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HomeMy WebLinkAboutzR-3733 SetIt T Q J 11 F— W O 2 U) W U Q PORTION OF THE SW 1/4, SE 1/4, SECTION 19, TOWNSHIP 23 N., RANGE 5 EAST, W.M., CITY OF RENTON, WASHINGTON LEGAL DESCRIPTION: LOT A. CITY OF RENTON LOT LINE ADJUSTMENT NUMBER LUA -02- 043 -LLA, RECORDED UNDER RECORDING NUMBER 20020709900001. BEING A PORTION OF TRACT 68 AND 69, PLAT NO. 2 OF RENTON COOPERATIVE COAL COMPANY'S ACRE TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 9 OF PLATS, PAGE 27, IN KING COUNTY, WASHINGTON. PROPERTY ADDRESS: 331 SOUTH 20th PLACE RENTON, WASHINGTON 98055 KING COUNTY TAX NO.: 722200 -0422 0.07' NORD 0.04' WEST 1n SOUTH 20th PLACE N S88'31'26 "E I I 22 �SZ Q��ry�SOJ'(t� -3 P��v��uG� � P I L —0� NI X04 P,F. z 01 5 cn N 150.00' N �09 6 � SF I I NEW R W TO BE I DEEDED TO THE I CITY OF RENTON I N88'31'26 "W 77.00' I � o N Lu I Ld la U 1= N a a 0 20' 1 20' W al M au N OI SOUTH 22nd PLACE i BASIS OF BEARINGS IS LOT LINE ADJUSTMENT REC. No. 20020709900001 FOUND MON. IN CASE VISITED 8/2013) SURVEY MEETS OR EXCEEDS THE REQUIREMENTS OF WAC 332 - 130 -090. EQUIPMENT USED: 5" TOTAL STATION. SURVEY METHOD: FIELD TRAVERSE. RELATIVE POSITIONAL TOLERANCE OF SET CORNERS: +/ -0.1' OFFE ENGINEERS 13932 SOUTHEAST 159TH PLACE RENTON, WASHINGTON 98058 PHONE: 425 -260 -3412 CONTACT: DARRELL OFFE, P.E. N7N7 =17 "W z SHATTUCK WEST SHORT PLAT RENTON, WASHINGTON LAND USE PERMIT # LUA13- 001550, SHPL -A CITY OF RENTON CONTROL NETWORK POINT #476 N: 173226.5859 E: 1299294.163 1.353.45' 41 NO. VICINITY MAP TOPOGRAPHIC AND BOUNDARY SURVEY PROVIDED BY HANSEN SURVEYING; OFFE ENGINEERS, PLLC ASSUMES NO LIABILITY FOR ACCURACY OR COMPLETENESS. IMPERVIOUS AREAS: EXISTING = 2,885 SQUARE FEET DEVELOPED = 6,190 SQUARE FEET CITY OF RENTON CONTROL NETWORK POINT #230 N: 170575.4265 E: 1300542.747 VERTICAL DATUM: NAVD 1988 CITY OF RENTON CONTROL POINT #230 FOUND A COPPER TACK IN LEAD ON A CONCRETE POST MONUMENT DOWN 0.5' IN A MONUMENT CASE AT THE CONSTRUCTED CENTER OF A CUL -DE -SAC ON THE EAST END OF S 23RD STREET, WEST OF BENSON DRIVE SE, NEAR THE NORTHEAST CORNER OF TEASDALE PARK. ELEVATION = 230.754 FEET REVISION BY I DATE I APPR IR P.E. CONTACT INFORMATION DEVELOPER: ANDREW MICHAEL CONSTRUCTION, LLC ATTN: BOB WENZL P.O. BOX 6127 BELLEVUE, WASHINGTON 98008 OFFICE PHONE: 206 - 714 -6707 bob ®belmonthomeswo.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 - 988 -0292 darrell.offe@comcast.net SURVEYOR: HANSEN SURVEYING ATTN: RODENY HANSEN, PLS 17701 108TH AVENUE SE, PMB 208 RENTON, WASHINGTON 98055 OFFICE NUMBER: 425 - 235 -8440 hansensurvey ®comcast.net TABLE OF CONTENTS SHEET NUMBER TITLE 1 COVER SHEET 2 EROSION CONTROL & NOTES 3 J 4 SOUTH 19th STREET DETAILS 6 O 7 LANDSCAPE PLAN O PROJECT LOCATION = o m c ti S. 20th PL. W z Z � W a SOUTH Li ° ¢ v 21 st ST. Q S. 22nd N PLACE S. 23rd ST. TOPOGRAPHIC AND BOUNDARY SURVEY PROVIDED BY HANSEN SURVEYING; OFFE ENGINEERS, PLLC ASSUMES NO LIABILITY FOR ACCURACY OR COMPLETENESS. IMPERVIOUS AREAS: EXISTING = 2,885 SQUARE FEET DEVELOPED = 6,190 SQUARE FEET CITY OF RENTON CONTROL NETWORK POINT #230 N: 170575.4265 E: 1300542.747 VERTICAL DATUM: NAVD 1988 CITY OF RENTON CONTROL POINT #230 FOUND A COPPER TACK IN LEAD ON A CONCRETE POST MONUMENT DOWN 0.5' IN A MONUMENT CASE AT THE CONSTRUCTED CENTER OF A CUL -DE -SAC ON THE EAST END OF S 23RD STREET, WEST OF BENSON DRIVE SE, NEAR THE NORTHEAST CORNER OF TEASDALE PARK. ELEVATION = 230.754 FEET REVISION BY I DATE I APPR IR P.E. CONTACT INFORMATION DEVELOPER: ANDREW MICHAEL CONSTRUCTION, LLC ATTN: BOB WENZL P.O. BOX 6127 BELLEVUE, WASHINGTON 98008 OFFICE PHONE: 206 - 714 -6707 bob ®belmonthomeswo.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 - 988 -0292 darrell.offe@comcast.net SURVEYOR: HANSEN SURVEYING ATTN: RODENY HANSEN, PLS 17701 108TH AVENUE SE, PMB 208 RENTON, WASHINGTON 98055 OFFICE NUMBER: 425 - 235 -8440 hansensurvey ®comcast.net TABLE OF CONTENTS SHEET NUMBER TITLE 1 COVER SHEET 2 EROSION CONTROL & NOTES 3 FRONTAGE IMPROVEMENTS 4 DETAILS / NOTES 5 DETAILS 6 SITE TOPOGRAPHIC MAP 7 LANDSCAPE PLAN R- 373301 — SCALE C'9 CITY OF SHATTUCK WEST SHORT PLAT RENTON ANDREW MICHAEL CONSTRUCTION, LLC COVER SHEET .r w Planning /Building /Public Works Dept. 2005 SHATTUCK AVENUE SOUTH F XO QE KM s � y CD: P-3733a1 Date: Date: Date: 03/19/201 aww � sFE: 1 '7 ❑77 y x c n y � T o —1 o w r H W W EROSION CONTROL NOTES Ch 1. THESE NOTES SHALL APPEAR FOR PROJECTS - SITE IMPROVEMENTS, SURFACE 15. ANY PERMANENT RETENTION /DETENTION FACILITY USED AS A TEMPORARY SETTLING BASIN SHALL Nt WATER UTILITY, WASTEWATER UTILITY, WATER UTILITY, AND TRANSPORTATION PLANS: BE MODIFIED WITH THE NECESSARY EROSION CONTROL MEASURES AND SHALL PROVIDE ADEQUATE 2. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A STORAGE CAPACITY. IF THE PERMANENT FACILITY IS TO FUNCTION ULTIMATELY AS AN INFILTRATION PRE- CONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF RENTON, SYSTEM, THE TEMPORARY FACILITY MUST BE ROUGH GRADED SO THAT THE BOTTOM AND SIDES O PUBLIC WORKS DESIGN ENGINEER. ARE AT LEAST THREE FEET ABOVE THE FINAL GRADE OF THE PERMANENT FACILITY. O 3. THE BOUNDARIES OF THE CLEARING LIMITS AND AREAS OF VEGETATION PRESERVATION 16. PRIOR TO THE BEGINNING OF THE WET SEASON (OCT. 1), ALL DISTURBED AREAS SHALL BE AS PRESCRIBED ON THE PLAN(S) SHALL BE CLEARLY FLAGGED BY SURVEY TAPE OR FENCING REVIEWED TO IDENTIFY WHICH ONES CAN BE SEEDED IN PREPARATION FOR THE WINTER RAINS. IN THE FIELD PRIOR TO CONSTRUCTION IN ACCORDANCE WITH APPENDIX 'b" OF THE SURFACE DISTURBED AREAS SHALL BE SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON. WATER DESIGN MANUAL AND OBSERVED DURING CONSTRUCTION. DURING THE CONSTRUCTION A SKETCH MAP OF THOSE AREAS TO BE SEEDED AND THOSE AREAS TO REMAIN UNCOVERED PERIOD, NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. THE CLEARING SHALL BE SUBMITTED TO THE CITY OF RENTON FOR REVIEW. LIMITS SHALL BE MAINTAINED BY THE APPLICANT /ESC SUPERVISOR FOR THE DURATION OF CONSTRUCTION. 4. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES, SUCH AS CONSTRUCTED WHEEL WASH SYSTEMS OR WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL Q PAVED AREAS ARE KEPT CLEAN AND TRACK OUT TO ROAD RIGHT OF WAY DOES NOT OCCUR aFOR THE DURATION OF THE PROJECT. 5. ALL REQUIRED SEDIMENTATION /EROSION CONTROL FACILITIES MUST BE CONSTRUCTED AND IN INSTALL FILTER SOCK OPERATION PRIOR TO LAND CLEARING AND /OR CONSTRUCTION TO PREVENT TRANSPORTATION OF W IN EXISTING CB SEDIMENT TO SURFACE WATER, DRAINAGE SYSTEMS AND ADJACENT PROPERTIES. ALL EROSION Q AND SEDIMENT FACILITIES SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME RIM= 167.40 RIM= 154.14 INV= 151.54 (W,N,S) INV= 151.19 (NW) SDMH THAT CLEARING AND/OR CONSTRUCTION IS COMPLETE AND POTENTIAL FOR ON -SITE EROSION HAS INV= 151.OS E) RIM= 154.75 / INV= 151.44 SE) CB INV =144.34(12 "W) PASSED. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADDITIONS TO EROSION/ RIM-1 .ss(( }} Ce INV= 144.2415'E) SEDIMENTATION CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMITTEE. Ste, mNiV= .76(iz "s) RIM= 153.72 APPROXIMATE STORM U) 6. THE EROSION AND SEDIMENTATION CONTROL SYSTEMS DEPICTED ON THIS DRAWING ARE \ c� wv= l4sss(tz "w) o VAULT LOCATION a w INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONITIONS DICTATE, THE PERMITEE pzc '' a o -/ SHALL ANTICIPATE THAT MORE EROSION AND SEDIMENTATION CONTROL FACILITIES WILL BE 1z" ADS �yA Y NECESSARY TO INSURE COMPLETE SILTATION CONTROL ON THE PROPSED SITE. DURING THE 12" ADS CONC. CURB V COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE PERMITEE rz"gps 12" ADS 8" Di _ TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY THE ACTIVITIES AND TO PROVIDE SOUTH 20th PLACE w -O SDMH �/ O�- -VA LT ACC SS VAULT ACCESS ADDITIONAL FACILITIES, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED, TO `� ( /�' Ru =1 3s _ - RIM 149603 `/ °a , RIM = 154.42 PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF THE RELIEVING DRAINAGE SYSTEM. INV= 14s.oz s "Nw) INV= 148.98 12 "W iv ti 1 RIM 153.49 SSA -O 15" ADS Q 7. APPROVAL OF THIS PLAN IS FOR EROSION /SEDIMENTATION CONTROL ONLY. IT DOES NOT INV= 148.85 (12 "SE) = CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES, RESTRICTORS, INV = 148.61 (12 "S) FOUND IRC U) CHANNELS, OR RETENTION FACILITIES. #10381 12 12" Ds 0.06' N b CONC. CUR x 8. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE 0.03' E " - ;. CONIC WALK DISTURBED FOR TWO DAYS DURING THE WET SEASON (OCTOBER 1ST - MARCH 30TH) OR SEVEN DAYS DURING THE DRY SEASON (APRIL 1ST - SEPTEMBER 30TH) SHALL BE ". IMMEDIATELY STABILIZED WITH THE APPROVED ERC COVER METHODS (e.g. SEEDING, rrc MULCHING, PLASTIC COVERING, ETC.). j 9. WET SEASON SEASONAL EROSION AND SEDIMENT CONTROL REQUIREMENTS APPLY TO ALL 0340 FENCE ] 0: RM= 153.15 E CONSTRUCTION SITES CLEARING BEWTEEN OCTOBER 1 AND MARCH 30 INCLUSIVE, UNLESS HOUSE s 16,9 INV= 149.57(12"W) S-- OTHERWISE APPROVED BY THE CITY THROUGH AN ADJUSTMENT PROCESS. RIMI153.51 TO INV 148.79(12 "E) 10. COVER MEASURES WILL BE APPLIED IN CONFORMANCE WITH APPENDIX "D" OF THE SURFACE 15' STORM IBA __ INV - 148.73(12 "N) BE REMOVED WATER DESIGN MANUAL. - EASEMENT 15 INV = 155.79(12 "NE) 11. ANY AREA NEEDING ERC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE I 0 ADDRESSED WITHIN SEVEN (7) DAYS. \.o 0 12. THE ERC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF m E ONCE A MONTH OR WITHIN 24 HOURS FOLLOWING A STORM EVENT. 13. AT NO TIME SHALL MORE THAN ONE (1) FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN \ E�, \� \NG UNDI1C A CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. #10361 THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT -LADEN WATER INTO THE DOWNSTREAM SYSTEM. 0.53' 1fi0 INV = 157.44(6 "SE 0.05' 14. DURING THE TIME PERIOD OF OCTOBER 1ST - MARCH 30TH, ALL PROJECT DISTURBED SOIL AREAS, THAT ARE TO BE LEFT UN- WORKED FOR MORE THAN 12 HOURS, SHALL BE COVERED BY MULCH, SODDING, OR PLASTIC COVERING. 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. 0260 EXISTING \ HOUSE \ �} w ~mo 2' -6" I I I I I I NOTES: 1. FOR SHEET RUNOFF OR FOLLOWING DISCHARGE FROM A 5' -0" SEDIMENT TRAP OR POND. BURY BOTTOM OF FABRIC _ 4 _ _ _ _ _ _ _ MATERIAL IN 8" BY 12" TRENCH 2. MAXIMUM SLOPE STEEPNESS PERPENDICULAR TO FENCE LINE IS 1:1. I I- 6' MAX � I u u 3. MAXIMUM SHEET OR OVERLAND FLOW PATH LENGTH TO THE FENCE OF 100 FT. 4. IF 50% OR LESS OF THE SOIL, BY WEIGHT, IS FINE PARTICLES FILTER FABRIC MATERIAL SMALLER 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 CT WIRE THAT 85% OF THE SOIL CAN PASS THROUGH. FABRIC OF EQUIV. 5. THE TRENCH SHALL BE BACKFILLED WITH 3/4" MINIMUM 2' -0" 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 oss FILTER FABRIC FENCE DETAIL NTS - FENCE 0.6' S 0.1' E \ tse , EXISTING \ \ l� JB J6, tFOUND IRC HOUSE J I Ij `'.� 0 6 e #10381 FENCE 0.03' E I 0.5' s eo OFFE ENGINEERS �!y ° �� '`�l`� 4Et;r HANSEN SURVEI'IN( Qe.' °ti �•A oeamD. 13932 SOUTHEAST 159TH PLACE - Z . D.L oPPE. P.E. RENTON, WASHINGTON 98058 Po.P�ez "80 D.L OFFE, P.E. PHONE: 425-260-3412 CONTACT: DARRELL OFFE, P.E. fsy /oNA�G na /on /�n1 a N0. REVISION BY DATE APPR w a = � J l � C o O (n o x O I •, 5 Z I` W W Ld Q I �{ C) m �n � Q 2 20' cn 20' w nl W c� 0 z h� 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 RIM = 154.84 INV- 144.62 12 "SW) INV= 144.40 15 "W) INV =7 44.40 15 "N 'D MON. IN CASE SITED 8/2013) SSMH RIM= 155.69 INV 150.58 W INV- 150.58 S INV= 150.48 N 10 INV =158.1 SSMH RIM= 159.63 INV= 154.0fi S INV = 154.06 E INV= 153.96 N GRAPHIC SCALE 0 10 20 40 1 inch = 20 feet Date R 3 73 3 02 H _ H Date, y� Date By. Date, �w CITY OF SHATTUCK WEST SHORT PLAT 03/18/2014 SCALE Xp®1e'i' X°1°°'�°°' E9 RENTON TY O ANDREW MICHAEL CONSTRUCTION, LLC �� DATUM planning /Building /Public Works Dept. GRADING /EROSION CONTROL 2005 SHATTUCK AVENUE SOUTH 2 7 Cam: ER❑S I ❑N T J l � C !7 G � '-1 46 Oo x O I •, 5 > `3 I` W W LOT DRAINAGE NOTES: Cr) a. SINGLE FAMILY RESIDENCES AND OTHER IMPROVEMENTS CONSTRUCTED ON THE LOTS CREATED BY THIS SUBDIVISION MUST IMPLEMENT THE FLOW CONTROL BEST MANAGEMENT PRACTICES AS LISTED IN THE TABLE BELOW AS WELL AS ANY r0 DECLARATION OF COVENANTS AND GRANTS OF EASEMENT. COMPLIANCE WITH THUS p STIPULATIONS MUST BE ADDRESSED IN THE "SINGLE FAMILY RESIDENCE BUILDING -it PERMIT DRAINAGE REVIEW" WHEN ANY APPLICATION IS MADE FOR A BUILDING PERMIT r FOR THE LOT. SEE SHEET 4 FOR DETAILS. LOT NUMBER BMP TYPE MAXIMUM IMPERIOUS (SQ. FT.; LOT A EXISTING HOUSE 2,600 SQ. FEET LOT B PERFORATED PIPE CONNECTION 2,600 SQ. FEET Qb. COMPLIANCE WITH THE BMP REQUIREMENT MUST BE J ADDRESSED IN THE SINGLE FAMILY RESIDENTIAL BUILDING PERMIT d DRAINAGE REVIEW WHEN AN APPLICATION IS MADE FOR A SINGLE FAMILY RESIDENTIAL BUILDING PERMIT FOR THE LOT. IT- I-' c. ALL CONNECTIONS TO THE DOWNSTREAM DRAINAGE SYSTEM SHALL BE VIA A PERFORATED PIPE CONNECTION. 0 d. ALL INDIVIDUAL FLOW CONTROL BMP's SHALL BE PRIVATELY = OWNED, MAINTAINED AND KEPT IN GOOD REPAIR BY EACH LOT U) U) LLI Y Q U) W z� z� Ld wlr 26.5' z =I o wl 13' � U 11' 4 SAW CUT MATCH EX RIM= 161.40 INV= 151.54 (W,N,S) INV= 151.44 (SE) 12" h SDMH- - � cUi RIM =' 56.03 INV= 749.02 6 "NW) INV = 148.98 12 "NJ INV= 148.85 (12 "SE) INV = 148.61 (12 "S) FOUND IRC ;0361 0.06' N 0.0.5' E 0340 -✓SDM 5 +84.48 SHATTUCK :AVE. SOUTH: EXISTING r HOUSE 0260 \ EX64N \ \ HOUSE TIG \ 3 \ m ✓mo 4" MIN. CLASS "B" ASPHALTIC CONCRETE J PAVEMENT- 2 -2" LIFTS REQUIRED 6" MIN. CRUSHED SURFACING TOP COURSE CRUSHED SURFACING BASE COURSE TO BE DETERMINED BY GEOTECH BASED UPON SHATTUCK AVE. SOUTH N.T.S. ozso -✓SDM 5 +84.48 SHATTUCK :AVE. SOUTH: EMTING r HOUSE OFFE ENGINEERS 13932 SOUTHEAST 159TH PLACE RENTON, WASHINGTON 98058 PHONE: 425- 260 -3412 CONTACT: DARRELL OFFE, P.E. 2% �� S� , m m 0 1' FLAT 1 AAA ADS fe ✓a, FENCE 0.6' S 0.1' E FOUND INC #10381 0.12' S 0.02' E \-5' CONCRETE SIDEWALK AND RAMP LANDING 8' LANDSCAPE STRIP PSz 274 _ CONNECT TO EXISTING HOUSE UNDER CONSTRUCTION UNDER A SEPERATE PERMIT -✓SDM 5 +84.48 SHATTUCK :AVE. SOUTH: r STA. 1 RIM 154.75 I 160 : S INS CB NV taa.3a(12 "w) "E) 160 .. � TYPI RIM =153. CB IIN = 144.24(15 isNATTUCk q 1 INV =148. ((12 "E) RIM= ,53.12 12" PLUG i 1619 -W) If INV = 748. (12 °S) INV = 149.96(12 "W) APPR (MATE STORM o RIM #153.51 INVd148.79(12 "E) NEW 6" STORM VA LT LOCATION 5 12- � INV�148.7312 DMH STUB, IE =154.0 U ,c RIM = 1:14.84 "SW) RIM= 1$9.63 1 INV =744.62((12 INV= 158.28(12 "NE) INV=,44.40(, 5 "W� "N 12" S CONC. CURB I 1 O + INV = 144.40((15 DI in m .� INT'X 12" ADS �OZ STA. 5 +84 O-- -vA LT Access RI 13.63 SOUTH 20th PLACEM VAU ACCESS O RIM= 159.70: STA. 10 +0 = _ RI I 1 VAk1DOACCESS, 154.42 E=156.30,12" . . N\ F ti I RIM= 153.49 15" ADS IE= 157.50, :6" ( (EX.) FOUND MON. IN CASE 1 m (VISITED 8/2013) 12" ADS 8" DI $10381., 0.53' INV= 157.44(6 "SE) I 12 "S S - ...__._ ..:.......... . ....: . ............. .i._....... . 0.05' � ...... SSMH CONC CURB I A I CB :1 TYPE.'..:_._.. I ftIM - =75 CONC WALK - `�\ "� _/ RIM 155.90 I I I 0.58 W) _ y IE =152.60, 12" :(EX -NE) INV :150.58((5 in E 152.60, 12-](S) R I I INV 150.48(N) SOUTH 20th PLACE / RIM 155.90 IE= 152.60, 12" EX -NE) m IE= 152.60, 12° S) IE= 153.00, 6" (W) c -' _ RIM= 159.70 IE= 156.30, 12" IE= 157.50, 6" (EX.) SSMH RIM-159.63 INV= 154.06 S INV=154.06 E CB INV= 153.96 N RIM = 159.63 INV= 158.28 12 "NE) INV= 158.78 6 "NW) FRONT PORTAL OF EXISTING HYDRANT ALL UTILITIES SERVICING THE SITE SHALL BE UNDERGOUND I INT'X STA. 0 +00, SHATTUCK AVENUE SOUTH SOUTH 22nd PLACE 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 UTIUITES 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 CURB RETURN FL SHATTUCK - 5 +43.56, 13.0' LT. FL= 156.54 OA R =25.0' S. 20th PL. - 10 +37.96, 16.0' LT. FL= 153.93 L= 39.226' DELTA = 89'53'54" STA. 5 5 +84.48 SHATTUCK :AVE. SOUTH: STA. 1 10 +00.00, SOUTH 20th PLACE : 1 160 : S CB 160 .. � ...... ............:. .. . .... ...... RIM= 153.15+c isNATTUCk q 1 CB 12" PLUG i 1619 -W) If RIM #153.51 INVd148.79(12 "E) NEW 6" STORM I� 5 12- � INV�148.7312 "N STUB, IE =154.0 ,c RIM= 1$9.63 1 INV= 158.28(12 "NE) INV =155J9(12 "NE) I 8 m .