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Home My WebLink AboutzR-3391SetM T 1 Q J w J U Y m w Z O 2 w n :a 0 zz n n PORTION OF THE NW 1/4, SE 1/4 OF SECTION 10, TOWNSHIP 23 N, RANGE 5 EAST, W.M. HONEYBROOK CIRCLE LEGAL DESCRIPTION THE WEST HALF OF THE SOUTH HALF OF THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUTY, WASHINGTON; TOGETHER WITH AN EASEMENT FOR ROAD AND UTILITY PURPOSES OVER AND ACROSS THE SOUTH 30 FEET AND THE WEST 30 FEET OF THE EAST HALF OF THE SOUTH HALF OF THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SAID SECTION 10; EXCEPT ANY PORTION OF SAID EASEMENT LYING WITHIN COUNTY ROAD. KC PARCEL NUMBER: 102305 -9208 92.83' .................. 6968 Sp. :......83.95,...: I V96g n' :..6 m Sp 1 L696 SO k o k6,6 92.83' k6 n N89.51.07'W GENERAL NOTES I 1 1 0 .... 83.94" ....: Vpk� SO .n 1 k� SNpRA SANITARY SEWER PLAN & PROFILE 92.83' SEWER DETAILS I ,2 Sri m k6,6 L6k� " n 1 WAC 332 - 130 -090 .89' = 31.94 92.83' 127 86' I N '5 Sa o �2 k6j1 BASIS OF BEARING: SOUTH LINE OF THE SE 1/4 OF 92.63' N 88'20'37' W I ,N � Sa NE 6th STREET w Abk� 6 (N 88'21'09 "W) 92.83' Q m BENCHMARK: CITY OF RENTON CONTROL # 1852 I84.83' LO O g SE CORNER OF SECTION 10 -23 -5 FOUND (�p SO. 3" BRASS DISK IN CONCRETE IN CASE S19ti 5 ° o D_ R =12.0' L =19.1 72.53' 10.77' n r 18' 1 24' w N 0 b °z �I I Q �I 26' 1 24' 7' I w _330.75' N89.19'28'SV 20 TEMP. ACCESS EASEMENT -- - - - - -- _— — - - - - - -- m .................. 6968 Sp. :......83.95,...: I V96g n' :..6 m Sp CONTENTS Vo0 5Q. n k6,6 k6 n ......83:92' ....: GENERAL NOTES :......83:92' ... EROSION CONTROL DETAILS .. ... .. ... ... ... .. ... ..167184'.............,........ .... 83.94" ....: :......83.94'.... I o 6 o SNpRA SANITARY SEWER PLAN & PROFILE m, SEWER DETAILS 9 STORMWATER VAULT m k6,6 k616 n ......83:93'...... ....... .....8193...... ro OF Sp CONTENTS Vo0 5Q. n k6,6 k6 COVER SHEET ......83:92' ....: GENERAL NOTES :......83:92' ... EROSION CONTROL DETAILS .. ... .. ... ... ... .. ... ..167184'.............,........ GRADING & EROSION CONTROL PLAN 5 I o 6 o SNpRA SANITARY SEWER PLAN & PROFILE m, SEWER DETAILS 9 STORMWATER VAULT I �ti5 %bFm Ii3yFx♦ 5 I R =20.0' ...................1....... ... L =30 ......... R= 20,.0• WAC 332 - 130 -090 .89' = 31.94 ^ 127 86' DATE OF SURVEY: FEBRUARY 2012 9.00' �2 BASIS OF BEARING: SOUTH LINE OF THE SE 1/4 OF N 88'20'37' W o SECTION 10 -23 -5 (NE 4th ST) NE 6th STREET w 1i1 TRACT A TO BE ,@WN@I *W MAINTAINED z BY HOMEOWNERS ASSOCIATION. >1 Tmcr b TO e4 ou)N ,, D o o zo 40 so 8y urt 6r REtJTvN "� 1 inch = 40 {eel I I I II Z Iw is 4 Im b N n `1 fl m �I 0 of z1 1 1 al RENTON, WASHINGTON LAND USE PERMIT # LUA06 -143 VICINITY MAP NI 14CINITY MAP � SCALE N75 ECT N O r2 TOPOGRAPHIC AND BOUNDARY SURVEY PROVIDED BY OWNER. OFFE ENGINEERS, PLLC ASSUMES NO LIABILITY FOR ACCURACY. CONTACT INFORMATION OWNER / DEVELOPER: JAYMARC at HONEYBROOK, LLC ATTN: JAY MEZISTRANO 1500 SOUTH 5tH PLACE RENTON, WASHINGTON 98057 OFFICE PHONE: 425 - 226 -9100 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 TABLE OF CONTENTS LINE, NW1 /4 SHEET NUMBER TITLE 1 COVER SHEET 2 GENERAL NOTES 3 EROSION CONTROL DETAILS 4 GRADING & EROSION CONTROL PLAN 5 ROAD / STORM PLAN & PROFILE 6 DETAILS AND NOTES 7 SANITARY SEWER PLAN & PROFILE 8 SEWER DETAILS 9 STORMWATER VAULT I � N S V%kd IfivetT F*_vtst0(Q r t,/`awe9v %bFm Ii3yFx♦ 5 I 661.54' NORTH LINE, NW1 /4 SW1 /4, SE1 /4, SEC. 10 -23 -05 SURVEY NOTES D.L. OFFE, P.E. I INSTRUMENT: TOPCON GPT 3000W TOTAL STATION METHOD USED: FIELD TRAVERSE WITH ACTUAL aww: D.L OFFE, P.E. a U3 FIELD MEASUREMENTS AND ANGLES w ° a J WAC 332 - 130 -090 NO. Z ^ DATE DATE OF SURVEY: FEBRUARY 2012 w �2 BASIS OF BEARING: SOUTH LINE OF THE SE 1/4 OF 1 o SECTION 10 -23 -5 (NE 4th ST) w 1i1 "' (N 88'21'09 "W) Q m BENCHMARK: CITY OF RENTON CONTROL # 1852 LO O g SE CORNER OF SECTION 10 -23 -5 FOUND :E Q 3" BRASS DISK IN CONCRETE IN CASE 5 ° o