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HomeMy WebLinkAboutR-4230081 I ss s CNI \ \ \ I I 1 I \ 1 so \ \ \ ---------- \ --------------- \ \ 1 \ I LLJ \\ \ \\ Y \ I ~ ( \ I XISTINGT TO ESEWER CONTRACTOR TO GRIND AND I \ / 0VfRLA Y EXISTING ROAD PER COR I TRENCH RESTORATION AND STREET I _- \ \ I Ol/ERLA Y REQUIREMENTS 1 \ z C) A N SCALE: 1 " = 3 0' 0 15 30 60 I I SEE GRADING DETAIL � \ I I \ _ -1-1 \ � I----- - 1 - I O \ \ \1 I NO. 2 ON SHEET C3.31 1 I I `CONNECT PROPOSED ROAD /I I \ \ N / I TO.ORCAS A VE NE I I \ \ \ \ - SUPPORT POWER POLE WITH I I I EXCA VA TOR OR ECOL OGY I \ I I \ If I I \ \ \ FUTURE CONNECTION PROPOSED BLOCK DURING CONS7RUC77ON \ l LLJ I \ I I \ < \, I I I \ \ \ \ TO PASCO A l/E NE BY OTHERS CL N \ CONTRACTOR TO GRIND AND \ I I I I I I \ \ 0Vf_RLA Y EXISTING ROAD PER COR 1 EXISTING POWER AND TELECOM TO BE SHALL BE \ \ I \ \ \ \ I I Z TRENCH RESTORATION AND STREET RELOCATED UNDERGROUND BETWEEN THE UTILITY P \ l \ \ I I Ol/ERLAY REQUIREMENTS 30.0 1 POLES. NOTE A SEPARATE PERMIT lS REQUIRED P P ` \ \ - SEE GRADING DETAIL EP,• 3 36°02 \ FOR ALL UTILITY FRANCHISES AND MA Y OBTAINED I L \ NO.. 1 ON SHEET CJ 31 051 F I - I O i \ N88 31"W 625 4_ I - I \ 1,051E SF oHP POST ISSUANCE OF Cll/lL PERMIT. \ \ 751 I I / G \ 32. -- V I I - 747 DRII/EWAY SHALL BE PER 1 I I I I ��� \ I \ 1 \ I \ s \ \ ss95 PAD 874�� a745 also � I I � 31 0 __ I I COR STD. PLAN 104.3 0 1 J I �0,511 ± Sr\ 1 1 I g 1 \ o r - - - - - - - 505.5 ----- - - - - -- TYP PAD \SAD l I \ I PAD I 9,335E Sf1 I \ p- \ as - ��-\ 7 ^� - I 1 477. 0 4§7. 0 / I I \ PAD \ I \ � o6 o \ I 488. 0 \ I 498° 0 500.. 44op \ o0 00 % h° N I ROW .o l I Z1,070E SF I-"---- \ I \aa I I\ W \ STREETLIGHT \\ I a ti I 91100E \ - O - \ \ I 1 II / . s� / I I oo / I I o _5 2- _ I MAILBOX lMTH TYPE 2 \ ) ~ = I \�� 032E SF 816E U s SUPPORT AND STEEL POST \ \ I PAD PAD / \ PER STD PLAN H027, r - - - - I / \ I � I I H028 - �- - -I 499.�35� I - 429 0 I PAD ftmftftSEE SHEET A 1 5 I _ _� _ \ I I I \ \ 1 a7o, Soo L _ I �499. 9 C.21 I �I I \ I I P: 5 46.79 I � Y'\�ii Y' I I \ / I I \ \ \ `� 0 -498. J � _ FORSkARLOTED �R &W 8Y / � \ \ i T _ Vf I ST DETENTION I PAD 10 \ q1 i- - r -/ PAD / / '� B I = oo SEE SHEET V �I a1.#f SF VAULT I l 10 1 f I \ \ R 1 / �� 5000 / _ I I \ 488. 0 7 P D 1 / I I CEMENT CONCRETE // 1 C3.21 I\ I \ I I RETAINING _ _ I I DRII/EWA Y ENTRANCE PER 4 / I 1498.0 WALL I \ l 1 v� , ' 5 _ I I I I 4 STD PLAN 104.3 TOP. 496.7 \ 600 �,, PAD I o o / as,9 \ \ 498 509.9 J \ / 5, 87 • F \ 496 5 10, 014.E s q 30.01 4.,� 500. 