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I I I I a� X z 0 C' z Y J Q m a U 1n n N 0 N 0 E a� 0 0 a a I N 0 I Ln Ln 0 i 0 L Ln Lc) 0 co 0') co 0 W INSTALL 4' HIGH BLACK VINYL CHAIN LINK FENCE PER WSDOT i STD PLAN L-20.10-03 ON TOP OF TRAFFIC BARRIER. TRAFFIC BARRIER DESIGNED PER Q RETAINING WALL PLANS. � w z z u Q cL w O 20' MAX HIGH 0- 0-RETAINING REINFORCED CONCRETE WALL Q Q J J Q - - - EX GRADE 26.5' 5' 2' ± 13' WALK w z Q 2'-8" a_ 0. 5' VERTICAL CONC. MIN. CURB & GUTTER 2% 45 w WALL TOE \i�\\ J 4" THICK CEMENT 1.33' WALL CONCRETE SIDEWALK WITH 4" CRUSHED ROCK BASE. WALK TO BE EXTENDED AND POURED FLUSH WITH TRAFFIC BARRIER. 53' R/W 1 113 ASBUILT ROAD SECTIONS FOR ALL UlM AT TIFFANY PARK PTN OF THE W1/2 & SE1/4 OF THE SE1/4 AND PTN OF THE NE1/4, OF THE SW1/4 OF SEC. 21, TWP. 23 N., RGE 5 EAST, W. M. CITY OF RENTON KING COUNTY STATE OF WASHINGTON 0.5' 26.5' 8' 5' -1. PLANTER SIDEWALK 1' 2% L4" COMPACTED DEPTH HMA CLASS B ASPHALT 1 1/2" COMPACTED DEPTH TOP COURSE 4 1/2" BASE COURSE COMPACTED SUBGRADE, FREE OF FINE GRAINED OR ORGANIC SOILS RESIDENTIAL ACCESS ROAD A, STATION 24+22.00 TO 25+65.00 53' R/W I 13' 6' PARKING _I LANE 0.5' VERTICAL CONC. CURB & GUTTER -2% 2%_ 13' 8' 0. 5' PLANTER 5' SIDEWALK NOTE: ALL RETAINING WALLS/ROCKERIES OVER 4FT IN HEIGHT FROM THE FOOTING TO THE TOP OF THE WALL WILL REQUIRE AND BE REVIEWED UNDER A SEPARATE BUILDING PERMIT r x 1 Q 6 0 w FINISHED HOMESITE GRADErf REAR/SIDE YARD FENCE w z J 0 J 1' MIN ROCKERY RETAINING WALL (GEOTECHNICAL DESIGN REQUIRED) ' �''>X1 XI —ALL RETAINING WALLS SHALL INCLUDE BEARING PAD ELEVATION A FOOTING DRAIN CONNECTED TO THE 4" THICK CEMENT ] *MINIMUM ROADWAY CROSS SECTION NOTE: CONCRETE SIDEWALK WITH 4" COMPACTED DEPTH HMA CLASS B ASPHALT 4" MIN HMA OVER 6" MIN CRUSHED ROCK 4" CRUSHED ROCK BASE 1 1/2" COMPACTED DEPTH TOP COURSE 4 1/2" BASE COURSE 20' COMPACTED SUBGRADE, FREE OF FINE GRAINED OR ORGANIC SOILS *MINIMUM ROADWAY CROSS SECTION NOTE: 4" MIN HMA OVER 6" MIN CRUSHED ROCK 20' SHARED DRIVEWAY NOT TO SCALE 15' SOILS REPORT NOTES: PRIVATE ROOF & FOOTING DRAIN STUBS HOME PROVIDED TO EACH HOMESITE, UNLESS FOUNDATION ANOTHER CONNECTION POINT IS SHOWN. WALL CONSTRUCTION NOTE: THIS DETAIL IS TO BE USED FOR WALL PLACEMENT � ONLY. FOR CONSTRUCTION PLEASE REFERENCE THE NATIVE CUT ROCKERY RETAINING WALL PER DETAIL BEARING PAD ELEVATION TYPICAL ROCKERY SHEET 43 PREPARED BY EARTH SOLUTIONS NW. REAR/SIDE YARD WALL CONSTRUCTION NOTE: NOT TO SCALE GENERAL SITE DEVELOPMENT NOTES: THIS DETAIL IS TO BE USED FOR WALL PLACEMENT ONLY. FOR CONSTRUCTION PLEASE REFERENCE THE LOCK+LOAD RETAINING WALL PER DETAIL SHEET PREPARED BY OTHERS. TYPICAL LOCK + LOAD SIDE YARD WALL NOT TO SCALE HOME FOUNDATION WALL L BEARING PAD ELEVATION — INSTALL 8" POST SLEEVES FOR FENCE - LOCK+LOAD RETAINING WALL (GEOTECHNICAL DESIGN REQUIRED) r GEOGRID PER / GEOTECHNICAL DESIGN ALL RETAINING WALLS SHALL INCLUDE A FOOTING DRAIN CONNECTED TO THE PRIVATE ROOF & FOOTING DRAIN STUBS PROVIDED TO EACH HOMESITE, UNLESS ANOTHER CONNECTION POINT IS SHOWN NOTE: WALLS TO BE CONSTRUCTED FROM TOP OF WALL ELEVATION PER PLAN. TOTAL BURY BELOW BEARING PAD ELEVATION WILL BE DEPENDENT UPON PANEL HEIGHT AND NUMBER OF PANELS. RESIDENTIAL ACCESS 1. THE FOLLOWING SOILS REPORT FOR THE SITE SHALL BE 1. THE GENERAL CONTRACTOR SHALL OBTAIN AND HAVE AVAILABLE COPIES 8. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR WORKER AND SITE CONSIDERED PART OF THESE CONSTRUCTION DOCUMENTS: OF THE APPLICABLE GOVERNING AGENCY STANDARDS AT THE JOB SITE SAFETY AND SHALL COMPLY WITH THE LATEST OSHA STANDARDS AND NOT TO SCALE SE 18TH ST, 124TH PL SE & ROAD A DURING THE RELATED CONSTRUCTION OPERATIONS. REGULATIONS, OR ANY OTHER AGENCY HAVING JURISDICTION FOR L-4" COMPACTED DEPTH HMA CLASS B ASPHALT 1 1/2" COMPACTED DEPTH TOP COURSE —4 1/2" BASE COURSE COMPACTED SUBGRADE, FREE OF FINE GRAINED OR ORGANIC SOILS TRACT N, P, & Q T UI'9JL I..V VI\JL GRAVEL ACCESS ROAD NOT TO SCALE 20' *MINIMUM ROADWAY CROSS SECTION NOTE: 4" MIN HMA OVER 6" MIN CRUSHED ROCK 20' SHARED DRIVEWAY NOT TO SCALE EXCAVATION AND TRENCHING PROCEDURES. THE CONTRACTOR IS SOILS REPORT: GEOTECHNICAL ENGINEERING STUDY ALLURA 2. GENERAL CONTRACTOR SHALL ASSURE THAT ALL NECESSARY PERMITS RESPONSIBLE FOR DETERMINING THE "MEANS AND METHODS" REQUIRED AT TIFFANY PARK HAVE BEEN OBTAINED PRIOR TO COMMENCING WORK. TO MEET THE INTENT AND PERFORMANCE CRITERIA OF OSHA, AS WELL PROJECT NUMBER: ES-3633.03 AS ANY OTHER ENTITY THAT HAS JURISDICTION FOR EXCAVATION DATE: NOVEMBER 11, 2016 3. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE AND/OR TRENCHING PROCEDURES. LOCATION, DIMENSION AND DEPTH OF ALL EXISTING UTILITIES PRIOR TO 3 TA(k PREPARED BY: EARTH SOLUTIONS NW, LLC CONSTRUCTION WHETHER SHOWN ON THESE PLANS OR NOT. UTILITIES 9. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING y W o 1805 136TH PLACE NORTHEAST, SUITE 201 OTHER THAN THOSE SHOWN MAY EXIST ON THIS SITE. ONLY THOSE ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT,�✓c BELLEVUE, WASHINGTON 98005 UTILITIES WITH EVIDENCE OF THEIR INSTALLATION VISIBLE AT GROUND FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, (425) 449-4704 SURFACE OR SHOWN ON RECORD DRAWING PROVIDED BY OTHERS ARE HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN o z Z SHOWN HEREON. EXISTING UNDERGROUND UTILITY LOCATIONS SHOWN CONNECTION WITH THE PERFORMANCE OF WORK COVERED BY THE 2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE ARE APPROXIMATE ONLY AND ARE SUBJECT TO A DEGREE OF UNKNOWN CONTRACTOR. ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT VARIATION. SOME UNDERGROUND LOCATIONS SHOWN HEREON MAY HAVE MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE AT LEAST ONE �� 41423 THAT ALL PROVISIONS OF THE SOILS REPORT FOR THE SITE BE BEEN TAKEN FROM PUBLIC RECORDS. BARGHAUSEN CONSULTING FLAGGER FOR EACH LANE OF TRAFFIC AFFECTED. F T E� � OBSERVED AND COMPLIED WITH DURING ALL PHASES OF THE SITE ENGINEERS, INC. ASSUMES NO LIABILITY FOR THE ACCURACY OF PUBLIC �1 SSONA L ECG\ PREPARATION, GRADING OPERATIONS, FOUNDATION, SLAB, AND PAVING CONSTRUCTION. RECORDS OR RECORDS OF OTHERS. IF CONFLICTS SHOULD OCCUR, THE 10. PROTECTIVE MEASURES SHALL BE TAKEN BY THE CONTRACTOR TO 10' CONTRACTOR SHALL CONSULT BARGHAUSEN CONSULTING ENGINEERS, PROTECT ALL ADJACENT PUBLIC AND PRIVATE PROPERTIES AT ALL TIMES 11/20/201 3. ANY PROVISIONS OF THE SOILS REPORT WHICH CONFLICT WITH INC., TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH DURING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INFORMATION SHOWN ELSWHERE ON THESE DRAWINGS, OR WHICH CONSTRUCTION. PROTECTION OF ALL EXISTING UTILITY SERVICES THAT ARE TO REMAIN N 1 REQUIRE FURTHER CLARIFICATION, SHALL BE BROUGHT TO THE OPERATIONAL WITHIN THE CONSTRUCTION AREA WHETHER SHOWN OR w ATTENTION OF THE ENGINEER FOR DETERMINATION. 4. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE NOT SHOWN ON THE PLANS. z_ > DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THE PROJECT WORK Z w 4. A REPRESENTATIVE OF THE SOILS ENGINEER SHALL BE AVAILABLE TO SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE 11. TWO (2) COPIES OF THESE APPROVED PLANS MUST BE ON THE JOB V) J N OBSERVE AND APPROVE THE EARTHWORK OPERATIONS AND TO CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TO THE SITE WHENEVER CONSTRUCTION IS IN PROGRESS. ONE (1) SET WITH w a VERIFY FIELD CONDITIONS AS WORK PROCEEDS. THE SOILS ENGINEER SPECIFICATIONS OR THE RELATIVE CODES, IT IS THE CONTRACTOR'S RECORDS OF AS -BUILT INFORMATION SHALL BE SUBMITTED TO X z SHALL SUBMIT FIELD REPORTS CERTIFYING THAT THE METHODS AND RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN BARGHAUSEN CONSULTING ENGINEERS, INC. AT COMPLETION OF Z a LL z w MATERIALS OF THE EARTHWORK OPERATIONS WERE IN ACCORDANCE WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE PROJECT. j N J z 4" COMPACTED DEPTH HMA CLASS B ASPHALT WITH THE RECOMMENDATIONS OF THE SOILS INVESTIGATION AND CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE p THAT THE WORK WAS PERFORMED TO HIS/HER SATISFACTION. ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO 12. GENERAL CONTRACTOR SHALL OBTAIN SERVICES OF A o 00 N r- z 1 1/2" COMPACTED DEPTH TOP COURSE COMPLETE THE SCOPE OF WORK AS DEFINED BY THE DRAWINGS AND IN LICENSED LAND m � OO 4 1/2" BASE COURSE 5. THE SOILS ENGINEER SHOULD BE NOTIFIED AT LEAST FIVE 5 () FULL COMPLIANCE WITH LOCAL REGULATIONS AND CODES. SURVEYOR TO STAKE HORIZONTAL CONTROL FOR ALL NEW IMPROVEMENTS. STAKING CONTROL SHALL BE TAKEN FROM ELECTRONIC N I I Q w w Z WORKING DAYS PRIOR TO ANY SITE CLEARING OR GRADING. r- � Ln Ln 0 Z PLAN FILES PROVIDED BY BCE. - COMPACTED SUBGRADE, FREE OF FINE GRAINED OR ORGANIC SOILS 5. IT SHALL BE THE GENERAL CONTRACTOR'S RESPONSIBILITY TO NOTIFY N N .- I I -, Z - w r 6. SOILS PLACED IN STRUCTURAL AREAS SHOULD BE PLACED IN LOOSE THE APPROPRIATE UTILITIES INVOLVED PRIOR TO CONSTRUCTION. Z > LIFTS OF 12 INCHES OR LESS AND COMPACTED TO A RELATIVE ONO Lz > COMPACTION OF 90 PERCENT, BASED ON THE LABORATORY MAXIMUM 6 INSPECTION OF SITE WORK WILL BE ACCOMPLISHED BY A - TRACT 0 DRY DENSITY AS DETERMINED BY THE MODIFIED PROCTOR METHOD REPRESENTATIVE OF THE GOVERNING JURISDICTION. INSPECTION OF (ASTM D-1557). FOR SOIL PLACED IN UTILITY TRENCHES PRIVATE FACILITIES WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF UNDERLYING STRUCTURAL AREAS, COMPACTION REQUIREMENTS ARE DICTATED BY THE LOCAL CITY, COUNTY, OR UTILITY DISTRICT, AND IN THE OWNER. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY THE INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL CITY OF RENTON `rd. GENERAL ARE SPECIFIED AS 95 PERCENT RELATIVE COMPACTION. CONSTRUCTION. v> STRUCTURAL FILL PLACED WITHIN THE UPPER 12 INCHES OF E�)EPAFiTMENT OF PUBLIC WORKS 2 SLAB -ON -GRADE AND PAVEMENT SUBGRADE AREAS SHOULD BE Q COMPACTED TO A RELATIVE COMPACTION OF AT LEAST 95 PERCENT. 