Loading...
HomeMy WebLinkAboutzR-3703SetA PORTION OF THE NW 1/4, SE 1/4, SECTION 10, TOWNSHIP 23 N., RANGE 5 EAST, W.M., CITY OF RENTON, WASHINGTON T LEGAL DESCRIPTION: NE 7TH WEST SHORT PLAT (LUA13-00496) LOT 10, BLOCK 2, STEWART'S HIGHLAND ACRE TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN g LAYOUT VOLUME 43 OF PLATS, PAGE 17, RECORDS OF KING GRADING / EROSION CONTROL COUNTY, WASHINGTON SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. Q ADDRESS: 3513 NE 7th STREET, RENTON,WA 98056 J KING COUNTY PARCEL#: 801110-0120 a. Q H' NE 7TH MIDDLE SHORT PLAT (LUA13-000514) U~7 I w 3 Q Z OLOT 11, BLOCK 2, STEWART'S HIGHLAND ACRE TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN m VOLUME 43 OF PLATS, PAGE 17, RECORDS OF KING w COUNTY, WASHINGTON wz SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. rte-.• ADDRESS: 3517 NE 7th STREET, RENTON,WA 98056 w KING COUNTY PARCEL#: 801110-0125 II FOUND TACK& - LEAD IN MONUMENT CASE NE 7TH EAST SHORT PLAT (LUA13-000867) LOT 12, BLOCK 2, STEWART'S HIGHLAND ACRE TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 43 OF PLATS, PAGE 17, RECORDS OF KING COUNTY, WASHINGTON SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON ADDRESS: 3603 NE 7th STREET, RENTON,WA 98056 KING COUNTY PARCEL#: 801110-0130 NE 7th SHORT PLATS RENTON, WASHINGTON LAND USE PERMIT # LUA13-000496,13-000514, and 13-000867 BASIS OF BEARING: THE PLAT OF STEWART'S HIGHLAND ACRE TRACTS, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 43 OF PLATS, PAGE 17, IN KING COUNTY, WASHINGTON.ACCEPTED ABEARING OF S 88.49'07" E FOR NE 7TH STREET BASED ON FOUND MONUMENTS IN CASE. NE 7TH STREET 1318.09' N88°49'07"W (BASIS OF BEARING) ii S g LAYOUT gv NE 12TH STREET GRADING / EROSION CONTROL 0'0, O W N N O "tox xv' 001- ox O 00xox n J O Q F_ n I w w U~7 I w 3 Q Z M z Q Z 4 w Z TOPOGRAPHIC SURVEY -WEST zw w 14 wz LL,w z z VERTICAL DATUM & CONTOUR INTERVAL 1. ELEVATIONS SHOWN ON THIS DRAWING WERE DERIVED FROM INFORMATION PROVIDED BY THE CITY OF RENTON. 2. POINT ID NO. 721 MONUMENT IN CASE AT THE INTERSECTION OF NE 7TH PLACE AND MONROE AVENUE NE. ELEVATION: 381.600 FEET (116.312 METERS) NAVD 88. 3. 2.0' CONTOUR INTERVAL - THE EXPECTED VERTICAL ACCURACY IS EQUAL TO 1/2 THE CONTOUR INTERVAL OR PLUS / MINUS 1.0' FOR THIS PROJECT. OFFE ENGINEERS Lti L a qe. l,,c€'Wip lyd 13932 SOLITHEAST 159TH PLACE - ZRENTON, WASHINGTON 98058 PHONE: 425-260-3412 qP •, 2740 CONTACT: DARRELL OFFE, P.E. FS -I .. i. . 1 FOUND TACK& LEAD IN MONUMENT CASE o I NO. 30' i3 zl Co z z I W U) cy C3 Nn VICINITY MAP TOPOGRAPHIC AND BOUNDARY SURVEY PROVIDED BY SITE SURVEY & MAPPING, INC. OFFE ENGINEERS, PLLC ASSUMES NO LIABILITY FOR ACCURACY OR COMPLETENESS. IMPERVIOUS AREAS: EXISTING = 12,982 SQUARE FEET PROPOSED = 47,755 SQUARE FEET GENERAL NOTES: 1. THIS SURVEY WAS COMPLETED WITHOUT BENEFIT OF A CURRENT TITLE REPORT. EASEMENTS AND OTHER ENCUMBRANCES MAY EXIST ON THIS PROPERTY THAT ARE NOT SHOWN HEREON. 2. INSTRUMENTATION FOR THIS SURVEY WAS A 3 -SECOND NIKON NIVO 5.0 TOTAL STATION. PROCEDURES USED IN THIS SURVEY MEET OR EXCEED STANDARDS SET BY WAC 332-130-090. 3. THE INFORMATION ON THIS MAP REPRESENTS THE RESULTS OF A SURVEY MADE IN JUNE 2013 AND CAN ONLY BE CONSIDERED AS INDICATING THE GENERAL CONDITIONS EXISTING AT THAT TIME. 4. UTILITIES SHOWN ON THIS SURVEY ARE BASED UPON ABOVE GROUND OBSERVATIONS 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. 5. ALL MONUMENTS WERE LOCATED DURING THIS SURVEY UNLESS OTHERWISE NOTED, REVISION SRE SURVEY&MAPPING P.E. DEVELOPER: KRRV DEVELOPMENT LLC ATTN: KYLE MILLER P.O. BOX 908 RAVENSDALE, WASHINGTON 98051 OFFICE PHONE: 425-432-5932 FAX NUMBER: 425-271-8203 EMAIL: kylemiller®admre.com ENGINEER: OFFE ENGINEERS, PLLC ATTN: DARRELL OFFE, PE 13932 SOUTHEAST 159TH PLACE RENTON, WASHINGTON 98058-7832 OFFICE NUMBER: 425-260-3412 FAX NUMBER: 425-227-9460 EMAIL: darrell.offe®comcast.net SURVEYOR: SITE SURVEY & MAPPING, INC. ATTN: TOM WOLDENDORP, PLS 10115 214TH AVENUE NE REDMOND, WASHINGTON 98053 OFFICE NUMBER: 425-298-4412 TABLE OF CONTENTS SHEET NUMBER TITLE 1 COVER SHEET O LAYOUT gv NE 12TH STREET GRADING / EROSION CONTROL 5 DETAILS/NOTES 5 PROJECT 6 z LOCATION SEWER PLAN & PROFILE 8 SEWER DETAILS / NOTES w w 10 z LZ NE 7TH ST. w w Z TOPOGRAPHIC SURVEY -WEST zw w 14 ww 0 oa z z o o z NE 4TH STREET I `I TOPOGRAPHIC AND BOUNDARY SURVEY PROVIDED BY SITE SURVEY & MAPPING, INC. OFFE ENGINEERS, PLLC ASSUMES NO LIABILITY FOR ACCURACY OR COMPLETENESS. IMPERVIOUS AREAS: EXISTING = 12,982 SQUARE FEET PROPOSED = 47,755 SQUARE FEET GENERAL NOTES: 1. THIS SURVEY WAS COMPLETED WITHOUT BENEFIT OF A CURRENT TITLE REPORT. EASEMENTS AND OTHER ENCUMBRANCES MAY EXIST ON THIS PROPERTY THAT ARE NOT SHOWN HEREON. 2. INSTRUMENTATION FOR THIS SURVEY WAS A 3 -SECOND NIKON NIVO 5.0 TOTAL STATION. PROCEDURES USED IN THIS SURVEY MEET OR EXCEED STANDARDS SET BY WAC 332-130-090. 3. THE INFORMATION ON THIS MAP REPRESENTS THE RESULTS OF A SURVEY MADE IN JUNE 2013 AND CAN ONLY BE CONSIDERED AS INDICATING THE GENERAL CONDITIONS EXISTING AT THAT TIME. 4. UTILITIES SHOWN ON THIS SURVEY ARE BASED UPON ABOVE GROUND OBSERVATIONS 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. 5. ALL MONUMENTS WERE LOCATED DURING THIS SURVEY UNLESS OTHERWISE NOTED, REVISION SRE SURVEY&MAPPING P.E. DEVELOPER: KRRV DEVELOPMENT LLC ATTN: KYLE MILLER P.O. BOX 908 RAVENSDALE, WASHINGTON 98051 OFFICE PHONE: 425-432-5932 FAX NUMBER: 425-271-8203 EMAIL: kylemiller®admre.com ENGINEER: OFFE ENGINEERS, PLLC ATTN: DARRELL OFFE, PE 13932 SOUTHEAST 159TH PLACE RENTON, WASHINGTON 98058-7832 OFFICE NUMBER: 425-260-3412 FAX NUMBER: 425-227-9460 EMAIL: darrell.offe®comcast.net SURVEYOR: SITE SURVEY & MAPPING, INC. ATTN: TOM WOLDENDORP, PLS 10115 214TH AVENUE NE REDMOND, WASHINGTON 98053 OFFICE NUMBER: 425-298-4412 TABLE OF CONTENTS SHEET NUMBER TITLE 1 COVER SHEET 2 LAYOUT 3 GRADING / EROSION CONTROL 4 DETAILS/NOTES 5 ROAD / STORM PLAN & PROFILE 6 ROAD / STORM DETAILS 7 SEWER PLAN & PROFILE 8 SEWER DETAILS / NOTES 9 WATER PLAN & PROFILE 10 WATER DETAILS / NOTES 11 LANDSCAPE PLAN 12 TOPOGRAPHIC SURVEY -WEST 13 TOPOGRAPHIC SURVEY-MIDDLE/EAST 14 TREE R>:favrrotJ PLAN R=3'7031 I RECOMMENDED FOR APPROVAL By: Date: III13 By: 6t/ Date: Date: i 0' By: Date: Of BY: Date: SCALE mow'°% NE 7TH SHORT PLATS 06/25/2013 IM CITY OF RENTON DONOGH HOMES/ ENDURE INVESTMENTS, LLC ""°°a` I a.N I DATUM COVER SHEET F XOf ONE IXpI T Planning/Building/Public works Dept. 3513 / 3517 & 3603 NE 7th STREET seuc r sm: 1 rc:1 L I I 10111VIER U) Q J EL W \ !: L n W ` Z \ A PORTION OF THE NW 1/4, SE 1/4, SECTION 10, TOWNSHIP 23 N., RANGE 5 EAST, W.M., CITY OF RENTON, WASHINGTON t 1 eP 82.6 , I 0i e 15' r I/f o N z 0) 4W o 70 7,931 SQ. FEJT 5,051 SQ. FT.) I Y «% PA OF 15 UTILITI, EASEMENT N TO BE OBTA{NED BY RSG DEVELOPER ' Co00 C l r r r r i lr, OFFE ENGINEERS 13932 SOUTHEAST 159TH PLACE RENTON, WASHINGTON 98058 PHONE: 425-260-3412 CONTACT: DARRELL OFFE, P.E. PUBLIC STORM EASEMENT MINIMUM SEPARATION 289.73' 83.02' in 63.02' T 6 n 70.02'—i. U- i' y26' ACCESS AND UTILITY EASEMENT --- DLI, i'l F1 CoMr 20_ coo i r, N L=35.59' \ o I l O. \ c cnc XD I I cn 0I cn 3W v 2 W 1W o I 7,967 SQ. FEET 6,046 SQ. FEET 6,716 SQ. FEET c I K I (4,790 SQ. FT.) (4,407 SQ. FT.) m ( 4,897 SQ. FT.) II i z 5' MINIMUM q PIPE I 1 5' TO EDGE OF EASEMENT I 82.60' 1 83.02' 63.02' 70.02' cr 20' SEWER EASEMENT o I N (PUBLIC) N PUBLIC UTILITY EASEMENT I c"- I cn I I I I I o jt I c`nn 1 M 00 lj rn 2M 1 I 6045 SQFEET 6,717 SQ. FEET 6060 7,922 SQ. FEET ,. 