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Home My WebLink AboutSCHAFER STATE PARK - COM Plot / Site Plans - 3/17/2021 t � / APPROVED FOR CONSTRUCTION WASHINGTON STATE PARKS REGIONMANAGER date CAPITAL PROGRAMMANAGER date & RECREATION COMMISSION • MICHAEL LATIMER, CHAIR SOPHIA DANENBERG LUCINDA WHALEY MARK BROWN KEN BOUNDS STEVE MILNER DIANA PEREZ DON HOCH, DIRECTOR . Area Manager: XXXXXX XXXXXX PARK DATE: 3/17/21SCHAFER STATE RELOCATE CAMPGROUND VICINITY MAP PROJECT LOCATION NORTH NORTH if r ' ,�x`SCAFER:STR,T .f'ODA'RY -j o chafer SGI- e Park .06 LU Lu ye t 1 � h.£S ;s�tt`tt'��¢:ta� -"` o d.•6 e� . A�(��-��'•b�..•� a - ' l co z 0 ioi S s, C"i w a to Ch N O 1365 W SCAHFER PARK RD,ELMA,WA 98541 X �0966- �1234651-�W �� SEC-29 T-19-N R-6-W MASON COUNTY TAX PARCEL NUMBER 619293060020 0 CAD NO. PWCODE-PROJEUCODE-YEAR-FILENAME PROJECT TEAM SHEET INDEX DESCRIPTION 0 d OWNER: STATE OFWASHINGTON 1 GO COVER SHEET 48 C1 CIVIL GENERAL NOTES PARKS AND RECREATION RAELROADSOUTHWESISSION • • 2 G1 PROJECT TEAM SHEET 49 C2 TESC LAYOUT PLAN A 1111 LSRAEL ROAD SOUTHWEST CE BOX 42650 OLYMPI,WASHNGTON 3 G2 GENERAL NOTES SHEET 50 C3 TESC LAYOUT PLAN B OLYMPIA,WASHINGTON 98504-2650 www.parks.wa.gov OWNER'S 4 G3 EXISTING CONDITIONS SHEET A 51 C4 WATER LAYOUT PLAN A , REPRESENTAIVE: WASHINGTONSTATEPARKSANDRECREATIONCOMMISSION S G4 EXISTING CONDITIONS SHEET B ADDRESS LINE 1 52 C5 WATER LAYOUT PLAN B ADDRESS LINE 2 CITY,STATE#E##### 6 G5 DEMO CLEAR, AND TREE PROTECTION SHEET A 53 C6 WATER LAYOUT PLAN C FIRST M.LAST 7 G6 DEMO, CLEAR, AND TREE PROTECTION SHEET B 54 C7 WATER LAYOUT PLAN D o CONSTRUCTION PROJECT ADMINISTRATOR TELEPHONE:(360)755-5262 8 L1 GRADING SHEET A 55 C8 WATER LAYOUT PLAN E FACSIMILE: (360)428-1094 FirsLLast@parks.wa.gov 9 L2 GRADING SHEET B 56 C9 SEWER LAYOUT PLAN A 10 L3 LAYOUT SHEET A 57 C10 SEWER LAYOUT PLAN B 11 L4 LAYOUT SHEET B 58 Cll DRAINAGE LAYOUT PLAN A 12 L5 PLANTING PLAN A 59 C12 DRAINAGE LAYOUT PLAN B z ACTION BY DATE 13 L6 PLANTING PLAN B 60 C13 CIVIL DETAILS DESIGNED 3B 3/17/21 PROJECT LANDSCAPE ARCHITECTURAL CONSULTANTS 14 L7 MITIGATION PLAN A 61 C14 CIVIL DETAILS DRAWN SS 3/17/21 CHECKED(FIELD) M 3/17/21 15 L8 MITIGATION PLAN B 62 C15 CIVIL DETAILS CHECKED(HDQTS.) )CO( 3/17/21 PROJECT LEAD: J.A. (STAVERENNAN ASSOCIATES PRIJIMNCIPAL CIPALBRENN N 16 L9 SITE DETAILS A 63 C16 CIVIL DETAILS TELEP2701 1ST AVE PRINCIPAL SUITELE, jim@ja ONE:(#206)583-0620 17 L10 SITE DETAILS B 64 C17 CIVIL DETAILS SEATTLE,WA 98121 jim@jabrennan.om www.jabrennan.om �.a. brerinari-p 18 Lll SITE DETAILS C 65 C18 CIVIL DETAILS i - 19 L12 SITE DETAILS D 66 C19 CIVIL DETAILS associates PLLC ... ..... ..... ..... .... 20 L13 SITE DETAILS E 67 C20 CIVIL DETAILS CIVIL ENGINEER: DAVIDD CONSULTING GROUP QUIN CLEMENTS 21 L14 SITE DETAILS F 68 E1 ELECTRICAL PLAN A 97064TH AVE NE VICE-PRESIDENT 22 L15 SITE DETAILS G SUITE 300 TELEPHONE:(206)523-0024 69 E2 ELECTRICAL PLAN B www.dIG ogengr.com WA"'... r.com quin@dcgengr.om 23 L16 SITE DETAILS H ;� - www.dcgengcom 70 E3 ELECTRICAL DETAILS REGISTERED STAMP 24 Al CABIN EXTERIOR ELEVATIONS 71 E4 PANEL SCHEDULES 25 A2 CABIN INTERIOR ELEVATIONS WASMNGTON 26. A3 CABIN FLOOR PLAN STATE ELECTRICAL ENGINEER: STANTEC CHRISFOTE 27 A4 CABIN FOUNDATION PLAN PARKS 4100 194TH ST SW PROJECT MANAGER SUITE 411 TELEPHONE:(206)667-0555 28 A5 CABIN MECHANICAL PLAN - StanteC www� om WA 98036 chrs.fore@sYantec.om 29 A6 CABIN SECTION & DETAILS AND 30 A7 CABIN PORCH ROOF DETAILS RECREATION 31 A8 COMFORT STATION ELEVATION PLAN CONMSSION LAND SURVEYOR: BERGLUND SCHMIDT&ASSOCIATES MIKE SCHMIDT 32 A9 COMFORT STATION FOUNDATION REBAR PLAN 2323 BA PRINCIPAL SCHAFER lBr:aclvivn,SCTI�wrJ7T HOQUTAM,WA98550 TELEPHONE:(360)532-7630 33 A10 COMFORT STATION FOUNDATION & FLOOR PLAN ,I S-P SSOAIATES,INC. www.berglundschmidt.om mschmidt@berglundschmidt.om - - 34 All COMFORT STATION ARCHITECTURAL DETAILS 1 STATE PARK 35 Al2 COMFORT STATION ARCHITECTURAL DETAILS 2 36 A13 COMFORT STATION ARCHITECTURAL DETAILS 3 GEOTECHNICAL: LANDAU ASSOCIATES CALVINMcCAUGHAN 37 A14 COMFORT STATION ARCHITECTURAL DETAILS 4 12154TH AVENUE GEOTECHNICAL ENGINEER SUITE 1215 TELEPHONE:(206)631-8680 38 A15 COMFORT STATION ARCHITECTURAL NOTES & DETAILS LANDAU SEATTLE,WA 98161 CMcCaughan@landauinc.om RELOCATE landaui ASSOCIATES www. nc.om 39 A16 COMFORT STATIONERIOR ELEVATIONS 40 A17 COMFORT STATION PLUMBING PLAN CAMPGROUND 41 A18 COMFORT STATION PLUMBING DIAGRAMS 42 A19 COMFORT STATION PLUMBING DETAILS 1 43 A20 COMFORT STATION PLUMBING DETAILS 2 PROJECT TEAM 44 A21 COMFORT STATION HEATING PLAN SHEET G1 45 A22 COMFORT STATION VENTILATION PLAN 46 A23 COMFORT STATION ELECTRICAL PLAN SHEET 2 OF 71 47 A24 COMFORT STATION DIAGRAMS & DETAILS SCALE NONE PARKS FILE# CAD NO. PAPXCODE-PROJECTWDE-YEAR-FILENAME PROJECT DATUM AND SURVEY CODES AND STANDARDS GENERAL NOTES EXISTING & PROPOSED 0 INFORMATION 1. ALL METHODS AND MATERIALS SHALL STRUCTURES LEGEND CONFORM TO ASCE-16,AS AMENDED AND 1• THESE NOTES CONTAIN GENERAL INFORMATION AND ARE NOT ADOPTED THE LOCAL AUTHORITIES. COMPREHENSIVE.CONTRACTOR SHALL VERIFY INFORMATION GIVEN HERE A. WELCOME CENTER(PROPOSED) 1. HORIZONTAL DATUM:WASHINGTON STATE WITH TECHNICAL SPECIFICATIONS AND OTHER DOCUMENTS AND BRING ANY CONFLICTS TO THE ATTENTION OF THE WASHINGTON STATE PARKS B. STAFF HOUSING(EXISTING) PLANE SOUTH ZONE NAD 83111 PROJECTED 2. ALL METHODS AND MATERIALS SHALL REPRESENTATIVE OR ENGINEER BEFORE WORK IS INITIATED. TO GROUND PER OPUS GPS RESOLUTION. CONFORM TO IBC-2018,AS AMENDED AND C. RESTROOM(EXISTING) CSF 0.99995220 - ADOPTED BY THE LOCAL AUTHORITIES. 2. ALL DIMENSIONS AND DETAILS SHALL BE VERIFIED BY FIELD MEASUREMENTS 2. VERTICAL DATUM:NAVD 1988 PER OPUS GPS 3. REINFORCED CONCRETE WORK SHALL BY THE CONTRACTOR PRIOR TO FABRICATION AND CONSTRUCTION. D. MAINTENANCE SHED(EXISTING) RESOLUTION. CONFORM TO THE REQUIREMENTS OR SPECIAL 3. THE CONTRACTOR SHALL ABIDE BY ALL APPLICABLE LOCAL ENVIRONMENTAL PROVISIONS FOR STRUCTURAL CONCRETE FOR PROTECTION STANDARDS,PERMITTING LAWS AND REGULATIONS. E. CABIN A(PROPOSED) 3. REFER TO G3 AND G4 FOR SURVEY BUILDINGS(ACI 301)AND BUILDING CODE 4. ALL WORK SHALL BE CONDUCTED IN ACCORDANCE WITH REGULATORY F. MAINTENANCE SHOP(EXISTING) INFORMATION REQUIREMENTS FOR REINFORCED CONCRETE PERMITS,SEE THE SPECIFICATIONS. o (ACI 318),LATEST EDITION. G. CABIN B(PROPOSED) 4. WATER LEVELS SHOWN ARE ONLY FOR 5. THE WETLANDS SHALL BE CLEARLY MARKED AND PROTECTED DURING THE REFERENCE AND MAY NOT REPRESENT 4. ALL STRUCTURAL DESIGN AND CONSTRUCTION COURSE OF CONSTRUCTION. H. WELL HOUSE(EXISTING) 5. UTILITY NOTE:THE LOCATION OF CONDITIONS DURING CONSTRUCTION. SHALL COMPLY WITH ANSI/AISC 341-LATEST 6 ALL APPLICABLE SAFETY REGULATIONS SHALL BE STRICTLY FOLLOWED..EDITION REQUIREMENTS. METHODS OF DEMOLITION,CONSTRUCTION,AND ERECTION OF STRUCTURAL I. COMFORT STATION(PROPOSED) UNDERGROUND UTILITIES AS SHOWN ARE 5. REFERENCE TO ASTM AND OTHER STANDARDS MATERIAL IS THE CONTRACTORS RESPONSIBILITY. THE RESULT OF THE OBSERVATION OF ABOVE SHALL MEAN THE LATEST EDITION IN EFFECT 7. CONTRACTOR SHALL CONFIRM EXTENT AND LOCATION OF STAGING AREAS GROUND STRUCTURES AND RECORD ON BID DATE,UNLESS NOTED OTHERWISE OR WITH THE WASHINGTON STATE PARKS REPRESENTATIVE. z INFORMATION FROM THE OWNER.BERGLUND DESIGNATED BY THE GOVERNING CODE. SCHMIDT&ASSOCIATES MAKES NO 8. THE PROJECT IS PARTIALLY LOCATED ADJACENT TO WETLAND AND ACTION BY DATE CERTIFICATION AS TO THE LOCATION OF ADJACENT TO A PROTECTED SHORELINE.REFER TO PERMITS AND DESIGNED JB r3/177/21 UNDERGROUND UTILITIES. SPECIFICATIONS FOR REQUIRED PROTECTION MEASURES. DRAWN SS 9. ALL EXISTING FEATURES LOCATED IN THE PROJECT AREA SHALL BE CHECKED(FIELD) XXX EQUIPMENT.• -TR/MBLES63"ROBOT/C PROTECTED UNLESS SPECIFICALLY CALLED OUT TO BE DEMOLISHED. CHECKED(HDQTS.) XXX TOTAL STATION 10. ALL EXISTING VEGETATION SHALL BE SAVED AND PROTECTED TO THE BEST -TRIMBLER6 MODEL 3 EXTEND POSSIBLE UNLESS OTHERWISE CALLED OUT TO REMOVE/CLEAR& BASE&ROVER GRUB. PROCEDURE.FIELD TRAVERSE RTK GPS 11. SAVE&PROTECT ALL TRESS NOT DESIGNATED FOR REMOVAL.INSTALL TREE PROTECTION FENCING WHERE NECESSARY. L/NETMELEGEND 12. PRIOR TO ANY DEMOLITION AND EARTHWORK ACTIVITIES THE CONTRACTOR wL WETLAND SHALL VERIFY ALL EXISTING CONDITIONS AND PROVIDE AND INSTALL ADEQUATE BMPS TO CAPTURE ANY CONSTRUCTION DEBRIS IN --oHw ••• ORDINARY HIGH WATER ACCORDANCE WITH THE DRAWINGS,TECHNICAL SPECIFICATIONS,AND PERMIT REQUIREMENTS. —•---•---•--- TOP OF SLOPE 13. CONTRACTOR IS RESPONSIBLE TO REVIEW SITE CONDITIONS INCLUDING —•••—•••— TOE OF SLOPE EXISTING GROUND CONDITIONS AND GRADE TO DEVELOP APPROPRIATE REGISTERED STAMP WORK PLAN,MOBILIZING AND CONDUCTING WORK. LEGEND 14. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN TEMPORARY WASE INGTON CONTROL @ STORMMANHOLE SEDIMENTATION AND EROSION CONTROL(TESC)FACILITIES TO ENSURE ® POINT/MONUMENT THAT SEDIMENT-LADEN WATER DOES NOT ENTER THE NATURAL OR PIPED STATE recto GAS METER DRAINAGE SYSTEM. REFER TO THE APPLICABLE DRAWINGS AND THE HYDRANT SPECIFICATIONS FOR PLANS AND DETAILS THAT DESCRIBE THE MINIMUM eg T�p GATEPOST TESC FEATURES REQUIRED.AS CONSTRUCTION PROGRESSES AND r AI;�KS IBwu WATER METER SEASONAL CONDITIONS DICTATE,THE CONTRACTOR SHALL REVISE TESC AND > CULVERT FACILITIES AND CONFIGURATIONS AS NECESSARY TO ENSURE COMPLETE AND pd WATER VALVE SILTATION CONTROL AND THAT NO SEDIMENT LADEN WATER ENTERS THE 7� SIGN NATURAL OR PIPED DRAINAGE SYSTEM. 7�r'� CPJ ATION 0 WATER VAULT 15. DURING THE COURSE OF CONSTRUCTION,IT SHALL BE THE OBLIGATION AND oicB IRRIGATION BOX O BOLLARD RESPONSIBILITY OF THE CONTRACTOR TO ADDRESS ANY NEW CONDITIONS CONMS SION Pe MAILBOX THAT MAY BE CREATED BY ITS ACTIVITIES AND TO PROVIDE ADDITIONAL OHB HOSE BIB TESC FACILITIES THAT MAY BE NEEDED TO PROTECT THE SITE,ADJACENT DECIDUOUS TREE LAND AND EXISTING DRAINAGE FEATURES. REMOVE TESC FACILITIES AT 0 WELL DEMOLITION,CCOMPLETION OF THE PROJECT.THE ONSTRUCTTION,OR OTHENTRACTOR SHALL ENSURE NO R DEBRIS FALLS IN THE WATER. THE SCHAFER CONIFEROUS TREE CONTRACTOR SHALL IMMEDIATELY REMOVE ALL DEBRIS THAT STATE PARK p POWER POLE INADVERTENTLY FALLS IN THE WATER ON AN ONGOING BASIS. SEE P FLAGPOLE L/GHTPOLE ADDITIONAL NOTES UNDER DEMOLITION AND THE SPECIFICATIONS. � SW SIDEWALK 16. ALL EXISTING FEATURES AND PAVED SURFACES,INCLUDING,STRUCTURES, o— STREETLIGHT ROADWAYS,ACCESS ROADS,SIDEWALKS,FENCES,AND CURBS DESIGNATED LS LANDSCAPING TO REMAIN THAT ARE DAMAGED,AS DETERMINED BY THE ENGINEER, NOT POWER TRANSFORMER DURING OWN EXPENSE.CONSTRUCTION,SHALL BE REPAIRED BY THE CONTRACTOR AT ITS RELOCATE p POWER VAUL T om ✓UNCT/ONSOX CAMPGROUND GUYANCHOR UTILITYPEDESTAL ISEW WATER/PWR GENERAL NOTES 0 TELEPHONE VAULT SHEET G2 oTR TELEPHONE RISER i (D TELEPHONE VAULT SHEET 3 OF 71 Q SEWER MANHOLE SCALE 4 SEWER CLEANOUT NONE O CATCH BASIN PARKS FILE# CAD NO. PARKCODE-PRO]ECTCODE-YEAR-FILENAME \ / _ EXISJING DAY USE AREA Q ` —O �' // / uND oAlllr II. l� s✓'-- _ TRAIL ■ �23\� VVETLANDF , d ,�� / / ERER t2g 4 --� - __ �■ \ � FOOTBRIDGE ' I .� _ 6 - _ ` /;'. / STAFF ENTRY DRIVE 0 / /pa 0 PARKING LOTAREA �' 3e �� —�,�" // gR� EB ° / / �- 0 . ( sN I EXISTING DRIVE _- ------- -----E �-- -- --- - 1 'Q E TO DAY USE AREA i�y�✓ _ _ — _Z2� ` 1 -� -r--- O // < � ` �sprPsoE y ' / _ 1-- ---O%^ '/� /T ��\1111//� \ \ \ /\ j ,S�TiC T IT`NN- \ \ O EE - 'O BUILOINGM `I O •- F LID s o- 11-77-7 / /' � �` h FVf( C / ,'\ DECR WIRE gR�(S�� SIGN Iif \ \ y �, JJ _J ' / /' / / / \ _/ \ / //// , ` FENCE O- // ' I a' / ' "_ Q G' \ `-c �'-USN--- / I �- \ \ � BUILDING ♦ ,� WOOD ♦ PROPERTY LINE / '- LIMIT OF / ��✓—/^��f� T \D ` IRRIGATION Q CONSTRUCTION, YP. ASP� INFASTRUCTURETYP. 1I z (4DI ACTION BY DATE W SAT50P CLOQUALLUM RD r / 1, / WETLAND BUFFER I/ v / / \ FENCE // D DESIGNED ]B 3 17 21 / ' , / // \IV/ / / a ' q / ' / coN� I DRAWN SS 3 1721 USN /OP SLOP/ \/ `\ AWN `SEPTIC LIDS '1 / , / �q/O / `�/ \ PAD CHECKED(FIELD) XXX 3 17 21 ACESS DRIVE ! BR ((f , / r ____ /S o CHKKED(HDQTS.) xxx 3�17�21 B / / // / / �- EXISTING DECIDUOUS / / '/ ` I/ \ // ^ 0 1 TREE,TYP. WOOD PIT WITH OLD eu DING -\ �41 / 0 O�' FENCE / SEPTIC TANK J11 �' l // r/ / \ PIT ��\ j �`_ CONCRETEPAD_ ` J' / \ clu I iAWN w E I STING SST AND Q�'�� / ✓ / /// // I / / /�// '� lUT N &AREA � ��? �\ .I EXISTING CONIFER II MAI /--" / TREE,TYP. NTENANCE = REGISTERED STAMP SHOP f BUILLDDING / \ 1 BRUSND j/ l �j' SEGTID\. Oo ^ I WASllll V GTON / / \t \ O O _o_/� : 1/, /' a \� O / BR STATE GRAVEL 1 E / O• , \ — — \ \ /�/ L/ t '� SHED/' R rAi�11�7 v O / LID /(� , .� / to `\/ - / AND \ J/ / U RECREATION / BUILDI 6 \ FEMA 10D YEAR �-�--=__1,1� _ ROAD / / PROPERTY LINE FLOOD LINE CONAUSSION \ GRAVEL uILDING — �� TREES(LOCATED WITH v� , �) CONG.PAD — 1/0 / AERIAL INTERPRETATION) EXISTING CA / / I � // � ` --- - {--' / � ��, _ _ j�,� , SCHAFER __ l/ /; / \ / / , --- /-�` ��o �� 0 0 ,� / / — _�;;- STATE PARK '^__\ ' B"J""EE // I O �RGE,SNAG RUBNRREE I J / I 0 q 'v 1 WELL HOUSE 1 / �' �pDSN / /� -,� RELOCATE co'NC.TANK //- usN / O O� O ' / 0 0 0 0 0 /; �/ / 1 CAMPGROUND i 3 Or _ = I fl;-�"� RESERVOIR \ �<_ �, \ `` _ J�I� — ) -- ` p � O0lz (D EXISTING BU/LOINGJ O O //O '�_ Uy--- 000 / CONDITIONS A GRAVEL \ I------I L\ \ o ` ``L BR�'f / O I `// / - \ // `/ / -✓ �, \\ \ 1 / // l 0 a I o 0 I '/;� SHEET G3 aftEE ' / �\ 0 0 00 0 D o\ �� - SHEET 4 OF 71 / — /_ O 00 p0 O --ACCESS DRIVE A — ' % PARKING Lf1T A1�EA�B SCALE J I _0\ ol 0/" 1 �� 1 \ \ !0 �_ /I PARKS FILE# CAD NO. PARKCODE-PROJECTCODE-YEAR-FILENAME EXISTING*DAY USE DRIVE TO DAY Qy` USE AREAEXI\ a IPATH TO RESTROOM` / i'-'��' ` \ h WETLANDS \ -- --� RIVER NG I_ AND DAY USE AREA ACCESS 1 gRUSN ' `vO, p / O I/ l GATE % \\ (_ 'PATH O \ \ I O O / GRPVB i ` +/ J O O\\J/EE I \ \h O ssus" \ - \// O Q I \\\ gRON ��, \\\\— \ \ rA RI VER ACCESS I / /I a l . O \\ \ \ \ \ / �t—� \ _ASPHALTTURNAROUND \� \�\ 4Z O O \\\\ \ / J / �pS `� ` ` \\\\\\ ACiION LBDA vlZi > J" DEIGNED r' Gro RAVEL ROAD \\\\� DESIGN BN cHKECED(FIE D)ARu \ \ \ TS CHKKED(HDQTS.) °vo O `q�. i/ J / , O•_ /— R\ \�Q\\ �� \l `\ LIMIT OF CONSTRUCTION,TYP. O O - OO" /// t�N �♦♦ /' y J J132/ / /' gRUs ES `�1 \\\�� I _ /� gRUSN J 131 J ` GRAVEL DRIVE ,/2 / 9 \ / l/�/' O• \ -AND PULL-OUTS 4 \ \�` �� ♦ \\\ �♦ FEMA 100 YEAR FLOOD �Y\ o ' I LINE ♦♦ , i RPM /- `1 /\ uBN � �,♦� \ BR LKgRusN / Q/ 1/ r-�� /\ — ` / i (!RAVEL ( \ \ WETLAND BUFFER \ RIVER BUFFER REGISTERED STAMP OPI° /%�---/ `� `• / J �. ;.; �� \ \ \ \ ram\\��\\��` �� E � �' -o.'d \ ♦� '�� 4�� J/' o. ;� � ♦,\� \ \I �\\\\ WETLANDA \ WASHINGTON - / ° E- /'/ �so \ \ \ ♦ /O %' �l e ` `,\ ^` _SHORELINE SETBACK \ STATE ` \ r�G p � c�c �♦ / \ ' ._ R�SrnooM�_�� ,, \� r ,, LF O \`♦,`�` �� / `� ` ' ') ♦ \\ \ PARKS ;EkISTING CAM ND SEE RIVER ACCESS AND �GRA�SITE \ /// �/ I -RAVEL A B r \V CV`/� \\ Ji_� RECREATION or /rol gRUSN O QJ �� / / �� \ \ / �� QO•_ / \ / —' 1 �Q� J) /�\ O\`q O �`1 EXISTING PATH TO WETLAND A \\\ \ COMMISSION ^ \ i AND DAY USE AREA=— \ SCHAFER SPATH ` RSV\ 7✓ HOLE STATE PARK -I27 — JY — — — "• � ' g /J/��12g� ,/ /BR,�'.N— — GRAVEL ROAD �—�—ATE — I '�\{ J / — -12��_�___—_'_ — \ / \� \ i I ATM RELOCATE 11- J Baas yy7E / =_ ��`i —Z \ REEB \ / �-�-� °\ �y E` r---/ — %�' —_ — �� \ — _ �\ �R� \ / /� 1 CAMPGROUND / \\ — 14. EXISTING DECIDUOUS -137 TREE,TYP. -EXISTING CONIFER TREE,TYP.' ��\\ / - ---�/-- -� �' ��\ \ \ \\ `�` � EXISTING CONDITIONS B OR SHEET G4 13� / SHEET 5 OF 71 PROPERTY LINE/RIGHTfWWAY _- \ / / / J I \` j _r ----�--------- —�_�� —_—_—-- =_ SCALE I SATSOP CLOQUALI.W ROAD————————— EDGEPAKMEN7 ————— —————— I ————————————— / / I � ` 0 60' ` PARKS FILE# /; ! �� .r ,>. -- - • , -—, I CAD NO. PARKCODE-PROJECTCODE-YEAR-FILENAME 'REMOVE CONCRETE PAD \ WETLAND F I a X X Y.T ,c X-.." --X`- ,_ , I o x % x'x -%X J/; % �% Y. % BRIDGE ' EXISTING I RESTROOM A PARKING LOTAREAY. lea— Y. -----j-�-�- I l � u y„ x % x x\ x I / y j, �,'�,f / /Af --T. 1-1 O CO \ %`' d o C x Y. Y. X x / //// Y, X DEMO I / 9 ---- l �� \ f B `� O Q x X tx' EXISTING I 1 X/X /i PX /' / ! -�- J / ^r y % PATH,TYP. O / �' ` A/ ` / / / ! \'' �itL6 STAFF HOUSING • \ �% yj Y. ' `X Y. v Y. 1 z `Ct�4 \ % z /� / ! WETLAND G l J �- �� x' 'x CAP& � x �, / f ' J� , Y.( ABANDON o ACTION BY DATE r �� X \_I \ y `, EXISTING 1 DESIGNED JB 3 17 21 / / EXISTING SERVICE TO REMAIN SERVING `x� WATER X x DRAWN SS 3 17 21 —————————— 65 /' b j f j / f EXISTING BUILDINGS TO WEST OF / / ! ' LINE B ACESS DRIVE /i /�! ! _ /// ' j JUNCTION _ - % G / w% % / X X %x Y. 1 I CHECKED(FIELD) XXX 3 17 21 _ / � 't CHECKED(HDQTS.) )00( 3/17/21 MAINTENANCE SHED ; +/ / LEGEND & ! f! ` \ \ // I //. PIT WITH OLD REMAIN ' ` l j % xX/ \ ��f ++++I GRUB l� / / l ! / l I _l �x x ` j' / /j _ REMOVE��t'I xx x -x\c XJ X% X j Y sHIN�° ASPHALT / / \ I I / ///! \ �I_ CONCRETE PAD / % % X ?� X tax u°s REMOVAL %% ��y/ x � _ GRAVEL ROAD MAINTENANCE 1// _ __ — x % x Y. Y. as eaBxNnN I / � % -� X % / % % �% % fRT1FlG11E N°,453 REMOVAL/ // �7 i \\ Ir SHOP _ - �I j/ O \ \ _ X x 'X X �F % % yiY. REGISTERED STAMP �� 1/11 1 r \ ( % X X// w' WASHINGTON TREE TO I / ` \ I // /// F 1 O `� %�i`� �x X xO % x %� / % O REMOVE / / SAVE AND PROTECT / /// f - �- xt X O `�X % f % X rX y I STATE / / FUTURE DRAINFIELD AREAS / f (� \ O �j X �% x x % % �X OTREE TO // / r`7/`/ r / / 1r Y. Y. x/ %x % XJ PARKS REMAIN / i O / ( Z- X t_ � t�11 AND _ WATER LINE / / -it// \ - /� _ % x �% % J �yY. - — (EXISTING) O/ ��"�\\ \ t \/ \ Y. / / �Os x x % X Y. % % x \ X X� RECREATION ——— LIMITS OF / / —' ` /` \ LIMIT OF / // /� l \ "�X % Y. % % X x ' x% x x x ` xF / I\ \/ CONSTRUCTION,TYP. j / �C � xl -� - x,X x X Xt % x �\ �I COMNIISSION CONSTRU / \ X x f t% i x X i x /1 REMOVE RAMP % % ; % % fx X xX /I % /X X l SCHAFER X Y. STATE PARK IL Y. Y. Y. % %� X Y. l / %_ _ x x X / EXISTING WATER STORAGE ! \ ---.s/,, x x X X 11 \ f 1 / X % \ TANK TO BE DEMOLISHED ' t�� % x % x X x / — / X'✓� r ;) RELOCATE Y. t�Y/ % Y. /�� 1 ` '� ' CAMPGROUND X Y. Y. xXXY, Y. % ° X XY 1 r- X x %il,— — — �� /' 1 Xx % ' DEMO, CLEAR, &THE WELL — J -\- Y.x Y. %X 11� i , x % x j %-X %) O- X Xx % X%X /% X PROTECTION PLAN A /// -- (I f t_` ✓' r—�--- —__ li \ \ I % % x X % i �% Y. X Y- x x' SHEET G5 SAVE AND PROTECT � � CONSTRUCTION STAGING AREA I I \ \ I ' '` x`� f-..,� xl x ,�Y. % 1 1 ^-_ Y. ----^1` \- / cJFUTUREDRAINFIELDAREAS /1 -, / I 1 SAVE AND PROTECT /, I / %x % / % / X 1 X SHEET 6 OF 71 / I \ / / FUTURE DRAINFIELD AREAS \ I / X ` % i NOTES: / \ EXISTING WELL HOUSE i iyb �C�ESS DRIVEQ-\ — C�TAREA% ` \ ( SCALE 30' r j1.SEE SHEET 7 FOR DEMO,CLEAR `\ I &TREE PROTECTION NOTES. / /\ \ / f !� / r / \`S\tom\Y x X �-� - 0 60' PARKS FILE# LEGEND CAD NO. PARKCODE-PROJKTCODE-YEAR-FILENAME CLEAR& o �&'L WETLAND B + + GRUB % % I ar \ RIVER EDGE ASPHALT/CONCRETE \ x x %% % % % %x Y. %x%x X xxxx �0 ?,%J � -A \wl� REMOVAL -11 IL \\\(((°yi GRAVEL ROAD % x % "� / x (��'` REMOVE GATES /4� � C X C \ REMOVAL \c \ c � %x xx % \ // WETLAND A TREE TO Xx %x% x % Xx , - \✓ / \ \` \ O REMOVE o \ \ X% f✓ X Xx h�1. .1 X ' `sJ` X I 1 TREE TO Y. xxXxrx � xl O REMAIN %I X%' — — — WATER LINE(EXISTING) Y. X Q LIMIT OF CONSTRUCTION,TYP. s — LIMITS OF CONSTRUCTIONACTI Z Y. % 1^IX/ 1 xK X \ \')� x x \\\\\ \� N DESIGNED BY DATE x \ \ x \\\\� !/' NOTES: DRAWN ]B 3 17 21 x X J \\\ �'��•. v� SS 3 17 21 1.PROVIDE TREE PROTECTION CHECI�D(FIELD) XXX 3 17 21 III % X \ EXISTING CXT BUILDING TO REMOVE&TO PLACE FENCING WHERE NECESSARY. x % X � /'� p y \ \ \x `\ WITHIN PARKAS DIRECTED BY OWNER. CHECKED XXX 3/17/21 X�� /X x X y� xxl X p \ ( ASSOCIATED VAULT SHALL BE ABANDONED IN PLACE 2.SEE TESC PLANS(SHEET 23& '%o X/ S.DEMOLISH TOP 18" O / X % % 9 % % X X x x/ X x x% X �'\ \ x % 1 1 OF VAUPER OLTAND FIJECT LL W OIOLNAND COMPACT TO 95% 24)FOR CONSTRUCTION FENCE. Iyj % %fix' �/ / - � !x % xX 1 i✓ �xX x % % INSURE VAULT IS BURIED A MINIMUM OF 18". 3.SEE WATER LAYOUT PLAN (SHEET C4-CB)FOR ADDITIONAL \ / X ,✓ O\ x x x\ X\ I \\ \ EXISTING WATER SERVICE \\I INFORMATION.% X wsxaGo ��—Y. % wos XX % Y. '\\\ Y. X % `\ \\ \ `\UFIV\ TIHfATE N0.49 -� REGISTERED STAMP % % WASHINGTON CUT AND ABANDON V% EXISTING WATER LINE % % % 1x x STATE PARKS / J � Y. \\ \� b + + >� `> //� \ AND , . X x % x x A'u } I _, \\ \ RECREATION X x x <R r% / x % x % \x + \\\ ' rp Ex % � \ X Xx .x % _ x-' —x t �`�\% % X p a X + 1 \\\ \ CONMSSION % X \ x % x % % r x �� % ✓ \\ Xx rXx % X SCHAFER �x tX X x X % x r� X r i— — _ x x I \Y % i % l Y. Y. X %X 4 % -��,X x / % %— �\ x ;x_x t% _ -� b / O %%= — - — - �� /q`�� STATE PARK % % x{ X x x % x / 'I �� ` % '- Imo— � �� _ x , X _ — �7 xX Y. % �� % x x Xx % x % x % l yf — • ` Q X� %�� _-`-x �-A' z� — xx % % %� \(x y -��= MO.:— — - — __— � % X 1 RELOCATE x% `�"./ Y. % x 'k � — REMOVE GATE�•. _= � - x X �- _._ % x x x X % . X % r J- Y. % CAMPGROUND x y. D EMO, CLEAR, &THE PROTECTION PLAN B _ � � - ` % \ SHEET G6 —PROPERTY LINE EDGE OF ROAD \ — — — — — — — — SHEET 7 OF 71 SCALE —J W SATSOP CLOQUALLUM RD � rPA7RFILE# • , /' CAD NO. PARKCODE-PROJECTCODE-YEAR-FILENAME *tze.e /i 1 / !FLfTl1RE WELCOME CENTER - _/f. -» / WETLAND F \ +HP 127.28 \ / zpt/ / CONSTRUCTION FINISHED GRADE _-_~ -� - BRIDGE 1 _ HP 124 — /,� � / � UNDER FUTURE WELCOME �i - - _ `' CENTER SHALL BE 126.7 I o �- +LP 123 s � ' a I � •..