� I I 150 �OZ RIM= 159.70: I I I E=156.30,12" . . N\ 16' DRIVEWAY ENTRANCE IE= 157.50, :6" ( (EX.) UND IF�C \��nE $10381., 0.53' INV= 157.44(6 "SE) ...__._ ..:.......... . ....: . ............. .i._....... . 0.05' � ...... 160 I CB :1 TYPE.'..:_._.. I \ . RIM 155.90 I I IE =152.60, 12" :(EX -NE) in E 152.60, 12-](S) R I 140 I RAM' i �SDMH h0 ............:. . . . STA. 4 +94.0 13.0' LT. > _ 0( 1BEND CURB, GUTTER, SIDEWALK 6+00 a P s "s AND LANDSCAPE STRIP O o I STA. 4 +93.0 12.17' LT. ° � END OF 12 N -12 j� INSTALL PLUG j IE= 156.80 Q 75 c1 U al � m Q ea 20' 2 U) 20' LJ " 0 t\ l I oe Be, FOUND SO #10381 FENCE 0.03' E 0.5' S N 0420 z f� SOUTH 20th PLACE / RIM 155.90 IE= 152.60, 12" EX -NE) m IE= 152.60, 12° S) IE= 153.00, 6" (W) c -' _ RIM= 159.70 IE= 156.30, 12" IE= 157.50, 6" (EX.) SSMH RIM-159.63 INV= 154.06 S INV=154.06 E CB INV= 153.96 N RIM = 159.63 INV= 158.28 12 "NE) INV= 158.78 6 "NW) FRONT PORTAL OF EXISTING HYDRANT ALL UTILITIES SERVICING THE SITE SHALL BE UNDERGOUND I INT'X STA. 0 +00, SHATTUCK AVENUE SOUTH SOUTH 22nd PLACE 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 UTIUITES 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 CURB RETURN FL SHATTUCK - 5 +43.56, 13.0' LT. FL= 156.54 OA R =25.0' S. 20th PL. - 10 +37.96, 16.0' LT. FL= 153.93 L= 39.226' DELTA = 89'53'54" l� \Jjs \ry \✓N 0 lBA n- 373303 GRAPHIC SCALE 0 10 20 40 1 inch = 20 feet --- )urasE" SCALE xcrmwrwwol'avca' CITY OF SHATTUCK WEST SHORT PLAT D.E. OFFE, P.E. -�7� RENTON ANDREW MICHAEL CONSTRUCTION, LLC OFFE, o.L OE, P.E. DATUM FRONTAGE IMPROVEMENTS a ATiNLL Planning /Building /Public Works Dept. 2005 SHATTUCK AVENUE SOUTH Fwm NO. REVISION BY DATE � y CD; 2- 3��3a3 Date: Date: Date: 3 - 7 �y a c A F 2ti Ow� O � D "R W W STA. 5 5 +84.48 SHATTUCK :AVE. SOUTH: STA. 1 10 +00.00, SOUTH 20th PLACE : 1 160 : S 160 .. � ...... ............:. .. . .... ...... isNATTUCk q 12" PLUG i qyE 30 H H 5 12- � �i 12g RIM= 1$9.63 1 INV= 158.28(12 "NE) INV = 158.18(6 "NW) . 150 1 .� I I 150 RIM= 159.70: E=156.30,12" . . N\ IE= 157.50, :6" ( (EX.) \��nE ...__._ ..:.......... . ....: . ............. .i._....... . ...... I \ CB :1 TYPE.'..:_._.. I \ . RIM 155.90 IE =152.60, 12" :(EX -NE) E 152.60, 12-](S) R 140 I �SDMH h0 ............:. . . . . .. .......:............. . 1 4 0( 5 +00 w 6 6+00 SHATTUCK A AVE. SOUTH (STORM) n- 373303 GRAPHIC SCALE 0 10 20 40 1 inch = 20 feet --- )urasE" SCALE xcrmwrwwol'avca' CITY OF SHATTUCK WEST SHORT PLAT D.E. OFFE, P.E. -�7� RENTON ANDREW MICHAEL CONSTRUCTION, LLC OFFE, o.L OE, P.E. DATUM FRONTAGE IMPROVEMENTS a ATiNLL Planning /Building /Public Works Dept. 2005 SHATTUCK AVENUE SOUTH Fwm NO. REVISION BY DATE � y CD; 2- 3��3a3 Date: Date: Date: 3 - 7 �y a c A F 2ti Ow� O � D "R W W M Itt O d' J a_ tr O U) U) LU Y U Q STORM WATER STANDARD PLAN NOTES 1. THESE NOTES SHALL APPEAR ON PROJECTS FOR THE SURFACE WATER UTILITY. 2. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE - CONSTRUCTION MEETING MUST BE HELD BETWEEN THE CITY OF RENTON PLAN REVIEW SECTION AND THE APPLICANT. 3. ALL DESIGN AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE RENTON MUNICIPAL CODE (RMC), THE LATEST EDITION OF THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICICPAL CONSTRUCTION PREPARED BY WSDOT AND THE AMERICAN PUBLIC WORKS ASSOCIATION (APWA), AS AMENDED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. IT SHALL BE THE SOLE RESPONSIBILITY OF THE APPLICANT AND THE PROFESSIONAL CIVIL ENGINEER TO CORRECT ANY ERROR, OMISSION OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THESE PLANS. ALL CORRECTIONS SHALL BE AT NO ADDITIONAL COST TO THE CITY. 4. APPROVAL OF THIS ROAD, GRADING, PARKING AND DRAINAGE PLAN DOES NOT CONSTITUTE AN APPROVAL OF ANY OTHER CONSTRUCTION (e.g. DOMESTIC WATER CONVEYANCE, SEWER CONVEYANCE, GAS, ELECTRICAL, ETC.). THE SURFACE WATER DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVAED PLANS, WHICH ARE ON FILE WITH THE CITY. ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE CITY OF RENTON PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY SECTION. S. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION EVE IS IN PROGRESS. 6. GRADING ACTIVITIES (SITE ALTERATION) ARE LIMITED TO THE HOUYRS OF 7 A.M. TO 7 P.M., MONDAY THROUGH SATURDAY AND NO WORK ON SUNDAY IS ALLOWED, UNLESS OTHERWISE APPROVED WITH A WRITTEN DECISION BY THE CITY OF RENTON. 7. IT SHALL BE THE APPLICANT /CONTRACTOR'S RESPONSIBILITY TO OBTAIN ALL CONSTRUCTION EASEMENTS NECESSARY BEFORE INITIATING OFF -SITE WORK. EASEMENTS REQUIRE CITY REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. 8. FRANCHISED UTILITIES OR OTHER INSTALLATIONS THAT ARE NOT SHOWN ON THESE APPROVED PLANS SHALL NOT BE CONSTRUCTED UNLESS AN APPROVED SET OF PLANS THAT MEET ALL REQUIREMENTS OF CHAPTER 4 OF THE SURFACE WATER DESIGN MANUAL ARE SUBMITTED TO THE CITY OF RENTON. 9. DATUM SHALL BE NAVD 88 UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON. REFERENCE BENCHMARK AND ELEVATIONS ARE NOTES ON THE PLANS. 10. ANY DEWATERING SYSTEM NECESSARY FOR THE CONSTRUCTION OF STORMWATER FACILITIES MUST BE SUBMITTED TO THE CITY OF RENTON FOR REVIEW AND APPROVAL. 11. ALL UTILITY TRENCHES AND ROADWAY SUBGRADE SHALL BE BACKFILLED AND COMPACTED TO 95% (PERCENT) DENSITY, STANDARD PROCTOR. 12. OPEN CUTTING OF EXISTING ROADWAYS FOR NON- FRANCHISED UTILITY OR STORM DRAINAGE WORK IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CITY OF RENTON AND NOTED ON THESE APPROVED PLANS. ANY OPEN CUT SHALL BE RESTORED IN ACCORDANCE WITH THE CITY OF RENTON TRENCH RESTORATION STANDARDS. 13. 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. 14. 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 SECTION. 15. ALL PIPES AND APPURTENANCES SHALL BE LAID ON THE PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATION OF 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. 16. STEEL PIPE SHALL BE ALUMINIZED, OR GALVANIZED WITH ASPHALT TREATMENT #1 OR BETTER INSIDE AND OUTSIDE. 17. ALL DRAINAGE STRUCTURES, SUCH AS CATCH BASINS AND MANHOLES SHALL HAVE SOLID LOCKING LIDS, UNLESS OTHERWISE SHOWN ON THE APPROVED PLANS. ALL DRAINAGE STRUCTURES ASSOCIATED WITH A PERMANENT RETENTION /DETENTION FACILITY SHALL HAVE SOLID LOCKING LIDS. 18. BUILDING AND OTHER STRUCTURES SHALL BE PLACED IN ACCORDANCE WITH TABLE 4.1 EASEMENT WIDTHS AND BUILDING SETBACK LINES. 19. ALL CATCH BASIN GRATES SHALL BE DEPRESSED 0.10 FEET BELOW PAVEMENT LEVEL. 20. ALL DRIVEWAY CULVERTS LOCATED WITHIN CITY OF RENTON RIGHT -OF -WAY SHALL BE OF SUFFICIENT LENGTH TO PROVIDE A MINIMUM 3:1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE BOTTOM OF THE DITCH. ROCK FOR EROSION PROTECTION OF ROADWAY DITCHES, WHERE REQUIRED, SHALL BE OF SOUND QUARRY ROCK PLACED TO A DEPTH OF ONE (1) FOTT AND MUST MEET THE FOLLOWING SPECIFICATIONS: 4 - 8 INCH ROCK / 40 - 70% PASSING; 2 - 4 INCH ROCK / 30 - 40% PASSING; AND LESS THAN 2 INCH ROCK / 10 - 20% PASSING. 21. ALL BUILDING DOWNSPOUTS AND FOOTING DRAINS SHALL BE CONNECTED TO THE STORM DRAINAGE SYSTEM, UNLESS APPROVED BY THE CITY PLAN REVIEWER OR SURFACE WATER UTILITY SECTION. AN ACCURATELY DIMENSIONED, CERTIFIED AS -BUILT DRAWING OF THIS DRAINAGE SYSTEM WILL BE SUBMITTED TO THE CITY UPON COMPLETION. 