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Home My WebLink AboutzR-3822Setw M a z U-1 J U_ gal W z U Li0 ry n ■■ faREas R.O.W IMPERVIOUS SURFACE AREAS EXISTING ASPHALT (TO SAWCUT LINE).: 1,871s.f. CURB GUTTER & SIDEWALK WITHIN SITE.: 37s.f. TOTAL.:1,908s.f. PROPOSED ASPHALT.: 936s.f. CONCRETE (CURB GUTTER, DRIVEWAYS & SIDEWALK).: 2,519s.f. TOTAL.:3,455S.F. NET NEW IMPERVIOUS IN R.O.W.: 1,547s.f. LOT 1 EXISTING.: Os.f. ALLOWED.: 0.35 x 10,998 = 3,849s.f. PROPOSED: LIMIT TO 3,100 SF LOT 2 EXISTING.: OS.F. ALLOWED.: 0.35 X 11,000 = 3,850S.F. PROPOSED: LIMIT TO 3,100 SF LOT 3 EXISTING HOUSE.: 2,710s.f. ASPHALT.: 1,824s.f. BRICK.:1810. GRAVEL.: 687s.f. I TOTAL.:5402s.f. PROPOSED.: OS.F. (ASSUMED IMPERVIOUS COVERAGE (35%) BASED ON THE ALLOWABLE COVERAGE PER THE ZONING FOR LOTS 1 & 2 - LIMITED TO 3,100 SF EACH) LEGAL DESCRIPTION LOT 3, OF KING COUNTY SHORT PLAT NO.: 484106 RECORDING NO.:850517061, RECORDS OF KING COUNTY WASHINGTON. SITUATE IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON. BASIS OF BEARINGS PER THE THE PLAT OF HIGHLAND ESTATES ACCORDING TO THE PLAT THEREOF RECORDED 1N VOLUME 212 OF PLATS, PAGE 10-13, RECORDS OF KING COUNTY WASHINGTON. ACCEPTED THE BEARING OF N 00°31'08" E FOR 153RD PLACE S.E. BASED ON FOUND MONUMENTS IN CASE. VERTICAL DATUM & CONTOUR INTERVAL ELEVATIONS SHOWN ON THIS DRAWING ARE BASED ON KING COUNTY BENCHMARK NO.: RENT1909 BRASS PLUG IN CONCRETE FLUSH WITH STREET SURFACE AT THE INTERSECTION OF S.E. 142ND PLACE & 156TH AVENUE S.E. ELEV.: 372.359 2.0' CONTOUR INTERVAL - THE EXPECTED VERTICAL ACCURACY IS EQUAL TO 1/2 THE CONTOUR INTERVAL OR t 1.0' FOR THIS PROJECT. CONSTRUCTION SEQUENCE A. CONDUCT PRE -CONSTRUCTION MEETING. B. FLAG OR FENCE CLEARING LIMITS. C. POST SIGN WITH NAME AND PHONE NUMBER OF TESC SUPERVISOR. D. INSTALL CATCH BASIN PROTECTION IF REQUIRED. E. INSTALL PERIMETER PROTECTION (SILT FENCE, BRUSH BARRIER, ETC.). F. CONSTRUCT SEDIMENT PONDS AND TRAPS. G. GRADE AND STABILIZE CONSTRUCTION ROADS. H. CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTOR DIKES, PIPE SLOPE DRAINS, ETC.) SIMULTANEOUSLY WITH CLEARING AND GRADING FOR PROJECT DEVELOPMENT. I MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH APPENDIX D OF THE SURFACE WATER DESIGN MANUAL AND MANUFACTURER'S . J. RELOCATE EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO THAT AS SITE CONDITIONS CHANGE, THE EROSION AND SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE WITH THE CITY TESC MINIMUM REQUIREMENTS. K. COVER ALL AREAS WITHIN THE SPECIFIED TIME FRAME WITH STRAW, WOOD FIBER MULCH, COMPOST, PLASTIC SHEETING, CRUSHED ROCK OR EQUIVALENT. L. STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN 7 DAYS. M. SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS. N. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE STABILIZED AND BEST MANAGEMENT PRACTICES REMOVED IF APPROPRIATE. Appro by: a A-ZDOC: • 4 74 Appr€�v fr� ate: M r- Approved by: Date: „ SE 1/4, NW 1/4, SEC 14, IT 23N9 RDE 6E, W.M. i CO SU Survey -Civil - Structural 5628 Airport Ways S r Su to 144 aI le. WA 98108 P (205) 420-7130 0� F (20 6) 457-4469 plogco sulci g,com NEIGHBORHOOD MAP. f r r Ago. f SCALE: MP SEE GRAPHIC �z DESIGNED: AM/WP D DRAWN: ^ "'' M ", ♦tIlan I CHECKED: rwya 1w �+ ♦ 3 IF NOT ONE INCH SCALE ACCORDINGLY APPROVED: mw y N . • N SURVEYED: SCALE: MP SEE GRAPHIC �z DESIGNED: AM/WP D DRAWN: ^ AM ONE INCH AT FULL SCALE CHECKED: rwya 1w S IF NOT ONE INCH SCALE ACCORDINGLY APPROVED: mw y VICINITY MAP. NTS PROJECT INFORMATION ENGINEER/SURVEYOR: PLOG CONSULTING, PC. 5628 AIRPORT WAY S, STE 144 SEATTLE, WA 98108 PH.: (206) 420-7130 PROPERTY OWNER: VANN LANZ 4118 96TH AVE SE MERCER ISLAND, WA 98040 TAX PARCEL NUMBER: 142305-9117 PROJECT ADDRESS: 6200 SE 2ND PLACE RENTON, WA PARCEL ACREAGE: 43,100 S.F. (0.989 ACRES ±} AS SURVEYED SHEET INDEX 1. COVER SHEET 2. BOUNDARY AND TOPOGRAPHIC SURVEY 3. EROSION CONTROL PLAN 4. EROSION CONTROL DETAILS 5. SITE PLAN 6. COMPOSITE UTILITY PLAN 7. STORM DRAINAGE NOTES AND DETAILS 8. WATER AND SEWER PLAN 9. WATER AND SEWER NOTES AND DETAILS 10. TREE RETENTION PLAN 11. LANDSCAPE PLAN R=382201 DATE: VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 CITY (OF HPARK SHORT PLAT (U13001144) 5/12/2015 !R 6200 SE 2ND PL, RENTON, WA FIELDBOOK: RENTON PAGE: DATUM DRAWING NO: Planning/Building/Public Works Dept. COVER SHEET & NEIGHBORHOOD MAP 024-12 SHEET: I OF: EA-NNNNAA, 11 v z D �z D ^ 0 CDD tv � z S C y N N z m 7 m m D Cn D �z od 0 CDD tv � O CD b r y N N Cn D n 0 v m 7 w M Q z W W N t, 3 N r Q 0 U Q.. v O F- .-0 C Q a 0 0 m rI I N O C 0 0.. Cb C C .Cn C -4-a 0 0 a C) a N N / *.1 W Q z f - W Iy D_ TREE TABLE Point # CALIPER (IN.) SPECIES DRIPLINE R. (FT.) 1426 8" ALDER 2X 8' 1428 22" MAPLE 22' 1429 10" HEMLOCK 10' 1430 10" COTTONWOOD 10' 1431 18" MAPLE 18' 1432 16" HEMLOCK 16' 1433 20" MAPLE 20' 1434 14" ALDER MT 14' 1435 8" ALDER 8' 1436 8" ALDER g' 1437 8" ALDER 8' 1438 18" ALDER 18' 1469 12" COTTONWOOD 12' 1518 10" MAPLE 10' 1520 6" MAPLE 6' 1521 10" MAPLE 10' s+l�,r• Si . r .a'1°yr°-I P yy ' � a rr r `'' r+r J} r .'layo r r �r J" ;' +, at ;* r� a r ,+a'1s r s ++ ,o •,r ° rr. ° rrr s� � . e ra a ,.,a° rr'1°J✓,W 2� ,-`°e rr r - Yr ,r rr�'�_ 1!f +� o"`, +r" JJ° tr,>' 'Y�'��R,o- ° ��°rr, °•s ✓' ,r .�• .� r � �(Q� r+ r. °may "` r, +' ,. J • .a o r a ,. r rJJJn'Q !r. rr T` ' r 'r r a, - ' ° P. +ll o + .r� VSj. 415. + 6++r' ° s<' cis /'r.JJ''y'rr` • r r �.F £ + rra+J� �,FY _ `- �J J X ^ ` .r r C :. t` rr •R : J1r�r +r • ,y r rY + ` J J i aJ d J`y `J G �rr r r�• °:fl{vy�+r .. Yr t J ll l J ��,KK••5 ,rI ,�.� ,, s`y y: r� �S"4^.,yy' r.. r !r Ar .y° , ` a '+,. '�� !r a3 vJ � `r r• r � , .7i1�{�1F1�` � c ra r JrV +la°✓ rr, 1552 40" CEDAR 40' 1553 24" CEDAR 24' 1555 26" CEDAR 26' 1556 36" CEDAR 36' 1589 18" COTTONWOOD 18' 1590 12" COTTONWOOD 12' 1591 16" COTTONWOOD 16' 1592 8" COTTONWOOD MT 8' 1593 10" COTTONWOOD 10' 1595 14" COTTONWOOD 14' 1596 16" COTTONWOOD 16' 1597 12" COTTONWOOD 12' 1599 10" ALDER MT 10' 1615 24" CEDAR 24' 1616 14" COTTON WOOD' 14 1627 8 " ALDER MT 8 1636 14" COTTONWOOD 14' 1637 22" COTTONWOOD 22' 1638 10" COTTON WOOD 10' 1646 10" COTTONWOOD 10' 1647 16" COTTONWOOD 16' 1648 14" COTTON WOOD 14' i I � 1-OApS,� -Ip PRS WOOD FENCE 0.2' OUT O� 69pPR� ,N�N �3°� WOOD FENCE ONLINE Vo Popo WOOD FENCE 3.6' OUT 1'P�psp�p69p \A\ N 33 N1.Pp�N1GN1.3043 \,\\G 33 pN CHAIN LINK FENCE 0.3' OUT _ 4 - � FOUND REBAR & CAP LS37555 0.06S & 0.02E• X646 \ \ c X/ { o 638- 1648 { { f x t 0 1636 1637 s t it X S; f {i { i i� 99�RIC x t p•G F P ► 1426 437 11438 � 14°36 8 yon os F o6$0 N1GNL 3 X30` PpN _ �h I 88' 01' 33+ I LOQ S F PR 10 Np ,06 1 NLI� o 3 274.25NPN 33p4 WOOD FENCE 5' OUT /1- I I 1 66 PSK I 65 VP�ypso 0660 1.ONp5 F 0650 N\GN 33p'k to Q �6, \� 438C. 1520 \ `Q a 1521 FOUND REBAR & CAP LS21710 \\\ PLANTER ` \\\ \\ 0.10S & 0.03W \\ \ \ \ \ 1553 552 ` \ \ 1432 1k4BER WALLVal im GRAPHIC SCALE I I 2n haps 0 , Gsp p5.,g �/ . , . I \ \ 1GN� p�.� N��99 { R o 1 dr2 \ S1 30 -------------------- F ~. \1,549 I INCH = 20 FT. \ \ f\`\ \\ �� - ,.. . i -•� \`\\ 1547 r 1627 HOUSE � 6 �. � 0 6 RH.: 447.07 ` ` ` \ \ N A5''9 FF.: 433.38 X\`'----- FIRE HYDRANT - 1599 LOCATED AT THE �, { �\ PAINT LINE (INTERSECTION OF 0 1615 !� �t �\ \ /� ,t 0 1M1 t a 152ND & SE 2ND \ `� { + \ � / 39 r t f f \ �` t 77'± FROM WEST r' f t 1589 \ 1538 MO T PROPERTY LINE x 1616 i 4 0 591 1590 \\ f \ \ \ \ \ \ ---- ---- _____ _,BBM14.- _____ .,_.. \\\ ,+ 1597\ `\ \ \\ \ N.. W I �, RIM.: 417.94-"'�`-� � \\ �\ \\ 1537 10' PSE t�SEMENT IE.: 412.61 10_ \ �" `' ----- '�-. 1592`\ \• ` PER AF# 03010803 1596 ---- -� \ ._._._. ._ M- " \ \ Uj Sp - _ _ '42p, 159 1593 W 1469 \ '�"` \Sz••- L0 SD _ ,___--�/ / t/��/� \ _ \_ -.cam____ -� `' - - , - _ _ _ _ _ _ _ _ -- _ _ _ _ _ _ - _ ` jjj 10 E 274.25 \ \ \ -. w" .i: ,\ Grt _'7tJ1'.Vi,TE \ - 'G.'�" • t \ \ \ \ \ 5F Za ' T •--�.'_"."-F.. r -^^" - .'`!."^- . . -y-�_ . CU �= C ""'. - ,,,.. _ _ - _ 4- N !-"" --- G -------- 428-._, - - _ ------ __ - tf)- G _ 'A W GR `=� , G l G a 1 - f RAS QD >, i /. G LOl SS ! 8 0 0 9 i �G ! W 1 � 307 . . S 4 S 3 ! SS 1 ,G t SS J .._, G SSMH iss ASST- �. E < RIM.:415.39t �\ SS SS l IE.:407.38 t cp N SSMH \ SS 64.97 t N RIM.. 423.33 r, FOUND MONUMENT \ SS 1 __-____ __ _ ___ N / -- IE.:415.33�, IN CASE \\ ss\ s}nmGU - s . \2N D PLACESESSMH It IE rC , D RIM.. 433.93 t / i RU' / IF 425 80 �' t GENERAL NOTES 1. THIS SURVEY WAS COMPLETED WITH OUT THE BENEFIT OF A CURRENT TITLE REPORT. 2. INSTRUMENTATION FOR THIS SURVEY WAS A 3 -SECOND LEICA VIVA TS15 SMART POLE TOTAL STATION/RTK GPS, 3. PROCEDURES USED IN THIS SURVEY MEET OR EXCEED STANDARDS SET BY WAC 332-130-090. SURVEY WAS COMPLETED BY A FIELD TRAVERSE. 4. THE INFORMATION ON THIS MAP REPRESENTS THE RESULTS OF A SURVEY MADE IN JUNE 2012 AND CAN ONLY BE CONSIDERED AS INDICATING THE GENERAL CONDITIONS EXISTING AT THAT TIME. 5. UTILITIES SHOWN ON THIS SURVEY ARE BASED UPON ABOVE GROUND OBSERVATIONS, UTILITY LOCATES BY THIRD PARTIES, AND AS -BUILT PLANS WHERE AVAILABLE. ACTUAL LOCATIONS OF UNDERGROUND UTILITIES MAY VARY AND UTILITIES NOT SHOWN ON THIS SURVEY MAY EXIST ON THIS SITE. 6. ALL MONUMENTS WERE LOCATED DURING THIS SURVEY UNLESS OTHERWISE NOTED. 17. CONTOURS SHOWN ARE BASED ON A FIELD SURVEY. 8. TREE IDENTIFICATION WAS PERFORMED BY SURVEY FIELD PERSONNEL AND SHOULD BE CONSIDERED A BEST GUESS. AN ARBORIST SHOULD BE RELIED UPON FOR MORE ACCURATE AND DETAILED IDENTIFICATION OF TREE SPECIES AND HEALTH. EASEMENTS FROM TITLE REPORT EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: PUGET SOUND POWER AND LIGHT COMPANY RECORDED: MARCH 1, 1985 RECORDING NO.: 8503010803 AREA AFFECTED: SOUTH 10 FEET OF SUBJECT PROPERTY (AS SHOWN) EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: KING COUNTY WATER DISTRICT NO 90 PURPOSE: SEWER AND WATER MAINS AREA AFFECTED: NOT ON PROPERTY - LOCATED WITHIN RIGHT OF WAY RECORDING NO.: 7507170568 CITY OF •R.F.:(`+tTO N Approved by: ; )ale - Approved by ,_....... w �.�..�... � . Date. Approrty: Date: Approved 5t'; .M _ Date: .r A4? ES�pp4 60 - �ti �� `EB fflUN CONCRETE L g 1- ESQ 5�� p"i 9 ------ �" = y \ s 9 r1 9 0 p ..0 -� -D NIG 32 N p5 0 0 N �S o60 �o� �S P o�p s ' VHu p,FN N1GN 329 t11GNLP g59d �O� . -a -- - \ \ :{ .t �•�.�..,ir,�.. Pp pN A. N1GN 3295 Np �•r'...0080 ON �O1 S� P p ' f \ '�- \ \ W P PPN GN1'I' 9590 p , �Oo9 �0 S W cn . ,C\ �,,, / \ -- N oHu CATCH BASIN PFr1 N1�N 32g5 1-Ij tiS 0100 z , :z / \ \ RIM.: 416.23 PpN NLP 5g0 cv i \ " NSG 329 Q Q 3 1 4A IE $ CPP S.: 411.63 IE 12 PVC E..411.12 ( CATCH BASIN 00 PNp 0'p " ! a' o L CATCH BASIN 1GN1' 959 00 IE 12 PVC W.: 410.9 � RIM.: 423.47 o N N 32 Q © I " RIM.: 429.28 3 I IE 8 CPP S.: 420.49 �- v) " " � IE 12 PVC E.: 426.59 IE 12 PVC E.: 420.00 . ¢ „ IE 12" PVC W.• 41 O a m IE 12 PVC W.: 426.47 O o 9.90 p 0zl l I Q I W I = I I IW o I I FOUND MONUMENT LEGEND IN CASE LEGAL DESCRIPTION LOT 3, OF KING COUNTY SHORT PLAT NO.: 484106 RECORDING N0.:850517061, RECORDS OF KING COUNTY WASHINGTON. SITUATE IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON. BASIS OF BEARINGS PER THE THE PLAT OF HIGHLAND ESTATES ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 212 OF PLATS, PAGE 10-13, RECORDS OF KING COUNTY WASHINGTON. ACCEPTED THE BEARING OF N 00°31'08" E FOR 153RD PLACE S.E. BASED ON FOUND MONUMENTS IN CASE. X. p WA SSI ;r VERTICAL DATUM & CONTOUR INTERVAL ELEVATIONS SHOWN ON THIS DRAWING ARE BASED ON KING COUNTY BENCHMARK NO.: RENT1909 BRASS PLUG IN CONCRETE FLUSH WITH STREET SURFACE AT THE INTERSECTION OF S.E. 142ND PLACE & 156TH AVENUE S.E. ELEV.: 372.359 2.0' CONTOUR INTERVAL - THE EXPECTED VERTICAL ACCURACY IS EQUAL TO 112 THE 1 CONTOUR INTERVAL OR f 1.0' FOR THIS PROJECT. FIRE HYDRANT ® WATER METER M WATER VALVE EVLT ELECTRICAL VAULT Y �z LIGHT POLE Z GAS METER ® POWER METER ■ T TELEPHONE/CABLE BOX 9 ELECTRICAL RISER ® TELEPHONE RISER Q CABLE RISER r >N CLEAN OUT -0- WOOD FENCE -X- CHAINLINK FENCE -W- WATER UNE -SS- SEWER LINE -SD- STORM DRAINAGE LINE -G- GAS LINE R-382202 v PER CITY REVIEW COMMEM � 7/31/13 MXP SURVEYED: SCALE: DATE: 5628 Airport Walt' S � �, - �� 2Mxp HORIZONTAL: : NAD D1 1988 983/1991 HIGHLANDS PARK SHORT PLAT(U13001144)/�2 201s �ps GRH�c CITY OF U l.