7 PRIOR TO ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY THE z CONTRACTOR SHALL CONTACT THE AGENCY AND/OR UTILITY INSPECTION APPROVED BY DATE '= w PERSONNEL AND ARRANGE ANY REQUIRED PRE -CONSTRUCTION V 0 MEETING(S). CONTRACTOR SHALL PROVIDE 72 HRS MIN. ADVANCE APPROVED BY DATE A' NOTIFICATION TO OWNER, FIELD ENGINEER AND ENGINEER OF d'b 5J�' PRE -CONSTRUCTION MEETINGS. APPROVED BY DATE a 0 CON APPROVED BY DATE l7 DATE - VERTICAL: % SURVEYED: SCALE: VERTICAL: NAVD 1988 DESIGBNCED: HORIZ: 1 "=50' HORIZONTAL: NAD 1983/1991 ,6R CITY O F ROAD SECTIONS 11 /20/2018 m BJT VER: 1 "=5'R E N T O N ASBUILT - ALLURA AT TIFFANY PARK PA�°B°°K O DRAWN: 2 REVISED PER CITY COMMENT BK 1/20/1 BJT RAG MAINVUE WA, LLC DRAWING NO: I ONE INCH I DATUM W 1 ASBUILT BK 11/2/18 BJT CHECKED: g� g� P 1110112TH AVE NE SUITE 202 AT FULL SCALE Plonnin Buildin Public Works Dept. U RAG IF NOT ONE INCH 7 NO. REVISION BY DATE APPR APPROVED: BJT°' SCALE ACCORDINGLY BELLEVUE, WA 98004 SHEET: OF 16 68 pp T - 3 9 2 3 n 1 IRPAlpl3 i V1 N M 0 W v rr a W n z z U a W 0 H I a a rr J a z 0 CD z Y J m 0 U in 00 L(7 N 0 N 0 E 0 0 3 a 1n 0 I a I Ln 0 0 1-1 Ln Ln 0 co I CURB RAMP LOCATION DATA TABLE CURB RAMP-1 STATION OFFSET 10 14+68.21 14.83' LT O 14+65.37 15.32' RT Q 30+39.46 13.00' RT ® 30+39.46 13.00' LT 5Q 15+35.74 13.00' RT Q 15+35.74 13.00' LT O 29+71.31 14.37' LT ® 29+71.66 14.50' RT 90 31 +91.47 13.00' RT QO 31 +91.47 13.00' LT 11 20+23.17 16.15' LT Q2 20+28.62 17.06' RT O3 32+66.48 14.79' LT ® 32+66.51 13.05' RT ASBUILT ADA RAMP DETAILS FOR ALL UlM AT TIFFANY PARK PTN OF THE W1/2 & SE1/4 OF THE SE1/4 AND PTN OF THE NE1/4, OF THE SW1/4 OF SEC. 21, TWP. 23 N., RGE 5 EAST, W. M. CITY OF RENTON KING COUNTY STATE OF WASHINGTON • a `. I • , I I � 425.24 a ^ I , Q co 1 1 1 76 424424.82 a 425.14 '4 STq 4g �o I I 1 4 = �0 d` / 1 t 4 4.50 \1 sa 424:74 �/ �9 2 4 .1 0 ° 424.26 / "�425.25 / °°°° 42423.2 o / 424.31 �✓ 424.99 � cool^ h ' 424.68 .. � 4 4' .71 o 20 0 0 0 / �j424.21 $ a 4 4 ' 2 /r/ a STq??9 6 ° ° 7 0° 0 02504 °° 423.67 86 = p'35'07" 425.05 61 425.69 i� R=25.00' L=37.78' �.' .'425.77 °1� " 427.68 i' A=86'35'07" 427.74 R=25.00' L=37.78' 0 42i � a 1 427.6 60 2 a ° 427.66 42 .49 428.46 427.25 1 A=93'52'37" 1 6 I R=25.00' 1 I L=40.96' I 1 1 1 i I I 427.31 �� � I i I=93'52'37" 1 5 1 / R=25.00 1 427.23 L=40.96' 11 i '0 I 1 1 11 6.3 0 427.29 �/ I I I 424.32 ° 427.40 2 0000 ?z'ry;,„ 1 8 / 424.90� / / / 42 / / / / / / / / / / L KEYNOTES Q 4'x5' LANDING. MAXIMUM 2% GRADE IN ANY DIRECTION O SIDEWALK RAMP SHALL NOT EXCEED 12:1 SLOPE WITH 2% MAX GRADE ACROSS SEE SHEET 46 FOR CURB RAMP DETAIL. SE 18TH ST/124TH PL SE INTERSECTION DETAIL 1 "=10' VERTICAL DATUM CITY OF RENTON, NAVD 88 BENCHMARK FOUND MONUMENT IN CASE LEAD PLUG & TACK IN 4"X4" CONIC INTX MONROE AVE SE & SE 16TH PL C.O.R BENCHMARK 1857 EL=413.38 (JUNE 2013) FOUND MONUMENT IN CASE BRASS PIN IN CONIC INTX SE 158TH ST & 124TH AV SE C.O.R BENCHMARK 1908 EL=387.24' (JUNE 2014) 2 REVISED PER CITY COMMENT 1 ASBUILT NO. REVISION SURVEYED: BCE DESIGNED: BJT BK 11/20/18 BJT DRARAG BK 11/2/18 BJT CHECKED: RAG BY DATE APPR APPROVED: BJT .•R 4 a .4 4 a a a � a Q Q a a a a 85 / 421 6 a 42, 423.86 0 / cO f v 423.7� / / 1 a / �► 7 i • 423.82 i cod. 4 .74 5 M '/ �' a j a 00 40 SCALE: HORIZ: 1 "=10' VER: N/A ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY /0 Z i A=84'36 R=2`, / L=3f 0=102'54'04" 124TH PL SE/ROAD A INTERSECTION DETAIL 1 "=10' VERTICAL: NAVD 1983 HORIZONTAL: NAD 1983/1991 DATUM CITY OF RENTON Plonning/Building/Public Works Dept. TA�k� pF W o Z z 4 423 p �� S/ONA L ECG 11/2.0/201 2 0 LLJ U F z> z� 0 gN w J as Z x ~ ZW P < a J Q rj O C 4 N 0*4 00 z C,Z C 00 � 0000 w CN Q I I w w Lc) Lc) c� z u7 N �-..-. N z - w w N 00 Z LLJ N N J w Y U 0 CITY OF RENTON `�� saw DEPARTMENT OF PUBLIC WORKS J 2 Qz APPROVED BY DATE = W fR c� APPROVED BY DATE v APPROVED BY DATE APPROVED BY DATE U ADA RAMP DETAILS D 1 /20/2018 m ASBUILT - ALLURA AT TIFFANY PARK FIELDBOOK: O MAINVUE WA, LLC PAGE: DRAWING N0: 1110112TH AVE NE, SUITE 202 �! BELLEVUE, WA 98004 SHEET: 3OF cn � ww U ITI 3191213loF2 I I I x z 0 0 Z Y J Q m 0 U (V CD (V 0 a 0 a, a C) 1n 0 1 0 I Ln 0 i 0 1-1 Ln 0 � � 61 19 =10' Lij 0 5 10 20 a )439.78 Lij LL 47 o L.L w w a 0� X R�9 .titi I . ' SAP 438 438.84 y "�A sf �� J TRACT M xss' J a 439.34 1 I p � d >s 439.62 439.54 5 7.59P o0 O0 co% 439.48 \,Sg 439.25 � o 4 a 41-A s 0 439.15 000 C° i I ROAD A / SE 18TH ST INTERSECTION DETAIL 1 "=10, CURB RAMP LOCATION DATA TABLE CURB RAMP # STATION OFFSET 15 27+56.74 13.01' LT © 27+56.74 13.01' RT O7 22+67.73 14.90' RT ® 22+67.76 13.00' LT 19 22+ 16.52 13.00' LT ®0 22+ 16.52 18.17' RT ©1 36+94.24 13.00' LT ©2 36+94.24 13.00' RT © 7+87.06 25.92' LT ® 8+52.85 26.18' LT ©5 8+49.70 15.18' RT © 7+95.22 15.87' RT © 7+94.59 35.22' LT ® 8+45.08 35.07' LT ASBUILT ADA RAMPS AND OFF SITE IMPROVEMENTS FOR ALLURA AT TIFFANY PARK 33 PTN OF THE W1/2 8 SE1/4 OF THE SE1/4 AND PTN OF THE NE1/4, OF THE SW1/4 OF SEC. 21, TWP. 23 N., RGE 5 EAST, W. M. CITY OF RENTON KING COUNTY STATE OF WASHINGTON a i � �• 4 0 1 0 1 439.71 a'• �` 439.63 o � � 00 A 00 0 I 440.02 3 I I 439.92 I I 1 P dl p 1 1 a 1 Q � p a KEYNOTES O1 4'x5' LANDING. MAXIMUM 2% GRADE IN ANY DIRECTION �2 4'x4' LANDING. MAXIMUM 2% GRADE IN ANY DIRECTION �3 SIDEWALK RAMP SHALL NOT EXCEED 12:1 SLOPE WITH 2% MAX GRADE ACROSS ®SUPPRESSED SIDEWALK SEE DETAIL THIS SHEET SEE SHEET 46 FOR CURB RAMP DETAIL. 34 p 00. >s 1 440.31 3 440.43 ° p� 0 a ° ° 0.53 1.71 440.35 ° `TRACT G 440.43 `�44p 19=10' 0 5 10 20 EX SIDEWALK TO BE REMOVED ALONG SHADED PORTION. EXPOSED GROUND TO BE HYDROSEEDED. 393.70 EX s7- APPROXIMATE LOCATION OF RELOCATED MAILBOXES. Py 394. 394.36`' 394.46 0 � 394.54 X a� ^� ° 394.42 ,4 / / a 6' / 2 \� AQd d7 SIDEWALK IS SUPPRESSED BELOW BACK OF CURB HEIGHT VARIES (TYP) CURB & GUTTER (TYP) CURB AT BACK OF SIDEWALK TO EX GRADE a I' a I lri III III=III=I II_I II-111 -111-I I1,, L III=III III "'_"- '. I- I- SIDEWALK (TYP) SUPPRESSED SIDEWALK DETAIL NTS VERTICAL DATUM CITY OF RENTON, NAVD 88 BENCHMARK FOUND MONUMENT IN CASE LEAD PLUG & TACK IN 4"X4" CONIC INTX MONROE AVE SE & SE 16TH PL C.O.R BENCHMARK 1857 EL=413.38 (JUNE 2013) 2 REVISED PER CITY COMMENT FOUND MONUMENT IN CASE BRASS PIN IN CONIC INTX SE 158TH 1 ASBUILT ST & 124TH AV SE C.O.R BENCHMARK 1908 EL=387.24' (JUNE 2014) N0. REVISION V EX. LIGHT POLE 0 REMAIN. CONTRACTOR T VERIFY EXACT LOCATION ANDNOTIFY ENGINEER IF/CONFLICT EXISTS. EX. MAILBOXES TO \ / BE RELOCATED EX TRANSFORMER TO REMAIN SE 18TH ST / MONROE A INTERSECTION DETAIL 1 "=10' SURVEYED: BCE DESIGNED: BJT BK 11/20/18 BJT DRAWN: RAG BK 11/2/18 BJT CHECKED: RAG BY DATE APPR APPROVED: BJT I I \ \\ i 406.42 \\ / 406.32If cp, p 1 3 1A-10' 4 .271 �' `O 406.32 1 1 1 Nl 406.19 p 0 5 10 20 1 1 a 405.57 406.E 1 1 1.59, I 4 7 406.19 I 1 -5_ °00 0 3 O° N� ' 06.21 1 N / �° ^4 1 2 - 0 1 4 d 405.50 405.50 ° .5, 406.14 �' 00 1.59' 1 I \ 1 I I I I I D4 406.1 1b� ' 406.2 1 I \ 1 I p 1 1 d d 40 \\ 406.14 I p 4\\ d \ \ � � I p d �\ I � I l 4 d \� a p ° p � I (rJ co I INSTALL STOP SIGN i a T a p AND STOP BAR. EXACT LOCATION TO BE DETERMINED i X IN FIELD BY INSPECTOR C I 1 1 I ° 1 1 I L,' 1 V 4 1 of I I \\ I p I � 1 AQ4 p I 396.63 0 EX 396.24 `% I --- - ..- T � EX \ ' y VE SE 124TH PL SE INTERSECTION DETAIL 1 "=10, EX SIDEWALK TO BE REMOVED ALONG SHADED PORTION. EXPOSED GROUND TO BE HYDROSEEDED. EX' 1 , TALk EX �� P�� OF W o Z 8.5' z _ 4 423 p �� 395.81 11/2.0/201 ``\ ` ,� T 2 0 U Zw I o g N (n T- T aJ a a .. \ w x z z < ZW J a J \ QLLJ PO CV CN z0 O N 00 00 M 00 � 00 ww M I I N LL z 3: p Ln Ln 0 Z O Lc) N (N z - �-11-1 w } T) L N Z N N J W> T- U (N # c 0.0H C L CITY OF RENTON J DEPARTMENT OF PUBLIC WORKS 2 Qz APPROVED BY DATE = W LO APPROVED BY DATE fR 0 V� �= LO O Jv (c) APPROVED BY DATE b� 0 CO�y T O APPROVED BY DATE Z SCALE: DATE: HORIZ: 1 "=10' HORIZONTAL: NAD 191983 83/1991 ADA RAMPS AND OFF SITE IMPROVEMENTS 11 /20/2018 m 3/1� CITY OF VER: N/A RENTONPAGE: ASBUILT - ALLURA AT TIFFANY PARK FFIELLDBOOK: O MAINVUE WA, LLC DRAWING NO: ONE INCH DATUM W AT FULL SCALE Plonning/Building/Public Works Dept. 1110112TH AVE NE SUITE 202 IF NOT ONE INCH 1 SCALE ACCORDINGLY BELLEVUE, WA 98004 SHEET: w+ OF: 68 cd ITI-131912131013 W Q Z N L X Z O 0 Z_ Y J Q m _N U U U) U I a I Ln Ln O u) U O / Ln Ln O O O O O N Li v oC a n W z z U a W 0 H IL a a rr D J a 0 U (V 0 CD (V 0 ai 0 0 3 a 0 I I Ln Ln 0 0 1-1 Ln 0 0 TRACE-N... 0 E ASBUILT CUL DE SAC DETAILS FOR ALL UlM AT TIFFANY PARK PTN OF THE W1/2 & SE1/4 OF THE SE1/4 AND PTN OF THE NE1/4, OF THE SW1/4 OF SEC. 21, TWP. 23 N., RGE 5 EAST, W. M. CITY OF RENTON KING COUNTY STATE OF WASHINGTON r-, LJ a. a � a ° a � 4° L=35.34' L=35.34' a R=45.00' R=45.00' �\ A=45°00'00" A=45°00'00" ` o ` L=1 1.03' a' R=45.00' \ \\ . t>�l°A=14'02'56" L=35.34' \`\ L=24.31' \_ --- \\sr R=45.00' b`I R=45.00' sr� o �o. A=30°57'04" s A=45'00'00"� \\ ,Q CENTER OF CULDESAC \ ELEV = 434.29 ........................... ........ 433\1\2............ . 435.28............ -2.6% \ -2.2% L=35.34' R=45.00' A=45°00'00" ` 434.18 \ 433.64 L=7.94' L=14 55' R=25.00' A=18* 1 1 '42" R=45.00' A=18*31' 14" � a - L=35.87' 00 8Z R=25.00' ° - - - - A=82° 12'00" ° 53 ` ° i 1.23 \\ ° \ a . \ ^. 4 0.93 ° 16 i i i i 43340.64. 433 �, ST.4e 4 D ?�A968./ a L A� co d 0 9 n'S 430.63.......... co 4 0.63 \ zl a 4 0.32 1N v 19 ° 4 a 47. \ 124TH PL SE CULDESAC DETAIL 1 "=10, VERTICAL DATUM CITY OF RENTON, NAVD 88 BENCHMARK FOUND MONUMENT IN CASE LEAD PLUG & TACK IN 4"X4" CONIC INTX MONROE AVE SE & SE 16TH PL C.O.R BENCHMARK 1857 EL=413.38 (JUNE 2013) FOUND MONUMENT IN CASE BRASS PIN IN CONIC INTX SE 158TH ST & 124TH AV SE C.O.R BENCHMARK 1908 EL=387.24' (JUNE 2014) 2 REVISED PER CITY COMMENT 1 ASBUILT NO. REVISION 4,�4 SURVEYED: BCE DESIGNED: BJT BK '11/20/18 BJT DRAWN - RAG BK 11/2/18 BJT CHECKED: RAG BY DATE APPR APPROVED: BJT SCALE: HORIZ: 1 "=10' VER: N/A ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY SE 18TH ST CULDESAC DETAIL 1 "=10' VERTICAL: NAVD 1983 HORIZONTAL: NAD 1983/1991 DATUM alko CITY OF mu RENTON Plonning/Building/Public Works Dept. TA�k� pF W o Z z 4,423 p �� FS F�ISiE�� S14A L ECG 11/2.0/201 2 cD U � Z � Z 0 gN w J a� X Z W Z Lam Q J QNNi O CN N C\1 00 Z C,L � 0000 W z Z �Q , , WW z L(7 LIB 0 Z Ln N N Z La Lu N 00 Z Ld N N J W N N °,OH,. CITY OF RENTON DEPARTMENT OF PUBLIC WORKS J 2 Q � Z APPROVED BY DATE = Lu fR C? APPROVED BY DATE v APPROVED BY DATE b� O CO�yJ APPROVED BY DATE U CUL DE SAC DETAILS D 1 /20/2018 m ASBUILT — ALLURA AT TIFFANY PARK FIELDBOOK: O MAINVUE WA, LLC PAGE: DRAWING N0: 1110112TH AVE NE, SUITE 202 �! BELLEVUE, WA 98004 SHEET: OF -w ww U ITI-131912131016 N 0� co I W I— Y rr WI z Z u Q U H W 0 H rr J J I I I I N X z 0 CD z Y J Q m N 0 U (/7 n L0 0 0 N 0 OJ E a� 0 rn 0 I I Ll Ln 0 c0 In 0 Ln Ln 0 1-1 rn 0 0 CD Z w i� I i" I :.'.`11 LETTERING BOLTHOLES-3PLCS EQUALLY SPACED T70' APART ON 23 1116' (5B6mm) DIA B.C. �JL�j pTliS - I�'c'gll�, r ;urruror �^� T osariew w a RENTON �@ AHEAD OF THE CURVE G� �l DRAIN DIA%CKHOLE COVER BOTTOM VIEW T sic 1 4=1LETTERING PLAN VIEW W D[A. (9) BLT SOC. (ALLEN HEAD[ [635mm} S" 5J9"01 K 15 S5 [25mm1 DER WASHER [9rnrn 3tg. ] V/1-111111111 "I". --A 8 3Jd" 2 1f2' C222MMI I�^wnl TYP COVER SECTION VIEW 26 VT ow I673mm1 251M" CIA [841mm1 1 V16- [27mmJ 1fdIBMCIIY CIA NEOPRENE GASKET s SW J 23 .11V DIA CL-OPEN [16nar i 15Dd—I 27 50U' DIA 34 118' DIA [467mm1 FRAME SECTION VIEW EON BOLTING DETAIL f'H" 1 114fi E6mm) 127'mm1 I ,ram J I3�I Y76" 1R3mrr.] GASKET GROOVE DETAIL NOTES ALL COVERS SHALL BE LOCKING LID PER EASTJORDAN IRON WORKS INC N. 37 f 7C 1 OR APPROVED EQUAL .- -1 PUBLIC WORKS STORM ROUND FRAME AND COVER STD. PLLN - 204.50 DEPARTMENT MARCH 2008 VO MIN. RQQF DRAIN STUB WITH CLEANOUT, TYP LOT UNE. TYP. 0. HOUSE ITI PRIVATE RGOP DRAIN -- PUBUC STORM SYSTEM COLLECTOR PIPE; PRIVATE STORM SEWER 5'0 LTC 3A0' XII'4. BETWEEN CTR- GF PIPE AND R.G.W. 05M M N. SLOPE. 