Loading...
HomeMy WebLinkAboutLarge Format10 ,,)n OHWL 2.1 .� NAVD88 5E STEEL BATTERED PILING 10 10 PROPOSED DOCK DETAIL. VIEW SCALE: 1/16"=I' 180'— STEEL BATTERED PILING STEEL BATTERED PILING PROPOSED DOCK ELEVATION VIEW 16' 8' 4' 0' 16' 32' SCALE: 1/16"=1' N OTE: ALL PILES TO BE DRIVEN TO PRACTICAL REFUSAL, PART SPECS TREATMENT PILING C&B" STD WALL STEEL EPDXY COATED OR HDG CAPS W6x15 "H" BEAM HDG GLU-LAMS 5 1/8"x12" & 7 1/8"x12" DF (24F -V4) ACZA JOIST 2"x6" DF #2 OR BTR ACZA RIM JOIST 2"x6" DF #2 OR BTR ACZA HAILERS. 2"x4" DF #2 OR BTR ACZA GRATING SUNWALK POLYPROPYLENE NONE HARDWARE STEEL STAINLESS OR HDG ,ISTING BADE XISTING �ONCRETE NALK WAY 5'- 10" 2"x4" NAILER @ cTAINH ccc c-rcci I PROPOSED 6' DOCK SECTION A ---A SCALE: 1 "=I' 5'-10" �r 5-1/8"x 12" GLU-LAM BEAM 3/4" GALV. LAG BOLT DHWL 21.80' (COE) DHWL 18.80' (NAVD 88) v UFS o STEEL BATTERED PILING 2"x4" NAILER @ STAINLESS STEEL 18 0/C MAX. GRATING -� /-DECK SCREWS 3/4" GALV. 2"x6" RIM 2"x6" JOISTJ THRU ROD JOIST @ 2' 0/C PROPOSED 6' SECTION FRAMING SCALE: 1 "=1 ' 7'- 10" 16d GALV. COMMON NAILS (TYP) 5--1 /8"x12" ^GLU-LAM BEAM 3"x4" LEDGER W/ 1/2"x7" GALV. LAG BOLT @ 16" 0/C ..r -..T..,- STAINLESS STEEL I PROPOSED ' DOCK SECTION 13-13 SCALE: I" -I' 2"x4" NAILER @ 18" 0/C MAX. 2"x6" JOIST @ 2' 0/C 7'-10" GRATING 3/4" GALV, THRU ROD 7-1/8% 12" GLU-LAM BEAM 3/4" GALV. LAG BOLT )HWL 21.80' (COE) )HWL 18.80' (NAVD 88) u DicE-L 10HITERED PILING STAINLESS STEEL DECK SCREWS 2"x6" RIM JOIST 1' 6" 0' 1' 2' SCALE: 1 "=1 ' 7-1/8" x1 2" GLU-LAM BEAM 16d GALV. COMMON NAILS (TYP) 3"x4" LEDGER W/ 1/2"x7" GALV. LAG BOLT @ 16" O/C PROJECT DESIGNED BY: C to P1_',ening Dip,-ion y/l Waterfront Construction Inc, THIS DOCUMENT IS PROPRIETARY PROPERTY OF WATERFRONT CONSTRUCTION INC., AND IS NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF WATERFRONT CONSTRUCTION INC, U z z I J w W 0 c� dQD < I � �o >0 � W Q00 ?rn0 o W m ry � _ I m z O m � Z Id C� N I I— Q Ln z —O Ln z �O o z z c w�r �� ow 0 0 1_0 Ln T N N ry d d W z c� vi m z 0 C W 01) W u m c� m a z o < C4_.) z W — � _j rr� z m < <t � o W I z 0 W 0 c� Q I z m � � _ 0 ry o C� I W �W Q z O m � Z Id C� N I I— z � m o W I 0 Q I m � 0 C� o 0 W U= U ow � m 0 0 0 � z v m < Q -10 J W z un 7 w U i Wz � 0 LJ z m a-'75 <75 z f= m 0 z � J z v IL < Cn z 0 C m o u < U) w W CD 0 � o co rz ° z 0 0 0 m m w a m 0 m D m Q m m w o I 0 � I 4 � C� o 0 0 U= U ow z Q o m Q � m z � 0 