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HomeMy WebLinkAboutR-432705N 1 1 0 Lu O J z_ v Q O O O w LEGEND CONSTRUCTION NOTES (FURNISH & INSTALL) SENECA AV SW � O ADJUST EXISTING HYDRANT TO GRADE AND REPLACE BOLLARDS (R.O.W. ARI S) 'n / _ _ � PROPERTY LINE PER DETAIL'1/C5.4'. (TYP.) I (PUBLIC ASFHA ROAD) d (CURB WIPH V RIES) �� /�N CONCRETE CURB AND GUTTER _50 O2 PROTECT EXISTING FIRE DEPARTMENT CONNECTION CD O3 PROTECT EXISTING ROOF LEADERS HEAVY DUTY ASPHALT PAVEMENT 89°09'55"E S89°09'55"E P L S1 °13'40"W W N1 °13'940"E S89° '55"E - N89°09'55" (ASPHALT LAYER ONLY)* 4 PROTECT EXISTING FENCING Q 15.00 E711 317.It 50'/10.88 •47 3 .51' N OTi _, , * __ _ VLT W + + + + +� + 15.00 HEAVY DUTY ASPHALT PAVEMENTPROTECT EXISTING RAILS N 1=1 IV= rl �V= rl �V= 1=1 1=1 14N-I11 �N±I- t I' ICI - - - = I- = - (FULL DEPTH) -50- + _III-1I1=1I�- III 1= - I =1 _ I - I I•I_ 1== Ohl I-�I I I-�_IM III=1 III=1-I-I T T + + + - _ _ _ =1 III=11 it ++ ++ ++ + o ++1+1++++ I I -I i- ++++ II-ITJ=1I1=1-1 J O6 PROTECT EXISTING GAS METER 32 + + + + + + + + LIGHT DUTY ASPHALT PAVEMENT +++i III-+ ++++++ +++o + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + �s + + m + + + + + I� I r r r r (ASPHALT LAYER ONLY) �7 PROTECT EXISTING TRANSFORMER I_ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +N + + + + 111 111 11 1 I 1 I + + + + + + LIGHT DUTY ASPHALT PAVEMENT 3 - ++++++++++++++++o* ++++++ +- 111-11-1 1 + + + + + + + + + + +�+ �[+T�+`+� 36 - + 30 5 + + + + + + + + + + + + +N LBT flVa PI�JBL�IC+lJ9E + 13 + +�+ _ - - * ti�ti � 9 I (FULL DEPTH) -50 O PROTECT EXISTING ELECTRIC METER III -III- 36 + + + + + + + + + + + + + + + + + 4 13 TYP. + + + + + + + + + + III=III III + 11; + + + + + + + TYP. + + + + + + + +.+ + + + + + + + + + LOTfV PUBLIC {U9E + � + NEW CONCRETE CURB PER DETAIL'1/C-503'. III=111G1 + + ++ + + + c + + + ++ + + + + + + + + + +o + + + + + + + + + + + + + + + + + + + + + + + + + + + OVERLAY ASPHALT PAVEMENT O++++++ + + + + + + + + + + + + + + + + + + + + �i+ + +++ + + + + + + + + + + + + hl + +R + ++++++ 9 +N ++ ++ +_ + 9 +++ + + b � G++ +o + + + + + + + + + + +�+ 1 + + + + + $ + + + + + + + + 10 NEW CONCRETE CURB & GUTTER PER DETAIL'1/C-503'. +++++o ���b� + =1�I-1I1=1 ++++ + + + + + - - - o � �+ +o + 4N + + + + NEW SEAL COAT (2 COATS MINIMUM) + + + + + + + + + + + + + + + + + + + + + + �+ o + + + + + I / / / / / / 11 NEW T WIDE CONCRETE VALLEY GUTTER PER DETAIL'6/C-503'. IIII=III=1 +++++ ++ + +++ +1 47 ������ ++++++ III-IIGI ++ + 20 N 28 +++ ++ l 1 +++ I III -III I rl - 1 + + 124 1 _ 13 - - _ _ I ;: 2 12 NEW 5 TOTAL BIKE RACK (5 BIKES PER RACK). CITY OF SEATTLE f` 1 T + + + 1 + + 11 ; :'Y "''. CONCRETE SIDEWALK + + + + + r + + + + + + + + + + + + + + + + + + + + + + + + + .. + + + + + + 34 + + + + + + 20 + + + = :,? :; : • ; •••,..:: _50 INVERTED-U RACK OR APPROVED EQUIVALENT. Lf) +++++++++ ++++ o++++++ ++++++ +15�'1�C/AtF� +++++++++++ 20 + %% ++++ ++++++++. II +++++++M +++++++++++ ��+ ++ +++++++++ ++++aTYP.