2 FT. MIN. COVER CLEANOUT. PIRAT EVERY W". _ CURB, SIDEWALK OR 2ND 46' BEND, AND AT WO FT. MAX. SPACING ON R.T].W. LINE STRAIGHT SECTIONS PRIVATE JUINT UTIU iv EnsF IAE N l ROOF DRAT N TIO CONNECT INTO CITY CE. MIN. SIZE TYPE I T MIN. WROTH NOTES: 1. PIPE MATERIALS ALLOWED: PVC, LCPE, TRIPLE WALL POLYETHYLENE (& DI. IF NECESSARY FOR STRENGTH) 2. THE ROOF & FOOTING DRAIN SYSTEMS ARE PRIVATELY MAINTAINED 3. FLOW PATTERN SHOULD BE TO THE NEAREST CB IF GRADE ALLOWS, OR TO THE NEXT DOWNSTREAM CB. 4. ROOF DRAIN COLLECTORS MUST BE ANALYZED FOR CAPACITY. SIZED FOR 25-YEAR. PEAT( PLOW. TYPICAL ROOF DRAIN O--"!R STD. PLAN — 225.QD PUBLIC WORKS COLLECTION STORM SYSTEM DEPARTMENT CIVIL PLANS MARCH 2O08 URI mmill 10 2 09j, il RX, il 0 1 D1 I D1 ; T, A 10 F, MW ; a 0 AI I m 10 W, il 0 1 DI I DI = I F, il I %in FOR ALL UlM AT TIFFANY PARK PTN OF THE W1/2 & SE1/4 OF THE SE1/4 AND PTN OF THE NE1/4, OF THE SW1/4 OF SEC. 21, TWP. 23 N.. RGE 5 EAST. W. M. CITY OF RENTON KING COUNTY STATE OF WASHINGTON NOTES: 1. YARD DRAINS TO BE CONSTRUCTED FROM HIGH DENSITY POLYETHYLENE (HDPE) N-12 PIPE IN ACCORDANCE WITH ASTM C 14. 2. CUTOUT HOLE SIZE IS EQUAL TO OUTLET PIPE OUTSIDE DIAMETER PLUS YARD DRAIN WALL THICKNESS- 3. CONNECTION TO OUTLET PIPE TO BE MORTARED AND MADE FLUSH WITH INSIDE OF THE YARD DRAIN WALL. 4. CAST IRON BELL GRATE. FITS INTO BELL RECESS AND EXTENDS FLUSH WITH FACE OF BELL. THE CRATE SHALL HAVE SLOTS (HOLES) THAT CONSTITUTE 50 PERCENT OPEN AREA FOR DRAINAGE. INLET BELL SURFACE SHALL BE FINISHED TO ASSURE NON —ROCKING FIT WITH ANY COVER POSITION. 5. WASHED DRAIN ROCK. 6 INCHES MINIMUM DEPTH. 6. VARIES 12 INCHES OR 18 INCHES. 7. SPECIAL CAST YARD DRAIN MAY BE REQUIRED FOR MULTIPLE PIPE CONNECTIONS. 8. CLEAN OUTS ARE REQUIRED FOR DEPTHS OVER 42 INCHES, SEE TEXT SECTION 5-05. F . ► ij a ELEVATION VIEW YARD DRAIN STREET CATCH BASIN (TYP) CURB PLANTER STRIP SIDEWALK R/W — -- --- ----- — -- R/W LOT LINES (TYp) STUB OUT FOR ROOF YARD DRAIN WITH SOLID DISC COVER AND FOOTING DRAIN CONNECTIONS (TYP) TYPICAL LOT PLACEMENT YARD DRAIN DETAIL NOT TO SCALE LANE LINE MARKING 7'-8„ STANDARD VEHICLE WHEEL PATH 3' 4.5, 3" MIN. MINI. MIN. 1 1' ACP CLASS* MIN, MIN. 6" CRUSHED 2SURFACING TOP � CLASS 'B' COURSE 2" SAWCUT AND REMOVE EDGE OF PAVEMENT, — OR GRIND, SEAL WITH EDGE OF 0UR8 & GUTTER, AR4000W OR CENTER OF LANE LINE 2.5' MN. CRUSHED ROCK„ FLOWABLE FILL OR AS REQUIRED BY ENGINEER "MINIMUM ACP CLASS 'E' or 'B' SHALL BE PRINCIPAL/MINOR/COLLECTOR ARTERIAL STREETS & INDUSTRIAL ACCESS STREETS — 6" ACP CLASS 'E' Or 'B'. RESIDENTIAL ACCESS STREETS — 2" ACP CLASS 'E' or 'B'- NOTE: UPON REQUEST OF ENGINEER, NEW ROADWAY PAVEMENT SECTION MAY BE DESIGNED USING AN APPROVED METHOD FOR TYPICAL LONGITUDINAL PATCH AND OVERLAY DETERMINING PAVEMENT THICKNESS. FOR FLE%IBLE PAVEMENT ADOPTED CM OF RENTON f \; STANDARD PLANS LST DATE:02/05 p N 1 NO pCY C a7 DATE I REV]SIUN I BY PRD I+oD1FIEo NOTES cz DWG, NAME: H032 SP PAGE: HO32 2 REVISED PER CITY COMMENT 1 ASBUILT NO. REVISION )I 4" CLEANOUT. TYP. ` 4 A m _ - CAP, AND WHERE OLEAN011TIS IN PAVEMENT; IRON RING 8 COVER PER IFCO 0247 OR EQ4NALENT - e CATCH BASIN -AREA DRAIN 17 q r TEE 13 a AR(7PERTY L N€ �r L „ rf• LiIN. 45' BEND 5'EIIN. PERMANENT CAP OR CONNECT %P,� S'Mlk. PRIVATE. JOINT IJSE UTILITY EAL,FAIF 4 a5" WykTEE, CROSS; OR 45' WYE AT BENDS CLEAN-CUT WITH — PERMANENTCAP CLEANrOUT DETAIL CATCH BASIN -AREA DRAIN SECTION as ALIGN PIPE TOPS, OR PLACE ROOF DRAIN HIGHER S'IIIN. VARIESr 4 2'NIN. CUWER OVER COLLECTOR LINE TEMPORARY CAP ON END OF ROOF DRAIN STUB, N1ARIe&D gY z`>4f" BTAKE PLACE CL17ANOUT 0 300' 1dAJC SPACE, AT 90" SENDS, EACH 2ND 45' BEND. SEG710N B•B PIPE END5 NOTE: MIN, PIPE SIZE 15'0 PIPE MATERIALS ALLOWED- PVC, LINED CPE, TRIPLE WALL POLYETHYLENE. DI (IF NEEDED FOR STRENGTH). PUBLIC WORKS TYPICAL PRIVATE ROOF DRAIN STD. PLAN — 225.10 DEPARTMENT COLLECTION SYSTEM `Jf CROSS SECTION MARCH 200B SURVEYED: BCE DESIGNED: BJT BK 1/20/1 BJT DRA RAG BK 11/2/1$ BJT CHECKED: RAG BY DATE APPR APPROVED: BJT SCALE: ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DAT U M CITY OF RENTON Plonning/Building/Public Works Dept. _ nd`tra sswe++wx MOW ruw Tasmt �w Is�lNOTlT HE'a }IO1[ N I�ee NOTE n 1aLrpF RxVl7 I IT FJLPM191pNJpPff (fY>•.I r tie #fp Pow r� � acLa g 1 CN 4EE bITci CV CN A j 7i� 'E . ra . 1b1LTIOk.Wa41 fEi NOT! 1 - C�GIlW IIA1dP riNH 12M !4 B 7 a GIIn SR YN'E I IyP.} •5E E NnrE 10 sa' eaNflACngN iOe.T {T1'P1 I# E Afi. Ptu rp]1 PLAN VIEW vaalCe r � in a 1%}!a% EE6 NOR ! Lrfm L I C lAVr O'rdW Cr]ENS CO7ICIIE-rE ]EM. Mk lrO1l1, ; 4�, SE-. s7m PLAN 10; SECTIONA 19ee Sfo PunlCli ®prux Y,1[liR oW+ewAY V�rme aLOPe IS>bPE sa0merueu0N.Tlol NEG4tNE9LWNJ9L - .. 9l160141 F>ta06ErUTEISI CCNNC� >1>MEWArx TYPE R1 S - ISOMETRIC VIEW (RESIDENTIAL. WITH BUFFER) CWKNT CONCRETE CUR! A OIITTFR l92 ' "DTI 31 For NOTES STE) PLAN 104.2 ti a STI1. PLAN -" 104.3 + PUBLIC WORKS CEMENT CDNCFRETE DRIVEWAY PPR FD DEPARTMENT ENTRANCE - TYPE 11113 � Gregg bm"Wfm2M1, PObliC Work} Adml nlftratur T W z 41423 J-s-/zo/zos (n 2 0 U Z O QuJ N J Li a J x z < Z UJ LIJ N J Z Q r-10 N N (D N 00 Df 00 N r- Z j Z CO 00 w w I I LLJ Q Z In In 0 Z Ln N N Z — Ld In In La -I N Z N N J� Y U (_!) CITY OF RENTON DEPARTMENT OF PUBLIC WORKS J 2 Q C7 i Z T APPROVED BY DATE W APPROVED BY DATE V� A`' APPROVED BY DATEcONSJ APPROVED BY DATE v ROAD AND DRAINAGE NOTES AND DETAILS DATE 1 E1 /20/2018 ASBUILT - ALLURA AT TIFFANY PARK FIELDBOOK: PAGE: MAINVUE WA LLC DRAWING NO: 1110 112TH AVE NE, SURE 202 LL! BELLEVUE, WA 98004 SHEET: 44 °° sg oi U T - 3 9 2 3 0 7 IRI-131912131319 N 0� co I W V rr w I Z Z U LL w O LL IZ � I- 1 Q J I I I I O) X z 0 CD z_ Y J Q m O U (n n Lo 0 CD N CD L N 0 is a n a I -o I Ln O -0 rn 0 Ln Ln CD LO 1-1 In CD CD O Z w i� 1'-0' V-0- ISEE CONTRACT) ROU DING 2��'0 1 1/2- JIN) R. (TYP.) CURB NOT INCLUDED IN BID ITEM - a•e , t • S.• �, .. SEE RAISED EDGE ' 3re' (IN) PREAIOLDEO 1'-0" SIDEWALK DETAIL- THIS SHEET JOINT FILLER ALL CUT MIN. (SEE CONTRACTI SLOPES 1/2' UN) R. (rVP.) WITH RAISED EDGE ++ _1 2 0'. 1 1$,A .. RB NOT INCLUDED IN BID ITEM - 3.8" (INI PREMOLDED ,.;\ FINISHED GRADE 1' (IN) BELOW JOINT FILLER '/ TOP OF CONCRETE SURFACE 2'-0- SIDEWALK ADJACENT TO CURB ;RDU 0' MIN. (SEE CONTRACT) G MZ' (IN) R. (TYP.) \ CURB NOT INCLUDED IN BID REM - �2.0% 1' t 1 5% BRIDGE OR PEDESTRIAN PREMOLOED WALL OR BARRIER RAILING JOINT FILLER ADJACENT TO CURB BARRIER - SEE SIDEWALK (STEEP FILL SLOPES) CONTRACT PLANS (SEE CONTRACT) WALL OR BARRIEfjt.- I 112" (INI R. (TYP.) FLUSH I I ' 1 5x -� CURB NOT INCLUDED IN BID ITEM - SIDEWALK T. 112' VERTICAL WALL- 31e' (IN) PREMOLDE( SEE DETAIL JOINT FILLER (TYP.) • ADJACENT TO CURB AND RAILING OR WALL (IN) PREMOLDED JOINT FILLER SIDEWALK BUFFER STRIP (SEE CONTRACT) (BEE NOTE 10) 1 z" (IN) R. SIDEWALK ADJACENT TO WALL DETAIL CURB NOT INCLUDED IN BID ITEM - 1.5%MlN 6' LEVEL 112' IIN) R. FINISHED GRADE 1" (IN)BELOW TOP OF CONCRETE SURFACE FOR PLANTING - FLUSH IF PAVED •' ADJACENT TO BUFFER STRIP 4" GROOMED FINISH • • ' • • ' 4' WIDE. SMOOTH 4 • QE, „ r TROWELED PERIMETER RAISED EDGE DETAIL 12' \` EXTEND SIDEWALK TRANSVERSE Q' JOINTS TO INCLUDE RAISED EDGE a, • - -' ��.�\ �� CEMENT CONCRETE CURB G \� (CURB AND GUTTER SHOWNI NOT INCLUDED IN BID ITEM 0 For NOTES see STD PLAN 104.2. Paved surfaces must comply with STD PLAN 102.1 as applicable. ale" z 11e� CONTRACTION JOINT IN SIDEWALK ONLY EXPANSION JOINT IN BOTH . �,•� I'%?. TO ! • • �.��.?. TO CURB AND SIDEWALK ( SEE STD PLAN 101 1, .Q P JOINT AND FINISH PREMOLDED DETAIL JOINT FILLER E EXPANSION JOINT (-C) CONTRACTION JOINT O~�Y or PUBLIC WORKS CEMENT CONCRETE STD. PLAN - 102 DEPARTMENT SIDEWALK PPR0 ED: T ATE Gregg Zimmerman, Public Works Administrator A - \� CEMENT CONCRETE CURB 8 GUTTER (SEE NOTE 3) CEMENT CONCRETE / ij - DEPRESSED MONOLITHIC CURB t, GUTTER SIDEWALK (SEE DETNL THIS SHEET) �\ u� TYPE C2B - ISOMETRIC VIEW (COMMERCIAL, WITH BUFFER) NOTES 1. When a driveway width exceeds 15 feet, construct a full depth expansion joint with 3/8" joint filler along the driveway lane lines FACE OF CURB (see std, plan 102). Construct expansion joints parallel with the SEE (DC SEE DEPRESSED CURB DETAIL centerline as required at 15' maximum spacing when driveway CONTRACTION JOINT J e fir ON THIS SHEET widths exceed 30'. STO PLAN 102 s 11•e' , 11 b / 1R'R. TOP OF ROADWAY 2. See std, plan 102 for sidewalk details. -- -a _ N 3. Curb and gutter shown, other curb designs may be specified. See std. plan 101 for curb details. 4. Not used. I- i 111 5. The engineer will design all driveways to Include elevations at all NOTE DRIVEWAY LONGITUDINAL EXPANSION points marked with symbol "X". All elevations are at the back of JOINTS SHALL BE FULL DEPTH curb top on uphill side. DEPRESSED MONOLITHIC CURB & GUTTER DETAIL 6. Not used. 7. For Driveway Widths see DRIVEWAY STANDARDS (See NOTE 10). The expansion joints (see std. plan 102) shall be spaced as shown In the corresponding Isometric view_ 8. Slopes shall comply with sections R303.2.1 or R303.2.2 or - FACE OF ADJACENT CURB R303.2.3 of the Revised Draft Guidelines for Accessible Public 1" Rights -of -Way of Novembcr 23, 2005 (PROWAG). 9. Curb returns for any Type C-MAX Driveway may be approved on a case -by -case basis. '. p �," R -c; VTTtER SURFACE ( D 10. STREET STANDARDS = Renton Municipal Code (RMC) • • o, Tittle IV Development Regulations CHAPTER 6 STREET AND UTILITY STANDARDS Section 4-6-060 STREET STANDARDS DEPRESSED CURB DETAIL AT RESIDENTIAL OR COMMERCIAL DRIVEWAYS, AND ALLEYS DRIVEWAY STANDARDS = Renton Municipal Code (RMC) Title IV Development Regulations Driveway Example: TYPE C1 B CHAPTER 4 R=1coldental. C=Commercial j I CITY-WIDE PROPERTY DEVELOPMENT STANDARDS Number of Lanes, - J Section 4-4-M PARKING, LOADING AND DRIVEWAY (MAXI Lana Commercial) REGULATIONS B-Buffer(PlentingSfrip), Blank=NOBufer I 37D PUBLIC WORKS CEMENT CONCRETE DRIVEWAY g-�_D: - 1042 i DEPARTMENT ENTRANCES - NOTES AND DETAILS T &TE UANU- OR ASBUILT ROAD AND DRAINAGE NOTES AND DETAILS FOR ALL UIM AT TIFFANY PARK PTN OF THE W1/2 & SE1/4 OF THE SE1/4 AND PTN OF THE NE1/4, OF THE SW1/4 OF SEC. 21, TWP. 23 N., RGE 5 EAST, W. M. CITY OF RENTON KING COUNTY STATE OF WASHINGTON M X 0 m m C 0 0 �30 DapZ Div U7 MOUNTING ON EXISTING METAL POLE OR LIIMINAIRE " MIN 5/113 "x2-1 /2" GALVANIZED BOLT W11H GALVANIZED WASHERS. tilE Sn; -ill 1 i, 14 50 f DR :'USI MTALLA3er t1ETAl5 "W FH1M C70M -- - - YErkf y .G Al s 0.3 NOR DOICER R,AL113$ 73 C s _ SIR TYPICAL INSTALLATION NOTES 1. DIMENSIONS FOR THE PARTS USED TO AS5EMEILE THE BASE CONNECTIONS ARE INTENTIONALLY NOT SHOWN. BASE CONNECTIONS ARE PATENTED. MANUFACTURED PRODUCTS THAT ARE IN COMPOANCE WITH NCHRP 350 CRASH TEST CRITERIA. THE BASE CONNECTION DETAILS ARE SHOWN ON THIS PLAN ONLY TO ILLUSTRATE HOW THE PARTS ARE ASSEMBLED. 2, A 2" (IN) POST WITH A 2 1/4' (IN) PSST ANCHOR OR A 2 1/4" (IN) POST WITH A 2 1/2" (IN) PEST ANCHOR MAY BE SLIBSTiTLJTED. SEE CONTRACT PLANS. 3. PERFORATED SQUARE STEEL POST SHALL MEET THE REQUIREMENTS OF WSOOT STANDARD SPECIFICATION 9-06. 4. USE ONLY BASE CONNECTION MANUFACTURER SUPPLIED HARDWARE THAT MEETS THE REQUIREMENTS OF WSDOT STANDARD SPECIFICATIONS 9- 06 AND 9-26- EDGE OF TRAVELED ROADWAY 30---I FOR REFLECTOR12ED SIGNS: MOUNT FACING 3'(degree) OUTWARD IF SIGN IS WITHIN 30 FEET OF ROADWAY SION FACE ORIENTATION Mt I AL t•Ub I 12 TOP OF ANCHOR SICN POST �_ LOWER SOUAR _z0 5 TU$Ey C) s g 0~ e SLw FINISHED ' co e On - On LINE LOWER SiCN 5/16 Ify CORNER BOLT O r POST SUPPORT OR 3/8 (IN) FLANGED SHOULDER 900 IAnTH NUT AND WASHERS - 2 REQUIRED (TYP.) f30LT STOP ra m5 FOR SIGN POST TYPE ST-4 SION SUPPORT r LOWER SIGN POST SUPPORT h- 2.25- (IN), 7-GAGE, HDT-DIP GALV., I - HEAVY-DUTY ANCHOR IAM COMMERCIAL CONCRETE MOUNTING ON METAL IFOUT SIGN MOUNTING ON SINGLE STD. PLAT"[- 129 PUBLIC WORKS METAL POST APPROVED - DEPARTMENT (ADOPTED) A 1 W2_-�6 DATE 2 REVISED PER CITY COMMENT 1 ASBUILT NO. REVISION NOTES. 