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HomeMy WebLinkAboutR-374903M ` C:) — -- -- ----- -- -- E.-.XIST_ ROW - .._ - _ - — _N--11-38D2 I5ll4702. -O 2° DIP STS: SAN SAN � N 182495.52 `1 � E-1299936.85 3 STCO 02 ATV -1 STORM DR CB 03 CB TYPE 1 0�7, Co �I STA "B"592+03.71 Lfl 32:00- T j \ RIM 23.48 1 " IE 20.55 NE G IE 20.35 W �-- i iR-L-1 1prV f^"y L 1 I� I/ /r.Vi(1) ZT1 61ST m IN COMPLIANCE WITH CITY OF RENTON 40 30 20 10 LL D.h: Dae: D.U: 5 RIM 25.3 j6"1 STW HP PSE08 I�.--A i N 6TH ST L - 594+00 A�--- 2' NC. SCH.80— LEGEND N P NEW CONCRETE PAVEMENT ® 38260 ` •_� ', ti .318260 318 - 166015 = 166029 u- _ NEW ASPHALT PAVEMENT 166 191' CKO T_- ._ 100' -- -- ---=- - - - - - . _ - - GENERAL NOTES R CKO -- �- -_-- - ----—S—TS -- --- - ---.. 1 HORIZONTAL DATUM: WASHINGTON STATE COORDINATE SYSTEM, RCP STS STS S SST — STS - NORTH ZONE, NORTH AMERICAN DATUM 1983(91) VERTICAL DATUM: NATIONAL GEODETIC VERTICAL DATUM 1929. >�-z`r-✓ C.TI- CTC E 96+00 AN - A - -— SAN 2. SEE CHANNELIZATION DETAIL PLANS FOR DIMENSIONS AND -Z - HORIZONTAL CONTROL. u CP PROVIDE INLET PROTECTION AT ALL EXISTING AND PROPOSED f-8 GN6. !;.7c �Sa` --- --�- SIS----S7.A 4 A SE.T 8255-ST.��;',�� ' S -S -S-T'� ,. -STS STS ITS 24° RCP C _ 3 DRAINAGE COLLECTING STRUCTURES DOWNSTREAM OF i'J'C:.:, F4rsu., - 86008=-'��, S .:T.. " PSE/unutt SPLICE _ STS R�MOVEDT�PONWCOMPLET ON OFCCONbTIRUCT CONSTRUCTION TACTIVITIES BE - YAUL1---'j _-_. -. -- �� _ �- • • , , _ --___ 4. SEE ELECTRICAL PLANS FOR ALL ELECTRICAL ITEMS 218 _ ) 5 � - �� _- '' 1 ( .� Ad; ,) 10 �---�T- -. - -�. (_-- �-^•c. '� _ _ ___/ _.'� \_-_- __. __ L - I` -.:-> �_ I—� 40 No. fM1 25 ` T a I Y I�I T7 1 -H.yp -`�.,� _`i7. _ l CONSTRUCT ASPHALT PAVEMENT PER DETAIL GN 5 �y� �r r — — _ 1 , zea •+{[ ceD: 3 318280-- -----_ -- C II 6 " 18 165999 EXIST ROW _ �/ / _ -- � �-I "II EASE N V03 VO1 \ r_� - 2� CONSTRUCT CONCRETE CURB &GUTTER, PER DETAIL GN -5 r zRE6kll E / -- �) 3 I / CONSTRUCT RETAINING WALL PER DETAIL GN -5 RC I ` _I I -! - STS - _T I f a CONSTRUCT CONCRETE GUTTER PAN PER DETAIL f P � , _ GN -5 CONSTRUCT SECURITY FENCE PER DETAIL GN -5 ���-'si' CONSTRUCT STS CLEANOUT PER DETAIL h-i/-oo ' i +'\ No 756 I GNB 1 ",CBli 48 P24.8 ---_ CONSTRUCTION NOTES l INV � 2;9 � PROVIDE TYPE 1 CATCH BASIN PER WSDOT STANDARD PLAN INV W 21.9 B-5-20.01. ADD FISH DECAL AND "DO NOT DUMP" STENCIL LC) IiI +1/ \ r BO 10.0 _---- /7 - WELD OR STAMP STRUCTURE ID ONTO LID. f/ - PROVIDE 6" DI, CL 350 ROOF DRAIN CONVEYANCE PIPE AT ! LENGTH & SLOPE SHOWN ON PLANS. L_ I-- - , -I CONSTRUCT 6" DI, CL 350 ROOF DRAIN CONVEYANCE PIPE AT LENGTH & SLOPE SHOWN ON PLANS i I - — -- ,�1 C I` \ C ® PROTECT EXISTING UTILITY APPURTENANCES ADJUST TO TLB GRADE AS REQUIRED —. � 