�� x PER CITY REVIEW AMS 'I 1 1 13 MXP DESiGNEo� MXP 6200 SE 2ND PL, RENTON, WA FIELDBOOK: 3 PER CRY REVIEW GO*M�5 AMS 3/27/14 MXP / Seattle, WA 98108hhL DRAWN: RENTON PAGE: (205) 420.71 3076 4 PER MY iilE:1IIE1N COMMENM AMS 10/7/14 Mw AMS ONE INCH BOUNDARY DRAWING No: ma a20 ., sjo 5 PER CITY AMS 20 15 MX CHECKED: AT FULL SCALE DATUM DARY & TOPOGRAPHIC SURVEY G NAS, MXp Planning/Building/Public Works Dept. 024-12 . % T IF NOT ONE INCH Survey - Civil - Structural � d� �t� �U�tli�i�,��#I~1'i , � NO. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY SHEET - OF: MXP 2 11 NNNAA 1, D Y �z ^ Z 1d , m (Q N N � C G z _ C r >N m N o� nc m oc 7, m cn 0 D Lo D Y �z N o � Fv�> C-1 (Q N N � o CD O CD r >N m N Lo D C-1 o C3 no m �O c nc oc Z U Li ry IZ V U N 0) T_ I`�_ T� 0 N T_ I 0 1 C FL 0 U C .Q) 0 (W 0 C 0- CD .L_ N C .0) C Ld 1-11 ., -, 0 CL 0 = > U r CN1.4- N N_ � 0 Q j J .. m W D O U W J UL 0 NOTES: A. THE SOIL MOISTURE HOLDING CAPACITY OF ALL NEW PERVIOUS SURFACE THAT AT PROJECT COMPLETION WILL NOT BE COVERED BY IMPERVIOUS SURFACE OR INCORPORATED INTO A DRAINAGE FACILITY MUST BE PROTECTED. THE DUFF LAYER ANI NATIVE TOPSOIL SHALL BE RETAINED IN AN UNDISTURBED STATE TO THE MAXIMUM EXTENT FEASIBLE. B. ANY DUFF LAYER OR TOPSOIL REMOVED DURING GRADING SHALL BE STOCKPILED ONSf IN A DESIGNATED, CONTROLLED AREA NOT ADJACENT TO PUBLIC RESOURCES AND CRITICAL AREAS. THE MATERIAL SHALL BE REAPPLIED TO OTHER PORTIONS OF THE SITE WHERE FEASIBLE. C. THE SOIL IN ANY AREA THAT HAS BEEN COMPACTED OR THAT HAS HAD SOME OR ALL THE DUFF LAYER OR UNDERLYING TOPSOIL REMOVED SHALL BE AMENDED TO MITIGAT FOR LOSS OF MOISTURE -HOLDING CAPACITY. THE AMENDMENT SHALL TAKE PLACE BETWEEN MAY 1 AND OCTOBER 1. REPLACED TOPSOIL SHALL BE A MINIMUM 8 INCHES THICK. REPLACED TOPSOIL SHALL HAVE AN ORGANIC MATTER CONTENT BETWEEN 8 A 13 PERCENT DRY WEIGHT AND A PH SUITABLE FOR THE PROPOSED LANDSCAPE PLANTS D. SILT FENCE SHALL BE PROVIDED ON ALL DOWNSLOPES. EROSION CONTROL NOTES 1. THESE NOTES SHALL APPEAR FOR ALL PROJECTS - SITE IMPROVEMENTS, SURFACE WATER UTILITY, WASTEWATER UTILITY, WATER UTILITY, AND TRANSPORTATION PLANS: 2. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF RENTON, PUBLIC WORKS DESIGN ENGINEER, 3. THE BOUNDARIES OF THE CLEARING LIMITS AND AREAS OF VEGETATION PRESERVATION AS PRESCRIBED ON THE PLAN(S) SHALL BE CLEARLY FLAGGED BY SURVEY TAPE OR FENCING IN THE FIELD PRIOR TO CONSTRUCTION IN ACCORDANCE WITH APPENDIX D OF THE SURFACE WATER DESIGN MANUAL AND OBSERVED DURING CONSTRUCTION, DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. THE CLEARING LIMITS SHALL BE MAINTAINED BY THE APPLICANT/ESC SUPERVISOR FOR THE DURATION OF CONSTRUCTION. 4. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES, SUCH AS CONSTRUCTED WHEEL WASH SYSTEMS OR WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN AND TRACK OUT TO ROAD RIGHT OF WAY DOES NOT OCCUR FOR THE DURATION OF THE PROJECT. 5. ALL REQUIRED SEDIMENTATION/EROSION CONTROL FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AND/OR CONSTRUCTION TO PREVENT TRANSPORTATION OF SEDIMENT TO SURFACE WATER, DRAINAGE SYSTEMS AND ADJACENT PROPERTIES. ALL EROSION AND SEDIMENT FACILITIES SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AND/OR CONSTRUCTION IS COMPLETE AND POTENTIAL FOR ON-SITE EROSION HAS PASSED. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADDITIONS TO EROSION/SEDIMENTATION CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMITEE. THE EROSION AND SEDIMENTATION CONTROL SYSTEMS DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE PERMITEE SHALL ANTICIPATE THAT MORE EROSION AND SEDIMENTATION CONTROL FACILITIES WILL BE NECESSARY TO ENSURE COMPLETE SILTATION CONTROL ON THE PROPOSED SITE. DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE PERMITEE TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY THE ACTIVITIES AND TO PROVIDE ADDITIONAL FACILITIES, O C L1TIE s OVER AND ABOVE O E MINIM M REQUIREMENTS, UA S MAY BE NEEDED, TO PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM. 6. APPROVAL F T O O HIS PLAN IS FOR EROSION/SEDIMENTATION T CONTROL ONLY. O T DOES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE NOR LOCATION F PIP O ES R ESTRICTORS, CHANNELS, OR RETENTION FACILITIES. 7. ANY AREA F S O EXPOSED IL INCLUDING SO S R ADW O AY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WET SEASON (OCTOBER 1 ST TROUGH MARCH 30TH) OR SEVEN DAYS DURING THE DRY SEASON (APRIL 1ST TOUGH SEPTEMBER 30) SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC COVER METHODS (E.G., SEEDING, MULCHING, PLASTIC COVERING, ETC.), 8. WET SEASON SEASONAL EROSION AND SEDIMENT CONTROL REQUIREMENTS APPLY TO ALL CONSTRUCTION SITES CLEARING BETWEEN OCTOBER 1 AND MARCH 30 INCLUSIVE, UNLESS OTHERWISE APPROVED BY THE CITY THROUGH AN ADJUSTMENT PROCESS. 9. COVER MEASURES WILL BE APPLIED IN CONFORMANCE WITH APPENDIX D OF THE SURFACE WATER DESIGN MANUAL. 10. ANY NEEDING EEDIN G ESC MEASURES, S NOT REQUIRING M Q G 1 MEDIATE ATTENTION, EN ON 7 7 HALL BE ADDRESSED ES ED WIT S HIN SEVEN EN7DY. f) DAYS. 11. THEE FACILITIES SC C E N I S O INACTIVE C E SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH ON H R WITHIN HIN 24 HOURS FOLLOWING O NG A STORM 0 EVENT. 12. ATN TIME O I SHALL S L MORE THAN ONE 1 FOOT F E O O SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINE HALL BE S S CLEANED PRIOR TO PAVING. NG THE CLEANING C N NG OPERATI N O SHALL NOT FLUSH SEDIMENT -LADEN WATER INTO THE DOWNSTREAM SYSTEM. 13, DURING THE TIME PERIOD OF OCTOBER IST THROUGH MARCH 30TH, ALL PROJECT DISTRIBUTED SOIL AREAS GREATER, THAT ARE TO BE LEFT UN -WORKED FOR MORE THAN 12 HOURS, SHALL BE COVERED BY MULCH, SODDING OR PLASTIC COVERING. 14. ANY PERMANENT RETENTION/DETENTION FACILITY USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY EROSION CONTROL MEASURES AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY, IF THE PERMANENT FACILITY IS TO FUNCTION ULTIMATELY AS AN INFILTRATION SYSTEM, THE TEMPORARY FACILITY MUST BE ROUGH GRADED SO THAT THE BOTTOM AND SIDES ARE AT LEAST THREE FEET ABOVE THE FINAL GRADE OF THE PERMANENT FACILITY. 15. PRIOR TO THE BEGINNING OF THE WET SEASON (OCT. 1), ALL DISTURBED AREAS SHALL BE REVIEWED TO IDENTIFY WHICH ONES CAN BE SEEDED IN PREPARATION FOR THE WINTER RAINS, DISTURBED AREAS SHALL BE SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON. A SKETCH MAP OF THOSE AREAS TO BE SEEDED AND THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE CITY OF RENTON FOR REVIEW. STRUCTURAL NOTES 1, THESE PLANS ARE APPROVED FOR STANDARD ROAD AND DRAINAGE IMPROVEMENTS ONLY. PLANS FOR STRUCTURES SUCH AS BRIDGES, VAULTS, AND RETAINING WALLS REQUIRE A SEPARATE REVIEW AND APPROVAL BY THE CITY PRIOR TO CONSTRUCTION. 2. ROCKERIES ARE CONSIDERED TO BE A METHOD OF BANK STABILIZATION AND EROSION CONTROL. ROCKERIES SHALL NOT BE CONSTRUCTED TO SERVE AS RETAINING WALLS. ALL ROCKERIES IN CITY ROAD RIGHT-OF-WAY SHALL BE L CONSTRUCTED IN ACCORDANCE WITH CITY STANDARDS. ROCKERIES OUTSIDE L i OF ROAD RIGHT-OF-WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE. CITY OF RENTON { Approved by, . Date- I... _ , _ Approved by: _ Date ft , ` `a Approved by- _._.�.�_...__.w,.,,_,_______,._.�„�.._,__„r- Date: m�.�.. ..__.�.,,Approvedby- Date: 0 THE FOLLOWING BMPS WILL BE USED TO CONTROL FUGITIVE DUST: • USE WATER SPRAYS OR OTHER NON-TOXIC DUST CONTROL METHODS ON UNPAVED ROADWAYS. • MINIMIZE VEHICLE SPEED WHILE TRAVELING ON UNPAVED SURFACES. • PREVENT TRACKOUT OF MUD ONTO PUBLIC STREETS. • COVER SOIL PILES WHEN PRACTICAL. • MINIMIZE WORK DURING PERIODS OF HIGH WINDS WHEN PRACTICAL. OF I E i AN I J i f i C S 4e,Z - r ..1_-. £s'.Y•`"r5 G}k k ,. $ .. . y �i. v.} ri a lt, t' C I I i i I T., C 1,t , .. ,_r ,, r . . 1 - "I . - E R ,o t `; p. _,�. ,�, k • x`..Y x 4,, w<^ ,L `` . f { - ,.,E $ i y ^ ^, y, i� �,1^ � ,}'. ° 22\ �^S,�L' t d,Zr• f T ..•'�.,, y , ..s :f ,,, wwY .. , f ". y „- < , 'L,.: 4 , : v 4, ,,.5 ` \ ,{ F ',\',. 3 ^r 1111: ', t, . i _ - r ,, A :.?. 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S r ... ,,.-. y. ,:,:,;t )) ; `F �Y ..1„ rt, .......... .......>-., .., .,, ,_.-,.1-1 `•'1111. ,,, 11,«11. , . { t?, ”" i`t,�.•.-} n. t �, 1111. +CM •,,» +4 ya.,, r i : ^'dS t 1111,. \-v.. } ..l -r`\. + J ,, ;,.;; ,.: " HEMLOCK ,.� .r> i _ , v„ t :. .• r, ;., . :" : ., 1111.: t .,..,,,.,,. 1111 ..,,,,,..,,,.11111__-___-- .. , _-.......,. 1111. .1,1 f + Wry , 1111-,. 1111. .. -. ,, .. • a i : }Y.,v' 1111. ,.. , a M. a , i 1,,. , , ,. ,,, , ,.. _..,...,...,. y,€ : 4 >� W MAPLE E _., s: 1111,, .. 1111.., ..^,,,.... -... .,. -., ...,;t„« .v......,<, ., 1111”, .-......,.... ,. ; u 1111.. -,, 1111 1.>........v-. t" "„ �'^, \ '\.. '`-, � ..> .. •1,...... a1 .,. t ., w.. HEMLOCK X , '.. 4., 1433 > ,.. ,.. t1. .,. a I MAPLE r. , € , 14" K ..... ,. , ,1111... .. ..,.. .. I `'y 8' 1436 1111 .,.� .r Y n. i.. - i` <; , u . ... , y '1 Y a;a 3 ;r , :r 1111 ,,, y x` -1t 6. ` -} r € •7( 8' 1438 18" ALDER €a r, , .� „ '+"d' lk..: u,..;: i." �,`y 'tis: '1. '�U,,s 12" COTTONWOOD .•.._- ,. S` , K a , A t;. ,�. svl'i1 a+.,r4 t .y y. 5. :", ,; i, 1.; y ``� ` •`t, ' .i., \ •.,. .. } :4. ,- 1111. Kt 4 ,. ,`, -5• "y'.,�?,.X ; ,.: ., ^4 Y � - t .,. :r'i,: i({{ �fyJ S t, y,5a^ ,,\, to •.`•..1 t <,, AS C S } z4 •4 f,'' > , ,� '.-, ` f.:* , ? ' -- y^., i• htr' rr. , ` / .,, 1111,.1111-,--.1 ,% , . t:2- +♦ „)> : ' '�\ .. , .,�.:. �',.::-;..,;�`.?.,r yr.`•, ,...rr •. �,, �, sZ�. -! �...-111•1dhA`�°'`•,`••,. .`,-, `^�'\ J 3,` '•} .................a,.. �' ,�., MAPLE 10' 1 k,.4,,a,: r, JJ ��'--*`+-' F' r 1. a s r a a ` ✓ a * ,'* r ? ✓ >j ,({7��l�/�,,f Fr,, ,k S'rEG t t, 1111, r\.%}. ;:r s., Y"•tit 5. �. „ 4y. i >`' ,y i ��. > t✓r M r ..✓r, 3, ✓ J•`-"✓:yf F, 11, *r rri 1 �"/, d rr J, r ,_/ \ �:` w w y '�t 4 {>, ' ,.. >,<�. a `, `Y `i: ,.--�'-pj ,?,-,../,.,.r. rF y S' „ J ,r - a r s r Lam, Pr`r3 ,may'', rrr ,r r a" J J✓ �], ,�1 '•r k [.��/ . 1` .. ,. a` f 6\ rr y ,rd' as y f, '� �t R(��. yrr• y aa�,F'` Rya V `r d3r%.,hr✓iy * .r`♦• J � rft' d { & ,, ,'� \ i `t x S •.'1 / � . 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I 11 ”: , , ..r t j) 3 4 j ^-� s , • S x St'r' x` \ "I •� 1553 24" CEDAR 24' . 1555 s CEDAR 26' ,. 36" , _.�!,� 36' 1589 18" COTTONWOOD 18' 1590 12" COTTONWOOD 12 1591 I , COTTONWOOD 16s -l IN;a : \' \ `tT " 81' 1593 10" COTTONWOOD TTONWO OD 101 1595 `', .+ COTTONWOOD 14" 1596 i/ 16 ? Irl t f �41 F 16" 1597 12" COTTONWOOD 12' 1599 10" ALDER MT 10' 1615 24" , 11,� 24 , s,. Y r: 3: '°} t 'tri > ,., 3, 8.. • 14" COTTONWOOD 14' 1627 8" ALDER MT 8' 1636 jz' j COTTONWOOD 14' 1637 22" COTTONWOOD 22' 1638 10" COTTONWOOD 10' 1646 10" COTTONWOOD }., ,, _ r .. '� ; <) z rr 1647 16" d , ,1 16' 1648 1 14" 1 0 �,:, z�. i " 14' <C I W J 1 �� I 1 E O X. -q WAwAs_. A. jL lut 0 E GRAPHIC SCALE �P 4 �P �A 40 I iwcH =zo Fr. TREE TABLE Paint # CALIPER (IN.) SPECIES DRIPLINE R. (FT.) 1426 8" ALDER 2X 8' 1428 22" MAPLE 22' 1429 10" HEMLOCK 10' 1430 10" COTTONWOOD 10' 1431 18" MAPLE 1$' 1432 16" HEMLOCK 16' 1433 20" MAPLE 20' 1434 14" ALDER MT 14' 1435 8" ALDER 8' 1436 8" ALDER 8' 1437 8" ALDER 8' 1438 18" ALDER 1$' 1469 12" COTTONWOOD 12' 1518 10" MAPLE 10' 1520 6" MAPLE 6' 1521 10" MAPLE 10' ..'