D_ AT THE INTERSECTION OF NE 4th STREET ZI n AND NILE AVE NE (148th AVE SE) o ELEVATION = 454.77' (138.614m) NAVD 88 = In n I 10 - - 660.67' _ - 1982.00' _ NE 4th STREET N88'21'09 "W 2642.56' (KCAS) N88'21'09 "W 2642.66' (MEAS) S 1/4 OF SEC 10 -23 -05 POUND SURFACE BRASS DI SK CONTROL MAP NTS OQ'. R -3.391 c? AevBaiur 2IZSI2o►3 SE CDR SEC 10 -23 -5 CITY OF RENTON MON #1852 FOUND 3" SURFACE BRASS DISK W /PUNCH R =3 1 11 T 14 X108 HONEYBROOK CIRCLE JAYMARC at HONEYBROOK, LLC COVER SHEET R -33q/ 14 woo 10 (� a, N W z w W W (] 41 C) zxu WU)�° F fwT -I O LE 03/12/2012 1 � 9� 9 L—I I 1 y °z P O 46 O 0 - 7< n W W SURVEYED SCALE "�*^''u 'k"01B "�°"'� �° � °°'%°°' DATUM c. CITY OF MIN RENTON Planning /Building /Public Works Dept. D.L. OFFE, P.E. aww: D.L OFFE, P.E. als vu� I d1 •rte Fwd N 1OLgm" y NO. REVISION BY DATE APPR OQ'. R -3.391 c? AevBaiur 2IZSI2o►3 SE CDR SEC 10 -23 -5 CITY OF RENTON MON #1852 FOUND 3" SURFACE BRASS DISK W /PUNCH R =3 1 11 T 14 X108 HONEYBROOK CIRCLE JAYMARC at HONEYBROOK, LLC COVER SHEET R -33q/ 14 woo 10 (� a, N W z w W W (] 41 C) zxu WU)�° F fwT -I O LE 03/12/2012 1 � 9� 9 L—I I 1 y °z P O 46 O 0 - 7< n W W ► -i Z) J W J Y O Ir m W z O 6" DRAIN CROSSING AVENUE NE" PORTION OF THE NW 1/4, SW 1/4 OF SECTION 11, TOWNSHIP 23 N, RANGE 5 EAST, W.M. *3 — CONNECTION TO THE DOWNSTREAM DRAINAGE SYSTEM SHALL BE VIA A PERFORATED PIPE CONNECTION, SEE DETAIL SHEET 6, COMPLIANCE WITH THIS REQUIREMENT WILL BE ADDRESSED IN THE DRAINAGE PLAN SUBMITTED FOR THE RESIDENTIAL BUILDING PERMIT DRAINAGE REVIEW WHEN APPLICATION IS MADE FOR A SINGLE FAMILY RESIDENTIAL BUILDING PERMIT FOR EACH LOT NOTE: D.S. - IS THE DOWNSPOUT CONNECTION POINT FOR THE BASEMENT HOUSES j 10' PRIVATE 'RT. 11 U p per. �r 111 7 I m n I Nl l m m III om DRAINAGE EASEMENT IE= 45b.8 ?, 1Y4 �sl I ROCKERY DRAIN I ii LI I I mm ,I'II A I,r446.� I AVENUE NE" PORTION OF THE NW 1/4, SW 1/4 OF SECTION 11, TOWNSHIP 23 N, RANGE 5 EAST, W.M. *3 — CONNECTION TO THE DOWNSTREAM DRAINAGE SYSTEM SHALL BE VIA A PERFORATED PIPE CONNECTION, SEE DETAIL SHEET 6, COMPLIANCE WITH THIS REQUIREMENT WILL BE ADDRESSED IN THE DRAINAGE PLAN SUBMITTED FOR THE RESIDENTIAL BUILDING PERMIT DRAINAGE REVIEW WHEN APPLICATION IS MADE FOR A SINGLE FAMILY RESIDENTIAL BUILDING PERMIT FOR EACH LOT NOTE: D.S. - IS THE DOWNSPOUT CONNECTION POINT FOR THE BASEMENT HOUSES j 10' PRIVATE 'RT. 11 U p per. �r 111 7 I m n I Nl l m m III om DRAINAGE EASEMENT IE= 45b.8 ?, 1Y4 3 -a ROCKERY DRAIN air I4f_�}2 -o SLEEVE TYP. CONNECTION I mm ,I'II A I,r446.� I I II yol �pS t f 4f r 432.93 III z� l l I p/2 III I( - L= 39.93' IE =4330 p IE 4360 m IE 4400 I 437.65 F woox¢ F 0 PFO�3 (NE 6th) 441,82 {S O Q/2 439.67 L= 38.61' w�a 30 +34.01, 13' gOP 06Z�G (FILEDS) - 3.1 +50a 40 +36.18, 20 ' CB#5 E- IE= 424.50 R= 25.00' ) ( ) RIM =449:'1+4 ( I © 454.97 IB-- 403:64, 1 I n_. :� P 31+o) ( wSLF 112:,% �12 P, T OS =I.00R MIN --V (PRIVATE) I IE=431 I I' STA 31 +50.0. R M' 4H-14 4 a IE=404at4, 121 i_vRv IE =4*"*, 6L V O� I;0] "$ 6" DOWNSPOUT LINE PVC 3032 ®5 =2.00% MIN PRIVATE IE-4430 IE=446.5 m m o Pa, _69C.5 - °o �O n O•( N 41 < V0l '71 a6 BOA it V m II mil S.) 442.02 _V I �a3•� � � O m O� 25LF. 0.12" N -12 33 +00 1Tro m5 =1.00R I I Ve `IE= 451.0.' STA 32 +95.0 12.4 'RT. 11 U p per. �r 111 7 I m n I Nl l m m III om CB #B, TYPE -1 RIM - 458:97 4S7)} IE= 45b.8 ?, 1Y4 3 -a 0 O air IE= 46417, 6° 4 .2) V I mm ,I'II A DATA I II yol �pS t (NE 6th) 432.93 III z� l l I p/2 III I( - L= 39.93' U) III ! Id IE= 162.2 , 1 IE= 46277Y, 1 14 \l SHEET 6 L IT Dt� NE C: y LEFT 'z f %4 i[iji:11 (1) THE RESTRICTED FOOTPRINT FLOW CONTROL BMP HAS BEEN UTIUZED FOR THIS PLAT AND FUTURE SHORT PLAT. ALL LOTS SHALL BE RESTRICTED TO 2,600 SO. FEET OF IMPERVIOUS AREA. ALL LOTS ARE SUBJECT TO THE CONDITIONS SPECIFIED IN THE RECORDED DECLARATION OF COVENANT FOR IMPERVIOUS SURFACE LIMIT FLOW CONTROL BMP. (2) SINGLE FAMILY RESIDENCES AND OTHER IMPROVEMENTS