1. SlG14S SHALL BE WHITE LETTERING ON GREEN BACKGROUND WITH A 0.3'BORDER, DOUBLE SIDED. 2, SIGN BLADE SHALL HE B" EXTRILIOED ALUMINUM, TREATED, O.OBO GAUGE, 3. SIGN SHEETING SHALL BE 3M HIGH INTENSITY PRISMATIC OR APPROVED EQUAL. 4, LETTERING SHALL BE CUR FROM 3M ELEGTROCUT (EC) FILM SERIES 117D OR APPROVED EQUAL- 5 FONT SHALL BE FHWVA C20DOEX UPPER AND LOWER CASE PER SECTON 2D.43 OF THE M U T C,O, 6. POST SHALL 8E MINIMUM OF 2'X2" SQUARE TUBE. SEE STANDARD DETAIL G008.3 FOR INSTALLATION DETAILS. N \� 15• (typ) see note 1 'm 4" DIAMETER SMOOTH 4 hook clamps evenly BARS EQUALLY SPACED placed see detail below (4" O.C. MAX.) 0 A t A Provide maintenance access by welding 4 crossbars to 4 vertical bars as shown. Hinge upper ends with Flanges/ bolts and provide locking mechanism (padlock) on lower end. Locate steps directly below. PLAN VIEW NTS LOWER STEEL BAND a' x 4" WIDE FORMED TO FIT ON GROVE OF C.B. RISER 24" UPPER STEEL SEE BAND w4" X 4" NOTE 1 WIDE /ME= TYPE 2 SMOOTH -� VERTICAL BARS C.B. RISER HOOK CLAMP CNCHORED TO C.B. RISER DETAIL HOOK CLAMP NTS 314" DIA. SMOOTH ROUND BARS WELDED EQUALLY SPACED. BARS SHALL BE WELDED TO UPPER & LOWER BANDS (24 BANDS EVENLY SPACED SEE NOTE 1) SECTION A -A NTS STANDARD GALVANIZED STEPS OR LADDER NOTES: 1. Dimensions are for illustration on 54" diameter CB. For different diameter CB's adjust to maintain 45°angle on "vertical" bars and 7" o.c. maximum spacing of bars around lower steel band. 2. Metal parts must be corrosion resistant; steel bars must be galvanized. The use of steel is prefer. 3. This debris barrier is also recommended for use on the inlet to roadway cross -culverts with high potential for debris collection (except on type 2 streams) 4. This debris barrier is for use outside of road right-of-way only. For debris cages within road right-of-way PUBLIC WORKS OVERFLOW STRUCTURE STD. PLAN - 234.20 �DEPARTMENT F MARCH 2O08 SURVEYED: BCE DESIGNED: BJT BK 1/20/1 BJT DRA RAG BK 1 1/2/18 BJT CHECKED: RAG BY DATE APPR APPROVED: BJT SCALE: ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM CITY OF RENTON Plonning/Building/Public Works Dept. - 6' lroll ('1woua min - 6" min rmin Go omiefoodng - kayed Ilydd wdiie4u 5cd SECTION A -A as shown NITS Nate: For SWIPE, pipe must be Tree to slide inside a 4' long SgCllon of pipe one size diameter larger. � r l 1 stra i4kmt� In anchor Ifli._,_ h 1' min. dlamalQr I.�; sleskrodlslravl P ABDPfEty to PI - 8" min _'• ITS A _ concreW 1GQting ,• r F keyed Into undlshurbetl soil *IJ PI. +' aS Shown SECTION we NTS STD. PLAN -- 221.30 PUB14IC WORKS STRAP PIPE ANCHOR DETAIL DEPARTMENT MARCH 2006 T W z 41423 JS�NALI�0����`� 3-1-/2-0/2-01- (n LLJ 2 0 U I- Z > � Z � V) Q (n LLI Ln J LJ a J X Z < Z LLJ LLJ N J Z Q I-10 N N C:)N 00 U Z 00 N r Z > CO 00 Z Z I I w LLJ Q Z In In (D Z LO N N Z - i UJLd } N Z N N J 00 LLJ CITY OF RENTON `Gj� 04. DEPARTMENT OF PUBLIC WORKS J 2 Q C7 i LU T APPROVED BY DATE uJ APPROVED BY DATE V� A`' APPROVED BY DATE �A ° CONSJ APPROVED BY DATE v ROAD AND DRAINAGE NOTES AND DETAILS DATE 1 E1 /20/2018 ASBUILT - ALLURA AT TIFFANY PARK FIELDBOOK: PAGE: MAINVUE WA, LLC DRAWING N0: 1110112TH AVE NE, SUITE 202 W BELLEVUE, WA 98004 SHEET OF 45 68 pp T - 3 9 2 3 0 8 IR co N 0� co I 0 W Y rr W n Q 7 Z L LLJ 0 LL 1 rr J Z O 0 Z Y J Q m 0 U U) v 0 IYi O N N E a� 0 U) 0 rn I Ln Ln CD c0 0 LI7 LC) CD Q0 o CEMENT CONCRETE PEDESTRIAN CURB - � SEE NOTE 9 B LL m CURB RAMP / o / CEMENT CONCRETE PEDESTRIAN CURB - _ SEE NOTE 9 CEMENT CONCRETE CURB AND GUTTER - SEE NOTES 4 DETECTABLE WARNING SURFACE- CRI SEE STANDARD PLAN F-45.10 ASBUILT ROAD AND DRAINAGE NOTES AND DETAILS FOR ALL UIM AT TIFFANY PARK PTN OF THE W1/2 & SE1/4 OF THE SE1/4 AND PTN OF THE NE1/4, OF THE SW1/4 OF SEC. 21, TWP. 23 N., RGE 5 EAST, W. M. CITY OF RENTON KING COUNTY STATE OF WASHINGTON NOTES 4'-0"MIN.-SEE CONTRACT PLANS 1. At marked crosswalks, the connection between the curb ramp and the roadway must be LANDING CEMENT CONCRETE contained within the width of the crosswalk markings. CURB RAMP PEDESTRIAN CURB - 2. Where "GRADE BREAK" is called out, the entire length of the grade break between the two PLAN VIEW TYPE COMBINATION WITH BUFFER SEE NOTE 9 DETECTABLE WARNING SURFACE - `• SEE STANDARD PLAN F-45.10 3" R. (TYP) MATCH SIDEWALK IN - 0" MIN.) - ........::::: SEE CONTRACT PLANS DEPRESSED CURB AND 318'(IN) EXPANSION JOINT (TYP) - GUTTER - SEE NOTES 4 8 6 SEE STANDARD PUN F-30.10 C BUFFER STRIP (TYP) - CEMENT CONCRETE CURB /1 SEE CONTRACT PLANS AND G UTTER - SEE NOTES 4 8 6 DEPRESSED CURB AND GUTTER - DETAIL OD SEE NOTES 4 8 6 CURB RADIUS DETAIL adjacent surface planes shall be flush. 3. Do not place Gratings, Junction Boxes, Access Covers, or other appurtenances on any part of the Curb Ramp or Landing, or in the Depressed Curb and Gutter where the landing connects to the roadway. 4. See Contract Plans for the curb design specified. See Standard Plan F-10.12 for Curb, Curb and Gutter, Depressed Curb, Gutter and Pedestrian Curb details. 5. See Standard Plan F-30.10 for Cement Concrete Sidewalk Details. See Contract Plans for width and placement of sidewalk. 6. The Bid Item "Cement Concrete Curb Ramp Type _" does not include the adjacent Curb, Curb and Gutter, Depressed Curb and Gutter, Pedestrian Curb, or Sidewalks. 7. The Curb Ramp length is not required to exceed 15 feet (unless otherwise shown in the Contract Plans). When applying the 15-foot max. length, the running slope of the curb ramp is allowed to exceed 8.3%. Use a single constant slope from bottom of ramp to top of ramp to match into the sidewalk over a horizontal distance of 15 feet. Do not included the abutting landing in the 15-foot max. measurement. When a ramp is constructed on a radius, the 15-foot max. length is measured on the inside radius along the back of the walkway. S. Curb Ramps and Landings shall receive a broom finish. See Standard Specifications 8-14 9. Pedestrian Curb may be omitted if the ground surface at the back of the Curb Ramp and/or Landing will be at the same elevation as the Curb Ramp or Landing and there will not be material to retain. LEGEND 4' - 0" MIN. 16 - 0" MAX. DETECTABLE WARNING SURFACE - SEE STANDARD PLAN F-45.10 SLOPE IN EITHER DIRECTION CEMENT CONCRETE SEE CONTRACT PLANS SEE NOTE 7 GRADE BREAK 16 - W MAX. (TYP.) r - W MIN. 15'- 0" MAX. (TYP.) 1.5 OR FLATTER RECOMMENDED FOR * DESIGN/FORMWORK (2% MAX.) PEDESTRIAN CURB - SEE NOTE 9 GRADE SEE NOTE 7 SEE CONTRACT PLANS SEE NOTE 7 .* * OR FLATTER RECOMMENDED FOR 1r a BREAK SLOPE TOP OF GRADE BREAK GRADE BREAK DESIGN/FORMWORK (6.3% MAX.) DESK ** COUNTER 5 ROADWAY �� ... Y •Jr'J� * _ 6 �- ' LAUDING DEPRESSED CURB AND GUTTER - I CURB RAMP SEE STANDARD PLAN F-10.12 CURB RAMP . a LANDING CURB RAMP 1 AND NOTE 6 EXPANSION aT VAS/// l� 318" (IN) JOINT (TYP.) - SEE STANDARD PLAN F-30.10 SECTION O 9 SECTION O CONTRACTION JOINT (TYP.) - SEE STANDARD PLAN F-30.10 (ALONG INSIDE RADIUS AT BACK OF WALKWAY) FOR CURB RAMP LENGTHS GREATER THAN 6' - 0" PROVIDE O� ,F 2666D CONTRACTION JOINT EQUALLY SPACED 4' - 0" MIN. OC. Jp �I STBA \� 1P "CEMENT CONCRETE CURB RAMP TYPE Bf/ONAL Q�G COMBINATION" PAY LIMIT- SEE NOTE 6 CURB RAMP 4' - D' MIN. 3' - 0" MIN. (TYP.) SEE CONTRACT PLANS SEE Leller, Scott PLANS BUFFER TOP OF - Jun 24 2016 7:20 AM STRIP ROADWAY *� COMBINATION CURB RAMP STANDARD PLAN F-40.14-03 CEMENT CONCRETE CURB AND SHEET1 OF 1 SHEET CEMENT CONCRETE PEDESTRIAN CURB ITYPJ - SEE NOTE 9 SECTION B GUTTER - SEE NOTES 4 8 6 APPROVED FOR PUBLICATION c ii"z za (/,a0ra. f- PM ISOMETRIC VIEW TYPE COMBINATION ANN,w..nln.lro]pslm. PAY LIMIT D.P.nm.m.l T..n.P.,mlan T NOTES 4'-0'MIN.- p 4'-0"MIN .- A SEE CONTRACT PLANS SEE CONTRACT PLANS 1. At marked Crosswalks, the Connection between the landing and the 3/8" EXPANSION PEDESTRIAN CURS - 3/8" (IN) EXPANSION roadwaymust be contained within the width of the crosswalk markings. JOINT (TVP.) -SEE SEE NOTE 9 JOINT (TYP.) - SEE PEDESTRIAN CURB - STANDARD PLAN F.3a.10 STANDARD PLAN F-30.10 LANDING SEE NOTE 9 2. Where "GRADE BREAK" is called out, the entire length of the grade LANDING break between the two adjacent surface planes shall be Bush. B SIDEWALK 3. Do not place Gratings, Junction Boxes, Access Covers, or other appurte- / * C nances on any part of the Curb Ramp or Landing, or in the Depressed CURB AND GUTTER *�/ * SIDEWALK Curb and Gutter where the Landing connects to the roadway. I T R. 4. See Contract Plans for the curb design specified. See Standard Plan F-10.12 for Curb, Curb and Gutter, Depressed Curb and Gutter, and CURB AND GUTTER Pedestrian Curb details. CURB RAMP CURB RAMP CURB RAMP DETECTABLE WARNING SURFACE - 5. See Standard Plan F-30.10 for Cement Concrete Sidewalk Details. 4' - 0" MIN. - ` 4' - 0" MIN. - _ _ _ SEE STANDARD PUN F-45.10 See Contract Plans for width and placement Of sidewalk. SEE CONTRACT PLANS DETECTABLE WARNING SURFACE ^ SEE CONTRACT PLANS SEE STANDARD PLAN F-45.10 6. The Bid Item "Cement Concrete Curb Ram T does not include FACE OF CURB FACE OF CURB DEPRESSED CURB AND GUTTER p Type - DEPRESSED CURB AND GUTTER the adjacent Curb, Curb and Gutter, Depressed Curb and Gutter, CROSSWALK CROSSWALK Pedestrian Curb, or Sidewalks. 7. The Curb Ramp length is not required to exceed 15 feet (unless otherwise p shown in the Contract Plans). When applying the 15-foot max. length, LL PLAN VIEW DETECTABLE WARNING SURFACE - PLAN VIEW the running slope of the curb ramp is allowed to exceed 8.3%. Use a single TYPE PARALLEL A SEE STANDARD PLAN FW5.10 TYPE PARALLEL B constant slope from bottom of ramp to top of ramp to match into the sidewalk m over a horizontal distance of 15 feet. Do not include abutting landing(s) in arv. the15-foot max. measurement. When a ramp is constructed on a radius, the SEE CONTRACNTRACT PLANS GRADE BREAK 15-foot max. length is measured on the inside radius along the back of the oO CONTRACTION JOINT (TYP.) - SEE STANDARD PLAN F-30.1 a SLOPE walkway. FOR CURB RAMP LENGTHS GREATER THAN S' - 0"PROVIDE COUNTER TOP OF CONTRACTION JOINT EQUALLY SPACED 4' - 0" MIN. OC. 4r 5� ROADWAY 8. Curb Ramps and Landings shall receive a broom finish. See Standard ,.. Specifications 8-14. w 9. Pedestrian Curb may be omitted if the ground surface at the back of the CEMENT CONCRETE PEDESTRIAN LANDING DEPRESSED CURB AND GUTTER - 6 SEE STANDARD PUN F-10.12 Curb Ramp and/or Landing will be at the same elevation as the Curb CURB -SEE NOTE 9 > AND NOTE 6 Ramp or Landing and there will be no material to retain. SECTION O 4'-TMIN. 15'-0" MAX. (TYP) LEGEND SEE CONTRACT PLANS SEE NOTE 7 SLOPE IN EITHER DIRECTION GRADE BREAK SIDEWALK * 1.5% OR FLATTER RECOMMENDED FOR 15' - 0" MAX. (TYP.) 4' - D' MIN. 15' - 0" MAX. (TYP.) GRADE BREAK DESIGN/FORMWORK (2% MAX.) W SEE NOTE 7 SEE CONTRACT PLANS FORMWORK SEE NOTE 7 �. GRADE BREAK FLATTER RECOMMENDED FOR DESIGORK (8.3% MMAX.) - SEE NOTE 7 GRADE BREAK FORMW SIDEWALK .. _,... :. ,.. 