.e < :J rfy! r <• �A./A/I',-`r iC(ya >,r F f rr Jd'' r✓ a ✓ r JY r s ✓' r r, JJ ��'--*`+-' F' r 1. a s r a a ` ✓ a * ,'* r ? ✓ >j ,({7��l�/�,,f Fr,, "t' ♦yS�'"✓.'.-'�,' J r f * apt s > r r r J> a `' r ✓ P•' a .P' '� r :, r r `• ,y'r 'ry,SyV J�' t rr yaa fF •Y J r ' r ✓lr d,J'JJ J`rr..•` JJh > .P a X `` :: ,mayB'' > r JB' r1. dyJ`'rrr``' .A �R 'r!•' dy3 <<*✓ P ,i• r rr� i>y=` r 3,,�` •.fr Jva' .ryy �`- rr aa`' rrrr♦'♦♦• >�/'�, v') 3 .,J' r ✓r « r >J �`*as` ` r br t✓r M r ..✓r, 3, ✓ J•`-"✓:yf F, 11, *r rri 1 �"/, d rr J, r aJ rr 1 f f ° J r rr `*a'd•,r12'�f,.. r.r' J ^'>a, rr 3�, ¢ E4 r y ,rf ••r J f 3 .1 .1 v y' °• rf � , ✓r r`Ji� ��Ec•' „+rr*..J` 33 ✓ r �. YS •I *r<i > rr rr r ,a y,' I ay ,r' M' rr rr,r ray, .+ .r````3 r r''i✓r r �JJ yr d r♦ JS` ""Ill JP r<a" rJ y �' �`�c y r J y ,.--�'-pj ,?,-,../,.,.r. rF y S' „ J ,r •'•-s 'y—a-yz•'�caL.s •• f ,d r ' a r s r Lam, Pr`r3 ,may'', rrr ,r r a" J J✓ �], ,�1 '•r k [.��/ ,r J_er♦SJPrr dJJ.. r``iirJr •",a,a r1-1 * .•�'�j, ,,,°'> yr 4'` r`' r. rr r a � t,.c ,r y'? ,. a` f 6\ rr y ,rd' as y f, '� �t R(��. yrr• y aa�,F'` Rya V `r d3r%.,hr✓iy * .r`♦• J � rft' d rrr * ,v rr ✓ ' a r Jdyyr✓ r r f .?r` ''•� 'iJ yr rr ; '✓ .J''rrrfrr ♦'J rrr J JarrJ y , r 1 rJ J'`r,r C`Jr �a,C^r' << rrr,••' S,a. ,¢ ,r, '` r s> frrr i �Cr r a9J rrr Fvr,� rrr♦ J •,'Jt�frr r' rr�,yry ,• 'd3rr r'a r `3N�% �J✓rr< p'r•'3 r3J 3 ✓ r rr frr :y J rrr Jr` rr,arPf F J >� rr ,,,+' < ,3✓ r'• ,a eyr •y ` fJ` Y"`iirri,- ,,i>J a a11✓� r.%r♦•• a r''r>rr �' **�> ,r ya ' � ,Fr` r'„ rr,,JJrrrrrrrr rf :? _. rr 3`' ,.r .* r3,, .rr „.J • ,• rr f"rr r'JS `r V= r .t'> r �p(,,��y r r'' ✓ P A € . r `✓ r JaJ Ja• Jr:r r{`'r** > J'r Sry 11 `''v3 f r ' � J yrr 'r* a J%* r rr_,�`� rr ,rf rrrr rr r r rr <fi ,J'•'a ' r > r a`3 r` f'` a` J .>'' < f a`` rr ,r` J Y s - aJ r' rrr ''`,.r'y ,°,'' r * t rr �! .J ' r r' r a`'" ✓r ,•` fir '•' •♦ rd . r'' ,r sJ'• r I r'y ,+'' Jr• r' `f rr ,a' r*` r J°` i �r` r as _ ” d, a'` �`'rrr< .1 J r'' r y r r°r rr a ,,•' ,• .1e ,rr ,*r 3 >.'" s r '`� rr r a r ',i' r P 3 ♦ f YY ✓ r f S Jy3 r'♦rr I `r ,♦ F J``3 r• r J* yyyr rr rr ,r rr+r> fi.✓a� !L' <'* r<f y"'J✓r e^ >,'> .,rr ,r` r c-.`iJ.3 rr y '�`~ y ✓rfr ,✓` 'f•• "�](p�y($ yf ` yrr 1 L. •'�•+�.•�. ✓ JJ r J r a''✓ rr r'1. {�3 r yJy'frr•r• y, G+ a,/''yrr r ,Y. =�°r+ ' ,✓ / rr dsv +rr J'+,>✓'a ♦f.%rryrr Y r• � Cra3•J rr 3 `r.••, o `�!>� r r' rr _zlc r y J > fr ,.`3 rr Y rJ ,✓+Sa ,J``f r•J+ r '� , •r, r •' a`t r J ii.,•,i rd�r ° J'` ♦,r ,yJ •ys rr ,'' .r .Y '° J rG„"P i i r` `+ .. {h4 ,rr,P ,r' Y> �,yJ'J` F' ,•,, ♦r,.•, r�[�4 *a r�'/4, " JJ` <rI y- JJS" Sf,ar• 'rr t rrr r1 r yr,.,'` yyry� • j rr✓ :-f`1 �r •+i > fr'. rr ,X .^' ,.' - yr 33 J' r, Sa✓ •••��-1111,. r aysr + ^r<� y✓a�''' J"�y r 'rr rr ♦ rr ,,J r •rr j''' pa y' r yd sy r LyJ ,rryry cr''°6+' .aJ .a„ ♦ , ,�,irr J" ' r a J✓° ' J°✓ : J >r rf J r rr `�, ``'' .+ ,,✓ Sn'` ff 1552 40" CEDAR 40' 1553 24" CEDAR 24' . 1555 26" CEDAR 26' 1556 36" CEDAR 36' 1589 18" COTTONWOOD 18' 1590 12" COTTONWOOD 12 1591 16" COTTONWOOD 16s 15928" COTTONWOOD MT 81' 1593 10" COTTONWOOD TTONWO OD 101 1595 14" COTTONWOOD 14" 1596 i/ 16 COTTONWOOD o 16" 1597 12" COTTONWOOD 12' 1599 10" ALDER MT 10' 1615 24" CEDAR' 24 1616 14" COTTONWOOD 14' 1627 8" ALDER MT 8' 1636 14" COTTONWOOD 14' 1637 22" COTTONWOOD 22' 1638 10" COTTONWOOD 10' 1646 10" COTTONWOOD 10' 1647 16" COTTONWOOD 16' 1648 1 14" 1 COTTONWOOD I 14' 14 TREES RETAINED 24 TREES REMOVED -go RETAINED -0 RETAINED 00 RETAINED No RETAINED --w— RETAINED .00 RETAINED -�*-- RETAINED .06 RETAINED D I ._.! '1 D T1 n D In 11 n A •-w--- RETAINED .40 RETAINED --a— RETAINED -a*---- RETAINED "d RETAINED -o---- RETAINED • L In z :� z z C CD0 rn E�: m z m z rn m m O D Cn D m C7 O -10 ID 0 C m • rn z 0 m K z rn cn O D Ln D 7 O O _ IO m ;0 D 1 c , ' 1 PER CRY AMS 7/31/13 MXP SURVEYED. SCALE: DATE: �� AI �r� `�>�'� °`�. �-p lam. MXP HOR 20NTAL: VERTICAL: NAVD NAD ,9s , 9s, HIGHLANDS PARK SHORT PLAT(U130{� 1144 �/��/Zoes Z CITY R AMS i 1 13 MXP DESIGNED: SEE GRAPHIC CITY 0 D14 3 PER CITY REVIEW COMMENTS AMS MXP �/' 3/27/14 6200 SE 2ND PL, RENTON, WA FfELD°°OK: Seattle, WA 9810 ML RENTON {' 4 PER CITY REVIEW AMS 10P/14 mw DRAWN: ACAS � PAGE: ��`"'� �� O .� ONE INCH DATUM ,� 31 EROSION CONTROL PLAN DRAWING NO: % - 9, j I'MM k 1 J' L T1 rd %x F 206) 457-, /� 69 �j � �� S PER CITY R AMS U20115, MXP CHECKED: AT FULL SCALE � 024-12 "'!"'1'Li sSloMXp Planning/Building/Public Works Dept. 11 IF NOT ONE INCH Survey - �'vi I -Structural OgC`t> nsu lting.co rn N a . REVISION BY DATE APPR APPROVED: � SCALE ACCORDINGLY SHEET: OF: Mme' 3 11 W O CN tV CV i N 0 .Q N O L I` U O .N O L Ld i O C a CL tU C C W O 3 _U 0 N d z W 010 CITY OF RENTO A,pprove ley: ApproNed by: Date: Date: m SURVEY FLAGGING BALING WIRE DO NOT NAIL OR STAPLE WIRE TO TREES 3' MIN, 1W -2V METAL FENCE POST 1(I III I(I III Ili {I III III {!! III II II 12" MIN. NOTES 1. CONDITION OF USE I.I. TO ESTABLISH CLEARING LIMITS, STAKE OR WIRE FENCE MAY BE USED: 1.1.1. AT THE BOUNDARY OF CRITICAL AREAS, THEIR BUFFERS AND OTHER AREAS REQUIRED TO BE LEFT UNCLEAR. 1.1.2. AS NECESSARY TO CONTROL THE VEHICLES TO AND ON THE SITE. 2. MAINTENANCE AND REQUIREMENTS 2.1. IF THE FENCE IS DAMAGED OR VISIBILITY REDUCED, IT SHALL BE REPAIRED OR REPLACED IMMEDIATELY AND VISIBILITY RESTORED. 2.2. DISTURBANCE OF A CRITICAL AREA, CRITICAL BUFFER AREA, NATIVE GROWTH RETENTION AREA, OR OTHER AREA REQUIRED TO BE LEFT UNDISTURBED SHALL BE REPORTED TO THE CITY OF RENTON FOR RESOLUTION. 2.3. THE CITY MAY REQUIRED MORE SUBSTANTIAL FENCING IF THE FENCE DOES NOT PREVENT ENCROACHMENT INTO THOSE AREAS THAT ARE NOT TO BE DISTURBED. Gti PUBLIC WORKS STAKE AND WIRE FENCE SM. PL — 212'00 * } AN DEPARTMENT O MARCH 2008 s• MAX. DRAINAGE GRATE TRIM GRATE FRAME SEDIMENT AND DEBRIS 4 ° OVERFLOW BYPASS 4 D K D BELOW INLET GRATE DEVICE U v FILTERED WATER p p Op p a SECTION VIEW DRAINAGE GRATE RECTANGULAR GRATE SHOWN RETRIEVAL SYSTEM (TYP.) <J —� BELOW INLET GRATE DEVICE OVERFLOW BYPASS CrYP.) ISOMETRIC VIEW NOTES 1. Size the Below Inlet Grate Device (BIGD) for the storm water structure It Will service. 2. The BIGD shall: have a bunk -in high-flow relief system (overflow bypass). 3. The retrieval system must allow removal of the BIGD without spilling the collected material. 4. Perform maintenance In accordance with Standard Specification &01.3(15). r M. PLAN — 216.30 + PUBLIC WORKS CATCH BASIN FILTER DEPARTMENT 01 MARCH 2008 INSTALL, DF&*WAY CULVERT !F THERE IS A ROADSIDE DITCH PREBENT, AS PER CITY ROAD STANDARDS DAM MAYS OHALL of PAVBD TO 7H1 110113E OF R{) -W PRIOR TO INSTALLATION OF THIS CONSTRUCTICN ENTR 4=TO AVW DAWMIQ OF THE ROADINAY RIB RFOOMME-NOW THAT THE ENTRANCE BE CROWNED 80 THAT RUNOFF DRAINS OFF IM PAD l QMH" i \\ k 2' ITN. PROVIDE FULL WIM OF MON INGRIESSMEGRIESS AREA 1. CONDROON OF UK 1.1. CONSTRUCTION ENTIVME SHALL BE STABILIZED WHEREVER TRAFFIC WILL. BE LEAVING A CONSTRUCTION SITE AND TRAVELING ON PAVED ROADS OR OTHER PAVED AREAS WITHIN 1,000 FEET OF THE SITE. GRAB TE NSILE STREBNGTH ASTM D4751 200 PSI MI N. GRAB TE NSILE ELONGATION (ASTMD4632) 3036 MAX. MULLEN BURSTSTRENGTH (ASTM D3786430A) 400 PSI MIN. AOS(ASTM D4751 20.45 U.S. STANDARD SIEVE SIZE) 2. DEMN AND INSTALLATION(( SPlCIPNG THM 2.1. HOG FUEL ONOOD BASED (MULCH) MAY BE SUBSTRUTED FOR OR COMBINED WITH QUARRY SPALLS IN AIRES THAT WILL BOT BE USED FOR PERMANENT ROADS. HOG FUEL IS NOT RECOMMENDED FOR ENTRANCE STABILIZATION IN URBAN AREAS. THE INSPECTOR MAY AT ANY TIME REQUIRE THE USE OF QUARRY SPALLS IF THE HOG FUEL IS NOT PREVENTING SEDIMENT FROM BEING TRACKED ONTO PAVEMENT OR IF THE HOG FUEL IS BEING CAMED ONTO PAVEMENT. 22. FENCING SHALL BE INSTALLED AS NECESSARY TO RESTRICT TRAFFIC TO THE CONSTRUCTION ENTRANCE. 2.3. WHENEVER POSSIBLE, THE ENTRANCE SHALL BE CONSTRUCTED ON A FIRM, COMPACTED SUBGRADE. THIS CAN SUBSTANTIALLY INCREASE THE EFFECTIVENESS OF THE PAD AND REDUCE THE NEED FOR MAINTENANCE. 3. MAINi11 iANCE STANDARCO 3.1. QUARRY SPALLS SHALL BE ADDED IF THE RAD IS NO LONGER IN ACCORDANCE VATH THE SPECIFICATIONS. 3.2. IF THE ENTRANCE IS NOT PREVENTING SEDIMENT BEING TRACKED ONTO PAVEMENT, THEN ALTERNATIVE MEASURES TO KEEP THE STREETS FREE OF SEDIMENT SHALL BE USED. THIS MAY INCLUDE STREET SWEEPING, AN INCREASE IN THE DIMENSIONS OF THE ENTRANCE, OR THE INSTALLATION OF THE iNiEEL WASH. IF WASHIM IS USED, IT SHALL BE DONE ON AN AREA COVERED WITH CRUSHED ROCK, AND WASHED WATER SHALL DRAW TO A SEDIMENT TRAP OR POND. 3.3. ANY SEDIMENT THAT IS TRACKED ONTO PAVEMENT SHALL BE REMOVED RM11ED1ATELY BY SWEEPING. THE SEDIMENT COLLECTED BY SWEEPING SHALL BE REMOVED OR STABILIZED ONSITE. THE PAVEMENT SHALL NOT BE CLEANED BY WASHING DOWN THE STREET, EXCEPT WHEN SWEEPING IS INEFFECTIVE AND THERE 18 A THREAT TO PUBLIC SAFETY. IF IT NECESSARY TO WASH THE STREETS, A SMALL SUMP MUST BE CONDUCTED. THE SEDIMENT WOULD THEN BE WASHED INTO THE SUMP WHIERE IT CAN BE CONTROLLED AND 01111cHARGED APPROPRIATELY. 3A. ANY QUARRY SPALLS THAT ARE LOOSENED FROM THE PAD AND END UP ON THE ROADWAY SHALL BE REMOVED IMMEDIATELY. 3.5. IF VEHICLES ARE ENTERING OR EXITING THE SITES AT POINTS OTHER THAN THE CONSTRUCTION ENTRANCE(S), FENCING SHALL BE INSTALLED TO CONTROL TRAFFIC. ♦ ♦ PUBLIC WORKS STABILIZED STD. PLAN — 215.10 DEPARTMENT COI RUCT14M ENTRANCE MARCH 2008 JOKM IN FLIER FA13RIC SHALL BE SPLICE] AT PIDWS. UBE STAPLES, YORE RINGS, OR Ed1NAlENT Ti'f �TT�t:H F�Mti[: TA PART'fi 8' MAX. POST SPAGING MAYBE WGRE BED TO V IF VIRE BAOUNG IS US® ror 9Y 14 am VIRE OR EQWALENT, IF STANDARD SIRMTH FABW I ME FLTTai FABRIC eAa U T110MVIM IWUTWE SOL 2'x4' WOOD POSiB,37,E' E7.r' p0M, OR MUIVAUDI 1 / i it I NOTES j 1. C"%%ffM OF USE 1.1. SILT FENCE MAY BE USED OOWNISLOPE OF ALL DISTURBED AREAS. 12- SILT FENCE IS NOT I (TENDED TO TREAT CONCENTRATED FLOWS, NOR IS INTENDED TO TREAT SUBSTANTIAL AMOUNTS OF OVERLAND FLOW. ANY CONCENTRATED FLOW MOST BE CON►IEYED THROUGH THE DRAINAGE SYSTEM TO A SEDIMENT 'TRAP OR POND. 2. OESIfGlI AND INiTALLATOON NiPEDFICJITOONS 2.1. THE GEOTEXTIL.E USED MOST MET THE STAN DAM LISTED BELLOW. A COPY OF THE MANUFACTURER'S FABRIC SPECIFICATIONS MOST BE AVAILABLE ON Snw— AOS (ASTM 04751) 30-100SIEVE SIZE (0.60-0.15MM) FOR SILT FILM 50-100SIEVESIZE 030-0.15M FOR OTHER FABRICS WATER PERMITTIVITY ASTM 13441 0.02 SEC^ -1 WINIMUM GRAB TEN SILE STRENCHT (ASTM D4632) 180 LBS. MMI. FOR EXTRA SIREN GH FAB RIC 7.00 IBS. MIN. FOR STANDARD STRENGHT FABRIC GRAB TENSILE ELONGATION (ASTMri b4632 30 %MU. ULTRAVIOIATERESISTANCE(ASiM04355) 70%MIN, 2.2 STANDARD STRENGTH FABRIC REQUIRES WORE BACKING TO INCREASE THE STREWTH OF THE FENCE WIRE BACKING OR CLOSER POST SPACING MAY BE REMIRED FOR EXTRA STREN67 4 FARM IF FIELD PERFORMANCE WARRANTS A STRONGER FELE. 2.3. WHERE THE FENCE N3 INSTALLED, THE SLOPE SHALL NOT BE STEEPER 71-M 21+iV 2.4. IF A TYPICAL SILT FENCE IS USED, THE STANDARD 4X4 TRENCH MAY NOT BE REDUCED AS LONG AS THE 130TTOM 8 INCHES OF THE SILT FENCE IS WELL BURIED AND SECURE IN A TRENCH THAT STABN.M THE FENCE AND DOES NOT AILLOW WATER TO BYPASS OR UNDERMINE THE OLT FENCE 3. MAINTENANCE STANDARDS 3.1. ANY DAMAGE SHAM BE REPAIR 111MIIEDIATELY. 