CONSTRUCTED ON LOTS CREATED BY THIS SUBDIVISION MUST IMPLEMENT FLOW CONTROL BMP'S, UNLESS CONSTRUCTED AS PART OF THIS SUBDIVISION. COMPUANCE WITH THIS REQUIREMENT WILL BE ADDRESSED IN THE DRAINAGE PLAN SUBMITTED FOR RESIDENTIAL BUILDING PERMIT DRAINAGE REVIEW WHEN APPUCATION IS MADE FOR A SINGLE FAMILY RESIDENTIAL BUILDING PERMIT FOR EACH LOT. (3) FLOW CONTROL BMP'S CONSTRUCTED ON EACH LOT SHALL BE OPERATED, MAINTAINED AND KEPT IN GOOD REPAIR BY EACH LOT OWNER. SOLID CEDAR FENCE 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 TD 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 YDU DIG, 1- 800 - 424 -5555 NOTE: ALL TRENCH RESTORATION SHALL BE PER THE CURRENT CITY OF RENTON TRENCH RESTORATION AND STREET OVERLAY DETAIL. PER SECTION 7 REQUIREMENT FOR PATCHING, OVERLAY, AND TRENCH WIDTHS, 1. TRENCHES (ROAD CROSSINGS) J. IF THE OUTSIDE OF THE TRENCHING IS WITHIN THREE FEET (3') OF ANY ADJACENT LANE LINE, THE ENTIRE ADJACENT TRAVELED LANE AFFECTED SHALL BE GROUNDED AND 2" OVERLAY. I 459 .7101. 1,460.14 - .- O I N 5 Ii mm l INSTALL SIGN Y ,2 N 'V t ti O O VOA VOA II tim i NO PARKING PER I! Ai DETAIL SHEET 6 fir L'e6' STA. 43 +36 CENTER 20 DRIVEWAY APRON WNSPOUT UNE ��I PRIVATE) CAP E _ + 457.00 {' INSTALL SIGN ... 9 12 N -12 �5- ir3576 ,,4, SI 125LF 12"N7f 2 63R_ t 'FUTURE STREET" 41 +00 N00'09'48 "E 42 +00 � 43 +00 _ STA 43 +47.0 11-1 43°` . LJi y " t �I END PAVEMENT yNSTAtL"SIGN- INSTALL SIGNS 4 STA 43 +48.95 INSTALL PUBUC STREET SIGNS NO PARKING PER 4 . _ 0 R(RKING PER o PLAT BOUNDARY "NE 6th STREET" DETAIL SHEET 6 - DF,TAIL EET 6 V JCRAH9M- _AVENUE_NE.. INSTAL FENCE ALONG PROPERLY UNE CBj/10� TYPE � L 6' CEDAR 119.42'LT. GRAPHICSCALE \INT'X E4E 6th 5T. GRAHAM AVE NE RIM=468. 4h7•IQ' STA =23 +35.69 (NE 6th) = d" 7g STA =40 +00 (GRAHAM) E =4bFP , 6 "454 27 0 20 40 80 r DRIVEWAY TYPE btu �L 1b7'sU°;955 ;' 4' SOLID CEDAR FENCE I 1 Inch = 40 teei a6 ;(� -33 'Trod CCU R- 339/05 CURB RETURN DATA wu W Fl- CURB # STATION, OFFSET ELEV. DATA 25 +91.59, 12' RT. (NE 6th) 432.93 R= 25.00' 1O p/2 r 435.27 L= 39.93' U) 30 +37.78, 13' LT. (FIELDS) 437.65 DELTA = 91'30'43" woox¢ 25 +15.51, 10' RT. (NE 6th) 441,82 R= 25.00' O Q/2 439.67 L= 38.61' w�a 30 +34.01, 13' RT. (FILEDS) 437.59 DELTA = 88'29'15" 40 +36.18, 20 ' 456.32 R= 25.00' O3 A/2 454.97 L= 39.92' 23 +81.66, 10 R. 453.62 DELTA= 91'29'25" 40 +35.50, 0' NT. (GRAHAM) 456.72 R= 25.00' ® A/2 457.13 L= 41.48' 23 +07.61, 10 RT. (NE 6th) 457.54 DELTA= 95'04'26" IE= 162.2 , 1 IE= 46277Y, 1 14 \l SHEET 6 L IT Dt� NE C: y LEFT 'z f %4 i[iji:11 (1) THE RESTRICTED FOOTPRINT FLOW CONTROL BMP HAS BEEN UTIUZED FOR THIS PLAT AND FUTURE SHORT PLAT. ALL LOTS SHALL BE RESTRICTED TO 2,600 SO. FEET OF IMPERVIOUS AREA. ALL LOTS ARE SUBJECT TO THE CONDITIONS SPECIFIED IN THE RECORDED DECLARATION OF COVENANT FOR IMPERVIOUS SURFACE LIMIT FLOW CONTROL BMP. (2) SINGLE FAMILY RESIDENCES AND OTHER IMPROVEMENTS CONSTRUCTED ON LOTS CREATED BY THIS SUBDIVISION MUST IMPLEMENT FLOW CONTROL BMP'S, UNLESS CONSTRUCTED AS PART OF THIS SUBDIVISION. COMPUANCE WITH THIS REQUIREMENT WILL BE ADDRESSED IN THE DRAINAGE PLAN SUBMITTED FOR RESIDENTIAL BUILDING PERMIT DRAINAGE REVIEW WHEN APPUCATION IS MADE FOR A SINGLE FAMILY RESIDENTIAL BUILDING PERMIT FOR EACH LOT. (3) FLOW CONTROL BMP'S CONSTRUCTED ON EACH LOT SHALL BE OPERATED, MAINTAINED AND KEPT IN GOOD REPAIR BY EACH LOT OWNER. SOLID CEDAR FENCE 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 TD 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 YDU DIG, 1- 800 - 424 -5555 NOTE: ALL TRENCH RESTORATION SHALL BE PER THE CURRENT CITY OF RENTON TRENCH RESTORATION AND STREET OVERLAY DETAIL. PER SECTION 7 REQUIREMENT FOR PATCHING, OVERLAY, AND TRENCH WIDTHS, 1. TRENCHES (ROAD CROSSINGS) J. IF THE OUTSIDE OF THE TRENCHING IS WITHIN THREE FEET (3') OF ANY ADJACENT LANE LINE, THE ENTIRE ADJACENT TRAVELED LANE AFFECTED SHALL BE GROUNDED AND 2" OVERLAY. I 459 .7101. 