22. DRAINAGE OUTLETS (STUB -OUTS) SHALL BE PROVIDED FOR EACH INDIVIDUAL LOT, EXCEPT FOR THOSE LOTS APPROVED FOR INFILTRATION BY THE CITY. STUB -OUTS SHALL CONFORM TO THE FOLLOWING: A. EACH OUTLET SHALL BE SUITABLY LOCATED AT THE LOWEST ELEVATION ON THE LOT, SO AS TO SERVICE ALL FUTURE ROOF DOWNSPOUTS AND FOOTING DRAINS, DRIVEWAYS, YARD DRAINS, AND ANY OTHER SURFACE OR SUBSURAFCE DRAINS NECESSARY TO RENDER THE LOTS SUITABLE FOR THIER INTENDED USE. EACH OUTLET SHALL HAVE FREE - FLOWING, POSITIVE DRAINAGE TO AN APPROVED STORMWATER CONVEYANCE SYSTEM OR TO AN APPROVED OUTFALL LOCATION. B. OUTLETS ON EACH LOT SHALL BE LOCATED WITH A FIVE -FOOT HIGH, 2"x4" STAKE MARKED "STORM" OD "DRAIN ". THE STUB -OUT SHALL EXTEND ABOVE SURFACE LEVEL, BE VISIBLE, AND BE SECURED TO THE STAKE. C. PIPE MATERIAL SHALL CONFORM TO UNDERDRAIN SPECIFICATIONS DESCRIBED IN CHAPTER 4 OF THE SURFACE WATER DESIGN MANUAL AND, IF NON- METALLIC, THE PIPE SHALL BE PLACED IN A TRENCH WITH A TRACING WIRE ABOVE OR OTHER ACCEPTABLE DETECTION. D. PRIVATE DRAINAGE EASEMENTS ARE REQUIRED FOR DRAINAGE SYSTEMS DESIGNED TO CONVEY FLOWS THROUGH INDIVIDUAL LOTS. E. THE APPLICANT/CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE LOCATIONS OF ALL STUB -OUT CONVEYANCE LINES WITH RESPECT TO OTHER UTLILITES (e.g. POWER, GAS, TELEPHONE, TELEVISION). OFFE ENGINEERS 13932 SOUTHEAST 159TH PLACE RENTON, WASHINGTON 98058 PHONE: 425 -260 -3412 CONTACT: DARRELL OFFE, P.E. 22 F. ALL INDIVIDUAL STUB -OUTS SHALL BE PRIVATELY OWNED AND MAINTAINED BY THE LOT /HOME OWNER. G. STORM DRAINAGE PIPE SYSTEMS SHALL NOT PENETRATE BUILDING FOUNDATIONS, EXCEPT FOR SUMP PUMP DISCHARGE LINES USED TO DRAIN CRAWL SPACES, PROVIDED THE SUMP PUMP SYSTEM INCLUDES BACKFLOW PREVENTION OR A CHECK VALVE. 23. ALL DISTURBED AREAS (COMPACTED, GRADED, LANDSCAPED, ETC.) OF THE DEVELOPMENT SITE MUST DEMONSTRATE ONE OF THE FOLLOWING: THE EXISTING DUFF LAYER SHALL BE STAGED AND REDISTRIBUTED TO MAINTAIN THE MOISTURE CAPCITY OF THE SOIL, OR; AMENDED SOIL SHALL BE ADDED TO MAINTAIN THE MOISTURE CAPACITY. 24. PROOF OF LIABILITY INSURANCE SHALL BE SUBMITTED TO THE CITY PRIOR TO CONSTRUCTION PERMIT ISSUANCE. 25. ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMITS BY THE CITY OF RENTON DOES NOT RELIEVE THE OWNER OF THE CONTINUING LEGAL OBLIGATION AND /OR LIABLILTY 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. 26. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARD, SAFETY Q DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK. ANY WORK WITHIN THE TRAVELED RIGHT -OF -WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE A TRAFFIC CONTROL PLAN APPROVED BY THE PUBLIC WORKS DEPARTMENT, TRANSPORTATION SYSTEMS DIVISION. ALL SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 1 -07 -23 TRAFFIC CONTROL SHALL APPLY. 27. PROJECT LOCATED WITHIN THE AQUIFER PROTECTION AREA (APA) SHALL COMPLY WITH SPECIAL REQUIREMENT #6 OF THE SURFACE WATER DESIGN MANUAL AND AQUIFER PROTECTION REGULATIONS RMC 4 -3 -050). z 141 N0. REVISION U WiEACN UBWFN 6vs fr aR6.1 im,namnnwe pUr NE,GNr RECTANGULAR A1LlUSTNENT SECTION UBMEACNCMNEF 10' MN mawFaoa PRECAST BASE BECTON sss,,., 1RE-CAI BASE SECTION .ca+auaarepFwvE„mexE sravwsEwEa PSs NOTES 1. 0.a aaepGble allemativn to se rebar M in ft PRECAST RASE SECTION. fibms(plarN ac ., m tho 3Nrgwd Spcof 4 ar wie mesh inr a minknum wee& 0.12 square it , Wfixt Mal be used wth he minin. requhal ubN sloven In the ALTERNATIVE PRECAST BASE SECTION. W ouch Man rot be pieced Mtha wlocYauS. '',.. 2. mN kmdraxdkmalarshennR ba groaWth.20 -. Kmcko 0.11 have a oval VticwwN ol2' mMM,vn b 25 mawnum. P,wk$e a l.S mbwam gap bexveN�Me krxx'koN walaM MeoubNe ottlw plea. AMtM pipe bNdvalkN alagep w911 fJe11 mMarN BCCONBMa with SUMaN SpeoYCatldn bona. 1 The nva m depth 1. the fMShW ore W the bwct Poe kwed "be5'. 4. Rw 1. WOrate roust be imtened win Me Raga Cam. 5, the pnxast Bow Serfun nay haw, a rauMM Roof, and the wens may be sloped A a mW a t:24 a steeper. S. mN O xrra Men ben.wa ed al Me top d the prixaM base axtim. T Al plea,p MMa stun so .aced lull after Me be M. been placed. S. Alpmtle Nga and wefrga ahtll be earth monarheaoNCwwith Stallard Specilkafw, 804.3. PUBLIC WORKS CATCH BASIN TYPE 7 31D. PLAN - 200.00 J DEPARTMENT MARCH 2008 1O BY I DATE I APPR NOTES: 1. When the driveway width exceeds 15 feet, construct a full depth expansion joint (see Standard Plan F -3) with 318' joint 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 curb 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. 6. Sidewalks at driveway approaches and driveway apron to be 6' min. depth of conrete. 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) A,POpF \6 tf' , CEMENT CONCRETE SIDEWALK WHERE SHOWN 5 S>�Q CEW CONIC. CURB & GUTTER (SEE NOTE 3) DRIVEWAY ENTRANCE SIDE SLOPE (TYP.) DEPRESSED taO =IPQ� �4 (S GUTTER NOTE SIDEWALK & DRIVEWAY APRON \ (SEE NOTE 6) DRIVEWAY ENTRANCE N.T.S. R- 313304 02.11 PERRDRATED PPE CONNECTION ❑ TEXT OF INSTRUCTIONS Your property contains a slormwater management flow control BMP (best management practice) called a perforated pipe connector." which was Installed to reduce the stormwater runoff impacts of some or all of the impervious surface on your property. A perforated pipe connection is a length of drainage conveyance pipe with holes in the bottom, designed to "leak" runoff, conveyed by the pipe, into a gravel filled trench where it can be soaked into the surrounding soil. The mnnecuon Is intended to provide opportunity for infiltration of any runoff that is being conveyed fam an impervious surface (usually a roof) to a local drainage system such as a ditch or roadway pipe system. The size and composlaon of the perforated pipe connection as depicted by the flow control BMP site plan and design details must be maintained and may not be changed w,thout Written approval either from the Kng County Water and Land Resources Division or through a future development permit from King County. The soil overtop of the perforated portion of the system must not be compacted or covered with impervious materials. FIGURE C.2.1 LA PERFORATED PIPE CONNECTION FOR A SINGLE FAMILY RESDDENCE /-,an dom fill 6' fitter fabric Qp 18' min o �e o j r o ° 1 Vz - Hi washed rode 24" min TRENCH X- SECTION NITS slope -. to road drainage system 2'X 10' level Trench wiped pipe PLAN VIEW OF ROOF NTS ?009Surface W.ver DcsiSn Manual -Apps ixC I19/sf109 C -91 BMP CONNECTION - LOT B SEN SURVEYING >� SCALE xarSaaw wn 1awPa' n19 CITY OF SHATTUCK WEST SHORT PLAT ntaR�IL 111341 ° D.L OFFE, P.E. RENTON ANDREW MICHAEL CONSTRUCTION, LLC o.L. OFFE, P.E. I ac an DATUM DETAILS & NOTES GEGa° u Planning /Building /Public Works Dept. 2005 SHATTUCK AVENUE SOUTH P nor arE and ,Ppg scvE wxamarAr Sou: 4 ' 7 1 IDIEITIAIIILIS ti H ya `TJ C �T. G C c co O A � rn 0 ,' ^3 w r D I,` -3 W W PIPE ALLOWANCES Yen: - nacRAnPFU IMIR Newcrex aE.CEbaa fr I .V1eCN.c eu MEru EaE +s wssva fr Isro. sysc Pasmr aLI0 Ww1 FVC fr firo.5iE48e111(III FpaFILE WNIP/L ,a. Iam.arEC arASatili .ca+auaarepFwvE„mexE sravwsEwEa PSs NOTES 1. 0.a aaepGble allemativn to se rebar M in ft PRECAST RASE SECTION. fibms(plarN ac ., m tho 3Nrgwd Spcof 4 ar wie mesh inr a minknum wee& 0.12 square it , Wfixt Mal be used wth he minin. requhal ubN sloven In the ALTERNATIVE PRECAST BASE SECTION. W ouch Man rot be pieced Mtha wlocYauS. '',.. 2. mN kmdraxdkmalarshennR ba groaWth.20 -. Kmcko 0.11 have a oval VticwwN ol2' mMM,vn b 25 mawnum. P,wk$e a l.S mbwam gap bexveN�Me krxx'koN walaM MeoubNe ottlw plea. AMtM pipe bNdvalkN alagep w911 fJe11 mMarN BCCONBMa with SUMaN SpeoYCatldn bona. 1 The nva m depth 1. the fMShW ore W the bwct Poe kwed "be5'. 4. Rw 1. WOrate roust be imtened win Me Raga Cam. 5, the pnxast Bow Serfun nay haw, a rauMM Roof, and the wens may be sloped A a mW a t:24 a steeper. S. mN O xrra Men ben.wa ed al Me top d the prixaM base axtim. T Al plea,p MMa stun so .aced lull after Me be M. been placed. S. Alpmtle Nga and wefrga ahtll be earth monarheaoNCwwith Stallard Specilkafw, 804.3. PUBLIC WORKS CATCH BASIN TYPE 7 31D. PLAN - 200.00 J DEPARTMENT MARCH 2008 1O BY I DATE I APPR NOTES: 1. When the driveway width exceeds 15 feet, construct a full depth expansion joint (see Standard Plan F -3) with 318' joint 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 curb 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. 6. Sidewalks at driveway approaches and driveway apron to be 6' min. depth of conrete. 