7: 1rr 7k * CURB RAMP 30 (IN) EXPANSION JOINT (TYP) - PEDESTRIANCURB NORTE 9 LANDING 1 SEE STANDARD PLAN F-30.10 SC'OQ WAS- . `a CURB RAMP - FAQ�id CURB RAMP LANDING 5 318" EXPANSION JOINT (TYP) - 1 SECTION SEE STANDARD PLAN F-30.10 SECTION O (ALONG INSIDE RADIUS AT BACK OF WALKWAY) OF, .9 28680 (ALONG INSIDE RADIUS AT BACK OF WALKWAY) "CEMENT CONCRETE CURB RAMP TYPE cP AO1 STIR \� PARALLEL B" PAY LIMIT - SEE NOTE 6 B f7ONAL FAG "CEMENT CONCRETE CURB RAMP TYPE Zeller, Scott PARALLEL A" PAY LIMIT ^ SEE NOTE 6 Tun 24 2016 7:19 n \I PARALLEL CURB RAMP STANDARD PLAN F-40.12-03 SHEET OF 1 SHEET APPROVED FOR PUBLICATION k1,Denmr. lea �. fiw tun 2920162:2]PM ISOMETRIC VIEW ISOMETRIC VIEW Aft w..nt�sr.n sm. o.P.nm.n ei rr.n.Pe.mri.n TYPE PARALLEL A PAY LIMIT TYPE PARALLEL B PAY LIMIT T 1If - 0" MAX I END OR CORNER POST 1 V - Cr MAX. END OR CORNER POST I I I TENSION VWRE PULL POST I I U ON WIRE7STRETCHER BAR (TYP.) FABRIC SAND (TYP.) CONCRETE POST BASE (TYP.) 1OW - 0" MAR. TENSION WIRE try - Cr MAX. ITYP.) i B J LINE POST - SPACED ! BRACE TENSION TWISTED SELVAGE ! .� O 19 (FT) MAX. ! POST WIRE (TYP.) TIE VWRE WARE (TYP.) t7 b i m a (TYP) FABRIC BAND (TYP.) LL tt )1P KNUCKLED SELVAGE(TYPJ TYPE 3 600' -0' MAX. TENSION WIRE 1p - D. MAJ(. (TYP.) i B LINE POST -SPACED BRACE KNUCKLED i TENSION WIRE ® to (FT) MAX POST SELVAGE (TYP. TIE WIRE t pI TENSION WIRE (TYP.) b 1i = L) TIE WIRE (TYP.) FABRIC BAND (rvP) 1t NC KNUCKLED SELVAGE '! ) TYPE 4 POST AND RAIL SPECIFICATIONS 311T 1 yg, PIPE TOLL FORMED POST N_ C 7 NOM. SIZE (SCH. 40) SECTION WEIGHT I.D. (Ib/A) _ FENCE LINE FABRIC LOOP - 2 SIDES Y Z END, CORNER OR PULL POST 2 tr2" DtAM. O 5.10 LINE OR BRACE POST 2" DIAM. O 1.85 N� C 2 / w FABRIC BAND WITH J CARRIAGE BOLT AND NUT 0 O U O TIE WARE - SPACED 14 (IN) MAX (TYP.) TENSION WIRE HOG RING - SPACED 24" (IN) MAX. 2 REVISED PER CITY COMMENT 1 ASBUILT NO. REVISION END OR CORNER POST DETAIL OA BRACE POST DETAIL O BRACE BAND WITH TWO-WAY BRACE BAND WITH CARRIAGE BOLT AND NUT CARRIAGE BOLTS AND NUTS TENSION WARE - STRETCHER BAR TENSION VARIES TENSION WIRE __ ` TURNBUCKLE BRACE BAND WITH V I CARRIAGE BOLT AND NUT FABRIC BAND WITH CARRIAGE BOLT AND NUT (TYP.) NOTES PULL POST - SPACED HOG RINGS (TYP.) - 1. All Concrete post bases Shall be 10" (In) 1ODO' (FT) MAX. SPACED Q 24" (IN) MAX. minimum diameter. -^�9 1 TENSION BRACE POST 2 Along the top and bottom, using Hog Rings, fasten the Chain Link Fence Fabric to the Tension Wire within the limits of the first full fabric weave. 3. Details are illustrative and shall not limit hardware design or post selection TENSION WIRE of any particular fence type. 4. Fencing shall be used for security and boundary delineation only. STRETCHER BAR (TYP.) TIE WARES (TYP.) - ....... SPACED Q U" (IN) MAX. CHAIN LINK 1!;' FENCE FABRIC POS TENSION (� W� T CONCRETE PFABRIC BAND WITH OST BASE (TYP.) CARRIAGE BOLT AND _ NUT - SPACED 15" (IN) MAX. PULL POST - SPACED HOG RINGS (TYP.) - )Q 500' (FT) MAX. SPACED C 24" (IN) MAX. 1 / TENSION WARE BRACE POST STRETCHER ABRIC METHOD OF FASTENING STRETCHER BAR TO POST TENSION WIRE TIE WIRES (TYP.) - STRIET ER SPACED 2 14" (IN) MAX. BAR (TYPJ %JV//,t<!///!v CHAIN LINK r. �10 �Q OQ WASyZ ^ y41 9� FENCE FABRIC i4• L - C ABGISTS 10 AL 7 Barry. Ed Jul 14 2015 11:14 AM CHAIN LINK FENCE TYPES 3 AND 4 STANDARD PLAN L-20.10-03 SHEET 1 OF 2 SHEETS APPROVED FOR PUBLICATION ( arMntcr. JDIT Jul 14 2015 11:24 AM STATE DUE.GIxEER _ 7_ Waahin0lon Store D.pvitm.nl o(TroMPOMONon TURNBUCKLE O 0 IaJ STRETCHER BAR (TYP.) PULL POST (AT END OR CORNER) DETAIL O TWO-WAY BRACE BAND WITH CARRIAGE BOLTS AND NUTS TURNBUCKLE TENSION WIRES TENSION WIRES FABRIC BAND WITH CARRIAGE BOLT AND NUT (TYP.) SURVEYED: BCE DESIGNED: BJT BK 1/20/1 BJT DRARAG BK 1 1/2/18 BJT CHECKED: RAG BY DATE APPR APPROVED: BJT PULL POST (WITHIN RUN) DETAIL O SCALE: STRETCHER BAR (TYP) ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY TENSION WIRE V D1 WASy/ 10 0.e6' 'FBDI STET`%o fs1ONAL SSG arty, Ed Jul 14201511:14 AM U1f1a, CHAIN LINK FENCE TYPES 3 AND 4 STANDARD PLAN L-20.10-03 SHEET 2 OF 2 SHELTS APPROVED FOR PUBUCAT10N C rwmer. Jeff Jul 14 2015 1 L25 AM - arATE DESIGN ENGI148:n TrWo.hlnkPcn SMN D.Ponm.nr of TrenWorlaKen VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DAT U M /1-Ex)SnNG ASF'HP PAVEMENT SAWCUT (SEE NOTE 2) 6R7ER3AL 5T[ T IINIh1Uk 7" HMA (or ACP Class B) (SEE NOTE 1). OVER 6" CRUSHED ROCK RESOENT1AL STREET MINIMLm 4" HMA (or ACP CIOSS B) (SEE NOTE 1), OVER 5" CRUSHED ROCK CI TY OF RENTON Plonning/Building/Public Works Dept. 7 f5' ✓UIM ....... �..�� NOTE& 1. MUST MATCH EXISTING THkCKNESS 1F GREATER. 2. SAWCUT SHALL BE POSITIONED 1' - 0" BEYOND EDGE OF DAMAGED PAVEMENT. 3. THE INTENT OF THIS DESIGN is TO DESCRIBE PAVEMENT PLACEMENT AT THE GUTTER FACE. SEE STANDARD PLAN FOR CEMENT CONCRETE CURBS. STD. PLAN - 103 PUBLIC WORKS CURB AND GLITTER PFRO : D. DEPARTMENT REPLACEMENT DETAIL J.AT= TAL W� A, c z Z 41423el s/DNA L� 0����� 11-/z0/201- 2 c, U Z 5; Z O N UJ Q (/') J J a < LLJ X Z Z LLJ N < LLJ J Z Q I� O N N N 00 U L Z 00 N Cfl I-- 00 > Fr z Z CN Q I I LLJ LLJ LLJ LL7 Liz Z_ 0 Z ~ N .-..-. Ln N Ln Z - LLJ } W N 00 Z LLJ N N J CITY OF RENTON W DEPARTMENT OF PUBLIC WORKS Q Z = LIJ C? LO APPROVED BY DATE APPROVED BY DATE �R V� A`' O APPROVED BY DATE b►� N5J 0 CD r APPROVED BY DATE O z ROAD AND DRAINAGE NOTES AND DETAILS DATE 1 E1 /20/2018 m ASBUILT - ALLURA AT TIFFANY PARK O FIELDBOOK MAINVUE WA, LLC PAGE: DRAWING N0: 1110112TH AVE NE, SUITE 202 Ui BELLEVUE, WA 98004 U oi SHEET 46 OF Aw T - 3 9 2 3 0 9 IR w Q z 0 w 7) 0 z z a U N M z J � v rr Q II z III H Q Q rr J J Q LEGEND LUMINAIRE POLE SCHEDULE (THIS T LUMINAIRE LOCATION POLE NORTHING / MOUNTING ARM WATTAGE CRCUI I LUMINARIE LATITUDE LONGITUDE POLE STATION STATION OFFSET EASTING HEIGHT LENGTH (WATTS) N0. POLE COORDINATES COORDINATES COMMENT NO. REFERENCE (FT) (FT) (FT) NUMBER* 111 SE 18TH ST 10+ 17.7 17.9 RT - 14 0 44 A 4921 A44 N0470 27' 49.85" W122010' 29.91 " ER CITY OF RENTON S ANDARD PLAN 116.1 aSE 18TH ST 10+54.5 18.0 LT - 14 0 44 A (N 4922A44 N047027' S0.12" W1220 10' 29.24" R CITY OF RENTON TANDARD PLAN 116.1 ❑3 SE 18TH ST 1 1 +09.5 18.0 RT - 14 0 44 A 4923A44 N047° 2749.70" W1220 10' 28.68" P R CITY OF RENTON S ANDARD PLAN 116.1 ❑4 SE 18TH ST 1 1 +66.5 18.0 LT - 14 0 44 A 4924A44 N0470 2749.95" W122° 10' 27.78" ER CITY OF RENTON TANDARD PLAN 116.1 Iv 2" SCH40 SPARE (EMPTY WITH LOCATABLE MULE TAPE) *ALL CONDUIT SHALL BE PVC AND SHALL CONTAIN A GROUND WIRE EQUAL IN SIZE TO THE LARGEST CONDUCTOR, UNLESS OTHERWISE NOTED. NO. AS -BUILT PLANS REVISION TVN 1 1 1/ 1 8 1 J Z P I SURVEYED: LUMINAIRE POLE SCHEDULE (THIS SHEE Y U , LUMINAIRE LOCATION POLE NORTHING / MOUNTING ARM WATTAGE CIRCUI LUMINARIE LATITUDE LONGITUDE POLE STATION STATION OFFSET FASTING HEIGHT LENGTH (WATTS) N0. POLE COORDINATES COORDINATES COMMENT NO. REFERENCE (FT) (FT) (FT) NUMBER* ❑5 SE 18TH ST 12+23.5 18.0 RT - 14 0 44 A 4925A44 N04702749.51" W122010'27.01" PER CITY OF RENTON TANDARD PLAN 116.1 ❑6 SE 18TH ST 12+80.5 18.0 LT - 14 0 44 A 4926A44 N047027' 49.76" W1220 10' 26.14" PER CITY OF RENTON STANDARD PLAN 116.1 ❑7 SE 18TH ST 13+37.5 18.0 RT - 14 0 44 A 4927A44 N047027' 49.34" W1220 10' 25.42" ER CITY OF RENTON TANDARD PLAN 116.1 ❑8 SE 18TH ST 13+94.5 18.0 LT - 14 0 44 A 4928A44 N047027' 49.57" W1220 10' 24.51 " PER CITY OF RENTON TANDARD PLAN 116.1 ❑9 SE 18TH ST 14+48.3 18.0 RT - 14 0 44 A 4929A44 N047027'49.14" W1220 10'23.84" 4 PER CITY OF RENTON TANDARD PLAN 116.1 10 SE 18TH ST 15+39.8 18.0 RT - 14 0 44 B 4930A44 N047027' 48.87" W1220 10' 22.61 " PER CITY OF RENTON STANDARD PLAN 116.1 1 1 SE 18TH ST 16+05.0 18.0 LT - 14 0 44 B 4931 A44 N047027' 48.92" W1220 10' 21.53" )IPER CITY OF RENTON TANDARD PLAN 116.1 12 SE 18TH ST 16+60.0 18.0 RT - 14 0 44 B 4932A44 N047027' 48.34" W1220 10' 21.11 " PER CITY OF RENTON TANDARD PLAN 116.1 13 SE 18TH ST 17+ 15.0 18.0 LT - 14 0 44 B 4933A44 N047027' 48.30" W1220 10' 20.16" PER CITY OF RENTON TANDARD PLAN 116.1 11ER 4 SE 18TH ST 17+70.0 18.0 RT - 14 0 44 B 4934A44 N047027' 47.68" W1220 10' 19.90" CITY OF RENTON STANDARD PLAN 116.1 15 SE 18TH ST 18+25.0 18.0 LT - 14 0 44 B 4935A44 N047027' 47.52" W1220 10' 18.98" ER CITY OF RENTON TANDARD PLAN 116.1 16 11 SE 18TH ST 18+80.0 18.0 RT - 14 0 44 B 4936A44 N047027' 46.88" W1220 10' 18.88" PER CITY OF RENTON TANDARD PLAN 116.1 17 SE 18TH ST 19+35.0 18.0 LT - 14 0 44 B 4937A44 N047027'46.64" W1220 10' 18.03" PER CITY OF RENTON STANDARD PLAN 116.1 18 SE 18TH ST 19+85.0 18.0 RT - 14 0 44 B 4938A44 N047027' 46.02" W1220 10' 18.05" PER CITY OF RENTON TANDARD PLAN 116.1 19 124TH PL SE - - N 172282.8 14 0 44 A 4939A44 N047027' S1.82" W122010' 22.79" PER CITY OF RENTON E 1309056.4 TANDARD PLAN 116.1 ©0 124TH PL SE - - N 172255.5 14 0 44 A 4940A44 N047027' S1.59" W1220 10' 21.87" PER CITY OF RENTON E 1309118.7 TANDARD PLAN 116.1 21 124TH PL SE 27+95.7 18.0 LT - 14 0 44 A > A44 N047027' S1.08" W1220 10' 21.96" PER CITY OF RENTON \4941 STANDARD PLAN 116.1 © 124TH PL SE 28+09.0 62.5 RT - 14 0 44 A 4942A44 N047027' S1.06" W1220 10' 23.05" ER CITY OF RENTON TANDARD PLAN 116.1 ©3 124TH PL SE 28+68.1 18.0 RT - 14 0 44 A 4943A44 N047027' S0.42" W1220 10' 22.81 " PER CITY OF RENTON TANDARD PLAN 116.1 ©4 124TH PL SE 28+97.6 18.0 LT - 14 0 44 A 4944A44 N047027' S0.09" W122010' 22.43" PER CITY OF RENTON TANDARD PLAN 116.1 ©5 124TH PL SE 29+54.5 18.0 RT - 14 0 44 A 4945A44 N047027' 49.67" W1220 10' 23.16" ER CITY OF RENTON STANDARD PLAN 116.1 ©6 124TH PL SE 30+34.7 18.6 LT - 14 0 44 C 4946A44 N047027' 48.80" W122 0 10'23.03" ER CITY OF RENTON TANDARD PLAN 116.1 ©7 124TH PL SE 30+88.1 18.0 RT - 14 0 44 A 4947A44 N04702748.41" W122010'23.75" PER CITY OF RENTON TANDARD PLAN 116.1 ©8 124TH PL SE 31 +42.6 18.0 LT - 14 0 44 C 4948A44 N04 70 2 7'4 7.83 " W1220 10'23.51 " PER CITY OF RENTON STANDARD PLAN 116.1 ©9 124TH PL SE 31 +95.6 18.0 LT - 14 0 44 A 4949A44 N04 70 2 7'4 7.40 " W122 0 10'24.23 " JIPER CITY OF RENTON STANDARD PLAN 116.1 30 124TH PL SE 32+62.4 18.0 RT - 14 0 44 A 4950A44 N047027' 46.77" W122 0 10'24.53" )PER CITY OF RENTON TANDARD PLAN 116.1 31 ROAD A 20+32.5 18.1 LT - 14 0 44 C 4951 A44 N0470 27' 47.05" W1220 10' 23.60" 4 PER CITY OF RENTON TANDARD PLAN 116.1 3© ROAD A 20+69.5 18.0 RT - 14 0 44 C 4952A44 N047027' 46.58" W122010' 23.34" PER CITY OF RENTON STANDARD PLAN 116.1 DESIGNED: RDM/TDL DRAWN: TDL CHECKED: JZP BY DATE APPR APPROVED: JZP SCALE: HORIZ: 1 " = 40' VER: N/A ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M DURING CONSTRUCTION PER CITY 0 ALLED BY NOTE 1. SEE IL03 FOR GENERAL NOTES, LIGHT LEVELS, SERVICE BREAKER SCHEDULE, AND CIRCUIT DIAGRAM. 2. SEE IL04 AND IL05 FOR ILLUMINATION DETAILS. CONSTRUCTION NOTES O1 INSTALL PRESTIGE SERIES 44W LED POST -TOP LUMINAIRE (CY17T4 VS3AR 31_3 44W 4000K 240 277V RAL 9005TX "JET BLACK" UNIVERSAL DRIVER) BY CYCLONE AT 14FT MOUNTING HEIGHT PER CITY OF RENTON STANDARD PLAN 116.1. 