�` `�_,,,, / / ' �'� • FILL WITH MINERAL SOIL(SEE SPEC) SAVE AND ' PROTECT VEGETATION,TYPE EXISTING I RESTROOM ® PARKING LOT AREA rpbl o /' f (y / FLOOD EXCAVATION '` ZONE(lYP) — Q _ 7,1 —STAFF HOUSING i h , i 1 °z ,1 /� f WETLAND G ^ t^'�1 ` BY DATE MAINTENANCE SHED` 1 ! M .n(rljQ JI DESIGNED )g 3 17 21 / i ! ! / t ess I DRAWN SS 3 17 21 _ ______ ssaQ 1 / / `/ - / / CHECKED(FIELD)—- —• r i% a l �' /ttt'�/! / '' / / /�3. .; FFE 128� '1 xxx 3 v 21 B ACESS DRIVE /r / / ; // ! ' - --__ ' l� 1 ,+I28.2 , CHECKED(HDQTS.) XXX 3/17/21 l � `' rk:. � I PROPERTY LINE ` AREA. Y,: / l / Lf y / / /if PROPERTY LINE;; / ✓ / /� �� I / / / — ��/1 Ile// ,_ ``"`w;:;. 6ABRENMN `MAINTENANCE / / $ 1 � i �'>:h,, +LPI GQENa,453 \ REGISTERED STAMP \\ WASHINGTON j rrt^,J � SAVE AND PROTECT ! / F j p �- 127 *t ENSURE POSTIVE P+ I FUTURE DRAINFIELD AREAS a.3a,!!! / O /- �- Q DRAINAGE AWAY FROM y, ( STATE D. Q / G ALL CABINS AT 2% 1 i 1 �/ t FFE 128.� � . � PARKS � 'IL AND 0 ID \.v /! FEMA 100 YEAR FLOOD / �`. ``\ - - -`-0 SEE NOTE#5 '+ 1 LIMII OrLINE �r -- - ! r- / I ) ze FOR GRADINGLTYP. ✓� RECREATION PROPERTY LINE , CONSTRUCTION,TYP. p!! \ \ !\ / '-r- _/lr��` �� e . �- 8 `� y�o �' CONMSSION 1 '� /' � J!it _'��-\, � O o'I� '` JI o� 'G r• - `` --�- �d / 2>� � : o_��\ _ o Q) —,J�z, SCHAFER STATE PARK RELOCATE .., ____�- off,' �1 }'\ \//�i/ / - j `� / /c� o p o /� I ' CAMPGROUND EXISTING / / n / Q RESERVOIR c H , / / \ J __..1 ��--•• _-- t +12&2 O` p cl WELL I / o o GRADING PLAN A LEGEND -r — EXISTING WELLHOUSE— ILL\ �\` t�Sl O QI p Q Q p / �� ' SHEET L1 NOTES: _�Z ) `✓ Fir A-- — - EXISTING CONTOURS 1. ENSURE POSITIVE DRAINAGE. SAVE AND PROTECT ) it PROPOSED CONTOURS FUTURE DRAINFIELDAREAS / / 9/Q Q`O Q r - / ' SHEET 8 OF 71 2. SLOPES ON ASPHALT SHALL BE MIN 1.5%TO MAX 5%. � � O —� SLOPE / IA�}CESS DRIVE — O ��/ / C) KIN t 3. LANDSCAPE SLOPES ARE MAX 4:1. 1z� I $ +2685- SCALE HP HIGH POINT i / \ — g -,�` OA s / / 1 so' LP LOW POINT 4. GRADES MAY BE ADJUSTED IN FIELD AS NEEDED WITH —_ -- -- --- n ,+1268 •/ 0 60' APPROVAL FROM OWNER. / L -- ' _ *HP t27.28 -' �' PARKS FILE# LEGEND CAD NO. PARKCODE-PROJECTCODE-YEAR-FILENAME EXISTING CONTOURS o �� PROPOSED CONTOURS - I \ WETLAND B \ SLOPE RIVER EDGE r / \ �•' C?/ 4.. `41`� s, � \\ `� L HP HIGH POINT LP LOW POINT O + 9. ::.. <\ NOTES: p \ ✓ \ `\ WETLAND A 1. ENSURE POSITIVE DRAINAGE. t3 z\ c / )' / \&Z bi 2. SLOPES ON ASPHALT SHALL BE MIN 1.5%TO MAX 5%. 129.41 +HPI / \ '' L �� 3. LANDSCAPE SLOPES ARE MAX 4:1. \ + / 4129.88 � f �t7 \�� \ _ 4. GRADES MAY BE ADJUSTED IN FIELD AS NEEDED / �\ \ ✓ � � 'k ' V +1 8.75tLP 12. ' � J`�:5..'i V � \�� \ +128.7 129.1 129 �/ WITH APPROVAL FROM OWNER. + —- '1� ✓>� / Y' \1 +I 2 ., © \� \ \ 5. TRAIL SLOPE SHALL BE MIN. 2%AND MAX 5%, Z +128.6 +127.5 2 d Z 1 / '•` ' i \\�\\\4 ACTION BY DATE ( D I EXCEPT ACROSS STEEP SLOPES, WHERE MAX 10/o DESIGNED JB 3 17 Zl RUNNING SLOPE IS ACCEPTABLE. CROSS SLOPE TO BE CHECKED FIELD WN ss 3 v u 2%,TYPICAL. CHECKED(HDQTS.) YJOC 3/17/21 +131.04 00 I >I C7 �Sly�i: �O�_ z / O•. 131.1+ t � � •: \ / \\\\� LIMIT OF v 727i //� •V ' �a� +l3. \ \ CONSTRUCTION,TYP. vA 131.1 QO 30 \ ry 8 , O \ WAS N Hx1Gf0 d30.22 \ IB1�f 7 129. T. REN 9 FEMA 100 YEAR � `\— \ � / TutTA l BExr FLOOD LINE o.nn 1� \ 1 REGISTERED STAMP.PROPOSED � �YI� \ � � i-'�� \\ r \�\\ e2 \ DRAINFI_ELD \/ y: n.i.:'y p \ \\\\ O,yl \ WASHINGTON LLJ STATE PARKS 0 AND RECREATION .,� .,_ / ;%/ 1 � — 1 ✓ / / � — � � - 129.5 � ©\ CONIlVIISSION 0. _ 127 +127.19 +127.78 d I U. \ v _`\ � \ - � SCHAFER 2 / STATE PARK +126. Ie-B ! ;w Iz`� \ ^ \ _021 W RELOCATE CAMPGROUND GRADE TRAIL AS PER NOTE #5.FOR LENGTH SEE NOTE #6 ON LAYOUT PLAN. - —j///j/ — / t �\ / Tay — GRADING PLAN B rr ---- " ° /� \ - / RADI � — + — —i-' —�" ao I3e \� � \ \ SHEETL2 SAVE AND PROTECT _ C fDRAINFIELD RES=RVE � — � � � ` y I - I ----—--, —� _ — / SHEET 9 OF 71 PROPERTY LINE — EDGE OF PAVEMENT SCALE L-----------------------______ _ ------_—_—_----- I W SATSOP CLOQUALLUM RD D 60' PARKS FILE# • - I CAD NO. PARKCODE-PROIECTCODE-YEAR-FILENAME NEW PARKING LOT / / / FUTURE WELCOME CENTER / -N657082.90/ EXISTING DAY USE DRIVE.WILL BE E901948.2551 ' ADDRESSED IN FUTURE PHASE WORK. SAVE&PROTECT EXISTING AC.VEHICULAR DRIVE H -� -- ••//��. / / / N656997.6988 PLACE MULCH N657048.r 6fi45 / // PN 657118.7367 1 -��_ VEGETATION,TYP. 16 I w E 901801.4152 =E 901920.6266 I / l / \ �" ``_ LIMIT OF CONSTRUCTION,TYP. 1 COBBLE D J/ �> N 657174.79g9- _ ��-�, E902131.3927 I - VENEERIWALL o' WETLAND F _ f _ \ lJ ., - 4 x:' 1 a \ E 902372.3020 -�` l4SEN fiW 5 6 0.1791 ,4 • / / 5 \ \ // - / h:`'T.rye/ \ I 'u� ;BYPASS LANE N65715].0973 �DGE E 902440.8731�..^'! i * ^�_E 902079.4605- EXISTING I\ -' C� \ >'" N 657106.7601 J / T 4.::... ` / \ t _ ]- N 657163.9569 A PARKING LOTAREA �. ' � / / /� S 4 -;902DDD.2D55 _ - \ RESTROOM Q / / F o - ' E 902213.5304 ' / � ° N657102.1B20?� � ��, y� ` I 1D E90221.84�/s N 657139 2237 \\ I CRUSHED ROCK TRAIL,TYP. / / / o o N657081,7079 �� \ I E9W255.2088 / / R •:.'^ 4 \ E 902005.1016 ACCESS / / / \ \ - l� /,v I 1\ T j �\ _ / CJ EXT.STAFF HOUSING / - 1 /�M Cy DROCK B y o - \ / / • PAVIN TYP. 16 / I I N657032.6814 „ \ N 023N.:,1978'- , �"x--,•• E901965.5435 / E 9023D9.0533_ ' `v ,i ., '\ \\ S J1 18 PEDESTRIAN GATE B w 1 V' U *, a ACCESS TO N 656616.8254 / 1 / / / ,,L.3/ \ `- \ `'i., rM* �. (' SEPTIC TANK E 902289.5959/ //-- / / \`', ` -- / FLAG POLE B SEk P2' SI kUEHI LE B / / / L / / �2Q n \ 20 \ i / �SJNG pR \ 1' p % "' I N 657114.5595 Acc TE z1 e / � / e � \ rVE rr I 1 / VEHICULAR GATE / _ _ E902268.4735 _ o / EN I�SIGNAGE B /\ \ [�,,,,J() GATE,FIELD LOCATE # ' / 1, / N657096.7708 ` I1 ACTION BY DATE Z 19 / \ / / N657006.fi461 `/ �./ ° I I \ J 1 E 901916.6772 E 9D2359.9639 °m / I/ ARV B / 1 DESIGNED ]B 3 17 21 / TRENCH PATCH 19 © 1 N 6570sfi,1209 W SATSOP CLOQUALLUM RD / / SEE CIVIL 38 STAFF ENTRANCE/ -,/J GA k 18 / / ) N657044.0935 E902347.9815 N657119,2178 1 DRAWN SS 3 17 21 1 J E 902263.1989 1 / E 902386.1308 1 / / WETLAND G / / EXT.MAINTENANCE SHED / \ I CHECKED FIEiD / N 0193.8162 / \ / ` N---------- 1- ) XXX 3 17 21 / E901H03.Bifi6 / / / ' /6.' ^/ •� CHECKED HD TS.) XXX 3/17/21 © ACESS DRIVE / // / _ / / I N 73.6380 "902335.6772 E902397.8665 4 10 / , / / A O�JBLE�EHICLE / I902277.197SE /N657101.2854 / / / J ENTRY DETAIL 22 C S�GAxE / I ` ® ti / E 3 ``\ E 902392 9707 / Q / REAPLAN 1 / / /� / I STOCKPILE AREA.SEE \D o; N6570597605 L? I d�b GRADING SHEETS N651027.6273 1 9023570453 E 902302.4130 �-y1 LAYOUT NOTES: / / / / \ / / / / I /I / \ N 657005.8677 / / I N 65707].0 08 Zit �5 / / E 902399.8207,� i SEE LAYOUT PLAN B ON / / I / l / CEDAR RAIL A N 657043.7714 d O N 656988.52DT E 902356.4679 SHEET L4 / // / �� 7 ` FENCE,TYP. 18 E902275.4929 i N656997.3814 C7 E 6.74 27585� WSHINGIO E 902328,3293 C , E 902414.6613 .PROPERTY LINE #1:CBINFADD ALTEXISTING&PROPOSED VEGETATION / ✓ / �` / / L TYP.SEE ARCH. � � yi's..l ��V I ESA�EnEHxnN MAINTENANCE / - _ EXT.DUMP / / / / /�� / I �• SHOP, / t,y„a STATION / // / , / \ I �� // / 0/ N656939.1306 \ REGISTERED STAMP ' E 902294.3697 N 657007.8960 •1 gyp. E902905.8138' I WASIHNGTON ij SAVE AND PROTECT �J / � F / EXT.MAINTENANCE) � � � O � I E 902306.3237 FUTURE DRAINFIELD AREAS / SHED ' /' o O R13' \ // I STATE / o o \ /" J , O N 656871,3038 i / O O E 902199.9010 I / , ''i. I 015.9061 PARKS / / / `-� \�\\J� N656948.5233 E902444.5875 / N 656896.9571 I, W > E 902381.9453 SINGLE VEHICLE B / �� JI � �/ ACCESSCGI 21 // / L\ k 6 l ��O E901293.8542 A - -_`- AND `` \""1\ /`ff: „/ N 656912.1826 /�` AND / N656873.0879 J 4. E90Z348.5813 P 'NON-ADA RV CAMPSITE. 1 nT AS LT A / \ � / / E9�276.7357 O / G a BASE BID:CRUSHED ROCK. " 1 RECREATION PA ING 16 / / /' /Q / -.-. Cg \^ ADD ALT#2:ASPHALT r�1 N 656704.8526 / < / _J / ° \ N 656913.4599� / `I I\ �N656682.0805.. :•n`�I.I 8 E902417.1646 J`.I COMIVIISSION FUTURE / N 656595.5810 J \ \N 656694.24 6, E 902057.6998 O E 102299,7435 7 g E g 901808.7011 N 656662.4134 E 901961.9386' ,' v E901912.1409 / O PHASE WORK t7 DUMPSTER PAD& A O \ SINGLE VEHICLE B �° F E 20 /C N fis6so9.2a7s E 902233.2116 1% •,,, / -� I RIN( TYP. / ACCESS CIAT� � / \, � ( YARD DUMPSTERS NIC i �(/� � /O � � CK-IN A [_Y/ / ITEM W. 17, N656H91.7303 0 /LLII SCRAPER p _ �� / V� Nfi56820.4303 E902382.6047 ' N 656894.7499 STATE PARK E902398.3172 cf)�1 N 656 3 0176xl/ /902263.6077 STOP E ;� .i' f o / / _ I i� ?:};,k1 .- o IQ• / N 656828.6368 '6 // / TYP. 1 / // \ FUTURE CABIN V I (J E 902333.2777 65fi861.1951 239 o E906.9612 G N 656804.9225 N 656822.0666 O / / RELOCATE E 902276.6618 / -E 902395.7612 / NE WAY DRIVE --- \` t\ N656601.9959 -/ �/ / '\ -- / /Q Q TENT PAD. C �j I ' i CAMPGROUND A N 656726.3180 E 901844.3389 / / I , E 902230.7665 N 656730.165fi• J 'TYP• 18 / -u \ GATE / /' / _ /7 /N 65fi799.7484 E 902262.8716 r`,' O O - E 902396.9202 Q H PICALROADWAY/ N656836.1074 / O FIRE RING&CRUSHED E E902505.7198 ` -�----` ' I n";� ROCKEAO°-TYP. 18/ / •yQ // PROPOSED RESERVOIR (� I/ -I 6 _ 11l N fi56778.9885 _ O / r N 6568267241 SEE CIVIL v I I N656760.4052 E902525.7241 WELL - y' I L I ~ \\ - r E902369,1535 J II � \ / I I 'E902311.7911 � � LAYOUT PLAN A r / O`, ' N 656772 72311 / 1 (, / 1,1- - 1 I UTILITY PEDESTAL N�6n7.ssa7 - t J / III TYP.SEE CIVIL ® ^' �/ E9023544313 I � n SHEET L3 \ U/ �,yQ� O N656767.1413 //``��j _I \ - E 902272.7237 1 � \7 �✓/ 'EXISTING WELL HOUSE=- N 6s669s.371z O I E 902429.8016 N 656800.8289 i//�rO ,1*I.' E902269,70'S,` _ N6567003376 O o 4• Z.1; ® / E902162.3695 4 ll IED ROCK B I I \ / lY E902341.2611 TRAIL,TYP. 16 0 O� SAVE AND PROTECT - / -N 656760.1778 E90245911472 1 / ----- 1'1j ,�--- F� I L_ .. / l A SHEET 10 OF 71 / ---- P R / (E902376.7391_ 5 Q °I V (((///--- f•-1 / / I FUTUREDRAINFIELDAREAS � EMERGENCY ACCESS TO / / 9 0 o V ` N656771.7946 / 1 AR�(1AIGk0 EA J CS 9025�37'4706- W SATSOP CLOQUALLUM RD / \ O �J START FIELD I I / ACC14 DRIVE A _ i / v ' N 6567M 3223 b, I I N6566.1.59g1 / / o SCALE LAYOUT OF TRAIL. I I 1=26 I I 10 _ I O E9oz47s.1129 j I 3D' E 902304.6771 (SEE NOTE#6) \x,4'A\ \ I \ I !� / E90240.912: N656716.6037 / E 902462A885 PARKS FILE# CAD NO. PARKCODE-PROJKTCODE-YEAR-FILENAME I \ FUTURE DAY USE DRIVE \ / \ LAYOUT NOTES: N 657239.7661 FUTURE CABIN E902669.7647 \ v N657294.4618 \ 2020.SITE SURVEY WAS PERFORMED BY BERGLUND,SCHMIDT,&ASSOCIATES IN JANUARY, o SITE,TYP. E902582.61fi3 N657243.7650 I \ N fi5721.2261 � 2D2D. /� N 657207.1118 E 902528 2261 / E 902685.2569 E 902509.3303 `:_.I:,. I N 65727 j y T BACK- PSI E9021,0.4366 WETLAND B THE ENGINEER MAKES NO REPRESENTATION THAT THE SURVEY INFORMATION IS COMPLETE a + /\ - 17 RIVER EDGE OR THAT IT ADDRESSES EVERY SITE CONDITION WHICH MAY BE SIGNIFICANTTO THE WORK. i N6572084fi76 ,FZ I E 9024918816 1 +� E90264.4444 2.ALL TRAILS ARE 4'WIDE,UNLESS OTHERWISE NOTED. N 02438.9498 \ \649.4444 E 902438.9498 S 3.MAIN ROAD INTERSECTIONS SHALL BE A MINIMUM 3T INTERNAL RADIUS UNLESS N6572284847 /'- UTILITY PEDESTAL, OTHERWISE STATED. QQ N 657174 2013 E 902581.4474 Z�' \ I E 9024593113 (f( l TYP.SEE CIVIL N 657171.8365 - p l 3 N 657250.3006 Q n I E902550.2765 ffi, ! N 657238.3874 „», `� � '� � 4.CAMPSITES RANGE FROM 65'-100'O.C.WITH TYPICAL RADII OF THE CORNERS DESIGNED 1� E 902594.0147 E 9D2699.0390 62 FOR VEHICLE MANEUVERING AT 30'UNLESS OTHERWISE STATED OR SHOWN. I � N fi57193.2715 � W \ �` E 902501.3026 \ I2 ,N657160.0454 r, ti o \ P. ADWA ON G VVETLANDA i \�E902451.8541 V \ ( N 657185.6849 -/ 16\ 5.ALL INTERSECTIONS OF IMPERVIOUS SURFACING SHALL HAVE A MINIMUM RADIUS OF 2' 902582.0551 E y N 657235.5790 /1,�, Z y N 657134 9430 ® 2 N657193.9668 ✓ E9D2723.8606 / \\ 't \ UNLESS OTHERWISE STATED OR SHOWN. �o E 902458 I805 \. N 657141.4072 K E 902615.5408 0 / N 657226.1158 \ \ GJ l \ \ `• E 902503.7782 y- _ ti / - N 657220.7892 �E 902750.1391 \\ ^`` '�'" /•„� - _-I - _ 6. N 6572 0.789 \ 6.CRUSHED ROCK TRAIL FROM WELL PROTECTION AREA TO COMFORT STATION SHALL BE Y + + N 657242.0119 \\ y v E902757.7399 FIELD LOCATED BY OWNER 7 PROVIDE 10 339 SF OF CLEARING&GRUBBING AND 38.5 LF OF N E 90 657091.7699--'7.4491 (:� CRUSHED ROCK TRAIL.SEE"START'AND"END"CALLOUTS ON SHEETS 10&il.244 +� 0l N 657222.B10s E 902778.8813 \ \ \ / N 657188.5351 Q \\\�< �gy 7.CAMP SITE STATISTICS:23 STANDARD CAMPSITES,1 HOST-SITE,2 CABIN SITES,4 - E902692.9281 N 65721.02494 \\ \\ PRIMITIVE SITES FOR A TOTAL OF 30 CAMPING SITES.3 STANDARD CAMPSITES AND THE 2 - L E E 902590.3087 N657173.8511 - 02 89.07 \\ \ \ CABIN SITES ARE ALSO IDENTIFIED AS UNIVERSAL/ADA ACCESSIBLE SITES. O E 902\.4755 \\\\\ ACTION BY DATE N 657226.7572 I \\\\\ ` DESIGNED JB 3 17 21 E9028II.7 \433 \\\ \ 1+ 1\ DRAWN SS 3 17 21 N 657200.2261 HOST SITE c}� ` \ \ /S \� CHECKED FR ti91/ /` / N657116.703791 J \ / E9027fi0.;X - '\ �E902844:"111 \ CHKKED(�ELD) X�( 3 17 21 15' `2b E 902578.8830 / N 657195.4065 N 657200.8794 FIRE RING& E /`� E902872.4646 \ I,(� (HDQ�•) XX]� 3/17/21 PAD,TYP. t3' 657108.5897 E9D2649.1746 / `s / \ \ N 02884.5002 A N 6�70.1985 I 2' " 13E / \ f 5 \ E 902884.5030 \\ 5.6704/ N .5147 p 902919.6148 F• 131 'O E 902807.02807.6695 N 657177.9336 O N 657122.7610 D N65703 1269 //l -�L 3-s E9027523697� {\p E=02928.833�� /(7ULL-THROUGH >> t 8 \ NON-ADA RV CAMPSITE. , CAMPSITE,TYP \ ao \ Q O _ I BASE BID:CRUSHED ROCK.I \ w�wn�o N 657007.6324 I N 657149.5331 �3'F E9029685253\ - \ E902881.4917 �F ADD ALT#2:ASPHALT ` Drvos / - ((\ 1 ' N 657101.7861 y' N 657108 8822 �I((..// "" / E9D689.0885 1 -`�' E9027942343 ` \ � \ / ^ / 5 N"7,. .1830 I 'III \ � \ \ ESA 8RENNAN N 656999.8847 -rn'>i''' /CRUSHED (s.K Bi+sZ E9D2762.2588 �111 ly' N 657082.4228 \\ �b' BCATE N0.953 N657098.7370 f, 1 E 902492 685 F / '` IL, 16 Yi.,, i lI i�„ii E 902794.6579 77 E 902944.1381 \\ Y J l .E 902737.9230 ✓// , rn'C �- \� J N 657o97.n45\ REGISTERED STAMP /' i N657065.78s2 \ E902814.7682 \ N 65fi94s 2247 `�1 \\ ,J E 902508.4434 / 1 1 /- N 657118.1184 p \ \\\ E902863.3625/ C WASHINGTON / . 1 C � O 1 1 TENT PADDY N 656992.0848 © N 657065.2674 1 `\ 18 \LIMIT OF CONSTRUCTION,TYP. \ E 902820.4021 1 E 902657.2775 , •`�,� 1 N 657124.4491 = l N 656874.7339 S Q 1 \ 1 E 902918.8501 \ \ STATE - E 902543.9078 r O Q I 1�_ 1 1 1 N 657163.6760 \\ s Q 4 L - - N 657113.2873 1 E`29fi3.8602 \\ \ / Q��l\JF%, P / 7 C E 902890.9401 N 5571017467 �� / \ t E 902926.7117 Q N 02553..3184 (\�\ _ E�ozss37oz6// SE��- � � P VWG ;., \ I � / � /73 � \\ > L PARKS -91fN656957.5159 ��$5, / / V / N PAD D N657083.4215 \ ASPHA DESTRIAN PATH A \ AND E 902661.1565 / / 16 'h A V Ll �\ '/ N fi57065.6865 � � E9D29182144 E902968.8213 �� N 02570..5355 \ ;. E 902579.7752 �� / I \ �- � / N656893.6946 `\�x' ©``/ \ �� 657093.9566 ,r^•� \ / / 1 \\ \ RECREATION /E 90Z578.6999- �� Ty,£3 E 902982.4307 N 657130.9fi98 IXISTING TRAIL\ \ �^ CO ETE 7S 1 s .✓ _ r E 903070.0386 T {7 P ING 16 J - / 1 ' 1 ' N657067.8424 \ a 1 / i CONNECTION \ \ \ CO1V11V11SSION , / / N 02900..9231 ,a E 902972.4671 ` 2/ y \ _ I 1•} E902900.4566 'w\ syw \NEW COMFORT - I/ <st TT STATION SEE ARCH. 12� I J N 656842.1570 1--- `'1 \ b" © t/•�, \ /�� E 903090 8805 \ \E902539.2293 CJ] ]Z'j -` � `' p `✓ p7 \ ,.tsg•.. ,,,, SK- N 657055.7135 - N 656826.8217✓kr_" " 21 s I N 02891.8698 //••�� E 902986.3477 O / -( 1 � ��- ��N 657134.9158� S C HA F E R E 902541.6D31'" ~, ..,r ✓ N 656940.6953 N 656996.7487 E 902891.8698 \ i b•L E 65640.. `-1• -E 902970.7818 / ` 7r� -1 N656865.420D uNp ` E903234.1J57�2�'./., STATE PARK E902fi23.4662 1 -N656978.2373 1 -N657049.6601 N657064.5397 N 657085.6524, N 657122.02 7 L44 E 9D2893.6078 •c- �( E 903087 3494 E 903113.7580 E 903182.5680' t, �t /N 656904.5513 ,M1\_v j4 r `\ �' \ E903 7.51: 1 ilk- �I IE7 656902 5859 \ N 656971.4525�_ ��'- �+•v /J RELOCATE N 656825.4075 / / - J E 9D2801.0140 -// -E 902875.9269 I�E 902573.8144 i N 656888.0279 I - / -- ' - '� \ N 65704'S D5 902704.9202 76i 4 {, // / / N 6571012125 / �- - ='�\\ � E903154.8505�1 �/ CAMPGROUND N 657043.6042 E 9D3213.2 f25 \ IRON NGE _ IN�� N65694------ / / \ E 9=3182.6491 / yy F E BOX 2D J - ,�rP�O, P. -E 902866.9536 N / \ / \ 1 I j^' f✓3, J /i ft- / / /1 q` 656882.9062 / / / \ / _- ('yl f`f .� I E9027i3.0090 i 't 85,'.:.. ,; nF,S: f .', y \ k \ - PAVEMENT / /= E-CSTOP \ TYP. 16 �/� -�--�-�- ;,t h�-�---_� � \\ \/� t3g- \ - ,,: c7 •,. i,_ -v LAYOUT PLAN B N 656859.7691 / ��' / / /�A E902756.6349 j `. - ,----------r --, SHEET L4 / PROPOSED&EXISTING + o 138 / / \ \ _ +;u,, VEGETATION,TYP. - I SAVE&PROTECT EXISTING HOSE PROPOSED COMMUNAL MUNAL \ - ,�'�\ END FIELD .Y=;; I I VEGETATION,TYP. I I WALK/BIKE IN LAYOUT OF TRAIL. / _ x ,.;A,,w / ----_-= - CIVIL I / PRIMITIVE SITES(P1-P4) SHEET 11 OF 71 -%�(SEE NOTE#6) / _ - - - - - - - _ _ t ,_ / ' - J r POTENTIAL DRAINFIELD \ CRUSHED ROCK TRAIL,TYP. / � J � RESERVE,SEE CIVIL I EXISTING PATH TO RIVER ACCESS SCALE I ROAD EDGE W SATSOP CLOQUALLUM RD �I - - D 60' PROPERTY LINE PARKS FILE# CAD 110, PARKCODE-PROJECTCODE-YEAR-FILEN Do J -123 �rz-s^ rFh f I/ r4✓` 0 + \ /iiiUiUiUiiiUiU�r!({�x✓r/T/iiU 3'.. �` !j f / Q S6'241— �xy�x %, ACTION BY DATE / / :r a ' !/ //!/, ! ', �/ ``li \ / I /� Os• ems- 19 V+ I DESIGNED LM 01 O1 NOTE: NATIVE VEGETATION WILL / , ✓/ //Q8.// i ' -� DRAWN SVH 03 03 BE PRESERVED TO THE GREATEST f f / h / CHECKED(FIELD) EXTEND POSSIBLE J/ t , J f /r s / ir� I CHECKED(HDQTS.) ,J l Ali / / ,'/ l r x> / s�'� ✓' W , I PROVIDE POLLINATOR WILDFLOWER MIX ` \ + /i, '/i, / TO COVER APPROX. 1/2 ACRE OFIC= STOCKPILE TOPSOIL `� �► \ U "//i /`+"' Lu cke �� \ //Uii /,,��::<� 'fr/ su //�J�'• W / /( / -� \ // /t —_ ` 'y ,// / ••1 f= REGISTERED STAMP Q WASHINGTON STATE PARKS /r/%riy�'''/i,,� AND 11 ,,Zr_ \ \ �,l;.� .,w. .c8 , all;\ \ ij '`�� x xJ �x <o .s 78 RECREATION\/f/ �l CONEVIISSION z X �� , ; / SCHAFER STATE PARK �x , a \ ,rrrrrxr,,,r�—x ///�rFa ram' �—x�/ k 1 X j �� / �c ._•- /r „i, ff N !' I n / /,. `"h ( / \ / /""//,,,�, RELOCATE , �� , •� / N / �s / I CAMPGROUND PLANT SCHEDULE % NATIVE VEGETATION OSNOWBERRY(SYMPHORICARPOS ALBUS) 1 GAL. POTS 0 WESTERN HEMLOCK (TSUGA HETEROPHYLLA) MIX 50/50 SHORE PINE(PINUS CONTORTA) PLUGS f _ '� PLANTING PLAN A 1-01 / 1 / � / OCEAN SPRAY(HOLODISCUS DISCOLOR) 6" POTS r� '_ ' T 'y? el: SCALE ® POLLINATOR WLDFLOWER MIX 1 ACRE 300 LBS i( ` r � + \ r \ / /' 30' WOOD CHIPS: PACE IN® SPREAD AND RELESTABLISHMENTEOF NAETIVETVEGETATIONE SOILS AND ALLOW SHEET 12 OF 69 ° 60' PARKS FILE# z CAD NO. PARKCODE-PROJECTCODEYEAR-FILEN \;? FUTURE DAY USE DRIVE 'n° \\ \ PLANT SCHEDULE I \ v \ O SNOWBERRY(SYMPHORICARPOS ALBUS) 1 GAL POTS I � �FUTURE CABIN RIVER EDGE SITE T1P /�/ ` � WETLAND B WESTERN HEMLOCK (TSUGA HETEROPHYLLA) MIX 50/50 ^ \ \ SHORE PINE(PINUS CONTORTA) PLUGS 126 12 WATER &ELECTRICAL PEDESTAL, TYP. ® VINE MAPLE(ACER CIRCINATUM) 1 GAL POTS WESTERN RED CEDAR (THUJA PUCATA) MIX 50/50 ® GRAND FIR ABIES GRANDIS PLUGS I I / s4 WETLAND A ( ) +� x '//� / ® ' / /' \+ �� /\_ \ \ \ ® OCEAN SPRAY(HOLODISCUS DISCOLOR) 6°POTS 4 FIRE RING PACIFIC CRABAPPLE (MALUS FUSCA) 1 GAL POTS TYP• \\\ y� �'< ® POLLINATOR MIX NATIVE WILDFLOWERS 1 ACRE 300 LBS '• 06 ° \.�\\\ \�L \ �I' WESTERN SWORDFERN (POLYSTICHUM MUNITUM) 6 POTS WOOD CHIPS: PLACE IN DISTURBED AREAS TO STABILIZE SOILS AND ALLOW / e \ Vie• J - i SPREAD AND RE-ESTABLISHMENT OF NATIVE VEGETATION. j ��'' pa• ' ; r, EXISTING NATIVE VEGETATION WILL BE PRESERVED TO MAXIMUM EXTENT t'� r s.,. TENT PAD •14 POSSIBLE ACTION BY DATE DESIGNED LM Ol Ol DRAWN SVH 03 03 CHECKED(FIELD) • �r� CHKKED(HDQTSJ I ♦ {?/i,, ( / / y CAMPSITES w w I .� / o r• �" ��• f , pT� � �� \�\sue \\�`� Lli w //� r _PROPOSED DRAINFIELD /�' rW,% W � /• / Z �,M1 J•� ../., \ I \ ` / '// / O.✓ / `\ \\\\\�� REGISTERED STAMP \ -,31 ��. \\ \ WASHINGTON 129' / •\ \O,a Os• s. l�}/,,>i �a za / / \ASPHALT TRAIL \ \ /08. STATE 06-// / 3 \ � `\ \�\ \\ PARKS AND 0 (l , / I —'29-EXISTING RAIL \ `� RECREATION '�9e. ` °sO' , \\ ` T4 Q Ya" CONNECTION \ NEW COMFORT / >S I \// •? r ), \ 7d /ii 'O--_/ r r STATION `�� a• Y'. \ pa i — ` ' / /iii \ COlvllvllSSION NEW PLAINTING /_ oo� (� SCHAFER ilz .:.,.: ` \ DnTvI. (\ s•/,,/), - — -� /,; / Q, / ; _x l — -F STATE PARK I 7261 ,a. .; \ J ,�. lll -� '1 � .4• I RELOCATE 'z• �- ;,�' — .� --_=—,3—_ l X� •• CAMPGROUND / 76 ADA SITES i / — —— / S�� X�� EXISTING --,.,..! '- �� O, \ / i" ras PHASE 1 VEGETATION, TYP. ) •.•- •/ ' YARD DUMPSTERS \ _ i so• // �,� - \� \ — / J .737 J J J r / PRIMITIVE SITES PLANTING PLAN B -- --- -- d i / / SCALE ..--73J ...- 134�— 135� ,36- _..--- -- — — --� \ -141 SHEET 13 OF 69 D 60' PARKS FILE# CAD NO. PARKCODE-PROJECTCODE-YEAR-HUEN 06- 70- yjv JF- ty ><1 - -- -c I I ACTION BY DATE 7� 0 1 DESIGNED 6. (Da. <1 DRAWN CHECKED(FIELD) \0 CHECKED(HDQTS.) S LLI o LLI PROVIDE POLLINATOR WILDFLOWER MIX LLI TO COVER APPROX. 