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) A,POpF \6 tf' , CEMENT CONCRETE SIDEWALK WHERE SHOWN 5 S>�Q CEW CONIC. CURB & GUTTER (SEE NOTE 3) DRIVEWAY ENTRANCE SIDE SLOPE (TYP.) DEPRESSED taO =IPQ� �4 (S GUTTER NOTE SIDEWALK & DRIVEWAY APRON \ (SEE NOTE 6) DRIVEWAY ENTRANCE N.T.S. R- 313304 02.11 PERRDRATED PPE CONNECTION ❑ TEXT OF INSTRUCTIONS Your property contains a slormwater management flow control BMP (best management practice) called a perforated pipe connector." which was Installed to reduce the stormwater runoff impacts of some or all of the impervious surface on your property. A perforated pipe connection is a length of drainage conveyance pipe with holes in the bottom, designed to "leak" runoff, conveyed by the pipe, into a gravel filled trench where it can be soaked into the surrounding soil. The mnnecuon Is intended to provide opportunity for infiltration of any runoff that is being conveyed fam an impervious surface (usually a roof) to a local drainage system such as a ditch or roadway pipe system. The size and composlaon of the perforated pipe connection as depicted by the flow control BMP site plan and design details must be maintained and may not be changed w,thout Written approval either from the Kng County Water and Land Resources Division or through a future development permit from King County. The soil overtop of the perforated portion of the system must not be compacted or covered with impervious materials. FIGURE C.2.1 LA PERFORATED PIPE CONNECTION FOR A SINGLE FAMILY RESDDENCE /-,an dom fill 6' fitter fabric Qp 18' min o �e o j r o ° 1 Vz - Hi washed rode 24" min TRENCH X- SECTION NITS slope -. to road drainage system 2'X 10' level Trench wiped pipe PLAN VIEW OF ROOF NTS ?009Surface W.ver DcsiSn Manual -Apps ixC I19/sf109 C -91 BMP CONNECTION - LOT B SEN SURVEYING >� SCALE xarSaaw wn 1awPa' n19 CITY OF SHATTUCK WEST SHORT PLAT ntaR�IL 111341 ° D.L OFFE, P.E. RENTON ANDREW MICHAEL CONSTRUCTION, LLC o.L. OFFE, P.E. I ac an DATUM DETAILS & NOTES GEGa° u Planning /Building /Public Works Dept. 2005 SHATTUCK AVENUE SOUTH P nor arE and ,Ppg scvE wxamarAr Sou: 4 ' 7 1 IDIEITIAIIILIS ti H ya `TJ C �T. G C c co O A � rn 0 ,' ^3 w r D I,` -3 W W M It T O O T Q J CL lr O VLJ Fr^— VJ 2W Y U Q U) // EEAOR3 SEEMiEi V T, -WS Y -V b r i I U- LcEav,rwNCaE *E — CYaBNV]6MEa 6 E- PLN VIEW �a PemEAlf4or I {c1wEt4RnlE rRVEaW 4Wif- N]i,n'RNEo i/Y P. "I P WiW N,CV0IW 4VrtEP gORW T— Y rt Y L .aam uENr aFnmrv-rnr wavoeo waaAwounaPNOmu wraeuw -rm auwEP OIPBUDM1IlEn BUnfM / SECDONO � //� GENERAL NOTES: Y 1. The Intent of this design W to facilitate the removal / / of a catch basin win minimal oilme tan. ' of me at. 2. The expansion su roalk shall of the be adjacent sidewalk droll be adjusted Dir sLA . In fine with m u cut mpon.i a1 / .TI. I ISOPET61C VIEW V /' CEMENT CONCRETE CURB S. PLAN - 101.1 DEPARTMEENT NT ID PUBLIC WORKS INSTALLATION AT PP> rD CATCH BASINS 6 0 7 CURB RAMP WIDTH f - a'NON LANDING TO MATCH CURB RAMP WDIH -SEE COUBMI PUNS I LANDING GRADE BREAK LANDING GRA ME CONTRACT PUNS- CURB RAMP DESREAK 4'- D'MIN. CEMENT CONCRETE SIDEYML 6FE CONTRACT PLANS- SEE Rome 6 6 o f- 0•MIN. I TRANSIROtJ TOTH CEMENT CONCRETE 810EwALK- SEE NOTE 6 1 ( y) SEE CONINACT PLANSMIN. 2 MAIL FLMtE iTYP.) , W IS PANSKIN "W (1YP.) -NEE 9a•EXPANSION I CURB PASP � BTANd1RD PLAN F.10.1a .IgNT(TYP.) -9EE I STANDARDPUN FOatO GRADE !1 u,• F IF BREAK TRANSITION TO SID EYMLK RUF ER, GRADE SREAK l PRESENT, OR TO BACK OF CURB (Tor,)- w .. isr_aiivi,e; 1 seacceTNACTPLANS 10.0%IA.1S --'- e' U B%M�P%. ,B f� CURB OR CURB AN TE4 �_- CURB. RB SEE NOTED TIE AND ME - —_T OE7£CTABLf WORMING SURFACE- SEE NOTE4 SEE STANDAMPUW F-N10 FACE OF CURB... _ ' FACE OF CURB MEASURED PARAl1EL F DEPREMEOCURSANDGUTTER- TO tuna mP.) CROSSWAU6 SEE NOTE 4 L NOTES CURB RAMPYADTH W -P MIN. 1, Provide a separate Curb Ramp for each marked or unmarked crosswalk. - LANDING TO MATCH CURB RAMP Curb Ramp klcadon shall be placed within it* width of the associated WIOIH -SEE CONRUCT PUNS crowheral)(or es shown In the Contract Plans. ICEMENTCONCRETE ADE BREAK 2. Wirer s "GRADE BREAK' is called out, the entire length of the grede break between the two adjacent surface planes shall be flush. 3. Do not place Gratklgs, Juncaon Boors, Access Covers, or other appurte- nances nances in front of the Curb Ramp or on any part of the Curb Ramp or SEE CONTRACT PUNS- Lending. V - 0' MIN. A Sao the Contract Plans for the Curb design specified. See Standard Plan BUFFER WIDTH -MATCH TO F -10.12 for Curb, Curb ant Gutter, Depressed Curb and Gutter, and CURB RAMP DEPTH III Pedestrian Curb details. 6. Sea Standard Plan F -30.10 for Cement Concrete Sidewalk details. Sea Contract Plans for wkfth and placement of sidewalk B. The BW Item °Cement Concrete Curb Ramp Type _" does not Include the adjacent Curb, Curb and Gutter, Depressed Curb and Gutter, Pedestrian Curb, Or Sidewalk PEDESTRIAN CURB- 7. The Curb Ramp maximum running slope shall not require the nimp length SEE NOTE 4 to exceed 15-feet to avoid chasing the elope Indefinitely when Connecting `.. �` OEIECTASLE VdWNING SURFACE - to steep grades. When applying the 15 -(Dort ma)dmum length, the running SEE STANDARD PLAN 1- 10 slope of the Curb Ramp shell as Bat as feasible, I^y DEPRESSED CURB AND GLITTER 8. Cub Ramp, Lending, and Flares shall receive broom finish. See CROWARLIK I Standard Specification 8.14. LEGEND -�—� SLOPE IN EITHER DIRECTION PLAN VIEW PLAN VIEW TYPE PERPENDICULAR A TYPE PERPENDICULAR D DETECTASLEWARNING SURFACE- (SHOWN WITH BUFFER) CEMENT CONCRETE SEE STAM)ARD PLAN F.M.10 PEDE9IAUN CURS - 4'-PMWI t4 -PMAY GRADE BREAK SEE NOTE 4 SLOPE TREATMENT- SEE CONRUCT PLANS SEE MOTET COLORER SUCIE- SEE BTANDARDPIAN FS0.10 GRADE BREAK 51ov1 MAX, 2016 MAX. d3Y —i .TOP OF ROADWAY t Ew CURB RAMP [p •. ,. ``• - DEPRESSED CURB AN"0.12 - SEE BTANDARDPUN HO.t2 SECTION OA � OFFS ENGINEERS �yF�� 6 AMOM •pF' 'PGjo- y, GRANTER NW 13932 SOUTHEAST 159TH PLACE :o L OFFE, P.E. RENTON, WASHNNGTON 98058 Z a"" o.L. GFFE. P.E. PHONE: 425- 260 -3412 �o *fh/S��,.' 01CMD, CONTACT: DARRELL OFFS, P.E. F'rSIONAL F'�G 05/28/2014 Nor. REVISION BY DATE APPR Aa" CEMENT CONCRETE CURB RAMP -TYPE PERPETIDIMU RB- PAYUNR- 3- R TYR CURB RADIUS DE-FAIL O ISOMETRIC MEW ISOMETRIC VIEW TYPE PERPENDICULAR A PAY UNIT TYPE PERPENDICULAR SPAY LIMB DETECTABLE WARMING SURFACE - SEE STAMARDPLANF4a10 GUTTER- C eUg,,� 9 4E¢ @2� R-373305 343x3 0o mm �� {; c1c B g018T8& �� gL�i 8 gs70NAL �a0 83ppE6 INa CURB RAMP STANDARD PLAN F-40.15-02 SHEET i OF 1 SHEET APPROVED FOR PUBLICATION Pasco Bakotich EN Ill �wMMW. saw o.PO,Pw orr�.PWa,E. OMMENDED FOR APPROVAL 13 Dater Byl Date, Byl Date, Hyl Date, rE SCALE S Nwo rPN M 171 WI CITY OF SHATTUCK WEST SHORT PLAT 10/2/2013 IKI�MRYI: ova , RENTON ANDREW MICHAEL CONSTRUCTION, LLC DATUM DETAILS & NOTES DURING. . I Planning /Building /Public works Dept. F Xe RE aaH 2005 SHATTUCK AVENUE SOUTH a 4 7 Cc7 rz." ?ads' I DETA I L' D C to `o O I ,, � W W �EXISING ASPHALT 1.0' MIN PAV <MENT . (SEE NOTE 7) & SANCUT (SEE NOTE 2) ARIEmFL SIREEL MINIMUM i ACP Gloss B) y _ (SEE NOTE A 6" CRUSHED ROCK J RSO @ITIAL SiREEi MINIMUM 4' HMA (c, ACP Doss e) (SEE NOTE 1), OVER 6" CRUSHED ROCK NOTES:. 1. MUST MATCH EXISTING THICKNESS IF GREATER. 2. SAwCUT SHALL BE POSITIONED 1' - 0' BEYOND EDGE OF DAMAGED PAVEMENT. 3, THE INTENT CF THIS DESIGN IS TO DESCRIBE PAVEMENT PLACEMENT AT THE CUTTER FACE. SEE STANDARD PLAN FOR CEMENT CONCRETE CURBS. STD. PLAN - 103 PUBLIC WORKS C CURB AND GUTTER P PPRO I D: DEPARTMENT R REPLACEMENT DETAIL +IE U- LcEav,rwNCaE *E — CYaBNV]6MEa 6 E- PLN VIEW �a PemEAlf4or I {c1wEt4RnlE rRVEaW 4Wif- N]i,n'RNEo i/Y P. "I P WiW N,CV0IW 4VrtEP gORW T— Y rt Y L .aam uENr aFnmrv-rnr wavoeo waaAwounaPNOmu wraeuw -rm auwEP OIPBUDM1IlEn BUnfM / SECDONO � //� GENERAL NOTES: Y 1. The Intent of this design W to facilitate the removal / / of a catch basin win minimal oilme tan. ' of me at. 2. The expansion su roalk shall of the be adjacent sidewalk droll be adjusted Dir sLA . In fine with m u cut mpon.i a1 / .TI. I ISOPET61C VIEW V /' CEMENT CONCRETE CURB S. PLAN - 101.1 DEPARTMEENT NT ID PUBLIC WORKS INSTALLATION AT PP> rD CATCH BASINS 6 0 7 CURB RAMP WIDTH f - a'NON LANDING TO MATCH CURB RAMP WDIH -SEE COUBMI PUNS I LANDING GRADE BREAK LANDING GRA ME CONTRACT PUNS- CURB RAMP DESREAK 4'- D'MIN. CEMENT CONCRETE SIDEYML 6FE CONTRACT PLANS- SEE Rome 6 6 o f- 0•MIN. I TRANSIROtJ TOTH CEMENT CONCRETE 810EwALK- SEE NOTE 6 1 ( y) SEE CONINACT PLANSMIN. 