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HomeMy WebLinkAboutPRE19-00039 Site-Project PlansPT WHITNEY PROJECT LOCATII N Nov 27 M9 J. r T MAP =IONS FROM OUILCENE, HEAD SOUTHWEST ON US-101 TOWARD BEE MILL ROAD. TURN LEFT ONTO BEE MILL ROAD. CONTINUE ON BEE MILL ROAD TO POINT WHITNEY ROAD. FOLLOW POINT WHITNEY ROAD TO SITE. ENG. PROJECT NO.,JN:A6, 3;,j,e,-1............. ... PORTION OF:,T26N,R1.W,S7......................... ...,.. DRAWN BY: Q,.HENNN9 REFERENCE NUMBER: PROJECT LOCATION (ADDRESS): PROPOSED PROJECT: APPLICANT: POINT WHITNEY POINT WHITNEY WASHINGTON DEPT. of FISH & WILDLIFE 1000 POINT WHITNEY ROAD ACCESS REDEVELOPMENT 600 CAPITOL WAY N. BRINNON, WA 98320 OLYMPIA, WA 98501-1091 IN: DABOB BAY ADJACENT PROPERTY OWNER: LAT/LONG: 47.45'42.03W/122.51'04.33W NEAR/AT: POINT WHITNEY 1. DATUM: TIDAL DATUM COUNTY: JEFFERSON 2 SHEET 1 OF 8 DATE:03/27/2019 STATE: WA VERTICAL P7WMG.- RATTIERED PI SEA .APPROX+ LOCATI '"-•<. -- • • • .- -� ..•:.:•.:.: ElC N46 EOCE -'-AT BOTTOM •• _ -., "15 RA53 - PNTJ 2019 FOUND 2 1/2' �• ALUMINUM CAP MARKED 'GPS MLLW 0.00 ,_ PT WHIT 2 2DDO' % ,' _ N: 294488.60 E. 1143659.78 '• ..... .rr.:.•-�� ELEV � 14.24 (TIDAL DATUM) .!. T '�'k�:•�'.L,.ti-_.-•:ham.:,,- :��'y'.:•-- DABOB BAY �nitg PIT R 11.36 - PICNIC � -� i TABLE _ .�r • ��`"`'� -• --. _ � _ �-PNT 1500 FOUND 1/2" REBAR CONTROL POINY WHR 3 CONCI CAP_ - �N.• 28446744 E:: 111436NGS71.53 GRAVEL N. 284REMR 4�• 8UE: 111444109.84�� `r - 14.90 (TIDAL DATUM) ELEV 15.13 (TIDAL DATUM) t C • `: w �. 1�"s�wys�Ya� 'ice , VEGETATION LINE EDGE OF I • . - MLLW O.DD PARKING LOT ] y f GUARD POSTS ROAD RO�� r � �iOG WH eELSTOP �0� � r • u .25 LAGOON / f ^� ; . EDGE- /�'I i 1 ,5 ENG. PROJECT NO. 7E BOAT RAW /^ APPROX. 13.2' \Y\ VEGETATION LINE 6' CHAINLINK r i I FENCE �i ';r• II ' EXISTING SITE PLAN [Al on a -. SCALE: 1" - IDO' REFERENCE NUMBER: APPLICANT NAME: WASHINGTON DEPT. of FISH & WILDLIFE PROPOSED PROJECT: ACCESS REDEVELOPMENT LOCATION: POINT WHITNEY 8_1 DRAWN BY: D. HENNING SHEET 2 OF S DATE:03/27/2019 NOTE A SIGN WILL BE PLACED ON THE INTERPRETATIVE BOARD STATING THAT 'NO MOTOR VEHICLES ALLOWED ON THE BEACH. EMPTY BOAT TRAILERS ARE AUTHORIZED' hOV 2 7 20, VERTICAL PU.7A'G L DABOB BAY . ..:::.: - BATTERED PILING "` "'�'••.."• APPRU LOCATKW 4 ��� •r'• •'•.........:..::..: AT B(1170W --- OGE SEE MITIGATION PLAN�� E �'.`..~'..�_ SHEET 9 MHHiF GRAVEL i� E 1 3 4 t—.LLW 0.00 CHAIN LINK FENCE r _ a APTA7 73.2E -•� 7 VCGFTATIOk LINE EDGE OF PARKING LOT - ffJJ A ROAD f. ~ a r f v, p;p�5R7g ti ti -.•i `� V r• .