1/2 ACRE OF Lli STOCKPILE TOPSOIL Lu z -i REGISTERED STAMP C-77-1 :p WASEINGTON STATE06- PARKS AND 4 RECREATION CONMSSION SCHAFER STATE PARK PLANT SCHEDULE RELOCATE G-1 SNOWBERRY(SYMPHORICARPOS ALBUS) 1 GAL POTS CAMPGROUND F WESTERN HEMLOCK (TSUGA HETEROPHYLLA) MIX 50/50 SHORE PINE (PINUS CONTORTA) PLUGS RED OSIER DOGWOOD (CORNUS SERICEA) 1 GAL POTS PHASE 1 VINE MAPLE(ACER CIRCINATUM) 1 GAL POTS SALMONBERRY(RUBUS SPECABILIS) 1 GAL. POTS mo ............ FO-1 PACIFIC CRABAPPLE (MALUS FUSCA) 1 GAL POTS MITIGATION PLAN mOCEAN SPRAY(HOLODISCUS DISCOLOR) 6"POTS SCALE WESTERN SWORDFERN (POLYSTICHUM MUNITUM) 6 POTS 30' vr 6esw%w!!!!T!9 BEAKED HAZELNUT(CORYLUS COMUTA) 6"POTS 69 I 0 60' PARKS FILE# ' RIVER JURISDICTION PLANT SCHEDULE CAD NO. PARKCODE-PROJECTCODE-YEAR-FILEN I • ♦' ` RIVER BUFFER fit\ ® RANERN RED CEDAR (THUJA D FIR (ABIES RA D S) PLICATA) PMIX LUGS/50 • ''♦ `` W WESTERN HEMLOCK(TSUGA HETEROPHYLLA) MIX 50/50 P/ SHORE PINE(PINUS CONTORTA) PLUGS P/ ® VINE MAPLE(ACER CIRCINATUM) 1 GAL POTS t?` • , C W C1 PACIFIC CRABAPPLE(MALUS FUSCA) 1 GAL POTS ® K K . COTTONWOOD (POPULUS TRICHOCARPA) CUTTINGS WILLOW(SAUX SP.) LIVE STAKES I ,`` D O ; O y` Os # .' ♦• {rr, ©'?fir �/` \ O RED OSIER DOGWOOD (CORNUS SERICEA) 1 GAL. POTS WESTERN SWORDFERN (POLYSTICHUM MUNITUM) 6 POTS 4 as• ♦ ° r WOOD CHIPS: PLACE MULCH IN DISTURBED AREAS TO STABILIZE SOILS AND ♦ ° ® ALLOW SPREAD AND RE-ESTABLISHMENT OF NATIVE VEGETATION. o ♦ W EXISTING NATIVE VEGETATION WILL BE PRESERVED TO THE MAXIMUM EXTEND J I� s O ♦ ,• (D " W POSSIBLE. 7"" �� \\��\ . b • ' Os• O O ♦ �" y�, w ® POLLINATOR MIX NATIVE WILDFLOWERS 1 ACRE 300 LBS SEED ACTION BY DATE O ♦ s• Q W SNOWBERRY(SYMPHORICARPOS ALBUS) 1 GAL POTS DESIGNED DESIGN SLm 03 03 • •° CHECKED(FIELD) W �•''8• �• \�O �s• Os, ♦ • 00 • W CHECKED(HDQTS.) UU 21 Os. Os• \ ` a W > • �/� \� W W I ' O �' e d,> � ® W W 06. ID 2 t W W ' W ♦ 'r • rW W W ED REGM ER STAMP Ira W / W WASHINGTON ?- ® ° �� v�y STATE �'� r4. a O ♦ ♦ OR. PARKS 06- Os Q� ® ® AND I • V8'9� ` °•HQr I _ t ® O' o ° ♦' ♦ea,�o (� O a` W RECREATION r°. I � is Oil °• •r? �2 � � ;- s• 1qi r2,� ° uv I� 8 08• fl (�''�,) ® CONMSSION or 0s � SCHAFER - . ":' 08 /4. �CDp pRI o,�• O rs tiF STATE PARK PGRCUND rg .o D a 9 � •• WETLAND BUFFER ' °eS RELOCATE I O D ♦ o (•7r° a rs• a '�' O �' s• ,. � ♦ O CAMPGROUND I O o,, oe p ♦ `� PHASE 1 6 ♦ El^ c '♦ MITIGATION PLAN a `, SCALE 30' SHEET 15 OF 69 0 60' PARKS FILE# CLASS 1/2"PG HMA PER SPEC CAD NO. PARKCODE-PROJECTCODEYEAR-FI D TOOLED EDGE 114"R(TYP.)NO TAMP EDGE IN STRAIGHT LINE @ 45° 6'-7'WIDE X 8'HIGH EXISTING TREE TYPICAL. TOOL MARKS. ANGLE AS SHOWN EXCEPT WHERE A.C. > BROOM FINISH PAVEMENT ABUTS BUILDINGS, D d CLEARED ZONE PRUNE BRANCHES OF TREES AND EXISTING PAVEMENT,STRUCTURES, SHRUBS CAREFULLY TO CREATE OR AS OTHERWISE NOTED ON PLANS `�i EXISTING SHRUB F CLEARED ZONE. CUT BRANCHES 4"CONC.SLAB SLOPE PER PLANS (TYPICAL) BACK TO MAIN STEM.(TYPICAL) 45° C J 4... ..°. .. 4"CRUSHED ROCK PATH —III— -I I —III—III 4"DEPTH MIN.CRUSHED ROCK CRUSHED SURFACING CLEAR/GRUB AND STRIP ALL I I I-I I I-I BASE.COMPACT TO MIN.95%M.D.D. PER SPEC ORGANIC MATERIAL UNDER TRAIL I—I I I—I I I- - III COMPACT SUBGRADE TO MIN.95 III-III—III III —III III III-N 2% 2% MULCH ALL DISTURBED AREAS —III—III-I II—III - COMPACTED / —III—III—IIIIII _ — ALONG TRAILS. STRIP TOPSOIL AS M.D.D. I I—III—III—III—III-I I- BACKFILL PER SPEC REQUIRED. 4"DEPTH COMPACT SUBGRADE TO 95%,PROVIDE COMPACT SUBGRADE STRUCTURAL FILL AS REQUIRED CLEARING 0 TO 95°/ NOTES: 0 VARIES, - NOTES: CLEARED AND CLEARED AND 1.NATIVE WOODY MATERIAL MAY BE CHIPPED 1. UNLESS OTHERWISE NOTED ON GRADING PLANS,CONCRETE FINISH PAVEMENT THICKNESS A B C SEE PLAN AND MULCHED ON SITE AS DIRECTED GRADE TO BE FLUSH WITH FINISH GRADE OF ALL ADJACENT PAVEMENT, FOR PEDESTRIAN PATHS 2" 4" 6" GRUBBED SHOULDER GRUBBED SHOULDER LAWN AND LANDSCAPE AREAS. 2.STAKE OR PAINT EDGES OF PATH FOR FOR PADS AND PARKING 2" 4" 6" CLEAR AND GRUB 4'WIDE TRAIL AREA, -CROWNED TRAIL @ 2% APPROVAL BY OWNER'S REPRESENTATIVE 2. LOCATE CONTROL JOINTS PER LAYOUT PLANS. IN ADDITION,PROVIDE e" REMOVE ALL ROOTS AND SURFACE —EXISTING UNDISTURBED PRIOR TO GRADING. EXPANSION JOINT AT THE INTERFACE WITH ALL VERTICAL SURFACES. FOR VEHICULAR DRIVES 3" 6" 3" ORGANIC MATERIALS SUBGRADE 3.NO TREES,SHRUBS OR LARGE ROOTS SHALL 3. LIGHT BROOM FINISH TYP.DIRECTION PERPENDICULAR TO PEDESTRIAN BE REMOVED TO CONSTRUCT PATH. TRAFFIC ON WALKS.VERIFY WITH OWNER'S REPRESENTATIVE IF 4.GRADE PER NOTES ON GRADING PLAN. DIRECTION IS NOT CLEAR. A ASPHALT PAVING DETAIL B CRUSHED ROCK PAVING 4. OWNER'S REPRESENTATIVE SHALL APPROVE LAYOUT OF ALL FORMS PRIOR TO POURING CONCRETE. USE FLEXIBLE FORMS FOR ALL CURVED ACTION BY DF PAVEMENT. DESIGNED JB 3 l: DRAWN SS 3 1: CHECKED(FIELD) XXX 3 l: CONCRETE PAVING DETAIL CHECKED(HDQTS.) XXX 3/1-. LOCATION PER LAYOUT PLAN 1"=1'-01. d NOTE: 3:1 SAND & CEMENT i CENTER WHEELS IN PARKING SPACE. GROUT TO 1" DEPTH GROUT TOP 12"TYP CONCRETE WHEEL STOP Wm� I HANDS 12"� ACCESS AISLE j STRIPES I 8-0" &6 A BRQNMN 12""TYP. 9" 9" NON-SHRINK GROUT AlE NO.953 REGISTERED STAMP 20'-0"STALL NOTE: 36" HOLES FOR EBAR 5/8"008" LONG REBAR DEPTH,TYP ALL PAVEMENT MARKINGS SHALL BE WASHINGTON PAINTED WHITE PER WSDOT STANDARD. STATE ATTACHMENT DETAIL 2' I 2-1/2" 4" PARKS i AND i F 3„4 --- ----------- ----------- --- I #3 BARS (2) C.w" RECREATION 2" CLEARANCE TYP. I �,o lk EQ EQ CONIlVIISSION ADA STALL ACCESS AISLE STALL SYMBOLS CENTER WHEELSTOP IN PARKING SPACE 8" MIN 10" MAX SCHAFER D PAVEMENT MARKING DETAIL E WHEEL STOP STATE PARK 1/8"-1/4"WIDE TOOLED JOINT,1" 14'(TYPICAL NEW ROAD WIDTH) DEPTH(OR 114 DEPTH OF SLAB) RELOCATE WI ROUND EDGES,1/4"RADIUS. 12" 12" FEATHER SIDE NO TOOL MARKS PROVIDE 3"OF CLASS SLOPES TO MATCH CAM PG ROU N D EXISTING GRADE. 1/2"HMA OVER MAX 4 TO 1 SLOPE ° CONCRETE PAVING, PREPARED BASE. EXISTING ° a a SEE LAYOUT PLANS FEATHER SIDE SLOPES SLOPE PER GRADING PLAN AS NEEDED TO MATCH GRADE ° a EXISTING GRADE.MAX D 0 VARIES WITH 2/o CROS 4TOISLOPE 4 . .... SSLOPE \\/\\/\\�/�// LOCATION. DETAIL SHEET a:r.;r.::::.: 1 / / �— / / H EET- S L9 ....................................................................................................................................................................................................... NATIVE GROUND.(TYP) �� 7 /� \� PLACE 3"OF BACKEILL >Ox\/x 6"OF CRUSHED BASE,SEE SPEC 50 THAT TOP OF SHEET 16 OF 71 STRIP 12"TOPSOIL&UNSUITABLE SOIL ROAD EDGE IS AT THE PRIOR TO PLACING SUBGRADE MATERIAL APPROXIMATE LEVEL OF EXISIING GRADE. SCALE F CONCRETE CONTROL JOINT G TYPICAL ROADWAY SECTION AS SHOWN PARKS FILE# �5� TOTES CAD NO. PARKCODE-PROJEUCODE-YEAR-FILENAME 1.FIELD LOCATE LOGS AND =1 I F- 11 F =1 I 1=1 I if BOULDERS ON SITE SIMILAR TO AS — . pg. 12X12 STANDARD TENT,TYP.NIC SHOWN ON DETAIL AREA PLANS. 2.PLACE 3 BOULDERS AND 4 LOGS AT =1 I 1=1 I FEW ALL CAMPSITES EXCEPT THE 4 MULCHED iAREA 111 1--Ei I 1=1 I I' RAIL,TY�. PRIMITIVE SITES FOR A TOTAL I-Or 74 SEE PLANTING:1�1 11 SI M1 11 11:==1 I I— III—III BOULDERS AND 96 LOGS. PLANS AND SPECS. 2.PROVIDE A 50/50 MIX OF 2 MAN&3 MAN BOULDERS RESPECTIVELY. Av =1 I FEI 3.PROVIDE A MIX OF NO I-ADA CAMPSITE PAD 25%125%/25%125%OF 8",12",16".AND I cr E BID:CRUSHED ROCK. ADD ALT#2:ASP 20"DIA LOGS IN VARYING 12'-20' _PHALT LENGTHS.USE OF SITE LOGS AND UTILITY PEDESTAL SEE CIVIL LnL_EcL_FELLn zms LS PEIRMITTEDj MULCHED AREAS. A AFIRE �:,tt FLAN I lNk,, RING&-A 1 rB _w/ P. 4 20 PLANS AND SPECS. I,�o ACCESSIBLE PATH I ADA CAMPSITE PAD PAVED WITH ASPHALT. INCLUDED IN BASE BID. Al"ri C5 ACTION BY DATE DESIGNED WHEEfSTOP.TYP. E 313 3/17121 EXISTING&PROPOSED-1 DRAWN SS 3/17/21 ITT 11 6 PLANTING AREAS CHECKED(FIELD) XXX 3/17/21 CHECKED(HDQTS.) XXX 3/17/21 UTILITY PEDESTAL,SEE CIVIL ADD ALT#4- OGBARRIERS 00 AND ULDERS,TYP. 2,5 1 Ill- -— —— 11 F-.. EXISTING PLANTING z III I TE NUMBER POST,TYP. 0\31 -AREAS TYPICAL CAMPSITE PLAN PI TYPICAL ACCESSIBLE CAMPSITE PLAN A V.=101-01. 1., 1 U-01. M (19")iTREN\C PATCH, 38 SEE CIV REGIS`rERED STAMP 1-1 N_=1 =1 I I -------- ---- D ------------ --- COBBLE WASIIINGTON 19 VENEER WALL EXISTING PLA N AR S CAMPGR DOUBLE VEHICLE STATE ACCESS GATE UTILITY PEDESTAL SEE CIVIL OuNDCp()'pDR/ PARKS VE elf AND LL RECREATION MULCHED AREAS. I. 38.2' COMMSSION SEE PLANTING cut) PLANS AND SPECS. -NON-ADA CAMPSITE PAD.. 11 BASE BID,CRUSHED ROCK'I -----— E S HAFER LOOPIDRIV SCHAFER ADDA'LT#Z:ASPHALT #4-IOGBA IERS(T��' ------ STATE PARK AND BOULDERS, m_IYI_I I I.—I 15 I ) IIITENINO SANDSTONE CAP E TAPPER JOINTS,TYP. RELOCATE r tw I EXISTING MAILBOX TO REMAIN CAMPGROUND —III-__l J11=1 I PICNIC I C TABLE, 6'X 16'CRUSHED ROCK PAD,TYP. IFE1 I DETAIL SHEET B .- ................ SHEET L10 CRUSHE ROCK TO REMOVE DUSTING SIGNAGE I IJ P. 16 IL, A.B.'�N ENTRY SIGNAGE TENT PAD,TYP. SHEET 17 OF 71 SCALE AS SHOWN TYPICAL PULL-THROUGH CAMPSITE PLAN D ENTRY DETAIL AREA PLAN 1.1=101-01. PARKS FILE# 21/2"DIA.HOLE EYE-SHAPED HARDWARE TO RECEIVE CAD NO. PARKCODE-PROJECTCODE-YEAR-FI 5}'DIA.CEDAR POST SPLIT RAIL FASTENER LOCKS,BOTH DOORS(BY OWNER) GRADE 1 16, WITH NAILS T'OF COMPACTED 1/4" 3"DIA.SPLIT CEDAR RAIL 2°x 2"W.W.M.,SEE SPECS. PLACE ON TO DUST CRUSHED MAX.8'O.C. OUTSIDE OF GATE(NOT FACING PLAY �—SLOPE 1.5% GRAVEL EVEN POST SPACING A CEDAR RAIL 10, AREA.) o ° o L-9 FENCE - * 4„M CROSS-PIECE;MITER CUT BOTH ENDS °00000000°Ooo°0000°o°O°o°o°°o°o°O°o°o° °o°o° ° I o COMPACTED SUBGRADE TENT PAD 1/4"=1.4. PROVIDE NATURAL STRUCTURES ° I I-III—III—I I .%. I I I= — I I—I I % ...' I I I—I I I—I I I—I I I I II—III—I II MODEL 903-121 III I I—I I—I I—I I—I —III I—I I-I I—III . I I _—III= 1—I I I=I I I—I I —I .• III—_III 4x4 WOOD SLATS —I I I —I I—I I—I I—I I—I I—I I I -III—I I I—I =III—III—I I I—I I I—I I I—I I I III—I I FOR SEAT&BACK 18" III—III—III—I I I—III—III I—I —III I I-4_III=�I I—III-1 I I-I I I—I I —I I I BUTT-JOINT,TYP.__ I=I I I-I I=III=III :: =I I=�I 2'X 6'4"DEEP III—III III III—III—I�I—I�I—I�I—III—III—III—I IN-GROUND MOUNTING I I I�I- I I-I�I—I I ••' : • III—III= CONCRETE PAD I=III=III I I =I I=I I=III=III=III=III=I =III 1p HARDWARE AND CONCRETE—I I—I ' —I III :• I—III—_I CONCRETE FOOTING 2-0 FOOTING OUTSIDE OF GATE I IA FINISH GRADE NOTE: —II_ - - ,5/8"MINUS CRUSHEDPROVIDE END POSTS AND COMPACTED SUBGRADE _ _ _ROCK FOOTING CORNER POSTS AS REQUIRED - CONCRETE FOOTING '-6"D ACTION BY DI ELEVATION SECTION DESIGNED JB 3 1. DRAWN SS 3 1. A EDAR RA L FENCE DETA L B CEDAR RAIL GATE DETAIL WOODEN BENCH DETAIL CHECKED(FIELD) XXX 3 1. =1'-0" 1/2"=1'-0" 1/2"=1'-0° CHECKED(HDQTS.) XXX 3/1: FILL FIRE RING OWNER FURNISHED STEEL 4"OF 1/4"TO DUST INTERIOR WITH 6" _y FIRE RINGS GATE T-9" CRUSHED ROCK DEPTH OF CLEAN NATIVE -21 STANDARD CAMPSITES 2 X6"CROSS BRACING - •_ `<� ' '.. '�=�"" SAND(12"DEPTH OF �M�;�-;.y:, STRAP HINGE CLEAN SAND FOR a;'t 1 5 UNIVERSAL ACCESS SITES (GALV.) ':)Tye: >r (INCLUDES CABIN SITES) s•' -UNIVERSAL ACCESS - - - "''x LATCH GOLD-ZINC COATED 4 PRIMITIVE SITES NAIL, SITES) - I TYP. SUBGRAD _ INSTALLATION BY 2"X 4^STRINGER CONTRACTOR wuwxGr° 1"X 4"CEDAR TOE NAILED TO IMDS MOUNT PER MANUFACTURERS NO CONCRETE UNDER FACING,TYP. POST,TYP. RECOMMENDATIONS FIRE SURFACE LsneaervruN TOP VIEW 1"X4"CEDAR FATFlCATE ND.453 FACING NAILED THIS SIDE OF BREAK 4"X 4"POS TO STRINGER REGISTERED STAMP LINE REPRESENTS UNIVERSAL TOP AND BOTTOM ACCESS FIRE RING Z SIDE VIEW WASMNGTON 2"X 4"STRINGER,TYP. - N SLOPE TO DRAIN STATE E FIRE RING & CRUSHED ROCK PAD rl�1 1-1 A E 1lUl E 11 1 ICI II 1�11�1 �111 1�1E�1�1�1 I e n�1 II 1 I�II�E IMIEElIEEIIFEI �lIEEI IlEll I I�11�I�IIE�IE�1�EEII �1 EII 11 I� PARKS 1/2"=1'-O" -II 1IEmlIFEIIb1�111�1 II�II�IIE=11 9�11 11 11�11�11�1F11�11 11 �II�11 q°X4"PRESSURE UNDISTURBED SUBGRADE I� II I II�II�II ICI IIE�I�I II �I��f�I�I1�I1�II�II�1I II TREATED POST I Ell I�I�1�1�1 1 11�I �I�I I �11�I�I I�I I�11 1�1 I�I 1 11 F- coNCRETEFoonNG I=II�IIE�I IE�I II ° IE�I�II�IIbI�I ICI E�I�II��IIF�I�II, II AND a a.3'-3" °., 1/2"-1-1/4"DRAIN ROCK RECREATION I� III III —II «•.::°I CONCRETE PAD II�III�IE�I� IE 11 III ICI III C ONIlVIISSION CRUSHED DRAINAGE WOOD FENCE AND GATE ;. F AGGREGATE, SEE SPECS SCRAPER CAMPFIRE RING W. TIP-BACK GRATE 20'-0" TYP. —o" STATE PARK { m' 8" DIA. X 24" DEEP CONCRETE UNLOADING PROVIDE ACCESSIBLE A FOOTING COVER WITH CRUSHED PARKING SIGN AT _ AGGREGATE ACCESSIBLE STALLS STEEL EDGING ', PLAN STEEL EDGING RELOCATE TIP-BACK CAMPFIRE RING CAMPGROUND 8" DIA. X 24" DEEP CONCRETE FOOTING 0.2'COMPACTED ACP CLASS B 2'-6" 4"CONIC WALKWAY COVER WITH CRUSHED AGGREGATE SEE DETAIL E MATCH PARKING o CRUSHED AGGREGATE, SEE SPECS GRADE SLOPE TO I ON SHEET L7 DRAIN MAX.SLOPE 2% 0.2'COMPACTED C.S.T.C. DETAIL SHEET C 4" OVER GEOTEXTILE ' _ PE 2%— FINISH I=III�,I . . .. .. .. . . . .. ° . . ; . . .i GRADE SHEET L11 SLOPE 2, III IIIIII IIII1 s .. I--I I I I- SECTION Y �� 0.5'GRAVEL BASE I i� �\\\��\l -�� %��` N SHEET 18 OF 71 —II III I=1 �� r EXISTING SUBGRADE COMPACT TO 95% I Y�\\�`' T_ 8" III—III=I11' COMPACT TO90% — — EXISTING SUBGRADE SCALE AS SHOWN COMPACT TO 90% �p ADA FIRE RING & CONCRETE PAD 8-7ARKING SECTION & SIGN 12' PARKS FILE# F CAD NO. PAWCODE-PROJECTCODE-YEAR-H 16 0 o 101, 10" 2'-4" 2'4" 101. 10" ROD LOCATIONS c^I II II II II II N SHIELD DIMENSIONS 2'-3"WIDE X T-0"HIGH BLOCK"B" I PARK AME 3'g I + 31� THREE REQUIRED.ALL OTI STATE PARK 1 X 8"CARIAGE BOLTS E II BLOCKS"A" FASTENERS THIS VIEW ARI III M FOUR REQUIRED 6" 2'4" 2'-6" 1'4° X 6"LAG BOLTS,SIX REQU BLOCKS"A" CENTERE�� WELCOME VERTICALLY I III I HORIZONTAL"WELCOME"I 2 1/2"X 8 1/4"x T-4"LON( 1/2"CHAMFER AT CORNER! I I 4" 7'4" V3�p 1'-11/2" ACTION IBYD.107'4" DESIGNED6'0" BLOCKS"B" DRAWN ONE REQUIRED CHECKED(FIELD)CHECKED(HDQTSJ A SIGNAGE LETTER DETAIL B SUPPORT BLOCKS AND FASTENERS AND LOCATION d�ty 1„_1,_O„ 1/2„_1, 0„ a��Q ROUND ENTIRE TOP - PROVIDE 3/4" ENTRY SIGNAGE NOTES: SIGN MATERIAL NOTES: suRFAceoFCAP. CHISEDGE.AMFER ALONG WALL NOTES: THIS EDGE. 1. CONTRACTOR TO PROVIDE SHOP DRAWINGS 1. GENERAL:ALL LUMBER CLEAR WESTERN RED CEDAR.SHIELD IS 1/8" ° ;a. (TYPICAL BOTH wsxwcto IDENTIFYING THE MATERIALS AND ALUMINUM BONDED TO 3/4"EXTERIOR PLYWOOD.ALL DIMENSIONS SHOWN 1. STONE FACING TO BE RIVER ROCK COBBLES FROM A SIDES) DIMENSIONS TO CREATE A HIGH QUALITY ARE NET,FINISHED,DIMENSIONS. LOCAL QUARRY IN THE SIZE RANGE MATCHING COLOR DURABLE AND LONG-LASTING PARK SIGNAGE. 2• FASTENERS AND HARDWARE:HOT DIP GALVANIZED NUTS,BOLTS,AND AND SHAPE OF THE ROCK WALL AT THE COMFORT STATION.MANUFACTURED STONE VENEER WILL NOT N SECTION BB� 6A BRQ N4N 2. ALL TIMBERS TO BE ROUGH CUT,FULL HARDWARE.ACCEPTABLE ALTERNATIVES TO LAG BOLTS ARE BE ACCEPTED AND A ROCK SUBMITTAL IS REQUIRED. �RnNCA E NO.453 DIMENSION B"X 8"DOUGLAS FIR.PRESSURE FASTENMASTER LEDGERLOK HEAVY DUTY WOOD SCREWS OR GRK RUGGED TREAT TIMBERS TO A.W.P.A.SPECIFICATIONS STRUCTURAL SCREWS. 2. FACE OF WALL SHALL HAVE A UNIFORM AND FLUSH REGISTERED STAMP TO A NET RETENTION OF 0.4 LBS.PER CUBIC 3. PAINT:SIGN BOARD-OLYMPIC SEMI-TRANSPARENT STAIN NO.722. FACE APPEARANCE WITH ALL POINTING RECESSED Zl (SEE NOTES) 77�� FOOT.ALL MATERIALS SHALL BE CUT BEFORE HORIZONTAL BOARD-"AVOCADO"OLYMPIC SOLID COLOR STAIN. 3. FROM THE L CAP SHALL OVERHANG FACE OF SANDSTONE CAPSTONE. WAS1111V STONES GTON TREATING.STAIN TIMBERS WITH SEMI- LETTERING-PARKER MARATHON SOLID COLOR WHITE. TRANSPARENT STAIN.COLOR TO BE 4. LETTERING:SIGNBOARD-NATIONAL PARK SERVICE MODIFIED GOTHIC, STONES BY APPROXIMATELY 1 1/2" SELECTED. SERIES D,4"HIGH,ROUTED AND PAINTED. 4. PROVIDE ALL TIES AND ACCESSORIES AS REQUIRED .: < < STATE 5. SHIELD:SHIELD SCREEN IN STANDARD COLORS ON 0.125"ALUMINUM, PER SPECS AND AS NORMALLY USED BY THE TRADE < NOTES: BONDED WITH 3M NEOPRENE CONTACT CEMENT#1357 TO 1/8"ROUNDOVER 5. FOR THE WALL CONSTRUCTION PROVIDE LIQUID MEMBRANE WATERPROOFING ON. B e B 1. CONSTRUCT CAP AS TWO PARKS "'g 3/4"ABX PLYWOOD,STAIN COLOR"AVOCADO"OLYMPIC SOLID COLOR STAIN. PIECES JOINED AT AN 6. JOIN BOARDS WITH#20 BISCUITS FRONT AND BACK OF EACH JOINT,1/2" THE BURIED PORTIONS OF THE CMU WALL AND SEAL BELOW BOARD FACE,SPACED 3'APART. ALL FINISHED STONEWORK AND CAPPING PER SPECS. ANGLE AT THE BEND. AND 2. ADJUST WIDTH OF CAP 21"X 21"X 3" INO TO ENSURE 1 STONE RE CREATION 1/4"CHAMFER I �2.5" SANDSTONE CAPPING OVERHANG OF STONE ON PLAN BOTH SIDES OF WALL. FORCE FIT - --------__--______—__ 5"UNIFORM STONE CONIMISSION 1 3/4"DOWEL 1' FACING THICKNESS.(TYP) IN 1 11/16" 1 PLAN VIEW 1 1/2"OVERHANG.(TYP) I FULL LENGTH BOND BEAM AS FIFTH COURSE OF HOLE. WALL CMU WITH(2)-#4 REBAR GROUTED SOLID. SIMULATED WOOD PIN DETAIL SCRAPER NOT TO SCALE 10,-4„ 8x8x16 CMU WALL FIVE COURSES NATURAL RIVER ROCK VENEER HIGH.(RUNNING BOND) S' (SEE WALL NOTES) STATE PARK 8" 8'-0" 8" BAR. 1/2"CHAMFER #4 L RE USE CSBC BACKFILL WITH 3"CSTC AS KEYSTONE OVER ALL EDGES. ENSURE COMPACTED BACKFILL COVERS TOP TOP OF CSBC.COMPACT IN 6"LIFTS TO 95%OF SPD. " OF 4x8x16 BLOCKS BY 3"ALONG FRONT EDGE. SIGNAGE I 2" 14.5" _ I; 2 (TYP.) I� 4x8x16 PLAIN CMU BLOCKS FOR ROCK RELOCATE 1 1/2"SPACE �- FACING SUPPORT.(TWO COURSES) — — — — -- _ CAMPGROUND T 0 - -- :. .:::.::T::. ... T ::::::::;::::::;.:':::.: „ BETWEEN SIGN 21"X 21"X 3"TENINO EXISTING GRADE :q BORE 11/16 HOLE — 6" _ — 0 2.5" AND TIMBER. rn VARIES.SEE G RADIN 1 cn SANDSTONE CAPP N G . IV N LAN SEE WOOD P 7 Ci' 1 'i:i�n':{'r:'ir:'ri}ir::r:i.r:i,�rr PIN DETAIL -- — /,__16"CMU BLOCK W/ �qq� \\ \\.. : ::::'::::::'::'::'::'::'::':'::'::'::'::'::'::':'::::....: ::'::::':::'::': :'::.::: \ \\ \\ \\ \ COBBLE VENEER TYP. i, /� /� /� ...' /� `s. 5/6"x20"MACHINE �, \ \ \ \ \ \ \ \ SEE COBBLE WALL DETAIL \ DETA 5 \ IL S\ HEET C \ \ \ .: : BOLT WITH(2)1 1/2" /��/\/\/\ .:': /./�\\/�\\//\\/\\/\ FLAT WASHERS. /\/��/\\.\::::::':'::'::':':::':'::'::':'::': . _ :':::':::::: . / (TOTAL 10 BLTS.) j �� ✓\ �\/y f\/� / `/�-1 j ° SHEET L12 GALVANIZE BOLTS. \, ti \ \� \,�\ \ \ \ I� i \ c< / NOTE: \// /\// �� f ,// \\ \,, r \� !SPECIFIED \ I = THREE#4 LONGITUDINAL REBARS.(TYP) LJ HEIGHTSFORTURF L—} L� :: ::::36, : ::: SHEET 19 OF 7] ONLY SETTING;WILL VARY ACCORD. .... TO LANDSCAPE PLANTING. #4 LATERAL REBAR AT EVERY L BAR "" AND NO MORE THAN 16"OC BETWEEN. LEFT ELEVATION FRONT ELEVATION RIGHT ELEVATION ��/\�� SCALE FORMED CONCRETE WALL FOOTING WITH AS SHOWN CENTRY SIGNAGE D COBBLE VENEER WALL DIMENSIONS AND REINFORCEMENT AS SHOWN. PARKS FILE# CAD NO. PARKCODE-PR0)ECTC0DE-YEAR-FILEN, 1/4" SPACE BETWEEN SECURE 1X6 TREX FENCE BOARDS TO 10' C BOARDS — TOP TO„BOTTOM 2X4 WOOD STRINGERS USING COUNTER 6 S-6" 3' S-6" 8, ST INLESS STEEL SCREWS " N I TREX 1X6 FENCE BOARDS ®" BUMPER BRACKET a d CONC. FTG I _ / STL CAP PLATE a. CONCRETE SLAB) 1/2" REFLECTIVE TAPE TOP VIEW CONCRETE SLAB 3" ID STL PIPE — 5 1/2" THICK #3 REBAR ® 12" O.C. SAWCUT EX. EACH WAY (TYP) I FTG AROUND BOLLARD.ARD.TO O TACK UR NC. PRESSURE TREATED `,j & SEAL EDGES BEFORE & AFTER FABRICATE FENCE BRACKETS REPLACING CUT ACP W/COMPACTED 4X4 WOOD POST z_ OUT OF STAINLESS STEEL ACP CLASS "B" WHERE NECESSARY. REFERANCE SIMPSON #FB24 MATCH EX. ACP DEPTH (MIN. ACTION BY DATE O 4" SCH 40 PVC _ DEPTH OF 0.20') DESIGNED V37/ FILLED WITH CONCRETE ©NEW CONCRETE DRAWNO LU212 CHECKED(FIELD)SLAB EX. 0.20' ACPCHECKED(HDQTS.) iv6"x1 4"0 BAR WITH o Y:1. / L1 ' 5/16"0 DRILLED HOLE12" CONC. FTG PRESSURE TREATED 2X4 WOOD STRINGER FABRICATE POST BASE OUT OF STAINLESS STEEL REFERANCE SIMPSON #CB44 ELEVATION VIEW wsxwsD D ';F DwDs DUMPSTER PAD & FENCE „ } �Q BOLLARD ESA BRD NAN A SCALE:1/2"=1'-0" v SCALE:1"=V=0" TIFlGRE N0.953 REGISTERED STAMP WASMNGTON STATE PARKS FLAG POLE AND if 4'X 4'X 4"SQUARE RECREATION CONCRETE PAD 21 _611 COMMSSION d. 4"DEPTH CRUSHED = ICI SCHAFER IRON RANGER POST ROCK BASE _ III- 4" TALL METAL CAMP NUMBER CENTERED 5" DOWN FROM TOP OF POST STATE PARK -�IIIIIII a� 1�1=�11 5„ ACRYLIC SLEEVE SCREWED ONTO POST; III IIIII� `� s" SEE SPECS CONCRETE BASE = I= co AND FOOTING aQ . —� 4' 6X6 RECYCLED PLASTIC RELOCATE -II III= 2'-6, DARK BROWN LUMBER POST CAMPGROUND CONCRETE FOOTING II II ° SLOPE TOP OF FOOTING 1% II a a I I� FORM TOP 6" OF FOOTING W. I 4, 2"TAMPED �_ - SONOTUBE OR SIMILAR DRY SAND _I I I� =11 =III= DETAIL SHEET E _i III III=III- ° - 10"GRAVEL a=III=1 SHEET L13 1,-6„111 I dd III 15" DIAM. CONCRETE FOOTING —1 I a I— 4" COMPACTED III_ _ _ I = CRUSHED AGGREGATE SHEET 20 OF 71 4" = 18 DIA. 1�1-1�1-1�I,,.III�II SCALE 15„ AS SHOWN v IRON RANGER FEE BOX ��LAGPOLE BASE ��AMPSITE NUMBER POST SCALE:1/2"=1'-D" SCALE:3/4"=V-0" SCALE:1"=1'-0" PARKS FILE# CAD NO. PARKCODE-PROIECTCODEYEAR-H STANDING SEAM METAL ROOF OVER CONTINUOUS ROOF CAP NOTE: STANDING SEAM METAL 30#ROOFING FELT ON 1/2"PLYWOOD ALL WOOD IN KIOSK TO BE ROOF OVER 30#ROOFING 4"X6"BRACES AT 45° HEMFIR SELECT STRUCTURAL FELT ON 1/2"PLYWOOD A 2-16d NAILS 3/4"MARINE GRADE — 2 BIRDS MOUTH NOTCH 13 4„ PLYWOOD 2"x6"ROOF RAFTERS AT 22"O.C. Q1 CUT RAFTER 1"x6"CEDAR FASCIA 2'6" 4'2" 4'2" 2'6" CHAMFERED EDGES(ALL EDGES) BOTTOM OF 2"x 4"CEDAR FRAME OVER 2"X8"FASCIA TRACE OF 22" BEAM 1/8"x 2"x 6"GUSSETT �Ic ROOF EAVE TYP 1"X6"AND 4"X6"BEAMS (2) I _0 _ _ tim— _ 2"X8"FASCIA PLATE W/1/4"DIA.LAG 10 x 10" 10"X10"P.T.POST 3/4"DIA. 4:0" 22" � ]t i. I IRON RANGER SCREWS INTO POST POST CARR 4"CRUSHED ROCK I 4"X6 I SIG FEE VAULT,SEE AND FRAME(4 TOTAL) 318"THICK BY 8"WIDE STEEL PLATE BOLTS BOARD S ECS. 7'-3" DRILL TO ACCEPT(2)318"DIA. 7'-3" PAVING AT ENTRY I SIGN BOARD ELEVATION MACHINE BOLTS. FIT SNUG INTO PLAZA REFER TO 3'5" 4"X6" 14"X6" 10"X10" PLANS FOR LAYOUT BEAM I BEAM POST T WOOD POST. COUNTERSINK&PLUG. 3'3" 1"Xe RI GE I 3'4" 18" 10:_8,: TIMBER WALL TV/ FINISH GRADEi FINISH GRADE ll (NIC) 3'5" 1 STEE PLATE 1"x 2"CEDAR 10"x 10" BW_, POST 1 4"X6 M I POST �. CONCRETE WITH BOLTS(TYP.) BOARDS POST EXISTING GRAD SOLID-HORIZ. _ SITE BACKFILL(TYP.) 22 j _ I " FOOTING 3/4"MARINE GRADE PLYWOOD, 6"OF GRAVEL 2"x 4"CEDAR CONCRETE FOOTIN FINISHED SIDE FRAME W/16d ACTION BY DF FOUR(4)#4 BARS EACH WAY(TYP.) 2"X6"ROOF RAFTERS SHOWING OUT TOENAIL DESIGNED JB 3 1. 