2 MAIL FLMtE iTYP.) , W IS PANSKIN "W (1YP.) -NEE 9a•EXPANSION I CURB PASP � BTANd1RD PLAN F.10.1a .IgNT(TYP.) -9EE I STANDARDPUN FOatO GRADE !1 u,• F IF BREAK TRANSITION TO SID EYMLK RUF ER, GRADE SREAK l PRESENT, OR TO BACK OF CURB (Tor,)- w .. isr_aiivi,e; 1 seacceTNACTPLANS 10.0%IA.1S --'- e' U B%M�P%. ,B f� CURB OR CURB AN TE4 �_- CURB. RB SEE NOTED TIE AND ME - —_T OE7£CTABLf WORMING SURFACE- SEE NOTE4 SEE STANDAMPUW F-N10 FACE OF CURB... _ ' FACE OF CURB MEASURED PARAl1EL F DEPREMEOCURSANDGUTTER- TO tuna mP.) CROSSWAU6 SEE NOTE 4 L NOTES CURB RAMPYADTH W -P MIN. 1, Provide a separate Curb Ramp for each marked or unmarked crosswalk. - LANDING TO MATCH CURB RAMP Curb Ramp klcadon shall be placed within it* width of the associated WIOIH -SEE CONRUCT PUNS crowheral)(or es shown In the Contract Plans. ICEMENTCONCRETE ADE BREAK 2. Wirer s "GRADE BREAK' is called out, the entire length of the grede break between the two adjacent surface planes shall be flush. 3. Do not place Gratklgs, Juncaon Boors, Access Covers, or other appurte- nances nances in front of the Curb Ramp or on any part of the Curb Ramp or SEE CONTRACT PUNS- Lending. V - 0' MIN. A Sao the Contract Plans for the Curb design specified. See Standard Plan BUFFER WIDTH -MATCH TO F -10.12 for Curb, Curb ant Gutter, Depressed Curb and Gutter, and CURB RAMP DEPTH III Pedestrian Curb details. 6. Sea Standard Plan F -30.10 for Cement Concrete Sidewalk details. Sea Contract Plans for wkfth and placement of sidewalk B. The BW Item °Cement Concrete Curb Ramp Type _" does not Include the adjacent Curb, Curb and Gutter, Depressed Curb and Gutter, Pedestrian Curb, Or Sidewalk PEDESTRIAN CURB- 7. The Curb Ramp maximum running slope shall not require the nimp length SEE NOTE 4 to exceed 15-feet to avoid chasing the elope Indefinitely when Connecting `.. �` OEIECTASLE VdWNING SURFACE - to steep grades. When applying the 15 -(Dort ma)dmum length, the running SEE STANDARD PLAN 1- 10 slope of the Curb Ramp shell as Bat as feasible, I^y DEPRESSED CURB AND GLITTER 8. Cub Ramp, Lending, and Flares shall receive broom finish. See CROWARLIK I Standard Specification 8.14. LEGEND -�—� SLOPE IN EITHER DIRECTION PLAN VIEW PLAN VIEW TYPE PERPENDICULAR A TYPE PERPENDICULAR D DETECTASLEWARNING SURFACE- (SHOWN WITH BUFFER) CEMENT CONCRETE SEE STAM)ARD PLAN F.M.10 PEDE9IAUN CURS - 4'-PMWI t4 -PMAY GRADE BREAK SEE NOTE 4 SLOPE TREATMENT- SEE CONRUCT PLANS SEE MOTET COLORER SUCIE- SEE BTANDARDPIAN FS0.10 GRADE BREAK 51ov1 MAX, 2016 MAX. d3Y —i .TOP OF ROADWAY t Ew CURB RAMP [p •. ,. ``• - DEPRESSED CURB AN"0.12 - SEE BTANDARDPUN HO.t2 SECTION OA � OFFS ENGINEERS �yF�� 6 AMOM •pF' 'PGjo- y, GRANTER NW 13932 SOUTHEAST 159TH PLACE :o L OFFE, P.E. RENTON, WASHNNGTON 98058 Z a"" o.L. GFFE. P.E. PHONE: 425- 260 -3412 �o *fh/S��,.' 01CMD, CONTACT: DARRELL OFFS, P.E. F'rSIONAL F'�G 05/28/2014 Nor. REVISION BY DATE APPR Aa" CEMENT CONCRETE CURB RAMP -TYPE PERPETIDIMU RB- PAYUNR- 3- R TYR CURB RADIUS DE-FAIL O ISOMETRIC MEW ISOMETRIC VIEW TYPE PERPENDICULAR A PAY UNIT TYPE PERPENDICULAR SPAY LIMB DETECTABLE WARMING SURFACE - SEE STAMARDPLANF4a10 GUTTER- C eUg,,� 9 4E¢ @2� R-373305 343x3 0o mm �� {; c1c B g018T8& �� gL�i 8 gs70NAL �a0 83ppE6 INa CURB RAMP STANDARD PLAN F-40.15-02 SHEET i OF 1 SHEET APPROVED FOR PUBLICATION Pasco Bakotich EN Ill �wMMW. saw o.PO,Pw orr�.PWa,E. OMMENDED FOR APPROVAL 13 Dater Byl Date, Byl Date, Hyl Date, rE SCALE S Nwo rPN M 171 WI CITY OF SHATTUCK WEST SHORT PLAT 10/2/2013 IKI�MRYI: ova , RENTON ANDREW MICHAEL CONSTRUCTION, LLC DATUM DETAILS & NOTES DURING. . I Planning /Building /Public works Dept. F Xe RE aaH 2005 SHATTUCK AVENUE SOUTH a 4 7 Cc7 rz." ?ads' I DETA I L' D C to `o O I ,, � W W 0 7 CURB RAMP WIDTH f - a'NON LANDING TO MATCH CURB RAMP WDIH -SEE COUBMI PUNS I LANDING GRADE BREAK LANDING GRA ME CONTRACT PUNS- CURB RAMP DESREAK 4'- D'MIN. CEMENT CONCRETE SIDEYML 6FE CONTRACT PLANS- SEE Rome 6 6 o f- 0•MIN. I TRANSIROtJ TOTH CEMENT CONCRETE 810EwALK- SEE NOTE 6 1 ( y) SEE CONINACT PLANSMIN. 2 MAIL FLMtE iTYP.) , W IS PANSKIN "W (1YP.) -NEE 9a•EXPANSION I CURB PASP � BTANd1RD PLAN F.10.1a .IgNT(TYP.) -9EE I STANDARDPUN FOatO GRADE !1 u,• F IF BREAK TRANSITION TO SID EYMLK RUF ER, GRADE SREAK l PRESENT, OR TO BACK OF CURB (Tor,)- w .. isr_aiivi,e; 1 seacceTNACTPLANS 10.0%IA.1S --'- e' U B%M�P%. ,B f� CURB OR CURB AN TE4 �_- CURB. RB SEE NOTED TIE AND ME - —_T OE7£CTABLf WORMING SURFACE- SEE NOTE4 SEE STANDAMPUW F-N10 FACE OF CURB... _ ' FACE OF CURB MEASURED PARAl1EL F DEPREMEOCURSANDGUTTER- TO tuna mP.) CROSSWAU6 SEE NOTE 4 L NOTES CURB RAMPYADTH W -P MIN. 1, Provide a separate Curb Ramp for each marked or unmarked crosswalk. - LANDING TO MATCH CURB RAMP Curb Ramp klcadon shall be placed within it* width of the associated WIOIH -SEE CONRUCT PUNS crowheral)(or es shown In the Contract Plans. ICEMENTCONCRETE ADE BREAK 2. Wirer s "GRADE BREAK' is called out, the entire length of the grede break between the two adjacent surface planes shall be flush. 3. Do not place Gratklgs, Juncaon Boors, Access Covers, or other appurte- nances nances in front of the Curb Ramp or on any part of the Curb Ramp or SEE CONTRACT PUNS- Lending. V - 0' MIN. A Sao the Contract Plans for the Curb design specified. See Standard Plan BUFFER WIDTH -MATCH TO F -10.12 for Curb, Curb ant Gutter, Depressed Curb and Gutter, and CURB RAMP DEPTH III Pedestrian Curb details. 6. Sea Standard Plan F -30.10 for Cement Concrete Sidewalk details. Sea Contract Plans for wkfth and placement of sidewalk B. The BW Item °Cement Concrete Curb Ramp Type _" does not Include the adjacent Curb, Curb and Gutter, Depressed Curb and Gutter, Pedestrian Curb, Or Sidewalk PEDESTRIAN CURB- 7. The Curb Ramp maximum running slope shall not require the nimp length SEE NOTE 4 to exceed 15-feet to avoid chasing the elope Indefinitely when Connecting `.. �` OEIECTASLE VdWNING SURFACE - to steep grades. When applying the 15 -(Dort ma)dmum length, the running SEE STANDARD PLAN 1- 10 slope of the Curb Ramp shell as Bat as feasible, I^y DEPRESSED CURB AND GLITTER 8. Cub Ramp, Lending, and Flares shall receive broom finish. See CROWARLIK I Standard Specification 8.14. LEGEND -�—� SLOPE IN EITHER DIRECTION PLAN VIEW PLAN VIEW TYPE PERPENDICULAR A TYPE PERPENDICULAR D DETECTASLEWARNING SURFACE- (SHOWN WITH BUFFER) CEMENT CONCRETE SEE STAM)ARD PLAN F.M.10 PEDE9IAUN CURS - 4'-PMWI t4 -PMAY GRADE BREAK SEE NOTE 4 SLOPE TREATMENT- SEE CONRUCT PLANS SEE MOTET COLORER SUCIE- SEE BTANDARDPIAN FS0.10 GRADE BREAK 51ov1 MAX, 2016 MAX. d3Y —i .TOP OF ROADWAY t Ew CURB RAMP [p •. ,. ``• - DEPRESSED CURB AN"0.12 - SEE BTANDARDPUN HO.t2 SECTION OA � OFFS ENGINEERS �yF�� 6 AMOM •pF' 'PGjo- y, GRANTER NW 13932 SOUTHEAST 159TH PLACE :o L OFFE, P.E. RENTON, WASHNNGTON 98058 Z a"" o.L. GFFE. P.E. PHONE: 425- 260 -3412 �o *fh/S��,.' 