��~ fit tTw / Y�1 ' LAGOON ����• jjr; tlI - Q EDGE —. �� �/ _•�� f I .: J. I I ' PROR�SD SfTE RLPy ,o SCALE: 1' - 100' ENG. PROJECT NO. 8.-1 DRAWN BY: D. HENNING IENG. PROJECT NO. CONCRETE BOAT RAMP TO REMAIN rf MVY DEPARIM00 MONUMENT C6RMER NUMBER U.S.N. 15 5 BELOW GRAVEL SURFACE MLLW 0.00 'Xi Ut I%t4w PLANKS 70 APPROX. ELEVATION -2.0 (1554 SF) ARIICULATED CONCRETE MAT AND PLANKS 2640 5F ARTICULATED CONCRETE MAT (1056 5F) &MP SITE PLAN \i4/ Midm2D 310 4. SCALE., I' - 30' REFERENCE DRAWN ey: D. HENNING I i lI ELEV. APPA .. 1.6D END OF WSTW RAMP END OF NEW RAMP STA. I I I ELEV. APPROX. - 5 42 GRADE BREAK STA. - 1+14.04t INSTALL (28) 4'%12'X6' RAMP PLANKS TO APPRDX. ELEVATION -2-0. — ELEV. 15.69 BEGINNING OF NEW RAMP f� ELEV. - 15.21 BEGINNING OF NEW ASPHALT FOR RAMP INSTALL STA- - a-WRff ENG. PROJECT NO. GROUND I� + I:II�I I -III I Egg knA:P TO REMAIN I- N ^ O Y7 O III _O Y1 I I I r---r--1--r--1 I I I I f I ! IZZ I I I I I I I I I 1 I I I I ! I W I I I I I I I I S I 1 L) I I i I I I I I I I I I 1 3 1 I ! I 0 I I I I x I I I I I 0 1 w I (L 0 ir I N I I I I --I--- i T a I W I I I I F I I I I a l f� 0 I i 10 1 I I d I IN I _ I I I { 1 I V I I I ! I I I 1 I i I I I I I I I I I ! I I 1 I I I I a I 1 I$ I I 1 I I I f T l I I I I I I I I I 1 I I I I 1 I I ! I 1 I I I I 1 I I I I I I L_--L-J--1-J REFERENCE NUMBER: APPLICANT NAME: WASHINGTON DEPT. of FISH & WILDLIFE PROPOSED PROJECT: POINT WHITNEY ACCESS LocATION: POINT WHITNEY DRAWN BY: D. HENNING SHEET 5 OF 8 DATE; 03/27/2019 4• K 12' K B' PRECAST CONCRETE PLANKS iH x a � H iu O 0 O 1 O O ED 0.1 a� O_O O C' 0 i c) I� CD ' r C3 K n o 11! sl1 cT ,ca a. ©: it 04,0, TO a O Ts CO3 1 ED Lml Q [` p IL3 III � r7f. j fE M m, A, A I, 4 6 6 ci f i !r $ 8 E3 a It I o 0tt C.:7 I'' C7 !`, �n�I: ems- I;C7; a� ED u ' r~ E] I' { C) C7 1 R�. F �I 6" DEPTH 1� hK n H� n' ARTICULATED J a n a - m m 1 CONCRETE MAT, 207E OPEN SPACE. !It ,C3 I C3t[�1, 0h dll I A U-3 i Cl I "© CD Cl rl ±a p ' [D I` 1' (5 a Q 6Ad I Io [i O ,fa0 I ala �llf C7 I" CI a�I � I 0 H L, I �� +c')c�.11 �'o,o`0 I�o a ;� zi a n o cz o, E3 �J TOP OF TYPICAL RAMP PLANK PLAN NOT TO SCALE w T,m KDEP FLUSH VIM FINISHEDSURFACE SAL 10P OF CONCAEM 1,ATCH Darrm :RIDE '� rSAN� Try " M BOTH SIDES TYP E)mEiDq RAW TO Aw" C' r Plm„ST /IEfALLED W TOP OF nesTIDN RAW ` ���� ro�9CK wprmANCHOR C� R" FOR IuxIANO ATTACH0BLN+CIIW CASE E745RIS DNOIDIUIBED G�IEi amw!D _ TYp TC°Ae�°�� ANCHOR w nL c, r DF , , , rrao Kr unnax. wzY � E� ONLY USE P NEEDED ROCK P4q.PLANK A 6 6 NOTE: SEE SITE PLAN FOR SIZE AND LAYOUT OF ARTICULATED CONCRETE MATS REFERENCE NUMBER: APPLICANT NAME: WASHINGTON DEPT. of FISH & WILDLIFE PROPOSED PROJECT: ACCESS REDEVELOPMENT