3.2. IF CONCENTRATED FLOES ARE EVIDENT UPHLL OD THE FENCE, THEY MUST BE INTERCEPTED AND CONVEYED TO A SEDIMENT TRIP OR POND. 3.3. IT IS IMPORTANT TO CHECK THE UPHILL. SIDE OF THE FENCE FOR SIMS OF THE FENCE CLOGMG AND AC'TNG AS A BARRIER TO FLOW AND THEN CAUSING CH ANNELIZALMON OF FLOWS PARALLEL TO THE FENCE. IF THIS OCCURS, REPLACE THE FENCE OR REMOVED THE TRAP SEDIMENT. 3A. SEDNi1ENT MOST BE REMOVED WHEN SEDIMENT IS 6 INCHES HIGH. 3.6. IF THE FILTER FABRIC (GEOTEXTiLE) HAS DETERIORATED DUE TO ULTRAVIOLET BREAKDOWN, IT SHALL, BE REPLACED. ♦ * PUBLIC WORKS =ALT FENCE STD. PLAN — 214.00 DEPARTMENT MARCH 2008 R=382204 ��js 1 PER CITY AMS 7/31/13 iniXP SURVEYED: SCALE: DATE: 5628 Airport op VERTICAL: NAND 83/ HIGHLANDS PARK SHORT PLAT(U13001144)5/12/2015 +►�' uvt�HORIZONTAL: NAD , S83 , 99, � uite 144 2 PER CITY � AMS 1� � 13 Iwl�r' DESIGNED: SEE GRAPHIC CITY 0F� AMS/MXP 6200 S E 2ND P L, R E N TO N ,'SIVA RELDBOOK: Seattle, WA 98108 3 PER CRY AMS 3/27/14 MXP PAGE: #g [�, 4 PER VII 1 i�� 10/7/14 DRAWN: RENTON T'" (206) 420-7130 Q � 0 14 MXP AMS ONE INCH DATUM '"� .� �Q�.3.1 �, 5 Pay cxnr ft�w com�s ,�l�s M �yP CHECKED: EROSION CONTROL DETAILS 206) 45'x`-4469 � "`�� 20 15 IIIA DRAWING NO: AT FULL SCALE ��10 MXP IF NOT ONE INCH Planning/Building/Public Works Dept. 024-12 Survey - C u�il - Structural logconsulting.c m NO. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY SHEET- OF: MW 4.,A -NNNNAA 11 Cn D n n O �O �O C �Cn �z M �O �T ,. n� z z M M C] D r^^ -r r�1 Iz w r O z ;= I CDD N -P s2 C r C ° Oo S �N D O N M M z m z M M M O D Cn D n n O �O �O C �Cn �z M �O �T ,. n� z z M M C] D r^^ -r r�1 D w r O I CDD N -P s2 r C ° Oo S �N D O N D CD 0 D O M p C'o W D O U W J LL Ld Z C) D LL_ n wj O L N 3 CV r .It N 0 I C v a- 0 U) I n 14)i 0 a- CP .L- N .0 tT C w 4 n CD 0 1-110 l N Itd- 0 N � 04Q Q Ljj U- L E.) . r 'TRANSITONT-0-' AH Yk-- ; 419.30 EX. 418.80 iI o OG PLANTER STRI 'Q6, -, -, ,,,,,,. __ ...., . r ,,, ,,, ,,, ,,,,,, ". .�o 419.8 ' I ti 419.38 L L I CURB TRANSITION DETAIL \,da ,.,.,. ,, ,,,,,,,,,,,, ,.,,,... l L I } .v,-,. -w, .,.,,,,,_.. ti . Y \ a i t O 0 11 "v CSI I r -�:,, ..., ,...., ,,-.,,. u 4 { ,. Y I t 11Y 4, .11 ASPHALT TRANSITION RAMP 7'X9' 3 ST1 IL A :19+31'.53 ;1. ELEV @ TOR.:439.43 r ELEV @. BOR.,:430,80 a S :, , r ` _> - ...-. 1z III L Q - , 7 2 CO C. PAD W `3 r ADA COMPLIANT I ( TR NC ED DOM a t x, :� k11 -\ N ,. 11 WALKWAY TrXIANSITION DETAIL 1" =5' . _ .. (:`ITI' OF RENTONRENTON.._.____._...w__.� �.<_W. .r-- '' t'.r f � r - --" 11 .4p :r v d , Date: ! • Approve b y, ._ ar______ Date: __ _ Approved by:..-- Date:-- I t,-� ,• , , . -, �11"s. 1., 1 ."." I 'i - , , I , - , , ', �,,- I - % " , I , I - - ,.,- � ,,, - I - -, '--,,'�- 'e,�-. 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SEE SHEET 6 OF 11 "COMPOSITE UTILITY I I ` PLAN" FOR UTILITY CROSSING INFORMATION I I { 11 I I ,. - I 4, 11 GRAPHIC SCALE , �` I s �' , I „, { 11 i I ; I " '..r I t INCH = 20 �. 11 I LOT 1 [ \, ( 11 I LUT 2 I I --- � -- ---1. -_ ��v, rr 10 998 S.F. ` C l�Q � + I '` 11,000 S.F. "+ .,.... 1� ", . toge`C UC.� ( FF.:424 I w { I w I _ `'%'\ I `{ , r MAX IMP.:3,100 S.F. I I i I `" "r r :�; ,11 4 Y' '... j.., { 4 :: I ^ MAX IMP.: 3,100 S.F. . �h tn, �! I �, Y A. Y ,'v-{`4, , T /fit �/� i1, Ir.'.t, kIleYy , „ , ti , / . -' 1� 1 v ( N V I I ' , J -.1, •. ` 1\„ , `i` (•` "'rI `n . , . y11 w < I- 0 } 1 J1'� h 3 i °x. i'� m -j I i ��M� .G,,hu i t 1 ., co ;,11 - '�11 'CO I toI I m I m ``� CO 11- , " ,�, I m I I m ,�r,r' s11 ;n in :,,, CATCH BASIN I�0.:1 it) I ,w I I ( ( t2"" ,,,; ".)4e,:4 W/ SOLID METAL COVER I GX�'S't"'�N6 SWt�L.L� I { I ``' , � \J., �''`` ;{PER STDP 200.00 & 204.10) I r rX A..--'' `'I ��r " STA.:9+fi2.56 23.x' RT - - x I �; I { I N b,�;�. { - r,. J •. 1, "fi t n, , J RIM.:431 (MATCH EX.) � r ��.. { I ':'•, t.�,, ,- �„ LOT IE 12" CPEP E.:428.29 j< »�� ., I _ f I DRYWELL 13'0 X 6' D I I -r''"' i 11"t IE 12" CPEP W °428.19" I 11 I I W/ 1' SOfL COVER ' jr'' �a 21,102 S.F. `1'� hf$- _ 't0 ; "'i J�'1 ` ALL�ROOF 5& FOOTING , I I PER KING COUNTY FIGURE C.2.2.0 I DRYWELL 15'0 X 6' D fh y r 1 MAX IMP.: 5,402 S.F. r,�Y I I �,N Wf 1' SOIL COVER PER ` DRAINS FOR LOT 1 ".,.b� L�., r.r `<. ` kRYWELL 13'0 X 6' D NS ` 1 ARE TO BE TIGHT LINED I I I KING COUNTY FIGURE C.2.Z.G ` r -[` ( N ` W/ 1 SOIL COVER r °, TO CATCH BASIN i �a',i _„� C # l ( ER KING COUNTY FIGURE C.2.2C "'' I I ALL ROOF & FO( iTING DRAINS r � 2� CB (TYPE 2-48) N0.:411 I LL ROOF & i=OOTlNG { - FOR LOT 3 ARE TO BE TIGHT LINED TO , i;` C--- 30 BSBL W/ SOLID METAL COVER - - - j I CATCH BASIN..11 11 (PER STDP 200.00 & 204.10 - �` - - DRAINS FOR LOT 2 __ 30' •BSBL �, �;3 L" I --1 L - r., "- "` ' CULVERT W/ DEBRIS BARRIER ARE TO BE TIGHT LINED CATCH BASIN N0,:1 STA.:12+15.11, 23.96' RT - - - - - - _ ��`" I ,, f TO CATCH BAStN ` ''., - W/ SOLID METAL COVER - - - -�' `'` (PER STDP 223.00) RIM.:420.16 €\ J t is .,"` ! - - -� STA.:9+22.53, 18.98` RT PER STDP 200.00 & 204.10 IE 12" CPEP E.:413.68 ( ) 3. 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IE 12" CPEP N.:415.28 �. , .�.,�ti.^-�•� I �f <- 3 I i �'��//��;. 1 CATCH ASIN NO.:2 1 y xe'> W/ VANED GRATE IIs 3 ,. , , t , , r (PER STDP 200.00 & 204.20) • r x �. ti x t t I >- ,- . r ,, , (- STA.:9+62.56, 5.88 RT I I Q o S I RIM.:429.50 u.. Q IE 12" CPEP N.:427.19 © I = "Pe� = I I i� w 30' A � 30' } i SHORT PLAT SUMMARY PROJECT AREAS LOT 1 10,989 SF LOT 2 11,000 SF LOT 3 20,000 SF TOTAL 43,400 SF PROPOSED NUMBER OF LOTS: 3 ZONING: R-4 NO CRITICAL AREAS NO CRITICAL AREA BUFFERS NO STREET DEDICATIONS NO PRIVATE ACCESS EASEMENTS 4.10' 13.0' .00 6.40' 26' FL TO FL wo w z � j J I =) I <t 0_ z -1 N W w to EXISTING `� d ASPHALTO -----�- ROADWAY a- 2% --__------ --- -_--_________---------------------- EXISTING CONCRETE CURB & SIDEWALK X Al .. . WA5 .*t .1 kx , I 1 PER Cl1Y REVEN COMMENTS 5628 Airport Way °. 2 PER CITY REVIEW0 LAB COMMENTS ele, WA 0 3 PER CITY REVEIN w 'L 4 PER CITY REVIEW COMMENTS (:206) 420.7130 o� 31LL C 0w =0 N�l Am a F (206) 4> 7-4469 �'� . �ti S PER CITY REVEW COMMENTS I'M'S qj & I Im %X Survey- iVill - Structural � NO. I REVISION 6.60' TO FACE OF CURB 2.50' 1' 1 6" VERTICAL CURB & GUTTER ---.,, son - -7 4"ASPHALT CONC CL 1/2" OVER 7" CL 1" 6"MNRL AGG TYPE 2 (95% MIN COMPACTED DEPTH) . . ' C� O O - Q d 4 A. 23.40` dd 00000aoo` ..,r.,,..., -.<-e«....._.,... >•, ,v......,,-111-1----.-----,-,--- 4 ...w..,n,..,.. ' ,....,........ ....... .....•._.»...e„ , � y --' _ `� 11 .ar. ..� _'''.y, �, rpt 'x . a4 \`.vS" : C'4, : d ••fir:. % 'x'' u`s`a.'ziT1, `,i: ry' .. <, .R: -ix. 2.'y:¢�'ry4 /.•,. Str';, 1; '(;"- rry„`Af y ,, aft-,<.-;, `"\"` �C: s^;-,a<,,,.:a o?`�tt:,x,A,,,, ter:•\. ri ,v-, , x L:` •. �`C'G;;;.. arc-r..�t t,.. ..x.._s„xs' 4-1 _ _ _ __ ___- Z. , - ., 8 0.00 5 ; �, C;1 � z TYPE 2 RB Dt 7tVC,Wfty 1% '11` 0 •1 f PER Q `� Gott. 11,0 3 STA.:9+49.00, 6.60 LT , : � s`Z�Z�t 4111 ` :>tr t i r i i ': .. t i as r K 2 ff .ar. ,Wrs,Q \ t f.: !w `r a. 4 �n In �^ s: .,5,,, ..., Y ETE F , �� Y++ 1 ~_ . ` 1 .`t< �i> tir b i vv. 7 v u.� \ r �i .. .r 2` TSTM .4`.siicw;1 f7 i I ' -r....,... 4 F' „" l �lr C` M �i'aW ' `� t 5 J✓k 'x`'a'• �'i,,� Lw„ ! _ s �. �.tq ... v»x a. itr'ar i,< sr= IV `s,, 'F ,,- '11 '1�1 ` L '° i � _ ss 1 1 ,> Y M t ,�,kI rL, +; "$ r t 4�- `Y C S t fX 4° S k°S ;�.`,` a° v "" M; F,.. , F - "' 4 �74, E. Z i v "" , i -t P,'i 0 � 110 W11 3r. 11 11 o J 11, o I w I11 I 8' 5' PLANTER STRIP CONCRETE SIDEWALK 2% d 1 .44 '' ' • 4 . . ' , . A _ 9.90' LANDSCAPING 4:1 bP. FLAiMIZ MAX -\-" -11C/� / /. SUBGRADE COMPACTED TO MINIMUM 950/0 NOTES.: SECTION SE 2ND PL 1. PAVEMENT RESTORATION ON S.E. 2ND PLACE SHALL BE AS PER CITY OF RENTON TRENCH RESTORATION AND STREET OVERLAY REQUIREMENTS. N.T.S. sus-sezr -Cb F.F.L'k c.b ub :Tzmas Ac fva =ksPw1z*, 2 CONTRACTOR TO ADJUST PAVEMENT LAYER THICKNESS TO MATCH EXISTING R-381105 NOTES.: a. SINGLE FAMILY RESIDENCES AND OTHER IMPROVEMENTS CONSTRUCTED ON LOTS CREATED BY THIS SUBDIVISION MUST IMPLEMENT FLOW CONTROL BEST MANAGEMENT PRACTICES (BMPS) AS SPECIFIED IN THE TABLE BELOW. LOT NUMBER BMP TYPE 1 LIMITED INFILTRATION DRY WELL 2 LIMITED INFILTRATION DRY WELL 3 LIMITED INFILTRATION DRY WELL b. COMPLIANCE WITH THE BMP REQUIREMENT MUST BE ADDRESSED IN THE SINGLE FAMILY RESIDENTIAL BUILDING PERMIT DRAINAGE REVIEW WHEN AN APPLICATION IS MADE FOR A SINGLE FAMILY RESIDENTIAL BUILDING PERMIT FOR THE LOT. c. ALL INDIVIDUAL FLOW CONTROL BMPS SHALL BE PRIVATELY OWNED, MAINTAIN AND KEPT IN GOOD REPAIR BY EACH LOT OWNER. ROADWAY THICKENS OF S.E. 2ND PLACE. 3 . GR 3:ND AND dVUL tY n C.."TM LXWrk. b', S'rt Ur ---4W 6TCCT" Tb 3NSPEZIM 7 3SURVEYED: ya SCALE: DATE: VERTICAL: NAVD , 98$ iax k H I G H LAN IDS PARK S H 0 RT PLAT U 1 Q 01144) 5/12/2015 HORIZONTAL: NAD , 983/199, CITY FIELDBOOK: Adw 1 1 13 �DESIGNED:SEE GRAPHIC ,/ M AM 3/27/14 MMP 6200 SE 2ND PL, RENTON, WA PAGE: DRAWN: i, RENTON AM 10/7,/14 MV AMS SITE PLAN DRAWING NO: ONE INCH DATUM T 20 1S � CHECKED: wn AT FULL SCALE II�� IF NOT ONE INCH Planning/Building/Pu'blic Works Dept. 024-12 BY DATE APPR APPROVED: SCALE ACCORDINGLY SHEET: 0F: 1 i om: � C _ ��4 *z D 0 , z I z o C m ^c 9 j K m z m z C! m M --- >% Vn D T n C D ID � C 7 C C ,cn I 7 • 7m >:� �_ IC j-0 �- n� nz z M C ----I D Cn D 7 C7 c O m ^c t DS :r C! G < W 0 0 w .j ILL W, 0 Cn N 04 0 1 C a EL LJ0 Q- E 0 0 co0 C a CL CY) C C 0 cL 0 0 C14 N_ 0 m- < z 11-oo, LLJ FOUND REBAR & L 0.06S S3 & C J % .7 g Ys LLJ10�'�1'11111,.,11111 *-y-y—y-111 WMSIN(j- q- -5 BOTTOM 12'CPEP.:414.66 TOP 6" SSS.:413.21 -XL -1.45' ............. . .. .. �' . . ......... ....... & to......... ...... L ---------- R G W LO C) is ti ry Sc rt S. 7 - -- - - ---------------- - --- - ----------- ..... . ..... - ------ CITY OF RENTON Ar Approvedbly'7 A� �—� Ute: Approvedby- D Or ApprovedVy-. A J"- J D Approvedby, Date: 95 ., t,�t _} I f I - — -.r OTTOM WATERA21.0 -- - — ----------- -TOP 12"CPEP.:418.73. 2'ND Nt=VV � I Umm LjM4k1NAUr-- SEE SHEET 5 PLACE ' I �nw,. t , ,..t].3.(s.�:t�„.:n�SE =T .......... ...... ............ 7 -77 21 4'1<\ - r Uj - m i J b 31. E, 4 25, m m .... ..) N88* 01 33"� 274.25 .......... S:_' .. S(,. JT1�. Y`..�.' yl:,µ JJ i{ f`y<�<• .V -n t cz .,+,,.. .. 5 E ,.. ..vs.V:.,':'S-r"1.36 .i'1 �,"2 S.`., ....... ......... ...... ...... .,. f I - — -.r OTTOM WATERA21.0 -- - — ----------- -TOP 12"CPEP.:418.73. 2'ND Nt=VV � I Umm LjM4k1NAUr-- SEE SHEET 5 PLACE C'C'f�-�'CLEARINCE:2.28' �nw,. t , ,..t].3.(s.�:t�„.:n�SE =T .......... ...... ............ 7 -77 21 r Uj - m .. ....... . 31. E, 4 25, m m m .......... 0 ---I > -4� 4 j 2 4, 0 Cn FOUND REBAR & CAP LS2171 0 0.10S & 0.03W 1UT ia 10 GRAPHIC SCALE IP �0 4.0 177777777-7111111111111 I INCH = 20 FT. 10' PSE EASEMENT PER AF# 8�03010803 .. . . .................... EX WATER METES ,- . ... ... .... - -- -------- w 0 0 010 . .... ..... G. (7) -0� r7 z C 21 r S' FOUND REBAR & CAP LS2171 0 0.10S & 0.03W 1UT ia 10 GRAPHIC SCALE IP �0 4.0 177777777-7111111111111 I INCH = 20 FT. 10' PSE EASEMENT PER AF# 8�03010803 .. . . .................... EX WATER METES ,- . ... ... .... - -- -------- w 0 0 010 . .... ..... X. pL WASkl I PER CffY REVIEW COMMENTS AM 7/31 /13 MV SURVEYED: SCALE: 5628 Airport Way VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 2 PER CITY REVIEW Omk*M SEE GRAPHIC Suite 144 #AS 11/1/11 mw DESIGNED: Seattle.. WA 98108 3 PER MY WMV COMMOM AW 3/27/14 MXP AMS/MXP Aft • :: DRAWN: 4 PER C” REVM COMMEM AM 1 mw P (206) 420-7130 0 14 ANIS ONE INCH I 1 31 CHECKED: DATUM F" Apr,& am. as Am" a a in wasp F ('206) 457-4469 5 PER MY REVIEW COMMENTS #As 15 MV— AT FULL SCALE %P IV mo qj 16 5 1 IG 0 MXP IF NOT ONE INCH Survey - Civil - Structural plogconsulting,com NO. REVISION BY DATE APP R APPROVED: SCALE ACCORDINGLY I mw w DWI i1X -4 C) I W .j 0 R =382206 R CITY OF HIGHLANDS PARK SHORT PLAT (U13001144) DATE: 5/12/2-015 RENTON FIELDBOOK6200 SE 2ND PL, RENTON, WA PAGE: COMPOSITE UTILITY PLAN DRAWING NO: Planning/Budding/Public Works Dept. 024-12 SHEET: 60F.1 1 IAI—ININININIAIA • G. (7) I A I N A�z TT . . ..................... 