01CMD, CONTACT: DARRELL OFFS, P.E. F'rSIONAL F'�G 05/28/2014 Nor. REVISION BY DATE APPR Aa" CEMENT CONCRETE CURB RAMP -TYPE PERPETIDIMU RB- PAYUNR- 3- R TYR CURB RADIUS DE-FAIL O ISOMETRIC MEW ISOMETRIC VIEW TYPE PERPENDICULAR A PAY UNIT TYPE PERPENDICULAR SPAY LIMB DETECTABLE WARMING SURFACE - SEE STAMARDPLANF4a10 GUTTER- C eUg,,� 9 4E¢ @2� R-373305 343x3 0o mm �� {; c1c B g018T8& �� gL�i 8 gs70NAL �a0 83ppE6 INa CURB RAMP STANDARD PLAN F-40.15-02 SHEET i OF 1 SHEET APPROVED FOR PUBLICATION Pasco Bakotich EN Ill �wMMW. saw o.PO,Pw orr�.PWa,E. OMMENDED FOR APPROVAL 13 Dater Byl Date, Byl Date, Hyl Date, rE SCALE S Nwo rPN M 171 WI CITY OF SHATTUCK WEST SHORT PLAT 10/2/2013 IKI�MRYI: ova , RENTON ANDREW MICHAEL CONSTRUCTION, LLC DATUM DETAILS & NOTES DURING. . I Planning /Building /Public works Dept. F Xe RE aaH 2005 SHATTUCK AVENUE SOUTH a 4 7 Cc7 rz." ?ads' I DETA I L' D C to `o O I ,, � W W BREAK TRANSITION TO SID EYMLK RUF ER, GRADE SREAK l PRESENT, OR TO BACK OF CURB (Tor,)- w .. isr_aiivi,e; 1 seacceTNACTPLANS 10.0%IA.1S --'- e' U B%M�P%. ,B f� CURB OR CURB AN TE4 �_- CURB. RB SEE NOTED TIE AND ME - —_T OE7£CTABLf WORMING SURFACE- SEE NOTE4 SEE STANDAMPUW F-N10 FACE OF CURB... _ ' FACE OF CURB MEASURED PARAl1EL F DEPREMEOCURSANDGUTTER- TO tuna mP.) CROSSWAU6 SEE NOTE 4 L NOTES CURB RAMPYADTH W -P MIN. 1, Provide a separate Curb Ramp for each marked or unmarked crosswalk. - LANDING TO MATCH CURB RAMP Curb Ramp klcadon shall be placed within it* width of the associated WIOIH -SEE CONRUCT PUNS crowheral)(or es shown In the Contract Plans. ICEMENTCONCRETE ADE BREAK 2. Wirer s "GRADE BREAK' is called out, the entire length of the grede break between the two adjacent surface planes shall be flush. 3. Do not place Gratklgs, Juncaon Boors, Access Covers, or other appurte- nances nances in front of the Curb Ramp or on any part of the Curb Ramp or SEE CONTRACT PUNS- Lending. V - 0' MIN. A Sao the Contract Plans for the Curb design specified. See Standard Plan BUFFER WIDTH -MATCH TO F -10.12 for Curb, Curb ant Gutter, Depressed Curb and Gutter, and CURB RAMP DEPTH III Pedestrian Curb details. 6. Sea Standard Plan F -30.10 for Cement Concrete Sidewalk details. Sea Contract Plans for wkfth and placement of sidewalk B. The BW Item °Cement Concrete Curb Ramp Type _" does not Include the adjacent Curb, Curb and Gutter, Depressed Curb and Gutter, Pedestrian Curb, Or Sidewalk PEDESTRIAN CURB- 7. The Curb Ramp maximum running slope shall not require the nimp length SEE NOTE 4 to exceed 15-feet to avoid chasing the elope Indefinitely when Connecting `.. �` OEIECTASLE VdWNING SURFACE - to steep grades. When applying the 15 -(Dort ma)dmum length, the running SEE STANDARD PLAN 1- 10 slope of the Curb Ramp shell as Bat as feasible, I^y DEPRESSED CURB AND GLITTER 8. Cub Ramp, Lending, and Flares shall receive broom finish. See CROWARLIK I Standard Specification 8.14. LEGEND -�—� SLOPE IN EITHER DIRECTION PLAN VIEW PLAN VIEW TYPE PERPENDICULAR A TYPE PERPENDICULAR D DETECTASLEWARNING SURFACE- (SHOWN WITH BUFFER) CEMENT CONCRETE SEE STAM)ARD PLAN F.M.10 PEDE9IAUN CURS - 4'-PMWI t4 -PMAY GRADE BREAK SEE NOTE 4 SLOPE TREATMENT- SEE CONRUCT PLANS SEE MOTET COLORER SUCIE- SEE BTANDARDPIAN FS0.10 GRADE BREAK 51ov1 MAX, 2016 MAX. d3Y —i .TOP OF ROADWAY t Ew CURB RAMP [p •. ,. ``• - DEPRESSED CURB AN"0.12 - SEE BTANDARDPUN HO.t2 SECTION OA � OFFS ENGINEERS �yF�� 6 AMOM •pF' 'PGjo- y, GRANTER NW 13932 SOUTHEAST 159TH PLACE :o L OFFE, P.E. RENTON, WASHNNGTON 98058 Z a"" o.L. GFFE. P.E. PHONE: 425- 260 -3412 �o *fh/S��,.' 01CMD, CONTACT: DARRELL OFFS, P.E. F'rSIONAL F'�G 05/28/2014 Nor. REVISION BY DATE APPR Aa" CEMENT CONCRETE CURB RAMP -TYPE PERPETIDIMU RB- PAYUNR- 3- R TYR CURB RADIUS DE-FAIL O ISOMETRIC MEW ISOMETRIC VIEW TYPE PERPENDICULAR A PAY UNIT TYPE PERPENDICULAR SPAY LIMB DETECTABLE WARMING SURFACE - SEE STAMARDPLANF4a10 GUTTER- C eUg,,� 9 4E¢ @2� R-373305 343x3 0o mm �� {; c1c B g018T8& �� gL�i 8 gs70NAL �a0 83ppE6 INa CURB RAMP STANDARD PLAN F-40.15-02 SHEET i OF 1 SHEET APPROVED FOR PUBLICATION Pasco Bakotich EN Ill �wMMW. saw o.PO,Pw orr�.PWa,E. OMMENDED FOR APPROVAL 13 Dater Byl Date, Byl Date, Hyl Date, rE SCALE S Nwo rPN M 171 WI CITY OF SHATTUCK WEST SHORT PLAT 10/2/2013 IKI�MRYI: ova , RENTON ANDREW MICHAEL CONSTRUCTION, LLC DATUM DETAILS & NOTES DURING. . I Planning /Building /Public works Dept. F Xe RE aaH 2005 SHATTUCK AVENUE SOUTH a 4 7 Cc7 rz." ?ads' I DETA I L' D C to `o O I ,, � W W NOTES CURB RAMPYADTH W -P MIN. 1, Provide a separate Curb Ramp for each marked or unmarked crosswalk. - LANDING TO MATCH CURB RAMP Curb Ramp klcadon shall be placed within it* width of the associated WIOIH -SEE CONRUCT PUNS crowheral)(or es shown In the Contract Plans. ICEMENTCONCRETE ADE BREAK 2. Wirer s "GRADE BREAK' is called out, the entire length of the grede break between the two adjacent surface planes shall be flush. 3. Do not place Gratklgs, Juncaon Boors, Access Covers, or other appurte- nances nances in front of the Curb Ramp or on any part of the Curb Ramp or SEE CONTRACT PUNS- Lending. V - 0' MIN. A Sao the Contract Plans for the Curb design specified. See Standard Plan BUFFER WIDTH -MATCH TO F -10.12 for Curb, Curb ant Gutter, Depressed Curb and Gutter, and CURB RAMP DEPTH III Pedestrian Curb details. 6. Sea Standard Plan F -30.10 for Cement Concrete Sidewalk details. Sea Contract Plans for wkfth and placement of sidewalk B. The BW Item °Cement Concrete Curb Ramp Type _" does not Include the adjacent Curb, Curb and Gutter, Depressed Curb and Gutter, Pedestrian Curb, Or Sidewalk PEDESTRIAN CURB- 7. The Curb Ramp maximum running slope shall not require the nimp length SEE NOTE 4 to exceed 15-feet to avoid chasing the elope Indefinitely when Connecting `.. �` OEIECTASLE VdWNING SURFACE - to steep grades. When applying the 15 -(Dort ma)dmum length, the running SEE STANDARD PLAN 1- 10 slope of the Curb Ramp shell as Bat as feasible, I^y DEPRESSED CURB AND GLITTER 8. Cub Ramp, Lending, and Flares shall receive broom finish. See CROWARLIK I Standard Specification 8.14. LEGEND -�—� SLOPE IN EITHER DIRECTION PLAN VIEW PLAN VIEW TYPE PERPENDICULAR A TYPE PERPENDICULAR D DETECTASLEWARNING SURFACE- (SHOWN WITH BUFFER) CEMENT CONCRETE SEE STAM)ARD PLAN F.M.10 PEDE9IAUN CURS - 4'-PMWI t4 -PMAY GRADE BREAK SEE NOTE 4 SLOPE TREATMENT- SEE CONRUCT PLANS SEE MOTET COLORER SUCIE- SEE BTANDARDPIAN FS0.10 GRADE BREAK 51ov1 MAX, 2016 MAX. d3Y —i .TOP OF ROADWAY t Ew CURB RAMP [p •. ,. ``• - DEPRESSED CURB AN"0.12 - SEE BTANDARDPUN HO.t2 SECTION OA � OFFS ENGINEERS �yF�� 6 AMOM •pF' 'PGjo- y, GRANTER NW 13932 SOUTHEAST 159TH PLACE :o L OFFE, P.E. RENTON, WASHNNGTON 98058 Z a"" o.L. GFFE. P.E. PHONE: 425- 260 -3412 �o *fh/S��,.' 01CMD, CONTACT: DARRELL OFFS, P.E. F'rSIONAL F'�G 05/28/2014 Nor. REVISION BY DATE APPR Aa" CEMENT CONCRETE CURB RAMP -TYPE PERPETIDIMU RB- PAYUNR- 3- R TYR CURB RADIUS DE-FAIL O ISOMETRIC MEW ISOMETRIC VIEW TYPE PERPENDICULAR A PAY UNIT TYPE PERPENDICULAR SPAY LIMB DETECTABLE WARMING SURFACE - SEE STAMARDPLANF4a10 GUTTER- C eUg,,� 9 4E¢ @2� R-373305 343x3 0o mm �� {; c1c B g018T8& �� gL�i 8 gs70NAL �a0 83ppE6 INa CURB RAMP STANDARD PLAN F-40.15-02 SHEET i OF 1 SHEET APPROVED FOR PUBLICATION Pasco Bakotich EN Ill �wMMW. saw o.PO,Pw orr�.PWa,E. OMMENDED FOR APPROVAL 13 Dater Byl Date, Byl Date, Hyl Date, rE SCALE S Nwo rPN M 171 WI CITY OF SHATTUCK WEST SHORT PLAT 10/2/2013 IKI�MRYI: ova , RENTON ANDREW MICHAEL CONSTRUCTION, LLC DATUM DETAILS & NOTES DURING. . I Planning /Building /Public works Dept. F Xe RE aaH 2005 SHATTUCK AVENUE SOUTH a 4 7 Cc7 rz." ?ads' I DETA I L' D C to `o O I ,, � W W `.. �` OEIECTASLE VdWNING SURFACE - to steep grades. When applying the 15 -(Dort ma)dmum length, the running SEE STANDARD PLAN 1- 10 slope of the Curb Ramp shell as Bat as feasible, I^y DEPRESSED CURB AND GLITTER 8. Cub Ramp, Lending, and Flares shall receive broom finish. See CROWARLIK I Standard Specification 8.14. LEGEND -�—� SLOPE IN EITHER DIRECTION PLAN VIEW PLAN VIEW TYPE PERPENDICULAR A TYPE PERPENDICULAR D DETECTASLEWARNING SURFACE- (SHOWN WITH BUFFER) CEMENT CONCRETE SEE STAM)ARD PLAN F.M.10 PEDE9IAUN CURS - 4'-PMWI t4 -PMAY GRADE BREAK SEE NOTE 4 SLOPE TREATMENT- SEE CONRUCT PLANS SEE MOTET COLORER SUCIE- SEE BTANDARDPIAN FS0.10 GRADE BREAK 51ov1 MAX, 2016 MAX. d3Y —i .TOP OF ROADWAY t Ew CURB RAMP [p •. ,. ``• - DEPRESSED CURB AN"0.12 - SEE BTANDARDPUN HO.t2 SECTION OA � OFFS ENGINEERS �yF�� 6 AMOM •pF' 'PGjo- y, GRANTER NW 13932 SOUTHEAST 159TH PLACE :o L OFFE, P.E. RENTON, WASHNNGTON 98058 Z a"" o.L. GFFE. P.E. PHONE: 425- 260 -3412 �o *fh/S��,.' 