�+10+++- +++++++++ III- ________ O + + + + + 97.3' + + + + + + + + + + + + + + + + + 13 TYP. + + + EI S•EM Naf + + + ' g + 10 + + + + + + + + + + + + + t + + + + + + + + + + + 1=1� LANDSCAPING 13 NEW 4" WIDE PARKING STRIPES IN WHITE TRAFFIC PAINT H + + + + + + + + + + + + + + I 29 13 TYP 29 11=III=III=III=III=11 2 COATS, TYP. III= + + + + - + + + + + + + +R + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + . = _ _ _ = REFER TO LANDSCAPE PLANS ( ) Q __- H + + o + + + + + +++ 1 20+TYP. 1 + + +; + + + + + + + + + + = 1 a + + + + + + + + + -III=I PROPOSED SIDEWALK 14 NEW ADA VAN PARKING SIGN PER MUTCD STANDARD R7-8 AND I ++ + + + + + + + + + + + + + + + + + + - + + + + + + + a + + 20 0 + + + + + _1 I► 24 111-11 + g 1 + + + ++ 1 + + + + + + + + + + + o - 9 + + + + =III_ EASEMENT R7-8P. SEE DETAIL'2/C-504'. I 1=1 = - - _ _ LI f` 31 + + + + N + + -I fFri -11 =1111111 �11-1 ^1 = = 3 ILI! - + + + + 111=11 15 NEW PERPENDICULAR CURB RAMP PER WSDOT STANDARD PLAN II=_ = ItI--IIt-Ii-I----�- --_ - II-11- O _ + + o + + +, - - - - _ + + + + + H + 20 - -111 XX PARKING STALL COUNT ®®®® o I _ + + + + + + + + 24 f�Wj i �y III=III=_ F-40.15-04. SEE DETAIL '2/C-301'. J I N29 20) I - + 20 71++ + + 1=_ 1 - 20 + - I-eo - +++++++++++++++++ +++++++- +++++++ ++++++Y + = +++ *PFtOF�O�E® STOiRAG+ 1 ++++ H+ ++ ++++ - ++ NEW ADA PARKING SIGN PER MUTCD STANDARD R7-8. SEE DETAIL + + + + + + + + .. + + + + + + . + + + 34 + + + + + + + + + + + + + **fw'�tOPOSED STORAGE '+ + + + + + + + �+ + + � % 111-111= 7 •� PARKING LIGHTS, REFER TO ELECTRICAL 2/C-504'. - I + + V ®t + + + + + +� + + + + + + + + Ld ROWIQL$t4 + + + + + + + + + + + +_ + + + + + ==I=1 I I I b c� _ N 13 TYP. L+C1� (�14 PI�BL,IC�JS) 9 MBA I I I -I 11- I-I I +TYP. + + + + + + + + + TYP. + + 13 TYP. 34 + + QD + + -111 III=III ++++ ++++- ++ . . ++++++* , ++++++++++ +++++ ++� + AEMEN�T 1-1I-1II _ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + cw + + + + + + + + I 17 PROPOSED ADA PARKING STALL STRIPING. SEE DETAIL'3/C-504'. I=1 I -11 I 9 III I I + + + + + + o + + + +� + + + + + + + + + 9 + + + + + + + + + + + + + + + +TYP. + + + + + + + + + + r + b + + + + + + + + + + + + + + + + + + + =1 - EXISTING TREE TO REMAIN I=III 36 + + o+ + + +N + + + + + + + + + + + + �T 1 1 + + + + + + + g + + 111-111 + 18 NEW EGRESS DOOR. SEE ARCHITECHTURAL PLANS'3/A0.02'. 