1 7,965 SQ. FEET (5,177 SQ. FT.) 6,674 SQ. FT.) 1 (5,317 SQ. FT.) / o I 1 zo 1 13' 13' 1 22' SHARED DRIVEWAY AND rs.-........ I UTILITY EASEMENT b I I (PRIVATE) 82.54' 1 1 83.02' 63.02' 70.02' rn 7,918 SQ. FEET o (6,670 SQ. FT.) z 82.47' 10/4/2013 NO. f7RTM i7J 298.53' D.L. OFFE, P.E. D.L. OFFE. P.E. BY I DATE I APPR I SCALE as ucx a rvu scuE 6 NJf p6 PiQI mrx mw 19" xw¢wru: wo ,eai ,wi DATUM NOTE, EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDERGROUND UTILIITES PRIOR TO COMMENCING CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. CALL BEFORE YOU DIG, 1-800-424-5555 30' 30' I I 30' I 30' R-310312 SETBACK LINES PER CITY CODE. TYPICAL 4 LOCATIONS GRAPHIC SCALE 0 10 20 40 1 inch = 20 feet RECOMMENDED FQR APPROVAL Byl Date, ((/( /z> By- Dates =p/ By, Date, By, Date, CITY OFNE 7TH SHORT PLATS 06/25/2013 RENTON DONOGH HOMES/ ENDURE INVESTMENTS, LLC PROJECT LAYOUT Planning/Building/Public Works Dept. 3513 / 3517 & 3603 NE 7th STREET 1: h—--5 03i2 cb, R-3?030a- BO O 20' I I i I I I N N0) 3E I I 0 1 7,966 SQ. FEET 2E 1E o m 1 (4,787 SQ. FT.) v 6,045 SQ. FEET n 6,717 SQ. FEET rn nw 1 4,407 SQ. FT.) 4,896 SQ. FT.) Oc Z O 1 L c o N 20 — L 1 s ACCESSmN26' AND UTILITY EASEMENT 0 13' m N 83.02' 63.02' 70.02' f7RTM i7J 298.53' D.L. OFFE, P.E. D.L. OFFE. P.E. BY I DATE I APPR I SCALE as ucx a rvu scuE 6 NJf p6 PiQI mrx mw 19" xw¢wru: wo ,eai ,wi DATUM NOTE, EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDERGROUND UTILIITES PRIOR TO COMMENCING CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. CALL BEFORE YOU DIG, 1-800-424-5555 30' 30' I I 30' I 30' R-310312 SETBACK LINES PER CITY CODE. TYPICAL 4 LOCATIONS GRAPHIC SCALE 0 10 20 40 1 inch = 20 feet RECOMMENDED FQR APPROVAL Byl Date, ((/( /z> By- Dates =p/ By, Date, By, Date, CITY OFNE 7TH SHORT PLATS 06/25/2013 RENTON DONOGH HOMES/ ENDURE INVESTMENTS, LLC PROJECT LAYOUT Planning/Building/Public Works Dept. 3513 / 3517 & 3603 NE 7th STREET 1: h—--5 03i2 cb, R-3?030a- BO O TESC GENERAL NOTES 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF RENTON DEPARTMENT OF PUBLIC WORKS, DESIGN ENGINEER, O M 2. ALL LIMITS OF CLEARING AND AREAS OF VEGETATION PRESERVATION AS T PRESCRIBED ON THE PLAN SHALL BE CLEARLY FLAGGED IN THE FIELD AND OBSERVED DURING CONSTRUCTION. 3. ALL REQUIRED SEDIMENTATION/EROSION CONTROL FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AND/OR OTHER CONSTRUCTION TO INSURE THAT SEDIMENT LADEN WATER DOES NOT ENTER THE NATURAL DRAINAGE SYSTEM, ALL EROSION AND SEDIMENT FACILITIES SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AND/OR CONSTRUCTION IS COMPLETED AND POTENTIAL FOR U) ON-SITE EROSION HAS PASSED. THE IMPLEMENTATION, MAINTENANCE, Q REPLACEMENT AND ADDITIONS TO EROSION/SEDIMENTATION CONTROL J SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMITTEE. d 4, THE EROSION AND SEDIMENTATION CONTROL SYSTEMS DEPICTED ON THIS H DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET O ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE PERMITTEE SHALL ANTICIPATE THAT MORE EROSION AND SEDIMENTATION CONTROL FACILITIES cf) WILL BE NECESSARY TO INSURE COMPLETE SILTATION CONTROL ON THE PROPOSED SITE. DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE PERMITTEE TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY HIS ACTIVITIES AND TO L1J PROVIDE ADDITIONAL FACILITIES, OVER AND ABOVE MINIMUM z REQUIREMENTS, AS MAY BE NEEDED TO PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM, 5. APPROVAL OF THIS PLAN IS FOR EROSION/SEDIMENTATION CONTROL ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES, RESTRICTORS, CHANNELS, OR RETENTION FACILITIES. 6. DURING THE TIME PERIOD OF OCTOBER 1st THROUGH APRIL 30th, ALL PROJECT DISTURBED SOIL AREAS GREATER THAN 5,000 SQUARE FEET, THAT ARE TO BE LEFT UNWORKED FOR MORE THAN TWELVE (12) HOURS, SHALL BE COVERED BY MULCH, SODDING, OR PLASTIC COVERING. 7. IN ANY AREA WHICH HAS BEEN STRIPPED OF VEGETATION AND WHERE NO FURTHER WORK IS ANTICIPATED FOR A PERIOD OF 30 DAYS OR MORE, ALL DISTURBED AREAS MUST BE IMMEDIATELY STABILIZED WITH MULCHING, GRASS PLANTING OR OTHER APPROVED EROSION CONTROL TREATMENT APPLICABLE TO THE TIME OF YEAR IN QUESTION, GRASS SEEDING ALONE WILL BE ACCEPTABLE ONLY DURING THE MONTHS OF APRIL THROUGH SEPTEMBER INCLUSIVE. SEEDING MAY PROCEED, HOWEVER, WHENEVER IT IS IN THE INTEREST OF THE PERMITTEE, BUT MUST BE AUGMENTED WITH MULCHING, NETTING, OR OTHER TREATMENT APPROVED BY THE CITY OF RENTON, OUTSIDE THE SPECIFIED TIME PERIOD. B. FOR ALL EROSION/ SEDIMENTATION CONTROL PONDS WHERE THE DEAD STORAGE DEPTH EXCEEDS 6 INCHES, A FENCE, A MINIMUM OF 3 FEET HIGH IS REQUIRED, WITH 3:1 SIDE SLOPES, 9. A TEMPORARY GRAVEL CONSTRUCTION ENTRANCE, 24' X 50' X 8' OF 4- TO 6- INCH QUARRY SPALLS SHALL BE LOCATED AT ALL POINTS OF VEHICULAR INGRESS AND EGRESS TO THE CONSTRUCTION SITE, FILTER FABRIC MATERIAL 60" WIDE ROLLS. USE STAPLES OR WIRE RINGS TO ATTACH FABRIC TO WIRE. 2" BY 2" 14 GA. WIRE FABRIC OR EQUIV. RISER PIPE CREST OF 6' MIN. WIDTH PRINCIPAL SPILLWAY) EMERGENCY SPILLWAY 4. IF 50% OR LESS OF THE SOIL, BY WEIGHT, IS FINE PARTICLES OPEN AT TOP WITH THAN THE U.S. STANDARD SIEVE NO. 200, THE EOS TRASH RACK R FIG. 4.4.4\ SHOULD BE EQUAL TO OR SMALLER THAN THE SIEVE SIZE 2" BY 2" BY 14 GA. WIRE EMBANKMENT COMPACTED1' MIN. FABRIC OF EQUIV. DEWATERING DEVICE 1 ------ PERVIASGRAVELU ORM MATERIALSSCSAND ( SEE RISER DETAIL) NOT BE USED. THE TRENCH SHALL BE BACKFILLED WITH 3/4" MINIMUM DIAMETER WASHED GRAVEL. 5. FILTER FABRIC FENCES SHALL BE REMOVED WHEN THEY HAVE PROVIDE 3/4" - 1.5" 12.. SERVED THEIR USEFUL PURPOSE, BUT NOT BEFORE THE UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED. IN TRENCH AND ON BOTH SIDES WIRE-BACKED SILT FENCE,/ DEWATERING STAKED HAYBALES WRAPPED ORIFICE =-III=I --III—III: WITH FILTER FABRIC, OR :III--IJI—III— EQUIVALENT DIVIDER CONCRETE BASE SEE RISER DETAIL) TEMP. POND CONTROL t INSTALL FILTER FABRIC FENCING PER CITY OF RENTON STANDARDS TYPICAL) i r l o NOTE, EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDERGROUND UTILIITES PRIOR TO COMMENCING CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. CALL BEFORE YOU DIG- 1-800-424-5555 EROSION CONTROL NOTES: A) THE SOIL MOISTURE HOLDING CAPACITY OF ALL NEW PREVIOUS SURFACE THAT AT PROJECT COMPLETION WILL NOT BE COVERED BY IMPERVIOUS SURFACE OR INCORPORATED INTO A DRAINAGE FACILITY MUST BE PROTECTED. THE DUFF LAYER AND NATIVE TOPSOIL SHALL BE RETAINED IN AN UNDISTURBED STATE TO THE MAXIMUM STENT FEASIBLE. B) ANY DUFF LAYER OR TOPSOIL REMOVED DURING GRADING SHALL BE STOCKPILED ONSITE IN A DESIGNATED, CONTROLLED AREA NOT ADJACENT TO PUBLIC RESOURCES AND CRITICAL TEMPORARY 6 CHAIN LINK AREAS. THE MATERIAL SHALL BE REAPPLIED TO OTHER PORTIONS OF THE SITE WHERE FENCE REQUIRED AROUND FEASIBLE. C) THE SOIL IN ANY AREA THAT HAS BEEN COMPACTED OR THAT HAS SOME OR ALL TEMP. VAULT EXCAVATION OF THE DUFF LAYER OR UNDERLYING TOPSOIL REMOVED SHALL BE AMENDED TO MITIGATE FOR LOSS OF MOISTURE -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 AND 13 PERCENT DRY WEIGHT AND A pH SUITABLE FOR THE PROPOSED LANDSCAPE PLANTS. CONSTRUCT SLOPES FOR VAULT EXCAVATION PER GEOTECHNICAL RECOMMENDATIONS 4i l \\ c t• INSTAL L,ti,$TORFA I 1• ` P fov? t TEMP. CONFECT R.