9+00-00 r7 z C 0 r S' - m .. ....... . 31. E, 4 25, m m m .......... 0 ---I > X. pL WASkl I PER CffY REVIEW COMMENTS AM 7/31 /13 MV SURVEYED: SCALE: 5628 Airport Way VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 2 PER CITY REVIEW Omk*M SEE GRAPHIC Suite 144 #AS 11/1/11 mw DESIGNED: Seattle.. WA 98108 3 PER MY WMV COMMOM AW 3/27/14 MXP AMS/MXP Aft • :: DRAWN: 4 PER C” REVM COMMEM AM 1 mw P (206) 420-7130 0 14 ANIS ONE INCH I 1 31 CHECKED: DATUM F" Apr,& am. as Am" a a in wasp F ('206) 457-4469 5 PER MY REVIEW COMMENTS #As 15 MV— AT FULL SCALE %P IV mo qj 16 5 1 IG 0 MXP IF NOT ONE INCH Survey - Civil - Structural plogconsulting,com NO. REVISION BY DATE APP R APPROVED: SCALE ACCORDINGLY I mw w DWI i1X -4 C) I W .j 0 R =382206 R CITY OF HIGHLANDS PARK SHORT PLAT (U13001144) DATE: 5/12/2-015 RENTON FIELDBOOK6200 SE 2ND PL, RENTON, WA PAGE: COMPOSITE UTILITY PLAN DRAWING NO: Planning/Budding/Public Works Dept. 024-12 SHEET: 60F.1 1 IAI—ININININIAIA • G. (7) z r7 z C 0 r - m Dm m m m m 0 ---I > �n 0 0 r Do Dm Cf) Lli z '�tt F- >J U CL LLJ ry a 17 U) I 0 J 17 CN7 d- r N 3 N r d' 0 N a 0 C Q z t✓ 0 E 4 V) O 011 43 .(7) W O i� 0 0 _N :2L;j a CN W U- n SURFACE WATER DRAINAGE NOTES AND SPECIFICATIONS 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRECONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF RENTON PLAN REVIEWER. 2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE 1996 STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION PREPARED BY WSDOT AND THE AMERICAN PUBLIC WORKS ASSOCIATION (APWA), AS AMENDED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. 3. THE SURFACE WATER DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS, WHICH ARE ON FILE IN THE PUBLIC WORKS DEPARTMENT. ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE CITY OF RENTON PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY SECTION. 4. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 5. DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1988 METERS, AND FOR HORIZONTAL CONTROL SHALL BE NORTH AMERICAN DATUM 1983/1991 METERS UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS. 6. ALL SEDIMENTATION/EROSION FACILITIES MUST BE IN OPERATION PRIOR TO CLEARING AND BUILDING CONSTRUCTION, AND THEY MUST BE SATISFACTORILY MAINTAINED UNTIL CONSTRUCTION IS COMPLETED AND THE POTENTIAL FOR ON-SITE EROSION HAS PASSED. 7. ALL RETENTION/DETENTION FACILITIES MUST BE INSTALLED AND IN OPERATION PRIOR TO OR IN CONJUNCTION WITH ALL CONSTRUCTION ACTIVITY UNLESS OTHERWISE APPROVED BY THE PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY SECTION. 8. GRASS SEED MAY BE APPLIED BY HYDROSEEDING. THE GRASS SEED MIXTURE, OTHER THAN CITY OF RENTON APPROVED STANDARD MIXES, SHALL BE SUBMITTED BY A LANDSCAPE ARCHITECT AND APPROVED BY THE PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY SECTION. 9. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH SECTION 7-02.3(1) OF THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL, TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. ALL PIPE BEDDING SHALL BE APWA CLASS "C", WITH THE EXCEPTION OF PVC PIPE. ALL TRENCH BACKFILL SHALL BE COMPACTED TO MINIMUM 95% FOR PAVEMENT AND STRUCTURAL FILL AND 90% OTHERWISE PER ASTM D-1557-70. PEA GRAVEL BEDDING SHALL BE 6 INCHES OVER AND UNDER PVC PIPE. 10. GALVANIZED STEEL PIPE AND ALUMINIZED STEEL PIPE FOR ALL DRAINAGE FACILITIES SHALL HAVE ASPHALT TREATMENT #1 OR BETTER INSIDE AND OUTSIDE. 11. STRUCTURES SHALL NOT BE PERMITTED WITHIN 10 FEET OF THE SPRING LINE OF ANY STORM DRAINAGE PIPE, OR 15 FEET FROM THE TOP OF ANY CHANNEL BANK. 12. ALL CATCH BASIN GRATES SHALL BE DEPRESSED 0.10 FEET BELOW PAVEMENT LEVEL. 13. OPEN CUT ROAD CROSSINGS THROUGH EXISTING PUBLIC RIGHT OF WAY WILL NOT BE ALLOWED UNLESS SPECIFICALLY APPROVED BY CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS ADMINISTRATOR. 14. ROCK FOR EROSION PROTECTION OF ROADSIDE DITCHES, WHERE REQUIRED, SHALL BE OF SOUND QUARRY ROCK PLACED TO A DEPTH OF ONE (1) FOOT AND MUST MEET THE FOLLOWING SPECIFICATIONS: 4 - 8 INCH ROCK / 40 - 70% PASSING; 2 - 4 INCH ROCK / 30 - 40% PASSING; AND LESS THAN 2 INCH ROCK / 10 - 20% PASSING. 15. ALL BUILDING DOWNSPOUTS AND FOOTING DRAINS SHALL BE CONNECTED TO THE STORM DRAINAGE SYSTEM, UNLESS APPROVED BY THE CITY PLAN REVIEWER OR SURFACE WATER UTILITY SECTION. AN ACCURATELY DIMENSIONED, CERTIFIED AS -BUILT DRAWING OF THIS DRAINAGE SYSTEM WILL BE SUBMITTED TO THE CITY UPON COMPLETION. 16. ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMITS BY THE CITY OF RENTON DOES NOT RELIEVE THE OWNER OF THE CONTINUING LEGAL OBLIGATION AND/OR LIABILITY CONNECTED WITH STORM SURFACE WATER DISPOSITION. FURTHER, THE CITY OF RENTON DOES NOT ACCEPT ANY OBLIGATION FOR THE PROPER FUNCTIONING AND MAINTENANCE OF THE SYSTEM PROVIDED DURING CONSTRUCTION. 17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARD, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK COVERED BY THE CONTRACT. ANY WORK WITHIN THE TRAVELED RIGHT OF WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE A TRAFFIC CONTROL PLAN APPROVE BY THE PUBLIC WORKS DEPARTMENT, TRANSPORTATION SYSTEMS DIVISION. ALL SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 1-07-23 TRAFFIC CONTROL SHALL APPLY. 18. SPECIAL DRAINAGE MEASURES WILL BE REQUIRED IF THE PROJECT LOCATION IS WITHIN THE AQUIFER PROTECTION AREA (APA). .-_---_--______-_-____-_ CITY OF RENTON Approved by. .�r ate: Approved by -,2 naw Approved by, .-.._-..----..-. .,_ Date: Approved bv:._ - Datta e` 1: A k i f�V3Y ru ... ww. $' a•.t CEMENTICON RETE H PEDESTRIAN MR, m 4T SO- RAMM ANO LANDINGS ; ,.. , ..,,... FACIA OWAWAdEW3 C E NT CONCRETETRAM i t' . FACk i D ENT 00 2,4. I , I�IVi?I11 ROA A Top Of. AINMWAY OEPR58-ED' CURS ;SE'TION z M A SlDEWI� ;f +11vSNl�YS OIC "t, fid..°.. `'. DEPR ESSED CURB SECT 3iN PACE't 'ktt s 9 AFT SM� WALWMMFS 1..� PAC AC;mtAC8NTCUR9T11 OF ROAMNAY tr f j j aux r R.,, t, t - - •- ;• row y.�,,.a.,�:•�.-,..».�[Mp.��I�M,[��j(��lM}��')♦jpA {{.y. y1��J..4�¢��VJ..'¢�.'pM� 'yN".�D1�')t TSE ! Y •�T" �.A6'i E S� E r. y T RAP EF1C:CURB DEPRESSED CURB DERAIL AT Re$1mN1fP ORf �Mk tAt. O l' WAY& 040 ALLEY �S"�It~1t, �;sDitw z xt 0,0T E3 mat 1 '1, 1Ssr c Las# arts r xY ate sxzcabtzt t�ac usw, iti#r 4 43ras# tdr"! i "ark t ? : P'vmuc 'I� ORY."s IOC. 7 - _------------ - -Y; �..� ., �F�.D� �s.�; Not FrBg #Xtz wto 21MV TP AoJACERTTO CURS' i o • f Y -0- ljzJm mf km �ANG ttt+U P s Auto rte.: s� s�au gore sr ,...„ A te#`i -0 CLM AND RARMG,OR WAS BU�Atg1'#311:'' 9 ib Yes �E ANNOW FLLF911 14%'ea i9WACIE F 6 f,M1•- .c"` �p '�� 4`�•;* Fq' " f tillAMEO fit„ a� $€I43ii F Y we DETAIL t• wV� L ^r � T� •�� .v �, < " �° i�t£a!i lt4;"Ltcti�$�?Ni'B�fi'r a ., z;•• "� .' fi ' For NOT a STD PLM 104 . qq y+! �y ,� '' �.,-,`' `'€ :��x • a ,. r+•�,�, ,�� f�+alV stt�a r'�itt#t'�C2rr1 �sf i$2. . appk*We OC w 'S'To I„AA#+I � F 4• „a, L'+``k� �,. �.�f?�S'�E�k'bid:•f47,'�"aiF3��.'�'(:k$.:iE '� W7,+.At ` a 'r"�t .Ce • y'9b'ai q ;�+�„�;'e, +: i IFIPE ALLOWANCES M41161YAL of R -PIPE REINFORCED OR 13' PLAN COPCF&tE r 0 1 t1• Suiite 144 FRAME AND VANED GRATE S06-20) PER CRY REVIEW COMMENTS Soul) WALL PVC sA'-ter �. �_ ,r' .-� \'�i► 1srD. sPlEc. a-.121)) PER CITY REVIEW COMMENTS PROFILE WALL PVC 1$. (am- mac- 64Xs_12(2)) PER CRY REIAEVIi COMMM CONS%PT F (206) 457-4469�� $ � � �IoSure $ PER CITY - Civil - Structural pro consu.con.7 t NO. REVISION � IV Olt'Ir Cn ... D ONE 83 BAR HOOP FORS' HOWT TYNO #3 BAR HOOPS FOR 12" t laff 7 RL'CTANOUL AR ADJUSItSOW SECTION IFIPE ALLOWANCES M41161YAL of R -PIPE REINFORCED OR 13' PLAN COPCF&tE :F kj ALL METAL PIPE 1 t1• Suiite 144 MP S06-20) PER CRY REVIEW COMMENTS Soul) WALL PVC 18• 1srD. sPlEc. a-.121)) PER CITY REVIEW COMMENTS PROFILE WALL PVC 1$. (am- mac- 64Xs_12(2)) PER CRY REIAEVIi COMMM kr CORRLIGATED POLYETHYLENE STORM SEWER PIPE .�e1 .•,� X i' `�; /- 1. As accepisbie wahn wee to the rdarown the PRECAST BLASE SECTION, titer (placed aotxl'Iding to the ftnftz Sp tfans}, or wire mesh ha ng a mfninasn area of 0.12 square inches pert of shell be used with the mMlmlm required rebarshown in the ALT11RNATM r " / RPWICAST RAW SEC71WN. liMps mesh shall not be placed In the M BAR EACH CORNffi -- � J 2. The knoll cxlt diam Aw shall not be gfeeW 11hon 20'. Knockouts *WI hoe a well thiolmns sof 2' mt*mn b 2.5' max mum. PFwWe a 1.5' min tnurn gale bebsreers the knodwA wag mid its s WW* of the pipe. eAR EACH SIDE-- / ' i Ager the pipe Is ins imie d, fm me gap with joint momr in acoordance - with Standard SpsciAosi on 9-04.3. 3. The maximum depth from the finished grade to the fo*x* pipe invert f �r shall be 5'_ ra BAR EACH WAY -- 4, The trema and grata nmW be InsAaled with the dense dawn. PRECAST BASE'1iWf M #3 MR EACH COMER t8' MIN � B1SR r1as�P 5. The Pnacast Base Section may have a rounded floor, and the walls may be sloped of a rale of 1!24 or steeper. B. The opening; shall be measured al the top of the pnac"base ss dbn, 7. All pickup holes shag be grouted fun afirir fisc basin has Inn pisossd. 8. AI grade rings and caiiw SSteri be Sept in mortar in aaoordance %0 Staandald Sp don 9443. :SEE N=1 ALT'®tMATME PRECAST WASE, SECTION STD. PLAN -- 200.00 ♦ + PUBLIC WORKS CATCH BASIN TYPE 1 DEPARTMENT UARCH 2()013 --- ----- 24• -`k- BOLT -DOM SU DETAIL AND W sl TOP Provide two siva in the cover that are verfivaify aligned With the hales In the fisame.Location of bolt -down Slots 4 3J4'_-- 1 ill' vert is mnxv different "snubokmer3_ 2. Alternative rWn nranfrtg designs are soceptable in lieu of fhsa rib design. HIS 3. Defer t o fyt ndard Specif cation 9-0�5.�15t2o for additional ----- {-- -- requirements W R - SEE Nxif6 2 4, For Frame dermis, see City of Renton 11111111UMN C A) Shnlard Plan 204.00_ f 1J2' ---- __-..__1_.� Tw 0R\ 399 IMAM. HOLE -- 1 • _. _ 112' CUM_ HANDLE MOTION .t , BOLT -11110 i BLOT WTAIL SEE NOTE 1 IsiOEE7711C PU��[,IC WORKS RECTAN0ULAR SOLID STD PLAN -- 2E34.14 ' d ` DEPARTMENT METAL COVER DAARCH 2008 AMS 7/31/13 g X. pZ WAS SURVEYED mv 11/11/113 5628 Al Way :F kj PER CITY REN" COMMENTS Suiite 144 MP 2 PER CRY REVIEW COMMENTS Seattle, WA 98108 CHECKED 3 PER CITY REVIEW COMMENTS P (206) 420-7 30 0�'31 4 PER CRY REIAEVIi COMMM CONS%PT F (206) 457-4469�� $ � � �IoSure $ PER CITY - Civil - Structural pro consu.con.7 t NO. REVISION AMS 7/31/13 MXP SURVEYED mv 11/11/113 MXP ESIGNE DESIGNED- D / AM AMS 3/27/14 WP AMS 10/7/14 MP DRAWN: AMS AMS 2/20/15 MV CHECKED BY DATE AP P R APPROVED: MXP La 4W au• DIA. SMOOTH BAR PIP[ COUPLING -- L SPOT WELD BARS TO AT LEAST 2 CMP OR CPEP SMOG CORREGHTIONS OF METAL PIPE {TYP) INTERIOR BOLT TO CPEP SMOOIT4 INTERIOR PIPE. SIDE VIEW MPE: 1. This debris barrier is for use outside r adimays on pipes 3W die. and smaller. 2 See drawing 223.10 for debris bw t mon pipes pwiecting from drKwasys or mods w aide Japes. 