1=1 r== _ �� � ������o + +o + + 2¢ III III=1 III=1 I ICI I o � I • _ = = + 0 + + + + + + � + -f o � � � Q � � m 1 1 4 � � � � � � N b � + + 32 _ NEW SURFACE MOUNTED KEY DROP BOX. NOTE:THRU WALL DROP -111 111-1 I + + + +o + + + + + + 111 1 1=III 1=1 1= irk 1 NEW TREE PER LANDSCAPE PLANS 1 g 1=1 1=1'11= + + -1 9 + + + + + + F + + + + � 111 11=1 0 BOX IS FOR HIGH SECURITY AREAS. SEE ARCHITECTURAL PLANS. + + -+ 11 f l + + + + A 24 + + + + + 20 + + 1Eir.1Ii I I Ln _ + + + + + + 20 + + + + + + + + + ► _ __ - � =h III -III I d7 1 - 2$ + + + + + + + + + + + + + + + + + . I� 20 NEW POLE MOUNTED SITE LIGHTING. SEE ELECTRICAL PLANS. CD 28 III II- I III III 33 28 1 28 ++++++-+++ 11 .+++++++ ++*+ ++++++++++111I111=1� =11=111= 1 11 1 11 ++++++++++++ +++++++++ T +. . . + ' + ' + ' + ' + +� ++++++++++++++ I -III -I l li o 27 13 E 111 111- 21 NEW INTERNALLY ILLUMINATED 8' HIGH MONUMENT SIGN. SEE Q =-� • + + + + + + + + + + + + TYP. + + + + + + + + + 04 + + + + + + + + + + _ � 1 111-1 28 1= - 1 + + + + + + + + + + + + + 1=11=- %� O PROVIDE FIRE LANE STRIPING PER CITY ORDNANCE. ARCHITECTURAL PLANS. O + 1+1 + + +� + + 1 1 + 1=1I I + + + + + + L+++ -_ + ++++ + + + + + + 111 111- ALL CURBING SHALL BE RED AND PAINT "FIRE LANE - C) _1 + III -I+ ICI-+]==�- + 1 ++1 ++4 11-11-ICI: 1 + - + -i + + + + + + + + + + + + + -p- + III I11=-cnNO PARKING" IN WHITE PAINT ON GROUND. 22 NEW WALL MOUNTED CONNECTOR, SEE ELECTRICAL PLANS. C�II + + + + =I�1 �+ + + �+�+ +11= =I� :I 18-INCHES HIGH, 1 FOOT FROM CURB, EVERY INSTALL PER MANUFACTURER'S RECOMMENDATIONS. SEE N+ :35::;::;::::::_ P/L I 3 22 34 18 3 22 + I 50-FEET ON BOTH SIRES OF CURBING AREAS. ARCHITECTURAL DETAIL'1/A8.02'. 20 13 : :::::: TYP. TYP. 24 25 34 3 18 TYP. TYP. I *NOTE: 23 NEW POST MOUNTED WAYFINDING SIGN, SEE ARCHITECTURAL + I FOR ALL LIGHT DUTY AND HEAVY DUTY PLANS FOR MORE INFORMATION. TYP. INSTALLATION, CONTRACTOR SHALL REMOVE � I 24 NEW V3 CHARGING CABINET, SEE ARCHITECTURAL PLANS �I30 ASPHALT LAYER AND MATCH THICKNESS TO A8.02B/A8.02C' FOR DETAILS. 0 I I EXISTING LIKE FOR LIKE, BASE AND SUBGRADE TO wI I I P/L REMAIN. FOR BIDDING PURPOSES, ASSUME ASPHALT 25 NEW CONCRETE PAD FOR CHARGING CABINET, SEE STRUCTURAL < o I THICKNESS OF 3" FOR LIGHT DUTY ASPHALT AND 4" PLANS FOR MORE INFORMATION. z FOR HEAVY DUTY ASPHALT. c "� I 26 NEW CHARGING POSTS, SEE ARCHITECTURAL PLANS **NOTE: 'A8.02C/A8.02C' FOR DETAILS. z 20 41:.:1': ; PROPOSED LOT IS FOR TESLA PRIVATE STORAGE 36 ; : I I I USE ONLY. THIS AREA HAS BEEN GATED OFF TO 27 NEW TRASH ENCLOSURE PER ARCHITECTURAL PLANS. �I PREVENT PUBLIC PARKING USE. O a- I + I 28 NEW CATCH BASIN TYPE 1P PER DETAIL'1/C-505'. .35 ::;;::::: 29 NEW CURB INLET PER DETAIL'2/C-508'. 