20 INSTALL TYPE 1 JUNCTION BOX PER WSDOT STANDARD PLAN J-40.10-04, CITY OF RENTON STANDARD PLAN 119 FOR UNDERGROUND ILLUMINATION SYSTEM DETAILS, AND CITY OF RENTON STANDARD PLAN 120 FOR CONCRETE PAD DETAILS. 30 INSTALL TYPE 2 JUNCTION BOX PER WSDOT STANDARD PLAN J-40.10-04, CITY OF RENTON STANDARD PLAN 119 FOR UNDERGROUND ILLUMINATION SYSTEM DETAILS, AND CITY OF RENTON STANDARD PLAN 120 FOR CONCRETE PAD DETAILS. ® INSTALL 120/240 VOLT STREET LIGHTING CONTACTOR CABINET PER CITY OF RENTON STANDARD PLANS 122.1 AND 123. 50 COORDINATE WITH PSE FOR FINAL POWER CONNECTION. © INSTALL TYPE 8 JUNCTION BOX PER WSDOT STANDARD PLAN J-40.30-04, CITY OF RENTON STANDARD PLAN 119 FOR UNDERGROUND ILLUMINATION SYSTEM DETAILS, AND CITY OF RENTON STANDARD PLAN 120 FOR CONCRETE PAD DETAILS. CITY OF RENTON Planning/Building/Public Works Dept. CITY OF RENTON E:>EPAFtTMENT OF PUBLIC WORKS APPROVED BY DATE APPROVED BY DATE APPROVED BY DATE APPROVED BY DATE AS -BUILT ILLUMINATION PLAN ALLURA AT TIFFANY PARK MAINVUE WA, LLC 11100 MAIN STREET, SUITE 100 BELLEVUE, WA 98004 za,T®o o¢ Wasy��A W y CEO ,p 5440 �Fs �'1QrsT�g �� Y SfONAL14 Zp\ Z ju Qw m D ZC) OC) Z T O VJ Q 0� 0 O ♦^ 0_ v! z z Q Q L � Lr) (0 m (0� C? LO N N 0000 Ln Ln N N � X LLI Q t!Ll co 0 N LU � M �00 cf) (3) wz z O LU zZ zz w= >U) M z � Q J c� Y N Y RI DATE: 07/12/2017 m FIELDBOOK: O PAGE: DRAWING NO: IL01 W SHEET: 1 OF: U T-3923 t 1 0 w Q z 0 LLI 7) 0 z z a a U N 11) v Q z Q LL LL Q Q rr D J J Q NOTE 1. SEE IL03 FOR GENERAL NOTES, LIGHT LEVELS, SERVICE BREAKER SCHEDULE, AND CIRCUIT DIAGRAM. 2. SEE IL04 AND IL05 FOR ILLUMINATION DETAILS. CONSTRUCTION NOTES O1 INSTALL PRESTIGE SERIES 44W LED POST -TOP LUMINAIRE (CY17T4 VS3AR 31_3 44W 4000K 240 277V RAL 9005TX "JET BLACK" UNIVERSAL DRIVER) BY CYCLONE AT 14FT MOUNTING HEIGHT PER CITY OF RENTON STANDARD PLAN 116.1. O2 INSTALL TYPE 1 JUNCTION BOX PER WSDOT STANDARD PLAN J-40.10-04, CITY OF RENTON STANDARD PLAN 119 FOR UNDERGROUND ILLUMINATION SYSTEM DETAILS, AND CITY OF RENTON STANDARD PLAN 120 FOR CONCRETE PAD DETAILS. O3 INSTALL TYPE 2 JUNCTION BOX PER WSDOT STANDARD PLAN J-40.10-04, CITY OF RENTON STANDARD PLAN 119 FOR UNDERGROUND ILLUMINATION SYSTEM DETAILS, AND CITY OF RENTON STANDARD PLAN 120 FOR CONCRETE PAD DETAILS. N m 0 LUMINAIRE POLE SCHEDULE ((HIS SHEET ONLY) LUMINAIRE LOCATION POLE NORTHING / MOUNTING ARM WATTAGE CIRCUI LUMINARIE LATITUDE LONGITUDE POLE STATION STATION OFFSET FASTING HEIGHT LENGTH (WATTS) N0. POLE COORDINATE COORDINATE COMMENT N0. REFERENCE (FT) (FT) (FT) NUMBER* 33 124TH PL SE 33+02.6 18.0 LT - 14 0 44 C 4953A44 N047027' 46.30" W122010' 24.15" P R CITY OF RENTON ANDARD PLAN 116.1 34 124TH PL SE 33+55.6 18.0 RT - 14 0 44 A 4954A44 N047027' 45.83" W122010' 24.80" R CITY OF RENTON S NDARD PLAN 116.1 35 124TH PL SE 34+08.6 18.0 LT - 14 0 44 C 4955A44 N047027' 45.26" W122 0 10'24.42" ER CITY OF RENTON ANDARD PLAN 116.1 36 124TH PL SE 34+61.6 18.0 RT - 14 0 44 A 4956A44 N047027' 44.77" W1220 10' 25.07" P R CITY OF RENTON S ANDARD PLAN 116.1 3© 124TH PL SE 35+ 14.6 18.0 LT - 14 0 44 C 4957A44 N047027' 44.24" W122010' 24.69" ER CITY OF RENTON S NDARD PLAN 116.1 38 124TH PL SE 35+69.6 18.0 RT - 14 0 44 A 4958A44 N047027' 43.74" W122 0 10'25.33" P R CITY OF RENTON TANDARD PLAN 116.1 39 124TH PL SE 36+23.6 18.0 LT - 14 0 44 C 4959A44 N047027' 43.18" W122010' 24.96" P R CITY OF RENTON S ANDARD PLAN 116.1 40 124TH PL SE 36+79.6 18.0 RT - 14 0 44 A 4960A44 N047027' 42.83" W122 0 10'25.57" ER CITY OF RENTON S ANDARD PLAN 116.1 41 124TH PL SE 37+34.6 18.1 LT - 14 0 44 C 4961 A44 N047027' 42.04" W122010' 25.25" P R CITY OF RENTON ANDARD PLAN 116.1 42 124TH PL SE 37+55.6 18.6 RT - 14 0 44 A 4962A44 N047027' 42.10" W122 0 10'25.73" R CITY OF RENTON S NDARD PLAN 116.1 43 ROAD A 21 +26.5 18.0 LT - 14 0 44 C 4963A44 N047027' 46.56" W122010' 22.38" R CITY OF RENTON �TANDARD PLAN 116.1 44 ROAD A 21 +83.5 18.0 RT - 14 0 44 C 4964A44 N047027' 45.92" W122010' 22.10" P R CITY OF RENTON S ANDARD PLAN 116.1 45 ROAD A 22+40.5 18.0 LT - 14 0 44 C 4965A44 N047027' 45.70" W122010' 21.18" ER CITY OF RENTON S ANDARD PLAN 116.1 46 ROAD A 22+97.5 18.0 RT - 14 0 44 C 4966A44 N047027' 45.04" W122010' 21.15" P R CITY OF RENTON ANDARD PLAN 116.1 4© ROAD A 23+54.0 18.0 LT - 14 0 44 C 4967A44 N047027' 44.76" W122010' 20.28" P R CITY OF RENTON S NDARD PLAN 116.1 48 ROAD A 24+ 12.0 17.5 RT - 14 0 44 C 4968A44 N047027' 44.09" W122 0 10'20.24" ER CITY OF RENTON ANDARD PLAN 116.1 49 ROAD A 24+74.0 18.0 LT - 14 0 44 C 4969A44 N047027' 43.78" W122010' 19.34" R CITY OF RENTON )ANDARD PLAN 116.1 50 ROAD A 25+32.5 18.0 LT - 14 0 44 C 4970A44 N047027' 43.29" W1220 10' 18.86" R CITY OF RENTON S NDARD PLAN 116.1 51 ROAD A 25+95.5 18.0 RT - 14 0 44 C 4971 A44 N047027' 42.82" W1220 10' 18.23" P R CITY OF RENTON TANDARD PLAN 116.1 52 ROAD A 26+47.5 18.0 LT - 14 0 44 C 4972A44 N047027' 43.37" W122010' 17.74" P R CITY OF RENTON S ANDARD PLAN 116.1 53 ROAD A 26+94.0 18.0 RT - 14 0 44 C 4973A44 N047027' 43.33" W1220 10' 16.91 " 1A CITY OF RENTON S ANDARD PLAN 116.1 54 ROAD A 27+40.5 18.0 LT - 14 0 44 C 4974A44 N047027' 43.87" W1220 10' 16.61 " P R CITY OF RENTON ANDARD PLAN 116.1 55 SE 18TH ST 20+35.0 18.0 LT - 14 0 44 B 4975A44 N047027' 45.82" W122010' 17.24" R CITY OF RENTON S NDARD PLAN 116.1 56 SE 18TH ST 20+85.0 18.0 RT - 14 0 44 B 4976A44 N047° 27' 45.20" W122° 10' 17.25" ER CITY OF RENTON TANDARD PLAN 116.1 5© SE 18TH ST 21 +35.0 18.0 LT - 14 0 44 B 4977A44 N047027' 44.99" W122010' 16.44" P R CITY OF RENTON S ANDARD PLAN 116.1 58 SE 18TH ST 21 +87.0 18.0 RT - 14 0 44 B 4978A44 N047027' 44.27" W122010' 16.37" ER CITY OF RENTON S ANDARD PLAN 116.1 59 SE 18TH ST 22+59.5 18.0 LT - 14 0 44 B 4979A44 N047027' 43.94" W122010' 15.44" P R CITY OF RENTON ANDARD PLAN 116.1 60 SE 18TH ST 23+09.5 18.0 LT - 14 0 44 B 4980A44 N047027' 43.53" W122010' 15.05" P R CITY OF RENTON S ANDARD PLAN 116.1 61 SE 18TH ST 23+57.0 18.0 RT - 14 0 44 C 4981 A44 N047027' 42.93" W122010' 15.08" ER CITY OF RENTON STANDARD PLAN 116.1 LUMINAIRES 62 THROUGH 67 ARE SHOWN ON ILO3. * NUMBER TO BE PROVIDED BY CITY OF RENTON DURING CONSTRUCTION PER CITY OF RENTON STANDARD PLAN 121. TO BE INSTALLED BY CONTRACTOR. WIIN G SCHEDULE 0 NO. RACEWAY CONDUIT SIZE* CONDUCTOR COMMENTS 1 2" SCH40 2-#8 ILLUMINATION CIRCUIT A 2 2" SCH40 2-#8 ILLUMINATION CIRCUIT B 3 2" SCH40 2-#8 ILLUMINATION CIRCUIT C 4 2" SCH40 4-#8 ILLUMINATION CIRCUIT A AND C 5 2" SCH40 6-#8 ILLUMINATION CIRCUIT A, B AND C 2" SCH80 2-#8 ILLUMINATION CIRCUIT A 6 2" SCH80 SPARE (EMPTY WITH LOCATABLE MULE TAPE) 2" SCH80 2-#8 ILLUMINATION CIRCUIT B 7 2" SCH80 SPARE (EMPTY WITH LOCATABLE MULE TAPE) 2" SCH80 2-#8 ILLUMINATION CIRCUIT C 8 2" SCH80 SPARE (EMPTY WITH LOCATABLE MULE TAPE) 9 PSE TO PROVIDE POWER CONNECTION 2" SCH40 6-#8 ILLUMINATION CIRCUIT A,B,AND C 10 2" SCH40 SPARE (EMPTY WITH LOCATABLE MULE TAPE) *ALL CONDUIT SHALL BE PVC AND SHALL CONTAIN A GROUND WIRE EQUAL IN SIZE TO THE LARGEST CONDUCTOR, UNLESS OTHERWISE NOTED. 1 AS -BUILT PLANS TVN 1 1 /18 JZP SURVEYED: SCALE: HORIZ: 1 " = 40' DESIGNED: VER: N/A RDM/TDL DRAWN: TDL ONE INCH CHECKED: AT FULL SCALE JZP IF NOT ONE INCH NO. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY JZP 1MAT�HLINE 24Tu �_ CITY OF RENTON E:>EPAFtTMENT OF PUBLIC WORKS APPROVED BY DATE APPROVED BY DATE APPROVED BY DATE 1 cry �w m z 0C) U z T 0 VJ Q O� 0.0 O z v! Q Q L � co 0 N LU � M �00 cf) rn LLJ Z Z O LU z= w QU) Q M z �Q J c� Y N Y APPROVED BY DATE DATE: VERTICAL: NAVD 1988 AS -BUILT ILLUMINATION PLAN HORIZONTAL: NAD 1983/1991 t CITY OF 07/ 12/2017 ALLURA AT TIFFANY PARK PIAEGDBOOK: mu RENTON MAINVUE WA LLC DATUM DRAWING Planning/Building/Public Works Dept. 11100 MAIN STREET, SUITE 100 IL02 BELLEVUE, WA 98004 SHEET: 2 OF: 5 �TF-F3�9�2�3� 1 1 r A � 1 W Q z Z z a a U N n 00 N 00 O N N E N a Q O / / i7 i rr W n Q Z/ z U H W 7 H 0 rr D J Q N U n La L IL DD N O N \ 3 to I _J V) (D a� Ln / a U Q� 'L C C LJj C O 0 E 0 W C 0 0 0 Q I 0 Ih PAINT SPECIFICATIONS' ALL ALUMINUM LUMINAIRE AND POLE RELATED PARTS SHALL BE FACTORY PRIMED AND PONDER COATED. F111SH -DOLORS RAL 9OO5TX 'JET BLACK' 18-1/4" PRESTIGE SFAIES (CYI7T4) LED POST -TOP WMMAIRE (WATTAGE PER PLANS, 4,003l CCT, 120-277V UNIVERSAL DRIVER, 'MTH V53AR n ,Q. RIBBED ACRYLIC LENS) BY CYCLONE (OR APPROVED EQUAL). DRIVER y SHALL BE INTEGRAL TO THE FIXTURE. (4) OVAL SLOTS ACCEPTING 1'x36'x4' GALVANIZED STEEL ANCHOR BOLTS 0 11 t5� BASE PLATE DETAIL 24' B - /5 BARS. 2" CONDUIT UNLESS EVENLY SPACED STATED DTHERWSE ON PLANS CENTER CONDUIT IN FOUNDATION BOLT CIRCLE (DIA PER BASE PLATE MAL, ANCHOR BOLT THIS SHEET) I4 HOOPS 0 12" FOUNDATION SECTION 2" CONDUIT UNLESS STATED OTHERWISE ON GROUND POLE TO FOUNDATION PLANS 3/4' CNAMFER (TYP) - V-6' WIN BELOW _�] GROUND, T FOR STREET UGHT 2'-0' MIN UNDER PAVEMENT SIANDAW DECAL NUMBERING DETAIL, . REFER TO OTY OF EXTEND THE CONDUIT RENTON SIB PLAN 121 6' MIN BEYOND FOUNDATION OR THE CONTROLLED DENSITY BACKFILL z IV-0' FLUTED SHAPE, 5" DIAMETER, 14 HDOPS 0 12- x STRAIGHT ALUMINUM POLE L (PDI5-14-BD46-RAt9MTX-TN43) B - 05 BARS. BY CYCLONE (OR APPROVED EQUAL) EVENLY SPACED - 2 1/2" CUR ES 3' MIN. BOLT PROJECTION INSTALL CROUT. PROVIDE I/2" DIA DRAIN 24' - TUBE THROUGH GROUT. FOUNDATION DETAIL 7/6' DIA HOLE tiw" -��' � �2• 1/4' STEEL PLATE 2".5" HANDHOLE BUILT CIRCLE (DIA PER BASE PLATE DECORATIVE ALUMINUM CLAMSHELL DETAIL, THIS SHEET) BASE ODV'ER.13045 BY CYCLONE (OR APPROVED EQUAL) POLE BASE DETAIL ANCHOR BOLT TEMPLATE DETAIL SEE POLE BASE TOP OF. FOUNDA71I7N_— DETAIL, THIS SKEET ANCHOR BOLT, 4 TOTAL, 3/4' DIA (TYP) 16' DIAMETER BASE COVER 3/4- HEX NUTS, STEEL (6 REOV PER ANCHOR BOLT), FLAT WASHERS (6 RECD PER ANCHOR BOLT) `- FOR FOUNDATION DETAILS, SEE THIS SHEET ANCHOR BOLT ASSEMBLY DETAIL POLE ELEVATION FOUNDATION DETAILS I NEIGHBORHOOD STREET STD. PLAN - 116.1PUBLIC WDRKS PROVE - t DEPARTMENT PEDESTRIAN LUMINAIRE ' -.- FIXTURE AND POLE DETAILS DA p GI� gg3 � I Go Go U u . r~ N m z 3 x .9 �� I a ww z � I N ZZ � O J ° 2 i w 3 m O z0 ' C N !r C O Q to W w 3� N N Xx WW G U MUYd 0 o ls/Iz�i.in zN W 8U www C.L Gao 3 wOpx w r;ZNp(//- =is� Foo': b; . APB o �a Nc- \� oaf �Q Ix 3� b �® ¢L� 3ANNw m z }-Cs9m; o Ialxg O O 0-0 O �"t' WOD C 2mw J W WI L U W Y�== a—oga3 Woo 0; mnm' s 4 � r_ o-n �Go p N� btajWI: E3 cUJ OW �7�BZs< Wig JWHOI++Y ¢r g say W I- 03 �x <c $ Z W E_ z � I E_a M O W. W Qi I I1--U r-1 I E-1 m a `�Y O — PUBLIC WORKS SERVICE CABINET STD. PLAN 122.1 • ' DEPARTMENT WITHOUT BBS AP T , o. o r- I 1 I I I W I in I m I I - REFER TO WSDOT LOCKING LID STANDARD DUTY JUNCTION BOX TYPES 1 & 2 STANDARD PLAN J-40.10-03 SPLICE KITS CLEAR EPDXY � SWIPRE RUNS ON ALL THRU 4" CONCRETE PAD N 2' MIN. \ 1 #9 BARE COPPER GROUND HARE 1 -j/B EQUIPMEN WIREW/GREEN INSULATION FROM SERVICE CABINET -- 2 -LIGHTING SYSTEM — WIRES TO CONTACTOR (SIZED AS REG-D.) 5/B'z8' COPPER CLAD GROUND ROD LUMINAIRE WIRES WILL BE A CONTINUOUS RUN REFER TO WSDOT LOCKING LID STANDARD DUTY JUNCTION BOX TYPES 1 & 2 STANDARD PLAN J-40.10-03 SPLICE KITS CLEAR EPDXY � SWIPRE RUNS ON ALL THRU 4" CONCRETE PAD N 2' MIN. \ 1 #9 BARE COPPER GROUND HARE 1 -j/B EQUIPMEN WIREW/GREEN INSULATION FROM SERVICE CABINET -- 2 -LIGHTING SYSTEM — WIRES TO CONTACTOR (SIZED AS REG-D.) 5/B'z8' COPPER CLAD GROUND ROD LUMINAIRE WIRES WILL BE A CONTINUOUS RUN FROM FUSE HOLDER TO FIXTURE WITH NO SPLICES. GROUND R00 FUSE KITS QUICK DISCONN4EC O LUMINAIRE 3 AMP IN LINE FUSE KITS LUMINAIRE WIRES WILL BE �gy?2 S.E.C. OR EQUAL AWG IN A JACKETED CAB NOTES: 1. EQUIPMENT GROUND HARE &BARE WIRE SHALL BE SECURELY FASTENED TO THE GROUND LUG INSIDE THE POLE HANDHOLE. ALL BONDING &GROUNDING CONNECTIONS SHALL REMAIN ACCESSIBLE FOR INSPECTION AND MAINTENANCE. 