01CMD, CONTACT: DARRELL OFFS, P.E. F'rSIONAL F'�G 05/28/2014 Nor. REVISION BY DATE APPR Aa" CEMENT CONCRETE CURB RAMP -TYPE PERPETIDIMU RB- PAYUNR- 3- R TYR CURB RADIUS DE-FAIL O ISOMETRIC MEW ISOMETRIC VIEW TYPE PERPENDICULAR A PAY UNIT TYPE PERPENDICULAR SPAY LIMB DETECTABLE WARMING SURFACE - SEE STAMARDPLANF4a10 GUTTER- C eUg,,� 9 4E¢ @2� R-373305 343x3 0o mm �� {; c1c B g018T8& �� gL�i 8 gs70NAL �a0 83ppE6 INa CURB RAMP STANDARD PLAN F-40.15-02 SHEET i OF 1 SHEET APPROVED FOR PUBLICATION Pasco Bakotich EN Ill �wMMW. saw o.PO,Pw orr�.PWa,E. OMMENDED FOR APPROVAL 13 Dater Byl Date, Byl Date, Hyl Date, rE SCALE S Nwo rPN M 171 WI CITY OF SHATTUCK WEST SHORT PLAT 10/2/2013 IKI�MRYI: ova , RENTON ANDREW MICHAEL CONSTRUCTION, LLC DATUM DETAILS & NOTES DURING. . I Planning /Building /Public works Dept. F Xe RE aaH 2005 SHATTUCK AVENUE SOUTH a 4 7 Cc7 rz." ?ads' I DETA I L' D C to `o O I ,, � W W � OFFS ENGINEERS �yF�� 6 AMOM •pF' 'PGjo- y, GRANTER NW 13932 SOUTHEAST 159TH PLACE :o L OFFE, P.E. RENTON, WASHNNGTON 98058 Z a"" o.L. GFFE. P.E. PHONE: 425- 260 -3412 �o *fh/S��,.' 01CMD, CONTACT: DARRELL OFFS, P.E. F'rSIONAL F'�G 05/28/2014 Nor. REVISION BY DATE APPR Aa" CEMENT CONCRETE CURB RAMP -TYPE PERPETIDIMU RB- PAYUNR- 3- R TYR CURB RADIUS DE-FAIL O ISOMETRIC MEW ISOMETRIC VIEW TYPE PERPENDICULAR A PAY UNIT TYPE PERPENDICULAR SPAY LIMB DETECTABLE WARMING SURFACE - SEE STAMARDPLANF4a10 GUTTER- C eUg,,� 9 4E¢ @2� R-373305 343x3 0o mm �� {; c1c B g018T8& �� gL�i 8 gs70NAL �a0 83ppE6 INa CURB RAMP STANDARD PLAN F-40.15-02 SHEET i OF 1 SHEET APPROVED FOR PUBLICATION Pasco Bakotich EN Ill �wMMW. saw o.PO,Pw orr�.PWa,E. OMMENDED FOR APPROVAL 13 Dater Byl Date, Byl Date, Hyl Date, rE SCALE S Nwo rPN M 171 WI CITY OF SHATTUCK WEST SHORT PLAT 10/2/2013 IKI�MRYI: ova , RENTON ANDREW MICHAEL CONSTRUCTION, LLC DATUM DETAILS & NOTES DURING. . I Planning /Building /Public works Dept. F Xe RE aaH 2005 SHATTUCK AVENUE SOUTH a 4 7 Cc7 rz." ?ads' I DETA I L' D C to `o O I ,, � W W rE SCALE S Nwo rPN M 171 WI CITY OF SHATTUCK WEST SHORT PLAT 10/2/2013 IKI�MRYI: ova , RENTON ANDREW MICHAEL CONSTRUCTION, LLC DATUM DETAILS & NOTES DURING. . I Planning /Building /Public works Dept. F Xe RE aaH 2005 SHATTUCK AVENUE SOUTH a 4 7 Cc7 rz." ?ads' I DETA I L' D C to `o O I ,, � W W 0 PORTION OF THE S. W. 114, S. E. 114, SECTION 19, TWP. 23 N., RGE. 5 E., W.M. CITY OF RENTON, KNG COUNTY, WASHINGTON I 6 z w 0 U ~ Q U' J Z a = 2 � O N SSMH SSMH FOUND MON. IN CASE ki M = 161.40 RIM= 154.14 (VISITED 8/2013) (( (( 0.07' NORTH Z = 151.44(SE)S) INV = 151.09(2)) 0.04' WEST R M H154.75 '' O CB 1443412"W RIM= 153.66 ( ) Z � INV = 148.76(12'2) `RIM= 153.12 INV = 144.24(15"2) LJ.1 INV= 148.61(12 "S / INV= 149.96(12'W) APPROXIMATE STORM o e. �MVAULT LOCATON O [. ©F F 0 !n W K 6 z NOTE: THE UNDERGROUND UTILITIES SHOWN HEREON ARE BASED UPON EXISTING AS -BUILT DRAWINGS, AND ARE NOT GUARANTEED TO BE CORRECT, NOR ALL INCLUSIVE. ALL UTILITIES MUST BE VERIFIED PRIOR TO CONSTRUCTION. CALL 1- 800 - 424 -5555 FOR UTILITY LOCATORS 0940 EXL4THTG HOUSE 1 m ` m ` I , \ \ \ 0 8X19TIHG \\ I HOUSE ml \ I J 0250 ` 138IHfRTG ` \\ HOUSE Irm 2 'Z'�DS 2 ADS S 20TH PL7 =- 'G VAULT ACCESS VAULT ACCE RIM = 153.63 r, RIM = 154.42 VAULT ACCESS -rO RIM = 153.49 `�, 1 1 Z 00 0 °z m 0 0 of I- 3'0 w w1 2Q L� r W jW S 88'31'26- E 150.00;• CONC. WALK,- 4 L $ D v€ 166 ____ �m �E y 11 \ -' ® C Om ^roe a� O [. ©F F 0 !n W K 6 z NOTE: THE UNDERGROUND UTILITIES SHOWN HEREON ARE BASED UPON EXISTING AS -BUILT DRAWINGS, AND ARE NOT GUARANTEED TO BE CORRECT, NOR ALL INCLUSIVE. ALL UTILITIES MUST BE VERIFIED PRIOR TO CONSTRUCTION. CALL 1- 800 - 424 -5555 FOR UTILITY LOCATORS 0940 EXL4THTG HOUSE 1 m ` m ` I , \ \ \ 0 8X19TIHG \\ I HOUSE ml \ I J 0250 ` 138IHfRTG ` \\ HOUSE Irm 2 'Z'�DS 2 ADS S 20TH PL7 =- 'G VAULT ACCESS VAULT ACCE RIM = 153.63 r, RIM = 154.42 VAULT ACCESS -rO RIM = 153.49 \ FENCE ` 7-0.6' S 0.1' E N W31-26 W 1 rT r? a rev 'N m FOUND IRC X10381 0.12' S 0.02' E - 162 SHED1 `�, 12" ADS a 8$ DI $ a - - o I n 12' S w w1 SHED\ SHED WATER LINE S 88'31'26- E 150.00;• CONC. WALK,- 4 L 15- ADS A 166 ____ 73.00' \ -' WATER METER YY ^roe 161 __ ____- _____- __________ ---------- -12Y' _ . $10381 ` Q 0.03' E FO#UI FENCE 160 LIGHT POST 0420 RIM = 153.15 O,( 011 �. - I66 INV =149.57(12-W) 0.( E POWER VAULT/TRANSFORMER CB TT -- \r \ RIM = 153.51 Ijl ----- - -- SECTION CORNER ` INV= 148.79(12.9� QUARTER CORNER - FOUND MON. IN CASE INV = 148.73(12 -N) - FOUND PROP. COR. AS NOTED • - ` -50.00 INV= 155.79(12 -NE)- SPOT ELEVATION O ` 111 r E F z 03 a a fn \ W O to 0 FOUND IRC`\ r #10381 \ `_- mm 0.53' N� -- 160 - - INV \ .0.05' `157.44 V2 \ FENCE ` 7-0.6' S 0.1' E N W31-26 W 1 rT r? a rev 'N m FOUND IRC X10381 0.12' S 0.02' E - 162 SHED1 `�, SHED 1.8'W, ` STORM SEWER o I n Cj w w1 SHED\ SHED WATER LINE `,8.9' W . - 4 L 15- ADS A J - 73.00' \ -' WATER METER YY ^roe 20' roe FOUND IRC CATCH BASIN O $10381 FENCE Q 0.03' E 0.5' S IEC - LIGHT POST 0420 381 ' ". FOUND IRC 110381 _ 0.44' N 0.05' E O 4om ti - CQ Z SO _W STORM SEWER o I n Cj w w1 W I WATER LINE - i 15- ADS A J - b in ti x WATER METER YY 20 W, 20' - CATCH BASIN O - MANHOLE Q - UTILITY POLE IEC - LIGHT POST b 381 GUY ANCHOR 4 - SIGN ® - POWER VAULT/TRANSFORMER m TT TELE/TV PEDESTAL Oi FOUND IRC 110381 _ 0.44' N 0.05' E O 4om ti -S 22ND PL CITY OF RENTON CONTROL NETWORK POINT #476 N: 173226.5859 E: 1299294.163 RIM= 154.84 INV = 144.62 12 -SW) INV = 144.40 15"W) INV = 144.40 15 "N RIM = 159.63 INV=154.06(S) INV= 154.06((2)) INV= 153.96 N Nm r S $q N J RIII M = 15963 = 18.28 12 -NE) 18 N158. 6 "NW) FOUND MON. IN CASE (VISITED 8/2013) CITY OF RENTON CONTROL NETWORK POINT #230 N: 170575.4265 E: 1300542.747 N 79'05.17, W _ �1_ 1 N A- I 1" = 20' 0 20' 40' BASIS OF BEARINGS IS LOT LINE ADJUSTMENT RED. No. 20020709900001 TAX PARCEL No. 7222000422 TOTAL SITE NtFA- 15,202 S.F. OR 0.35 ACRES SS - ¢ I SO - STORM SEWER o I n Cj w w1 W I WATER LINE - 4I E-1-1 �I WATER VALVE ® x WATER METER YY 20 W, 20' -S 22ND PL CITY OF RENTON CONTROL NETWORK POINT #476 N: 173226.5859 E: 1299294.163 RIM= 154.84 INV = 144.62 12 -SW) INV = 144.40 15"W) INV = 144.40 15 "N RIM = 159.63 INV=154.06(S) INV= 154.06((2)) INV= 153.96 N Nm r S $q N J RIII M = 15963 = 18.28 12 -NE) 18 N158. 6 "NW) FOUND MON. IN CASE (VISITED 8/2013) CITY OF RENTON CONTROL NETWORK POINT #230 N: 170575.4265 E: 1300542.747 N 79'05.17, W _ �1_ 1 N A- I 1" = 20' 0 20' 40' BASIS OF BEARINGS IS LOT LINE ADJUSTMENT RED. No. 20020709900001 TAX PARCEL No. 7222000422 TOTAL SITE NtFA- 15,202 S.F. OR 0.35 ACRES SS - SANITARY SEWER SO - STORM SEWER G - GAS UNE W - WATER LINE - GAS VALVE ® - WATER VALVE ® - WATER METER YY - FIRE HYDRANT - CATCH BASIN O - MANHOLE Q - UTILITY POLE x - LIGHT POST b - GUY ANCHOR 4 - SIGN ® - POWER VAULT/TRANSFORMER m - TELE/TV PEDESTAL Oi - PARKING METER Ijl - SECTION CORNER Z - QUARTER CORNER - FOUND MON. IN CASE 0 - FOUND PROP. COR. AS NOTED • - SET 1/2- I.R. W /CAP {21464 -50.00 - SPOT ELEVATION VERTICAL DATUM: NAVD 1988 CITY OF RENTON CONTROL POINT /230 FOUND A COPPER TACK IN LEAD ON A CONCRETE POST MONUMENT DOWN 0.5' IN A MONUMENT CASE AT THE CONSTRUCTED CENTER OF A CUL -DE -SAC ON THE EAST END OF S 23RD STREET. WEST OF BENSON DRIVE SE. NEAR THE NORTHEAST CORNER OF TEASDALE PARK. ELEVATION - 230.754 FEET SURVEY MEETS OR EXCEEDS THE REQUIREMENTS OF WAD 332 - 130 -090. EQUIPMENT USED: 5- TOTAL STATION. SURVEY METHOD: FIELD TRAVERSE RELATIVE POSITIONAL TOLERANCE OF SET CORNERS +/ -0.1' R- 313306 NOTE: THIS SURVEY WAS DONE WITHOUT THE BENEFIT OF A CURRENT TITLE REPORT AND DOES NOT PURPORT TO SHOW ANY EASEMENTS WHICH MAY AFFECT THE SUBJECT PROPERTY. JOB NUMBER 21312 �y a C n G ` f�T � 0 w > W M V Zm P4 z a E. II 4! E O z�a Z_ T P4 z" F a" � I m x m m o z JOB NUMBER 21312 �y a C n G ` f�T � 0 w > W M P4 z a LIM E O Z_ P4 F a" � I m z m m o z �I ai a 0 F F U p W z [z� �1 O z 111 E' E F z 03 a a fn W O to 0 U V2 JOB NUMBER 21312 �y a C n G ` f�T � 0 w > W M O m m m �o JOB NUMBER 21312 �y a C n G ` f�T � 0 w > W