30 I 30 30 NEW CHAINLINK FENCING & GATE PER ARCHITECTURAL PLANS. 45 Of • 30 "� TYP. I I 31 GATE VALVES SHALL BE BROUGHT FLUSH TO FINAL GRADE 1.0' HT 1 O AND ACCESSIBLE FOR MAINTENANCE. VALVES MARKERS PER COS 6 18 2 7 8 38 I STD PLAN 330.1 SHALL BE INSTALLED IN THE PLANTING STRIP ADJACENT TO THE VALVE LOCATIONS. 36 35 MATCHLINES, SEE 00 + BEGIN s DETAIL 1 ON OQ ,,,,,, ,,,,,c77 0 0 00 0� I N I 32 NEW 8" CURB WITH FENCE ON TOP. CURB TYP. : SHEET C-301 "'"';;;;; „' I d '„ „ ;;;;;;;;, , „ „ , „ ;;;;;;;; , „ „ , „ ;;;;;;;;;;;; ,;;;;;;;, 713,,,,, �, I 33 CATCH BASIN TYPE 2 PER DETAIL '1/C-506'. 33.98 20 01 19 12 Z 37; - ,,,,,,�;;2#.0�;�,,,,,;; ,TYP.;;;;;;;;;;;;;;;;;;;; ,,,,,,,,,,,,, ;;;;;; TYP. ,,,,xT,,,,,, ,,,,,,,7� 16!1.2 I - ::/ 0 e 34 NEW CONCRETE WHEEL STOP PER DETAIL'4/C 504' 18 13 + 35 NEW FULL DEPTH V WIDE A.C. PAVEMENT. THE FINISH COURSE OF ao r r , 9 A C PAVEMENT SHALL BE 3 THICK CLASSCH HM G 64 10 .:....:.......... . ©6 r r 20.0' : • ; : :: :::: 9 ...',, ,,,,,,,,,,,,,,,,,,,,,,,,,,,,, ,,,,,,, rX,_ !✓,B, r 36 4" HIGH CONCRETE CURB PR DETAIL '1/C-503'. .0 9 11 rrrr O 35 8 0 16 13 EX. /C:B 20�00 37 RELOCATED TRANSFORMER TYP. : ' r r ) PER ELECTRICAL PLANS. + 34.3 10;. s s. Ir r rrrrrr W 14 14 9 rr rrrr i `�.�� WAS�cF •:�:� u :•�:�:� :o :•• 24.0':�: �': •:�!�>.. + ,.,,,,r.- , g _ � r r 9+00 � 13 Z3 : • :::� :: : � Z • � ��� '� ' � � NEW CONCRETE BOLLARD oQ of Ni 'y M c� r ®,; I _ FOUND 1.5" BRASSIE O PERDETAIL'1/C504'. + �::: ::: ; 24 0 _•. • .0:. : :: 16 : 21 ;; r r r IN CONCRETE MONUMENT r r P/L 1 ::: ;�: X. � PROPOSED 6.5' 1 � � ' / + 17 - TYP.: c c 1$ O / -O 23 2 65 Q7 i - 13 24.0' 4 . ' _� 9 - (W) SIDEWALK + R LT J :Q': _ -� 4�' EASEMF,DI�/ �- FSSF S / + EX. C. B TYP. 20 4 20.0' I 1=- -� I 04' W 4 1 1 1 ' �ONALE + 34 5 - - s�� t� 'S R-432705 9 _ 11=11= ' �W� �� FIX BROKE IDE ALK - O � STA:12+5 .55 = _ � i SECTIONS WlB•E J o OFF:30.00' T 9 = - R ` �00 ATA K. WALK IN COMPLIANCE WITH CITY OF RENTON STANDARDS i� 23 - I- - N -� ' ,ALONI SW 10T TRtt T (� + r-i=III= �w) , . 1 1, NORTH DEVELOPMENT ENGINEERING � Z_ 00V cn n - + _ � Wi / ' ' , O yqI 05/13/2025 � co GRAPHIC SCALE IN FEET Q 1 0 20 40 80 13- IX yYo cWl /+00 FBROKEN SIDEWALK i SURVEYED: SCALE: DATE: SECTIONS, WIDEN 1' � HORIZONTAL:E•NADVD1983/1991 � 04/07/2025 AT BACK_DF PROPOSED 6.5 ALONG 1�TH STREET 1 DESIGNED: F, C TY 0 � 600 SW 10TH PARKING LOT 1 1 PAGE:FIELDBOOK: 1 SEE SECTION DETAIL DRAWN: R EN TON SIDEWALK DATUM EA,SEI HORIZONTAL CONTROL &PAVING DRAWING N0: u) ON SHEET C-301 ONE INCH e CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. PLAN -1 02 IF NOT ONE INCH O^ NO. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY SHEET: 5 OF: 28 C)