3. All OW parts moat be gehwbmd and mphait mated. (Treabnent 1 or be#we 4. C1111112-srtronth kderior pipe mqukm bob to amara debris border to pipe. ETRIC STD. PLAN - 225.04 PUBLIC WORKS DENS WAIRRIER M + DEPARTMENT - - NfjARC:;H 2008 p CLEAN SURFACE AND BOTTUM AREri PROVIDE UNFORM CONTACT_ THE SURFACE AREA OF THE BABE SECTION MUST BE GRCKJTED TO THE BOTT43M EAOF THE ADJUSTMENT BEOTION. FRAME AND VANM'TIMATE SAIR ONWIN Np'T!S 1. THE COVER OR GRATING OF A CATCH BASIN SHALL. NOT BE GROUTED TO FINAL GRATE UNTIL THE FINAL ELEVATION OF THE PAVEMENT, GUTTER. DITCH, OR swEWALK IN WHICH R IS TO BE PLACED HAS BEEN ESTABLISHED, AND UNTIL PERMISSION THEREAFTER ER IS GP/M BY THE ENGINEER TO GROUT OR CRATING IN PLACE IN ACWRDANCE WITH STANDARD SPECIFICATION 2. SHIMS SHALL NOT BE USED TO SET FRAME TO GRADE, THE USE OF SHIMS IS PROHIBITED. 3. MORTAR SHALL BE PLACED BETWEEN ADJUSTMENT RINGS AND BRICKS PRIOR TO PLACEMEN, 4. THE USE OF BRICKS IS PERMITTED WHERE THE BRICKS ARE STAGGERED TO CREATE A RUNNING BOND OR 3'z BOND. SEE NOTE 4 STD. PLAN -- 202 00 PU I LIC WORKS CATCH BASIN INSTALLATION M + I7EPAR`1'MEN'h Mr1hRC.',H 2008 SCALE: VERTICAL: NAVD 1988 SEE GRAPHIC HORIZONTAL: NAD 1983/1991 CITY OF RENTON ONE INCH 1 DATUM AT FULL SCALE 1Planning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY �I wP. .Pf$"b'k uC sss-��a z �•��+�rzr��a.s+rzt�s,� y ,,,�� r err T S R 4 `I'YP 1 jWMETMC'VIE #WT- SUI TAIL iIF i i AND NM I I f A , 20+ i IS- .. t f"IEIC�"1"It;Ii11 { 11 Pic - 4 _ { ... - 1fN�7iItE'1"t#11C PUBLICS WORKS DEPARTMENT E I 114.'.. trawl R� ++ t St ' i #IST»IIP m%W NT.I IL t ProvlGe two skrtfl in the gnift that anti vwftdy altgned with to t1dm In 'rifle froths. t ooell s of #x211 damn A* 2 RelW to &ondtn'd BpeditaUt 8--05,1 ) for snit r8gtlt'renle. 3. Unless adhemise specliied, vaned Wallas shall be used whh standard tome In the trial W&I, putter or atlt iWer. varod SmAn OW not be lorrated within cxraes mads. Use vaned grata *WV rallied curbs. IUMTAIrNAiiL" F 204,20 V'`AItiIID I"a1RATE.....�...ri...._.w......-.,...�._�.., MARCH 2008 R-382101 HIGHLANDS PARK SHORT PLAT (013001144) �g/12/201` 6200 SE 2ND PL, RENTON, WA FlElDB00K: PAGE: STORM DRAINAGE NOTES &DETAILS DRAWING NO: 024-12 SHEET-7 OF: � • z a z 5 Z D 01 C O d O Cr 3 -0 CD t- o 0. J K �rn b a �N m N m z D m T71 Cn D 7 D O 210 C7 C Cn D �m :UO U z mz m 01 O D Cn I� D 01 O d O Cr O CD t- o 0. J O CD 0 b a �N m N Cn D C7 O O M m zoC D T71 Cn � 7 LIJ F— CL LLJ 0 cl� F— n w 0 7� U) LL Z 0 �r R� . ....... - ------- (-jTY OF RENTON Approved by: - ------ Dot: Approved Date, ...... . Approved by Date: Approved by; Date, �Jl J . ... ......... . -- -- - --------- 274 t` `° .:'`t..,4 .#r r : ; T t. 1 f, .`, ,� s I 25 N88* 01 33 .+ BAF % 01 )"Aw ...... Id, S C, C . .......... . . ......... ........ JHU ...... 1=7777 41 1� 4" STA.: 11+04.38, 3.07- RT r.IE.:415.89 hi SE '2Y 'Alt ND PL 13-- ---6" -§ERV STU ----- -- CONNECTION AT MAIN STA.:10+24.69,3.331 PI "" RT P "E 7 77 T,—,., H, U Z X. WA t 1 PER CITY REVIEW COMMENTS #As 7,/31/13 mw SURVEYED. SCALE: 5628 Airport Way S MXP VERTICAL: NAVD 1988 2 PER CITY REVNEW OMMENTS AM 11/1/13 MXP DESIGNED: SEE GRAPHIC HORIZONTAL- NAD 1983/1991 Suite 144 3 PER CITY REVIEW COMMENTS AM 3/27/14 MXP AMS/MXP Seattle,, WA 98108 DRAWN: 4 PER C" RE EW COMMENTS AW Mw P (206) 420-7130 Q1 _ 10/7/14 AMS ONE INCH DATUM IF (206) 457-4469 J?, -- 5 PER CffY REVIEW COMMENTS AM 2/20/15 MXP CHECKED: AT FULL SCALE wom'5540 Ja LT I ro'd'a %x 10 MXP IF NOT ONE INCH Survey - Civil - Structuml plogconsulting corn NO. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY MXP ti A VC 4-,26i9 .; ti 10' PSE tASEMENT PER AF# 8�03010803 co S GRAPHIC SCALE Ip 4 Ip 2,0 40 I!k518 Mild I INCH = 20 FT. R=3 82208 DATE: J 14U5/12/2015 CITY aF HIGHLANDS PARK SHORT PLAT (13001144) 6200 SE 2ND PL, RENTON, WA FIELDBOOK: ML PAGE: RENT ON Planning/Building/Public Works Dept. WATER AND SEWER PLAN DRAWING NO: 024-1 2 SHEET- OF: 8 11 ININNAA (7) C) > z c c > L O CD -j 00 CL c CD C) 'a mQ z m M rn m -7 Q., ror cY �V 4 • j V A TWC J, ek. SE 2 IN U,, W rr", !,Ni� 41, T W� ..........- Z . .......... ........... ------ . .. ......... LO .......... ...... 17 ......... SS SS 12+0 SS 6" SEWER SERVICE STUB - CONNECTION AT MAIN 3 STA.:14+63.29,3.271 RT IE.:412.17 ............... t, 0 P', T �c'i,,-i "J A,� 3, N 3 h 44 1, . ....... - ------- (-jTY OF RENTON Approved by: - ------ Dot: Approved Date, ...... . Approved by Date: Approved by; Date, �Jl J . ... ......... . -- -- - --------- 274 t` `° .:'`t..,4 .#r r : ; T t. 1 f, .`, ,� s I 25 N88* 01 33 .+ BAF % 01 )"Aw ...... Id, S C, C . .......... . . ......... ........ JHU ...... 1=7777 41 1� 4" STA.: 11+04.38, 3.07- RT r.IE.:415.89 hi SE '2Y 'Alt ND PL 13-- ---6" -§ERV STU ----- -- CONNECTION AT MAIN STA.:10+24.69,3.331 PI "" RT P "E 7 77 T,—,., H, U Z X. WA t 1 PER CITY REVIEW COMMENTS #As 7,/31/13 mw SURVEYED. SCALE: 5628 Airport Way S MXP VERTICAL: NAVD 1988 2 PER CITY REVNEW OMMENTS AM 11/1/13 MXP DESIGNED: SEE GRAPHIC HORIZONTAL- NAD 1983/1991 Suite 144 3 PER CITY REVIEW COMMENTS AM 3/27/14 MXP AMS/MXP Seattle,, WA 98108 DRAWN: 4 PER C" RE EW COMMENTS AW Mw P (206) 420-7130 Q1 _ 10/7/14 AMS ONE INCH DATUM IF (206) 457-4469 J?, -- 5 PER CffY REVIEW COMMENTS AM 2/20/15 MXP CHECKED: AT FULL SCALE wom'5540 Ja LT I ro'd'a %x 10 MXP IF NOT ONE INCH Survey - Civil - Structuml plogconsulting corn NO. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY MXP ti A VC 4-,26i9 .; ti 10' PSE tASEMENT PER AF# 8�03010803 co S GRAPHIC SCALE Ip 4 Ip 2,0 40 I!k518 Mild I INCH = 20 FT. R=3 82208 DATE: J 14U5/12/2015 CITY aF HIGHLANDS PARK SHORT PLAT (13001144) 6200 SE 2ND PL, RENTON, WA FIELDBOOK: ML PAGE: RENT ON Planning/Building/Public Works Dept. WATER AND SEWER PLAN DRAWING NO: 024-1 2 SHEET- OF: 8 11 ININNAA (7) C) > z A VC 4-,26i9 .; ti 10' PSE tASEMENT PER AF# 8�03010803 co S GRAPHIC SCALE Ip 4 Ip 2,0 40 I!k518 Mild I INCH = 20 FT. R=3 82208 DATE: J 14U5/12/2015 CITY aF HIGHLANDS PARK SHORT PLAT (13001144) 6200 SE 2ND PL, RENTON, WA FIELDBOOK: ML PAGE: RENT ON Planning/Building/Public Works Dept. WATER AND SEWER PLAN DRAWING NO: 024-1 2 SHEET- OF: 8 11 ININNAA (7) C) > z c c > L O CD -j 00 CL c CD C) m mQ z m M rn m CD C) > c > L O CD -j 00 CL c CD C) m mQ > M L O m mQ M W z U Ld 7) 0 W 0 ul N 3 d' O N D Q U) .� O z i 3 cU (/'3 -v C Q te) 0 N _o n Ol N .c En LIQ -+-j _O n 11-11,0 Q 0 r 0 N_ ui Q .. W D O U W J LL. Approved by_ - u. at : ' .. .. Approved a1y-.. ��.... - � � w Date: Approved by: Date: Approved by. Dam 13"x24" PLASTIC METER BOX EQUAL TO MID -STALES PLASTIC, INC. BCF SERIES MSBCF 1324-18 WITH 1.75" THICK DUCTILE IRON DIA.MONC' PLATE COVER EQUAL TO MID -STATES PLASTICS, INC. MSCBC-1324--R WITH READER LID AND 2" DRILLED HOLE FOR TOUCHREAD PIT LID (SEE DETAIL A -A) CITY I PRIVATE PIPING PPII NG 1WW z IN UNIMPROVED RIGHT OF L ' WAY INSTALL METER BOX AT J ' PROPERTY LINE WITH 12" ' LONG COPPER TAILPIECE. 9" MIN a °- I SIDEWALK 12 MAX a I FINISH GRADE , . d CE TOUCHREAD WATER .. y..,. > METER TO BE SUPPLIED BY THE 1 z x 36" MIN COVER "� ou CITY : TYPE "K" SOFT 0 COPPER TUBING 22-111/2' =_zz NEW DUCTILE IRON WA TERMAIN IF SERVICE LINE TO HOUSE IS TO BE INSTALLED IN THE FUTURE INSTALL FORD C14-33 OR 44 FIPT x COMPRESSION COUPLING !f L LOOP DOWN TQ CENTERLINE OF WATER MAIN TO r' IF THE BUILDING SEINER SERVES ANY FIXTURE HALING /! PROVIDE SLACK IN COPPER �_ 4 IN. DIAMETER PIPE SERVICE LINE TO METER. COPPERSETTER FOR VB"x3/4" METER. FORD VBH72-15W-44-33G, OR McDONALD BRASS: 21--e15WCQQ33, OR ' MUELLER: 3/4-5-2470-2 WTH ANGLE BALL VALVE ON INLET .AND (7 0 SINGLE CHECK VAL\,E ON OUTLET CORPORATION STOP WITH BALL VALVE. FORD CppPERSETTER FOR 1" METER: FORD V13H72-15W-44--44G, OR TAPERED THREAD (CC). QUICK JOINT McDONALD BRASS: 21-415WCRQ44-, OR MUELLER: 1-B-2470--2 (3/4" FB1000-3-0) OR AY MCDONALD 4701E BOTH INLET AND OUTLET WITH QUICK JOINT- PADLOCK WINGS ON (1" F131000 -4-n) OR AY MCDONALD 47018 INLET ANGLE BALL VALVE AND SINGLE CHECK VALVE ON OUTLET. 300 ALL FITTINGS SHALL BE WITH QUICK JOINT, NOTE: ALL METER BOXES INSTALLED WITHiN CONCRETE OR PAVED DRIVEWAYS SHALL BE CAST-IRON EQUAL TO OLYMPIC FOUNDARY. EXPANSION JOINTS MUSH BE INSTALLED ON BOTH SIDES OF METER BOX. A- A /`- DRILL 2" DIA. HOLE FOR AFAR (AUTOMATIC METER READ) TOUCHREAD DEVICE 7 2-1/2" MIN. FROM NEAREST AND FRONT EDGE OF PIT LiD _ TYPICAL RIB i 3/4" OR 1., GALVANIZED PLUG NOTE: THECENTER OF THE HOLE MUST BE AT LEAST 1" FROM UNDERNEATH RIBS UNLESS THE RIB SPACING ALLOWS THE NUT TO TIGHTEN AGAINST THE OPEN SIDE OF MORE THAN ONE RIB, PUBLIC WORKS 3/4" AND 1" WATER SERVICE S'I'D, PIM - 320.1 ♦ + DEP&RTMENT T NOVEMBER 2009 6" BUILDING SEWER PIPE TEE WITH 6" SIDE OUTLET T: S: 5 MIX CONCRETE BLOCKING PROPERTY UNIT FUTURE I BUILDING SEffR zA_It! 8"X6"X6" WYE 2"x 4" STUID MARKING POST PAINTED 6"16"X6" CLEANOUT WITH WHITE WITH THE WORE) ""SEWER" STENCILED OAST IRAN RING U COVER IN 3" HIGH BLACK LETTERS AND WIRE (CAST JORDAN IRON WORKS WRAPPED AROUND THE STUD AND 2975 Off' APPROVED EQUAL, EXTENDED TO THE TOP' OF THE STUD. SPECIFY "SEWER" ON LID, SEE STD.. PLAN 4013.1 FOR iN STALLATION ) ACCEPTABLE PROCEDURES FOR SIDE SEWER C ONNECTION$ TO MAiN LINES ARE AS FOLLOWS: A. VITRIFIED CLAY MAIN .- CUT IN A NEW SECTION OF SEINER MAIN WiTH A NEW TEE USiNG FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL). 8. CONCRETE MAIN - GUT IN A NEW SECTION 4F SEWER MAIN WITH A NEW TEE USING FLEXIBLE COUPLINGS (FERNCO OR APPROVED EOUAL). C, PVC MAIN - CORE-'-DRIi"LE0 WITH A RAMAL SADDLE (QR APPROVED EQUAL) OR CUT IN A NEW IEE USING RIGID COUPLINGS. D. DUCTILE IRON MAIN - CORE -DRILLED WITH A ROMAC SADDLE (OR APPROVED EQUAL) E. MANHOLE CONNECTION - ALL CONNECTIONS TO MANHOLES SHALL BE AT MANUFACTURED KNOCK --OUTS OR THE STRUCTURE SHALL BE CORE -DRILLED. r50" ALLOWABLE MAX. FOR CAST IRON PIPE OR DL1C'nLE IRON PiPE. � 6" SIDE OUTLET TEE SEWER 6" MiN. MAIN 4 ; l SEWER MAIN NOTE UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWED SHALL HAVE A MINIMUM 2,5' COVER AT PROPERTY LINE OR 3--5' LOWER THAN THE LOWEST HOUSE ELEVA110N, *41CHEVER IS LOWER, 0}� CO 2% MIN _ SLOPE HORIZONTAL STMDARD DID" DRINK M. PLAN 406.1 DEPARTMENT NT TAL--� PUBLIC MEINSI L.A►TMM NT (SEWWR MAIN TO PROPERTY ERTY LINE) JANUARY 2013 LENTO w 0 Q. L 503 100 150 200 250 3001 ry 350 400 4501 IF THE BUILDING SEINER SERVES ANY FIXTURE HALING -- 4 IN. DIAMETER PIPE 6 IN. DIAMETER PIPIT 6 IN. DIAMETER PIPE ' BY MEANS OF A WYE AND 45` BEND. TWO (7 0 LENGTH FT 0 LENGTH FT 0 56 100 150 200 250 300 350 466 4503 500 w °- 0. 0 50 0 140 80 220 160 300 236 386 316 456 396 536 476 616 556 696 632 712 680 708 680 708 380 100 150 280 424 360 500 440 580 520 660 800 74.0 576 780 1 748 772 744 764 736 756 732 748 728 744 w 200 836 844 720 800 808 796 788 780 772 764 760 25 250 15641 704 764 866 836 820 808 800 792 784 776 772 964 300 844 880 860 844 832 820 808 800 792 788 780 25 - 3503 908 884 888 852 840 828 820 8018 804 796 1 788 °0 400 908 $88 872 856 844 836 824 1 816 1 808 804 L 796 984 1 450 goal 888 8761 860 1 852 840 5321 8241 816 848 1804 952 4503 170}07 1656 161fi 1580 1548 TIME SECONDS 1460 1432 1408 1388 LENTO w 0 Q. L 503 100 150 200 250 3001 ry 350 400 4501 IF THE BUILDING SEINER SERVES ANY FIXTURE HALING BUILDING SEWER 4 IN. DIAMETER PIPE 6 IN. DIAMETER PIPIT B IN. DIAMETER PiPE ' BY MEANS OF A WYE AND 45` BEND. TWO (7 0 LENGTH FT 0 50 100 1501 2030 250 306 350 400 4513 500 w 8 tt. 0 80 160 236 316 396 476 556 632 680 680 a 50 220 3,003 380 456 536 616 696 768 760 752 744 100 440 520 600 676 766 836 8411 828 812 804 792 1501 200 6601 880? 740 9603 820 1025 1 896 992. 9321 064 900 840 888 9201 868 1 9030 856 886 840 1 872 832 860 © 250 1100 1084 1044 1012. 