1,460.14 - .- O I N 5 Ii mm l INSTALL SIGN Y ,2 N 'V t ti O O VOA VOA II tim i NO PARKING PER I! Ai DETAIL SHEET 6 fir L'e6' STA. 43 +36 CENTER 20 DRIVEWAY APRON WNSPOUT UNE ��I PRIVATE) CAP E _ + 457.00 {' INSTALL SIGN ... 9 12 N -12 �5- ir3576 ,,4, SI 125LF 12"N7f 2 63R_ t 'FUTURE STREET" 41 +00 N00'09'48 "E 42 +00 � 43 +00 _ STA 43 +47.0 11-1 43°` . LJi y " t �I END PAVEMENT yNSTAtL"SIGN- INSTALL SIGNS 4 STA 43 +48.95 INSTALL PUBUC STREET SIGNS NO PARKING PER 4 . _ 0 R(RKING PER o PLAT BOUNDARY "NE 6th STREET" DETAIL SHEET 6 - DF,TAIL EET 6 V JCRAH9M- _AVENUE_NE.. INSTAL FENCE ALONG PROPERLY UNE CBj/10� TYPE � L 6' CEDAR 119.42'LT. GRAPHICSCALE \INT'X E4E 6th 5T. GRAHAM AVE NE RIM=468. 4h7•IQ' STA =23 +35.69 (NE 6th) = d" 7g STA =40 +00 (GRAHAM) E =4bFP , 6 "454 27 0 20 40 80 r DRIVEWAY TYPE btu �L 1b7'sU°;955 ;' 4' SOLID CEDAR FENCE I 1 Inch = 40 teei a6 ;(� -33 'Trod CCU R- 339/05 03/12/2012 mnmuc onnwc xa a¢n 5 M 9 R ❑ADS 1 y odm K ro q 0 0 � r m ,w 1�1 wu W WQ� (x��O F- ~ Lin r N N U) 'v W Q x3 j z° woox¢ � F F u w�a O 03/12/2012 mnmuc onnwc xa a¢n 5 M 9 R ❑ADS 1 y odm K ro q 0 0 � r m ,w cv) I VAULT 07 r DETENTION REQUIRED= 29,756 CU. FEET �p WATER QUALITY REQUIRED =7,484 CU. FEET O Q DETENTION PROVIDED: J (434.50- 426.00) *47 *76 = 30;362 CU. FEET ?jj ZS4 Ff3 WATER QUALITY PROVIDED: (426.00- 421.50) *24 *76 = 8`268 -CU. FEET TF -j N NE INSIDE CORNER STA. 25 +79.72, 85.4' LT. SEE S SHEET 5 v S � Y � ' 0 ' IE =424.0 0 m . NW INSIDE CORNER 6 i z S STA. 26 +55.72, 83.9'3�LT. J 24 "0 ACCESS MANHOLEV ;. W W/ SOLID LOCKING LID O I I JK FENCE WAN 6" CURB ALONG WEST & SOUTH EDGE AS SHOWN I I A '. 60LF` 12` N 12 @S= 8.67%', 77_ -- X22 / I 5' ASPHALT RAMP FROM W EX. EDGE OF PAVEMENT W TO NEW SIDEWALK 7 +00 W W cn INT'X NE 6th STREET /BOUNDARY/ I STA. =26 +63.65 / CENTERLINE STATIONING USING D.R. STRONG PLANS FOR HONEYBROOKE WEST PLAN SHEET #3300 STEPS TYP. -. 24 0 ACCES MANHOLE 4 LOCATIONS W/ SOLID LOC`Kj!NG LID RIM = 440.2 - 6' X 12' REMOVABLE GALVANIZED STEEL GRATE 4'X6' OPENING ' _ RIM= 439.00 BETWEEN CELLS MID—VAULT�r - REMOVABLE BOLLARDS ' 12" WIDE X 6" DEEP GRAVEL 6" BAFFLE - ACCESS ROAD i. �7 _ z y 24 0 ACCESS MANHOLE W/ SOLIDI LOCKING LID I RIM -438 0 O � '�- -� SE INSIDE CORN�,� -2j,.0 � ;0 ' STA.. 25 +78.80, 37.4' ._. LT`— _ IE -421.7 '7 q I OVERFLOW = 434-5 43A -4q -6''` FENCE WAN GF 6" CURB ALONG WEST & SOUTH EDGE w _j J 6' X 12' REMOVABLE GRATE, RAISED ON CURB ELEV. =439.0 �I a 4" ELBOW 3 - -- CEILING =435.0 4.5 z Of P* WITH 1 -3 8 ORIFICE O 4" ELBOW ELEV= 431.fi6S% z WQ CELL #1 ; w W I Z W Q I U7 0 _J W W I SEE ISHEET 5 6" VAULT BRAIN (PERF) @S= 1.00 %' MIN. (TYP.) it +2611.1. x 29 - 33.80 - t ,''t !PIE j` IVE 6th,` STREET ; fOlt Cr 'As* 6y liot 2 0 ^ `i A. 26 +58.65, 13' LT. CB 2, TYPE 1 T RIM = 424.70 IE= 420.20, 12" x _ IE= 420.70, 6 "(VAULT DRAIN) NO. I REVISION a, N WITH 1-3/8 0 ORIFICE Lu 23' (2,484 CU.FT. FLOW CONTROL STRUCTURE o a PER CITY DETAIL #13029 428.0 �I n uj 4Z6•o2 c REMOVABLE BAFFLE WQ DESIGN =426 a BOTTOM RISER ELEV = 424:60 w m 424.0 STEPSi WITH 3/4"0 ORIFICE ¢ 0 O `FE =420.63 SEDIMENT =421.5 __ " > FE= 421.0- CROSS SECTION SOUTH WALL_ ELEV. =439.0 DIRT GRADE 438 0 i DETENTION 43#-5 CEILING =435.0 A� •4 E= 433.011 INSIDE =24.0' 4'X6' OPENING REMOVABLE BAFFLE BETWEEN CELLS MID -VAULT 4XA2 - -WQ DESIGN= 42e. -D FE =425.5 `-FRO42M CB 13 FE- 0.82 O S /� G INSTALL STEPS AT ACCESS MANHOLE P. 4 LOCATIONS 6" DRAIN(TYP.) QI� I FE= FINISH FLOOR ELEV (TYP) a o F- I 6" ROCKERY /D.S. /FOOTING DRAIN LOTS 10 — 14 6" DRAIN(TYP.) INSIDE =48.0' CROSS SECTION MID —VAULT SOUTH WALL A5•aW6T I r W/ WASHER & NUT I 1. I ..,4'✓7.54 �.. 1 2" BOLT ? I 3 W/ WASHER & NUT ALL CONNECTIONS AND BOTLS j a TO BE GALVA D T > y 4 "X6" TREATED 339110 I Iw TIMBER BAFFLE � 3 "X3" ANGLE IRON TYPICAL - -- BAFFLE CONNECTION DETAIL CHECKED FOR COMPLIANCE �� N.T.S. I I ' I _X \1 x TO CITY STANDARDS Date Detx _ Date — SCALE: TRACT A TO BE OWNED 8c 1"=10' HOR. MAINTAINED BY _ I V __ ...._ ._ 1 " =5' VERT. CITY 0r- 1?