4'-0' NDISTURBED A 4'-0" 6"GRAVEL SECTION-A SUBGRADE AT 22"O.C.(TYPICAL) A DRAWN SS 3 1: PLAN ELEVATION SIGN BOARD PLAN CHECKED(FIELD) xX( 3 1. CHECKED(HDQTS.) XXX 3/1. AA'� KIOSK AND IRON RANGER i SCALE:1/4"=T-0" wuxmcm 3/16 urv� ROD THREADED AT BOTH 1"N.C.NUT ENDS FOR NUTS. 1 A.BR NAN WELDED AT TOP TO ROD. 1 4"X 4"F.B. REGISTERED STAMP T-10"X 1"ROD POWDER COATED WITH 1"EIGHT N.C. GROUT CAP-1-2 CEMENT MIX(GREASE BOLTS) 3/16 THREAD AT BOTH WASHINGTON ENDS. FINISH GRADE _ HASP ❑ H.R.S.ROUND STOCK W/A U ��3/4"1]X 16"ANCHOR BOLT ADJUST HEIGHT OF BAR HOLDER STATE 5" ySTING NUTS @ TOP PLATE "; :" 3"DEEP WITH 11116"HOLE TO HOLD GATE ARM HORIZONTAL DRILLED AT CENTER ttR PLACE (4"THREAD) WHEN GATE IS IN OPEN POSITION. 1/2"FROM TOP FOR WELD. 18"X 18"X 1/4"R ;"::;: LOCATE 1'FROM END OF BAR. PARKS (SEE INSTALLATION STANDARD 5"X 3'-6" NOTE ABOVE.) ''%```=<' AND METAL PIPE UNDISTURBED EARTH SLEEVE SAME AS ABOVE CONCRETE(CLASS B, 4"o X 1/4"GALV.TUBE 6'LONG RECREATION WELDED 1/2"FROM/BOTTOM 3,000 P.S.I.) 3 E. THE OWNER WILL PROVIDE REFLECTORS WITH 1❑1/16"HOLE1DRILLOED A CENTERS 2 CU.FT.CONCRETE CONMSSION ON BOTH FACES OF EACH GATE SECTION, AND ON THE END OF EACH LOWER BAR. ik—l"N.C.NUT TYPICAL. GATE ARM HOLDER ®SECTION N.T.S. SCRAPER N.T.S. METAL POST STATE PARK 14 FT. CLEAR z ° + RELOCATE Ia ctt I EDGE OFAVEME NHS CAMPGROUND Lu a NT aZ LL "). P SIGN PROVIDED BY OWNER. (4)13/16"DRILLED Lu STOP SIGN AND REFLECTORS HOLES INSTALLED BY OTHERS �w DETAIL SHEET F } TYP.BOTH SIDES SHEET L14 ELEVATION N.T.S. SHEET 21 OF 71 SCALE SINGLE GATE AS SHOWN SCALE:1/2"=1'-O" PARKS FILE# CAD NO. PARKCODE-PROJECTCODE-YEAR-FI 18'-0" ALIGN CENTERLINE OF q: GATE WITH CENTERLINE ° 3"GAP OF ROAD. ' 3/4"THICK STEEL BASE a a.' PLATE WITH WELDED THROUGH BASE PLATE FOR 314 DIA BOLTS.MP) a a .. GATE LEAF STANCHION. ' ti GATE PLAN 18" TABS WELDED TO GATE ARM FOR LOCKING GATE FILL NATURAL K FILL NATURAL FLARE BEVEL FLARE BEVEL 88.86" Vu TYP EACH TAB 3/16" 3/16" 3/16" 3/16" 3/16" 3/16" 3/16" 3/16" GATE POST. HSS 4 x 2 x 3/16 18 3/16" RAL FLARE BEVEL a+ ACTION BY Di in N-L 1 M DESIGNED JB 3 1. 2"CLEAR FROM BOTTOM OF BASE FILL NATURAL DRAWN SS 3 1. PLATE TO TOP OF FOOTING AT CENTER FLARE BEVEL 3/16" CHECKED(FIELD) x)Q( 3 1. 20.00° 3/16" 3/16" iv� ROAD CHECKED(HDQTS.) X)OC 3/1. - FINISH GROUND 3/16" TYP NOTES: SEE SITE PLAN AND ASSOCIATED DETAILS FOR ROAD 1. PROVIDE TWO GATE ARM HOLDERS. \/\ \ SLOPE SURFACE TO DRAIN. \ \ Io /\\ (4)-3/4"DIA x 16"LONG HDG HEX BOLTS WELDED TO PLATE.PROVIDE 2. HOT DIP GALVANIZE GATE ARM HOLDERS,GATE LEAVES, TWO ADJUSTING NUTS WITH WASHER BELOW PLATE AND ONE AND BASE PLATE/STANCHION AFTER ALL WELDING TIGHTENING NUT AND WASHER ABOVE.(4"THREAD LENGTH ON BOLTS) BEEN COMPLETED. %\\ - ° c° 18"x 18"x 1/4"PLATE. 3. PROVIDE COMPLETE GATE. �\ '4 CAST-IN-PLACE CONCRETE FOOTING. 4. FULLY GREASE TOP AND BOTTOM OF STANCHION BEFORE /\ �� 16 rAATENO M EARTH FORM MAY BE USED IF SOIL ` PERMITS-ELSE USE SONOTUBE FORM. GATE ELEVATION PLACING GATE LEAVES. /\/\\/\\/\ \��'`\//``�\ REGLSTERED STAMP 3'-0"DIA WASHINGTON STATE 8 x 8 x 1/4 FLAT BAR CAP GATE LEAF MUST BE FULLY WELDED TO PLATE BELOW 7" 8" PARKS SEATED ON STANCHION ALL AROUND. AND ROTATE FREELY. 7 x 7 x 1 FLAT BAR Q AND WELDED TO HSS 6 x 6 x 114 BELOW ALL AROUND. 7 x 7 x 1 FLAT BAR. ^' SEAL CUT 1/4"FLAT BAR AT TOP RECREATION AND ALL AROUND 8 x 8 x 1 FLAT BAR. 1/4" OUT&TOP I CUT-0UT.(ENTIRE PROVIDE HOLE IN I I 1 PERIMETER WELDED) CENTER OF FLAT BAR A A CONMS SION 1/4" (D SQUARE.DIAMETER CD HSS 2 x 4 x 3/16. �P• ^ SHALL BE 1/8"LARGER THAN ACTUAL DIMENSION OF HSS SCHAFER \L311 4.500 x 0.337 ROUND ADJUST HEIGHT OF BAR STANCHION. STATE PARK 2 1/4"CLR. HOLDER TO HOLD GATE ARM Q PROVIDE HOLE IN IN OPEN POSITIHENON. LOCATEGATE IS GATE POST TOP PLATE HSS 4.500 x 0.337 '" HSS 6 x 6 x 1/4 IN OPEN POSITION.LOCATE CENTER OF FLAT BAR I ROUND STANCHION v (SQUARE) ! WELDED TO BASE � 9"FROM END OF GATE BAR. PLAN SQUARE.DIAMETER I PLATE, u SHALL BE 1/8"LARGER I 3/16" g" THAN ACTUAL RELOCATE DIMENSION OF HSS 2"x 2"x 3/8"STEEL 4.500 x 0.337 ROUND //\/\ r. TAB FABRICATED / EQ EQ STANCHION. CAM PG RO U N D 1/4"RADIUS. FROM FLAT BAR. HSS 4x2x3/16 o /\ ...I I :: 1"DIA CENTER ' = H552x4x3/16. �� .;� ).. /� ! �2 � HOLE. I 5/16" "� ^' 'I 1 4"RADIUS. 3 8—" DETAIL SHEET C J ' CAST-IN-PLACE CONCRETE / 8 x 8 x 1 FLAT BAR }:..; FOOTING.EARTH FORM MAY 3/8"BEVEL ALL WELDED TO HSS 6 x 6 x BE USED IF SOIL PERMITS- AROUND CIRCLE SHEET L 15 114 ABOVE ALL AROUND.� Z 18"DIA. ELSE USE SONOTUBE FORM. PERIMETER. 18"x 18"x 3/4"ILE (BASE PLATE) SECTION A-A GATE POST DETAIL GATE ARM HOLDER B GATE POST BOTTOM PLATE SHEET 22 OF 71 SCALE A DOUBLE GATE AS SHOWN SCALE:112"=1'-0" PARKS FILE# CAD NO. PARKCODE-PRO)ECTCODEYEAR-FI NOTES: NOTE: •STAKE TREES OVER 5'IN HEIGHT. 1. STAKE TREES OVER 5' FORM SAUCER WITH 3" PLANT SO THAT TOP OF ROOT HEIGHT AS SHOWN IN HIGH CONTINUOUS RIM, • TREE PLANTING DETAILS DOWNHILL SIDE ONLY BALL IS EVEN WITH THE FINISHED TYPICAL GROUND AS APPLICABLE GRADE. COVER PLANT(PLANTED AT NURSERY LEVEL) 2• PLANT SO THAT TOP OF 3"MULCH,KEEP MULCH •FLAG GUYING WIRES WITH ROOT BALL IS EVEN WITH AWAY FROM TRUNK SURVEYOR TAPE. PLANTING SOIL THE FINISHED GRADE •SCARIFY SIDES OF PLANTING PITS I DEPTH VARIES 3. SCARIFY SIDES OF FINISH GRADE PRIOR TO BACKFILLING. MIN 2" MULCH PLANTING PITS PRIOR TO 1 FINISH GRADES BACKFILLING EXISTING SUBGRADE 3"WOOD CHIP MULCH.KEEP ��\\''. :.• ` I — REMOVE ALL WRAPPINGS MULCH AWAY SLOPE VARY \\`\ii,v I 2 STRAND TWISTED 12 GAUGE FROM TRUNK. SEE pRAK1NG ii�,i��': I FROM TOPY OF ROOTBALL GAL.WIRE ENCASED IN 1"DIA. S) \\i\y :• — I 1=I I AFTER PARTIAL BACKFILL RUBBER HOSE. FORM SAUCER SPACIryG �` ��\\f` _ _ TOPSOIL ...................... WITH 3"HIGH VARIES 6" — — — CONTINUOUS RIM. SCARIFIED SUBGRADE 8'-0""BVC"TM TREATED PIN STAKES DRIVEN TO REFUSAL PLANTING HOLE TO BE INTO UNDISTURBED SUBSOIL 2 X DIA.OF ROOTBALL MIN.24"DEPTH. GROUNDCOVER PLANTING �v� SHRUB PLANTING v SCALE:1"=1'-0" SCALE:NTS ACTION BY DF SPECIFIED PLANTING MIX WATER AND TAMP TO REMOVE DESIGNED 3 1: SS AIR POCKETS DRAWN SS 3 1: CHECKS(FIELD) XXX 3 1: CHECKED(HDQTS.) XXX 3/1: 2 X BALL DIA. A CONIFER TREE PLANTING SCALE:NTS ADD ALT #4 a Q r------------------------------ wuxwc3o D TREE TRUNK PRUNE LIMBS BACK TO WITHIN 3"OF TRUNK(TYPICAL) I 16A BRENNAN PLASTIC CHAIN LOCK TREE O I 8%20"LOGS.LENGTH VARIES I T�CATE NO.453 NOTES: TIE,INSTALL PER MFR'S 12'-20'.USE SITE LOGS AND REGISTERED STAMP INSTRUCTIONS.SECURE I SELECT FELLED TREES IF FIT 1. STAKE TREES OVER 5'HEIGHT TO WOOD STAKE W.#2 I CRITERIA.FIELD LOCATE I WASHINGTON 2. SCARIFY SIDES OF PLANTING PENNY COMMON NAIL(ONE HABITAT LOG SIMILAR TO AS PITS PRIOR TO BACKFILLING PER STAKE).MAINTAIN 1" I SHOWN ON DETAIL AREA PLANS. I STATE 3. PROVIDE 3'DIA.MULCH CLEARANCE BETWEEN THE CIRCLES FOR TREE PLANTING IN TREE TRUNK AND THE LAWN/MEADOW AREAS. / CHAIN LOCK. I — _ _ — — I PARKS WOOD TREE STAKE.2" I -III-III-III-III-�I I I-III-III I I I I I j i l l_ III III-III I AND DIA.DOWELED STAKE W/ I 1 I I-1 I— -� I—I 1=1!'. PLAN CHAMFERED TOP AND 6" i(— CONICAL POINT EMBED LOGS RECREATION o I A MINIMUM 4" SUBGRADE PLASTIC CHAIN LOCK TREE TIE, ROOTBALL I I CONMSSION SECURE TO 2"DIA.WOOD STAKES 2"DIA.WOOD STAKES,DRIVEN TO 3"MULCH,KEEP MULCH REFUSAL INTO UNDISTURBED SUBSOIL AWAY FROM TRUNK I &BARRIER LOG MIN.24"DEPTH.STAKE ABOVE FIRST 1/2"=1'-0" I SCHAFER BRANCHES OR AS NECESSARY FOR FIRM FORM SAUCER WITH 3"HIGH SUPPORT,KEEP CLEAR OF ROOTBALL- CONTINUOUS RIM STATE PARK SEE PLAN ABOVE TOP OF ROOT CROWN TO BE 1" HIGHER THAN FINISH GRADE. I PLANTINGS PER SLOPE TO DRAIN. I PLANTING PLAN I BOULDERS,BURY AS SHOWN, I RELOCATE •t 7Y - _ : I MINIMUM 1/3 OF BOULDER FINISH GRADE DIAMETER.FIELD LOCATE I CAMPGROUND EXISTING SUBGRADE `•"'•: '•' BOULDERS SIMILAR TO AS REMOVE ALL WRAPPINGS / iIF`:`• / I SHOWN ON DETAIL AREA PLANS. FROM TOP Y OF ROOTBALL s::: ...i. TOPSOIL \\ :::.::::..\:::\ :: — ,�,, I I 11=III I DETAIL SHEET I- II=III== � -2x DIA.OF ROOTBALL I III—III—I 1-1 I I—III—III—III—III—''I I SHEET L16 I 11, 1111=III=1�I,�11�1=1�11;ill I SECTION I —III—III I SHEET 23 OF 71 SUBGRADE �,�� DECIDUOUS TREE PLANTING I �� BOULDER SCALE:NTS I I 1/2"=1'-0" I SCALE -----------------------------� AS SHOWN PARKS FILE# SHEET REFERENCE NOTES DOOR SCHEDULE WINDOW SCHEDULE CAD NO.A###YEAR 1\FILE.DWG INDICATOR WIDTHSIZHQGHT MATERIAL NOTES: INDICATOR WIDTH SIZE TYPETYPE MATERIAL NOTES: 4" CORNER EXTERIOR TRIM: 5/4 x 6 HARDITRIM. ** ZjS 1 3'-0" 7-0" 1 RE-IN FORCED FIBERGLASS I SEE SPECS. *** A 2'-6" 4'-0" SINGLE HUNG VINYL SEE SPECS DOOR: *** Q 4'-0" 4'-0" SINGLE HUNG VINYL SEE SPECS T— EXTERIOR TRIM: 32"MINIMUM OPENING CLEARANCE *** © T-0" 5'-0" SINGLE HUNG VINYL SEE SPECS TRIM:5/4 x 4 HARDITRIM AT DOOR AND WINDOWS. OPERABLE HARDWARE MOUNTED HEIGHT 36"TO 48"ABOVE FLOOR. "u.in x i-TIr nmm ma WINDOWS: (F�c wr r"27_m ***PROVIDE AIR FLOW VENT FOR ALL SINGLE HUNG WINDOWS. PROVIDE FULL WEATHER STRIPING FOR EXTERIOR DOOR. **PROVIDE ADA COMPLIANT NUTONE DOOR CHIME ALERT W/FLASHING TRESHOLD - TYP. STROBE FOR THE ADA CABIN. "ITEM#:HAR-NT-204W H" STANDING SEAM RIDGE VENT METAL ROOF RIDGE VENT ACRON BY DATE DESIGNED LRM 0$/13/2 DRAWN LRM 05/13/2 12 CHECKED(FIELD) CHECKED(HD(M.) 7 F— HARDIEPANEL SIDING W/ 1x2 BATTENS @ III III III PROVIDE INTERNAL 12"O.C. / © I, PEELED LOG II , I I I III MINI BLINDS 1/2 LITE III ELECTRICAL II III 5/4 X 6 HARDIE III OUTLET TRIM TYP.AT lli CORNERS REGSTE ._..., _...; .. __. .... .:...... .. .. _ ... . . .,,..._.....:._... _.:. HINGTO gag$ Em A R2% all! WASI�! III 0N RIVER ROCK LEFT SIDE FRONT STATE VENEER RIDGE VENT::� RIDGE VENT PARKS EXHAUST DISCHARGE 3'MIN. AND FROM ANY OPERABLE OPENING 9 12 RECREATION 71 CONMSSION III SCHAFER STATE PARK 8"0 HAND III © / © / 5/4 X 6 PEELED LOG III } HARDIE TRIM ICIRELOCATE I'I CAMPGROUND 111 -- 2% Now a- "* RIGHT SIDE BACK CABINS EXTERIOR ELEVATIONS EXTERIOR ELEVS. SCALE 0 3 =6pV. FEET SHEET 22 OF 69 PARKS FILE# SHEET REFERENCE NOTES CAD NO.A###YEAR-1\FILE.DWG BUILDING TEST: TESTED THE COMPLETED BUILDING AND THE AIR LEAKAGE RATE OF THE BUILDING ENVELOPE SHALL NOT EXCEED 0.40 CFM/FT2 AT A PRESSURE DIFFERENTIAL OF 0.3 INCHES WATER GAUGE(2.0 L/S•M2 AT 75 PA)IN ACCORDANCE WITH ASTM E 779 OR AN EQUIVALENT METHOD APPROVED BY THE CODE OFFICIAL.A REPORT THAT INCLUDES THE TESTED SURFACE AREA,FLOOR AREA,AIR BY VOLUME, STORIES ABOVE GRADE,AND LEAKAGE RATES SHALL BE SUBMITTED TO THE BUILDING OWNER AND THE CODE OFFICIAL.IF THE TESTED RATE EXCEEDS THAT DEFINED HERE,A VISUAL INSPECTION OF THE AIR BARRIER SHALL BE CONDUCTED AND ANY LEAKS NOTED SHALL BE SEALED TO THE EXTENT PRACTICABLE.AN ADDITIONAL REPORT IDENTIFYING THE CORRECTIVE ACTIONS TAKEN TO SEAL AIR LEAKS SHALL BE SUBMITTED TO THE BUILDING OWNER AND THE CODE OFFICIAL AND ANY FURTHER REQUIREMENTTO MEET THE LEAKAGE AIR RATE WILL BE WANED. 1 X 2 HEM FIR BATTEN OVER ALL SEAMS ACTION BY DATE 1 X 2 HEM FIR DESIGNED LRM 05/13/2 DRAWN LRM 05/13/3 BATTEN OVER CHECKED(FIELD) ELECTRICAL ALL SEAMS CHECKED(HDQTS.) OUTLET 48" ABOVE F.F. 1 ELECTRICAL OUTLET 18" o o ABOVE F.F. TYP.3THIS - - -- - - - - - — — - - - WALL 1 X 4 HEM/FIR BASE LIGHT SWITCH INDOOR& LEFT SIDE FRONT OUTDOOR REGISTERED 57AMP WASE INGTON STATE PARKS 1 X 2 HEM FIR AND 19 BATTEN OVER RECREATION ALL SEAMS ELECTRIC HEATER / COMMSSION ❑ ELECTRIC ELECTRICAL SCHAFER STATE ELECTRICAL PANEL OUTLET 18" PARK OUTLET 18" o ABOVE F.F. ABOVE F.F. TYP. 2 THIS WALL _ _ _ _ _ - - RELOCATE - - - - -- - - - - - - - - - 1 X4 HEM/FIR BASE CAMPGROUND RIGHT SIDE BACK INTERIOR ELEVATIONS CABINS INTERIOR ELEVATIONS SCALE 0 3 FEET SHEET 23 OF 69 PARKS FILE# 1 X 2 HEM FIR BATTENS OPEN TRUSSES IN CAD NO.A###YEAR-1\FILE.DWG OVER ALL SEAMS PORCH AREA f ® z H --( TIMBER 3 H Lu FRAME 3 U ELEVATION W d O ACTION BY DATE � DESIGNED LRM 05/13/2 DRAWN LRM 05/13/2 CHECKED(FIELD) CHECKED(HDQTS.) REFLECTIVE CEILING PLAN (2)#2DF2X6 > HEADER W/2 X 6 REGISTERED STAMP TRIMMER&KING-STUD - - - - - ROOF OVERHANG- - r - - - - — „- - - - - - — o� — — - - - - - - - � WASEINGTON ELECTRICAL PANEL I PARKS SIMPSON STHD8, rS SIMPSON HTT16 OR HDU2 I AND HDU2 OR HTT16 IN(2)STUDS TO FND I AND IN(2)STUDS TO CHAIR ' HEATER FND (2)#2 DF 2 X 6 I RECREATION HEADER W/2 X 6 TABLE (2)#2 DF 2 X 6 I COlV11V11S SIGN TRIMMER&KING-9- HEADER W/2 X 6 TRIMMER&KING-STUD PORCH LIGHT SCHAFER STATE PARK (2)#2DF2X6 LIGHT FIXTURE(2) \ 5 LBS.PORTABLE HEADER W/2 X 6 BUNK BED SMOKE DETECTOR FIRE EXTINGUISHER TRIMMER&KING-STUD SIMPSON ST HD8, SAFETY GLASS RELOCATE HDU2 OR HTT16 IN(2)STUDS TO A.B'S @ 48"O.C.TYP. CAMPGROUND FND ELECTRICALFUTON OUTLET(8) SOFA SIMPSON HTT16 I M OR HDU2 I CABINS SPUDS TOO FND HAND PEE D 13'-6" LOG. TYPICAL(2) ~ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - z'a'61/2" CEILINGS & FLOOR (2)#2DF2X6 PLAN HEADER W/2 X 6 TRIMMER&KING-STUD SCALE 0 2 FLOOR PLAN ZP"L, FEET SHEET 24 OF 69 PARKS FILE# HOLD-DOWN SCHEDULE CAD NO.A###YEAR-1\FILE.DWG NOTE: SEE FLOOR PLAN FOR HOLD—DOWN LOCATIONS. STHD8— STHD8—STHD8RJ EMBEDS 8" INTO CONCRETE FOUNDATION, STHD8—STHD8RJ STH08RJ ATTACHES TO DOUBLE STUDS MINIMUM WITH (24) 16d SINKER NAILS. (CAP = 4 x 6, 1950) TYP HDU2 HDU2 ATTACHED TO FOUNDATION WITH J" DIAMETER ANCHOR BOLT WITH 14" MINIMUM EMBEDMENT. HDU2 ATTACHES TO DOUBLE STUDS WITH (6) SIMPSON SDSAX3 SCREWS. (CAP = 3075) 4x6, TYP HTT16 HTT16 ATTACHES TO FOUNDATION WITH r DIAMETER ANCHOR BOLT WITH 14" MINIMUM EMBEDMENT. HTT16 ATTACHES TO DOUBLE STUDS WITH (18) 16d NAILS. (CAP = 3955) 4 x 6, I 4 x 8 x 12'-0" PROVIDE TIMBER TYP I BOTTOM CHORD TRUSS AND METAL CONNECTORS LOG COLUMN 5 DESIGNED BY I TO BEAM fW SHEAR WALL NOTES LICENSED I CONNECTION 1. USE 1/2" DIAMETER BY 10" ANCHOR BOLTS (AB'S) WITH SINGLE PLATES OR 1/2" DESIGNER. I DIA. BY 12" AB'S WITH 3X OR DOUBLE PATES SPACED AS SHOWN ON THE DRAWINGS. AB'S SHALL HAVE 7" OF EMBEDMENT INTO FOOTING, SHALL BE CENTERED ~ID I I AT THE STUD WALL, AND SHALL PROJECT THROUGH THE BOTTOM PLATE OF THE o I 8" DIAMETER I WALL ALL ANCHOR BOLTS SHALL BE PLACED WITHIN 12" FROM CORNERS, AND 12" HAND LOG POST I 3R0M THE SQUARE, 1/4"OF BOTH PLATES AT THI K PLATE WASHERS BEES.TWEENLTHENCHOR TOP OF LTS THE SHALL THE SILL PLATE AND I I THE NUT. ALL ANCHOR BOLTS, NUTS AND WASHERS SHALL BE OTHER STAINLESS ACTION BY DATE I STEEL OR GALVANIZED STEEL WHEN IN CONTACT WITH PRESSURE TREATED WOOD. DESIGNED XXX 01/01/1 I I LOG COLUMN /— 2. ALL WALL SHEATHING SHALL BE 1/2" CDX PLYWOOD SPAN RATED "SR 24/0" OR DRAWN XXX 01/01/1 TO FOOTING BETTER. ALL FREE SHEATHING EDGES SHALL BE BLOCKED WITH 2x4 OR 2x6 FLAT CHECKED(FIELD) I I CONNECTION ;ElyBLOCKING EXCEPT WHERE NOTED ON THE DRAWINGS OR BELOW. I I CHECKED(HDQTS.) 3. ALL NAILS SHALL BE 8d OR 10d COMMON (8d COMMON NAILS MUST BE 0.131 INCH DIAMETER, SENCO KC27 NAILS ARE EQUIVALENT. IF 10d COMMON NAILS ARE CALLED r FOR THE DIAMETER MUST BE 0.148 INCHES, SENCO MD23 NAILS ARE EQUIVALENT 0 1 WHEN USED WITH X- PLYWOOD). NAIL SIZE AND SPACING AT ALL SHEATHING EDGES y SHALL BE AS REQUIRED BELOW OR AS IN THE DRAWINGS. NAIL SPACING SHALL BE 12" ON CENTER FOR ALL FIELD NAILING EXCEPT AS NOTED. 4. HOLD DOWNS ARE SIMPSON "STRONG—TIE" AND SHALL BE INSTALLED PER THE 2'-0" MANUFACTURER'S RECOMMENDATION. EQUIVALENT HOLDOWNS BY UNITED STEEL SQUARE 11'4" PRODUCTS COMPANY "KANT—SAG" THAT HAVE ICC APPROVAL CAN BE SUBSTITUTED IN PLACE OF SIMPSON HOLD—DOWNS. 3 TIMBER FRAME ELEVATION 5. THE NAILING OF THE SOLE PATE TO THE FLOOR SHALL BE 16d COMMON NAILS TO MATCH THE SPACING OF THE SHEAR WALL EDGE NAILING. 3 2' 6. WALL FRAMING SHALL BE #2 OF OR BETTER. 3X, 4X, OR 6X STUDS CAN BE MADE REGISTERED STAMP FROM MULTIPLE 2X STUDS GLUED AND NAILED TOGETHER WITH (2) ROWS OF 10d'S 77�� 0 4' AT 8" O.C. FOR EACH ROW. WASIU GTON 7. 3X SILL PLATES CAN BE A COMBINATION LL DIRECTLY IN CONTACT WITH CONCRETE AND FANOTH ANOTHER TREATED 2X SITREATED 2X LL PLATE STATE NAILED TO THE LOWER PLATE WITH (2) ROWS OF 10d COMMON NAILS AT 6" ON 2'-0" 1'-0" CENTER EACH ROW. PARKS r — 8. ALL FASTENERS IN PRESSURE TREATED WOOD SHALL BE HOT DIPPED GALVANIZED OR AND I STAINLESS STEEL. AND 10 I - - - - - - - - - - - - - I - J RECREATION 1 r 2'-6 FOUNDATION SHEAR WALL SCHEDULE CONMSSION ANCHOR BOLT W/ I I SLOPE 2/o 8 EDGES.SHEATHING CAPACITY= 2 Oplf)AT 6" O.C. ALL EMBEDMENT I EMBEDMENT @ 46' O.C. o r I I I I SHEATHING NAILED WITH 8d's AT 4" ON CENTER SCHAFER STATE ti Z ALL EDGES WITH 3X OR 4X STUDS AT ADJOINING 2"PVC ELECTRICAL CONDUIT I I I PANEL EDGES. (CAPACITY = 380 plf) PARK o I FROM DISTRIBUTION PANEL I I I POWER SOURCE `° ROOF DIAPHRAGM SIMPSON HTT16 I I I SIMPSON HTT16 m OR HDU2 IN(2) OR HDU2 IN(2) M USE 5/8" PLYWOOD SPAN RATED 24/16 OR STUDS TO FND I I I STUDS TO FND BETTER, NAILED WITH 8d' COMMON NAILS AT • I FFE 128.5' I I SHEATHINGGES SHALLDLAY"PERP NDI UON CENTELAR TO RELOCATE FRAMING. CAMPGROUND o I I I SLOPE 29/. _ _ CABINS 1 z'X2'X2' - - - - - - - - - - - - - - - - - - - - - - � I— FOUNDATION I - - - - - 1 - - - - - - - - - - - - - - - 1 - - - J L FOUNDATION PLAP r 22'-01/2" 3'-9" 1' 1' SCALE FOUNDATION PLAN SHEET 25 OF 69 rpA7RELE# CAD NO.A###YEAR-1\FILE.DWG MECHANICAL NOTES 1D INSULATE DUCTWORK TO R-4.5 (MIN.) ROOF OVERHANG 20 PROVIDE AIR FLOW VENT ON ALL SINGLE HUNG WINDOWS WITH MIN. 10.18 CFM PER �i - - WINDOW. r - - - - - - - - - - - - - - - - - I Q ENSURE EXHAUST DISCHARGE IS 3'-0" (MIN.) FROM ANY OPERABLE OPENING. ELECTRICAL PANEL ® PROVIDE ONE SINGLE FIRE ALARM CONTROL PANELS MODELS KS-2 & SK-4/E TO SERVICE THE FOUR CABINS. 2 0 �CL � I O HEATER O PANELS LL(CABIN C I SHEET NOTE VENTILATION AIR IS PROVIDED PER 2015 IMC WITH WASHINGTON STATE AMENDMENTS FOR WHOLE HOUSE VENTILATION WITH EXHAUST FAN PER SECTION 403.8.6. EXHAUST FAN SHALL CONTINUOUSLY EXHAUST 30 CFM EF-1 I (MIN) PER TABLE 403.8.1 FOR 0-1 BEDROOMS UNDER 1,500 SQ. FT. O O 4"0 O-i LIGHT FIXTURE(2) 2A PORTABLE I AMON BY DATE SMOKE DETECTOR FIRE EXTINGUISHER I DESIGNED BEC 01/14/1 O DRAWN SVH 01/14/1 2 I CHECKED(FIELD) CHECKED(HDQTS.) O 2 O L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � REGISTERED STAMP MECHANICAL PLAN WASHINGTON STATE PARKS EF SCHEDULE AND 19 ID MFR MODEL AIRFLOW SP SONES WATTS VOLT PH PANELBOARD NAME: CABIN SITE # PANELBOARD BUS RATING: 125 A PHASES: 1 EF - 1 PANASONIC FV-05VQ5 30 CFM 0.20" < 1.0 11.5 WATTS 120 1 LOCATION: CABIN SCHEDULE VOLTAGE: 120/240V WIRES: 3 RECREATION NOTES: SHORT CKT RATING: 65 kAIC (NOTE 1) MAIN: 50A MCB FEED DIR: BOTTOM CO1V1MSSION 1. OR EQUAL. MOUNTING: SURFACE, NEMA 3R NO. OF POLES: 12 SPACES 2. PROVIDE WITH WALL TERMINATION KIT, BACKDRAFT DAMPER AND INSECT SCREEN. LOAD LOAD CIRCUIT DESCRIPTION (KVA) CODE CB/PH PHASE CB/PH CODE (KVA) CIRCUIT DESCRIPTION SCHAFER 3. UNIT SHALL OPERATE CONTINUOUSLY AT 30 CFM (MIN). 1 CABIN LIGHTING 0.90 L 15A 1P A -- -P -- -- -- 2 STATE PARK 3 CABIN CIRC. A 1.50 R 20A 1P B 20A 1P7 R 1.5 CABIN CIRC. B 4 5 CABIN HEATER 2.00 R 20A 1P A 15A 1P R 0.01 CABIN SMOKE DETECTOR 6 7 1P B 20A 1P R 0.02 VENTILATION FAN 8 9 WALKWAY LIGHT CABINS B & C ONLY 0.20 L 15A 1P A -- -P -- 0.0 -- 10 11 - 1 0.0 - -- -P B -- -P -- 0.0 -- 12 RELOCATE CONNECTED DEMAND AMPS PER PHASE SUPPLY VOLTAGE 120/240 V CAMPGROUND LIGHTING(L) 0.9 kVA X 125% 1.1 kVA PHASE A: 24.2 CONNECTED LOAD 5.93 kVA RECEP < 1Ok (R) 3.0 kVA X 100% 3.0 kVA PHASE B: 25.2 DEMAND LOAD 6.13 kVA RECEP > 10k (R,R1) 0.0 kVA X 100% 0.0 kVA DEMAND AMPS 42.5 A LARGE MOTOR(LM) 0.0 kVA X 100% 0.0 kVA OTHER MOTOR(OM) .03 kVA X 100% .03 kVA Notes: CABINS HEATING / A.C.