988 964 944 928 912 900 888- 300 1132 1092 1056 1025 1004 964 904 948 932 920 9013 .3503 1132 10396 1068 1040 1016 996 980 964 948 936 924 4001 1132 110,10 1076 1052 10128 11008 992 1 9761 984 1 952 1 940 4513 15+68 1 1496 14641436 1036 10217 10114 TIMI; SECONDS 988 97+fi 964 952 LENTO w 0 Q. L 503 100 150 200 250 3001 ry 350 400 4501 PROCEDURE: SLOWLY PRESSURIZE THE PIPE TO 4,0 P,S,i,s;. ALL SEWER PIPE SHAH. MEET A MINIMUM AIR ALLOW 2 MINUTES FOR $TABILIZA110N, ADDING PRESSURE TEST OF +.0 P.B,I.G. FOR 5 MINUTES AIR AS REQUIRED TO STABILIZE THE PRESSURE WITH NO LOSS OF PRESSURE. IF THERE IS A LOSS AT 4.0 P.S.1.0, OF PRESSURE, THEN THE 11ME OF THE DROP FROM 3.5 P.S.I.O. TO 2.5 P.S.i.G. SHALL NOT BE LESS THAN THE TIME SHOWN ON THE A80VE TABLES. �r PUBLIC WORKS AIR R TEST TA►11 LIE SM. PLAN -� 410 ♦IR * DEPARTM NT LOW PRD"IIJM ) lot; FOR SANITARY MWER„IS MARCH 2000 IF THE BUILDING SEINER SERVES ANY FIXTURE HALING BUILDING SEWER 4 IN. DIAMETER PIPE �m B IN. DIAMETER PiPE ' BY MEANS OF A WYE AND 45` BEND. TWO (7 0 513 80 100 160 156 236 -2001 250 396 11 3p0 476 350 556 _466-45o 632 680 5Q0 680 316 396 476 556 632 712 832 516 804 804 792 632 712 792 872 952 984 952 928 008 888 876 952 11028 1108 1132 10188 10752 1020 1 992 972 952 936 1268 1284 1224 1176 1132 1 1100 1088 11044 1072 1020 1000 984 1360 13010 1248 1204 1164 1132 1104 1080 10516 1036 10203 1360 1308 1264 1224 1192 1160 1132 1108 1088 10165 1052 1360 11316,1276 z 11240 1208 1180 1156 1132 1112 1096 1076 13#10 1320 1284 1252 224 1200 1176 1152 1132 1116-1-1100 131613 1324 1292 12841212 fiTwl 1328 11192 1 1168 1152 11132 1652 1116 15+68 1532 1496 14641436 TIME SECONDS 1408 1384 1360 PROCEDURE: SLOWLY PRESSURIZE THE PIPE TO 4,0 P,S,i,s;. ALL SEWER PIPE SHAH. MEET A MINIMUM AIR ALLOW 2 MINUTES FOR $TABILIZA110N, ADDING PRESSURE TEST OF +.0 P.B,I.G. FOR 5 MINUTES AIR AS REQUIRED TO STABILIZE THE PRESSURE WITH NO LOSS OF PRESSURE. IF THERE IS A LOSS AT 4.0 P.S.1.0, OF PRESSURE, THEN THE 11ME OF THE DROP FROM 3.5 P.S.I.O. TO 2.5 P.S.i.G. SHALL NOT BE LESS THAN THE TIME SHOWN ON THE A80VE TABLES. �r PUBLIC WORKS AIR R TEST TA►11 LIE SM. PLAN -� 410 ♦IR * DEPARTM NT LOW PRD"IIJM ) lot; FOR SANITARY MWER„IS MARCH 2000 IF THE BUILDING SEINER SERVES ANY FIXTURE HALING BUILDING SEWER ALL 90' TURNS SHALL, BE ACCOMPLISHED �m B IN. DIAMETER PiPE ' BY MEANS OF A WYE AND 45` BEND. TWO K DEVICE SUCH AS CL,.AN CHECK EXTENDABLE VALVE OR APPROVED EQUAL k x LENGTH(FT) 0 50 100 1501 200 2501 300 350 400 450 500 CL 0 0 80 160 236 316 396 476 556 632 +680 680 a 50 496 576 652 732 812 892 972 948 924 9001 884 100 98R 1068 1148 1228 1248 1192 1144 1104 1072 1044 1020 4" SURFACE 150 200 1484 1700 IT564 11608 1484 1532 1408 1344 1464140?8 1292 1360 124-811208 1316 12813 1172 1248 11144 121B 1116 1192 ca 250 1700 1624 1560 1504 1452 1408 1368 1332 1304 1272 1248 z 300 1700 1636 1580 1532 1484 1444 1408 1376 1344 1316 1292 350 17+00 1644 1596 1552 1512 1472 144.0 1408 1380 1352 1328 4010 1700 1652 1608 15+68 1532 1496 14641436 1408 1384 1360 4503 170}07 1656 161fi 1580 1548 1510 1464 1460 1432 1408 1388 _ _ _ - - TIME SECONDS PROCEDURE: SLOWLY PRESSURIZE THE PIPE TO 4,0 P,S,i,s;. ALL SEWER PIPE SHAH. MEET A MINIMUM AIR ALLOW 2 MINUTES FOR $TABILIZA110N, ADDING PRESSURE TEST OF +.0 P.B,I.G. FOR 5 MINUTES AIR AS REQUIRED TO STABILIZE THE PRESSURE WITH NO LOSS OF PRESSURE. IF THERE IS A LOSS AT 4.0 P.S.1.0, OF PRESSURE, THEN THE 11ME OF THE DROP FROM 3.5 P.S.I.O. TO 2.5 P.S.i.G. SHALL NOT BE LESS THAN THE TIME SHOWN ON THE A80VE TABLES. �r PUBLIC WORKS AIR R TEST TA►11 LIE SM. PLAN -� 410 ♦IR * DEPARTM NT LOW PRD"IIJM ) lot; FOR SANITARY MWER„IS MARCH 2000 NOTEScn MAIN TO PROPERTY LINE 5'-0" 5"-0"" PRIOPERTY LINE FROM THE HOUSE BUILDING DRAIN IF THE BUILDING SEINER SERVES ANY FIXTURE HALING BUILDING SEWER ALL 90' TURNS SHALL, BE ACCOMPLISHED �m OF THE NEXT UPSTREAM MANHOLE COVER OF THE ' BY MEANS OF A WYE AND 45` BEND. TWO K DEVICE SUCH AS CL,.AN CHECK EXTENDABLE VALVE OR APPROVED EQUAL k x 45' BENDS SHALL. NOT BE ACCEPTABLE. 4" BEND AS REQUIRED (NO MORE m xt 'u 4". FLEXIBLE COUPLING (FERNCO OR EQUAL) THAN 45' 8END). EVERY 2ND m 4" CLEANOUT WYE WITH SURF'AM CLEANOUT CHANGE IN DIRECTION OR GRADE 4"x 4" x4" WYE 45' BEND AND PLUG, 4" PiPING WILL REQUIRE A SURFACE EL. BUILDING DRAIN FOR CLEANOUT WYE, ' ck > M HOUSE HOUSE `''� DOUSE HOUSE J 0" MIN. � 4." SEWER PIPE SURFACE CLEANOUT 4" SURFACE (TYPICAL) 6"k 6 "xs" WYE CLEANOUT 4" SEWER PIPE, SEE NOTES 2 (SEE ST'D PLAN - 4073 WYE 4" TEST TET~ WITH AND 3. MINIMUM UNE SZE FOR .. 4 CLEANOUT PLUG FACE UFS OTHER THAN SINGLE FAMILY' IS 6" (TYPICAL) PROPPP� LINE WYEE WT11 P'LUCr PROPERTY DINE ' MIN. ria 6"x 4" REDUCER � (TYPICAL) LAI MAIN SEWER LINE ;s ,rc NOTEScn MAIN TO PROPERTY LINE 5'-0" 5"-0"" PRIOPERTY LINE FROM THE HOUSE BUILDING DRAIN IF THE BUILDING SEINER SERVES ANY FIXTURE HALING BUILDING SEWER FLOOD LEVO.. RIMS LOCATED BELOW THE NATION �m OF THE NEXT UPSTREAM MANHOLE COVER OF THE ' PUBLIC SEWER SYSTEM, A BACKFLOW PREVENTION K DEVICE SUCH AS CL,.AN CHECK EXTENDABLE VALVE OR APPROVED EQUAL k x lI CKW�ATER SMALL. BE rn m xt 'u 4". FLEXIBLE COUPLING (FERNCO OR EQUAL) m m Cn SURF'AM CLEANOUT O 4"x 4" x4" WYE �cn 4" PiPING D EL. BUILDING DRAIN FOR LOW ELEVA71ON HOUSE NOTEScn MAIN TO PROPERTY LINE 5'-0" 5"-0"" PRIOPERTY LINE FROM THE HOUSE BUILDING DRAIN SIDE SEWER BUILDING SEWER c �m 3'-00LAIN:-I ' �° .3-;-.a12 ..., ------ - K Ui k x r AA m rn m xt 'u � 4. m m Cn rn O �cn D 7 ck > M I. Prior to installation of a sanitary sewer tonnectfon, a side -sower permit must be purchased from the City of Renton Public Works Department. 2. Types of pipe and fittings that can be use4 for sanitary mowers shall be approved by the Department, of Public Warks. Rubber or neoprene gaskets aJ specified by the monufactumr, shall be used on joints. 3. A minimum grade of 2X (1/4" pcw foot) must be maintained with 4" pips. In the event a 2X grade cannot be maintained, the owner must sign a City of Flentan grade release form and then con install 6" pipe of a grade of i 4. For Inspection of side sewer, coli 24 hours in advance. The Inspection phone number is on the sides sewer permit. Site must be ready few traspoctl6h and reprasarrtotive an site when inspector arrives at appointed time. Side sewer and stub shall be tested per City >specifiactioas. Make they connectlon at the house. Do not backfill the ditch untie approval Is given by the imsseatrr, Final ealpprmt4j will be granted otter this existing soptle tank has been pumped out and filled with wand. 5. Install side sewer with 2' minimum cover. 16" cover is allowed at the house if outlet Is sha41ow. 6. If side sower etub To not vvaliable, The owner *hall be respansible for its Installation per standard drawing 4016.1. Al work within street rlght� of- way shall be dunes by a 11c ansad and bonded contractor. 7. Al work shall be accampliahed In accordance with the Wasshlnegton Industrial Safety and Health Aot. (WISHA) 8. All trench restoration for side sewers in the public right -of --way shall conform to the most current trench restoration requirements as in the Renton Standard CDrawfngle. 9. All building sewer and erfdea servers shall have bedding in accordonca with standard drawing 405. 10. Thasre shall be a minimum 10 foot horizontal seaparatfon between sanitary aide n awsrs and water services and a minimum 5 foot horfxontal a sparatton between vonitary side sewelrei and BIL, other utilities. CALL FOR LOCATIONS BEFORE YOU DiG 48HR LOCATORS 1-800-424-5555 TYPICAL BUILDING !iE WIER STD. PLAN �- 408.2 ♦ + FO LIO WORDS FROM PROPERTY LOW TO DEPARTMENT BUILDING CONNl:1TI0N SEPTEMBER 2012 X, p WAS � y 5�`� . , 1 PER MY REVIEW COMMENTS AMS 7/31/13 MXP -i w SURVEYED: SCALE: 5628 Airport Q MXP VERTICAL: NAVD 1988 2 PER CITY AMS MXP SEE GRAPHIC HORIZONTAL: NAD 1983/1991 11 1 13 DESIGNED: Suite � 3 PER CITY REIAEIN CnMMENTs AMS MXP ��' e tittle, WA 918 03 3/27/14 �+� �y �ry"� !e�� DRAWN: P (206) 420. 7130 Q 4 PER O Y :i`EVIL � AMS 1 Q 14 MXP AMS ONE INCH 31. X205) 457-4469 �� x I � 5 PER CITY AMS 2/20/15 MXP CHECKED: AT FULL SCALE DATUM I0 `. MXP IF NOT ONE INCH Survey - Civil - Structural loge nsuffil •col1rt N0. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY mw SANITARY SEWER NOTES AND SPECIFICATIONS 1. ALL WORK AND WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION. 2. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE PER CITY SPECIFICATIONS ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT. AN APPROVED TRAFFIC CONTROL PLAN MUST BE OBTAINED PRIOR TO BEGINNING ANY WORK WITHIN PUBLIC RIGHT OF WAY. 3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. 4. A PRE -CONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BE REQUIRED PRiOR TO STARTING NEW CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. (INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON.) IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PUBLIC WORKS INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. 5. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. 7. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. 8. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 9. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT DRAWING OF THE SANITARY SEWER SYSTEM, WHICH HAS BEEN STAMPED AND SiGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. 10. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SiDES OF THE PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED. 11. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED UNLESS OTHERWISE APPROVED BY 12. DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1988 METERS, AND FOR HORIZONTAL CONTROL SHALL BE NORTH AMERICAN DATUM 1983/1991 METERS UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS. 13. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON-SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. 14. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CiTY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL, TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. PiPE BEDDING SHALL BE PEA GRAVEL 6 INCHES ABOVE AND BELOW THE PIPE. 15. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS 50, UNLESS OTHERWISE APPROVED BY THE WASTEWATER UTILITY. 16. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 12 INCHES ABOVE FINISHED GRADE OR MUST HAVE MINIMUM 2' DIAMETER CONCRETE RING POURED AT GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. R-381109 HIGHLANDS PARK SHORT PLAT(U13001144)DA5/12/2015 CiTY �� RENTON 6200 SE 2ND PL, RENTON, WA PIAELDBOOK: WATER &SEWER NC?TES &DETAILS DRAWING NO: Planning/Building/Public Works Dept. 024-12 SHEET: 9 OF:A-NNNINAA __0-__a0w a fft., 1 z _ �Q c �m ' r„ v m m z m m Cn O �cn D 7 D n 0 v m C �cn < 7 V) I.Li m < z I LL_ � No I CITY OF RENTON Approved by: - 1. Date: Approved by ______________ Date: ____ Approved by, _______,_____'_'_ Date, ------- A, L--.-.--------.---.------�-------------- I I I I I I I I I I I I I I I I I I I I -1 "', - . I I I ...... �_ I , P, " I -1 " ' _ �" �\�!'�"�"' , -'y' -""'�"�;' i:e',�"r"' " ' �' " .' " �"' - , "' " �, � I "I , I -, , " - � , ' ' 10 , ", "", - , ', f U, . I, _� _�' , � '. ',�"'��'. " �. � , � �`� ' -01 , � '. , � , " I -1 . ' .1 ", -' � � - " � ! " " " , , �.� "' - � - �' ,'yam= I I 1 ' , 'Vi - , " �' 11 , '�� '�" ", '��. i('� 3 _ �'q I,;YF ; 11 - '. I , , ♦ I '�� , '-"oT' -3 : , "-" , . 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I� ,-- /Z I - , I �' /'e / -�/ ,I, ,I,-I- I� , 1;1 ,/1 11 I __'/1 , , ' , ,' " I .11 "//, � ///' I/. / 'I,. '.� 11 , - yr / ,e " I " , , I 11 ", / /'�- ", :�" '� /' V . �'-` , '0� '�' I , ", , rr � I " � , I � �' �� ' Jr2-1-21111, - Ii� , / - -/,, /I - - • - " I" ,,, " ,,, / ,"/' � " ,", !""