-WI-DNS �uRVErED SCALE , w vea ,eo, � mrcu ww p C. ,� CITY OF HONEYBROOK CIRCLE ,rormoxrw D.L. oFFE, P.E. JAYMARC at HONEYBROOK, LLC RENTON D.L. OFFE, P.E. a,s ww DATUM COVER SHEET Planning /Building /Public Works Dept. r xm a¢xx BY DATE APPR �I�; R- 33�1io C�', P�33q/o7 1# I-=-I w¢o C a a �J P61 Z �w O cam O F 7 C �zNW ZW�WQ x3z° w zx� W00P. w�W 0 " O 03/12/2012 000011 1 o j...l � C �g L � w m w �7 _ z y 24 0 ACCESS MANHOLE W/ SOLIDI LOCKING LID I RIM -438 0 O � '�- -� SE INSIDE CORN�,� -2j,.0 � ;0 ' STA.. 25 +78.80, 37.4' ._. LT`— _ IE -421.7 '7 q I OVERFLOW = 434-5 43A -4q -6''` FENCE WAN GF 6" CURB ALONG WEST & SOUTH EDGE w _j J 6' X 12' REMOVABLE GRATE, RAISED ON CURB ELEV. =439.0 �I a 4" ELBOW 3 - -- CEILING =435.0 4.5 z Of P* WITH 1 -3 8 ORIFICE O 4" ELBOW ELEV= 431.fi6S% z WQ CELL #1 ; w W I Z W Q I U7 0 _J W W I SEE ISHEET 5 6" VAULT BRAIN (PERF) @S= 1.00 %' MIN. (TYP.) it +2611.1. x 29 - 33.80 - t ,''t !PIE j` IVE 6th,` STREET ; fOlt Cr 'As* 6y liot 2 0 ^ `i A. 26 +58.65, 13' LT. CB 2, TYPE 1 T RIM = 424.70 IE= 420.20, 12" x _ IE= 420.70, 6 "(VAULT DRAIN) NO. I REVISION a, N WITH 1-3/8 0 ORIFICE Lu 23' (2,484 CU.FT. FLOW CONTROL STRUCTURE o a PER CITY DETAIL #13029 428.0 �I n uj 4Z6•o2 c REMOVABLE BAFFLE WQ DESIGN =426 a BOTTOM RISER ELEV = 424:60 w m 424.0 STEPSi WITH 3/4"0 ORIFICE ¢ 0 O `FE =420.63 SEDIMENT =421.5 __ " > FE= 421.0- CROSS SECTION SOUTH WALL_ ELEV. =439.0 DIRT GRADE 438 0 i DETENTION 43#-5 CEILING =435.0 A� •4 E= 433.011 INSIDE =24.0' 4'X6' OPENING REMOVABLE BAFFLE BETWEEN CELLS MID -VAULT 4XA2 - -WQ DESIGN= 42e. -D FE =425.5 `-FRO42M CB 13 FE- 0.82 O S /� G INSTALL STEPS AT ACCESS MANHOLE P. 4 LOCATIONS 6" DRAIN(TYP.) QI� I FE= FINISH FLOOR ELEV (TYP) a o F- I 6" ROCKERY /D.S. /FOOTING DRAIN LOTS 10 — 14 6" DRAIN(TYP.) INSIDE =48.0' CROSS SECTION MID —VAULT SOUTH WALL A5•aW6T I r W/ WASHER & NUT I 1. I ..,4'✓7.54 �.. 1 2" BOLT ? I 3 W/ WASHER & NUT ALL CONNECTIONS AND BOTLS j a TO BE GALVA D T > y 4 "X6" TREATED 339110 I Iw TIMBER BAFFLE � 3 "X3" ANGLE IRON TYPICAL - -- BAFFLE CONNECTION DETAIL CHECKED FOR COMPLIANCE �� N.T.S. I I ' I _X \1 x TO CITY STANDARDS Date Detx _ Date — SCALE: TRACT A TO BE OWNED 8c 1"=10' HOR. MAINTAINED BY _ I V __ ...._ ._ 1 " =5' VERT. CITY 0r- 1?-WI-DNS �uRVErED SCALE , w vea ,eo, � mrcu ww p C. ,� CITY OF HONEYBROOK CIRCLE ,rormoxrw D.L. oFFE, P.E. JAYMARC at HONEYBROOK, LLC RENTON D.L. OFFE, P.E. a,s ww DATUM COVER SHEET Planning /Building /Public Works Dept. r xm a¢xx BY DATE APPR �I�; R- 33�1io C�', P�33q/o7 1# I-=-I w¢o C a a �J P61 Z �w O cam O F 7 C �zNW ZW�WQ x3z° w zx� W00P. w�W 0 " O 03/12/2012 000011 1 o j...l � C �g L � w m w q I OVERFLOW = 434-5 43A -4q -6''` FENCE WAN GF 6" CURB ALONG WEST & SOUTH EDGE w _j J 6' X 12' REMOVABLE GRATE, RAISED ON CURB ELEV. =439.0 �I a 4" ELBOW 3 - -- CEILING =435.0 4.5 z Of P* WITH 1 -3 8 ORIFICE O 4" ELBOW ELEV= 431.fi6S% z WQ CELL #1 ; w W I Z W Q I U7 0 _J W W I SEE ISHEET 5 6" VAULT BRAIN (PERF) @S= 1.00 %' MIN. (TYP.) it +2611.1. x 29 - 33.80 - t ,''t !PIE j` IVE 6th,` STREET ; fOlt Cr 'As* 6y liot 2 0 ^ `i A. 26 +58.65, 13' LT. CB 2, TYPE 1 T RIM = 424.70 IE= 420.20, 12" x _ IE= 420.70, 6 "(VAULT DRAIN) NO. I REVISION a, N WITH 1-3/8 0 ORIFICE Lu 23' (2,484 CU.FT. FLOW CONTROL STRUCTURE o a PER CITY DETAIL #13029 428.0 �I n uj 4Z6•o2 c REMOVABLE BAFFLE WQ DESIGN =426 a BOTTOM RISER ELEV = 424:60 w m 424.0 STEPSi WITH 3/4"0 ORIFICE ¢ 0 O `FE =420.63 SEDIMENT =421.5 __ " > FE= 421.0- CROSS SECTION SOUTH WALL_ ELEV. =439.0 DIRT GRADE 438 0 i DETENTION 43#-5 CEILING =435.0 A� •4 E= 433.011 INSIDE =24.0' 4'X6' OPENING REMOVABLE BAFFLE BETWEEN CELLS MID -VAULT 4XA2 - -WQ DESIGN= 42e. -D FE =425.5 `-FRO42M CB 13 FE- 0.82 O S /� G INSTALL STEPS AT ACCESS MANHOLE P. 4 LOCATIONS 6" DRAIN(TYP.) QI� I FE= FINISH FLOOR ELEV (TYP) a o F- I 6" ROCKERY /D.S. /FOOTING DRAIN LOTS 10 — 14 6" DRAIN(TYP.) INSIDE =48.0' CROSS SECTION MID —VAULT SOUTH WALL A5•aW6T I r W/ WASHER & NUT I 1. I ..,4'✓7.54 �.. 