LOCATION: POINT WHITNEY ENG. PROJECT NO. JN:A633.81 —1 SHEET 6 OF 8 DATE: 1112 7/201 J - crr Nov 2 7 2Q19 Li N MATCH ENG EA ELEVATION OF RESTORATION, SET BY MATCHING THE TOP £DOE OF E7'; RELOCATED OF BEACH GRAVEL LOT GRAVEL/VEGETATION LINE • • • 4X8 PICNIC TABLE EXCAVATE TO EXISTING ELEVATION l SLOPE TRANSITION AT 'N' CORNER. FILL REMOVAL SHALL NOT DISTURB EXISTING RIP RAP - NOTE: WATTLES TO BE PLACED AROUND WORK AREA AS NEEDED PER SHEET 8. FIRE PIT TO `• BE RD hwm �.90D SF+ n GRAVEL PARKING • hVFICATK7N AREA AREA .f. '•' e 20" BARRIER LOG r� 12' SECRON OF TO BE REMOVED ��`P CNAINLWKENCE �.lN- •. ~ MLLW 0.00 SCAE.E_ 1 me T o PLAN ENG. PROJECT NO. DRAWN BY: D. HENNING hr o+ i 6'-10' DIA. M 1' x 1" STACK STRAW WATTLE Q ETAI L CONSMUCTION SPECIFICATIONS: 1. PREPARE THE SLOPE BEFORE THE WATTLING PROCEDURE IS STARTED. 2. SWALLOW GULLIES SHOULD BE SMOOTHED AS WORK PROGRESSES. 3. 019 SMALL TRENCHES ACRM THE SLOPE ON CONTOUR, TO PLACE ROLLS IN, THE TRENCH SHOULD BE DEEP ENOUGH TO ACCOMMODATE HALF THE THICKNESS OF THE ROLL. WHEN THE SOIL IS LOOSE AND UNCOMPACTE77, THE TRENCH SHOULD BE DEEP ENOUGH 10 BURY THE ROLL 2/3 OF ITS THICKNESS BECAUSE THE GROUND WILL SETRE. 4. R IS CRITICAL THAT ROLLS ARE INSTALLED PERPENDICULAR TO WATER MOVEMENT, PARALLEL TO THE SLOPE CONTOUR. 5. START BUILDING TRENCHES AND INSTALL ROLLS FROM THE BOTTOM OF THE SLOPE AND WORK UP. 6. CONSTRUCT TRENCHES Al CONTOUR INTERVALS OF 3-12 FEET WART DEPENDING ON STEEPNESS OF SLOPE, THE STEEPER THE: SLOPE, THE CLOSER TOGETHER THE TRENCHES, 1:1-16' 2:1-2W 30-W 4:1-40' 7. LAY THE ROLL ALONG THE TRENCHES FITTING R SNUGLY AGAINST THE SOIL, MAKE SURE NO CAPS EXIST BETWE" THE SOIL AND THE STRAW WATTLE B. USE A STRAIGHT BAR TO DRIVE HOLES THROUGH THE WATTLE AND INTO THE SOIL FOR THE WILLOW OR WOODEN STAKES. 9. DRIVE THE STAKE THROUGH PREPARED HOLE INTO SOIL LEAVE ONLY 1 OR 2 INCHES OF STAKE EXPOSED ABOVE ROLL 10. IF USING WILLOW STAKES REFER TO LIVE STAKING BEST MANAGEMENT PRACTICES. 11. INSTALL STAKES AT LEAST EVERY 4 FELT APART THROUGH THE WATTLE. A01)fMNAL STAKES MAY BE DRNEN ON THE DOWNSLOPE SIDE OF THE TRENCHES 014 HIGHLY EROSIVE OR VERY STEEP SLOPFS- 12.iNSPECT THE STRAW ROLLS AND THE SLOPES AFTER SIGNIFICANT STORMS. MAKE SURE THE ROLLS ARE IN cOWACT WITH THE SOIL 13. REPAIR ANY RLL.S OR QULLYS PROMPTLY. 14, RESEED OR REPLANT VEGETATION IF NECESSARY UNTIL THE SLOPE IS STABILIZED. ENG. PROJECT NO. JN:A633:18-1 REFERENCE NUMBER: APPLICANT NAME: WASHINGTON DEPT. of FISH & WILDLIFE PROPOSED PROJECT: ACCESS REDEVELOPMENT LocAnON: POINT WHITNEY DRAWN BYt D. HENNING SHEET S OF S DATE:03/27/2019