z m z 0 U z IL < C m o v < o i I I DN R� WITHDRAWL AREA OSED FULLY RATED DOCK I PEN&NG F'REESTANDICNG V 1',,b ! - (2) �fl STEEL , ;t �. e q MOORING PILES, (0PT,0NAL)I-- -----"'��� ' 1 I 1;2 t= 2 PENDI,.NG BOATLI FTS I I i i ---- ----- ` I 410 7/ K E S KA R 39 ' 't " _ I 5 1d ) ' \ o r h. � i 4 - ------ "-= 4101 /C 0 N N E R HOMES � ------ i '"PENDING I e9 40 J 0 I -NT -USE 0 1,,0 I 110 , - - --" 1, I _ -- - -- -- P LCAT PLAN 20' 10' 0' 20' 40' SCALE: 1 "=20' PROPOSAL: * CONSTRUCT A FULLY GRATED 1,592 QFT COMMUNITY DOCK WITH A5' -10"X 172' (1,003SQFT) MAIN WALKWAY, T-10" X 56' (437SQFT) "T" AND 5'-10" X26- (152SQFT) FINGER PIER ® THE DOCK WILL HAVE A 100"1) GRATED SURFACE WITH 46% OPEN SPACE * THE DOCK WILL BE SUPPORTED BY (14) 6" AND (14) 8" DIAMETER STEEL BATTERED PILES PILES WILL BE DRIVEN USING A VIBRATORY PILE DRIVER TO PRACTICAL REFUSAL ® A NATIVE PLANTING PLAN WILL BE INSTALLED ` .9, co 4'%jj PROJECT DESIGNED BY: WaU erfront Construction Inc THIS DOCUMENT IS PROPRIETARY PROPERTY OF WATERFRONT CONSTRUCTION INC,., AND IS NOT TO BE USED, IN WHOLE OR II`1 PART, FOR ANY OTHER' PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF WATERFRONT CONSTRUCTION INC. U z z I _J W W I_J _J <C Qa Q cD I _J .> V) :20 c0c O 7;0 0 W <6) ` 6) 0 W JJ i Q O F- z W Q m � z N m T � W Q Ln z 00 Lf) z 00 z m z Q cf� z z 0 O Ln Lo Z N N C m d d W W Z � u 0 W w O n D W W f- Q Q z U OLd p- _1 J m 0 Q � Q W I L.. O` W O I_J Q I z n- N 0 Z 0 O m 0 O i <L� � W; � z O F- z W Q m � z N W I I_J Q I n- � 0 O 0 O 0 O O W I� O Z � W I— � W Q d O z m z Q W < n U Z m C O o d z Q W u u O U wz n z u I— m 0 z � O �— U W W 0 O o ra om z 0 to cn O 0_ O W --D O (y O Q- a n n I I_J ci) J I � c� 0 0 O O W I� O Z � Q W � W Q m m O z m z Q w < r Z m C c� U Q W DNR WITHDRAWL AREA PROPOSED G RATED f I I i I I \I I I I I I I I f I 1 ) I I t 1 I f I I I 10 PENS BOATLIFT MOORING 20' 10' 0' 20' 40' SCALE: 1 "=20' PROPOSAL: Is CONSTRUCT A FULLY GRATED 1,5923QFT COMMUNITY DOCK WITH A 5'-10'° X 172' (1,003SQFT) MAIN WALKWAY, 7'-10" X 56' (437SQFT) "T" AND 5-10" X 26' (152SQFT) FINGER PIER THE DOCK WILL HAVE A 100% GRATED SURFACE WITH 46% OPEN SPACE THE DOCK WILL BE SUPPORTED BY (14) 6° AND (14) 3" DIAMETER STEEL BATTERED PILES PILES WILL BE DRIVEN USING A VIBRATORY PILE DRIVER TO PRACTICAL REFUSAL A NATIVE PLANTING PLAN WILL BE INSTALLED 41 U1 /CONNER City Renton Planning Division .s JAN 9 d 7 P`6�� 4uJ u� °�r E?