1 2" BOLT ? I 3 W/ WASHER & NUT ALL CONNECTIONS AND BOTLS j a TO BE GALVA D T > y 4 "X6" TREATED 339110 I Iw TIMBER BAFFLE � 3 "X3" ANGLE IRON TYPICAL - -- BAFFLE CONNECTION DETAIL CHECKED FOR COMPLIANCE �� N.T.S. I I ' I _X \1 x TO CITY STANDARDS Date Detx _ Date — SCALE: TRACT A TO BE OWNED 8c 1"=10' HOR. MAINTAINED BY _ I V __ ...._ ._ 1 " =5' VERT. CITY 0r- 1?-WI-DNS �uRVErED SCALE , w vea ,eo, � mrcu ww p C. ,� CITY OF HONEYBROOK CIRCLE ,rormoxrw D.L. oFFE, P.E. JAYMARC at HONEYBROOK, LLC RENTON D.L. OFFE, P.E. a,s ww DATUM COVER SHEET Planning /Building /Public Works Dept. r xm a¢xx BY DATE APPR �I�; R- 33�1io C�', P�33q/o7 1# I-=-I w¢o C a a �J P61 Z �w O cam O F 7 C �zNW ZW�WQ x3z° w zx� W00P. w�W 0 " O 03/12/2012 000011 1 o j...l � C �g L � w m w W I Z W Q I U7 0 _J W W I SEE ISHEET 5 6" VAULT BRAIN (PERF) @S= 1.00 %' MIN. (TYP.) it +2611.1. x 29 - 33.80 - t ,''t !PIE j` IVE 6th,` STREET ; fOlt Cr 'As* 6y liot 2 0 ^ `i A. 26 +58.65, 13' LT. CB 2, TYPE 1 T RIM = 424.70 IE= 420.20, 12" x _ IE= 420.70, 6 "(VAULT DRAIN) NO. I REVISION a, N WITH 1-3/8 0 ORIFICE Lu 23' (2,484 CU.FT. FLOW CONTROL STRUCTURE o a PER CITY DETAIL #13029 428.0 �I n uj 4Z6•o2 c REMOVABLE BAFFLE WQ DESIGN =426 a BOTTOM RISER ELEV = 424:60 w m 424.0 STEPSi WITH 3/4"0 ORIFICE ¢ 0 O `FE =420.63 SEDIMENT =421.5 __ " > FE= 421.0- CROSS SECTION SOUTH WALL_ ELEV. =439.0 DIRT GRADE 438 0 i DETENTION 43#-5 CEILING =435.0 A� •4 E= 433.011 INSIDE =24.0' 4'X6' OPENING REMOVABLE BAFFLE BETWEEN CELLS MID -VAULT 4XA2 - -WQ DESIGN= 42e. -D FE =425.5 `-FRO42M CB 13 FE- 0.82 O S /� G INSTALL STEPS AT ACCESS MANHOLE P. 4 LOCATIONS 6" DRAIN(TYP.) QI� I FE= FINISH FLOOR ELEV (TYP) a o F- I 6" ROCKERY /D.S. /FOOTING DRAIN LOTS 10 — 14 6" DRAIN(TYP.) INSIDE =48.0' CROSS SECTION MID —VAULT SOUTH WALL A5•aW6T I r W/ WASHER & NUT I 1. I ..,4'✓7.54 �.. 1 2" BOLT ? I 3 W/ WASHER & NUT ALL CONNECTIONS AND BOTLS j a TO BE GALVA D T > y 4 "X6" TREATED 339110 I Iw TIMBER BAFFLE � 3 "X3" ANGLE IRON TYPICAL - -- BAFFLE CONNECTION DETAIL CHECKED FOR COMPLIANCE �� N.T.S. I I ' I _X \1 x TO CITY STANDARDS Date Detx _ Date — SCALE: TRACT A TO BE OWNED 8c 1"=10' HOR. MAINTAINED BY _ I V __ ...._ ._ 1 " =5' VERT. CITY 0r- 1?-WI-DNS �uRVErED SCALE , w vea ,eo, � mrcu ww p C. ,� CITY OF HONEYBROOK CIRCLE ,rormoxrw D.L. oFFE, P.E. JAYMARC at HONEYBROOK, LLC RENTON D.L. OFFE, P.E. a,s ww DATUM COVER SHEET Planning /Building /Public Works Dept. r xm a¢xx BY DATE APPR �I�; R- 33�1io C�', P�33q/o7 1# I-=-I w¢o C a a �J P61 Z �w O cam O F 7 C �zNW ZW�WQ x3z° w zx� W00P. w�W 0 " O 03/12/2012 000011 1 o j...l � C �g L � w m w CROSS SECTION SOUTH WALL_ ELEV. =439.0 DIRT GRADE 438 0 i DETENTION 43#-5 CEILING =435.0 A� •4 E= 433.011 INSIDE =24.0' 4'X6' OPENING REMOVABLE BAFFLE BETWEEN CELLS MID -VAULT 4XA2 - -WQ DESIGN= 42e. -D FE =425.5 `-FRO42M CB 13 FE- 0.82 O S /� G INSTALL STEPS AT ACCESS MANHOLE P. 4 LOCATIONS 6" DRAIN(TYP.) QI� I FE= FINISH FLOOR ELEV (TYP) a o F- I 6" ROCKERY /D.S. /FOOTING DRAIN LOTS 10 — 14 6" DRAIN(TYP.) INSIDE =48.0' CROSS SECTION MID —VAULT SOUTH WALL A5•aW6T I r W/ WASHER & NUT I 1. I ..,4'✓7.54 �.. 1 2" BOLT ? I 3 W/ WASHER & NUT ALL CONNECTIONS AND BOTLS j a TO BE GALVA D T > y 4 "X6" TREATED 339110 I Iw TIMBER BAFFLE � 3 "X3" ANGLE IRON TYPICAL - -- BAFFLE CONNECTION DETAIL CHECKED FOR COMPLIANCE �� N.T.S. I I ' I _X \1 x TO CITY STANDARDS Date Detx _ Date — SCALE: TRACT A TO BE OWNED 8c 1"=10' HOR. MAINTAINED BY _ I V __ ...._ ._ 1 " =5' VERT. CITY 0r- 1?