< 5 1• / 1 V-1 ,,;."`. Q j ,,",- l• v v: •,. /- TEMP. 402 I `I jab.---- p, '" ,.• `3 INSTALL STRAW'•WADDLE ALONG CURB LIN DURING INSTALL CATCH e>` 1, . v ,' STORM OUTFALL INSTRUCTION BASIN SOCKS' a TEMP. POND- T4 ON 24 X42 OP=401 .5 OUJILET398.0 > SEE CONTROL DETAIL SHEET 4 SURFACE AREA REQUIRED=420 SQ. FT. `h SURFACE AREA PROVIDED -7600 SQ. fj 2'-6" II I NOTES: 1. FOR SHEET RUNOFF OR FOLLOWING DISCHARGE FROM A BURY BOTTOM OF FABRIC SEDIMENT TRAP OR POND. MATERIAL IN 8" BY 12" TRENCH 2 MAXIMUM SLOPE STEEPNESS PERPENDICULAR TO FENCES II II LINE IS 1:1. 1 / I f 6 MAX I / U U 3. MAXIMUM SHEET OR OVERLAND FLOW PATH LENGTH TO / Ind / BRUSH BARRIER NTS os FILTER FABRIC FENCE DETAIL OFFE ENGINEERS Ly QFC 13932 SOUTHEAST 159TH PLACE — ZRENTON, WASHINGTON 98058 PHONE: 425-260-3412 qP'• z"O0 o'Q/STEPF:i; CONTACT: DARRELL OFFE, P.E. 'Sf6N'ni 10/4/2013 No. REVISION I — — E f MEASURES WILL BE APPLICABLE. W, iI I I I I I I r PROJECT WILL REQUIRE SWPPP PERMIT FROM D.O.E. WITH CERTIFIED EROSION CONTROL INSPECTIONS AND MONITORING. PERMIT TO BE OBTAINED FROM WASH. STATE DEPT. OF ECOLOGY r3S. I I 412 I-- ---L -------1',' I I GRAPHIC SCALE 0 15 30 60 1 inch = 30 feet SRE SURVEY&MAPPING "'` ,w CITY OFoawim SCALE xarmaau: wn ,oss ioei :- • D- D.L. OFFE, P.E. RENTON D.L. OFFE, P.E. II a:¢xa I DATUM x"m' •rte Planning/Building/Public Works Dept. F NJl d6 NQI BY DATE APPR . X312-3'703/3 Z a m V 3 I+ U) m m I— ALL CONSTRUCTION ACCESS AT THIS POINT INSTALL 15'X50' RECYCLE CONCRETE CONSTRUCTION ENTRY 0O - R-370313 COMMENDED F R APPROVAL x. By, Date: 4111-5 Byi Datei 111412pft By, Date, Date, NE 7TH SHORT PLATS 07/15/2013 DONOGH HOMES/ ENDURE INVESTMENTS, LLC GRADING/EROSION CONTROL PLAN 3513 / 3517 & 3603 NE 7th STREET sFn: 3 ° 1 4. CD' 12-3 10 3 03I 151R AJDIJN C: THE FENCE OF 100 FT. 4. IF 50% OR LESS OF THE SOIL, BY WEIGHT, IS FINE PARTICLES FILTER FABRIC MATERIALSMALLER THAN THE U.S. STANDARD SIEVE NO. 200, THE EOS 6„ SHOULD BE EQUAL TO OR SMALLER THAN THE SIEVE SIZE 2" BY 2" BY 14 GA. WIRE THAT 85% OF THE SOIL CAN PASS THROUGH. FABRIC OF EQUIV. 5. THE TRENCH SHALL BE BACKFILLED WITH 3/4" MINIMUM DIAMETER WASHED GRAVEL. 5. FILTER FABRIC FENCES SHALL BE REMOVED WHEN THEY HAVE PROVIDE 3/4" - 1.5" 12.. SERVED THEIR USEFUL PURPOSE, BUT NOT BEFORE THE WASHED GRAVEL BACKFILL UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED. IN TRENCH AND ON BOTH SIDES OF FILTER FENCE FABRIC ON 8" MIN. 6. FILTER FABRIC FENCES SHALL BE INSPECTED IMMEDIATELY THE SURFACE. AFTER EACH RAINFALL AND AT LEAST DAILY DURING 2" BY 4" WOOD POST PROLONGED RAINFALL. ANY REPAIRS SHALL BE MADE ALT STEEL FENCE POSTS IMMEDIATELY. BRUSH BARRIER NTS os FILTER FABRIC FENCE DETAIL OFFE ENGINEERS Ly QFC 13932 SOUTHEAST 159TH PLACE — ZRENTON, WASHINGTON 98058 PHONE: 425-260-3412 qP'• z"O0 o'Q/STEPF:i; CONTACT: DARRELL OFFE, P.E. 'Sf6N'ni 10/4/2013 No. REVISION I — — E f MEASURES WILL BE APPLICABLE. W, iI I I I I I I r PROJECT WILL REQUIRE SWPPP PERMIT FROM D.O.E. WITH CERTIFIED EROSION CONTROL INSPECTIONS AND MONITORING. PERMIT TO BE OBTAINED FROM WASH. STATE DEPT. OF ECOLOGY r3S. I I 412 I-- ---L -------1',' I I GRAPHIC SCALE 0 15 30 60 1 inch = 30 feet SRE SURVEY&MAPPING "'` ,w CITY OFoawim SCALE xarmaau: wn ,oss ioei :- • D- D.L. OFFE, P.E. RENTON D.L. OFFE, P.E. II a:¢xa I DATUM x"m' •rte Planning/Building/Public Works Dept. F NJl d6 NQI BY DATE APPR . X312-3'703/3 Z a m V 3 I+ U) m m I— ALL CONSTRUCTION ACCESS AT THIS POINT INSTALL 15'X50' RECYCLE CONCRETE CONSTRUCTION ENTRY 0O - R-370313 COMMENDED F R APPROVAL x. By, Date: 4111-5 Byi Datei 111412pft By, Date, Date, NE 7TH SHORT PLATS 07/15/2013 DONOGH HOMES/ ENDURE INVESTMENTS, LLC GRADING/EROSION CONTROL PLAN 3513 / 3517 & 3603 NE 7th STREET sFn: 3 ° 1 4. CD' 12-3 10 3 03I 151R AJDIJN C: Gg T"f 1 MONROE AVE. NORTH NOTE, 82LF., 12'N-12®S=iiii6 CB#5' 31+50.0,48.22 TYPE 1 INT'X MONUMENT 26' ACCESS & UTILITY 3, 6C)^o STA. 31+50.0, 9.22'RT EXISTING UTILITY LOCATIONS SHOWN HEREON ARE CB 3, TYPE 1 RIM=A!!IF! 402.2¢ 1.21 etc 403.62 5' PAVED RAMP FOUND TACK & LEAD EASEMENT ! W THRU CURB INLET IE=3511!!, 12" E IE= 4Q% -Z7 EE DETAIL RIGHT IN MONUMENT CASE APPROXIMATE ONLY: IT SHALL BE THE CONTRACTOR'S STA. 32+29.1f 9.22'RT. IE=3/44ri, 12"N&S) 134LF., 12"N-12®5=0. STA. 10+00, NE 7TH STREET RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND w w o RIM=AmImmw 401.20 0 p y p , I HORIZONTAL LOCATION OF ALL EXISTING UNDERGROUND O ZI z o Iz ; IE=M, 12"(NE -,51 3 `' h ry• o .PJ• .' p "' g p,. UTILIITES PRIOR TO COMMENCING CONSTRUCTION. NO O p ( ) °% O gyp. O pO. X000' RO Oy O OryI REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES CB 1 TYPE ?2-48' IE 12" N¢cSE) Jai• p y p q p p ii a a ; m I ARE SHOWN HEREON. THE ENGINEER ASSUMES NO r wl Zlw AS SHOWN a 24-120S--'43 •C y>,R a"y>," '5' CLEAR_ ' x + CUIZai Ir1I,>c( RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES w > o' STA.=0+00 RIM-aeA le 391.13 .. 12'N.21 %_,- _ 0 _ "J 0 0 0 ---0 ,`'µ --__ o _ _ w ¢ Iw CENTE OF SAC '`_`; ? - _ - .... - O B 7_7i1 l4_ NOT SHOWN IN THEIR PROPER LOCATION. rnI a IE=3Gi1e1, 112' e. 1 i .o' 15.0' o TRIM=/Y Y5 QOZ•lob CALL BEFORE YOU DIGS 1-800-424-5555 I 10' 10' S' la \ • a/ ( I 32+00- - _ - 31 cl oiIr • 0 -a,4 ..... rROCKERYALONGWESTSIDOF ` i 3 ,> I % / /`' I PRIVATE ROAD INTX MPICRT N z% 2%,, OLYMPIC COURT NE (ONLY) I:'1 `, I I 1 i `'` % - -. - -. -: 15' 12 STA. 18+20.65, NE 7th St. 20LF. 12' CONC. ISTA 30+00 OLYPMIC CT NE F/ rri >. 1/ `a •; 1 \ i ui IE=399.0 J I j I _ im CB#6, TYPE 1 Fp I ml r// u;p .I Y L ® S-1'00% II STA. 31+50.0 9.221T. BOO it o (CENTER 20' DRIVEWAY APRON ADA COMPLIANT ASPHALT Fr i :. i1 > CB#4, TYPE 1 a .S _ s m; xVERT. CURB 1I,,• A II>%I 1 / o RIM=4iiMi do y,D /'W mQ & GUTTER 4"MIN. CLASS "B" ASPHALTIC CONCRETE W THRU CURB INLET o IE=399.30, 12" + VJPAVEMENT- 2-2" LIFTS REQUIRED:'°'"' `""°T.. ! `., _-,-% w wl I STA. 32+29.16, 9.2 . IE=399.50, 6" I I _ m _ TRUNC TED DOMES / / /, , B"MIN. CRUSHED SURFACING TOP COURSE-!^ NMI I I RIM=4PRW 401• WHITE PVC (TYP.) - ' '•--01 PER STD. DWG #Fo102%%', 3 I I IE F, 12"XS i/'j I re° CRUSHED SURFACING BASE COURSE TO BE\,'wINSTALL STREET SIGNS DETERMINED BY FIELD CONDITIONS `. }v\l J lE wl I I IE -399.00,- om m 0 WHITE PV`C TYP. "NE 7th STREET" (PUBLIC) PRIVATE ROAD'_ to to I ( ) / ( ) .. m 1'69LF., 12" N -120SI : 2W "OLYMPIC COURT NE" PRIVATE Z i A 1 NOTE: ALL TRENCH RESTORATION SHALL BE PER CURRENT / w- >> i ,/ `' ''`=`' U) CITY OF RENTON STREET OVERLAY AND TRENCH RESTORATION, DETAIL `' :' 1`7 _ _ - 's.. 3 / • ' C1 , a s e _ Lu z fl r' `:' a,- `< \E i•' ® ... - 2" N -12®S= 32LF 12' N-12 I , CUIZI15 l 0 CB 2 TYPE 2-48" ;, ,/ r5•ST a; ti / r 9 E ° bo.o ry I IEao1 50 I 1 rIM = 40y 1a a F ,. r STA' 33+23.0 81.0 RT. , r `: I 'V-- r I 40't• moi, 8 3ZLF., 12" N-12®5=91/SiG, S>;- "„>r' p9 RIM AI AoO.Cd j y' / 4M ! :. 2M I s - GELD CONDITIONS. IE- CB 10 TYPE 1 Ib -, I -. _ j STA. 33+50.0, IE=3p1 le9, 6' (VAULT'''RAIN) ;° I ! I`` RIM.' STA. 19+99.54, 99.0'RT. i rkKl CB 14 TYPE 1 JQCI.