(H) 2.0 kVA X 100% 2.0 kVA 1) VERIFY AVAILABLE FAULT CURRENT AT TRANSFORMER VENTILATION(V) 0.0 kVA X 100% 0.0 kVA SECONDARY. DEDICATED(S) 0.0 kVA X 100% 0.0 kVA NOTIFY ENGINEER IF AVAILABLE FAULT CURRENT IS LESS THAN 10,000 AMPS. DEDICATED(S-RV) 5.93 kVA X 100% 6.13 kVA 2) PANEL SHALL BE LABELED FOR SERVICE ENTRANCE USE. MECHANICAL PANEL SCHEDULE VENTILATION PLAP SCALE ' 0 3 IIIIIIIIN.,um. FEET SHEET 26 OF 69 PARKS FILE# CAD NO.A###YEAR-1\FILE.DWG B"❑HAND PEELED LOG POST STANDOFF BASE SIMPSON STRONG TIE MODEL PBV6PC.INSTALL PER MANUFACTURER SPECIFICATIONS rL OF STANDING SEAM METAL ALL-THREAD FIN.SURFACE ROOF ROD OFCONC 30#ROOFING FELT POST STANDOFF BASE 5/8"SHEATHING SIMPSON STRONG TIE 2"x4"TRUSS @ 24"O.C. MODEL PBV6PC 12" MANUFACTURED SCISSOR TRUSSES 5/B"ALL-THREAD N aaa EPDXIED IN PLACE 8 5/8" CDX ROOF DECK (BOTH PIECES) 12 2'_0" (5)#4 REBAR EACH WAY 7� INSULATION BAFFLE /T\POST © FOUN. DETAIL HARDIN.T.S. ACTION BY DATE VENTED 3 T1-11 SIDING NO SOFFIT PANELS DESIGNED XXX 01/01/1 VENTE � 12 GROOVES. DRAWN XXX 01/01/1 CONTINUOUS BLOCKING ALL CHECKED(FIELD) EDGES.CAULK CHECKED(HDQiS.) ALUMINUM GUTTER 2 X 4 BLOCKING SEAL ALL JOINTS 1 X 2 HEM FIR R 38 BAIT INSULATION 5/4 X 8 CEDAR 1,9„ FASCIA 2 X 6 @ 16 O.C. R-21 BAIT INSULATION 30#BUILDING WRAP T1-ll SIDING NO GROOVES EXTERIOR WALL REGISTERED STAMP "CDX PLYWOOD 1 X 2 HEM FIR WASIE NGTON lx2 BATTENS OVER BATTEN OVER ALL o HARDIEPPANEL SEAMS.CAULK w INTERIOR WALL FLASHING SIDING @ 12"O.C. SEAL ALL JOISTS STATE 2"'X 8"MARENAKOS PARKS TENINO SPLIT EDGE AND SILL RIVER ROCK VENEER RECREATION 2 X 6 P.T.PLATE 1/2"AB'S W/7"MIN. CONC.PORCH FLUSH WITH FINISH FLOOR. p CONIlVIIS SION 1 X 4 HEM/FIR BASE EMBEDMENT @ 24"O.C. SLOPE 2%AWAY FROM BUILDING (V S.S.FLASHING EXTEND 1/2"AB'S W/7"MIN. 4x6 PT SILL PLATE CONCRETE PORCH WITH#4 SCHAFER 6"BELOW FINISHED EMBEDMENT @ 24"O.C. (FRONT SIDE ONLY) REBAR MAT 18"O.C.BOTH WAYS STATE PARK GRADE 4"CONC.FLOOR SLAB W/ TOP ELEV.VARIES #4 REBAR MAT 18 2 "O.C. %SLOPE co a . �\ r\ \r.� RELOCATE `\\i\\\\\\\\ • r\\\\\\/ 4"CONC.FLOOR SLAB W/#4 REBAR \ \' \/\\�\\��\��\�\\"\\,\7 `� \ \ \\• \rr MAT 18"D.C. \� a �� S.S.FLASHING CAM PG RO U N D 6 MIL VISQUEEN �I�\/j 2"OF CSSC i��j/��j d 4 R 10 RIGID INSULATION CABINS R-10 RIGID 1'_0" 2#4 STEEL REINF. INSULATION FOOTING REBAR SEE ATTACHED SHEEP SECTION & DETAILS A WALL SECTION B CABIN/PORCH— SECTION SCALE >a XK NOT TO SCALE 0 I ■Nrw. FEET SHEET 27 OF 69 PARKS FILE# CAD NOA###YEAR-1\FILE.DWG COLUMN 2" 2" BEAM N I 4 X 6 TYP. O O /// (4) 3/4"0 BOLTS CAN BE COUNTERSUNK AND STANDING SEAM METAL ROOF CAPPED O I O 2"x6" T&G DECKING I TIMBER COLUMN O O BOTH SIDE ACTION BY DATE DESIGNED XXX 01 O1 DRAWN XXX 01 O1 O O CHECKED (FIELD) CHECKED (HDOTS.) 5 T//LIBER COL UMN TO BEAN CONNECT/ON �� ,� X X ® 4 X 8 BOTTOM CHORD 0 1' 4XSBEAM 8"0 HAND PEELED LOG REGISTERED STAMP (TYPICAL CABIN ROOF) WASHINGTON STANDING STATE METAL ROOF A SEMONATEXTER/O/R TRUSS Tr (TYPICAL FOR CABIN PARKS AND PORCH ROOFS) -------------------::p-_-_- 0 4' AND ------------------- ----- #2 DF 4" X 6" RAFTER 9 --------------------I ----- 2" X 6" T&G DOUG. FIR DECKING RECREATION ___________________ (TYPICAL FOR PORCH ROOF) COMMISSION ------------------- 1 ----- 2" X 6" CROSS-TIES ------------- - --- ------------------------- ---- SCHAFER (2) ROWS 5/4" X 8" CEDAR FASCIA III 5/8" DE 16 O.C. STATE PARK ROOF DECK 2x6 DECKING CABIN / PORCH DECK � lii CONNECTION DETAIL. SEE DTAILG) 8"0 HAND PEELED LOG RELOCATE 2 X 4 RIP PLY ROOF 2 X 6 ` DECK SPACER CAMPGROUND CABINS STUD WALL WALL SHEATH PORCH ROOF �:u.:`•;.: DETAILS SCALE PORCHROOFSECT/ON a CAB/N/PORCHOECKCONNECT/ON OETA/L AS SHOWN 2 0 4' - - NOT TO SCALE SHEET 28 OF 69 PARKS FILE# WATER HEATER EXHAUST VENT PLUMBING VENT CAD NO. T9601-Z-_�W VENT CAP. RIDGE VENT (2' ABOVE RIDGE LINE) 6 I TUBULAR SKYLIGHT (8 REQ'D) TIMBER FRAME ELEVATION STORM COLLAR. Vu HARDIEPANEL SIDING W/ 1x2 I ROOF JACK/FLSHING. BATTENS ® 12" O.C. j CUT APPROPRIATE SIZE HOLE IN ROOF SKYLIGHT TUBE 12 2X4BLOCKING I BET BETWEEN TRUSSES ASSEMBLY INSTALL PER 7 p BETWEEN TRUSSES. I FOR FLUE PENETRATION. MANUFACTURAL'R WRITTEN INSTRUCTION 5/4" x 8" TK CEDAR ATTIC SPACE. 8' TO THE WEATHER w ATA C 1 7"DOUBLE WALL INSULATED IN IN OD CAULK CLEARANCE FLUE PIPE. AROUND S ALL 2 ID12"0 HAND PEELED LOG COLUMNS 4 WATER HEATER EXAUST VENT SKYLIGHT TUBE DETAIL 2% SLOPE N.T.S. N.T.S. \ \ ... .. ... ... ... ............:.::,:..... ,...::...:... .._,.,..•::.\/\/ ... ACTION BY DATE STANDING SEAM DESIGNED SWD WATER HEATER EXHAUST VENT METAL ROOF 2.L 2x CAR DECKING DRAWN SVH 112C SOUTH ELEVATION RIDGE VENT 5/8" PLYWOOD CHECKED(FIELD) 5/8" PLYWOOD 2x CAR DECKING CHECKED(HDQTS.) 6 x 8, TYP "SIMPSON" PS218 -H EACH SIDE - TYP. rnl� 1 o� 6x6, TYP 6 x 10 x 34'-8" PROVIDE TIMBER TRUSS PROJECT ENGINEER BOTTOM CHORD AND METAL CONNECTORS I I DESIGNED BY LICENSED LOG COLUMN 3WASIII GTON DESIGNER. I TO BEAM 29 33 12' 0 HAND PEELED I CONNECTION I l I I I LOG COLUMNS STATE ro 12" 0 HAND PEELED LOG COLUMN LOG POST TO FOOTING 2 2 PARKS CONNECTION :t ��2q, SLOPE I 5'-016" 19'-72" 5'-os" \\`\\`\\i/\\� \`\�` `i`\/ RECREATION I 1 N 6 TIMBER FRAME NORTH& SOUTH ELEVATION WEST ELEVATION CONIlVIISSION EAST ELEVATION (SIMILAR) WATER HEATER EXHAUST VENT N RIDGE VENT SCHAFER HARDIEPANEL SIDING W/ 1x2 STATE PARK TUBULAR SKYLIGHT (8 REQ'D) BATTENS ® 12" O.C. STANDING SEAM METAL ROOF 12 I RELOCATE 7p CAMPGROUND PLASTIC GUTTER W/3"0 DOWNSPOUT & 4"0 PVC CONNECTED TO DRYWELL SHEET REFERENCE NOTES (TYP 4 LOCATIONS) 1. EXTERIORTRIM: COMFORT STATIOr CORNER: 5/4 x 6 HARDITRIM. 2 4"0 DOWNSPOUT STUB-OUT 93 DOOR: 5/4x4HARDITRIM z 0 2 (TYP 4 LOCATIONS) 2. SPLTT EDGE SILL. SEE DETAIL 2923 ELEVATIONS PLAN SLOPE a. LE\ SCA \ \r DRY WELL 4' COMPACTED NATI\VE SIDE/WALK NOT S/HO/WN 913 SHEET 29 OF 69 o B SOIL (TYP.) NORTH ELEVATION IN THIS VIEW (TYP.) FILE NO. TCAD N0. OC-FOUNDATiON.DV TYPICAL SHEAR WALL NOTES SHEAR WALL SCHEDULE 1. USE 1/2"DIAMETER BY 10"ANCHOR BOLTS(AB-S)WITH SINGLE PLATES OR 1/2"DIA.BY 12"AB'S WITH 3x OR S. THE NAILING OF GTHE SOLE PLATE TO THE FLOOR SHALL BE 16d COMMON NAILS TO MATCH THE SPACING OF DOUBLE PLATES SPACED AS SHOWN ON THE DRAWINGS.AB'S SHALL HAVE 7"OF EMBEDMENT INTO FOOTING, THE SHEAR WALL EDGE NAILING. SHEATHING NAILED WITH 8d's AT 6"ON CENGTER ALL EDGES. SHALL BE CENTERED IN THE STUD WALL,AND SHALL PROJECT THROUGH THE BOTTOM PLATE OF THE WALL 1 (CAPACITY=260 PLF ALL ANCHOR BOLTS SHALL BE PLACED WITHIN 12"FROM CORNERS,AND 12"FROM THE ENDS OF BOTH PLATES 6. WALL FRAMING SHALL BE#2 DOUG-FIR OR BETTER. 3X,4X,OR 6X STUDS CAN BE MADE FROM MULTIPLE 2X LTT20B LTT20B ATTACHES TO FOUNDATION WITH Yz"DIAMETER ANCHOR BOLT AT SPLICES. ALL ANCHOR BOLTS SHALL HAVE A 3"SQUARE,1/4"THICK PLATE WASHERS BETWEEN THE TOP STUDS GLUED AND NAILED TOGETHER WITH(2)ROWS OF 10d'S AT B"ON CENTER EACH ROW. WITH 7"MINIMUM EMBEDMENT FOR CAST IN PLACE CONSTRUCTION. USE OF THE SILL PLATE AND THE NUT. (IF USING EXPANSION ANCHORS AS SUBSTITUTES FOR ANCHOR BOLTS, }"DIAMETER THREADED ROD IN CLEARNEDg"DIAMETER HOLE 6"DEEP EMBED A MINIMUM OF 3-1/2"INTO CONCRETE.) 7. 3X SILL PLATES CAN BE A COMBINATION OF(1)PRESSURE TREATED 2X SILL DIRECTLY IN CONTACT WITH AND EPDXY WITH SIMPSON AT-XP IF INSTALLED AFTER CONCRETE HAS CONCRETE AND ANOTHER NON-TREATED 2X SILL PLATE NAILED TO THE LOWER PLATE WITH(2)ROWS OF 10d BEEN CAST. LTT20B ATTACHES TO DOUBLE STUD MINIMUM WITH(10)16d 2. ALL WALL SHEATHING SHALL BE 1/2"COX PLYWOOD,S/8"T1-11 SIDING,AND SPAN RATED"SR 24/0"OR COMMON NAILS AT 6"ON CENTER EACH ROW. SINKER NAILS. (CAP=1500) BETTER. ALL FREE SHEATHING EDGES SHALL BE BLOCKED WITH 2x4 OR 2x6 FLAT BLOCKING EXCEPT WHERE NOTED ON THE DRAWINGS OR BELOW. B. ALL FASTENERS IN PRESSURE TREATED WOOD SHALL BE HOT DIPPED GALVANIZED OR STAINLESS STEEL. ANCHOR BOLTS ARE NOT REQUIRED TO BE OF STAINLESS STEEL OR GALVANIZED. 3. ALL NAILS SHALL BE 8d COMMON(8d COMMON NAILS MUST BE 0.131 INCH DIAMETER,SENCO KC27 NAILS ARE EQUIVALENT. IF 10d COMMON NAILS ARE CALLED FOR THE DIAMETER MUST BE 0.148 INCHES,SENCO MD23 9. ROOF DIAPHRAGM: Z"PLYWOOD OR 7/8"OSB,SPAN RATED Hi OR BETTER,NAIL WITH 8d COMMON NAILS AT 6" SPACING AT ALL SHEATHING EDGES SHALL BE AS REQUIRED BELOW OR AS IN THE DRAWINGS. NAIL SPACINGS ON CENTER EDGES AND 12"ON CENTER FIELD. SHEATHING SHALL LAY PERPENDICULAR TO FRAMING. SHALL BE 12"O.C.FOR ALL FIELD NAILING EXCEPT AS NOTED. 10. FLOOR DIAPHRAGM:3/4"TONGUE AND GROOVE PLYWOOD OR OSB SHEATHING SPAN RATED 48/24"OR 4. HOLD DOWNS ARE SIMPSON"STRONG TIE"AND SHALL BE INSTALLED PER THE MANUFACTURE'S BETTER. GLUE AND NAIL WITH 10d COMMON NAIL WITH 10d COMMONS AT 6"ON CENTER EDGES,AND 12"ON RECOMMENDATION. EQUIVALENT HOLDOWNS BY UNITED STEEL PRODUCTS COMPANY"KANT-SAG"THAT HAVE CENTER FIELD. SHEATHING SHALL LAY PERPENDICULAR TO FRAMING. ICC APPROVAL CAN BE SUBSTITUTED IN PLACE SIMPSON HOLDOWNS. 11. ANCHOR BOLTS WILL BE AT 4'-0"O.C.OR AS INDICATED ON THE DRAWINGS. ACTION BY DATE ALLOW FOR DOWNSPOUT DESIGNED SWD 2 11 2( I O SEE DOWNSPOUT DRAWN SVH 2 11 2( STUB-OUT DETAIL ON SHEEP 12 CHECKED(FIELD) F1 1-1 Fr(TYPICAL 4 LOCATIONS) CHECKED(HDQTS.) A DOOR OPENING(TYP.) 30 34 II - - - - - - - - - - - - - - - - - 1 F IPROJECT ENGINEER WASHINGTON I I II II II I I - - - - . L - - - - - J . L - - - - - J . L - - J I STATE SIMPSON LTT20B IN(2)2x STUD TO FOUNDATION . PARKS 1 71I I I AND I I RECREATION I I I I CONMSSION IL - - - - - - - - - - - - - - - - - - - - - - - - - - - JI SIMPSON LTT20B I — _ IN(2)2xSTUD I �- - - - L - - - - - -� • r- - - - - - • F - - - - - - SCHAFER TO FOUNDATION I I I I I I I I I I STATE PARK II II II II � 11 A 3034 I I I I I I I I I RELOCATE L - - - - - J L - - - - - J L - - - - - - I CAMPGROUND L - - - - - - - -A- - - - - ! \- - - - - -/ \- - - - - A- J COMFORT STATIOP F-1 FOUNDATION REBA PLAN SCALE 1' 3' FOUNDA TION PLAN SHEET 30 OF 69 0 2' FILE NO. CAD NO. -T9601-2-_E>W FF EL 0'-0" (TYP ALL AROUND) FF EL +0'-1/2" ROOF OUTLINE (TYP ALL AROUND) 3'-0" X 6'-8" 3 ALLOW FOR DOWNSPOUT PIPE CHASE DOOR COLUMN & BEAM ANCHOR DETAIL 11W IN-FOOTING. SEE DOWNSPOUT m STUB-OUT DETAIL ON SHEET 32 I EDGE OF CONCRETE (TYPICAL 4 LOCATIONS) L ❑ ❑ ❑ -- -��--t= ---- :F==== 1 ====- - I I I I I I I ELEV. 128.10' 2 ELEV. 128.10' � 1I 1I I N II II I� ACTION BY DATE DESIGNED SWD 11 2C w aI DRAWN 11C2 ED I CHECKED(FIELD) CHEKE (HDI .)o -ELE . 12 . ELEV. .O XRM 2 1 ❑ I I I C7 � I � � I I r � I ❑ 16 31 34 � ❑ 'bBENDH — rmtOL�E 3'-0" X6' 8" FIBERGLASS RM 4 DOOR (TYP.) 6B 6j 3RMoL3 �H i PRO]ECi ENGINEER co i ;;2% _ ,�! Fo I WASHINGTON M BENC ; BENCH I ROOF LINE 1 1 I I I I RM 6 i A i-_- O c Mo 3134 cM --y STATE O EDGE OF CONCRETE PARKS RM 5 o BENCH: _ — LE 2% -J El -- AND ;.:. r I I r I ❑ ❑ RECREATION I I I I ELEV. 128.20' I --- - RM 8 - --- I ELEV. 128.20' 1 1 I I I I I � O O I CONMSSION RM7 �- io CV1 I L J L .� L J „0—,z ..o-,s ""' i SCHAFER `'I �( c L----- ----J - - -- - -- - - - - 1 I I I I STATE PARK 1 I I w I I I „Zj�L „ZjtS „Zj�9 „Zj�L❑ ❑ ELEV. 128.10'-,-_ ELEV. 128.10' 1 RELOCATE CAMPGROUND Ile-,Oz FLOOR PLAN NOTE: SHOWER DRAIN FOUNDATION AND WALL PLAN NO FLOOR COVERING IN PIPE CHASE COMFORT STATIOP ELEV 128.10' ELEV 128.20' FOUNDATION & } in FLOOR PLAN ELEV 128.2 _ ELEV 128.20' SCALE 4, SHEET 31 OF 69 0 8 FILE NO. I CAD NO. S-ARCH-DETAILS STANDING SEAM LOG COLUMN EDGE NAILING METAL ROOF 30 LB FELT SIMPSON HGA 10 KT @ EA TRUSS TO WALL CONN. 4" PVC EXT. CONCRETE 3" MIN. FOOTING TRUSS BEARING ON WALL BLOCKING PANEL. COVER SEE SHT. 13 FOR VW' CDX SHEATHING. NAIL DETAIL. 6"WITH Sd O.C. BAFFLE 90' ELBOW 12 I BIRD BLOCKING W/ �" STAINLESS 5� BLOCK ALL EDGES I STEEL SCREENED VENTS SIMPSON TIE HS24D R-49 INSULATION SIMPSON A35 @ EA TRUSS TO '1/2" CDX (TYP.) I BEAM CONN. 4" DIA.PVC ACTION BY DATE EXTERIOR _ DESIGNED SWD 2112/21 STAINLESS STEEL I LIGHTING PROVIDE FRP PANEL OVER 1/2" CDX DRAWN SVH 2/12/2[ FLASHING I 2'-0, CHECKED I (FIELD) I CHECKED( .)-- ------- 1 X 3 PAINTED TRIM X 8 HARDIESOFFIT PANEL 2 - 2 X 8 TOP PLATE 2 DOWNSPOUT STUB-OUT CONTINUOUS CEDAR 4 X 10 BEAM 9 3 GUTTER FASCIA I I #2 D.F. 1" X 3" TK CDR TRIM FOR INTERIOR FINISH, SEE FINISH SCHEDULE ON SHEET 15. DOWNSPOUT R-25 INSULATION (TYP 2 LOCATIONS) HARDIEPANEL SIDING W/ TILE (SEE FINISH SCHEDULE) 1x2 BATTENS ® 12" O.C. I1/2" TILE BACKER PROJECT ENGINEER 1/2" CDX PLYWOOD OVER INSULATION W WASHINGTON PIPE CHASE EXTERIOR WALLS ONLY. STATE 12"0 HAND PEELED TENINOB T SPL R EDGEOS 2 X 8 STUD PARKS LOG SILL I 29, 32 3 TYPICAL KING STUD TO AND 2 X 8 PT SILL PLATE POST STANDOFF BASE RIVER ROCK VENEER 2 X 4 PT WD FURRING @ 16" O.C. — TYP. BE #2 DF 2x6 U.N.O. REC��RE��ATION MIMPSON ODEL C STRONG TIE I I BEYOND DOOR R5.9 FOAM INSULATION CO1Vi1v11SSION ;o „ 2" X 2" CERAMIC FLOOR TILE W/ COVE TYPICAL TRIMMER STUD 2 DOWNSPOUT 4" SLOTTED PVC STUB-OUT I I I DRAIN PIPE AROUND` ':. 4" CONC. FLOOR SLAB W/#4 REBAR 16" O.C. EACH TO BE #2 DF 2x6 U.N.O. SCHAFER PERIMETER SLOPE TO ' WAY. GRADE TO DRAIN Ye" PER FOOT (TYP.) STATE PARK .t 3' I DRAIN < c n o8 . ° ° -------------=---°____'___--_ 2„ R10 POLYSTYRENE THERMAL ceoc3000 :;: ::: z �Ilk�llk�ll�llll INSULATION. SEE SPECS. o � IIAII� RELOCATE 4 Q ao — NATIVE solL CAMPGROUND cE o N .. oo \ o p000 m� 1-7 in �g Gg o' O ' o coo (1) #5 REBAR CENTER 0„ (2) #5 CONT. BOTTOM OF POST (TYP) 12" CENTER FOOTING ON STEMWALL COMFORT STATIC EMBEDMENT (6) #4 REBAR EACH WAY 4" SLOTTED PVC DRAIN PIPE AROUND PERIMETER SLOPE TO DRAIN FILTER FABRIC 2' X 2' X 2'-0" 4" CONC. SLAB WALKWAY GRADED TO DRAIN AWAY FROM 1 CU YD OF 1-1/2" NOTE: CONCRETE FOOTING BLDG. USE #4 REBAR MAT 16" O.C. BOTH WAYS ARCHITECTURAL MINUS DRAIN ROCK DRY WELL BOTTOM 4" CRUSHED AGGREGATE ELEVATION TO BE DETAILS 1 4"0 SCH 40 PVC ABOVE 22.0'. 1 DRY WELL 31A32 EXTERIOR WALL SECTION SCALE NONE 9 °=%,WE INCHEs SHEET 32 OF 69 3 9 FILE NO. CAD NO. OC-ARCH DETAILS-2-2,�� EDGE NAIL W/ 8d's 06" O.C. ROOF SHEATHING 1 2" PLYWOOD OR 0 16" D.C. WALL / FOR INTERIOR WALL 7/16" OSB NAIL W/ (SEE FINISH SCHEDULE) FOR INTERIOR WALL Bd's ®EDGES AND 12" O.C. FIELD LOCATE. (SEE FINISH SCHEDULE) VENT W/(1) 30 HOLD SEE FINISH SCHEDULE — — — — — — I ® 24" O.C. BOTH WAYS 4" CONC. SLAB I PIPECHASE 2" POLYSTYRENE THERMAL INSULATION 6 MIL BLACK VISOUEEN ROOF TRUSSES I 4" PEA GRAVEL I I I (2) #4 BAR CONT. W/ 24" LAP JOINT DETAIL -- -- MINIMUM LAP SPLICES N.T.S. 12" 6 INTERIOR WALL SECTION A35 CUPS DBL TOP PLATES 31 33 N.T.S. ® 24" O.C. 2 X 8 FRAMING 8" O.C. BLOCKING PANEL SECTION 1r FURRED WALL USING ACTION BY DATE PROVIDE XYII X 12" HOPE 2X4 PRESSURE TREATED N.T.S. DOOR SWEEP Tb" X 34" X 10" LUMBER ®24" O.C., DESIGNED SWD 2/12/2 PLASTIC DOOR KICK PLATE FASTENED WITH #12 X 3" ORAwN SVH 2/12/2 FASTEN WITH 1 1" #10 PAN HEAD fl fl SCREWS ® 24" O.C. CHECKED(FIELD) SS SHEET METAL SCREWS CHECKED(HDQTS.) 4" O.C. #2 DF (2) 2 X 8 HEADER — TYP. 1 }" R-10 RIGID INSULATION FF EL 128.20' TILE (SEE FINISH SCHEDULE) X 4 TRIM X 10 2%SLOPE k" TILE BACKER CAULK )¢" RADIUS ----FIBERGLASS FRAME EDGE BOTH SLABS n.... ----- SECURE FRAME PER MANUFACTURER'S PROJECT ENGINEER REQUIREMENTS MACHINE BO TSG YRE THE AL FIBERGLASS DOOR WASHINGTON n 1 1/2.0 COUNTERSINK INSULATION II SEE LAP JOINT DETAIL FOR MORE INFORMATION DOOR SWEEP STATE `u N.T.S. DOOR JAMB& HEADER 0 PARKS N.T.S. ° AND U :8° 90' DOOR CLOSER ON ALL J°° DOORS 3-5 PSI PRESSURE TO 3'-0" OPEN DOORS RECREATION CONIlVIISSION e u u' SIGN W/FRAME. SCRAPER 4 X 10 4 X 10 \ UNISEX STATE PARK fl 1/2• HOLES(2) TYP 1 1//2"0 COUNTERSINK 5/$° X 10" LAG BOLTS HOG B°:8 8" "CIPCO" PLASTIC PUSH /PULL HANDLE WLL RELOCATE U #5 REBAR HAND PEELED LOG 11"0 AT TOP o THUMB DEAD BOLT CAMPGROUND :8 � s EMBED 12" INTO CONC. LATCH & 10" INTO POST r` 1" POST STANDOFF BASE SIMPSON STRONG TIE MODEL CPS7 n 3" MINIMUM COMFORT STATIOf SIDECOVER LOUVER, CP i 1 j STD INVERTED 2' X3' X2' M V12" X4" CONCRETE FOOTING W/BUG SCREEN N .$• ° ARCHITECTURAL 0 DETAILS 2 PROVIDE WALL DOOR STOP INTERIOR SIDE }" X 34" X 10" EXTERIOR SIDE SCALE 3 COLUMN & BEAM ANCHOR DETAIL W/ MANUAL HOLD—OPEN PLASTIC KICK PLATE AS NOTED 9 3 N.T.S. HOOK 5 �' ENGAGED PROJECTION IVES WS44B26D SATIN CHROME a DOOR SHEET 33 OF 69 (ONE FOR EACH DOOR) VLL3y N.T.S. FILE N0. CAD N0.12CSConcDetails.d 2x8 STUD SHEET NOTES: STRUCTURAL SLAB: EXCAVATE MINIMUM OF 18" AND BACKFILL WITH CSTC. 2x8 PT SILL PLATE 2j" X 8" MARENAKOS FOUNDATION SHOULD NOT BE CONSTRUCTED IN OR ABOVE TENINO SPLIT EDGE SILL LOOSE, ORGANIC, OR EXISTING FILL SOILS. 2x4 PT. WD FURRING RIVER ROCK VENEER HARDI SIDING ® 16" O.C. — TYP. }" PLYWOOD CONC. CURB AS SHOWN W/ (2) #5 TOP & (1) #5 R25 VAPOR BARRIER BOTTOM 2 X 2 BLOCKING N 12" WIDE HENRY BLUE SKIN SA SIDEWALK FLUSH WITH FINISH FLOOR 14 X 3 FLASHING W/ HEMED EDGE CONCRETE SIDEWALK WITH #4 FINISHED PER PLAN REBAR MAT 16" O.C. BOTH WAYS CAULK TOP ELEV. VARIES x x x x x x x 21" ACTION BY DATE z TE X 8" LIT EDGE DESIGNED LM 3 30 • II SILL GASKET TENINO SPLIT EDGE DRAWN SVH 3 30 SILL aD CHECKED (MEW) cO ' #5 x L TO MATCH CHECKED HDQTS. 2" R10 POLYSTYRENE VERT. ALT. HOOKS THERMAL INSULATION. I I I 4" SLOTTED PVC DRAIN PIPE AROUND R5.9 FOAM BITUMINOUS COATING SEE SPECS. PERIMETER SLOPE TO DRAIN INSULATION FULL FACE (2) #5 CONT. BOTTOM CENTER FOOTING ON RIVER ROCK VENNER STEMWALL A FOOTINGANDREBAR PROJECT ENGINEER 30 34 D® WASHINGTON STATE TILE " TILE BACKER PARKS VAPOR BARRIER INTERIOR } PLYWOOD Z AND SIDE HARDIE SIDING RECREATION SIDECHASE 7X4 00 PLYWOOD SHEATHING COMMISSION 2 x 6 STUD ® 16" O.C.TN 1j X 3 FLASHING W/ HEMED EDGE SCHAFER F /NTER/OR IiYALLS CAULK STATE PARK 31 34 2j" X 8" MARENAKOS 3 x 8 PT PLATE TILE 0 SILL SPLIT EDGE RELOCATE 2 x 8 STUD 3" TILE BACKER J" PLYWOOD PROVIDE FLASHING AT CAMPGROUND 2 x 6 STUD TILE DOOR AND WINDOW PERFORATIONS PER g ® 16 O.C. k" TILE BACKER MFR. INSTRUCTIONS. PLYWOOD COMFORT STATIC z AT 16" ON RESTROOM o CENTER SIDE N RIVER ROCK VENEER w RESTROOM BEYOND DOOR SIDE 1/2" COX ® ARCHITECTURAL SHEATH PLYWOOD • ANCHORRIVER ROCK VENEER PROVIDE MASONRY Yz X 8 HARDIE PLANK LAP SIDING PAR PET NOT SHOWN �" TILE BACKER REQUIRED BY CODE "DUROAWALL" DETAILS 3 WITH VAPOR BARRIER BACKING TILE DA-213 OR DA 210 1" AIR GAP SCALE D SHEAR WALL E INTER/OR WALLS 2 SPL/TEDGES/LL AS NOTED 31 34 31 34 29, 32 3 N.T.S. SHEET 34 OF 69 FILE NO. CAD NO. T9601-2--_1:>W (2)ROWS 8d's AT 4"O.C. PLYWOOD ROOF DECK 2x DECKING A \/ 2 X 6 TRUSS /\ 6" O.C. EDGE NAILING STUD WALL WALL SHEATH 5/8" PLYWOOD OVER INTERIOR TRUSSES 2x CAR DECKING OVER TIMBER TRUSS T — � - - - - — T— T — T — T — T — T — T — T — T — T — T — T — T — T — - - - - IT T I III I I I I I I I I I I I I I I I I II I [,/,—I ACTION BY DATE — — — — — — — — — — — — — — — — — — — —® — DESIGNED S W D 2 I 1 2( I I I I I I I I I I I I I I I I I I I I I I E SECTION AT GABLE END DRAWN SVH II 2c CHECKED(FIELD) I I I I I I I I I I I I I I I I I I I I I I 35 35 NOT TO SCALE CHECKED(HDQTS.) I II I I I I I I I I I I I I I I I I II I I I� I I I I I I I I I I I I I I I I II I(If I I II m� I I I I I I I I I I I I I I I I :2�W II I II WW � II I I II 0Ja I I I I I I I I I I I I I I I I w�a II I W w r 7) TIMBER FRAME II I X CO m`� I I PROJECT ENGINEER I I I II II II aLd�~ II II II II II II II II II II II II I II I III W � I W W/ (2)5"0 BOLTS WASHIVGTONjo a I I STATE o L 7x4x8x0'-5" PARKS 11 BOTH SIDES AND I I I I I I I I I I I I I I I I I II I \III / I I I I I I I I I I I I I I I I I I I I RECREATION I I I I I I I I (2)-5'0 EACH COMMISSION I I I I I I I I I I I I I I I I ANGLE I I I I I I I I I I I I I I I I I I I I I I BEAMS SCHAFER I I I I I I I I I I I I I I I I I I 1 1 E I I I STATE PARK 1 — 3s 3s 11 I C SECTIONAT EXTERIOR TRUSSES 35 35 I I I I I I I I I I I I I I I I I I I I I I 35 36 NOT TO SCALE F — � — = = ► I I I I I I I I I I I I I I I = _ _ � _ � I I I I RELOCATE CAMPGROUND I I I I I I I I I I I I I I I I I I I lil I I II I I I I I I I I I I I I I I I I I,I I I I I I I I I I I I I I I I I I I I I I I I COMFORT STATIOf T = T = T = T = T = T _ T _ � _ � _ _ _ _ I I I I I I I I I I I I I I I I I I I ICI I — - - - - L — L— L — � — L — I - - - L — — � — L — L — � — L — L — - - - - — HAND PEELED ARCHITECTURAL LOG COLUMN DETAILS 4 U SCALE 4' FRAMING PLAN SHEET 35 OF 69 D 8 FILE NO. CAD NO. D-STRUC-NOTES&DETA General notes: These structural notes supplement the drawings.any discrepancy found among the drawings,these notes,and the site conditions shall be reported to the Engineer,who shall correct such discrepancy in writing. Any work done by the Contractor after discovery of such discrepancy shall be done at the contractor's risk. The Contractor shall verify and coordinate the dimensions among all TABLE 5 the drawings prior to proceeding with any work or fabrication. The REQUIRED TESTING FOR SPECIAL INSPECTIONS Contractor is responsible for all bracing and shoring during construction. TESTING All construction shall conform to the applicable portions of the latest edition of the SYSTEM OR MATERIAL IBC CODE CODE OR STANDARD FREQUENCY REMARKS ROOF SHEATHING. International Building Code except where noted. REFERENCE REFERENCE CONT. PERIODIC ROOF TRUSS. Design Criteria: 1704.4 1.Live Load = 30 PSF(Snow) PLACEMENT OF CAST-IN-PLACE 1911.1 ACI 318 1.3.2.0 X ALL BOLTS VISUALLY INSPECTED BLOCSING G 2.Dead Load= 15 PSF(Roof) ANCHOR BOLTS 1912 1 PANELS. 