-WI-DNS �uRVErED SCALE , w vea ,eo, � mrcu ww p C. ,� CITY OF HONEYBROOK CIRCLE ,rormoxrw D.L. oFFE, P.E. JAYMARC at HONEYBROOK, LLC RENTON D.L. OFFE, P.E. a,s ww DATUM COVER SHEET Planning /Building /Public Works Dept. r xm a¢xx BY DATE APPR �I�; R- 33�1io C�', P�33q/o7 1# I-=-I w¢o C a a �J P61 Z �w O cam O F 7 C �zNW ZW�WQ x3z° w zx� W00P. w�W 0 " O 03/12/2012 000011 1 o j...l � C �g L � w m w 03/12/2012 000011 1 o j...l � C �g L � w m w Cf) T CO O D J W I 't. X N_ E ,_, S.A 26+ 6 U SM. 26 +570 12• R CB2A, Mg IW N U RIM = 424.55 (I IE= 420.17, 12-(E) Y IE 420.12, O IE= 420.12 12-(W) w l h W NST R 11 NE 6ih S W z O r I PORTION OF THE NW 1/4, SW 1/4 OF SECTION 11, TOWNSHIP 23 N, RANGE 5 EAST, W.M. NNE: C I ON Ti1 "'':I 7CAVNi ,R j #,V DRAM: i 'I': ` ST I `0A k 'i Pf 'PE t t lY 1( - OiV y CO 1 k:. rl1 1 ihil> '�)ti,,- -viENT K DR, NAGS PI_ i N ,HMM I1 0 FOR Ti1C 6' i- K'TGi( e�U �i ! ti FEV`11- DRA Jt E zz lFxr `A. F_NI nrr' T ;j J `3= k JN ,T Sit ,tAf LY RES. NTIAL Ft nii,.c P Rmi !Cl fin a G °z I Z' IE= 431.62, 12° N IE= 431.52, 12" S C: D.S. - 14 ME io':a: 4 'Jt;T CONNEC71KY, -INT FCR Tilt" HAS€ MEN: i L L -_ 260LF 12 N 12 ®6 5.53% ' s :zooa MN Vnrr.' l, t AG =1_ s6 J > PAr ngr,'l (I sti z , V w l h 460: ...__.... _..........._._........................... C0115' *? 1 a r,ta n,1 ( ( 1 € of 455: i r 36� :. t n JA # v zl N U l / 440' (N iC iW4S U" UNE T12— i 4 � SEE R G I~T �j. (I h V w l h 460: ...__.... _..........._._........................... P 4 s 455: ................ :. t n JA # v zl N U l / 440' (N 17 (F ... ... ..i cW aso: p:. A olc< X436.0 t GRADE . ...... 44. 5.. z ._....... ....- :rx n...... C 9 a � Y J 460: . . " '. _ ...... ....... ...... '........ .................................................... 435 .. 440... ......... ......... :...�... f I� 435 " "AUL OVER 4.49 1 ___ 77-- �l L �t it ,i :: r 430 f" .: erh Timm NN 425; ......... ........ ..... 0ciL i! I. 3-1 00 CB RIM = 424.55: N, 420 IE= 420.17, 12'(E) ............... ......IE= 420:12:..1.2-((. Pl ))............................ . C6 4 IE= 420.12, 12' W .. ... ....... ..... ............ ....... 0a �j. IE 44600. 12' r � i- S Al n o � n N3 II �° I ll t c" ts'ra N j'N—mL S GRAPHIC SCALE 0 20 40 80 1 inch = 40 feel (I S C l h P 4 s � t _ JA # N I l / 440' (N 17 (F ... ... ..i 5'553 .... ........... IE 44600. 12' r � i- S Al n o � n N3 II �° I ll t c" ts'ra N j'N—mL S GRAPHIC SCALE 0 20 40 80 1 inch = 40 feel 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 R -3391 AS -BUNT HONEYBROOK CIRCLE JAYMARC at HONEYBROOK, LLC WEST BYPASS REVISION DATE 09/17/2012 �r • VNJ 11 ri Z z "o w�zxa 4-I %m O O 09/10/2012 mrwc xa sea 10 a: (I S C l h P 4 s y, N I l / 440' .. ... ... ... ..i 5'553 .... ........... A X436.0 t 460: 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 R -3391 AS -BUNT HONEYBROOK CIRCLE JAYMARC at HONEYBROOK, LLC WEST BYPASS REVISION DATE 09/17/2012 �r • VNJ 11 ri Z z "o w�zxa 4-I %m O O 09/10/2012 mrwc xa sea 10 a: l P 'i I l / 440' .. ... ... ... ..i 5'553 .... ........... X436.0 . . " '. _ ...... ....... ...... '........ .................................................... 435 I� ,i :: r f" .: erh Timm NN 0ciL i! I. f '1.......i�h N, : :. . C6 4 ...... .. ... ....... ..... ............ ....... 0a Ilaa Nur:_ y 3 II II pww SURVEYED SCALE �mrx: ruw vv CITY OF I D OFFE, P.E. R E N TO N ......:......................:.............. ........:...................... .L OFFE, P.E. a¢ wul DATUM • *� I Planning /Building /Public Works Dept. NO. REVISION BY DATE APPR .. "`icmR y 061' R- 337/ // 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 R -3391 AS -BUNT HONEYBROOK CIRCLE JAYMARC at HONEYBROOK, LLC WEST BYPASS REVISION DATE 09/17/2012 �r • VNJ 11 ri Z z "o w�zxa 4-I %m O O 09/10/2012 mrwc xa sea 10 a: cy) 1:6 C) 0 cr- 0 Y 0 0 cc w z 0 M IE=410.82, 1 IE=407.88, 1 100LF., 12- 12:�N ) 2 S IE=442200:121 2" ': 1 12 �E E N� IE=420.12, 12" W 12�WE) 2" SAW cj�, -- -j- -N E 6t h- - 0,:� EP USING DJ,, SIRONG "LAKS FO'4 I,QN, EfE1,00,KF VJ� S�Iu CURB RETURN DATA LLJ 4' GREEN VINYL n FL 0 CURB # STATION, OFFSET ELEV. DATA ......... . JE 25+91�05s 112 RT' (NE 6th) 432.92 R=25.00- * /2 435.29 L=39.93' 30 +38.01, 3� LT. (FIELDS) 437.66 DELTA=91*30'30" 25 +15.51, 10' R T E 6th) 441.82 R=25.00' * A r- 439.27 L=38.61, 30 at 13� RT. (FIELDS) 437.59 DELTA=88'29'1 5" IS/20 LT,. (GRAHAM) 456.03 R=25.00- * :30+31 2 454.132 L=39.92' '81�66. lo� RT (NE 6th) 453.62 DELTA=91'29'25' 40+24.92, 0- RT. (GRAHAM) 456.35 R=15.00' A/2 : 456.74 L=23.96' 23+20.08, 10 RT. (NE 6th) 457.12 DELTA=91*30'13" 100LF., 12- 12:�N ) 2 S IE=442200:121 2" ': 1 12 �E E N� IE=420.12, 12" W 12�WE) 2" SAW cj�, -- -j- -N E 6t h- - 0,:� EP USING DJ,, SIRONG "LAKS FO'4 I,QN, EfE1,00,KF VJ� S�Iu )1 437 23, i NE Ath ST 4 g m 12" N-12 Z, 1p,-`i <F WES, J. It' S=2.10% ..0 12' RT f I w NE GRATE C6114ME-1 RIM=438.57 12- E-435.12, 12-(E) .�N� 12 W K 11=435.12, 12" NW ) 6-(VAULT DRAIN) NE 5th STREET 12:�N 12 S� 6- 12: 12 WN� 6- D GRATE LLJ 4' GREEN VINYL n x 0 I OATED CHAIN LINK < CB 4, TYPE-1 tl ......... . JE FENCE, INSTALL AT RIM-437.75 0 VAULT CURB 12" IE-432.68. E=434.83. 6* 1 R IF 96119 )1 437 23, i NE Ath ST 4 g m 12" N-12 Z, 1p,-`i <F WES, J. It' S=2.10% ..0 12' RT f I w NE GRATE C6114ME-1 RIM=438.57 12- E-435.12, 12-(E) .�N� 12 W K 11=435.12, 12" NW ) 6-(VAULT DRAIN) NE 5th STREET 12:�N 12 S� 6- 12: 12 WN� 6- D GRATE 4' GREEN VINYL n x I OATED CHAIN LINK u CB 4, TYPE-1 tl ......... . JE FENCE, INSTALL AT RIM-437.75 0 VAULT CURB 12" IE-432.68. E=434.83. 6* 1 R IF 96119 E ZOLF IZ N 1 Y r- ry II 0 II )1 437 23, i NE Ath ST 4 g m 12" N-12 Z, 1p,-`i <F WES, J. It' S=2.10% ..0 12' RT f I w NE GRATE C6114ME-1 RIM=438.57 12- E-435.12, 12-(E) .�N� 12 W K 11=435.12, 12" NW ) 6-(VAULT DRAIN) NE 5th STREET 12:�N 12 S� 6- 12: 12 WN� 6- LQ ......... . JE LLJ ry II 0 II )1 437 23, i NE Ath ST 4 g m 12" N-12 Z, 1p,-`i <F WES, J. It' S=2.10% ..0 12' RT f I w NE GRATE C6114ME-1 RIM=438.57 12- E-435.12, 12-(E) .�N� 12 W K 11=435.12, 12" NW ) 6-(VAULT DRAIN) NE 5th STREET 12:�N 12 S� 6- 12: 12 WN� 6- R=339112 im SURVEYED � SCALE CITY OF D.L. OFFE, P.E. RENTON D.L. OFFE, P.E. e�acx Planning /Building /Public Works Dept. NO. REVISION BY DATE APPIR AS GRAPHIC SCALE 0 20 40 so I inch = 40 feet BU IT HONEYBROOK CIRCLE JAYMARC at HONEYBROOK, LLC REVISION NE 6th Street DRAINAGE REVISION DATE 9/17/2012 V*# V) � P4 W dow, la� W�g Owl z zNtt 0 d z "IOU PT m 2 0 w [ u 0 109/10/2012 11 0 : 30 :455...... PROFILE AT CENTER ....._..430. ...... ...... .......... . OF NEW SIDEWALK ..... ..... . . ........... ............455. PROFILE AT CENTERL INE OF NE 6TH STREET ....4.25 .. .. . ..... 425 .... 450 ......... ..... . ...... i ........ . ...... .... ..... . - ..... ... 450 PROFILE AT CENTERLINE OF NE 6TH STREET 6" VAULT DRAIN 420 LINE 420 445 0 445 ....... ... .. ..... .... .. .... . .. .. ..... ................ ... ..... ....... . ..................... .. . ... ..... coo It .0�� CB#2A, 415 .. .... . . .. ... ..... ... RIM=424.55 415 440 .......... .. .... ... ... w IE 420:17 12 N 25LF., 12" N :12 W OS=3.92% @S=2.10% 410 CB #2, 4.l q j35 ... . . .... RIM�42&:37 ....... ........ ....... fj 12" N-12:* I% IE=420.35, 12-(;N jobLF.. *E-420.30, 12-(W CB 5RIM=438.57 =420.65, 6"(W DRAIN) 5.12, 1E) IE-4,3 NW) 405i .... ........ ... ... 405 430 .... . .. .... . ....... CE#4 .......... ........... ... .................. ... ... ....... ......... ..... ..... EXISTIN CB CB #1, 13LF.. 12* N-12 RIM-4,37.75 RIM=412.54 E-410.82, 12"(E) RIM=41,3.36 C5=58.87%: IE7432.68, 12- IE-434.83, 6" :E=407.188, 12"(S&NE) E-408.74, iE=408.73, 12:(E) 12( W )) CE#3, RIM=435.89 E N� iE:431 68 4312: 2: 12 29+00 284-00 27+00 24 IE 431.83, 12*�WE, 25+00 24+00 23+00 R=339112 im SURVEYED � SCALE CITY OF D.L. OFFE, P.E. RENTON D.L. OFFE, P.E. e�acx Planning /Building /Public Works Dept. NO. REVISION BY DATE APPIR AS GRAPHIC SCALE 0 20 40 so I inch = 40 feet BU IT HONEYBROOK CIRCLE JAYMARC at HONEYBROOK, LLC REVISION NE 6th Street DRAINAGE REVISION DATE 9/17/2012 V*# V) � P4 W dow, la� W�g Owl z zNtt 0 d z "IOU PT m 2 0 w [ u 0 109/10/2012 11