2. IF THE FIXTURE MANUFACTURER HAS MADE PROVISION FOR THE ATTACHMENT OF A GROUND WIRE A GREEN INSULATED WIRE OF THE SAME SIZE SHALL BE RUN FROM THE FIXTURE TO THE GROUND LUG INSIDE THE POLE HANDHOLE. 1F THE FIXTURE MANUFACTURER HAS A GROUND LUG A #8 GREEN INSULATED WIRE SHALL BE RUN FROM THE FIXTURE GROUND LUG TO THE PONE GROUND LUG. it OF BE LEVEL L 1�Y O s� * PUBLIC WORKS ,PIN oZ DEPARTMENT TYPICAL LIGHTING UNDERGROUND SYSTEM D � STD. PLAN — 119 I STREET LIGHTING CONTACTOR CABINET WIRING SCHEMATIC TYPE III SERVICE 120/240 VOLT B A B 100 A MAIN BREAKER (MIN.) 2 POLE 240 VOLT,�� t O � Q m Q BRANCH BREAKERS � E 120/240 VOLT Z TEST SNITCH 16 POLE A e B TERMINAL A B II � C BLOCK B B I I B B B A UTILITY PLUG (GFI) A A q STREET LIGHTING B CONTACTORS B B B B D CIRCUIT WIRES TO LIGHTING RUNS A PHOTO -CELL TO GROUND MOUNTED ON ROD NEAREST LUMINAIRE WIRING COLOR CODE A. WHITE JACKET (NEUTRAL) B. BLACK JACKET (LINE) C. GREEN JACKET (GROUND) D. RED JACKET (LOAD) E. GREEN OR BARE WIRE (GROUND) 'CY STD. PLAN — 123 PROVE . f Z. + PUBLIC WORKS DEPARTMENT STREET LIGHTING CONTACTOR CABINET SCHEMATIC r y, DIAMETER = 7/8" 4-7/8" 1/4" LOAD LINE 1/4" FUSE CUTTING RINGS FUSE KITmonssr EPO"FI.L.LL INLINE SPLICE r � vo�re�l VVTt JY'Lll.t SPLICE KIT FUSE KIT &SPLICE HIT DETAILS ADOPTED VO CITY of RENTON ♦ STANDARD PLANS N'C I3T DATE: 04/04 DWG. NAME: J013 SP PAGE: J013It LJw Li # CONDUIT ENTR. AREA a . 00 •4 . -a , PLAN VIEW SIZE TO FIT CABINET SIZE TO FIT CABINET 6" 6" 1'-0" 7'-0' e N N . da. FRONT VIEW -Grade Level i9 • ••d SIDE VIEW STREET LIGHT CONTACTOR FOUNDATION Shim to plumb Shim to plumb See Note 3 +I 14 hoop e See Note 3 }I /4 hoops .o (/4 bar each comer o L14 bar each comer LB' MIN 1" to 2" 3/8' diameter plastic drain s1oE vTEw 3/B' diameter plastic drain SIDE vlEw 1'-8' Cabinet de lh 1'-6' 1'-6" Cabinet depth 1'-6' + 2+ 2 i . }E4 bar each :S bar each i corner •; corner N N + yc AS -BUILT PLANS TVN 11/18 JZP SURVEYED: DESIGNED: RDM/TDL DRAWN: TDL CHECKED: JZP N0. REVISION BY DATE APPR APPROVED: JZP SCALE: HORIZ: N/A VER: N/A ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M OO OZ e " 3� O O e J r4 STREET LIGHT POLE JUNCTION BOX PLAN VIEW 4" DEEP a • , d d .a Z SIDE VIEW •a a J a LIGHTING STANDARD & JUNCTION BOX PLAN VIEW 1' INDIVIDUAL JUNCTION BOX NOTE: CLASS `B' CONCRETE TO BE USED IN CONSTRUCTION OF PAD PUBLIC WORKS DEPARTMENT CONCRETE PAD DETAILS PLAN — 120 OvSM. ANTO /MR :: CITY OF RENTON Planning/Building/Public Works Dept. CITY OF RENTON DEPARTMENT OF PUBLIC WORKS APPROVED BY DATE APPROVED BY DATE APPROVED BY DATE APPROVED BY DATE AS —BUILT ILLUMINATION PLAN ALLURA AT TIFFANY PARK MAINVUE WA, LLC 11100 MAIN STREET, SUITE 100 BELLEVUE, WA 98004 �T�- MITOO Lf> CO c00 � M I to N N 00 00CN W Q UU (3ILL ) m ZU O o Z O N �Q �M Z00 CO N � Y DATE: 07/12/2017 11J FIELDBOOK: O PAGE: DRAWING N0: IL04w\J SHEET: 4 OF: 5 Mv, W 3�9�2�3�1 3 M N C1M Nt I 0 W I- V rr ^Q n W Q 7 Z L (3 Q W (3LL 0 H a ZD I..L J J r) W 46" 0 0 42„ SEE HINGE DETAIL at GROUND STUD (TYP) 36" <4> }(SEE NOTE 4) GAP M1/6" z B BETWEEN LIDS NOTES 1. All box dimensions are approximate. Exact configurations vary among manufacturers. 2. Minimum lid thicknesses are shown. Junction Boxes installed in sidewalks, walkways, and shared -use paths shall have a slip -resistant coating on the lid and lip cover plate and shall be installed with the surface flush with and matched to the grade of the sidewalk, walkway, or shared -use path. The non -slip lid shall be identified with permanent markings on the underside, indicating the type of surface treatment (see Contract Documents for details) and the year of manufacture. The permanent marking shall be 1/8" (in) line thickness formed with a mild steel weld bead and shall be placed prior to hot -dip galvanizing. 3. Lid support members shall be 3/16" (in) min. thick steel C, L, or T shape, welded to the frame. Exact configurations vary among manufacturers. -------------------- ------------- 1 ! 4. A 1/4-20 NC x 3/4" (in) S. S. ground stud shall be welded to the bottom of each lid; include (2) S. S. nuts and (2) S. S. flat washers. SEE NOTE 8 LU 5. The hinges shall allow the lids to open 180". 3 a 6. Bolts and nuts shall be liberally coated with anti -seize compound. I 01 �i 7. Connect Equipment Bonding Jumper to ground stud on lid. As an alternative to the ground stud connection, the Equipment y G O ^j w Bonding Jumper shall be attached to the front face of the hinge pocket with a 5/16-20 NC x 3/4" (in) S. S. bolt, (2) each S. S. nuts, -- -- -- 3 SEE HANDLE DETAIL wand (2) each S. S. flat washers. Equipment Bonding Jumper shall be #8 AWG min. x 4' (ft) of tinned braided copper. to 8. The System Identification letters shall be 1/8" (in) line thickness formed by a mild steel weld bead. See Cover Marking detail. ° Grind off diamond pattern before forming letters. See Standard Specification 9-29.2(4) for details. oou°ion j " 9. See the Standard Specifications for alternative reinforcement and class of concrete. 0 t_ h®1 ° 10. See Standard Plan J-40.10 for Welded Wire Fabric and Headed Anchor Shear Stud attachment details. • • _ _-_._-_-_-_-_-_-_. 11. Capacity - conduit diameter = 24" (in) 12. Lid Bolt Down Attachment Tab provides a method of retrofitting by using a mechanical process in lieu of welding. Attachment Tab IT shown depicts a typical component arrangement; actual configurations of assembly will vary among manufacturers. See approved HEADED ANCHOR SHEAR STUD - I TYP-) ! DIAMOND PATTERN manufacturers' shop drawing for specifics. 3/8" (IN) x 3" (IN), 10 COUNT STUDS J 3/16 1 112 (SEE NOTE 2) EVENLY SPACED AROUND FRAME 13. Unless otherwise noted in the plans or approved by the Engineer, Junction Boxes, Cable Vaults and Pull Boxes shall not be placed within the sidewalk, walkway, shared use path, traveled way or paved shoulders. All Junction Boxes, Cable Vaults, and Pull Boxes placed within the traveled way or paved shoulders shall be Heavy -Duty. 1" 4 STUDS EVENLY SPACED ! 14. Distance between the top of the conduit and the bottom of the Junction Box lid shall be 6" (in) min. to 8" (in) max. for final grade of 0 Equipment Grounding Conductor (TYP) new construction only. See Standard Specification 8-20.3(5). Where adjustments are to be made to existing Junction Boxes, PLAN VIEW or for interim construction stages during the contract, the limits shall be from 6" (in) min. to 10" (in) max. See Standard Q Copper Solderless Crimp Specification 8-20.3(6). Connector LOCKING LID STANDARD DUTY JUNCTION BOX 0 Equipment Bonding Jumper ® Foundation J®SEA ® See Contract for conduit size HEX COUPLING NUT and number 42„ (TYP.) - SEE DETAIL "C" 30 ®� pV WAS TOP OF BASE COURSE y7� 3116" (TYP.) 3" (TYR) 20" TOP OF SOIL SURFACE INSIDE WIDTH OF FOUNDATION F C 1/2" (IN) STEEL LIFT HOLE - 3/16" (TYP.) 3" (TYP.) COVER PLATE 1" (IN) - 2" (IN) TOP OF PAVED (TYP.) DIAM. SURFACE GROUND STUD �0 9 39820 Ul - AFAF WELDED R E (TWIRE (wwF) ��ssIONAL #5 HOOP 3 2 �5 1 w �i - '� 4x4-W2.9 (6 GAGE) iv WITH 8" (IN) O 2" MIN. #5 HOOP WITH (SEE NOTE 9 Bailcy,'Pcd 3 0 OVERLAP - rn z 3 U)) 8" (IN) OVERLAP - D ,'. ) Apr 25 2016 5:09 PM O 2 TIES 1" { �P) O W 2 TIES WELDED WIRE HOOP m 4 o MIN. P' m U 4 �` o (TYP.) W2.9 (6 GAGE) LQ('iK�Nr7 LID STANDARD o (SEE NOTE 9) w_ - p" 3" D o j a D DUTY JUNCTION BOX N 1 CRUSHED SURFACING • • z • 4 TYPE 8 � LL iD (BASE COURSE OR TOP COURSE) - � O STANDARD PLAN J-40.30-04 v = PER STANDARD SPECIFICATION 9-03.9(3) "',` c LL ° N F N O SHEET 1 OF 2 SHEETS PVC CONDUIT GRS CONDUIT SECTION O TAPER DIVIDER ENDS TO MATCH INSIDE - TAPER OF BOX BOX INTERIOR LENGTH - 1/16" O 5/16" �) (IN) x 1" (IN) S. S. �P1/4 U_ COUPLING NUT 5/16" (IN) x 1 1/2" (IN) S. S. U (TYP.) SET SCREW (TYP.) J ^" 10 GAGE M DIVIDER PLATE STEEL Z ELEVATION VIEW SIDE VIEW 9 (FOR TYPE 2 JUNCTION BOX ONLY) 0 A LID SUPPORT (Tl P.) C (SEE NOTE 3) GROUND STUD (SEE NOTE 4) COUPLING NUT FOR ALTERNATIVE 2 - SEE SHEET 2 LID LIFTING NOTCH - 1/4" (IN) x 3/4" (IN) HEADED ANCHOR SHEAR STUD - 318" (IN) x 3" (IN) 10 COUNT STUDS EVENLY SPACED AROUND FRAME (PLACE TO SIDE OF LID BOLT DOWN SUPPORT A- NGLE WHEN USING LOCK- EE 3116V11/2\" ) -- --------- a -----' -- ---------- z LIDO O O DOD � 1 n 0HOOK 0 1 (TYP.) O�ODO q SEE NOTE 7 --f-q----�- h b d I 1 1 C 1 ING DETAIL ALTERNATIVE 2) (SEE NOTE 11) _ l 1 3/8' (IN) DIAM. HOLE WITH /..\ D 112 - 13 x 1 1/2 STAINLESS `Y� J STEEL PENTA HEAD BOLT 1 1/4" GAP (TYP.) 4" FOR HOOK RELEASE (TYP,) BOLT PLATE -SEE DETAIL LOCKING LID STANDARD (TYP) 3/16 31a DUTY JUNCTION BOX 3/16 3/4 (CONDUITS NOT SHOWN) TOP OF SOIL A SURFACE OR FINISHED GROUNDING STUD 1 1/2" MIN. GRADE (SEE NOTE 4) E STEEL 3/- CO ER COVER PLATE LID HOOK a s 1 s 1 w w F to � Z z aI ?� LL, 1 p L N 2 1 MIN m O 3 2" w 3 (SEE NOTE 6) MAX. ^ . MIN Ln CRUSHED SURFACING (BASE 3 COURSE OR TOP COURSE) - PER w STANDARD SPECIFICATION 9.03.9(3) N 40 PVC 40 GRS CONDUIT ' CONDUIT 1 ,-' SECTION A SECTION O CONDUITS NOT SHOWN APPROVED FOR PUBLICATION Carpenter, Jeff eQ�L�LCeSiF2. Apr 28 2016 3:15 PM ems" STATE DESIGN ENGINEER I/ Washington State Department of Transportation NOTES 1. All box dimensions are approximate. Exact configurations vary among manufacturers. 2. Minimum lid thickness shown. Junction Boxes installed in sidewalks, walkways, and shared -use paths shall have a slip -resistant coating on the lid and lip cover plate, and shall be installed with the surface flush with and matched to the grade of the sidewalk, walkway, or shared -use path. The non -slip lid shall be identified with permanent markings on the underside, indicating the type of surface treatment (see Contract Documents for details) and the year of manufacture. The permanent marking shall be 1/8" (in) line thickness formed with a mild steel weld bead and shall be placed prior to hot -dip galvanizing. 3. Lid support members shall be 3/16" (in) minimum thick steel C, L, or T shape, welded to the frame. 4. A 114-20 NC x 314" (in) stainless steel ground stud shall be welded to the bottom of the lid; include (2) stainless steel nuts and (2) stainless steel flat washers. 5. Bolts and nuts shall be liberally coated with anti -seize compound. YP.) 6. Equipment Bonding Jumper shall be # 8 AWG min. x 4' (ft) of tinned braided copper. DIAMOND PATTERN 3/8" (IN) STEEL COVER 7. The System Identification letters shall be 1/8" (in) line thickness formed with a mild steel weld bead. See (SEE NOTE 2) LIP PLATE (TYP.) Cover Marking detail. Grind off diamond pattern before forming letters. For System Identification details, LID SUPPORT (TYP.) see Standard Specification 9-29.2(4). WELDED WIRE 8. When required in the Contract, provide a 10" (in) x 27 1/2" (in), 10 gage divider plate, complete, with FABRIC (TYP.) (TYP-) 1/8 fasteners, in each Type 2 Junction Box where specified. 