4---------�—� -��--- �L I -T - - -- CONSTRUCT CURB RAMP PER DETAILS ON SHEET GN -6A PLAN -I I-'- �; I--- -f- -�- I --; - I-�-- '--� I � � CE "B" LINE 35 LF 24" COR CX RCP ------------ - ----- - - - - - - - - - - - - - - ------ - - - - - - - - - - - - ---- S=0-31% o -10 a 592+00 d 0 L D o FEDAID: - CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 J © CONSTRUCT DOWNSPOUT CONNECTION TO NEW ROOF DRAIN CONVEYANCE SYSTEM CHANNELIZATION PER CITY OF RENTON STD PLAN HR -01 AS SHOWN ON GN -10 ® CROSSWALK STRIPING PER CITY OF RENTON STD PLAN -127 AS SHOWN ON GN -10 40 D�- DOUBLE YELLOW CENTER UNE PER Cltt OF RENTON STD PLAN HR -01 AS SHOWN ON GN -10 INSTALL RRFB 30 A 8 C D E F G H J� K L CIO C71 j 20 C121 L131- C141 - C151 - I 10 C17 tial cis —All C20 1n G21 L F L� 0 c22-_- - -i- t- czs�-�~I IV 593+00 594+00 595+00 596+00 596+9010 2 C8 C29 PROFILE R=374903 zo' To' o zo' 40' 030 SCALES 1'=20'(HORIZ), 1'=10'(VERT) (B -LINE SCALE IN FEET P.T oe WA, 4'G ��n svnvcveo: wac: viceecw xnw ,sea wie 7i BergerABAM n I ! o awao AS SHOWN omzoxw wn sw �OL,�� 9/8/14 BEE BOEING COMMERCIAL AIRPLANES GROUP Dam: oiuwx. ® rwD JCR oxunxc w 33301 9th Avenue South, suite 300 SPT D'''TUM GRADING / UTILITIES / DRAINAGE CONTROL PLAN GN -3 Fedeai Way, Washington 98003-2600 sloNAL 6r' (206) 431-2300 Fax: (206) 431-2250 /Gy NO. REVISION BY DATE APPR PP e c "COR"""` SHEET 2 ` 3 14 O aD i +SPu --- Nz SAN N m aZi C14 - -- - - -- -- LOT) -- tr N SCH 40 T S 2 N SCH,4�$ 2 LU 6 4- Al PIPE _ C-) i! m SAN SAN � N 182495.52 `1 � E-1299936.85 3 STCO 02 ATV -1 STORM DR CB 03 CB TYPE 1 0�7, Co �I STA "B"592+03.71 Lfl 32:00- T j \ RIM 23.48 1 " IE 20.55 NE G IE 20.35 W �-- i iR-L-1 1prV f^"y L 1 I� I/ /r.Vi(1) ZT1 61ST m IN COMPLIANCE WITH CITY OF RENTON 40 30 20 10 LL D.h: Dae: D.U: 5 RIM 25.3 j6"1 STW HP PSE08 I�.--A i N 6TH ST L - 594+00 A�--- 2' NC. SCH.80— LEGEND N P NEW CONCRETE PAVEMENT ® 38260 ` •_� ', ti .318260 318 - 166015 = 166029 u- _ NEW ASPHALT PAVEMENT 166 191' CKO T_- ._ 100' -- -- ---=- - - - - - . _ - - GENERAL NOTES R CKO -- �- -_-- - ----—S—TS -- --- - ---.. 1 HORIZONTAL DATUM: WASHINGTON STATE COORDINATE SYSTEM, RCP STS STS S SST — STS - NORTH ZONE, NORTH AMERICAN DATUM 1983(91) VERTICAL DATUM: NATIONAL GEODETIC VERTICAL DATUM 1929. >�-z`r-✓ C.TI- CTC E 96+00 AN - A - -— SAN 2. SEE CHANNELIZATION DETAIL PLANS FOR DIMENSIONS AND -Z - HORIZONTAL CONTROL. u CP PROVIDE INLET PROTECTION AT ALL EXISTING AND PROPOSED f-8 GN6. !;.7c �Sa` --- --�- SIS----S7.A 4 A SE.T 8255-ST.��;',�� ' S -S -S-T'� ,. -STS STS ITS 24° RCP C _ 3 DRAINAGE COLLECTING STRUCTURES DOWNSTREAM OF i'J'C:.:, F4rsu., - 86008=-'��, S .:T.. " PSE/unutt SPLICE _ STS R�MOVEDT�PONWCOMPLET ON OFCCONbTIRUCT CONSTRUCTION TACTIVITIES BE - YAUL1---'j _-_. -. -- �� _ �- • • , , _ --___ 4. SEE ELECTRICAL PLANS FOR ALL ELECTRICAL ITEMS 218 _ ) 5 � - �� _- '' 1 ( .