( ,: 3' D'i M'= ! M=384.2J .... .._. w : CB' E 1 I (J IE-M 18. 12"4Co.%j Orb fah 1 i t AS SHOWN 4 MAINTENANCE ACCESS ROAD ` f :r; 1 w IE=401.38, 6" IE -403.50, 12” a m FIXED OBJECTS SITUATED IN THE LOCATION srC.E, • .E- , 1 RIM=11SI B•j'l.(a ;, • sSTA. 3 + " 9.22 RT. I :h II- fE=404.5 IE=6, 6"04•ZI 1 0f1 041 2 E=3iwgp, 12' f y1,y esg'1o3.9't I I WHITE PVC (TYP.) ' 1 0, T. OF THE PROPOSED ACCESS MUST BE IE=379.46, 72" NEW f y 1 ` - 20LF., 12" CONC. 4CF, 12 N 12®1- 0% _ RELOCATED AFTER OBTAINING OWNER APPROVALi2" N)4o0•S I I , R a ,/ -i; IE ;M!le112"IE,W)A . old I ® S=1.00% t: ELEV.=408.24 , r' - o Im IE- 2. 2" SEE PROFI E SHEET 6 6" 37 I + IT E PVC (NP I r v, I'- I—c,..-m! _ _ _ ...... ............ .......... o NO INDIVIDUAL DRIVEWAYS WILL BELOTDRAINAGENOTES: r.. I ` CL R O F CD IE=402.0 ` cl STA. 19+91.88 15.0'RT ALLOWED OFF OF NE 7TH STREET SINGLE FAMILY RESIDENCES AND OTHER IMPROVEMENTS CONSTRUCTED ON THE LOTS 1 I IE=405.0 22' AC'ESS UTILITY x: v : CENTER 12 DRIVEWAY APRON CREATED BY THIS SUBDIVISION MUST IMPLEMENT THE FLOW CONTROL BEST y IE=401.0 I I 3E f"1 m EASEMENT F C MANAGEMENT PRACTICES AS LISTED IN THE TABLE BELOW AS WELL AS ANY ! !. i p'' A INSTALL PRIVATE m 104LF., 12 N-12 I HT 1 20LF., 1 T NC ` 0 AD ESS SIGN _ mDECLARATIONOFCOVENANTSANDGRANTSOFEASEMENT. COMPLIANCE WITH THUS ®S=1 l1!' a j r y / cn STIPUTAION MUEST BE ADDRESSED IN THE SINGLE FAMILY RESIDENCE BUILDING ''„ 2,1Zlej ®5=1.00% o „ GPERMITDRAINAGEREVIEW" WHEN ANY APPLICATION IS MADE FOR A BUILDING PERMIT s„g / =- I _ CB 13 T.Y."f E ; = ( k „. UrytD ALL UTILITIES SERVICING FOR THE LOT. SEE SHEET 5 FOR DETAILS. r { " _-VA." 4++5.3A, 9.22 LT. / J 1 15 12' ' GSJ, i', ,g( THE SITE SHALL BVECI LOT NUMBER BMP TYPE ' I 4E' --""' RIM=esll",:-4=ms•e f,,a 1- IM41g UNDERGOUND 1W 1 -PERF. PIPE CONNECTION / 1 -TRENCH DRAIN e .- 0i3 12 TYPE 1 ` 1 -1 t`,,'k.--' I ( IE=402.43, 121 5—W 2W MAXIMUM IMPERVIOUS 2,600 SQ. FT. / LOT y S A. 34+53.0 9.22 T. ! ! "" s^'"' --'" •--- %""` AI (f', 402° 3W ;'' RM=AM46 -405.76b. COMPLIANCE WITH THE BMP REQUIREMENT MUST BE j I4WADDRESSEDINTHESINGLEFAMILYRESIDENTIALBUILDINGPERMITIFJ=Aii•YR 12::(N) l° _-- - lI 1 VATE ROAD INT'X 1M AY!!!S, 12" W 4 I•I\ Y - . .. ._ a "„'- -1'4 h-{- STA. 20+78.46, NE 7th St. DRAINAGE REVIEW WHEN AN APPLICATION IS MADE FOR A SINGLE ^_"o _---36+00 .. V. 41, X2MFAMILYRESIDENTIALBUILDINGPERMITFORTHELOT. --- 3gy-y - STA. 37+19.98, PIERCE PL. NE 1 3M - I - 00----`- ----PIEhL'E--PLAeE -{} i - I S--- °' ! CENTER 20' DRIVEWAY APRONc. ALL CONNECTIONS TO THE DOWNSTREAM DRAINAGE SYSTEM __--- -- -- 1E < SHALL BE VIA A PERFORATED PIPE CONNECTION. 1 E d. ALL INDIVIDUAL FLOW CONTROL BMP's SHALL BE PRIVATELY - 2E 1 INSTALL ST SIGNS..- ' OWNED, MAINTAINED AND KEPT IN GOOD REPAIR BY EACH LOT / 3E -` "NE 7th STREET' /PUBLIC//// • + I ,a 4E OWNER. ,/ "PIER E PLACE IN (PRI ATE)5' PAVED RAMP 'l 00 ^ YCs., AtxC":;-',G `C°'' E A 6 0 , y. N'c/r SEE DETAIL (RIGHT _ 6 N a' M Y O ca rp O I m W _ ? N d' ca Y a' ,O ,O 3 I W Q r I N W M m r r(J r a 40 r[l N a D D] M M if1 O N O Q t0 w W 6 h f$y o o i o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7 O 0 0 0 m m 2 15' 13' TRU CATED MES 1 ..... ..._......................_...___..._.......................;...............;............_..,.._..._............_......__......... ......... ... ........................._.._.............:..J.3....15.'.J............... PER TD. DWG #F010.2 F w VC=100.00' oo ADA COMPLIANT ASPHALT ?AMP' S/ Z 0 OO m a GOLVAo O n Ns415o- 0 415 o:..............:...............:...............:................:................:................:...............:........VG=100.00'.........;...............:................._..... I,If/...'1...._...............:...rn......... _ ............+,d........... ...... ........... _ ........... _ .. _ ........... Irn n M II n w I.. d o 0 0 n a ra' 410 v~i rn °' N - 410 wN U V SJO - I FX. 1 I CO .... . H„ x - - IZ aZ. ¢ < NII : F N N M to a aw 12._i GRAPHIC CA LE 405405... .... 33 015 30 60 o a 20LF., 12" CONC. (•.15'! 4 3 14: X169LF., 12" N 1205 2.49%. "'-----:- t2 - _ - ®S P10%„ -- R=370 n h = 30 feet @S=1.00% _ NCX11r _.-0AL.E., 12'N` - I z 400 • LF: 12" CONC. X30.: -29 :; 1oosa'__ „ ---- z i _ _ . IN- 134LF., 12" N-12®S=q S p - -' `- - - - - _ Z -' nJ `-82Lf 12 'N'=120S % _ _ CB 13 TY E 1 MM N F R APPROVAL I _ CB 9`TYPE ` . RIM Af111s •SJO B, Dates a y 13 iv 1 N _ R - Q0 7•$ IE=4/f10Y: 12" 4 .. I Y 3• APs o2, •Sa1rE-A6 , r' 395...._..w............_.i.._...........L........ 1. ... .............1......... ....... ..._.... !111.- .. „ 4'2i7....:...._.........:... ............ ........... ........... ........... ........... ........... ......_... .......395. B -• Dnte t( w a N: CB 6' TYPE Y CB 5 TYPE 1 .. <"'CB 3' NPE"1... -- '` IE=401":38; '6 . CB 7.2.. T•Y .. _. ...... _ _ y D2,2ORIM=41M i IM=A/li/IP 2.Z4 W HRU CURB INLET : r : ry CB#8 TYPE 2-:48" RIM=4yi/ BE 1Q05• -i(+ 77 IE -399.30, 12" IE=,M , 12" E) RIM=M6W 401.20 RIM=1 8 3.7% IE=4/tli: 12" N q:.D•LI Byl Date, I j( ) II IE=399.50, 6" IE=7, 12"N&S) IE -J&"7 12" NE) .=i$ I 4 !` IE-M&W, 12" N) 4W •5j E=4l l1W, 12"1N&E) 30+00 mew : 31+00 32+00: IE=7 12 N&SE): jCA.125I N' y/_Lq IE=1, 12" E,W) ;j ja.0j.'] By, Date, M ®III IE=399.88, 6" 33.+.00.......I ...................:..............: 34t00......:...................-.........:......35{00.:...............:...............:........... 36.+.00............................................ 37+00...... _............... OFFE ENGINEERS rL L QF P ""`"' SITE SURVEY&MAPPING „mow,,;y,„, NE 7TH SHORT PLATS 06/20/2013 osV o D.L. SCALE s= CITY OF 1393250L1THEAST159THPLACE - Z: .OFFE, P.E. REN TON DONOGH HOMES/ ENDURE INVESTMENTS, LLC RENTON, WASHINGTON 98056 Plfeo D.L. OFFE, P.E. ps ix xncDATUMROAD/STORM PLAN/PROFILE PHONE: 425-260-3412 Po Ae AMS L Planning/Building/Public Works Dept. 3513 / 3517 & 3603 NE 7th STREETCONTACT: DARRELL OFFE, P.E. fsS ONAI E 10/4/2013 NO. REVISION BY DATE APPR ` 9"T` 4 °f 1 ict3.- 2 y cD 1 s o: R A E Q J a_ O U) L W Z NOTES: 1. When the driveway width exceeds 15 feet, construct a full 6. Sidewalks at driveway approaches and drivewaydepthexpansionpint (see Standard Plan F-3) with 3/8" joint apron to be 6" min. depth of carrots. filler along the driveway centerline. 2. Construct expansion joints parallel with the centerline as required at 15' maximum spacing when driveway widths exceed 30'. See Std. Plan F-3 for sidewalk details. 3. Curb and gutter shown, see the Contract. Plans for the curt design specified. See Std. Plan F-1 for curb details. 4. Avoid placing drainage structures, junction boxes or other obstructions in front of driveway entrances. 5. When driveway approaches are constructed in a commercial zone, the concrete driveway entrance shall be thickened from 6 inches to 10 inches. This includes concrete approach Types 1-4, sidewalks constructed behind the driveway apron, and the curb and gutter associated with each driveway approach. DRIVEWAY BY OTHERS) pR0'Of 4,yE, Mvd CEMENT CONCRETE' 0 SIDEWALK WHERE SHOWN V P vM•JYF .: 16 M' CEM. CONC. CURB & GUTTER r r.i (SEE NOTE 3) DRIVEWAY ENTRANCE SIDE SLOPE (TYP.) DEPRESSED CURB & GUTTER SEE NOTE 3) SIDEWALK & DRIVEWAY APRON SEE NOTE 6) CONCRETE N.T.S. PPROVED 3Y DATE I(AI Sis STORM DRAINAGE GENERAL NOTES 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION 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 W.S. D.O.T., AND THE AMERICAN PUBLIC WORKS ASSOCIATION (APWA), AS AMENDED BY THE CITY OF RENTON DEPARTMENT OF PUBLIC WORKS. 