0 508 \ 8614 86,6 \ 490 2 \ h ROAD ^ ,p\�6 I LOT 4-6 ACCESS T 1 1 M \ ) - - - �sn \ , » '. ` p c � OFF OF THE ALLEY I I LL1 ib \ 0753 W 46.5�3 TOP. 492.0 - - - - - - - s \ - "' Q l I i Z 1� I SEE GRADING DETAIL TOE. \ 490.3 \ \ :'f.. - -- - - NO.3 ON SHEET C.3.31 � TOR- 493.3 I 's ' ° � - o L TOE.• 49 • 496° 09 i U 0 TOP.- O98.TOR- TOR- 494.9 985- FltF jEXISTING CURB 490 6 4944 , TO BE REMO! ED------- TO . 495.0 TOE.• 491.4 1 84 TO \• 4 Of 0 � \ NB9 320 "W 1 45 � � � � I i a- I PROPOSED CURB 1 0 : 494.0 I \ . � �' SEE SHEET C3.22 � 1 �E.• 92.0 FOR SECTION F-F \ BEAM GUARDRAIL TYPE 31 PER \ WSDOT STD PLAN C-20.10-07. I TOP. 49.6 a2s2 _ I 1 ----- - - - 348 i TOE- 494.' I / FACE OF RAIL TO ALIGN WITH PC' 3f 1" .8 1 I � \ o_ • -a�349 LLJ I THE BACK OF SIDEWALK. SEE zl , a SEPARATE BUILDING j � �; I / DETAIL SHEET C335 \ • � i '.. \ � I \ \ � L­1354 o------------------- PERMIT IS REQUIRED FOR / \� 827 I P.�iO \ INI \ • s I I ------------------ 4 TO B, THE RET'ATMMG- i%A--L--- 4910 12 1 \ \ ! I EXISTING TREES z ------------- -_-� \�__---� II I \ 12, PAD SF\ I 0 I 1 \ I 015E SF SEE B23oo 267 I \ \ y \ I 1 I I RETAINED (TYPE L1J __� \ I 495.0 A A 355 _- I r \ \ 1 \I I a 356 I I ' I Q ILIC, ---------------4------� \ I \ \ \ I \ \ : ':. I\ 494 5 I I ss359 ss I `�s- - -------- - 494.91 .3� 3 f �- ---------J 3so /'+ 8249-I \ \ 636 TR. Ca L1J I \ \ \ \ J I ------ z tk .j i 799E SF I I 494 I 363 - II ----- --- -- 4. ---- I _ _ 1 - I TR. H L--�" i \ I 'k SHEET \ \ I �s950f SF , C3.21 I �367 8242 I I 1368 I \ PAD 9 308SF PAD \ \� o \ 1 \I\ 3b- II89.0 493.5 I 9, 005E SF _I _ _ _ _ _ - _ _ - - I�- - _ _ _ _ _ - _ _ _ I �z7•L _ u L�\� ace unnc - _ _ _ _ ` SEE SHEET C3. 02 PROJEC T NO. 20134 S�IIDEKo R-423O08 IN COMPLIANCE WITH CITY OF RENTON STANDARDS �� •�F WAS,y��� CIVIL ENGINEERING r DEVELOPMENT ENGINEERING lr,(� LANDSCAPE ARCHITECTURE Wanders 06/07/2023 o'•. ,� 41a4a a •� PLANNING L DESIGN SURVEYING 101VAL EN -5-23 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 1 CITY COMMENTS SES 10/12/22 SHM SURVEYED: SCALE: DATE: RDW VERTICAL: NAVD 1988 MARCH 2O22 DESIGNED: SHM 2 REVISE WALL SES 3/7/23 SHM HORIZONTAL NAD 1983/1991 CITY OF FIELD3 CITY COMMENTS SES 1 /25/23 SHMPRI BOOK: 4 CITY COMMENTS SES 6 5 23 SHM DRAWN: SES DA U T M R E N TO N PAGE, ROAD AND GRADING PLAN PAGE ONE INCH DRAWING N0: CHECKED: SHM AT FULL SCALE Planning/Building/Public Works Dept. C3.01 IF NOT ONE INCH NO. REVISION BY DATE AP P R APPROVED: SHM SCALE ACCORDINGLY SHEET: 8 OF. 40