„� �E, � r v/ FEE 1 PROJECT DESIGNED BY: Waterfront, Con5+ruct ion Inc THIS DOCUMENT IS PIROPRIETARY PROPERTY OF WATERFRONT CONSTRUCTION INC., AND IS NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF WATERFRONT CONSTRUCTiION INC. v z z z t N J W W 0 OI Q ��C, t z Q Ln Ln � O O Q - 00 W W 67 —� 0-) - t m ry —� -_� N I I— Q ¢ C � m I-- <LCn L() z LD z ¢ 0 W z W�dW ry z Cy > O L0 L(-) Z N N W Q U C W z � � z O CC wC m OQ n 0 I— <L Q z > <r <C1 m mO �- (n m z C Q Q � -D ---- w t N 01 0 LL- O 0 OI Q ��C, t z q- N O 0 O (.5 O t W � Z O -z W rr, = D z (-D N I I— z ¢ C � w t N 0 0 Q ��C, t q- 0 O O O D CO W I-- s 0 u C) w O � C z -J Q U C Imo cn D wC m OQ m� m O > <r m mO �- O z m o � C (-D z O �- z v u C 4 C W C d w D 0- 0 o 0 < O CL z O W C) (n O n O n w ---D => D O cr_ O Fr, D m C CL cL a t N 0 � ��C, t 0 O D CO o s 0 u w z Q Q o m Q m m z �- O z m o C (-D Ld z u z 4 C C d w z 0- o v < o ��C, KENMORl' LAKE FOREST PARK JUANITA ........ KIRKLAND IJ MEDINA Li BELLEVUE + Xl: 5X JOB SITE F-NTON AREA MAP/NO SCALE VICINITY MAP/lk\4'0 SCALE 1/4 SEC: NW 32 -24N -05E --------------- TAXLOT #: 051850 0350 (4151) & 0518500360 (4125) BARBEE MILL TOW UND INT IN TRS A, B, C, D, E, F, G, H, 1, L, M, N, 0&P LAT: 47.515745N LONG: —122.206114W ........... CONNER HOMES AT BARBEE MILL LLC 4157 WILLIAMS AVE N RENTON, WA. 98056 CONNER HOMES AT BARBEE MILL LLC 4119 WILLIAMS AVE N RENTON, WA, 98056 [001, MINIMUM ll=�� DO WJTHDR, v ------------------ ------------ --------------------------------------------- --------------------------------------------------- IZ5 / /2 WITHDRAWL AREA it ()fR'�qr�ton 50' 25' 0' 50' 100' Phanni lig Divisiot, JAN 2-2 SCALE: 1 "=50' b0u) la Ctf,i N1 Is - C,� 1 z E � ,' PROJECT DESIGNED BY: Waterfront Construction Inc, THIS DOCUMENT IS PROPRIETARY PROPERTY OF WATERFRONT CONSTRUCTION INC., AND IS NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF WATERFRONT CONSTRUCTION INC, u z z --------------- I III Li < CD < Q0 z U) Ln 00 V) Ln 0 U) 0 00 0 LLJ LLJ 0-)m m < < < LLJ ry Li) m < < Ln Z —0 Ln Z —0 u U� ry W m 0 Ln Ln 0 rK < u 10 LLJ LLJ (J� m 0 (n � W :2E 0 < m Li IL m n < 0 --D I LL] 0 LL - 0 z 0 U) 0 Q-1 0 < 0 0 0 < LLJ ry Li) :E < LL] 0 0 0 0 0 C) Li) :E u n 0 < < u 10 LLJ -j m z J � W :2E 0 m m < (-D U) > 0 C) 3: < w n < < 0 > m< n 0 Li L -i 0 EL 0 n D 0 ry 0 D FY < n a- E) 0 D 0 0 C) Li) :E u LLJ < LLJ -j m < m 0 m (-D Ld 3: < w n < <