3. THE SURFACE WATER DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS WHICH ARE ON FILE IN THE DEPARTMENT OF PUBLIC WORKS. 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 SHALL BE NAVD 88. UNLESS OTHERWISE APPROVED BY CITY OF RENTON DEPARTMENT OF PUBLIC WORKS. REFERENCE BENCHMARK AND ELEVATION 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" OVER AND UNDER P.V.C. 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 THE 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 1 FOOT AND MUST MEET THE FOLLOWING SPECIFICATIONS: 4"-8"/40%-70% PASSING; 2"-4" ROCK/30% PASSING; AND -2' ROCK/10%-20% PASSING. SF(]'IONC2 FWWCONTROLEhIR ELEVATION TO BE MIN. i CUR. ELEVATION FIGURE C.2.4.B TYPICAL GRAVEL -FILLED DISPERSION TRENCH FOR BASIC DIStallPk:RSION o e level outlet 0 4"x4" WIw0POST WI aI va" owO un 5' 6"min' S o 5' 4'ped pgee CD Mo 18 min t - t+iz"-a!a'washed rock ww o 10' v e. 0 24' min TRENCH X -SECTION DEPENDING ON NTS slope SIGN AND NUMBER OF small catch basin or yard drain gS.Faq Yegatated - SIGNS ON POST FbyDafhSegmggt 900 sq. R. Simple 10foottrenph Type 1 CB 700 sq. ft. 2fafoot Vegetated Rowpalh segdtant = POST BEHIND SIDEWALK POST WITHIN LANDSCAPE STRIP Maximum 50400t trench"wrnotch board (am Figure C.2.1.D, p. C-32) PLAN VIEW OF ROOF NTS 1J91^./%FJ 3liUJ Surha water Design Narul- App:ntia C C-56 GRAVEL -FILLED TRENCH - LIMITED INFILTRATION 10 LF., PERF. PIPE ICONN CTION i DOWNSPOUT PER DETAIL RIGHT I ( TYP.) I ----------- ------------------ l 15. ALL BUILDING DOWNSPOUTS AND FOOTING DRAINS SHALL BE CONNECTED TO THE STORM DRAINAGE SYSTEM, UNLESS APPROVED BY THE DEPARTMENT OF DEVELOPMENT SERVICES, PLAN REVIEWER OR SURFACE WATER UTILITY SECTION. AN ACCURATELY DIMENSIONED, CERTIFIED AS -BUILT DRAWING OF THIS DRAINAGE SYSTEM WILL BE SUBMITTED TO THE CITY COMPLETION. 16. ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMIT 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 LIFT, HEALTH, AND SAFETY OF THE PUBLIC AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCEEORMANCE OF WORK COVERED BY THE CONTRACT. ANY WORK WITHIN THE TRAVELED RIGHT OF WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE AN APPROVED TRAFFIC CONTROL PLAN BY THE TRAFFIC ENGINEERING DIVISION OF THE DEPARTMENT OF PUBLIC WORKS. ALL SECTIONS OF THE W.S.D.O.T. 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). OFFE ENGINEERS P l •, q• b 13932 SOUTHEAST 159TH PLACE RENTON, WASHINGTON 98058 PHONE: 425-260-3412gPo PF i7460 : CONTACT: DARRELL OFFE, P.E. FSSOIST •Ela 1 24" ELEVATION TO BE MIN. i CUR. ELEVATION a o J504"x4" WIw0POST REMAINING IMPERVIOUS AREA TOWARDS PERFORATED PIPE CONNECTION (TYP.) 500 SQ. FEET I \ I OF IMPERVIOUS R TO NCHATYP.) \ I Y,I I ICj•li m m m m m co 2 EACH, 37.5' GRAVE[ FILLED TRENCH PER DETAIL RIGHT TYPICAL HOUSE BMP PLAN CRAWL SPACE ELEVATION TO BE ABOVE OVERFLOW ELEVATION OF TRENCH col J TOP OF GROUND w Z J WIw WI aI 3 0' owO w ] r 5' owl 5' CD Mo n a ww 0- 12' 1 10' v e. SAW CUT, 4" MIN. CLASS "B" ASPHALTIC CONCRETE ` PAVEMENT- 2-2" LIFTS REQUIRED 6" MIN. CRUSHED SURFACING TOP COURSE / JCRUSHEDSURFACINGBASECOURSETOBE DETERMINED BY GEOTECH BASED UPON NE 7th STREET N.T.S. 12' i Kr/`< ' J L, Y" 6"MIN. CRUSHED SURFACING TOP COURSE 0 SUBGRADE COMPACTED TO 95% COMPACTION MAINTENANCE ROAD SECTION z col o 22' EASEMENT J TOP OF GROUND WIw SINaI 18" THICKEN EDGE- DGEORTOPOFCONC. 5' 12' I SIDEWALK n a ade I v e. 0 DEPENDING ON SIZE OF I SIGN AND NUMBER OF N SIGNS ON POST TYP.) POST BEHIND SIDEWALK POST WITHIN LANDSCAPE STRIP NOTE: LEGIBILITY DISTANCE SHOULD BE AT LEAST 40 FEET PER INCH OF LETTER HEIGHT. NO PARKING" SIGN INSTALLATION c±.tit PFxww nnvmr cavzrsnox CI TEXT OF INSTRUCTIONS Your properly contains a stormwanix management flow cormal BMP (best management practice) calked a perforated pipe connealar; which was installed to reduce the stonmvater mnolf impacts of some or all of the lmpeMous surface on your property. A perforated pipe connection is a length of drainage conveyance pipe with holes in the bottom, designed to'leak• runall conveyed by the pipe. into a gravel filled trench where tt can be soaked Into the surrounding sol. The connection is intended to provide opportunity for infih+aron of any n;noff that is being conveyad from an impervious surface (usually a roop to a local drainage system such as a ditch or roadway pipe system. The size and compositlon of the perforated pipe connection w decided by the how control BMP site plan and design details must be maintained and may not be changed Without written approval either from fie king County Water and Land Resources Division or through a future development permit from Ki rg County. The soil overtop of the perforated portion W fie system must not be compacted or covered with umpervious materiels. FIGUREC..2.ILA PFRFORATiD PO'E CONNECTION FOR A SWCLE FAAdILY R&ifff XCF, random 611 V IYter labnio C Bmin ^,. 6 -ped pipe o P!z' -s!: washed rock 24' min" TRENCH X -SECTION NTS steps - to roaddrainage system 2'X IVleveltrench4perfpipe INVIEW OF ROOF_, V095erfaee Wakrlkslgn Dlwuut-ApprndLr C IAM_A9 Can PERFORATED PIPE CONNECTION 1' FLAT R=3703 15I 5' CONCRETE SIDEWALK 42" MAX 24" MIN 8' LANDSCAPE STRIP 5 2 I . logo8" FOR ALL ARTERIALS I saaaaa 4"MIN. CLASS "B" ASPHALTIC CONCRETE PAVEMENT- 2-2" LIFTS REQUIRED 6"MIN. CRUSHED SURFACING TOP COURSE CRUSHED SURFACING BASE COURSE TO BE DETERMINED BY FIELD CONDITIONS 12' PAVED SHARED DRIVEWAY SITE SURVEY&MAPPING SCALE D. aEva D.L OFFE, P.E. oa m: D.L. OFFE, P.E. a1FdaD ar rtu sfNEI F Nor COME ON]I NO. REVISION BY DATE APPR "s"sotTM zwz iOCAMMOD, N.T.S. tNot) I - Hoa¢aaN: aoD tv9a wt CITY OF RENTON DATU M Planning/Building/Public Works Dept. rz -'3-7 13 / --s- STD 90' BRACKET OR 360' ADJUSTABLE BRACKET IF REQUIRED. 1 PIPE CAP 2" GALVANIZED STEEL PIPE I CEMENT 1-1/2' CONCRETECLASS 'B' 3' 5/8thMINUS 1-1/2 CRUSHEDROCK 2' MIN LEARANCE FROM FACE OF CURB. 10' MIN CLEARANCE IF NO CURB 8'-6" 1 1ILer Lv GROUND MOUNTED STREET NAME SIGNS NE 7TH SHORT PLATS 06/25/2013 DONOGH HOMES / ENDURE INVESTMENTS, LLC ,'Q°° i` DETAILS mwwa Na 3513 / 3517 & 3603 NE 7th STREET stFn: 5 rc:1 C d2-7a3osI IBIEITAIILS z colwz 22' EASEMENT J WIw SINaI 18" THICKEN EDGE- DGE 01I I5' 12' I I I 2% I c±.tit PFxww nnvmr cavzrsnox CI TEXT OF INSTRUCTIONS Your properly contains a stormwanix management flow cormal BMP (best management practice) calked a perforated pipe connealar; which was installed to reduce the stonmvater mnolf impacts of some or all of the lmpeMous surface on your property. A perforated pipe connection is a length of drainage conveyance pipe with holes in the bottom, designed to'leak• runall conveyed by the pipe. into a gravel filled trench where tt can be soaked Into the surrounding sol. The connection is intended to provide opportunity for infih+aron of any n;noff that is being conveyad from an impervious surface (usually a roop to a local drainage system such as a ditch or roadway pipe system. The size and compositlon of the perforated pipe connection w decided by the how control BMP site plan and design details must be maintained and may not be changed Without written approval either from fie king County Water and Land Resources Division or through a future development permit from Ki rg County. The soil overtop of the perforated portion W fie system must not be compacted or covered with umpervious materiels. FIGUREC..2.ILA PFRFORATiD PO'E CONNECTION FOR A SWCLE FAAdILY R&ifff XCF, random 611 V IYter labnio C Bmin ^,. 