� Ad; ,) 10 �---�T- -. - -�. (_-- �-^•c. '� _ _ ___/ _.'� \_-_- __. __ L - I` -.:-> �_ I—� 40 No. fM1 25 ` T a I Y I�I T7 1 -H.yp -`�.,� _`i7. _ l CONSTRUCT ASPHALT PAVEMENT PER DETAIL GN 5 �y� �r r — — _ 1 , zea •+{[ ceD: 3 318280-- -----_ -- C II 6 " 18 165999 EXIST ROW _ �/ / _ -- � �-I "II EASE N V03 VO1 \ r_� - 2� CONSTRUCT CONCRETE CURB &GUTTER, PER DETAIL GN -5 r zRE6kll E / -- �) 3 I / CONSTRUCT RETAINING WALL PER DETAIL GN -5 RC I ` _I I -! - STS - _T I f a CONSTRUCT CONCRETE GUTTER PAN PER DETAIL f P � , _ GN -5 CONSTRUCT SECURITY FENCE PER DETAIL GN -5 ���-'si' CONSTRUCT STS CLEANOUT PER DETAIL h-i/-oo ' i +'\ No 756 I GNB 1 ",CBli 48 P24.8 ---_ CONSTRUCTION NOTES l INV � 2;9 � PROVIDE TYPE 1 CATCH BASIN PER WSDOT STANDARD PLAN INV W 21.9 B-5-20.01. ADD FISH DECAL AND "DO NOT DUMP" STENCIL LC) IiI +1/ \ r BO 10.0 _---- /7 - WELD OR STAMP STRUCTURE ID ONTO LID. f/ - PROVIDE 6" DI, CL 350 ROOF DRAIN CONVEYANCE PIPE AT ! LENGTH & SLOPE SHOWN ON PLANS. L_ I-- - , -I CONSTRUCT 6" DI, CL 350 ROOF DRAIN CONVEYANCE PIPE AT LENGTH & SLOPE SHOWN ON PLANS i I - — -- ,�1 C I` \ C ® PROTECT EXISTING UTILITY APPURTENANCES ADJUST TO TLB GRADE AS REQUIRED —. � 4---------�—� -��--- �L I -T - - -- CONSTRUCT CURB RAMP PER DETAILS ON SHEET GN -6A PLAN -I I-'- �; I--- -f- -�- I --; - I-�-- '--� I � � CE "B" LINE 35 LF 24" COR CX RCP ------------ - ----- - - - - - - - - - - - - - - ------ - - - - - - - - - - - - ---- S=0-31% o -10 a 592+00 d 0 L D o FEDAID: - CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 J © CONSTRUCT DOWNSPOUT CONNECTION TO NEW ROOF DRAIN CONVEYANCE SYSTEM CHANNELIZATION PER CITY OF RENTON STD PLAN HR -01 AS SHOWN ON GN -10 ® CROSSWALK STRIPING PER CITY OF RENTON STD PLAN -127 AS SHOWN ON GN -10 40 D�- DOUBLE YELLOW CENTER UNE PER Cltt OF RENTON STD PLAN HR -01 AS SHOWN ON GN -10 INSTALL RRFB 30 A 8 C D E F G H J� K L CIO C71 j 20 C121 L131- C141 - C151 - I 10 C17 tial cis —All C20 1n G21 L F L� 0 c22-_- - -i- t- czs�-�~I IV 593+00 594+00 595+00 596+00 596+9010 2 C8 C29 PROFILE R=374903 zo' To' o zo' 40' 030 SCALES 1'=20'(HORIZ), 1'=10'(VERT) (B -LINE SCALE IN FEET P.T oe WA, 4'G ��n svnvcveo: wac: viceecw xnw ,sea wie 7i BergerABAM n I ! o awao AS SHOWN omzoxw wn sw �OL,�� 9/8/14 BEE BOEING COMMERCIAL AIRPLANES GROUP Dam: oiuwx. ® rwD JCR oxunxc w 33301 9th Avenue South, suite 300 SPT D'''TUM GRADING / UTILITIES / DRAINAGE CONTROL PLAN GN -3 Fedeai Way, Washington 98003-2600 sloNAL 6r' (206) 431-2300 Fax: (206) 431-2250 /Gy NO. REVISION BY DATE APPR PP e c "COR"""` SHEET 2 ` 3 14 m i Z v7 Nz m z m � � Z v7