9. When required in Contract provide a 12" in deep extension for each Type 2 Junction Box where specified. q , P ( ) P YP P 10. See the Standard Specifications for alternative reinforcement and class of concrete. JLL c m 11. Headed Anchor Shear Studs must be welded to the Steel Cover Lip Plate and wire tied in two places to the vertical Welded Wire Fabric when in contact with each other. Wire tie all other Headed Anchor Shear Studs to the horizontal Welded Wire Fabric. 12. Lid Bolt Down Attachment Tab provides a method of retrofitting by using a mechanical process in lieu of welding. Attachment Tab shown depicts a typical component arrangement; actual configurations of w assembly will vary among manufacturers. See approved manufacturers' shop drawings for specifics. 13. Unless otherwise noted in the plans or approved by the Engineer, Junction Boxes, Cable Vaults, and HEADEDANCHOR Pull Boxes shall not be placed within the sidewalks, walkways, shared use paths, traveled ways or paved SHEAR STUD (TYP.) 1/Z„ shoulders. All Junction Boxes, Cable Vaults, and Pull Boxes placed within the traveled way or paved (SEE NOTE 11) MIN shoulders shall be Heavy -Duty. WELDED WIRE HOOP (TYP.) WWF WIRE TIED TO 14. Distance between the top of the conduit and the bottom of the Junction Box lid shall be 6" (in) min. to 8" (in) (SEE NOTE 10) HEADED ANCHOR max. for final grade of new construction only. See Standard Specification 8-20.3(5). Where adjustments SHEAR STUD (TYP.) are to be made to existing Junction Boxes, or for interim construction stages during the contract, the SECTION OD limits shall be from 6" (in) min. to 10" (in) max. See Standard Specification 8-20.3(6). PERSPECTIVE VIEW GROUND STUD (SEE NOTE 4) 3/8" (IN) STEEL � ,®SEi)� COVER LIP PLATE 0 B Equipment Grounding COUPLING NUT FOR ALTERNATIVE 2 - ®� Op WAS TOP OF PAVED Conductor 1 1/2 MIN. SEE DETAIL "E" ALTERNATIVE 2 / SURFACE 2 Copper Solderless F LID SUPPORT (TYP.) -TOP OF �V O PP 3E (IN) STEEL 3/16" L SHAPE SHOWN COURSE BASE Crimp Connector COVER LIP PLATE (TYP) L� (SEE NOTE 3) a. O9 Equipment Bonding HEADED ANCHOR P Jumper (See Note 6) SHEAR STUD (TYP.) OWN YFCI a0 See Contract for conduit WELDED WIRE s G size and number I FABRIC (TYP.) sIONAL y� o w o .`: j (VNF) 4x4-W2.9xW2.9 w 111 O = J 8 m w CO LL 20 o g o 0 N ~ 1 JUNCTION BOX DIMENSION TABLE x Q� g ITEM BOX TYPE TYPE 1 TYPE 2 A OUTSIDE LENGTH OF JUNCTION BOX 22" 33" B OUTSIDE WIDTH OF JUNCTION BOX 17" 22 1/2" C INSIDE LENGTH OF JUNCTION BOX 18" - 19" 28" - 29" D INSIDE WIDTH OF JUNCTION BOX 13" - 14' 17" - 18" E LID LENGTH 17 5/8" 28 5/8" F LID WIDTH 12 5/8" 18 1/8" CAPACITY - CONDUIT DIAMETER 6" 12" (6 GAGE) (SEE NOTE 10) p / Bndey, Ted Apr 25 2016 9:32 AM (/ ' 2 g 3 WELDED WIRE HOOP (TYP.) W2.9 (6 GAGE) LaGKING LID STANDARD2 `- (SEE NOTE 10) DUTY JUNCTION BOX TYPES 1 & 2 STANDARD PLAN J-40.10-04 o SHEET 1 OF 2 SHEETS APPROVED FOR PUBLICATION C"rpente,, Jeff Apr 2820163: 12 PM SECTION O STATE DESIGN ENGINEER 7 Washington State Department of Transportation (CONDUITS NOT SHOWN) 0 0 0 LL 1" to J I 1 3J18" m FRAME - L 1 3/4" (IN) x z 1/2" (IN) x 3/16" (IN) 7 3/16 V a a (TYP.) ' i v 1/4 ! - WWF -TIED IN 2 a v PLACES TO HEADED ' ANCHOR SHEAR STUD a (SEE NOTE 10) Q a ' a v 3/8" (IN) x 3" (IN) HEADED p ANCHOR SHEAR STUD - Q WELDED TO LIP PLATE a , (SEE NOTE 10) v 3" LID SUPPORT - 3/16" (IN) MIN. THICK V7 (IN) STEEL COVER PLATE GROUND STUD WITH 2 NUTS AND 2 WASHERS (TYP.) (SEE NOTE 4) EQUIPMENT BONDING JUMPER (TYP.) (SEE NOTE 7) HEX COUPLING NUT - S. S. W16 NC x 7/8" (IN) WITH S. S. W16 INC x 3/4" (IN) BOLT AND 4 EACH S. S. WASHERS (TYP.) DETAIL 0 1/2" (IN) STEEL 5" HANDLE STOP - COVER PLATE 6" (IN) x 3" (IN) x 1!4" (IN) ------------ DIAM. HOLE (TYP.) I I -------------------- S. S. PIN WITH SNAP RING GROOVE (TYP.) TOP VIEW S. S. FLAT WASHER (TYP.) HANDLE STOP 1 S. S. SNAP RING (TYP.) V/- 1!2" (IN) STEEL COVER PLATE (TYP.) 3J8 HINGE DETAIL (TYP.) 1/4 1 2„ 5/8" (IN) x 1" (IN) VERTICAL SLOT 01 r Q [V 2" BOLT PLATE CHANNEL ALTERNATE LOCATION FOR ATTACHMENT OF EQUIPMENT BONDING JUMPER (SEE NOTE 7) HANDLE - BENT 112" (IN) STEEL ROD, FLUSH WITH LID 1" (IN) x 1" (IN) x 1/4" (IN) (TYP.) J FRONT VIEW HANDLE DETAIL 1" 1 112" 1 3/8" 2 1/4" 3/16 1 112 1/2 - 13 x 1 1/2 S. S. PENTA HEAD BOLT AND 1/2" (IN) S. S. FLAT WASHER 3l16" LID SUPPORT - 3/16" (IN) MIN. THICK FRAME - L 1 314" (IN x HANDLE 1/2 - 13 x 1 1/2 S. S. PENTA -SEE DETAIL 5!8" (IN) x 1" (IN) 1 3/8" (IN) DIAM. HOLE J®SEp� 1/2" (IN) x 3/16" (IN) HEAD BOLT AND 1!2" (IN) VERTICAL SLOT 1/2" (IN) STEEL COVER PLATE S. S. FLAT WASHER - 112" (IN) STEEL COVER PLATE - ®� pp WASfj7 (Tyq> 3/16 _ SHOWN CUT AWAY FOR CLARITY W 'CQ' 5 FRAME - L 1 3/4" (IN) x 3l16 (TYP.) 3l16 1/2" (IN) 3/16" (IN) o r �0 BOLT PLATE LID SUPPORT - 9 39820 �'CI v v CHANNEL 1/4 3/16" (IN) MIN. THICKNESS 8S STEM �G1� i 3/16 11/2 sJONAL �' (TYP.) 4 HANDLE STOP - 3l16 ` SLOTTED S. S. CHANNEL 6" (IN) x 3" (IN) x 1/4" (IN) BOLT PLATE CHANNEL - Apr 25 2016 5: 10 PM P v WITH S. S. CHANNEL NUT WELD TO STEEL COVER PLATE a /ate a V11, a - a AND SPRING LVGRING LID STANDARDI' WWF - TIED IN 2 PLACES TO HEADED ANCHOR 3/8" (IN) x 3" (IN) HEADED 1,4 DUTY JUNCTION BOX SHEAR STUD (SEE NOTE 10) 4 , v ANCHOR SHEAR STUD - 5/8" (IN) x 1" (IN) TYPE 8 a WELDED TO LIP PLATE (SEE NOTE 10) HORIZONTAL SLOT ° ° STANDARD PLAN J-40.30-04 v 4 SLOTTED S. S. CHANNEL SHEET 2 OF 2 SHEETS WITH S. S. CHANNEL NUT AND SPRING APPROVED FOR PUBLICATION Ca,penrer, JetT DETAIL O G411#1erer• N6 AX 28 2016 3:15 PM 3" STATE DESIGN ENGINEER DETAIL O ISOMETRIC VIEW Washington Stale Department of Transportation 1/2 - 13 x 1 1/2 S. S. PENTA HEAD LID LIFTING NOTCH - 1/4" (IN) x 3/4" (IN) 1/4" LID LIFTING NOTCH 2" 21/2" BOLT AND 112" (IN) S. S. FLAT WASHER 3/16" LID SUPPORT - L SHAPE SHOWN 1 3/8" (IN) DIAM. HOLE 3/8" (IN) STEEL COVER PLATE - 3/8" (IN) STEEL 3/8" (IN) STEEL (SEE NOTE 3) 3/16" 2" (IN) x 1/4" (IN) - 3 1" 1 5/8" 0 SHOWN CUT AWAY FOR CLARITY COVER LIP PLATE COVER PLATE ` GAGE STEEL SPACER BOLT PLATE CHANNEL - LL SEE DETAIL - 3/8" (IN) STEEL 1/2 - 13 x 1 1/2 S. S. PENTA HEAD v - 3/16 (TYP.) COVER LIP PLATE BOLT AND 1/2" (IN) S. S. FLAT WASHER TYP.) 1( N a 1„ 3/1 B 1 5/8" IN x (TYP-) 3/16 11/2 1/B HORIZONTAL m ° 4 3116 1 ( 1/8 SBOLT PLATE EE DE AIL CHANNEL - °' ( ) 2" (IN) x 1l4" (IN) - 3 GAGE °. LID SUPPORT - o' e ° . LID HOOK - 1" (IN) x _._._.. SLOT STEEL SPACER L SHAPE SHOWN 3/16 1" (IN) x 3/16" (IN) ANGLE 3/16 1 1/2 o SLOTTED STEEL CHANNEL o (SEE NOTE 3) 4' 5/8" (IN) x 1" (IN) (TYP') 3/16 0 "� LID SUPPORT - 3116 a a 3 (SEE NOTE 6) HORIZONTAL SLOT HEX COUPLING NUT WWF - WELDED TIED IN 2 PLACES ' L SHAPE SHOWN WWF - LID BOLT DOWN TO LIP PLATE o o (SEE NOTE 3) TO EACH HEADED d 1 5/8" (IN) SLOTTED S. S. ATTACHMENT TAB - d ANCHOR SHEAR STUD 3/16 3/16 CHANNEL WITH S. S. SEE DETAIL WELDED WIRE o0 CHANNEL NUT AND SPRING WWF 4x4-W2.9xW2.9 (TYP.) 4 HEX COUPLING NUT DETAIL (6 GAGE) ) HOOP ((6 GAGE) (SEE NOTE 10) 1 S. S. 5/16-NC x 7/8" (IN) WITH (SEE OF NOTE 10) S. S. 5/16-NC x 3/4" (IN) BOLT ALTERNATIVE 1 SHOWN (SEE SECTION OC PERSPECTIVE VIEW LID SUPPORT - 1/4" LID LIFTING NOTCH LSHAPE SHOWN (SEE NOTE 3) 3/16" 3/16 318" (IN) STEEL 1/2 - 13 x 1 112 S. S. PENTA COVER LIP PLATE HEAD BOLT AND 1/2" (IN) S. S. FLAT WASHER 1/8 BOLT PLATE CHANNEL - = SEE DETAIL 3/16 1 112 WWF - TIED IN 2 a 3 (SEE NOTE 6) PLACES TO HEADED ANCHOR SHEAR STUD 4 WWF 4x4-W2 9xW2 9 3/8 (IN) x 3 (IN) HEADED LID BOLT DOWN ATTACHMENT & (3 EACH) S. S. 5/16 (IN) ANCHOR SHEAR STUD - TAB - SEE DETAIL FLAT WASHERS WELDED TO LIP PLATE DETAIL E ALTERNATIVE 1 ALTERNATIVE 1 SHOWN LID BOLT DOWN ATTACHMENT TAB 1/2 -13 x 1 112 S. S. PENTA HEAD (SEE NOTE 12) BOLT AND 112" (IN) S. S. FLAT WASHER 1 3/8" (IN) DIAM. HOLE 2" 9/1 DIAM. 2 2" LID LIFTING NOTCH - 1/4" (IN) x 3/4' (IN) BOLT PLATE CHANNEL - 1 11. HOLE SEE DETAIL 3/8" (IN) STEEL COVER PLATE - g i (TYP. )� 31 s 1 (TYPSEE NOTE 10) a a ATTACHMENTBOLDO N HEX COUPLI3/8" (IN) x 3" (IN) S. S. 5/16-NCNG /8u(IN) WITH SEE DETAIL HEADED ANCHOR S. S. 5/16-NC x 3/4" (IN) BOLT & THREE SHEAR STUD - EACH S. S. 5/16- (IN) FLAT WASHERS WELDED TO LIP PLATE LID BOLT DOWN SUPPORT ANGLE - 1 1/2" (IN) x 3" (IN) x 114" (IN) ANGLE DETAIL ( ALTERNATIVE 2 SHOWN 112 - 13 x 1 1/2 S. S. PENTA HEAD BOLT AND 1/2" (IN) S. S. FLAT WASHER 3/16" 1 1!8" (IN) x 2" (IN) 3/8" (IN) PLATE 1 118" (IN) x 2" (IN) VERTICAL COVER LIP PLATE VERTICAL SLOT (TYP') 3/16 A g 3/16 V \ \ 3/16 1 112 1/8" (IN) x 314" (IN) STEEL ANGLE WWF -TIED IN2 PLACES TO HEADED 3/16 •aa 1/8" (IN) x 3/4" (IN) ANCHOR SHEAR STUD o ANGLE (TYP.) 114" (IN) STEEL PLATE WWF 4x4-W2.9xW2.9 " a .Q po 1/4" (IN) S. S. PLATE (TYP.) (6 GAGE) LID SUPPORT - L SHAPE SHOWN (SEE NOTE 10) (SEE NOTE 3) 3/8" (IN) x 3" (IN) HEADED ANCHOR SHEAR STUD - DETAIL OE WELDED TO LIP PLATE ALTERNATIVE 3 SHOWN _ SHOWN CUT AWAY FOR CLARITY M 1 i 518"(IN) x I (IN) 3116 1 1/2 7/16" (IN) x 1 VERTICAL ') SLOT LID SUPPORT - L SHAPE SLOT i m SHOWN (SEE NOTE 3)_-_ - I - a EXPODIAM. LID BOLT DOWN DIAM.. H HOLE SUPPORT ANGLE TO ATTACH ALTERANGLE N ATTVE 2 LID ACHMENT NTTOLT TAB OWN 1/2" (IN) S. S. HEX NUT 1/4I (IN) ANGLE LID � 3 1�" LID BOLT DOWN SUPPORT 7/16" (IN) x 3/4" (IN) SLOT ANGLE - 2" (IN) x 2" (IN) x BOLT PLATE CHANNEL DETAIL 1/4" (IN) ANGLE 1/2" (IN) S. S. HEX NUT O o LLTERNATIVE 2 SHOWN 1/8 (TYP.) PERSPECTIVE VIEW ALTERNATIVE 2 LID BOLT DOWN ATTACHMENT TAB 1 112 - 13 x 1 1/2 S. S. PENTA HEAD BOLT (SEE NOTE 12) AND 1/2" (IN) S. S. FLAT WASHER 3/8" (IN) STEEL COVER 118" (IN) x 3/4' (IN) PLATE - SHOWN CUT 'v 1/4" (IN) STEEL PLATE AWAY FOR CLARITY AL STEEL ANGLE 1/4" (IN) STEEL PLATE 3/16 1 1/2 1 LID SUPPORT - 3 118 m L SHAPE SHOWN a !.314 (SEE NOTE 3) �3/4(11/8 1/8" (IN) x 3/4" (IN) STEEL RADIUS 1/2" IN S. S. x ( ) 1/8" IN 3/4' IN STEEL AN RIGHT ANGLE ( ) ( ) SHOWN, MIRROR IMAGE HEX NUT ANGLE - MIRROR IMAGE DETAIL OF FOR LEFT ANGLE ALTERNATIVE 3 FOR LEFT ANGLE ALTERNATIVE 3 SHOWN LID BOLT DOWN ATTACHMENT TAB PERSPECTIVE VIEW (SEE NOTE 12) J OSEp� ®4 pF WASfjI(� d� � a � �O ,9 39820 O �V� ssfONAL^��G CITY OF RENTON MEPARTMENT OF PUBLIC WORKS APPROVED BY DATE APPROVED BY DATE APPROVED BY DATE APPROVED BY DATE AS -BUILT PLANS TVN 11/18 JZP SURVEYED: SCALE: AS -BUILT ILLUMINATION PLAN VERTICAL: NAVD 1988 DESIGNED: HORIZ: N/A HORIZONTAL: NAD 1983/1991 All CITY O RDM/TDL VER: N/A ALLURA AT TIFFANY PARK DRAWN: mu R E N TO N MAINVUE WA, LLC TDL ONE INCH DATU M CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. JZP IF NOT ONE INCH 11100 MAIN STREET, SUITE 100 N0. REVISION BY DATE APPR APPrR)OZPD: SCALE ACCORDINGLY BELLEVUE, WA 98004 �T� C7 CO CO� 00 r to N 0000 LO to N IIL 't "t LU Q Q. LI H LL m D Z O U ` Z 0 N ILL m !Z O 00 U) 0) 0 wZ � ZLLI (D Z) Z Z LU < � QQ Q Z L co Y N � Y DATE: dfi 07/12/2017 m FIELDBOOK: 0 PAGE: DRAWING NO: IL05 �Uj SHEEr: 5 OF: 5 Mv, __ W ���311 4