6 -ped pipe o P!z' -s!: washed rock 24' min" TRENCH X -SECTION NTS steps - to roaddrainage system 2'X IVlevel trench4perfpipe INVIEW OF ROOF_, V095erfaee Wakrlkslgn Dlwuut-ApprndLr C IAM_A9 Can PERFORATED PIPE CONNECTION 1' FLAT R=3703 15I 5' CONCRETE SIDEWALK 42" MAX 24" MIN 8' LANDSCAPE STRIP 5 2 I . logo8" FOR ALL ARTERIALS I saaaaa 4"MIN. CLASS "B" ASPHALTIC CONCRETE PAVEMENT- 2-2" LIFTS REQUIRED 6"MIN. CRUSHED SURFACING TOP COURSE CRUSHED SURFACING BASE COURSE TO BE DETERMINED BY FIELD CONDITIONS 12' PAVED SHARED DRIVEWAY SITE SURVEY&MAPPING SCALE D. aEva D.L OFFE, P.E. oa m: D.L. OFFE, P.E. a1FdaD ar rtu sfNEI F Nor COME ON]I NO. REVISION BY DATE APPR "s"sotTM zwz iOCAMMOD, N.T.S. tNot) I - Hoa¢aaN: aoD tv9a wt CITY OF RENTON DATU M Planning/Building/Public Works Dept. rz -'3-7 13 / --s- STD 90' BRACKET OR 360' ADJUSTABLE BRACKET IF REQUIRED. 1 PIPE CAP 2" GALVANIZED STEEL PIPE I CEMENT 1-1/2' CONCRETECLASS 'B' 3' 5/8thMINUS 1-1/2 CRUSHEDROCK 2' MIN LEARANCE FROM FACE OF CURB. 10' MIN CLEARANCE IF NO CURB 8'-6" 1 1ILer Lv GROUND MOUNTED STREET NAME SIGNS NE 7TH SHORT PLATS 06/25/2013 DONOGH HOMES / ENDURE INVESTMENTS, LLC ,'Q°° i` DETAILS mwwa Na 3513 / 3517 & 3603 NE 7th STREET stFn: 5 rc:1 C d2-7a3osI IBIEITAIILS 24"0 ACCESS MANHOLE W SOLID LOCKING LID O RIM=402.00 o— C7 I DRAIN=387.73I I I O I to Q iw- iy sCOq, cV O 0) J I r,u) 1'; F pQ 2 CILoNM 1 5 cc: I w 1 . O 1E U) II 1 6" LOT I I I % DRAIN F ` I J' Lu Z I I I w I.:. 1 wa_ 1 J a 20' INSIDE WjpTH I zc) I I aZ I w I I CL I; I Jw I 0 , o wl o m o f 1 - 2 II I r- I titN 1 z j I 1 I O 1 I NElfz I w( a I 1 0 I O I o I OM00 V) I zV)w s momua.uuu INSIDE CORNER STA 32+41.34, 17.55' RT. ELEV 383.50 Awl V DRAIN - 387v -^ r - 85 HIGH PT.--- l STEPS \ 1 / Xi A 1 lf, i 1 I ! i, i f 15, 1 I I ' 1 r I INSIDE -CORNER _ -- STA 33 20 n n' ELEV=383.50 J] i OFFE ENGINEERS 13932 SOUTHEAST 159TH PLACE RENTON, WASHINGTON 98058 PHONE: 425-260-3412 CONTACT: DARRELL OFFE, P.E. 0 URB 400.00 0 4' WM M16 i — .• ©© zi.... ; 1:. ......-..... N. .....VAI i - 1LLJz:.._.. Of w w a— F. Ld390.000- MIRA-FABRIC DRAIN TYPICAL PEMETER OF I — 14tID VAULT (TYP.) VAULT DRAIN INSIDE 2.0..0''. 380.00 CROSS SECTION - VIEWING WEST GRAPHIC SCALE 0 5 10 20 PS zZ_ m RIM ° o.40 j •aS ... ........ J 240 ACCESS MANHOL.. I. I : :,?` , :. , - RIM=492-6 02•l 1 -FABRIC DRAIN w OVERFLOW 6:72j / z 0`6":LOT DRAINCALPEMETEROF LT (TYP.) E 397.50 ELBOW . E.LEV=3p.?)4.j. ao a 390.00 W/ 3/4"0 ORIFICE z 13 4" ELBOW ELEV=MW1@1 30 j, n STEPS — W/ 1-1/4"0 ORIFICE: wri LO FLOW CONTROL STRUCTURE PER CITY DETAIL CB#31PE_FROt — BO29 b7. z . E-3e'1!!!i BOTTOM RISER ELE V 33@111111!dB 0 - 71s18•. 4 p : WQ WATER_STOP _. ORIFIGEW3. 4 BOTTOM=38@.w SA-2. NP.) 400.00 U 4E NSIDE-88.0' 80.003 CROSS SECTION - VIEWING SOUTH 400.00 PPOVED - R-310316 CL F, 400.00 GRAPHIC SCALE m 0 10 20 40 1 inch = 20 feet 390.00 r c K ..49 ,..:..._,. 10` N JP F O: i ;4 ?t, ..... .. ........._. ......._... .. ...._.. ...._. ...{.p': . raw ...... ..._.... c ..3, fi?' CONIC,hlY;j"Ji i 58LF., 12 N-12 .,.I. N -12@S="@@* - 390.00 57LF; 12" IE 379.46, 12" NEW VIP: (op°!o 10 1 12,,..N 12 S 9 E= i"3.Zd......... 3• 149LF., N-12 380.00' 37LF., 12 R i ... ..... ........ .. _ ......... .... .. _ . ........... ........ _ . N ... N z ......... .. 380.00LIJ CB 14 TYPE 1 _. a oa N Ok Ary.5'il a o RIM=iiie0 3'•fe2 IE=iiG L O, 12" I•5IZ = NII STORM OUTFALL PROFILE A U II 11 I) EE _ . 0+00 U a 11+00 2}00 AS B IV 3+00 SITE SURVEY&MAPPING ,, CITY 0 FSCALEQo NE 7TH SHORT PLATS 07/25/2013 D.L. OFFE, P.E. RENTON DONOGH HOMES/ENDURE INVESTMENTS, LLC - D.L. OFFE, P.E. °¢ DATUM VAULT AND DETAILS Planning/Building/Public works Dept. 3513 / 3517 & 3603 NE 7th STREETREVISIONBYDATEAPPR '' s¢r. 6 ' 13. pre: 2 - -3 /(o 01, R- K)30G wz I_. ao 4 a 390.00 Iw 13 4E NSIDE-88.0' 80.003 CROSS SECTION - VIEWING SOUTH 400.00 PPOVED - R-310316 CL F, 400.00 GRAPHIC SCALE m 0 10 20 40 1 inch = 20 feet 390.00 r c K ..49 ,..:..._,. 10` N JP F O: i ;4 ?t, ..... .. ........._. ......._... .. ...._.. ...._. ...{.p': . raw ...... ..._.... c ..3, fi?' CONIC,hlY;j"Ji i 58LF., 12 N-12 .,.I. N -12@S="@@* - 390.00 57LF; 12" IE 379.46, 12" NEW VIP: (op°!o 10 1 12,,..N 12 S 9 E= i"3.Zd......... 3• 149LF., N-12 380.00' 37LF., 12 R i ... ..... ........ .. _ ......... .... .. _ . ........... ........ _ . N ... N z ......... .. 380.00LIJ CB 14 TYPE 1 _. a oa N Ok Ary.5'il a o RIM=iiie0 3'•fe2 IE=iiG L O, 12" I•5IZ = NII STORM OUTFALL PROFILE A U II 11 I) EE _ . 0+00 U a 11+00 2}00 AS B IV 3+00 SITE SURVEY&MAPPING ,, CITY 0 FSCALEQo NE 7TH SHORT PLATS 07/25/2013 D.L. OFFE, P.E. RENTON DONOGH HOMES/ENDURE INVESTMENTS, LLC - D.L. OFFE, P.E. °¢ DATUM VAULT AND DETAILS Planning/Building/Public works Dept. 3513 / 3517 & 3603 NE 7th STREETREVISIONBYDATEAPPR '' s¢r. 6 ' 13. pre: 2 - -3 /(o 01, R- K)30G PANT 5CHFPI 30fANICA. NAME COMMON NAME QTY 51ZE VEZ 5 13obAlajacquemonti Jacquemcrtii birch 10 2'' cal Acer freeman['Altaamn6laze'* Maple 13 2'cal Pgrus calleryana 'Cap[ al'* Flowering, fear 5 2'' cal Acer circinatum Vine Maple 6 6' ht 12 fOTAbI OTS X 2 TPEES/ bUI MINIMUM -24 TP.EE512EQl 39 TPEE5 TOVInE12 Con5idered drwght tolerant in Pacific Northwest once established lawn. 5ee specific lawn notes above for adck I informatiaT RfM/VY5 Full and Matchlro Full and Matching Full and Matchlnq Full aid matchinq N5f pu6uC 5TEET. F NEW f0P5011. fO 2' SPECIFIED TREE STANE(S)— INSTNL 'TREE BOOT' OR— ARBORGARD' IN L1WN AREAS. P1 TREE 1'-2' HIGHER — THAN IN NURSERY WATERING &SIN SPECIFIED PIANTING UNDISTURBED GROUND 12' MIN. FOR WOOD STAKES & 18' FOR REBAR STMLE TREE REINFORCED RUBBER HOSE OR MI W/16 G4 WIRE TIES OR APPROVED EOM DETA PRUNE DISEASED AND BROKEN ERNNCHES SE & WIRE TIES. DETNL AHOW AOVE BINDING TWINE & TOP 3 OF BURV3. SERLED DEPD3 ME SPECIFIED MULCH WRNG PR BOTTOMRM, NATIVE DEEPFla NOTE: DO NOT PIERCE TREE ROOTBNI WRH TREE STAKES DECIDUOUS TREE PLANTING & STAKING DETAIL NOT TO SCALE LW15CMP N01 5 STATE OF WASHINGTORECTIE&DE LAND%JI[Af-HIECT NZ JE M. VAR CERTIFICATE No. 774 (n W CC 1. CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING THEMSELVES WITH ALL OTHERSITEIMPROVEMENTSANDCONDITIONSPRIORTOSTARTINGLANDSCAPEWORK. 2. CONTRACTOR SHALL USE CAUTION WHILE EXCAVATING TO AVOID DISTURBING ANY UTILITIES ENCOUNTERED. CONTRACTOR IS TO PROMPTLY ADVISE OWNER OF ANY DISTURBED UTILITIES. LOCATION SERVICE PHONE 1-800-424-5555 3. CONTRACTOR SHALL MAINTAIN AND WATER ALL PLANT MATERIAL FOR 1 YEAR OR UNTIL FINAL INSPECTION AND ACCEPTANCEBYOWNER. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPUTING SPECIFIC QUANTITIES OF GROUND COVERS AND PLANT MATERIALS UTILIZING ON—CENTER SPACING FOR PLANTS AS STATED ON THE LANDSCAPE PLAN AND MINIMUM PLANTING DISTANCES ASSPECIFIEDBELOWINTHESENOTES. 3. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING THE QUANTITIES OF PLANTS THAT ARE REPRESENTED BY SYMBOLS ONTHEDRAWINGS. i. SUBGRADE IS TO BE WITHIN 1/10" OF ONE FOOT AS PROVIDED BY OTHERS. ALL PLANTING AREAS TO BE CLEARED OF ALLCONSTRUCTIONMATERIALANDROCKSANDSTICKSLARGERTHAN2" DIAMETER, 7. 4" DEPTH NEW TOPSOIL IN NEW BEDS SHOWN. ROTOTILL INTO TOP 6" OF SOIL. I. ALL BEDS TO RECEIVE A MINIMUM OF 2" FINE FIR BARK. I. ALL PLANT MATERIAL SHALL BE FERTILIZED WITH AGRO TRANSPLANT FERTILIZER 4-2-2 PER MANUFACTURERS SPECIFICATIONS. I. ALL PLANT MATERIAL SHALL CONFORM TO AAN STANDARDS FOR NURSERY STOCK, LATEST EDITION. ANYREPLACEMENTSMADEATONCE. A. GENERAL: ALL PLANT MATERIAL FURNISHED SHALL BE HEALTHY REPRESENTATIVES, TYPICAL OF THEIR SPECIES OF VARIETY AND SHALL HAVE A NORMAL GROWTH HABIT. THEY SHALL BE FULL, WELL BRANCHED, WELL PROPORTIONED, AND HAVE A VIGOROUS, WELL DEVELOPED ROOT SYSTEM. ALL PLANTS SHALL BE HARDYUNDERCLIMATICCONDITIONSSIMILARTOTHOSEINTHELOCALITYOFTHEPROJECT. B. TREES, SHRUBS, AND GROUND COVER: QUANTITIES, SPECIES, AND VARIETIES, SIZES AND CONDITIONS AS SHOWN ON THE PLANTING PLAN. PLANTS TO BE HEALTHY, VIGOROUS, WELL FOLIATED WHEN IN LEAF. FREE OFDISEASE, INJURY, INSECTS, DECAY, HARMFUL DEFECTS, AND ALL WEEDS. NO SUBSTITUTIONS SHALL MADE WITHOUT WRITTEN APPROVAL FROM LANDSCAPE ARCHITECT OR OWNER. NO PERMANENT IRRIGATION SYSTEM IS PROPOSED. TREES LOCATED ON THE PROPOSED LOTS WILL BE IRRIGATED BY FUTUREHOMEOWNERS. LANDSCAPE STRIP PLANT MATERIAL IS CONSIDERED 100% DROUGHT TOLERANT AND SHALL BE PROVIDED TEMPORARYIRRIGATIONFORTHEFIRSTTWO (2) YEARS. HOME BUILDER SHALL BE RESPONSIBLE FOR INSTALLING PROPOSED LOT TREES UPON COMPLETION OF THE PROPOSED HOMES. STREETSCAPE PLANT MATERIAL SHALL BE INSTALLED BY DEVELOPER. fO 13E IN5fAI L9P 13 A7f7 .ANI75CAPING A5 FOLLOW5 5 PM f OF MITY I.UA 13-000996 5.P. APPPOVA, EXHI131f 8 5 "13-000519 5.P AFKOV& EXNI3lf 8 LUA 13-000867 5.P APNOVA- EXHINf 9 sT UUG 5VEFf 5017 LAWN WITH 9" VEPTH OF NEW fOP50L. f0 6E IN5MIE7 6Y 13ULPEF R=3703 17 APPROVED X11 T 20 'I 81 NOFITH SUL w n z O z 4 O z DESIGNER: JMV DRAFTING BY: JMV DATE: 9-1-13 SCALE: AS SHOWN L-1 SHEET 11 OF 14- 4 7 IN G— SSMHRIM - 385.37 INV 8• E4"= 31 N 0 G — GiRIM =382.84' CB 1NV12•SW=380.34' RIM -38241' INVB'E=991DS4' INVS•W= INVVN-390.34' 30GAP S GRAPHIC SCALE 10 0 10 20 40 11NCH = 20 FT. E IN VICINITY MAP NTS AGAL DESCRIPTION OT 10, BLOCK 2, STEWARTS HIGHLAND ACRE TRACTS, ACCORDING TO HE PLAT THEREOF, RECORDED IN VOLUME 43 OF PLATS, PAGE 17, IN ING COUNTY, WASHINGTON. ITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON IASIS OF BEARINGS HE PLAT OF STEWARTS HIGHLAND ACRE TRACTS, ACCORDING TO HE PLAT THEREOF, RECORDED IN VOLUME 43 OF PLATS, PAGE 17, IN ING COUNTY, WASHINGTONACCEPTED ABEARING OF S 88.49'07' E DR NE 7TH STREET BASED ON FOUND MONUMENTS IN CASE. IENERAL NOTES THIS SURVEY WAS COMPLETED WITHOUT BENEFIT OF A CURRENT TITLE REPORT. EASEMENTS AND OTHER ENCUMBRANCES MAY EXIST ON THIS PROPERTY THAT ARE NOT SHOWN HEREON. INSTRUMENTATION FOR THIS SURVEY WAS A 3 -SECOND NIKON NPL 352 TOTAL STATION. PROCEDURES USED IN THIS SURVEY MEET OR EXCEED STANDARDS SET BY WAC 332-130-090. THE INFORMATION ON THIS MAP REPRESENTS THE RESULTS OF A SURVEY MADE IN FEBRUARY 2013 AND CAN ONLY BE CONSIDERED AS INDICATING THE GENERAL CONDITIONS EXISTING AT THAT TIME. UTILITIES SHOWN ON THIS SURVEY ARE BASED UPON ABOVE GROUND OBSERVATIONS 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. ALL MONUMENTS WERE LOCATED DURING THIS SURVEY UNLESS OTHERWISE NOTED. ERTICAL DATUM $ CONTOUR INTERVAL ELEVATIONS SHOWN ON THIS DRAWING WERE DERIVED FROM INFORMATION PROVIDED BY THE CITY OF RENTON. DATUM POINT ID NO. 721 MONUMENT IN CASE AT THE INTERSECTION OF NE 7TH PLACE AND MONROE AVENUE NE. ELEVATION: 381.600 FEET (116.312 METERS) NAVD 66. 2.0' CONTOUR INTERVAL - THE EXPECTED VERTICAL ACCURACY IS EQUAL TO 1!2 THE CONTOUR INTERVAL OR PLUS / MINUS 1.0' FOR THIS PROJECT. W Q90NI`00 Ao I I I , IL\ ----- 0 ,m I \ W OHU 3 BOLLARD AT CORNER II I e I I I III ONE-STORY HOUSE W/BASEMENT RH=417.8' FF = 407.0 F BASEMENT= 398.T BUILDING J OVERHANG R-310 14.7' SSMH422.04' 475.84' FOUND TACKSLEAD IN MONUMENT CASE W Z Lu i Lu g i IfQ Z IJJ Lu I Cy I LEGEND g SET REBAR S CAP (389N) AT PROPERTY W CORNER O POWERMETER O GAS METER OIL FILL CATCH BASIN STORM DRAIN MANHOLE SANITARY SEWER MANHOLE W WATER VALVE jQ FIRE HYDRANT WATER METER I— HOGWIRE FENCE SS_ I , e SEWER LINE SD— APPROXIMATE LOCATION STORM a+ C9 DRAIN LINE X— CHAINUNKFENCE a CONCRETE WALL IIUI WOOD FENCE a ROCKERY r ° ris, GRAVEL SURFACE PI y x c9 rs CEDAR DS DECIDUOUS MP MAPLE OF DOUGLAS FIR CH i I- os, HOLLY INDICATES MULTI -TRUNK s,.*. a k •Ills p,. c S 1 P> 9 I SITE I c omn^ gunA q usaw>ae z"e „ns v"o 3^ eeIr e omce st m 1111(111 R%,!@ r VICINITY MAP NTS AGAL DESCRIPTION OT 10, BLOCK 2, STEWARTS HIGHLAND ACRE TRACTS, ACCORDING TO HE PLAT THEREOF, RECORDED IN VOLUME 43 OF PLATS, PAGE 17, IN ING COUNTY, WASHINGTON. ITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON IASIS OF BEARINGS HE PLAT OF STEWARTS HIGHLAND ACRE TRACTS, ACCORDING TO HE PLAT THEREOF, RECORDED IN VOLUME 43 OF PLATS, PAGE 17, IN ING COUNTY, WASHINGTONACCEPTED ABEARING OF S 88.49'07' E DR NE 7TH STREET BASED ON FOUND MONUMENTS IN CASE. IENERAL NOTES THIS SURVEY WAS COMPLETED WITHOUT BENEFIT OF A CURRENT TITLE REPORT. EASEMENTS AND OTHER ENCUMBRANCES MAY EXIST ON THIS PROPERTY THAT ARE NOT SHOWN HEREON. INSTRUMENTATION FOR THIS SURVEY WAS A 3 -SECOND NIKON NPL 352 TOTAL STATION. PROCEDURES USED IN THIS SURVEY MEET OR EXCEED STANDARDS SET BY WAC 332-130-090. THE INFORMATION ON THIS MAP REPRESENTS THE RESULTS OF A SURVEY MADE IN FEBRUARY 2013 AND CAN ONLY BE CONSIDERED AS INDICATING THE GENERAL CONDITIONS EXISTING AT THAT TIME. UTILITIES SHOWN ON THIS SURVEY ARE BASED UPON ABOVE GROUND OBSERVATIONS 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. ALL MONUMENTS WERE LOCATED DURING THIS SURVEY UNLESS OTHERWISE NOTED. ERTICAL DATUM $ CONTOUR INTERVAL ELEVATIONS SHOWN ON THIS DRAWING WERE DERIVED FROM INFORMATION PROVIDED BY THE CITY OF RENTON. DATUM POINT ID NO. 721 MONUMENT IN CASE AT THE INTERSECTION OF NE 7TH PLACE AND MONROE AVENUE NE. ELEVATION: 381.600 FEET (116.312 METERS) NAVD 66. 