF AS FILL ON-SITE OR HAULED OFF-SITE. 2. REGULAR MAINTENANCE IS CRITICAL. UNLIKE MANY FORMS OF PROTECTION THAT FAIL GRADUALLY, CATCH BASIN PROTECTION WILL FAIL SUDDENLY AND COMPLETELY IF NOT MAINTAINED PROPERLY. L -DE-TENTION_.�1PcdLT GRATE ACCESS FILTER FABRIC INLET PR0TECTI0N 1 L-394--- N. T. S. T- T -- ss 5_ --- ---- ss - STABILIZED CONSTRUCTION ENTRANCE MAINTENANCE STANDARDS 5 `5 1. QUARRY SPALLS (OR HOG FUEL) SHALL BE ADDED IF THE PAD IS NO LONGER - IN ACCORDANCE WITH THE SPECIFICA77ONS. 1' 2. IF THE ENTRANCE IS NOT PREVEN77NG SEDIMENT FROM BEING TRACKED - w ONTO PA VEMEN I,, THEN AL TERNA TI VE MEASURES TO KEEP THE STREETS FREE 9 n, OF SEDIMENT SHALL BE USED. THIS MAY INCLUDE STREET SWEEPING, AN INCREASE IN THE DIMENSIONS OF THE ENTRANCE, OR THE INSTALLATION OF A WHEEL WASH. IF WASHING IS USED, IT SHALL BE DONE ON AN AREA - COVERED WITH CRUSHED ROCK, AND WASH WATER SHALL DRAIN TO A - SEDIMENT TRAP OR POND. 3. ANY SEDIMENT THAT IS TRACKED ONTO PAVEMENT SHALL BE REMOVED IMMEDIATELY BY SWEEPING. THE SEDIMENT COLLECTED BY SWEEPING SHALL = BE REMOVED OR STABILIZED ON SITE. THE PAVEMENT SHALL NOT BE CLEANED BY WASHING DOWN THE STREET, EXCEPT WHEN SWEEPING IS INEFFEC77VE AND THERE IS A THREAT TO PUBLIC SAFETY. IF NECESSARY TO WASH THE STREETS, THE CONSTRUCTION OF A SMALL SUMP SHALL BE CONSIDERED. THE SEDIMENT WOULD THEN BE WASHED INTO THE SUMP. SD 4. ANY QUARRY SPALLS THAT ARE LOOSENED FROM THE PAD AND END UP ON THE ROADWAY SHALL BE REMOVED IMMEDIA TFL Y. 5. IF VEHICLES ARE ENTERING OR EXITING THE S1 TE AT POINTS OTHER THAN THE CONSTRUCT70N ENTRANCE(S), FENCING (SEE SEC77ON D.4.1) SHALL BE 5 INSTALLED TO CONTROL TRAFFIC. TEMPORARY EROSION CONTROL SEED MIX %WEIGHT %PURITY %GERMINATION CHEWINGS OR RED FESQUE 40 98 90 ANNUAL OR PERENNIAL RYE 40 98 90 REDTOP OR COLONIAL BENTGRASS 10 92 85 WHITE DUTCH CLOVER 10 98 90 APPLICATION RATE 120 LB/ACRE NOTE: CALL I-800-424-5555 BEFORE YOU DIG PRFPARED BY �,UT / 14" � COMPACTION REQUIREMENT SUBGRADE SHALL BE COMPACTED IN THE TOP 0.50' TO 95% OF ASTM 1557 FOR A CUT SECTION. IF THE UNDERLYING SUBGRADE IS TOO SOFT TO PERMIT COMPACTION OF THE UPPER 6 -LAYER, THE CONTRACTOR SHALL LOOSEN (OR EXCAVATE AND REMOVE), AND COMPACT THE SUBGRADE UNTIL THE TOP LAYER CAN MEET COMPACTION REQUIREMENTS. 01) / LIMiT OF 41.EARING(TYP) Lo/� / CLEARING LIMIT SILT FENCE w i r U O LLi Lo o O' 7O z \ \1 \ D \ P �ROMDE CATCH BASIN- PROTECTI ON(T,fP} SEE DETAIL THIS SHEET PROVIDE TEMPORARY PLUG. DO NOT ALLOW WATER TO ENTER INFILTRATION FACILITY / UNTIL AFTER SITE HAS BEEN STABILIZED AND CLEANED. GAS STUB POWER i GRAPHIC SCALE 20 0 10 20 ( IN FEET ) 1 inch = 20 ft. SHEET TITLE 8627 NE 180th St. DI"ORAK �������A N s T E Y BOTHELL, WA 98011 PHONE: (206) 303-7639 CLIENT: T, E. S. C, � VLADIMIR DROFIAK L A ENGINEERING Fax: (425) 486-0267 15012 SE 253RD PLACE NOTES A N D DETAILS EMAIL: benanstey@juno.com coviNcroN, wa 98042 I ==Kin U S SANITARY SEWER MANHOLE Q❑ STORM DRAIN MANHOLE ® STORM DRAIN CATCH BASIN EX. CULVERT POWER TRANSFORMER -z" CABLE TV RISER E UTILITY POLE ANCHOR -� UTILITY POLE POWER POLE WITH DROP POWER POLE WITH DROP&TBOX POWER POLE WITH DROP&LIGHT -OHP- OVERHEAD POVER �1 ❑ CATCH BASIN d a p 00 \ lr i FIRE HYDRANT ® d �Q NOTE: ONLY TO BE USED WHERE PONDING OF WATER ABOVE THE CATCH BASIN WILL NOT CAUSE TRAFFIC PROBLEMS AND WHERE OVERFLOW WILL NOT RESULT IN EROSION OF SLOPES. MAINTENANCE STANDARDS 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. EX SSMH RIM=397,.$1 9- MAINTENANCE STANDARDS: I 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 rn MUST BE DISPOSED OF AS FILL ON-SITE OR HAULED OFF-SITE. 2. REGULAR MAINTENANCE IS CRITICAL. UNLIKE MANY FORMS OF PROTECTION THAT FAIL GRADUALLY, CATCH BASIN PROTECTION WILL FAIL SUDDENLY AND COMPLETELY IF NOT MAINTAINED PROPERLY. L -DE-TENTION_.�1PcdLT GRATE ACCESS FILTER FABRIC INLET PR0TECTI0N 1 L-394--- N. T. S. T- T -- ss 5_ --- ---- ss - STABILIZED CONSTRUCTION ENTRANCE MAINTENANCE STANDARDS 5 `5 1. QUARRY SPALLS (OR HOG FUEL) SHALL BE ADDED IF THE PAD IS NO LONGER - IN ACCORDANCE WITH THE SPECIFICA77ONS. 1' 2. IF THE ENTRANCE IS NOT PREVEN77NG SEDIMENT FROM BEING TRACKED - w ONTO PA VEMEN I,, THEN AL TERNA TI VE MEASURES TO KEEP THE STREETS FREE 9 n, OF SEDIMENT SHALL BE USED. THIS MAY INCLUDE STREET SWEEPING, AN INCREASE IN THE DIMENSIONS OF THE ENTRANCE, OR THE INSTALLATION OF A WHEEL WASH. IF WASHING IS USED, IT SHALL BE DONE ON AN AREA - COVERED WITH CRUSHED ROCK, AND WASH WATER SHALL DRAIN TO A - SEDIMENT TRAP OR POND. 3. ANY SEDIMENT THAT IS TRACKED ONTO PAVEMENT SHALL BE REMOVED IMMEDIATELY BY SWEEPING. THE SEDIMENT COLLECTED BY SWEEPING SHALL = BE REMOVED OR STABILIZED ON SITE. THE PAVEMENT SHALL NOT BE CLEANED BY WASHING DOWN THE STREET, EXCEPT WHEN SWEEPING IS INEFFEC77VE AND THERE IS A THREAT TO PUBLIC SAFETY. IF NECESSARY TO WASH THE STREETS, THE CONSTRUCTION OF A SMALL SUMP SHALL BE CONSIDERED. THE SEDIMENT WOULD THEN BE WASHED INTO THE SUMP. SD 4. ANY QUARRY SPALLS THAT ARE LOOSENED FROM THE PAD AND END UP ON THE ROADWAY SHALL BE REMOVED IMMEDIA TFL Y. 5. IF VEHICLES ARE ENTERING OR EXITING THE S1 TE AT POINTS OTHER THAN THE CONSTRUCT70N ENTRANCE(S), FENCING (SEE SEC77ON D.4.1) SHALL BE 5 INSTALLED TO CONTROL TRAFFIC. TEMPORARY EROSION CONTROL SEED MIX %WEIGHT %PURITY %GERMINATION CHEWINGS OR RED FESQUE 40 98 90 ANNUAL OR PERENNIAL RYE 40 98 90 REDTOP OR COLONIAL BENTGRASS 10 92 85 WHITE DUTCH CLOVER 10 98 90 APPLICATION RATE 120 LB/ACRE NOTE: CALL I-800-424-5555 BEFORE YOU DIG PRFPARED BY �,UT / 14" � COMPACTION REQUIREMENT SUBGRADE SHALL BE COMPACTED IN THE TOP 0.50' TO 95% OF ASTM 1557 FOR A CUT SECTION. IF THE UNDERLYING SUBGRADE IS TOO SOFT TO PERMIT COMPACTION OF THE UPPER 6 -LAYER, THE CONTRACTOR SHALL LOOSEN (OR EXCAVATE AND REMOVE), AND COMPACT THE SUBGRADE UNTIL THE TOP LAYER CAN MEET COMPACTION REQUIREMENTS. 