47 PSF(Masonry Wall) 1704.4 150 PCF(Concrete) 1904 ACI 318 1.3.2.A 3.Wind = 2015IBC Exposure B @ 110 mph,3 second gust VERIFYING USE OF 1905.2-4 ACI 318,CHAPTER X PRIOR TO CONCRETE Importance factor 1.0 REQUIRED MIX DESIGN(S) 1913.2 4 PLACEMENT 4.Earthquake= 2015 IBC, 1913.3 ACI 318 5.2-5.4 Ss=1.374 Site Class D SIMPSON HGA10KT SL=0.562 CONCRETE PLACEMENT 1704.4 ACI 318 1.3.2.D X EACH TRUSS. IE=1.0 Seismic Use Group I 1904.9-10 ACI 318 5.9-5.10 SDS=0.916 1704.4 ACI 318 1.3.2.D SD,=0.562 Special Reinforced Mason Shearwalls CONCRETE/SHOTCRETE 1905.11-13 ACI 318 5.11-5.13 X FOR 3 DAYS AFTER CONCRETE SIMP #2 HF DSL 2x PLATE. ' p Masonry CURING 1913.9 PLACEMENT (TRUSS BLOCON S NG TO W. 2X 8 WALL R=6.5 (TRUSS BLOCKING TO WALL) ACTION BY DATE p=1.3 Non-Redundant Structure 1704.4 SPECIAL INSPECTIONS APPLY TO SHAPE,LOCATION AND DESIGNED SWD 211212C Cs=SDS I/R VERIFICATION OF FORMWORK 1906.1 ACI 318 6.1.1 X DIMENSIONS OF THE CONCRETE MEMBER BEING FORMED #2 DF(2)2X 8 HEADER-TYP. DRAWN SVH 2/12/2C V=pCsW V=0.183W for Load Factor Design MASONRY LEVEL 1 SEE FINISH SCHEDULE CHECKED(FIELD) Cs=0.7 SDSI/R VERIFICATION OF SITE- ACI 530,1.15 CHECKED(HDQTS.) V=p CS W PROPORTIONED MORTAR ACI 530.1.2.6A X PRIOR TO MORTAR&BLOCK PLACEMENT V=0.128W for Allowable Stress Design A TYPICAL DOOR HEADER 5.Soil = 1500 PSF,Assumed Bearing Capacity PLACEMENT OF REINFORCEMENT ACI 530.1.13 X PRIOR TO GROUT PLACEMENT 45 PCF,Active Pressure AND CONNECTORS ACI 530.1,3.4 250 PCF,Passive Pressure CONSTRUCTION OF MORTAR ACI 530,1.15 ROOF SHEATHING 0.45 Coefficient of Friction JOINTS 1704.5.1 1704.5.2 ACI 530.1.3.3B X PRIOR TO GROUT PLACEMENT ROOFTRUSS Concrete&Reinforcing Steel: SIZE AND LOCATION OF 1704.5.3 ACI 530,1.15 X PRIOR TO CONSTRUCTION OF MORTAR JOINTS STRUCTURAL ELEMENTS ACI 530.1,3.3G 1. All concrete work shall be per the 2015IBC Chapter 19.Tolerances shall be ANCHORAGE OF MASONRY TO ACI 530,1.15 per IBC Chapter 19,Section 7. Mixing,placement,&inspection shall be per FRAMES,STRUCTURAL MEMBERS, ACI 530,1.2.2(e) Sections 03,04,05&06.AII reinforcing shall be ASTM A615 Grade 60 except AND DIAPHRAMS INCLUDING:TYPE, ACI 530,2.1.4 X PRIOR TO PLACEMENT OF ROOF FRAMING as shown on the plans. SIZE AND LOCATION OF ANCHORS ACI 530,3.1.6 2. All reinforcing shall be ASTM A615 Grade 60 except as shown on the plans. PROJECT ENGINEER 3. Concrete shall be in accordance with ASTM 150.fc=2500 PSI @ 28 day ACI 530,1.15 slump=4" maximum,6%Air entrained SIZE,GRADE AND TYPE OF ACI 530,1.13 X PRIOR TO GROUT PLACEMENT WASHINGTON REINFORCING STEEL ACI 530.1,2.4A Carpentry; ACI 530.1.3.4 STATE 1. Structural framing shall be#2 Douglas Fir. LOCATION OF REINFORCEMENT ACI 530,1.15 SIMPSON A35 EACH TRUSS 2. 8x columns shall be#1 Douglas Fir. AND CONNECTORS AS MASONRY ACI 530.1,3.4 X PRIOR TO CONSTRUCTION OF MORTAR JOINTS TO TOP OF WALL. PARKS 3. 2x joists shall be kilned dried and stored in a dry area prior to installation. CONSTRUCTION BEGINS ACI 530.1,3.6 #2 HF 2x PLATE. 4. Roof trusses shall be by a preapproved manufacturer and constructed ACI 530.1.15 2 X 6"STUD WALL AND A ti according to the specifications of the Truss Plate Institute. PROTECTION 2104.4 COLD/HOT WEATHER MASONRY 2104.3 ACI 530.1.1.BC X PRIOR TO CONSTRUCTION OF MORTAR JOINTS SEE FINISH SCHEDULElt/11 . ACI 530.1.1.8D RECREATION Truss manufacturers are responsible for all bracing of the trusses including end VERIFYING GROUT SPACE IS 1704.5.1 ACI 530,1.15 PRIOR TO GROUT PLACEMENT.EACH GROUTED wall bracing and all other bracing between the building and the trusses unless CLEAN PRIOR TO GROUTING 1704.5.2 ACI 530.1,3.2D X COLUMN OF VERTICAL CELLS SHALL HAVE A CLEAN INTERIOR WALL TO TRUSS CONNECTION specifically shown otherwise on the drawings. 1704.5.3 OUT AT THE BOTTOM OF THE WALL B CONIlVIIS SION ROOF 5. Plywood shall be nailed 6"D.C.edges and 12"D.C.field with 8d's unless COMPLIANCE WITH REQUIRED SHEATHING. otherwise noted on the drawings. INSPECTION PROVISIONS OF THE ACI 530.1.15 CONSTRUCTION DOCUMENTS ACI 530.1.1.5 X PRIOR TO EACH INSPECTION PROCESS SC HAF ER Hardware: AND THE APPROVED SUBMITTALS ROOF TRUSSES Q 24"OC. SHALL BE VERIFIED (3)-16d9 EACH FLAT 2xTO TOP PLATE. STATE PARK All connection hardware shall be Simpson"Strong Tie",unless noted otherwise. CONCRETE 2 X 6 HF TOP PLATE. Connection hardware exposed to weather or in contact with the ground or CONCRETE STRENGTH ASTM C39 EACH 150 CY OR FLAT 2x6s @ 12"OC BETWEEN TRUSSES. pressure treated wood shall be galvanized per ASTM A-123 with 1.25 oz.of zinc CONCRETE SLUMP 1704.4 ASTM C143 LESS THAN EACH FABRICATE SPECIMENS AT TIME FRESH CONCRETE IS spelter per square foot of contact area. CONCRETE AIR CONTENT 1905.6 ASTM C231 5000 SF OF SLAB PLACED CONCRETE TEMPERATURE ASTMC1064 OR WALL PLACED (3}16d'sEACHENDOFFLAT2x RELOCATE CAUTION: MASONRY CAMPGROUND PLACE TRUSSES PER MANUFACTURER'S RECOMMENDATIONS. BRACE PER 2X6"STUD WALL RECOMMENDATIONS. ASTM C62 2105.2.2.1 ASTM C216 SEE FINISH SCHEDULE. CONTRACTOR TO FIELD VERIFY ALL CONDITIONS AND ELEVATIONS. UNIT STRENGTH METHOD MANUFACTURER/SUPPLIER AASTM STM C556 C INTERIOR WALL ANCHOR CONNECTION ASTM C90 COMFORT STATIC PRISM TEST METHOD 2105.3 ASTM C1314 X PRIOR TO MASONRY CONSTRUCTION ARCHITECTURAL NOTES & DETAIL% SCALE NONE SHEET 36 OF 69 FILE NO. CAD NO. 1" THICK SOLID PLASTIC BENCH 12" X 23" TILE 12" X 23" TILE 43 3°x 2"x 1/4" STAINLESS STEEL 18"X36" MIRROR 37 37 12" X 23" TILE GFCI OUTLET 2 X 6 STUD WALL LAVATORY 18" VERT. 18" VERT. 3/8"SS THRU BOLT ---- __ _ ___ GRAB BAR GRAB BAR WITH WASHER AND 40" 8" SUPPLY TUBE WITH LOCK NUT(PROMDE —� 3°x 2°x 1/4° BABY ELECTRIC HAND 36" HORIZ. LOOSE KEY ANGLE STOP BLOCKING AS REQUIRED) STAINLESS STEEL CHANGE DRYER GRAB BAR TUBE. TABLE GRAB BAR GRAB BAR CONCRETE STEM WALL. FINISHED FLOOR. FP TP � 1/2"EXPANSION NOTE: - - o ANCHOR INTO STEMWALL IM M to FABRICATE 16°x 36° BENCH. "' BENCH DETAIL FEMININE PRODUCT DISPOSAL g" TOILET PAPER DISPENSER 1FI 8 18 N.T.S. WASTE BASKET WALL SH FINISH AND LDRAIN ATE H.W. SUPPLY TOILET PAPER DISPENSER LOCATED 3" BELOW GRAB BAR INTERIOR ELEVATIONS - RESTROOM ACTION DATE DESIGNED $W�/ND 2/12/2C DRAWN SVH 2/12/2C I I CHECKED(FIELD) " F- -1'-6" NORTH CHECKED(HDQTS.) FRAME: ONE-PIECE, ROLL-FORMED I I 3/16"0 HOLE FOR #10 /111 STAINLESS STEEL WITH BRIGHT 3" _____ VANDAL RESISTANT LOCATION FINISH TYPE ANNEALED FINISH. CHANNEL J" X BOLT (TYP 6 PLACES) CEILING FLOOR NORTH WALL EAST WALL SOUTH WALL WEST WALL LJ X A" WITH 90' MITERED CORNERS. I I RM 1 RM 2 DOUBLE STRENGTH CONTINUOUS 1'-3' RM 1 FRP TILE TILE TILE TILE TILE INTEGRAL STIFFENER ON ALL SIDES MIRROR: LAMINATED RM 2 FRP TILE TILE TILE TILE TILE FOR ADDITIONAL STRENGTH. GLASS RM 3 FRP TILE TILE 11LE TILE TILE I- RM 3 RM 4 N BACK: GALVANIZED STEEL RM 4 FRP TILE TILE TILE TILE TILE w MIRROR: LAMINATED GLASS 1'-3" I RM 5 FRP TILE TILE TILE TILE TILE RM 9 SHELF: 18 GAUGE STAINLESS STEEL I RM 6 FRP TILE TILE TILE TILE TILE RM 5 RM 6 PROJECT ENGINEER ARCHITECTURALNTH EXPOSED SURFAC SATIN ES IN 3 RM 8 FRP TILE TILE TILE TILE TILE FLANGED FRONT AND SIDE, WELDED RM 9 PLYWOOD FIN. CONC. PLYWOOD PLYWOOD RM 7 RM 8 WASHINGTON TO FRAME STATE SHELF BRACKET: 16 GAUGE STAINLESS STEEL 5 FINISH SCHEDULE SOUTH PARKS 43 MIRROR DETAIL COMFORT STATION AND IV 37 37 RECREATION SHOWER CONTROL/DIVERTER VALVE. (TYP.) COr ern� SSION ACCESSIBLE SHOWER HEAD. Iv1Lv11�.7�7 J SCHAFER 3 ¢ STATE PARK In FLUSH MOUNT Q STANDARD SHOWER J¢ COIN METER m 07 x J � HEAD (TYP.) 3 x N c0 tD N x FLUSH MOUNT SOAP x o � N FLUSH MOUNT 2 RELOCATE SHAMPOO HOLDER TO N x COIN METER COORDINATE WITH H CAMPGROUND N WALL TILE COLOR. FLUSH MOUNT Ix of T COIN METER 16" x 34 1/2" L-SHAPED 54" �j 6" MAX. 36" 0 FOLDING SHOWER BENCH x INSIDE SHOWER WITH FULL WALL HYDRANT 6" MA o WALL HYDRANT 12° w FP 8 SUPPORT. (WATERPROOF (ONE IN EACH x I (ONE IN EACH COMFORT STATIC FEMININE CONSTRUCTION.) (TYP.) SIDE OF COMFORT `V in `F SIDE OF COMFORT PRODUCT STATION) M ) M DISPOSAL STATION GENERAL SHEET NOTE: 27" so° la" x 36" BENCH INTERIOR ALL DIMENSIONS ARE BASED ON FINISHED WALL, OUTSIDE SHOWER. (TYP.) ELEVATIONS SIDE WALL CEILING, AND FLOOR SURFACES. PIPE CHASE WALL SIDE WALL N.T.S. N.T.S. N.T.S. SCALE INTERIOR ELEVATIONS - SHOWER ROOM NONE SHEET 37 OF 69 FILE NO. CAD NO. OC-PLUMBING.DV1 _ ------ ------ ------a I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I SINK DRAIN I I r�lo ISEE DETAIL/79 II I I I I I I I a I I I ------- I 30 3 I I I M I - � I I I ^ I I I I I I I I I I I I I I I I -- ----) I RM 1 FV i I FV RM 2 -- I Ell I RM 1 RM 2 m O I O O i O MOP BASIN DRAIN a a SEE DETAIL ! 25 I O I ACTION BY DATE 38 4 I I DRAWN SVH 03 29 i FV I CHECKED(FIELD) RM 4 RM 3 (�i E RM 4 RM 3 I I CHECKED(HDQTS.) `CJ� 1 i i SHOWER DRAIN (TYP 3 PLACES) SEE DETAIL PROPANE INSTANTANEOUS Q 26 HOT WATER HEATERS O ! 1 38 41 28 o I 38 90 0 ! I I RM 5 I RM 6 RM 5 ; RM 6 J I I O O O I O I 1 O RE-CIRCULATION SYSTEM EDI O 1 � [- :[I]] PROJECT ENGINEER -C Ell I D I EXPANSION TANK y l i L___ ___ WASHINGTON I STATE I ® I AUX. HOT WATER TANK FV FV I RM 7 � I RM 8 I RM 7 RM 8 PARKS I -------A AND R 9 I L.P. GAS ENTRYI 2 j RECREATION I I I I I SHUT-OFF VALUE 38 q I I i I COIVMSSION cj I I I I I o I I I I I I I I I I I Lo------j Q------I�----C�O-�-\�I--- ---a------QL-------� �------1 Q------J-------- I 1 ------L------0 ------- SCHAFER STATE PARK �- PROPANE PIPING RELOCATE _ CAMPGROUND EXISTING PROPANE TANK COMFORT STATIOf WATER SUPPLY & DISTRIBUTION WASTE. DRAIN & VENT PLAN PLUMBING LEGEND: �y NOTES: PLUMBING PLAN FLUSHOMETER VALVE N GATE VALVE COLD WATER SUPPLY SOLENOID VALVE PROVIDE "WADE" SHOKSTOP WATER HAMMER SCALE T STOP & RISER VALVE HOT WATER SUPPLY LP GAS SHUT-OFF COCK ARRESTORS ON ALL FLUSHOMETER VALVES TEMPERATURE GAUGE O — — TEMPERED WATER AND FIXTURES PER I.P.C. REQUIREMENTS. AS NOTED ® LP PRESSURE REGULATOR M (DCVA) DOUBLE CHECK SUPPLY --I) REDUCER CHANGED SIZES ON THE TRAP ARMS FOR SHEET 38 OF 69 HB HOSE BIBB WITH VALVE ASSEMBLY —_._— L.P. SUPPLY PIPE THE SHOWER DRAINS AND WATER CLOSETS FILE N0. VACUUM BREAKER OM METER BLACK IRON PIPE CAD NO. OC-LOOP-I-PLUMBING DIAGRAM.[ AIR ARRESTOR I \ �TO VENT HB `\ J 2" CLEANOUT / vV WG r WAS M \ W/ THREADED CAP GPS METER I WALL PG i FROM WATER SUPPLY TO SINK DRAIN I L,. I AIR ARRESTOR 2"0 ABS i CIRCULATING I PUMP It / st J CONCRETE FLOOR 5 r r y,. ACTION BY DATE DESIGNED SWD 12 2( I EXPANSION /.- S GM '/'" DRAWN SVH 2 12 2C /- SAMPLING TAP SINK DRAIN DETAIL CHECKED(FIELD) CHKKm(HDQTS.) 30 39 (TYPICAL ALL SINK & URINALS DRAINS) HOT WATER STORAGE \ �/ N.T.S. _ TANK \ -/' REGULATOR TOPANE TANK I / PROP R /'' PR03ECT ENGINEER 18 WATER & GAS SUPPLY AND DISTRIBUTION DIAGRAM WASE INGTON 40 39 N.T.S. STATE VTR LEGEND PARKS 18 COLD AND VENT STACK VTR F vN� WARM ------"-" RECREATION HOT -------- CONMSSION VENT STACK / TO I\AINFIELD GAS — — SCHAFER CM COIN METER STATE PARK VTR LAV �hh�CO CO CLEAN-OUT / VENT (TYP) \�/ �EOGe ops FD FLOOR DRAIN LAV WC MD of ° k FV FLUSH VALVE RELOCATE LAV GFHE GRAVITY FILM HEAT EXCHANGER CAM PG RO U N D we +�\ �� FIB HOSEBIBB moo° FD �,�� WC LAV LAVATORY VENT (TYP) MD MOP DRAIN LAV COMFORT STATIOP i FD WC WATER CLOSET WC \ SHUT-OFF VALVE f° FOof of e\°c\ /� \ FD SHOWER DRAIN PLUMBING LAV (TYP 3 PLACES) z CHECK VALVE DIAGRAMS INC �`� F oo P �, ►� Ml N \ W� \ \ DOUBLE CHECK VALVE SCALE WASTE, DRAIN, & VENT DIAGRAM AS NOTED SHEET 39 OF 69 N.T.S. FILE NO. CAD NO. OC-PLUMBING-DETAILS-1.D' 2x6 STUD. 2x BLOCKING. (3) — 16d ®ENDS OF 2x BLOCKING. N 3/4" PLYWOOD STUD AND"PLYWOOD GUSSETS. BACKER. (STAGGER BOLTS) 3/4" PLYWOOD SUPPORT GUSSET. 3/4" PLYWOOD SUPPORT (6) — 10d THROUGH GUSSET G GUSSET. AND INTO 2x BLOCKING. (TYPICAL BOTH GUSSETS) 2x BLOCKING. OPEN ATTIC SPACE. I I 27 SUPPORT DETAIL I I _ _ 5"0 CHIMNEY VENT PIPE THROUGH (NO SCALE) OPEN ATTIC ATTIC AND ROOF ' 1 SPACE. �J ACTION BY DATE IIII r DESIGNED SWD 2/12/2 DruWN SVH 2/12/2 • TWO — 5"x 14" COMBUSTION AIR RELIEF CHECKED(FIELD) VENTS & PLENUMS AT I I WITH BLOCK NG/STRAPPIC G. (LOCATE RE CHECKED(HDQTS.) I I I I j ABOVE WATER HEATERS.) - I R-38 BATT INSULATION. ADAPT 5"0 12" ' 112" 24" S.S. INSULATION SHIELD AND VENT SUPPORT FITTING AT CEILING PENETRATION. i 2x12 BAFFLE BLOCKING BETWEEN TRUSSES EA. SIDE OF VENT. (6" CLEAR) MAINTAIN CODE CLEARANCE AT 1 R-38 BATT INSULATION. FLOW FLOW CEILING PENETRATIONS. S.S. INSULATION SHIELD AND 2x12 BAFFLE BLOCKING BETWEEN ` 1/2" ACX PLYWOOD CEILING. VENT SUPPORT FITTING AT ( ) { CEILING PENETRATION. I I TRUSSES. TYP. I TRUSS BOTTOM CHORDS 1/2" ACX PLYWOOD CEIA(5-0--- 5"0 —TRUSSES O.C. ®24" O.C. iPROIECT ENGINEER --- '- ------ ;- ---- — WASHINGTON 5"0 SS DOUBLE WALL INSULATED I ; 5'0 SS DOUBLE WALL IN STATE VENT PIPE THROUGH CEILING. 15 01 15"01 VENT PIPE THROUGH CE S.S. ADAPTER FITTING. (5"0 SIN S.S. ADAPTER FITTIn AT T�SSINGLE TO 5"0 DOUBIE WALL) SINGLE TO 5"0 DOUBLE 8" X 16" RET. DUCT FROM r[�L�jL" FURNACE WITH 4 EA. (4" X 12")SINGLE WALL S.S. VENT 5'0 S.S. SINGLE WALLTO BATHROOMS AND 2 EA. TO CONNECTOR PIPING IN _____ ___ ____________ _ VENT CONNECTOR PIPE. 7� DIAMETER SHOWN. (TYP.) —t OUBLE PLYWOOD SUPPORT PIPE CHASE AND I GUSSETS AT THREE PLACES. 3/4" PLYWOOD BACKER. (2) — 5"x 14" VENT RECREATION INSTANTANEOUS L.P. FIRE GRILLES IN CEILING. R I`,CREATION NSTANTANEOUS L.P. FIRED WATER HEATER WITH WALL DOUBLE PLYWOOD SUPPORT 27 WALL MOUNT WATER MOUNT BRACKET. GUSSETS IN CONIlVIISSION HEATERS (TYP. OF 2) THREE PLACES. SEE DETAIL _ 3/4" COX PLYWOOD I 2x BACKER BLOCKING. (TYP.) 2 BACKER. (96"W x 30'H) I I 2x BACKER BLOCKING (RIP TO PROPER WIDTH.)) ' 0 ALL AROUND. (TYP.) TWO U 5"x 14" COMBUSTION ' II AIR SUPPLY VENTS AND PLENUMS TO FLOOR LEVEL SCHAFER SECURE BOTTOM T SUPPORT FRAMING ANCHOR EACH END SECURE WITH BLOCKING PANEL TO WALL STUD WITH OF SUPPORT PANEL 12" STRAPPING. (LOCATE OPPOSITE STATE PARK METAL FRAMING ANCHOR. FROM WATER HEATERS.) (TYPICAL EACH END.) � FOR LAYOUT/CONNECTION OF COLD WATER, HO HW P W H LP CW WATER, AND L.P. PIPING. (SEE WATER SUPPLY& 40 39 2x6 STUDS ®16" O.C. o RELOCATE DISTRIBUTION DIAGRAM) 2x6 STUDS 0 16" O.C. (2) - 5"x 14' VENTOF CAMPGROUND a ` (EXPOSED) GRILLES WITHIN 12" FLOOR. e ;n � :. '. a d." STEM WA LL 5'-0 a FINISH FLOOR.' FINISH FLOOR. ..a "a " COMFORT STATIOf .. a a. G WATER HEATER SECTION PLUMBING DETAILS 28 WATER HEATER FRONT ELEVATION 0®' SCALE 38 40 ® AS NOTED o• 1' 2' SHEET 40 OF 69 FILE NO. CAD NO. OC-PLUMBING-DETAILS 2.D' SET FAUCET 2'-0" ABOVE DRAIN 24" X 24" X 10" DEEP MOP SINK 8 FLOOR DRAIN ADJUSTABLE FLOOR DRAIN W/SS STRAINER 4" THICK CONCRETE 2"x2" FLOOR TILE, FLOOR SLAB I FLUST WITH TOP 4" THK CONC. FLOOR OF DRAIN SLOPE f— SLOP d J00�00000�00000n Cf'0000000C 1__.4" COMPACTED FLOOR DRAIN GRAVEL BASE 25 MOP BASIN & DRAIN DETAIL 26 SHOWER DRAIN DETAIL 38 4 N.T.S. 38 4 N.T.S. PT 4" X 4" POST. SIMPSON FB-24 OVERSIZED PVC SLEEVE THROUGH WALL. 1" SCHED 40 B.I.P. AMON BY DATE FENCE BRACKET(TYP) SEAL PENETRATION WEATHERTIGHT WITH FLEXIBLE SEALENT. DESIGNED SWD 1 2C F L.P.G. SUPPLY TOL.P.G. REGULATOR. WATER HEATERS. DRAWN SVH 2 12 2( WRAP EXPOSED METAWC RISER TOCHECKED(FIELD) 6" MINIMUM ABOVE GRADE. cHECKED(HDQTs.) 2X4 PT STRINGER GAS SHUT-OFF VALVE WITHCAST IRON VALVE BOX. CODE APPROVED ADAPTER FITTING. �\ (I . BUILDING WALL II FOOTING. PROIEcr ENGINEER n WRAPPED 1° B.I.P. WASHINGTON .al� '.' 1" SDR 9 P.E. LP.G. '•. �'�a .. .a. PIPING TO LP. TANK. 30" MIN. STATE EXTEND B.I.P. 30"MINIMUM FROM PARKS °' .' °. •: 2"MIN. BUILDING WHERE NO SIDEWALK EXISTS. �r EXTEND B.I.P. 12" BEYOND EDGE OF AND SIDEWALK WHERE SIDEWALK OCCURS. 2 L.P. GAS ENTRY (SEE FLOOR PLAN) 8 4 NO SCALE RECREATION 3 FRAMING DETAIL CONIlVIISSION 4'-0" LAP JOINT (TYP) 9'-0" SCHAFER 35'-7 1/16" 6" 8'-O" g" 1/4" SPACE BETWEEN � BOARDS TOP TO BOTTOM STATE PARK co 2X4 PT STRINGER o (TYP) -SECURE 2X6 TO 2X4 � USING COUNTER SUNK 250 GAL. L.P. GAS STORAGE TANK BY p STAINLESS STEEL SCREWS RELOCATE STATE SPECIFIED CONTRACT L.P. 3 2" X 6" FENCE BOARDS I SUPPLIER. CONTRACTOR TO COORDINATE - - CAMPGROUND TANK DELIVERY, PLACEMENT, AND HOOK-UPS. (INCLUDES INITIAL LOCKING ROD -1 1-1/2" PAIR HEAVY DUTY L.P. TANK FILL-UP) w w 0 0 1" SPACE BETWEEN GALV. 8" STRAP HINGE n o I I PER SIDE 0 0 Tn CONC. PAD AND BOTTOM -t COMFORT STATIOP PADLOCKABLE GALV. GATE LATCH V) vJi OF FENCE BOARDS. (TYP) 2 X 6 FENCE BOARDS 5 1/4" SLOPE E CONC. SURFACE TO \�% .�� \r' �� DRAIN TO REAR (AWAY COMPACTED \�\ ` #3 REBAR O 12" O.C. PLUMBING FROM GATE) 1" CD NATIVE SOIL EACH WAY (TYP.) DETAILS 2 B SCHED 80 PVC SETIN CONCRETE SLAB 5-1/2" THICK EXCAVATE PIPE FOOTINGS 24" DEPTH 4" OF CONC. NOTE: - - BY 12" DIA.. FILL WITH CONC. ALL EXPOSED GAS PIPING IN SCALE SCH. 40 IRON PIPE FOR SAFETY B GAS TANK PAD SECTION AS NOTED z GAS TANK PAD PLAN SHEET 41 OF 69 FILE NO. CAD NO. OC-HEATING PLAN.DV �t 0Ell 3 ZONE DISTRIBU11ON PACKAGE Ell WHITE RODGERS 90 SERIES TOUCHSCREEN THERMOSTAT O MODEL: 1F95-1277 W/ ONE REMOTE SENSOR MODEL: F145-1328 4" CLR S (TYPICAL 3 LOCATIONS) ACTION BY DATE PLUMBING MECHANICAL PACKAGE DESIGNED 7:7SVH 03 30 T __ _ DRAWN SVH 03 30 �r--- 1/2" DIAM PX PIPE ® 9" O.C. T CHECKED(FIELD) OVER 2" POLYSTYRRENE T I I CHECKED(HDQTS.) THERMAL INSULATION I I I I I O I�L�- STATEI4" CLR Lo2" POLYSTYRENE O IOTHERMAL INSULATION IFlLLS TAPE SEAL ALL JOINTSoL—0 HW STORAGE TANK F MOUNT REMOTE SENSORO xy 5' ABOVE FLOOR (TYP) PROJECT ENGINEER 0 DWASHINGTON 16 ® PAA7RKS H H W TT u u RECREATION CONMSSION HYDRONIC HEAT-FLOOR PLAN HYDRONIC HEAT-THERMOSTAT LAYOUT 1' 3' 1' 3' SCHAFER D' 2' 0 2 STATE PARK 1/2"DIAM PX PIPE ; RELOCATE SANDWICH BETWEEN SUPPLY RETURN ; ; HOT WATER HEATER CAMPGROUND REBAR GRID MANIFOLD MANIFOLD z z _— CONC APRON ELECTRIC RESISTANCE HEATING COMFORT STATIOf __=__-=----- _--___ ----------__� IS NOT ALLOWED __-- --- - -__---_-------- 2" POLYSTYRENE NOTE: °o°o °o°O� °o'0 00 00 00° o0 0o THERMAL INSULATION THIS DETAIL IS FOR CONCEPT DESCRIPTION ONLY. °o 0 o 00 00° o°° oo° o°° PROVIDE A HEATER TO HEAT HYDRONIICD HEATING SYSTEM.R HEATING PLAN PROVIDE DESIGN CALCULATIONS & PLANS SCALE FLOOR LOOP DETAIL HYDRONIC HEAT DIAGRAM AS NOTED N.T.S. N.T.S. SHEET 42 OF 69 FILE NO. CAD NO. S-VENTILATION-.DV NOTE: rn ALL DUCT SHALL BE INSULATED. 6" RIGID PVC DUCT (TYP) SUPPORT 5' O.C. PROVIDE EXHAUST FAN IN EACH TOILET ROOM. NUTONE MODEL: QTXEN110. CONNECT TO VENT DIFFUSER WITH 6" DIA. RIGID PVC DUCT VENT DIFFUSER ; PROVIDE HUMIDITY SENSING EXHAUST ; W/SS BUG SCREEN FAN IN EACH SHOWER ROOM. ' NUTONE MODEL: QTXEN110S. ; ' CONNECT TO VENT DIFFUSER WITH 6" DIA. RIGID PVC DUCT I VENT DETAIL FOR HUMIDITY SENSING FANS ACTION BY DATE DESIGNED LM 07 13 21 PROVIDE HUMIDITY SENSING EXHAUST FAN IN EACH SHOWER ROOM DRAWN SVH 071131 NUTONE MODEL:QTXEN110S CHECKED(FIELD) CONNECT TO CENTRAL VENT WITH 6" DIA. RIGID PVC DUCT CHECKED(HDQTS.) PROVIDE VENT DIFFUSER IN SOFFIT (TYP) I I -------r---------T---- ----r----- ----i----------r--- ---r--------- -------- I I I I PF I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I j I I O O I I O O I I O------- ------- O PROJECI'ENGINEER 1' WASHINGTON STATE ® O4p O ; PARKSLLi F `. ----------� AND UQ_ 'NNF Im i RECREATION ® ® o 0 I Fo o I CONMSSION I I I I SCHAFE STATE PARK I I MMSC j j I PROVIDE EXHAUST FAN IN EACH TOILET ROOM WITH RELOCATE r--------- m O m O ---------I NUTONE MODEL: QTXEN110. CONNECT TO VENT CAMPGROUND c LI I DIFFUSER WITH 6' DIA. RIGID PVC DUCT C PROVIDE 6" DIA. RIGID PVC DUCT (TYP I ) O ; O COMFORT STATION 0 0 0 0 I VENTILATION PLAP I I I I I I I I I I I I I I I I I I I /�/��/ I I I ) I I SCALE u.L--------L---------1----�1---1----------I----------L---1L----1---------1- AS NOTED VENTILATION PLAN SHEET 43 OF 69 FILE N0. CS-23,25,27 (ID KEY NOTES. CAD NO. OC-ELECTRICAL PLAN.D\ CD10 1 PROVIDE, 225A SERVICE SEE SERVICE DIAGRAM ON SHEET XX. B MUL11—METER SHOWER CONTROLLER, PROVIDED BY PLUMBING. PROVIDE CONDUIT, WIRE, TYPICAL OF 5 5 CS-2 AND CONNECT MULTI—METER SHOWER CONTROLLER. COORDINATE W/PLUMBING ® CS-1 G CS-34 2� CS-6 0 PROVIDE CONDUIT, WIRE, AND CONNECT POWER TO HOT WATER STORAGE TANK. J COORDINATE W/PLUMBING. 1 RM 1 R z J ® PROVIDE OUTLET FOR HOT WATER CIRCULATION PUMP. PUMP AND CORD CONNECTION J 12 TO BE PROVIDED BY PLUMBING. COORDINATE W/PLUMBING. t 2 t / � CS-28 ® PROVIDE, INSTALL, HAND DRYERS (TYP. 5 PLCS), MODEL: WORLD DRYER A54 230VAC tOA. -69L 3 29 CS-24'263 © PROVIDE CONDUIT, DISCONNECT, WIRE, AND CONNECT POWER TO TANKLESS HOT WATER © J SE® I J 4 HEATER. (TIP 2 PLCS) COORDINATE W/PLUMBING. J I 0 PROVIDE HOT WATER HEATERS AND RADIAL FLOOR. SEE MECHANICAL FOR EXACT RM 3 RM 4 ) 2 LOCATION.z PROVIDE 2—INCH CONDUIT ONLY WITH PULLSTRING FOR FUTURE USE. STUB 10'-0" PAST LL �LL J CS-9,13© BUILDING. 