2.0' CONTOUR INTERVAL - THE EXPECTED VERTICAL ACCURACY IS EQUAL TO 1!2 THE CONTOUR INTERVAL OR PLUS / MINUS 1.0' FOR THIS PROJECT. W Q90NI`00 Ao I I I , IL\ ----- 0 ,m I \ W OHU 3 BOLLARD AT CORNER II I e I I I III ONE-STORY HOUSE W/BASEMENT RH=417.8' FF = 407.0 F BASEMENT= 398.T BUILDING J OVERHANG R-310 14.7' SSMH422.04' 475.84' FOUND TACKSLEADIN MONUMENT CASE W Z Lu i Lu g i IfQ Z IJJ Lu I Cy I LEGEND PROJECT INFORMATION SURVEYOR: SITE SURVEY B MAPPING, INC. 10115214TH AVE NE REDMOND, WA 98053 PHONE: 425.298.4412 PROPERTY OWNER: KRRV DEV, LLC P.O. BOX 908 RAVENSDALE, WA 98051 TAX PARCEL NUMBER: 801110-0120 PROJECTADDRESS: 3513 NE 7TH STREET RENTON, WA 98056 31 ZONING: R-8 JURISDICTION: CITY OF RENTON8PARCELACREAGE: 28,657 S.F. (10.658 ACRES) AS SURVEYED LL Lr L a Z M CN oi 0 W r VJ Z A FOUND MONUMENT AS DESCRIBED SET REBAR S CAP (389N) AT PROPERTY W CORNER O POWERMETER O GAS METER OIL FILL CATCH BASIN STORM DRAIN MANHOLE SANITARY SEWER MANHOLE W WATER VALVE jQ FIRE HYDRANT WATER METER I— HOGWIRE FENCE SS_ APPROXIMATE LOCATION SANITARY Q SEWER LINE SD— APPROXIMATE LOCATION STORM a+ C9 DRAIN LINE X— CHAINUNKFENCE a CONCRETE WALL C— WOOD FENCE ROCKERY ASPHALTSURFACE CONCRETE SURFACE GRAVEL SURFACE PI PINE CE CEDAR DS DECIDUOUS MP MAPLE OF DOUGLAS FIR CH CHERRY HL HOLLY INDICATES MULTI -TRUNK PROJECT INFORMATION SURVEYOR: SITE SURVEY B MAPPING, INC. 10115214TH AVE NE REDMOND, WA 98053 PHONE: 425.298.4412 PROPERTY OWNER: KRRV DEV, LLC P.O. BOX 908 RAVENSDALE, WA 98051 TAX PARCEL NUMBER: 801110-0120 PROJECTADDRESS: 3513 NE 7TH STREET RENTON, WA 98056 31 ZONING: R-8 JURISDICTION: CITY OF RENTON8PARCELACREAGE: 28,657 S.F. (10.658 ACRES) AS SURVEYED LL Lr L a Z M CN oi 0 W r VJ Z A PROJECT NO. 13-037-A DRAWN BY: EFJ CHECKED BY. TNW DATE: 03-01-13 SHEET 12 OF 11 t W W LUm J H W WIL Q 0 W O a+ C9 Y Z r F w a O I -- PROJECT NO. 13-037-A DRAWN BY: EFJ CHECKED BY. TNW DATE: 03-01-13 SHEET 12 OF 11 t F-li L GRAPHIC SCALE 10 0 10 20 40 11NCH = 20 FT. FOUND TACK & LEAD IN E Z MONUMENTCASE W Z Lu s W o I I Z O I I VICINITY MAP NTS EGAL DESCRIPTION ITS 11 AND 12, BLOCK 2, STEWARTS HIGHLAND ACRE TRACTS, CORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 43 OF ATS, PAGE 17, IN KING COUNTY, WASHINGTON. TUATE IN THE COUNTY OF KING, STATE OF WASHINGTON ASIS OF BEARINGS IE PLAT OF STEWARTS HIGHLAND ACRE TRACTS, ACCORDING TO IE PLAT THEREOF, RECORDED IN VOLUME 43 OF PLATS, PAGE 17, IN NG COUNTY, WASHINGTON.ACCEPTED ABEARING OF S 88°4907" E IR NE 7TH STREET BASED ON FOUND MONUMENTS IN CASE. ENERAL NOTES THIS SURVEY WAS COMPLETED WITHOUT BENEFIT OF A CURRENT TITLE REPORT. EASEMENTS AND OTHER ENCUMBRANCES MAY EXIST ON THIS PROPERTY THAT ARE NOT SHOWN HEREON. INSTRUMENTATION FOR THIS SURVEY WAS A 3 -SECOND NIKON NPL 352 TOTAL STATION. PROCEDURES USED IN THIS SURVEY MEET OR EXCEED STANDARDS SET BY WAC 332-130.090. THE INFORMATION ON THIS MAP REPRESENTS THE RESULTS OF A SURVEY MADE IN FEBRUARY 2013 AND CAN ONLY BE CONSIDERED AS INDICATING THE GENERAL CONDITIONS EXISTING AT THAT TIME. UTILITIES SHOWN ON THIS SURVEY ARE BASED UPON ABOVE GROUND OBSERVATIONS 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. ALL MONUMENTS WERE LOCATED DURING THIS SURVEY UNLESS OTHERWISE NOTED. ERTICAL DATUM & CONTOUR INTERVAL ELEVATIONS SHOWN ON THIS DRAWING WERE DERIVED FROM INFORMATION PROVIDED BY THE CITY OF RENTON. DATUM POINT ID NO. 721 MONUMENT IN CASE AT THE INTERSECTION OF NE 7TH PLACE AND MONROE AVENUE NE. ELEVATION: 361.600 FEET (116.312 METERS) NAVD 88. 2.0' CONTOUR INTERVAL -THE EXPECTED VERTICAL ACCURACY IS EQUAL TO 1/2 THE CONTOUR INTERVAL OR PLUS / MINUS 1.0' FOR THIS PROJECT. SSMH RIM = 471.04' A INV E.N=415.50' FOUND TACK& LEAD IN MONUMENT CASE Z W Lu Q W W I Cy LEGEND FOUND MONUMENT AS DESCRIBED SET REBAR & CAP (38884) AT PROPERTY CORNER Q POWER METER D GAS METER OIL FILL CATCH BASIN STORM DRAIN MANHOLE 0 SANITARY SEWER MANHOLE m WATER VALVE FIRE HYDRANT WATERMETER 1 — HOGWIRE FENCE SS— APPROXIMATE LOCATION SANITARY IL SEWER LINE SD— PROXIMATE LOCATION STORM L DRAIN LINE X— CHAINUNKFENCE O CONCRETE WALL D— WOOD FENCE ROCKERY ASPHALT SURFACE CONCRETE SURFACE GRAVEL SURFACE PI PINE CE CEDAR DS DECIDUOUS MP MAPLE OF DOUGLAS FIR CH CHERRY HL HOLLY INDICATES MULTI -TRUNK n a AFozE.vC. s a SITE r C a nw. u(%.Si. ct.McxZ4a9.: 5 VICINITY MAP NTS EGAL DESCRIPTION ITS 11 AND 12, BLOCK 2, STEWARTS HIGHLAND ACRE TRACTS, CORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 43 OF ATS, PAGE 17, IN KING COUNTY, WASHINGTON. TUATE IN THE COUNTY OF KING, STATE OF WASHINGTON ASIS OF BEARINGS IE PLAT OF STEWARTS HIGHLAND ACRE TRACTS, ACCORDING TO IE PLAT THEREOF, RECORDED IN VOLUME 43 OF PLATS, PAGE 17, IN NG COUNTY, WASHINGTON.ACCEPTED ABEARING OF S 88°4907" E IR NE 7TH STREET BASED ON FOUND MONUMENTS IN CASE. ENERAL NOTES THIS SURVEY WAS COMPLETED WITHOUT BENEFIT OF A CURRENT TITLE REPORT. EASEMENTS AND OTHER ENCUMBRANCES MAY EXIST ON THIS PROPERTY THAT ARE NOT SHOWN HEREON. INSTRUMENTATION FOR THIS SURVEY WAS A 3 -SECOND NIKON NPL 352 TOTAL STATION. PROCEDURES USED IN THIS SURVEY MEET OR EXCEED STANDARDS SET BY WAC 332-130.090. THE INFORMATION ON THIS MAP REPRESENTS THE RESULTS OF A SURVEY MADE IN FEBRUARY 2013 AND CAN ONLY BE CONSIDERED AS INDICATING THE GENERAL CONDITIONS EXISTING AT THAT TIME. UTILITIES SHOWN ON THIS SURVEY ARE BASED UPON ABOVE GROUND OBSERVATIONS 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. ALL MONUMENTS WERE LOCATED DURING THIS SURVEY UNLESS OTHERWISE NOTED. ERTICAL DATUM & CONTOUR INTERVAL ELEVATIONS SHOWN ON THIS DRAWING WERE DERIVED FROM INFORMATION PROVIDED BY THE CITY OF RENTON. DATUM POINT ID NO. 721 MONUMENT IN CASE AT THE INTERSECTION OF NE 7TH PLACE AND MONROE AVENUE NE. ELEVATION: 361.600 FEET (116.312 METERS) NAVD 88. 2.0' CONTOUR INTERVAL -THE EXPECTED VERTICAL ACCURACY IS EQUAL TO 1/2 THE CONTOUR INTERVAL OR PLUS / MINUS 1.0' FOR THIS PROJECT. SSMH RIM = 471.04' A INV E.N=415.50' FOUND TACK& LEAD IN MONUMENT CASE Z W Lu Q W W I Cy LEGEND It PROJECT INFORMATION SURVEYOR: SITE SURVEY & MAPPING, INC. 10115 214TH AVE NE REDMOND, WA 98053 PHONE: 425.298.4412 PROPERTY OWNER: KRRV DEV, LLC P.O. BOX 908 RAVENSDALE, WA 98051 TAX PARCEL NUMBER: 801110-0125 AND 801110-0130 PROJECT ADDRESS: 3517 AND 3603 NE 7TH STREET RENTON. WA 98056 ZONING: R -BR=3703 19 JURISDICTION: CITY OF RENTON PARCELACREAGE: 801110-0125 28,651 S.F. (t 0.858 ACRES) AS SURVEYED 801110-0130 28,644 S.F. (t 0.658 ACRES) AS SURVEYED P 3.' r2 - I q 6a r I MryN I W FOUND MONUMENT AS DESCRIBED SET REBAR & CAP (38884) AT PROPERTY CORNER Q POWER METER D GAS METER OIL FILL CATCH BASIN STORM DRAIN MANHOLE 0 SANITARY SEWER MANHOLE m WATER VALVE FIRE HYDRANT WATERMETER 1 — HOGWIRE FENCE SS— APPROXIMATE LOCATION SANITARY IL SEWER LINE SD— PROXIMATE LOCATION STORM L DRAIN LINE X— CHAINUNKFENCE O CONCRETE WALL D— WOOD FENCE ROCKERY ASPHALT SURFACE CONCRETE SURFACE GRAVEL SURFACE PI PINE CE CEDAR DS DECIDUOUS MP MAPLE OF DOUGLAS FIR CH CHERRY HL HOLLY INDICATES MULTI -TRUNK It PROJECT INFORMATION SURVEYOR: SITE SURVEY & MAPPING, INC. 10115 214TH AVE NE REDMOND, WA 98053 PHONE: 425.298.4412 PROPERTY OWNER: KRRV DEV, LLC P.O. BOX 908 RAVENSDALE, WA 98051 TAX PARCEL NUMBER: 801110-0125 AND 801110-0130 PROJECT ADDRESS: 3517 AND 3603 NE 7TH STREET RENTON. WA 98056 ZONING: R -BR=3703 19 JURISDICTION: CITY OF RENTON PARCELACREAGE: 801110-0125 28,651 S.F. (t 0.858 ACRES) AS SURVEYED 801110-0130 28,644 S.F. (t 0.658 ACRES) AS SURVEYED P 3.' r2 - I q 6ar I MryN I W W Lu Cc I WI c K 3 IL Lu 0 L Y Z r I- O LU ID. 49 O F - PROJECT NO. 13-037-B DRAWN BY: EFJ CHECKED BY: TNW DATE: 03-01-13 SHEET 13 OF 'Ib a I A PORTION OF THE NW 1/4, SE 1/4, SECTION 10, TOWNSHIP 23 N., RANGE 5 EAST, W.M., CITY OF RENTON, WASHINGTON TnV T/ [ A\ 1r Tl t- l OFFE ENGINEERS 13932 SOUTHEAST 159TH PLACE RENTON, WASHINGTON 98058 PHONE: 425-260-3412 CONTACT: DARRELL OFFE, P.E. R-370320 GRAPHIC SCALE 0 10 20 40 1 inch = 20 feet PROVED DATE a SITE SURVEY&MAPPING mw im CITY 0 Fm o SCALE w ^° ° d NE 7TH SHORT PLATS 10/15/2013 D.L OFFS, P.E. ,oy RENTON DONOGH HOMES / ENDURE INVESTMENTS, LLC s7q D.L. OFFE, P.E. o msTEµF,4G Al ' DATUM TREE RETENTION PLAN NAL 'F,e W„o, Planning/Building/Public works Dept. 3513 / 3517 & 3603 NE 7th STREET10/28/2013 NO. REVISION BY DATE APPR'``_ 14' 14 9; rz- ';;b'2>020 v-7 75 Io TREES 1