01) / LIMiT OF 41.EARING(TYP) Lo/� / CLEARING LIMIT SILT FENCE w i r U O LLi Lo o O' 7O z \ \1 \ D \ P �ROMDE CATCH BASIN- PROTECTI ON(T,fP} SEE DETAIL THIS SHEET PROVIDE TEMPORARY PLUG. DO NOT ALLOW WATER TO ENTER INFILTRATION FACILITY / UNTIL AFTER SITE HAS BEEN STABILIZED AND CLEANED. GAS STUB POWER i GRAPHIC SCALE 20 0 10 20 ( IN FEET ) 1 inch = 20 ft. SHEET TITLE 8627 NE 180th St. DI"ORAK �������A N s T E Y BOTHELL, WA 98011 PHONE: (206) 303-7639 CLIENT: T, E. S. C, � VLADIMIR DROFIAK L A ENGINEERING Fax: (425) 486-0267 15012 SE 253RD PLACE NOTES A N D DETAILS EMAIL: benanstey@juno.com coviNcroN, wa 98042 I ==Kin U S SANITARY SEWER MANHOLE Q❑ STORM DRAIN MANHOLE ® STORM DRAIN CATCH BASIN EX. CULVERT POWER TRANSFORMER CABLE TV RISER E UTILITY POLE ANCHOR -� 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 �Q WATER VALVE �a WOOD FENCE (WDF) -x-x- CHAIN LINK FENCE (CLF) C:Dl� EX. ROCKERY EX. PAVEMENT EX. GRAVEL EX. CONCRETE FIR TREE CEDAR TREE ALDER SITE INFORMATION OWNER/ V Y PROPERTIES L L C 8001180991 VLADIMIR DROEYAK DEVELOPER 15012 SE 253RD PLACE REC. No. COVINGTON, WA 98042 INGRESS, 206-351-9289 ENGINEER: ANSTEY ENGINEERING 8627 NE 180TH ST. BOTHEL, WA 98011 o a' 206-303-7639 SURVEYOR: GEODETIC SURVEYING SERVICES P.O. BOX 3488 RENTON, WA 98056 L 425-299-1739 PARCEL NO.: 073900-0055 PARCEL Address.: 12228 SE Petrovitsky 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. I DATE PORTION OF= SE 1/4, SW 1/413 ---------- MAIL BOX; II BLDG 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 7I I 0 LO 0 0 ;n 0 0 0 04 SEC_ 28, T -2-3N, R -5E7 W.M. i I I APARTMENTS / I 1Z/z-z/-'J' �1 1 88°07'03 W 165.00 I 00 6' WOOD FENCE PI N88'40'51 "E 10.00' 10' PROPOSED FIRE HYDRANT 'o WATER 1i EASEMENT to 1 `D J� I� PROPOSED WATER/SEWER EASEMENT TO THE BENEFIT OF SOOS CREEK WATER AND SEWER DISTRICT N88'07'03"W 134.97' N88'40'51"E 123.14' 120.03' N8940' 51T E 165.25' N8940'51"E 165.25' a06a Ix I� 10 I� --- - ------ -------- - — — - -. - N88'40'51"E - S.E. PETROVITSKY ROAD NOTE: CALL I-800-424-5555 BEFORE YOU DIG PREPARED BY 9.5' DEDICATION TO PUBLIC FOR RIGHT OF WAY GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) 1 inch = 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 8627 NE 180th St. SuNrnm�CGE T0 N�0MES A N S T E Y BOTHELL, WA 98011 PHONE: (206) 303-7639 CLIENT: V Y PROPERTIES L L C EASEMENTS P E N G I N E E R I N G FAX: (425) 486-0267 VLADIMIR DROFIAK EMAIL: benanste Uno.com 15012 SE 253RD PEACE y COVINGTON, WA 98042 VICINITY MAP N.T.S. 515; SITE S Petrovitsk Rd w C0 o a' L L_ SE 162nd Street 8627 NE 180th St. SuNrnm�CGE T0 N�0MES A N S T E Y BOTHELL, WA 98011 PHONE: (206) 303-7639 CLIENT: V Y PROPERTIES L L C EASEMENTS P E N G I N E E R I N G FAX: (425) 486-0267 VLADIMIR DROFIAK EMAIL: benanste Uno.com 15012 SE 253RD PEACE y COVINGTON, WA 98042 VICINITY MAP N.T.S.