5 / 7 6 � COORDINATE EXACT LOCATION FOR CONTROLLER WITH MECHANICAL. PROVIDE J sE CS-14 GALVANIZED RIGID STEEL CONDUIT ABOVE GRADE WITH CLASS 1, DIVISION 1 © J 9 CS-18 CONDUIT SEAL—OFFS ABOVE GRADE FOR SEPARATE POWER AND FLOAT CONTROL. ACTION BY DATE RM 5 RM s ® (CS-3413 #10 1D PROVIDE PHOTOCELL ON ROOF FACING NORTH. TIMECLOCK TORK #DZ5200A. DESIGNED LM 07 14 t z t OUTLET FOR CIRCULATING \ tt DRAWN SVH 07 14 {fl PUMP CORD CONNECTION O VERIFY EXACT LOCATION OF HEAT PUMP WITH MECHANICAL PRIOR TO ROUGH—IN. CHECKED(FIELD) LL CS-33 CHECKED(HDQTS.) AND HOT WATER 33 J CIRCULATING PUMP 7 GFI \ GFI tz PROVIDE CONDUIT, DISCONNECT, WIRE, AND CONNECT POWER TO 24V TRANSFORMER 31 PROVIDED WITH PLUMBING FLUSH VALVES. TRANSFORMER LINE POWER IS 120V 2—#12 ® J ® CS-5,39 \ CS-36,40 8 CONDUCTOR. SEE PLUMBING PLAN FOR FURTHER INFORMATION. RM 7 RM 8 ® #B \ #$ J A SEPTIC CONTROL PANEL 0 / G 9 PROVIDE 2—INCH CONDUIT t NEMA 3R 60AJ a 3 ® FOR FUTURE USE STUBBED CEILING 11 10'-0" PAST BUILDING REFLECTED CEILING PLAN POWER PLAN PROJECT ENGINEER DEPLUGGABLE TERMINAL _\ SPRING CLIPS(2) / \ \ WASHINGTON Z EXHAUST (HSE) FAN STATE PLAN REAR HOUSING RM 6 RM 5 PARKS PANELHSE HSE �C�� FRONT COVER � AND RECREATION CONIlVIISSION A OCCUPANCY SENSOR MOUNTING OVER—RIDE SWITCH FOR N.T.S. EACH HUMIDITY SENSING EXHAUST FAN SCHAFER B SHOWER ROOM EXHAUST FAN CONTROL DUAL TECHNOLOGY OCCUPANCY SENSOR. STATE PARK ^I^ CEILING MOUNTED WATT STOPPER CI-200-1, N.T.S. WITH POWER PACK,B120E-P A RED+24VDC 22 22 RELOCATE BLACK COMMON BLUE CONTROL OUTPUT Dnoo CAMPGROUND LAMP SYMBOLS MFT MODEL#DISCRIPTION VOLTS QTY TYPE BALLAST WATTS DISCRIPTION FUTURE IN ROOM 12"SQ FLO.EXTERIOR LIGHT FIXTURE-VANDAL RESISTANT 120 2 EA FLO ELECTRONIC 13 TWIN TUBE FLORESCENT 24V POWER PACK MANUAL TOGGLE COOPER LIGHTING,FAIL-SAFE,MODEL:FS P 26 120 EBTl-ABP VRSD SWITCH SF - r ® COMFORT STATIOf KEYLESS BASE W/FLO.LAMP 120 1 EA CF COMPACT 13 I IIII I L—J SF 3 EXTERIOR LIGHT FDCRJRE-VANDAL RESISTANT,MODEL:HUBBELL VGBL-1 120 1 EA LED GLOBE 11 VAPORTITE LED _ 360°PIR OCCUPANCY SENSOR-WATT STOPPER CI-200-1 24 NA NA NA NA 120V LINE CIRCUIT W/POWER PACK:B120E-P NEUTRAL OSOLATUBE LIGHTING KIT 120 1 EA CF COMPACT 13 ADD-ON LIGHTING KIT BY SOLATUBE ELECTRICAL PLAN A OCCUPANCY SENSOR MOUNTING - - N.T.S. SCALE LIGHTING FIXTURE SCHEDULE CF=COMPACT FLORESCENT AS NOTED SHEET 44 OF 69 FILE N0. CAD NO. OC-ELEC-PANEL-DIAGRAM-.D PANEL BOND COLD WATER PIPE PRIOR TO 12 / MAIN BREAKER WATER METER (PER NEC) BREAKER 42 CIRCUIT PANEL I iscoNNEcr INSTALL PER NEC BOND GAS PIPE PRIOR TO LP PRESSURE REGULATOR LOCATED NUE7RAL/GROUND OUTSIDE OF BLDG (PER NEC) Bus BAR EXISTING TRANSFORMER I-----I UTILITY OWNED I I I I I TERMINAL CONNECTIONS TO I BE MADE BY UTILITY COORDINATE W/ MASON COUNTY PUD 1 i ACTION BY DATE DESIGNED LM 0714 DRAWN SVH 0714 SEE SITE PLAN FOR CONDUIT, CHECKED(FIELD) CONDUCTORS AND GROUND SIZES. CHECKED(HDQTS.) PROVIDE LIFER GROUND OR 2 - 8' GALV GROUND RODS INSTALLED INSIDE PIPE CHASE 6' MIN DISTANCE APART INSTALL AND BOND PER NEC PANELBOARD NAME: COLFORT STATION(CS) PANELBOARD BUS RATING: 225A PHASES 1 LOCATION: CAMPGROUND SCHEDULE VOLTAGE. 240/120V WIRES 3 SERVICE DIAGRAM SHORT CKT RATING: 65 KaI. (NOTE 1) MAIN: 225A MCB BOTTOM MOUNTING: SURFACE NO.OF POLES: 42 N.T.S. LOAD LOAD CIRCUIT DESCRIPTION (KVA) (KVA) CIRCUIT DESCRIPTION 1 I ELECTRONIC ELECTRICAL METER 0.01 S 15 2P A 20 2P R 2.30 HAND DRYER-RM 1 2 3 - 15 2P B 20 2P 4 PROJECT ENGINEER 5 HYDRONIC HEAT PUMP 4.46 H 40 2P A 20 2P R 2.30 HAND DRYER-RM 2 6 7 --- a 20 2P --- e 9 HOT WATER HEATER-SHOWERS 4.40 H 30 2P A 20 1P R 2.30 HAND DRYER-RM 3 10 ,L 40 2P B 20 IF --- ,2 WASHINGTO 13 HOT WATER STORAGE-RADIANT FLR HEAT 4.50 H 30 2P A 20 1P R 2.30 HAND DRYER-RM 7 14 SPLIT-CORE CURRENT 15 --- 30 2P B 20 1P --- 6 SENSORS. INSTALL ACCORDING STATE 17 IN-LINE VENT FAN T 0.30 V 30 IF A 20 1P R 2.30 HAND DRYER-RM 8 1B 19 E%TERIOR LIGHTS 0.25 L 20 1P B 20 1P --- 20 TO MFR'S INSTRUCTIONS 21 PIPE CHASE&ATTIC LIGHTS 0.40 L 20 1P A 20 1P H 070 HEAT TAPE 22 7�A 77 jJ 23 PIPE CHASE&ATTIC RECEPTACLES 0.72 R 20 1P B 20 1P H 0!24 WATER HEATER-INSTANTANEOUS 24 PARKS 25 RM#I GFIC RECEPTACLE 1.90 R 20 1P A 20 1P H 0.24 WATER HEATER-INSTANTANEOUS#2 25 27 RM#2 GFIC RECEPTACLE 1.90 R 20 1P B 20 1P R 2.40 MULTI-METER SHOWER CONTROLLER 28 AND T-7� 29 RM 12 RECEPTACLE LED R 20 1P A 20 iP LM 0.50 HOT WATER CIRCULATOR PUMP 30 � A D 31 RM CFlC RECEPTACLE 1.90 R 20 1P B 20 1P V 0.20 HUMIRTY SENSING FANS 32 33 RM GFIC RECEPTACLE 1.90 R 20 1P A R 0.50 24V TRANSFORMER FOR FWSH VALVES 34 35 INTERIOR LIGHTS 0.35 L 8 40 2P 3.60 SEWAGE PUMP ZHP 36 RECREATION 37 INTERIOR LIGHTS 0.35 L A 36 39 SPARE 20 1P B 20 1P 0.20 SEWAGE PUMP CONTROL PANEL 40 41 SPARE 20 1P A 20 1P SPARE 42 CONMSSION CONNECTED DEMAND AMPS PER PHASE SUPPLY VOLTAGE 240 V UGHDNG(L) 2.1 Kw % 125% 2.6 Kw PHASE A 137.92 CONNECTED LOAD 41.1 Kw O n o SCHAFER RECEP<10(R) 10.0 Kw % 100% 10.0 Kw PHASE B: 137.17 DEMAND LOAD 34.1 Kw RECEP>10(R,R1) 0.5 Kw X 50% 0.5 Kw DEMAND AMPS 142 A LARGE MOMR(LM) 0.5 Kw % 125% 1.9 Kw STATE PARK OTHER MOTOR(OM) 0.3 Kw % 10DS 0.0 Kw Notes HEATING/AC.(H) 6.9 Kw X 100% 6.9 Kw 1 VERIFY AVAILABLE FAULT CURRENT AT TRANSFORMER SECONDARY. VENTILATION(V) 0.2 Kw % 100% 0.3 Kw NOTIFY ENGINEER IF AVAILABLE FAULT CURRENT IS LESS THAN 22,000 KITCHEN(g) 0.0 Kw % IDO% 0.0 Kw AMPS. DEDICATED(S) 0.0 Kw % 1DO% 0.0 Kw 2 PANEL SHALL BE LABELED FOR SERVICE ENTRANCE USE RELOCATE PANEL SCHEDULE LINE VOLTAGE CONNECTION CAMPGROUND PER NFPA 70 COMFORT STATIOf METER CONNECTION DETAIL ELECTRICAL N.T.S. DIAGRAMS & DETAIL! SCALE N/A SHEET 45 OF 69 FILE NO. CAD NO. PARKCODE-PROJELTCODE-YEAR-FILENAME GENERAL NOTES: WATER NOTES: ABBREVIATIONS: a 1. THE CONTRACTOR SHALL NOTIFY THE UNDERGROUND UTILITY LOCATE 1. WATER MAINS,VALVES,FITTINGS,HYDRANTS,SERVICES,AND ALL OTHER A.C. ASPHALT CONCRETE CENTER AT 1-800-424-5555 AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. COMPONENTS SHALL BE INSTALLED AND PRESSURE TESTED IN ACCORDANCE APWA AMERICAN PUBLIC WORKS ASSOCIATION WITH THE PROJECT SPECIFICATIONS. AVE AVENUE 2. THE CONTRACTOR SHALL PROTECT IN PLACE,ALL UTILITIES,STRUCTURES CAVES COMPOST AMENDED VEGETATED FILTER STRIP AND FEATURES,WHETHER OR NOT SHOWN ON THESE PLANS.ANY DAMAGE 2. THE CONTRACTOR SHALL NOTIFY CUSTOMERS INVOLVED OR AFFECTED OF C(L CENTERLINE CONCRETE C TO EXISTING UTILITIES OR FEATURES SHALL BE REPAIRED AT THE THE WATER SERVICE INTERRUPTION 24 HOURS IN ADVANCE OF THE CONTRACTOR'S EXPENSE. INTERRUPTION.THE CONTRACTOR SHALL MAKE EVERY EFFORT TO SCHEDULE CTT COURT WATER MAIN CONSTRUCTION WITH A MINIMUM INTERRUPTION OF WATER CU.YD. CUBIC YARD 3. LOCATIONS OF EXISTING FEATURES AND UTILITIES AS SHOWN ON THESE SERVICE. DR DIAMETER DR DRIVE DRAWINGS ARE APPROXIMATE AND BASED ON THE BEST AVAILABLE FL FLANGE INFORMATION.ACTUAL LOCATIONS SHALL BE DETERMINED BY THE 3. ALL WATER MAINS SHALL BE SIZE AND MATERIAL AS SPECIFIED ON THE FRP FIBERGLASS REINFORCED PLASTIC CONTRACTOR. PLANS. GA GAUGE a GAL GALLON 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE MEANS,METHODS AND 4. ALL NON-METALLIC PIPE AND SERVICES SHALL BE INSTALLED WITH GPD GALLONS PER DAY SEQUENCE OF CONSTRUCTION. CONTINUOUS TRACER TAPE INSTALLED 12 TO 18 INCHES UNDER THE FINAL H HORIZONTAL GROUND SURFACE.NO BREAKS OR SPLICES WILL BE ALLOWED. LF LINEAL FEET S. THE CONTRACTOR SHALL BE REQUIRED TO KEEP ACCURATE AS-BUILT MAX MAXIMUM DRAWINGS AND DELIVER THIS INFORMATION TO THE OWNER FOR 5. THE MINIMUM COVER FOR ALL WATER MAINS FROM TOP OF PIPE TO FINISH MIN MINIMUM PREPARATION OF AS-BUILT DRAWINGS. GRADE SHALL BE 36 INCHES UNLESS OTHERWISE APPROVED BY THE MJ MECHANICAL JOINT ENGINEER. NTS NOT TO SCALE NST NON-STANDARD THREAD z 6. 24 HOUR NOTICE SHALL BE PROVIDED TO ALL PROPERTY PE POLYETHYLENE OWNERS/OCCUPANTS OF ANY UTILITY SERVICE OR ACCESS INTERRUPTIONS. 6. WATER MAINS TO SHALL BE PROPERLY DISINFECTED,FLUSHED,AND HAVE A PL PLACE ACTION LBYDATESATISFACTORY BACTERIOLOGICAL TEST RESULTS FOR A WATER SAMPLE PSI POUNDS PER SQUARE INCH DESIGNED 7. STREETS SHALL BE SWEPT DAILY OR AS NEEDED. COLLECTED FROM THE PIPE. PVC POLYVINYL CHLORIDE DRAWN RD ROAD CHECKED(FIELD)8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR AND ABIDING BY SCH SCHEDULE CHECKED(HDQTs.) DEPARTMENT OF ECOLOGY GENERAL STORMWATER PERMIT. SEC SECTION SF SQUARE FEET SPECS SPECIFICATIONS ST STREET TYP TYPICAL 3�VL o WLEMFyr V VERTICAL o rye �cr s W/ WITH WSDOT WASHINGTON STATE DEPARTMENT OF TRANSPORTATION L A POF�SS�ONAI. REGISTERED STAMP WASEINGTON SEWER NOTES: STATE 1. ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH WASHINGTON STATE DEPARTMENT OF HEALTH STANDARDS UNLESS NOTED CIVIL PROPOSED LEGEND: PARKS OTHERWISE. AIR&VAC RELEASE VALVE AND2. COLLECTION LINES/SEWERS,LIFT STATIONS,AND MANHOLES MUST MEET WASHINGTON'S DEPARTMENT OF ECOLOGY'S PUBLICATION"CRITERIA FOR Tao BLOW OFF VALVE RECREATION SEWAGE WORKS DESIGN." en 3. THE DESIGN ENGINEER MUST CONDUCTOR WITNESS WATERTIGHTNESS GATE VALVE CONMSSION TESTING OF ALL TANKS,PRESSURE TESTING OF ALL CONVEYANCE PIPING, ♦ THRUST BLOCKING AND PRESSURE TESTING OF THE DRAINFIELDS. Y TYPICAL FITTING/BEND(FL) SCHAFER 4. THE MINIMUM COVER FOR ALL SEWER FORCE MAINS FROM TOP OF PIPE TO TYPICAL FITTING/BEND(MI) STATE PARK FINISH GRADE SHALL BE 36 INCHES UNLESS OTHERWISE APPROVED BY THE A� ENGINEER. —w— WATER LINE —ss— SEWER LINE —►— �— DRAINAGE VEGETATED FLOWPATH RELOCATE UTILITY PEDESTAL CAMPGROUND O COMMUNAL YARD HYDRANT CIVIL GENERAL NOTES SHEET Cl SHEET 22 OF 45 SCALE 30' 0 60' PARKS FILE# CAD NO. PARKCODE-PROJECICODE-YEAR-FILENAME MATCHLINE // t— -� / / ! p/ �x—x—'x�X \_ __ j ' j r _J ! 6 I s �. ry %X�_x_—x_x�� \ 'I \ � •t'- `3 < � < < � < I /ID 'I 06 I li \ <\ l' 1a , ' / I - y/ -- .,2a. MAT j a _ ` i�� \l.(/' 2s l'.,tih `� OC, p•p O s �_+ 1 \ 1 �� .1- J 1,.� '=`� — ` p, + 1 xi s'.. // /fir. T - _ �,,. �J ra• x - 4- 0+� / 3- `-=X . cif j� �; :; o f �a �4 ' •` / —X=�z\( //t/�a�� 011. IL C5 til%' _-128-� \ .I/K, 11 1 — \� 12 ACTION BY DATE \\ 1 I / } n DESIGNED XXX 11 16 20 / Gs. s /p , `\ V DRAWN XXX 11 16 20 tl �k{, / / / / / .t \ -, l �, , � ,� � � 0a. ,, � O I CHECKED(FIELD) XXX 11 16 20 jr r /,rl ,/� /// 1 1 (j 1•.� l X i' / , ` / CHECKED(HDQTS.) XXX 11/16/20 / \ V KEY NOTES: V KEY NOTE: DETAIL) �/ L^11 / A' / n �j%j / rl r _ \ j� ` ® I of wneyN SHEET Ol FUTURE WELCOME CENTER !,/ 1 3 i \ \\ r ,/ J/ l QI / P r \ \ j � -t T A O WETLAND(TYP) L ,/ //� I rr j ;rrt ' f t 1 \\ 1� `> I a y Hr 3O WETLAND BUFFER(TYP) + ® 1 F FGISTEaE�G O \� S'ONAL EC` ® CONSTRUCTION FENCE(TYP) 7/36 5 O COIR LOG(TYP) 8/36 06, s. _--, 2a'i J REGISTERED STAMP © 100 YR FLOOD LINE(TYP) - ' I \\ � j`r rr/ r j� ' +/ ` -_ /� I— O7 PROPERTY LINE(TYP) WASHINGTON 0- ' \ I STATE PARKS ------ r1�X�1% , AND \ �+ l ' f % 08 — RECREATION X ® �a \ `', i i CONMSSION x, �X� o � sLxroA�a ^F x \l t /`\� ` Imo,' ,'` — ,, SCHAFER STATE PARK x r� t t , r / � +� '�/,/ice /15 \\JI \ r/ �. �•„_: ? /} " � _ r' f RELOCATE CAMPGROUND TESC LAYOUT PLAN A SHEET C2 SHEET 23 OF 45 .,rye \ ` ,SEEENLARGEMENTPLAN, - THIS SHEET SCALE 30' PARKS FILE# MATCHLINE CAD NO. PARKCODE-PROIECTCODE-YEAR-FILENAME _ •� KEY NOTES: I �,28 -_ �_ ,� —• <� \ ��.3 ice` \ Oyu\ 3p�\ 2s.� KEY NOTE: SHEET o HOST SITE a 2 WETLAND(TYP) WETLAND BUFFER(TYP) - I 1 1 0 n \\\\ 4 CONSTRUCTION FENCE(TYP) 7/36 Jt \ +__ - c� ,Z`�'VA Q COIR LOG(TYP) 8/36 \ / � c II + x `� O / ©/ . I �\ '-• ® r © 100 YR FLOOD LINE(TYP) Oo /I \ y y` $ l a' / ;?s ��x (�i��r�.� J % \ \ O7 PROPERTY LINE(TYP) z NEW COMFORT STATION RESTROOM R \\ \ o\\ ryg/ _\w< oy O9 RIVER OHW I r �`r' 1 /' \\ /r \ `os �/ ° I O ` ��t \ �� _�\\ \ 10 RIVER BUFFER p o/ 01, fie'/�/ / \ O s^ \\\\\\\\\\, ACTION BY DATE - DESIGNED Xb( 11 16 20 '\✓ / 1 1' tf \\ \ {3,. 'tz \ \�\\\\\\�\ DRAwN X)OC 11 16 20 •°f40 \ \\O\\ \ �\ l' \,\\\\�\ CHECKED(FIELD) )00( 11 16 20 (Do. —-- \s \ ! \\ \\\\\ \ CHECKED(HDQTSJ )00( 11/16/2O o I \ \ \\\\\\ N , t - r`// JJ ///// I I I � _!fl � l'•, � o t I 6 \\\\\\\\\ N• M CLE I— , ( \ e' \\ I � \ \\\\�( \ a E pF WASyt.YNT3• 7 �+ fxcl) / I oe. \ 0. LH a r' \ fie, �'\ \� \\\\\ h 4�4\\\ REGISTERED STAMP u o „I \\ �® WASE INGTON �,°' x �+ ,'a`\\\ STATE ,ti9' S �� PARKS r 1 / 9 r AND 01" RECREATION t/ ! - % / 7 \\ l_"2s Q- /// Qo.l \\ \� /\ o, r a \ �'Q•2. 10 SEE ENLARGEMENT PLAN THISSHEET, \. - CONEVIISSION Via- ,� a \`•,`^ ------ ;�'"_s'r% ` _V �� _ o ., t , I\\, ,. A :_ x ``- -__ _ ` � SCHAFER (D, ,6. _ �- __ X� ._Ile STATE PARK f .126 _ �'1 �!r t� / _,zs c� < ` 1 \�- / ml ram\• \\ \\\ ( 13,.,_- _ v RELOCATE -+ CAMPGROUND D i 76 �X/�/ ( � + ". " D "'/ .X�s �- -T'135_-` ......-flJl �\✓n39" � '\-JTq. Q!/ t, \�� lyt /'".tJ f I -.135-' � � d�� 25 -- TESC LAYOUT PLAN B r SHEET C3 -- /137- SHEET 24 OF 45 - \__ _ S 7 CALF 133"".- 13a -.-.. i �'35 ,3&--' 30� 39�_ O PARKS FILE# 99+90 100+20 100+50 100+80 101+10 101+40 101+70 102+00 102+30 102+60 102+90 103+20 103+50 103+80 104+10 104+40 104+70 105+00 105+30 105+60 105+90 106+20 106+50 106+80 107+10 107+40 107+70 CAD NO. PARKCODE-PROJECTCODE-YEAR-FILENAME 150 150 a O 140 140 13 26 130 _ — — — — — — — — — 130 7 i 36 14 37 120 120 10 15 16 8 31 34 0 1 29 2 30 3 8 32 33 110 110-- 100 1ool . . . . . . . . . . . I . , - L 1 ' . . 1 1 1 . . . I ' ll . . . . I . . . _ l . _ I . . . . .99+90 100+20 100+50 100+80 101+10 101+40 101+70 102+00 102+30 102+60 102+90 103+20 103+50 103+80 104+10 104+40 104+70 105+00 105+30 105+60 10&90 106+20 106+50 106+80 107+10 107+40 107+70 p z WATER MAIN PROFILE ACTION BY DATE SCALE: HOR: 1"=30'; VER: 1"=30' DESIGNED XXX 11 16 20 KEY NOTES. O 3i WELCOME CENTER PE SERVICE FOR FUTURE 10 CONC THRUST BLOCK CHECKED(FIELD) )00( it 16 20 4 a DETAIL/ WELCOME CENTER ADD ALTERNATE _ 11 NOT USED CHECKED(HDQTs.) XXX 11/16/20 KEY NOTE: SHEET OO BID ITEM 3-WATER UTILITY CONNECT TO EXIST WATER MAIN © 4"PVC C900 WATER MAIN(TYP) 19/38 O MAINTAIN MIN OF LOFT CLEAR (1)4"TEE(FL) 12 BETWEEN WATER MAIN AND SEWER (3)4"GATE VALVE(FLxMJ) INSTALL(1)BLOW-OFF ASSEMBLY AT FORCE MAIN i 0 (2)4"PVC C900 PIPE AS NECESSARY 1,2/34 O LOW-POINT OF LINE 4/35 13 INSTALL(1)AIR&VAC RELEASE 5/35 age ""s tiN�s / VALVE AT HIGH-POINT OF LINE p co WITH BLIND FLANGE AND 1"TAP (1)4"22.5°BEND(MJ) _ - / , r CONC THRUST BLOCK ® CONC THRUST BLOCK (1)4"TEE(FL) y L �A (1)4"45°BEND(M]) _ CONNECT-TO EXIST WATER SERVICE, 14 (1)4"GATE VALVE(FLxMJ)2 4"FLxMJ ADAPTER CONC THRUST BLOCK ( ) EG(STEaE G4'� / CONTRACTOR TO FIELD VERIFY SIZE (1)4"PE SERVICE TAP 3/34 O9 AND LOCATION,AND CONNECT AS 3/34 CONC THRUST BLOCK ��SSIONAL Ea REQUIRED (1)4"22.5°BEND(MJ) / �� 1 16 �• - (1)1.5"SERVICE TAP 15 (1)4"11.25°BEND(MI) .=. - r , J \ 1 19 8 `' __ _ Q CONC THRUST BLOCK / l 31 \ T c\ I' CONNECT TO EXIST WATER MAIN REGISTERED STAMP 8 0 \ 0 7 32 9 t (1)4�'x4"WYE(FL) / ( / f %`;'•P l,; / { o \ + 0 33 / 16 Z 4"GATE VALVE FLxMJ of (� �{ n Q c ) c ) WASHINGTON L, a� { I (1)4"FLxMJ ADAPTER CONC THRUST BLOCK - w _ SEWER FORCE MAIN,SEE SEWER STATE \ / h '�--Lza J4J i,ry r /�� " xa 20 17 SHEETS a Y oo/ 1 / o s• \/� 34 � ••`�.�� p, CAP AT EAST EDGE OF WEST' PARKS / /',.ot 1 s I h>� 6 t /� v� fi s ems. \ < 18 t '� �\7/ �l ��i �� x � 'OS ' �' `'SmB' 'e a°.° �_�'=�.�•, h, �Or?,o I O SCRAPER PARK RD 1 / w // \ c. ' r t , -4e^- Y - 19 SHEETS AB N EXIST WATER,SEE DEMO AND Q. -a-- - -- r (TY ) EXIST COMFORT STATION RECREATION lift RESTROOM TO REMAIN j 28 t y N - ' A_ rc. i h j;' y ,' y +.•• i EXIST SERVICE TO REMAIN SERVING COlV11V11S SION 21 EXISTBLDGSTO WEST OFTHIS JUNCTION 17` fr �ih��tj 22 WETLAND BUFFER(TYP) SCRAPER 35 �j O 100 YR FLOOD LINE MP) STATE PARK 411 L 24 WETLAND MP) t - _ ,=3 `r`J f/f /,--- �`1 �,�! I I r L----_. _ __„ - �\ - 12� �30 `i 25 NOT USED - iC24) / ` t`. 1p6+00 to r Wit` 26 EXIST GRADE RELOCATE t PROPOSED WATER MAIN 21 // oey e /y9, !�� 28 ASPH PAVEMEN T RESTORATION 19/38 CAMPGROUND 110 LF 4"PVC C900 WM t - \ 36 I/ 30 185 LF 4"PVC C900 WM i l / n l� WATER LAYOUT t 1 ,\ �! 31 87 LF 4"PVC C900 WM / PLAN A 14 I, d•v'..... / / 32 52 LF 4"PVC C900 WM t /f t �f 4 / I I \\ - t 1f/1t I \ 1 ♦ j~ \ ,., C 4"11.25°BEND(MJ) SHEET C4 t 7 33 CONC THRUST BLOCK B5LF4"PVC C900WM SHEET 25 OF 45 1 till35 84 LF 4"PVC C900 WM /{ �� '�/ \ 'e'�'� ~ ./ t/ � f �e•t, O '� t � �-/ o�l 86 LF 4"PVC C900 WM SCALE 22LF4"PVC C900WM 0 60' PLAN VIEW 38 46 LF 4"PVC C900 WM PARKS FILE# SCALE 1"=30' CAD NO. PARKCODE-PROIEC(CODE-YEAR-FILENAME a 0 a KEY NOTES: DETAIL/ KEY NOTE: SHEET 199+80 200+10 200+40 200+70 201+00 201+30 O1 EXIST WELL TO REMAIN - 150 150 ONEW 20'X10'CONC WATER STORAGE 20/39 TANK ORECONNECT TO EXIST 6"TANK _ DRAIN 140 140 ® RECONNECTTO EXIST 2"FILL LINE 9 Z FROM WELL 14 0 O RECONNECT TO EXIST 4"OUTLET LINE FROM RESERVOIR 130 130 EXIST WATER STORAGE TANK TO BE — — — — — DEMOLISHED,EXIST DRAIN LINE, © FILL LINE,AND OUTLET TO BE DEMOLISHED BETWEEN EXISTTANK AND NEW POINT OF CONNECTIONS, 120 120 SEE DEMO SHEETS 16 15 z O EXIST WELL HOUSE TO REMAIN ACTION BY DATE DESIGNED XXX 11 16 20 ® 100 YR FLOOD LINE(TYP) 110 110 DRAWN XXX 11 16 20 OINSTALL(1)BLOW-OFF ASSEMBLY AT 4/35 CHECKED(FIELD) XXX 11 16 20 LOW-POINT OF LINE 10 CHECKED(HDQTS.) XXX 11/16/20 4"PVC C900 WATER MAIN(TYP) 19/38 0 MAINTAIN MIN OF10FT CLEAR 1199+80 200+10 200+40 200+70 201+00 201+30 11 BETWEEN WATER MAIN AND SEWER - FORCE MAIN cL CLEMF SEWER FORCE MAIN,SEE SEWER WATER MAIN PROFILE a °F`"" x 12 SHEETS SCALE: HOR: 1"=30'; VER: 1"=30' ABANDON EXIST WATER,SEE DEMO EL A 13 SHEETS(TYP) a v� 14 EXIST GRADE - SS�oISTE NAC 15 PROPOSED WATER MAIN 16 117 LF 4"PVC C900 WM REGISTERED STAMP 17 NEW 6"OVERFLOW K DRAIN AND 6" _ � / WASHINGTON 18 NRECONNECT EW TANK EXIST SIGNAL WIRE TO �G��(j �P STATE PARKS AND ,o �`: \-13" \\ m RECREATION CONMSSION \2 " � — 12 � SCHALL FER TE'TIEN-- STATE PARK 0 \ r 0 \ RELOCATE��,' CAMPGROUND .a M moo, WATER LAYOUT wo ° PLAN B PLAN VIEW SHEET C5 SCALE 1"=30' SHEET 26 OF 45 SCALE 30' 0 60' PARKS FILE# CAD NO. PARKCODE-PROJECTCODE-YEAR-FILENAME 299+70 300+00 300+30 300+60 300+90 301+20 301+50 301+80 302+10 302+40 302+70 303+00 303+30 303+60 314+70 315+00 315+30 315+60 315+90 316+20 316+50 316+80 317+10 150 15D 0 i 140 00 N 140 140 a 5 W w 17 17 LLI w 18 18 10 = _ 130 (7) U) 130— — — — — _ — 130 — — — — — — — — — — — — — — LU W — — — — — U C!) W LI1 120 19 120 120 4 3 1 25 12 z J 1 20 3 4 0 11 25 U U 21 110 110 110 d 1299+70 300+00 300+30 300+60 300+90 301+20 301+50 301+80 302+10 302+40 302+70 303+00 303+30 303+60 314+70 315+00 315+30 315+60 315+90 316+20 316+50 316+80 317+100 z ACTION BY DATE WATER MAIN PROFILE DESIGNED XXX 11 16 20 SCALE: HOR: 1"=30•; VER: 1"=30• DRAWN X)0( 11 16 20 WATER MAIN PROFILE CHECKED(FIELD) X 11 16 20 KEY NOTES. CHECKED(HDQTS.) XXx 11/16/20 SCALE: HOR: 1"=30'; VER: 1"=30' KEY NOTE: DETAIL) SHEET O (1)4"22.5°BEND(MJ) Cle 1 CONC THRUST BLOCK o oe wns�cNTs 0 (1)4"11.25°BEND(MJ) m z CONC THRUST"BLOCK y L A O /eJ�i�'' �\ f \ (1)4"22.5°BEND(M]) c r (1)4"GATE VALVE(MI) CONC THRUST BLOCK �ONAI E� (1)4"TEE(FL) O4 (1)4"GATE VALVE(FLxMJ) (2)4"FLxKJ ADAPTER REGISTERED STAMP CONC THRUST'BLOCK / 21. 6 19; p O INSTALL(1)AIR&VAC RELEASE 5/35 I Tze /� VALVE AT HIGH-POINT OF LINE WASHINGTON �.j © INDIVIDUAL SITE UTILITY PEDESTAL 17/38 +—M M (TP) STATE 0 �24 \\ 00�6k 21 + \\�\ o =�� O7 4"PVC C900 WATER MAIN(TYP) 19/38 � ® (1)y"PE SERVICE TAP(TYP) 3/34 PARKS � o \ 22 •• \ 16 7 �� @) PE WATER SERVICE(TYP) - AND \ INSTALL(1)BLOW-OFF ASSEMBLY AT 4/35 RECREATION LOW-POINT OF LINE T 5 II \` \�� I ze- _ '\' �--v__.� 11 (1)4"45°BEND(MJ) COlViLV11SSION CONC THRUST BLOCK 25 z7 ' _\ 8 \r _ (1)4"45°BEND(MJ) o , STA 500+20.18,0.00'T :�/ _ 12 (1)4"GATE VALVE(MJ) 1,2/34 p SCHAFER 'o v\ — 1 _ _ — _ CONC THRUST BLOCK \X\X \ " _-- —� 13 100 YR FLOOD LINE MP) - STATE PARK r © 15�f� � i - —_ , � ABANDON EXIST WATER,SEE DEMO 14 SHEETS(TYP) r „y SEWER FORCE MAIN AND APPURTENANCES,SEE SEWER RELOCATE i SHEETS _._ �� 14 -------- _ _ CAMPGROUND 3+00 10\�� / 13 _ ` _-72 �_ \••.•• � � 16 HOST SITE 26 I i' " I �- i - ` 17 EXIST GRADE - �� 7 18 PROPOSED WATER MAIN - �xc�0 \ cif f� o 19 165 LF V'PVC c9Do WM WATER LAYOUT 10 LF 4"PVC C900 WM PLAN C ss 21 9 LF 4"PVC C900 WM - SHEET C6 PLAN VIEW 22 40 LF 4"PVC C900 WM - 4"11.25°BEND(MJ) SCALE 1"=30' 0 CONC THRUST BLOCK SHEET 27 OF 45 174 LF 4"PVC C900 WM SCALE nQ O 70 LF 4"PVC C900 WM 30' 26 39 LF 4"PVC C900 WM 0 60' PARKS FILE# CAD NO. PARKCODE-PROJECFCODE-YEAR-FILENAME a 0 303+60 303+90 304+20 304+50 304+8D 305+10 305+40 305+70 306+00 306+30 306+60 306+90 307+20 307+50 307+80 308+10 308+40 306+70 309+00 309+30 309+60 a [` 140 0') CV 140 2 W Lu LWIJ 4 15 16 = 67 130 — 130 LLu Lu — — — W — — — — — — — — — (W — — — — — — — — — — — — — — — — — — 1 0 W 120 Z Z 120 J 17 1 18 1 19 5 20 21 - 2 2 U H 110 110 d z ACTION BY DATE 303+60 3D3+90 304+20 3D4+50 304+80 305+10 305+40 305+70 306+00 306+30 306+60 306+90 307+20 307+50 307+80 308+10 308+40 308+70 309+00 309+30 309+60 DESIGNED XXX 11 16 20 DRAWN XXX 11 16 20 WATER MAIN PROFILE CHECKED( )Q(X 111620 CHECKED(HDQTHDQTS.) XX)C 11/16/20 SCALE: HOR: 1"=30'; VER: 1"=30' N,CLEIy aof WAAy,cryTs KEY NOTES: Mn3 NOTE: SHEET EL (1)4"22.5°BEND(MI) 1/34 SSONAICONC THRUST BLOCKINSTALL(1)AIR&VAC RELEASE 5/35 VALVE AT HIGH-POINT OF LINE REGISTERED STAMP 4"PVC C900 WATER MAIN(TYP) 19/38 14 ® INSTALLLOW-PO INT OF LINE ASSEMBLY AT 4/35 WASHINGTON i; % rJ / 5 y"PE SERVICE TO YARD HYDRANT - STATE 0 4� J _ g s.. �s �! 1 O AND RESTROOM COMMUNAL YARD HYDRANT 18/38 PARKS ss 13 \` { ' l a\ pe�o W�/w f O (NNDP IDUAL SITE UTILITY PEDESTAL 17/38 AND ) A V 11 !!'� r o N w,� y ® (1)q"PE SERVICE TAP(TYP) 3/34 f ` ___ , ` d�,\ RECREATION \ f 1 ! r` 6-- <7 --;/o w�V�w t t ,P Cn S O9 a'PE WATER SERVICE(TYP) - ; L, w f__. to s. h 2 CONMSSION \ w/\ Cn - ABANDON EXIST WATER,SEE DEMO i j 'o o r_ t 5 + w • ^�� .