., " " , .1 '' �' 1552 40" CEDAR '� 409 1553 24" CEDAR 24' 1555 26" CEDAR 1 26' 1556 36" CEDAR 36 9 1589 18" COTTONWOOD - 18' 1590 12" COTTONWOOD 12' 1591 16" COTTONWOOD 16 0 15928 n COTTONWOOD MT 1 8* 1593 10" COTTONWOOD 10, — 1595 14" COTTONWOOD 1 IV 1596 16" COTTONWOOD . 16' 1597 12" COTTONWOOD 12' 1599 10" ALDER MT 10' 1615 24" CEDAR 1 24' 1616 14" COTTONWOOD 14' 1627 g" ALDER MT 8' 1636 14" COTTONWOOD 14' 1637 22" COTTONWOOD 22' 1638 10" - COTTONWOOD 10' 1646 ion COTTONWOOD 1 10' - 1647 - 16" COTTONWOOD . I 16' 1 1648 1 14- . COTTONWOOD I - - 14' 1 "am RETAINED No RETAINED - RETAINED -so RETAINED ." RETAINED --o— RETAINED -90 RETAINED wo RETAINED - __ , RETAINED --o— RETAINED .0 RETAINED .." RETAINED -0 RETAINED .04 RETAINED I 0 F� I 0 � z I 1 m ;:� z i TC �0 0 ) - m 9 � K m ) 2 m z m m co CD > I 14 TREES RETAINED 24 TREES REMOVED 36% OFF EX. ON SITE TREES TO BE RETAINED Cn > n n 0 0 7 = m m CD CD > Z C7 -1 r r) * _'... - .. . "� I'll I m aw WN" COMMEM AM 7/31/13 MV SURVEYED: SCALE: VERTICAL: NAVD 1988 DATE: 5628 Airport Way S mxP HORIZONTAL: NAD 1983/1991 5/12/2015 11, .. . I 1 2 P9t C17Y REVIEW AMS ii/i/13 MXP - SEE GRAPHIC AL HIGHLANDS PARK SHORT PLAT (U13001144) f - 10, Suite 144 1 ,. - - DESIGNED. CITY OF - . FIELDBOOK: I Seattle, WA 98108 11 "I'll-- , I "I 3 PM CRY REVIEW COMMOM AM 3/27/14 MXP AWIMW 6200 SE 2ND PL, RENTON, WA - - P (206) 420-7130 0 .. I 1 4 PER MY REVLV COMMENTS AM 10/7/14 MXP — DRAWN: ma R ENTON PAGE: I 1 31' 11 5 PER ON REVEW COMMEM AMS 15 MXP CHECKED- I ONE INCH DATIJ TREE RETENTION PLAN DRAWING NO: F (206) 45-7-4469 - I AT FULL SCALE Planning/Building/Public Works Dept. %4C 10 N M110 U 906"RMINCX - 0 11 MXP I IF NOT ONE INCH 0 2 4-12 Survey - Civil - Structural plogconsulfing.com 11 . NO. REVISION BY DATE A P P R APPROVED: SCALE ACCORDINGLY SHEET: OF: I km - L -i . . I 10 '11 1111 ^ * , Cox a , � &l.,x 10 W D O U W J ILL MIN. 1.5 x 1.5 IN. CSMFAKE MATERIAL HALL BE DRIVEN OUTSIDE THE EDGE OF THE ROOT BALL AMENDED BACKFILL 18"— DEEP ROOT BARRIER �t VS71p),,V REQUIRED (MON. 12'0'). - 11/2 OW GRADE ON SIDE TO BE PROTECTED (Public Street alk;' COMPACTED AMENDED TAMP SOIL AROUND ROOT BALL BASE FIRMLY' WITH FOOT PRESSURE SO THAT ROOT BALL DOES NOT SHIFT. • •• ti OCK � • G R 0 U N D C 0 V E R S: 26 26 CCITI G Eo Epimedium x v, `Sulphureum'/ BISHOPS CAP • C • • • • N • EACH TREE MUST BE PLANTED aMPATAT THE TRUNK FLARE IS THE TOP OF THE ROOT BALL. TREES *1ERE THE TRUNK Cornus s. `Kelsey*'/ DWARF DOGWOOD FLARE IS NOT VISIBLE MALL BE Fr REJECTED. DO NOT COVER THE TOP 18 OF THE ROOT BALL WITH SOIL Ilex c. `Convexa'/ JAPAN. BOXLEAF HOLLY 4 IN. HIGH EARTH SAUCER gal., 18" hgt., BEYOND EDGE OF ROOT BALL 4 Son GRADE Son Miscanthus s. `Morning Light'/ MAIDENGRASS ROOT BALL cans IF PLANT IS SHIPPED MATH A VA RE SBA E� THE ROOT BALL, Myrica californica/ PACIFIC WAX MYRTLE IN FOUR x ROOTBALL PLACES AND FOLD DONM S IN. INTO PLANING HOLE. SET TOP OF ROOT min. 2 BALL FLUSH TO GRADE 1-2 IN. 0 12" length HIGHER IN SLOWLY DRAINING SOILS. R*bes s. 'King Ed. VII'/ FLWG. CURRANT SHSHALL BE LONG gal., 24" hgt. TIGHTEN TIES ONLY ENOUGH TO KEEP FROM SLIPPINQ ALLOW FOR SOME TRUNK MOVEMENT. CHAINL ENOUGH TO ACCOMMODATE 1.5 IN. OF GROWTH. ROOTBALL DEP IDUOUS TREE PLANTI NOT TO SCALE /k/,,4— B&B OR CONTAINERIZED SHRUB, TYP SET ALL PLANTS AT NURSERY LEVEL /001 /'•'"' �- MIN 2"-3" OF MULCH (PER SPECS) SHRUB WDEPTH VkCPIEPARATION FINISH GRADE DEPTH PER SPECS TT FROM K; TOP 2/3 OF R007BAII NATIVE BACKFILL WITH SOIL AMENDMENTS `- (SEE SPECS.) N) UNDISTURBED SUB(HtiADE (PROVIDES r"W BASE SO THAT R0078ALL MALL NOT SINK) OR 3 TIMES WIDTH OF ROOTBALL �SHRU�BPL ANTING NOT TO SCALE I LOT 1 I 10s998 S.F. �--- 30' BSBL s t RE L � GENERAL NOTES: 1. Coordinate work with other trades as required. Determine location of underground utilities and perform work in a manner which will avoid possible damage. Coordinate with Utilities Underground Location Center and Owner for locations of existing underground utilities, etc. servicing or routed through the site. 2. Provide protection of all property, persons, work in progress, structures, utilities, walls, walks, curbs and paved surfaces from damages incurred arising from this work. The Contractor shall pay for any such damage at no additional cost to the Owner. 3. Prior to beginning any construction activities, erect Tree Protection around existing street tree to be retained. 4. During construction, keep pavements, building clean. Protect site and adjacent properties from damage due to construction operations, operations by other contractors/trades and trespassers. Unfinished and completed work shall be protected from damage by erosion or trespassing, and proper safeguards shall be erected to protect the Public. 5. Staking and Layout: Immediately notify Landscape Architect in writing of any variance between plans and actual site. Landscape Architect has the right to adjust the location of elements. Verify layout with Landscape Architect prior to any installation work. 6. Verify installation conditions as satisfactory to receive work. Do not install any site elements until any unsatisfactory conditions are corrected. Beginning of work constitutes acceptance of conditions as satisfactory. When conditions detrimental to plant growth/contructed elements, are encountered such as rubble fill, adverse conditions, or obstructions, notify Landscape Architect. 7. New Landscape will be watered by either a Bidder Design Automatic Irrigation System or hand watered until established. i � LOT 2 11,000 S.F. PLANTING NOTES: 1. Planting soil for new planting areas shall be an approved Compost cultivated into the existing prepared subgrade. If existing subsoil is deemed not suitable by Landscape Architect, a pre -mixed soil with a 'Sandy Gravelly Loam' texture shall be used. Provide textural and nurtrient analysis for approval. 2. Soil Preparation: Planting Beds: Determine/ attain shrub bed subgrade and cultivate to a minimum depth of eight inches (8"), clean/ remove all rocks, roots, debris over two inches in diameter. Lay a two inch (2") depth of Compost (or three (3") depth of imported soil mix) over entire bed and till again to a minimum depth of six inches (6") to incorporate Compost thoroughly into grade. Then lay a two inch lift of Compost (or three (3") depth of imported soil mix) and till again. (total of 4" of added Compost or total of 6" of imported soil mix). Note that finish grade of mulched beds shall be one inch (1") below adjacent paved surfaces. Lawn Areas: Determine/ attain a minus 6" subgrade and cultivate base to a minimum depth of four inches (4"), clean/ remove all rocks, roots, debris over two inches in diameter. Spread a three inch (3") lift of approved sand-conmpost based 'Winter Mix' Topsoil and till to incorporate into prepared subgrade. Add top three inches (3"} of Topsoil Mix, rake smooth and compact. Note that finish grade of lawn shall be 3/4" below top of adjacent paved surfaces. 3. Fertilize all installed plants during backfill operations with 4-2-2 Agro Transplanter as recommended by Manufacturer. Fertilize lawn with lawn 'Starter' fertilizer as recommended by Manufacturer. 4. Substitutions or changes in materials and placement shall be made only on the written change orders as agreed between Contractor, Landscape Architect and Owner. 5. Mulch all beds with a minimum three inches (3") depth of approved shredded bark Or 'Arborists' Chips. Finish grade of mulch shall be 1" below adjacent hard surfaces/ walls. 6. Stake trees per detail and as directed by Landscape Architect. 7. Maintenance: Provide landscape maintenance immediately after planting and pruning, resetting of plants, restoring eroded areas, adjustments to staking and removal of weeds/debris as required for healthy growth of plants. Maintain until Final Acceptance, but in no case less than 30 days (including a min. of two lawn mowings if applicable). 8. The Landscape Architect retains the right to inspect trees, shrubs and groundcover for compliance with requirements for plant size and quality at any time. This includes but is not limited to size and condition of rootballs, root systems, insects, latent injuries and defects. Remove rejected material immediately from project site. P L A N T S C H E D U L E Qty. Symbol Botanical Common Name Size Remarks TREES: 4 Cercis c. 'Forest Pansy/ EASTERN REDBUD min. 1--1 /2" cal. 3 �I o Chamecyparis o. 'Gracilis'/ HINOKI CYPRESS min. 8' hgt. r,. � 1W v v v r To 6E XG LO C Pt TSP 4 T� C. `Greenspire'/ GREENSPIRE LINDEN min, 2" cal, ON LOT f 1, a AIVD 3. * Plant sizes are specified per the American Standard for Nursery Stock, Publication -- May 2, 1986 sponsored by the American Association of Nurserymen, Inc. * If plant quantity shown on schedule conflicts with what is represented by symbol on Plan, the quantity represented by symbol shall be used. * All plant material selected considered native or drought tolerant except turfgrass. JUTE FABRIC UNDERNEATH .w 4�. MULCH ON SLOPES OVER 2:1 MIN 2"MULCH (PER SPECS) —FINISH GRADE �- TYPICAL GROUND COVER `Z �"JOT " '__1 PLANTED AT NURSERY LEVEL 21,102 S.F. 30' B L 6� RE�� TRS (�Ir-rip L.VT rtn LANUZ�o At -t TYPICAL SPACING PLAN r_4"%'��GROU ND COVER PLAN TI N G NOT TO SCALE 461.0c* 'i'i TRS"( 1 #4 De l Tv _L.o r 3 i W W 10.00 • µ ° , • ! • ° Existing �r 1 ° �� Planter Beu y 0 O W W .s• w W � } � � r _r • Q • ,� W W W W r0 W W W i W i W W W W W W W t W i R � • � , �' �-`�'..^,.......,,.,..,,...v i W W i i W �Ir W �Ir i• i W i � S '6 i W i ,��1�-+j' - W W{ W •Y miy ._..p __,. W W W W W W-\�..+..� W W W W W W W W W W W W W � r' /� W W W W W W W .s.• � LL JJ Sk.,...-w,e..,...,., � W W _W � W it W W W W W • W W W j �,.., -•..-..-....... i W '� W W i ��"""..,�"- ,f��.��, W i ...«,�.., W y W W W W W W W W W W W i W :� i/lAsf� ^a d -.,..•,«.� ".y„„ ^"h'^"^• -Ku_• W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W '�W W i•� W .. 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O Of 'o ° _ Approwd by: Date- FAX: (206) 546-1128 � Y `�` �'�' REVISION BY DATE APPR ar: --�-c� r oQ Q o M a N�• LANDSCAPE PLAN � S S H R U B S/ P E R E N N I A L S/ G R 0 U N D C 0 V E R S: 26 26 CCITI G Eo Epimedium x v, `Sulphureum'/ BISHOPS CAP 1 gal. C CD / v m - N `T CT 9 Cornus s. `Kelsey*'/ DWARF DOGWOOD min. 2 gal., 18" hgt., spr. 18 0� Ilex c. `Convexa'/ JAPAN. BOXLEAF HOLLY min. 2 gal., 18" hgt., spr. 4 .. Miscanthus s. `Morning Light'/ MAIDENGRASS 5 gal. cans 3 0 Myrica californica/ PACIFIC WAX MYRTLE min. 36" hgt., strong leader 11 Polystichum munitum / SWORD FERN min. 2 gal., 5 fronds 0 12" length 5 R*bes s. 'King Ed. VII'/ FLWG. CURRANT min. 2 gal., 24" hgt. 16 Vaccinium ovatum/ EVERGREEN HUCKLEBERRY min. 2 gal., 24" hgt. 142 Mahonia repens/ CREEPING MAHONIA 1 gal. 0 24" o.c., tri --spacing * Plant sizes are specified per the American Standard for Nursery Stock, Publication -- May 2, 1986 sponsored by the American Association of Nurserymen, Inc. * If plant quantity shown on schedule conflicts with what is represented by symbol on Plan, the quantity represented by symbol shall be used. * All plant material selected considered native or drought tolerant except turfgrass. JUTE FABRIC UNDERNEATH .w 4�. 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O Of 'o ° _ Approwd by: Date- FAX: (206) 546-1128 � Y `�` �'�' REVISION BY DATE APPR ar: --�-c� r oQ Q o M a N�• LANDSCAPE PLAN C 1 D C x r �z CCITI G ' C CD / v m - N `T CT o0 M z M M Cn 0 D C 1 C C x r �z C) d ' / v y N N