• \ m 10 SHEETS(TYP) -'--- \�'"�� 7g- \:�•p �� (J) 11 PROPERTYLINE(TYP) SCHAFER ® + Jr x )w _fps 3-- o K' l 100 YR FLOOD LINE(TYP) STATE PARK NEW COMFORT STATION RESTROOM 44i / 2 r Gs o /i - _ `� / 20 3 SEWER APPURTENANCES,SEE SEWER '6 27b6 r 7 D 7 l i f,f 14 SHEETS ��` 17 0 \\ 3 _!l c J it I D ---' 'i35 - i/ ' M \ + r 25 ;1 Q -� D, -, j �' 15 EXIST GRADE RELOCATE Z <U �' it �' %- = - 'C�J Jt 16 PROPOSED WATER MAIN __- - CAMPGROUND r- 17 52 LF4"PVC C900 WM a 418` 1 i' ' 12 <= - -- !LF 11 J �i� \ 18 59 LF 4"PVC C900 WM 224 LF 4"PVC C900 WM -- --- ,' 25__ =' i{ f__ s• - 'o A-�� \` \ - I 20 (1)4" GATE VALVE(MJ) WATER LAYOUT PLAN D -- - - _iceo�_-- - -- ------- ----- 21 349 LF4"PVC C900 WM --124� - =- —9 -< _=__ -- _- = v yr__ _ — — — — — �__ SHEET C7 - -—125--- -_ 131- -1126-�1 ,2g $ '�- 133" a,l,�-. ___------13 735 -136--"' 13 "'1--- --.--.--- -—-—-—-—-—-—- -—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—- SHEET 28 OF 45 PLAN VIEW SCALE 30' SCALE 1"=30 0 60, PARKS FILE# CAD NO. PARKCODE-PROJECFCODE-YEAR-FILENAME KEY NOTES: 0 r(D(D NOTE: DETAIL/ SHEET INSTALL(1)AIR&VAC RELEASE 5/35 VALVE AT HIGH-POINT OF LINE(1)4"22.51 BEND(MJ) CONC THRUST BLOCK (1)4"11.25'BEND(MI) 309+60 309+90 310+20 31D+50 310+80 311+10 311+40 311+70 312+00 312+30 312+60 312+90 313+20 313+50 313+80 314+10 314+40 314+70 O3 (1)4"GATE VALVE(MJ) 1,2/34 CONC THRUST BLOCK ® q"PE WATER SERVICE(TYP) - INSTALL(1)BLOW-OFF ASSEMBLY AT O N z LOW-POINT OF LINE 4/35 � 140 140 N © INDIVIDUAL SITE UTILITY PEDESTAL 17/38 L j 1 17 18 S 1 I j �P) W � — — = W_ � O7 4"PVC C900 WATER MAIN(TYP) 19/38 — — — _ _ — _ — — — _ _ — � 130 _ _ _ _ 130 U) (1)4"45D BEND(MI) W — — — W ® (1)4"GATE VALVE(MJ) - c fn CONC THRUST BLOCK _7 8 21 19 _W 3 20 Lu 2 O9 a'PE SERVICE TO YARD HYDRANTS Z 120 12 2 2_T_T 6 120 Z_ z 10 COMMUNAL YARD HYDRANT 18/38 _ = ACTION BY DATE 11 (1)4'45°BEND(MI) 0 H DESIGNED XXX 11 16 20 CONC THRUST BLOCK Q DRAWN XXX 11 16 20 11 D 12 (1)4"PE SERVICE TAP(TYP) 3/34 110 CHECKED(FIELD) XXX 11 16 20 CHECKED(HDQTS.) XXX 11/16/20 13 100 YR FLOOD LINE(TYP) - 14 RIVER BUFFER 309+60 309+90 310+20 310+50 10+80 311+10 311+40 311+70 312+00 312+30 312+60 312+90 313+20 313+50 313+80 314+10 314+40 314+70 15 WETLAND BUFFER(TYP) - aJ v wAsw cY�s ABANDON EXIST WATER, 24 36 LF 4"PVC C900 WM WATER MAIN PROFILE 1 16 SEE DEMO SHEETS(TYP) 142 LF 3/4"PE SCALE: HOR: 1"=30'; VER: 1"=30' L A 25 - 17 EXIST GRADE mo 26 28 LF 4"PVC C900 WM °F RFGrsTE0. c3`' 18 PROPOSED WATER MAIN - SS�DNAI eN 27 226 LF 3/4"PE - 19 91 LF 4"PVC C900 WM 20 24 LF 4"PVC C900 WM REGISTERED STAMP 21 242 LF 4"PVC C900 WM - WASFIINGTON zz CONC25-BENDTHRUST LOCK STATE O 67 LF 4"PVC C900 WM PARKS AND Q, \\ J 3, �,? �, J1! \\ rf/ ' RECREATION ' / j4•/'1 ,x,t .--'__� �\ \ (De " �.IH6 14 COlVMSSION � I I �1�,Y I o mil. �0. ^\ a _ o O-• ( ,A` r _ - ��i;i ' .Q z t ..��_.�s__ \` , )\ SCHAFER z © STATE PARK 22 - 23 101, f ,-', J o 8„� � 24 � ... �i� 11 1^ v6 , 9 2 / RELOCATE �, r . ,/' —� �g,f --- CAMPGROUND M t� (( t�„ri2' �'_ i/ --� y✓5 0 ,/ i0�1W�i / --_-- 8 ( ( .'1 2z' l � j—2•;/'r l, ° WATER LAYOUTQ6' lP�� • ! 1 /\ `� 1 ! )\ \ \ \\ \ 0, PLAN E ` o /j C 16 I ✓'f�/� t /'�\� e� t`, t tt k , SHEET C8 1 2., ;SZo 15 SHEET 29 OF 45 �FT� � 4 14 \\ /'t't t t �t SCALE 30 PLAN VIEW 0 60' SCALE 1"=30' PARKS FILE# CAD NO. PARKCODE-PROJECTCODE-YEAR-FILENAME KEY NOTES: DETAIL) "/ c ` `� ~ram ~/-i� I =— - 7�: KEY NOTE: SHEET t�l CAP AT FUTURE SEWER PUMP O2 1.5"PVCSCH-40 FORCE MAIN OINSTALL(1)SEWER COMBO AIR-VAC \ r0 16 STATION AT HIGH-POINT OF LINE 6/35 \ (+ro 10 \ r' ps! ® W ELCOME CENTER ADD ALTERNATE _ BID ITEM 3 SANITARY SEWERAGE \ �/ > J r i—J J�.` _ \ - _ 19 _ OS FUTURE WELCOME CENTER _ Qr © WETLAND(TYP) \ti\� �Il i{ \ ff� �`i j f� T- -.�\ s ? r U o O7 WETLAND BUFFER MP) s 3 r J >2. 4! ,' O i 4 f7t li\ J20 ® 100 YR FLOOD LINE(TYP) O (1)1.5"90°BEND it F / f�`r o, 10 33 LF 1.5"CL 200 PVC FM 'f \ 1 I /�\ `\ c d 11 70 LF 1.5"CL 200 PVC FM 6 19 ACTION BY DATE 12 EXIST GRADE DESIGNED XXX 11 16 20 i f j ,ff.f / `,..` ,` ��" - "__"" _ l \ ?a• 21 ) I Q4 A go 13 p0 DRAWN PROPOSED WATER MAIN - ( /J + / ,--" �'^ "�`C7 � y / ( e" °�- XXX 11 16 20 C CHECKED(FIELD) )00( 11 16 20 14 (1)1.5"22.5°BEND fff\ 6 j" / j 1 l i� '` r -- l CHECKED(HDQTS.) XXX 11/16/20 15 82 LF 1.5"CL 200 PVC FM 16 48 LF O 1.5"CL 200 PVC FM \ / ti�^ / ! ( / /C .� r / � ��i � \ 04x / \ N.w E/y N 17 (1)1.5"11.25"BEND �\1 7 1\\ yi��/ /t J �, 9` S a?oe Asw�o�s �Q / 18 79 LF 1.5"CL 200 PVC FM 19 (1)1.5"45'BEND 20 74 LF 1.5"CL 200 PVC FM 21 69 LF 1.5"CL 200 PVC FM �C/ REGIS-IERED STAMP \ 1 WASHINGTON STATE PARKS AND _ J',r; i J °S l:f RECREATION CONMSSION 400+00 400+20 400+50 400+80 401+10 401+40 401+70 402+00 402+30 402+60 402+90 403+20 403+50 403+80 404+10 404+40 404+70 405+00 405+30 SCRAPER 150 STATE PARK LU 3 U) RELOCATE 130 --..._ _ _...._..._1z..._._.........._._.-----_._13 ............--------.....-.. -- -- _ -- ----- w CAMPGROUND - - - w z 1 zo ..__. -- - — ---..__..... 2Y — 19 SEWER LAYOUT 10 $ 11 14 15 14 15 17 18 Q PLAN A ---........ ------------.....----....---- ---- SHEET C9 140 SHEET 30 OF 45 0+00 400+20 400+50 400+80 401+10 401+40 401+70 402+00 402+30 402+60 402+90 403+20 403+50 403+80 404+10 404+40 404+70 405+00 405+30 SEWER FORCE MAIN PROFILE SCALE 30' SCALE: HOR: 1"=30'; VER: 1"=30' 0 60, PARKS FILE# �• CAD NO. PARKCODEPROIECrCODE-YEAR-FILENAME ...,/ 1. y 171� D,o' t �o J / I \ \ 4 f II �I( os13 }plc, /f / 7— 1 -��.J !I\ rl �& t I � \ rr \ t{t///ftr /r. \ � i t I r 06 (�'',,10' ll r r/i r/ii Eo@ ,[L)to D / Uf 4 �s/ 17 1 / - --C--_ \ - - 15'/r � �f -..�y `, t r � J� /" f I J / t•I- /f ,-" l t / /t 23 o — g- o � '~ 1 \ I i l o `/ Ja' r -- t r I I-f ;I/•_( 1 1 r r ACTION BY DATE DESIGNED XXX 11 16 20 DRAWN XX( 11 16 20 CHECKED(FIELD) )DD( 11 16 20 //f CHECKED(HDQTS.) XXX 11/16/20 /� ro' 1 2 r 3 /I/�I/� '/ f r '',s° I •/ t t ra ( /rr / _ ft tf \ I _ 1 o I 1 10 \ II fr Og ti I 16 ( �/ f/ cED / J .._�_-.--- '1 \� f t \ I 29 9 / ".._----'- I ,r I 1 t /- f\=r/�(• c 9 /f EL. �f JI 06r ~~I p 012 \ l�" /r jis / no, / REGISTERED STAMP /, GB , �\ D ,r.� /fi ,�- � f ,,,; �� , WASHINGTON \ O ` f a"I ,t /.f/r ttfr f! a'vEaa ' f a; .f �` / ./' STATE PARKS KEY NOTES: 18 HOST SITE AND KEY NOTE: DETAIL/ 19 100 YR FLOOD LINE(TYP) SHEET 405+30 405+60 405+90 406+20 406+50 406+79 499+80 500+10 500+40 500+70 5D1+00 501+30 501+60 1.5"CL 200 PVC FORCE MAIN FROM 20 RESERVE DRAINFIELD(25'x93') 150' 150 150 150 RECREATION O FUTURE WELCOME CENTER 21 EXIST GRADE CO '`" S SION O2 178 LF 1.5"CL 200 PVC FM - CD 22 PROPOSED FORCE MAIN ch O3 VALVE PORT 12/37 F- 140- 140 140 140 SCHAFER 23 (1)1.5"22.5°BEND IW O4 HOST SITE SEWER CONNECTION 16/38 45 LF 1.5 2 p 21 STATE PARK 24 "CL 20D PVC FM - � - 21 OTRANTRANSFER TANK AND EFFLUENT 28141 25 (1)1.5"22.5°WYE W 130----........._...__ __.....__.._.—.._.__..__.._....__.._ _ 130 130 _ -- 130 © 1.5"CL 200 PVC FORCE MAIN TO - 26 20 LF 1.5"CL 200 PVC FM ` SEPTIC TANK DUAL CHAMBER 6,000 GAL SEPTIC 27 119 LF 1.5"CL 200 PVC FM Z 2� 29 120 RELOCATE O TANK 26/41 J 120---------_._..__--__-- _ —._........._-.. 24---- 120 28 120 5 252 CAM PG RO U N D (1)1.5"45°BEND 2 2 22 23 27 ® NOT USED - C) 3 O 295 LF 1.5"CL 200 PVC FM NEW COMFORT Q STATION RESTROOM 110 30 23 LF 4"CL 200 PVC 110-...__.............— --....._.._ ------ -...... -._....... 1110 110 PLACEHOLDER FOR FUTURE _ 10 PRE-TREATMENT,8'X16'FOOTPRINT 31 (1)4"900 BEND ASSUMED SEWER LAYOUT 11 4"CL 200 PVC GRAVITY CONNECTION 32 25 LF 4"CL 200 PVC 100 PLAN B 1405+30 405+60 405+90 406+2D 406+50 406+7g 499+80 500+10 500+40 500+70 501+00 501+30 501+60 12 5,000GALPUMPTANK 27141 SHEET C10 13 2"CL 200 PVC FORCE MAIN TO SEWER FORCE MAIN PROFILE SEWER FORCE MAIN PROFILE DRAINFIELD 14 AUTOMATIC DISTRIBUTION VALVE 15/37 SCALE: HOR: 1"=30'; VER: 1"=30" SCALE: HOR: 1"=30'; VER: 1"=30 SHEET 31 OF 45 PRIMARY DRAINFIELD BED 10'X44', 15 MIN 10'SEPARATION BETWEEN 10/37 SCALE 30' BEDS,(TYP)(4)LOCS 16 WETLAND BUFFER(TYP) - 0 60' 17 WELCOME CENTER ADD ALTERNATE PARKS FILE# BID ITEM 3-SANITARY SEWERAGE CAD NO. PARKCODE-PROIECICODE-YEAR-FILENAME MATCHLINE ...<, �� \ /f r l � of ..•-'-'�''� � ( ! ._ '_--'<-_ \t.••._u,.,• r ` / cr r. (] IJ ti �, �•f` _6=.. _ `� \./ / � -...__,,�-=: i {•-�, i /; _ -.._mac � �_ •i' `. - � -`c �::, •• I -- MATCHLINE / _. �- r 7r�`��'' t r I \ �� , �:l tl ,��`--•• k � � 'mac-,J_ `I o 122-7- ~WL /i`/�/ \ sx i� 1 °\ /^\\ \ (' �a .� ems" I I p 1ACTION BY DATE DESIGNED )00( 11 16 20 _r� :H• _ _� //<Tf '- ✓ f!,/r /f ' I �s \\tea 1 j` 05_ J `ate \\ 1 DRAWN )00( 11 16 20 �G?` Vi i i 1 / i c- 'u/ \// CHECKED(FIELD) XXX 11 16 ZO _— —�.— _. — l / r � X� CHECKED(HDQTS.) XXX 11/16/20 KEY NOTES: DETAIL/ KEY NOTE: SHEET Ol FUTURE WELCOME CENTER ,l.�I O EL 2 WETLAND(TYP) - f J i I � � f _ � \ 'i � `'� �\ �j - ,�� C/ 1�A O WETLAND BUFFER(TYP) LLI cl) N 1 m I!fII j \ f ' ° U 9a I SSroNAI EN~ O4 AND SOILS,MIN 5FT WIDE ALONG VEHICULAR SURFACES(TYP) \\ j a�' r // LfI/ - — // os` > tiB J REGISTERED STAMP SHEET FLOW FROM VEHICULAR -2 r l / SURFACING(PGIS)TO ADJACENT O5 UNDISTURBED NATIVE VEGETATION 8/36 _ � WASHINGTON u ,— AND SOILS FOR TREATMENT AND ` I STATE INFILTRATION(TYP) 9 © 100 YR FLOOD LINE(TYP) O7 PROPERTY LINE(TYP) _ /// / \� c� j'J rr,l PARKS GRADE ROADWAYS AND PARKING TO 0'. AND ® UNDISTURBED AREAS(TYP) SPLASHBLOCK AND FLOWPATH IN \ \ / \\ f \ 1 / ;! '/ Qax� '/ - RECREATION \ O \`\ ONATIVE VEGETATION TO INFILTRATE 9/36 \ \\ -.._ - __ /r.� \ ✓ t \\ _\ �i 9 CABIN ROOF RUNOFF(NON-PGIS) zr 1 \\ 4 \ t'Lf j' r - L_ _ - f" 11 \ ( I COMNUSSION SHEET FLOW FROM TRAIL SURFACING(NON-PGIS)TO s- < ' / I "\ j 10 rm AD)ACENT UNDISTURBED NATIVE SCRAPER VEGETATION AND SOILS FORCQJo / ,/ INFILTRATION(TYP) � �?� ( � a / � '/ i STATE PARK / yr s• 8 ) _ l \; .- � krti-�� E b-l( � � _ ;J j RELOCATE ` f `� ,r //,� f /' ^ i (r" i CAMPGROUND if ,� �� fg• � S � `I l -, • ! -� ,' ! .i Not � i i i / �'\./ � / r �[ip� l �_.�_- '"`• i r1 / 1 co /\ // j l DRAINAGE LAYOUT PLAN A f1i 12d_. SHEET Cll NOTES: - 1. UNDISTURBED NATIVE VEGETATION AND SOILS WILL MANAGE THE \ 1 STORMWATER RUNOFF FOR THE PROPOSED SITE DEVELOPMENT.THE fP UNDISTURBED AREAS AS SHOWN ARE IDEAL LOCATIONS,IDENTIFIED BASED H i \ \ i — 1 SHEET 32 OF 45 ON EXISTING FEATURES AND PROPOSED EXTENTS OF DEVELOPMENT.FINISH SEE ENLARGEMENT PLAN,- GRADING AND CONSTRUCTION DISTURBANCE WILL IMPACT THE ULTIMATE ' \ �� THIS SHEET J__.--' � " CS _ t / LOCATIONS.THE CONTRACTOR SHALL MINIMIZE DISTURBANCE TO NATIVE \ - _ / ? / SCALE CONDITIONS WHEREVER POSSIBLE AND GRADE DISTURBED AREAS TO DRAIN i 1 30' // 0 60' \\ TO EXISTING UNDISTURBED VEGETATION. — — 1 ` mil. r JjJJI s � \�� \ J l�-.-^'•... -�"".�"'=-"I PARKS FILE# CAD NO. PARKCODEPROJECICODE-YEAR-FILENAME �\` `� NOTES: MATCHLINE `` �`` oH� KEY NOTES: ` 8 — _ g 1. UNDISTURBED NATIVE VEGETATION AND SOILS WILL MANAGE THE - ��>zs :® KEY NOTE: DE fAILJ a \\ / STORMWATER RUNOFF FOR THE PROPOSED SITE DEVELOPMENT.THE k. F'R ( \3p� v SHEET o UNDISTURBED AREAS AS SHOWN ARE IDEAL LOCATIONS,IDENTIFIED BASED , Ol HOST SITE a \ ON EXISTING FEATURES AND PROPOSED EXTENTS OF DEVELOPMENT.FINISH 1 ! \ 12 WETLAND(TYP) GRADING AND CONSTRUCTION DISTURBANCE WILL IMPACT THE ULTIMATE � ) - - _ \\ .\. O2 \ 3 LOCATIONS.THE CONTRACTOR SHALL MINIMIZE DISTURBANCE TO NATIVE �\ - WETLAND BUFFER(TYP) EC J CONDITIONS WHEREVER POSSIBLE AND GRADE DISTURBED AREAS TO / 1 `raa_ DRAIN TO EXISTING UNDISTURBED VEGETATION. _ �\\\\ UNDISTURBED NATIVE VEGETATION O Vi \°tiy j al 1 - \ ^�A`\� ® AND SOILS,MIN 5FT WIDE ALONG a/ /' 4;-_ �� ` VEHICULAR SURFACES(TYP) -- _\ SHEET FLOW FROM VEHICULAR SURFACING(PGIS)TO ADJACENT /08, / O \ �� °y4 OS UNDISTURBED NATIVE VEGETATION AND SOILS FOR TREATMENT AND o INFILTRATION(TYP) \\e\\\\\\ \' © 100 YR FLOOD LINE(TYP) PROPERTY LINE(TYP) 011. NEW COMFORT STATION RESTROOM 1' \�.\\ `� �� O9 RIVER OH o RIVER BUFFER - BY 1DATE ACTION GRADE ROADWAYS AND PARKING TO DESIGNED XXX 11 16 20 UNDISTURBED AREAS(TYP) DRAWN XXX 11 16 20 ATH IN SPLASHBLOCK AND FLOWP CHECKED FIELD , o. \ _ \ / \\\\\ \\\ lZ NATIVE VEGETATION TO INFILTRATE g/36 CHECKED(HDQrs.) XXX 11/16/20 fill RESTROOM ROOF RUNOFF 7 i / / I ✓ 1 t -\ \ \\ H /\ (NON-PGIS)(lYP) \\\\��\ \ SHEET FLOW FROM TRAIL SURFACING(NON-PGIS)TO M CLE �t _ //r ' 1 - t �,�' --\ t � \ I \ \\ \ � 13 ADJACENT UNDISTURBED NATIVE - O�oe wa FN I �" I / - °�\ \\ �\ I 6 \' \. \\ oy O atE ro s \\ s NFILrTRATION(TYP)SOILS FOR y sr�oz /w'' O \ r \\ L! I,U7f I1f7) REGISTERED STAMP WASE INGTON a 1 ,,2s / \ \ o• \ 1 O �\ STATE PARKS I/ / \ ��-- ' I �-- >✓ r o�, 3 � — _ _ '- �o\ \ ?DOH /' AND o RECREATION \o > �j / �" � .. 5 I \�/ O>cg p / �1 \/t , g \ /\\ C>o•�/ \ z• 10 SEE ENLARGEMENT PLAN 7 , \z �7 THIS SHEET, COlV11VL1SSION - _�z SCRAPER ' ''—'`,, r ,=--' -- � " _ \' "" _ ` •_ __�R STATE PARK - � --_-` <�.q,~ e DC-\\ --,2e--' �` \�t `,5'" a\� {�-;3a.--_-. f `, o/ t -- " — � `� � _ ', RELOCATE 1 / �- 2 �r ram' \ , �' \" r E _ �=_- -_ --___ t'` _f A9- -�(�\ \•® !jr 4 \ CAMPGROUND 66 �� - --- -- Q `lam- r 125 3a_ DRAINAGE LAYOUT ' g9 �� — `�3---- \` PLAN B "—AK ---- _ - °a \— — \ /\ \\ SHEET C12 13 �` - — 37 , ,/\, SHEET 33 OF 45 " — — —CE SCALE .1--- 30' ------ 139—_.--- __—_—_— _ / L- __-------------------------- > ?s. \ -_--__- ---� - - 0 60' PARKS FILE# CAD NO. PARKCODE-PROJECTCODE-YEAR-FILENAME 2-3/4"DIA.RODS FOR TYLER PIPE RIM&LID a 10"SIZE&SMALLER SN 145325 OR EQUAL o NOTE: WITH"WATER"SCRIBED. FINISHED ADDITIONAL BLOCKING GRADE a MUST BE PROVIDED IF GATE VALVE IS AT END OF LIN —.•�'•.• ,y. ..� �e LINE DURING TESTIN . NOTES: VALVE BOX TO BE 9"M+FF a 3/4"MIN.DIA. 24 ENCASED IN ASPHALT SEE THRUST BLOCK TABLE, DETAIL II II�_ GALVINIZED RODS PROVIDE POLYETHYLENE SHEETING TO COVER BOLTS OR CONCRETE IF G-J 4"MIN HOOK AND JOINTS FOR DISMANTLING. NOT IN PAVED AREA GATE VALVE 2000 PSI CONCRETE I I CAST IRON VALVE BOX ASSEMBLY g 8"=12 SF 8"=5 SF MIN. c BEARING AREA AGAINST UNDISTURBED SOIL VERTICAL THRUST BLOCKING 2"SQUARE NUT SOCKET �D THRUST BLOCK-TABLE' SQUARE FEET(SF) BLIND FLANGE — MADE FROM 1/4"STEEL PLATE PIPE SIZE A-90° B-TEE C-45° D-22.5° E-11.25° F-GV G-90° G-45° I-22.5° J-11.25° 221/2"BEND (SF) (SF) (SF) (SF) (SF) (SF) (CY) (CY) (CY) (CY) — I p�' B 4" 4 4 4 4 4 n — — 8"=12 SF 6" 10 7 6 3 2 - 2 - CAPPED CROSS 8" 18 12 10 5 3 3 4 2 I z A 8"=18 SF _ � B - WATER L MAIN 10" 24 22 14 8 5 4 6 3 ACrION BY DATE 8"=12 SF B r90- DESIGNED )00( 11 16 20 PLUGCAP NOTES: °'..� °• `• :, DRAWN )XX 11 16 20 �n D 8"=10 SF 1. BEARING AREA OF CONC.THRUST-BLOCK BASED ON 250 PSI PRESSURE AND SAFE SOIL BEARING LOAD OF 1,000 .� +' ': �' �A CHECKED(FIELD) )00( 11 16 20 BC POUNDS PER SQUARE FOOT. 4"=4 SF 2 AREAS MUST BE ADJUSTED FOR OTHER PIPE SIZES,PRESSURES AND SOIL CONDITIONS. NOTES: CHECKED(rtoQTs.) XXX 11/16/20 TEE 3. CONCRETE BLOCKING SHALL BE CAST IN PLACE AND HAVE A MINIMUM OF 36 SQ.INCHES BEARING AGAINST THE 1. VALVE BOXES SHALL BE CENTERED DIRECTLY OVER THE VALVE _ FITTING. NUT IN A VERTICAL POSITION. 4. BLOCK SHALL BEAR AGAINST FITTINGS ONLY AND SHALL BE CLEAR OF JOINTS TO PERMIT TAKING UP OR 2. VALVE BOX TOP SHALL BE ADJUSTED TO MEET FINISHED GRADE. SMAE 8"=3 SF LER DISMANTLING OF JOINT. 3. PVC SHALL BE ONE CONTINUOUS PIECE-NO BELLS OR SIZE E 45°BEND 5. CONTRACTORS SHALL INSTALL BLOCKING ADEQUATE TO WITHSTAND FULL TEST'PRESSURE AS WELL AS TO COUPLERS. � cr I e:' CONTINUOUSLY WITHSTAND OPERATION PRESSURE UNDER ALL CONDITIONS OF SERVICE.TEST AT 250 PSI AT 8"=10 SF c a c _ LowEsr POINT. Oz WATER VAL VE BOX& EXTENSION DETAIL p 4"=4 SF n a o, 11 1/4"BEND 25,27, 9 3 SIONAL I CROSS REG57ERED STAMP /Z� THRUST BLOCKING DETAIL WASHINGTON 25,27,28, 3 STATE PARKS AND Is RECREATION CONMSSION SCHAFER STATE PARK EXISTING GROUND ''' ° r•,� � 244!"MIN.DE r RELOCATE 'MAX.DEPTH WATER MAIN MARKER/ SERVICE SIZE CAMPGROUND DETECTOR TAPE AND LOCATER PER PLAN LOCATER WIRE WIRE 1"POLYETHYLENE CL-200 ` SPLICE SERVICE jo REDUCER,1"TO COMPACTED CIVIL DETAILS LOCATER WIRE INTO - MAIN LOCATER WIRE ! SERVICE SIZE SUB GRADE SHEET C13 1"CORPORATION PACK JOINT V ' 45° TAPPING CLAMP NOTES: - &SADDLE 1.ALL JOINTS TO BE COMPRESSION COUPLING WITH STAINLESS STEEL STIFFENERS SHEET 34 OF 45 1"HOLE SIZE IN PIPE 2.LOCATER WIRES SHALL BE BLUE COATED 14 GAGE COPPER WIRE CONTINUOUS TO ABOVE GROUND ACCESS POINTS(METERS&HYDRANTS)SPLICES IN WIRE,IF NEEDED,SHALL BE MADE WITH WATERPROOF SPLICE KITS. SCALE SERVICE TAP 25,27,28,29, 8 3 PARKS FILE# CAD NO. PARKCODEPROIECTCODE-YEAR-FILENAME 1"GALV.RETURN BENV 4"X6"PRESSURE CONCRETE METER BOX FINISHED GRADE WITH METAL COVER 1"BRASS UNION 1 GALVTREATE�fNPOSS o FOGTITE TYPE 1D 1"BRASS NIPPLE BEEHIVESTEEL LARGE CONCRETE METER BOX 1"BRASS 90o ELL STRAINERMETAL STRAP GREENBURG 2 1/2"NSf NOZZLE WITH RISERS AS NEEDED TEST TAP W/ a BROOKS SERIES 65T, GALV. 08 HOSE BIB 1"GALV. CARSON SERIES 1730, 1"BRASS PIPE OR FOGIITE NO.2. SST,GRADE UNION EXIST.GRADE LOCATER WIRE i/,, /��j� /1"HIGH DENSITY DE NSITY 2"-90° 6"PVC PIPE NOTCHED AT THE BOTTOM TO PROVIDE CLEARANCE OVER PIPE 2"MI POLYETHYLENE IPS 2"SADDLE AND 2' BRASS NIPPLE CORP STOP OFF MAINGUARD 2' BLOW-OFF BACKFILL WITH STYROFOAM 6"LONG LOWERY3 OF PIPE HYDRANT 1"90'ANGLE PEANUTS TO TOP OF BONNET ,� + +,+,+ o COUPLING 1"CURB STOP +, , +•+++' 1"GALV.STREET ELL(HOR] 6 2"GALV.PIPE o UNDISTURBED SOIL BRONZE 1"HIGH DENSITY MUELLER + 1"COMBINATION 1"GALV.900 ELL(VERT.) ++: + + + +++ + -. AIR AND VACUU WATER MAIN o o�jo p - CORPORATION POLYETHYLENE IPS Y++ + +�++ +++++++++ RELIEF VALVE MARKER/ roo + + DETECTOR TA E op �o 000'0 00 o°00 0 0 ° + o o ° CRISPIN MUELLER o ° AND LOCATER WIRE O� y, :'�'" o°o°o °00000 ° �] p� GEOSYTHETIC FABRIC 0 1"BRASS MIN. 00 0 000 00000000000 SADDLE o°o 00 0 0 00° c0o0o000o° NIPPLE 3/4"-O"CRUSHED ROCK o 0 0 ROMAC OR 1"COMPRESSIO // �. f �j d {' :— 2"FIP VERTICAL INLET ROCKWELL COUPLING SPLICE SERVICE `+•' SOLID CONCRETE BEARING 12"MIN.DEPTH aCrtoN BY DATE LOCATER WIRE ` BLOCK 4"x8"x16"OR AS DIRECTED 1"BRASS 1"BRASS 1-1/2"MINUS DESIGNED XXX 11 16 20 INTO MAIN •' BY THE ASSOCIATION NIPPLE NIPPLE 1"BRASS 90°ELL WASHED DRAIN ROCK DRAWN :�;:: +• LOCATER WIRE 18„ CAP(MI)SURROUND (TYPICAL) 8"X8"X6"CONC.BLOCK XXX 11 16 20 WITH PLASTIC PRIOR WATER MAIN CHECKED(HDQTS.) XXX 11/16/20 a / /• / TO POURING CONCRETE CONCRETE BLOCK NOTES: A. AIR-N-VAC UNIT AND BOX SHALL BE INSTALLED IN A NON-TRAFFIC AREA. N CLFMF NOTES: = aI v-A N4n 1. LOCATER WIRES SHALL BE BLUE COATED 14 GAGE COPPER WIRE CONTINUOUS TO ABOVE GROUND ACCESS POINTS B. SADDLE FOR AIR-N-VAC UNIT SHALL BE INSTALLED AT THE HIGH POINT OF THE LINE.IF HIGH POINT FALLS IN �" a (METERS&HYDRANTS)SPLICES IN WIRE,IF NEEDED,SHALL BE MADE WITH WATERPROOF SPLICE KITS. LOCATION WHERE ASSEMBLY CANNOT BE INSTALLED,INSTALL WATER MAIN TO CREATE A HIGH POINT WHERE L VA AIR-N-VAC CAN BE LOCATED. o 0 0 2. BLOW-OFF HYDRANTS SHALL BE NON-FREEZING,SELF DRAINING TYPE WITH A MIN.DEPTH OF BURY OF 3 FEET.SET C. ALL PIPE AND FITTINGS SHALL BE MINIMUM PRESSURE CLASS 20D PSI,IPS SIZE.ALL FITTINGS BETWEEN MAIN PPSRF"ISTEeE�c+�`'�� UNDERGROUND IN A CONCRETE METER BOX.THESE HYDRANTS SHALL BE FURNISHED WITH A 2"FIP INLET,A AND AIR-N-VAC SHALL BE BRASS AND ALL FITTINGS ON THE AIR-N-VAC DISCHARGE SHALL BE GALVANIZED. S�DNA1 NON-TURNING OPERATING ROD,AND SHALL OPEN TO THE LEFT.ALL OF THE WORKING PARKS SHALL BE OF BRONZE-TO-BRONZE DESIGN WITH AN ALUMINUM PLUNGER AND SERVICEABLE FROM ABOVE GRADE WITH NO D. CONCRETE METER BOX PENETRATIONS SHALL BE GROUTED. DIGGING.THE OUTLET SHALL BE BRONZE AND BE 2-1/2"NST.HYDRANTS SHALL BE LOCKABLE TO PREVENT REGISTERED STAMP UNAUTHORIZED USE. E. AIR-N-VAC RISER SHALL BE PAINTED AS DIRECTED BY THE PARK. WASHINGTON 4 BLOW-OFF ASSEMBL Y DETAIL � 25,26,27,2 29 35 / AIR & VACUUM RELEASE VALVE STATE 25,27,2 29 35 PARKS AND FRP LID,VENTED RECREATION CONMSSION SCHAFER SS BAND OR HEIGHT STATE PARK ADJUSTMENT SEWAGE RATED HDPE TANK AIRA/ACUUM RELEASE DUAL/CORRUGATED c VALVE WALL c RELOCATE CAMPGROUND PLUMB TO FIT cDRAIN/RELIEF VALVE SADDLE TAP T OR TEE FITTING CIVIL DETAIL SHEET C14 4"FORCE MAIN SHEET 35 OF 45 OPEN TANK BOTTOM SCALE �_L_/ SEWER COMBO AIR-VAC STATION 3 31 35 PARKS FILE# CAD NO. PAUCODE-PRO]ECTCODE-YEAR-FILENAME a 0 NOTES __eEmFEx LOGS 1.COirlss aghall be installed stargng at the bottom ofthe slope nd=Wng uphill. AntE roP nE 1K.0 Posl span naxa sulwem clan N eIq tlurabil � �vArtO 2. Esavatstl matelot shall ne p—d—aly along the uphill slope and compacted ae uIR TENsnE ILON.G—E. -STEE1 Tan POST to supped the Is—Ima.gh the Ofe oI the pro'ol— / -"�cOtm by hantl,amping or oNer methods approved by Ae Engineer 51RExGIRWsiAatrgp / WRUNE[rrP.l D. Ovada Cobl ends 12'p oge by (in)to prevent water(rem movin9 between bgs. m / d.AN—instal Cob bg pmpentlialar to slope along wnmur fins.Ends shall angle ]4uWW0POST �sElFiOC xe mE-NnnNGS IwN.cNDp. AuowAe�ALrtnxAt P® ephgl to prevent low around the Cop log. W�TFJ VMn SaE STPBiG1,L w SiABII�p o WT Rwt /' TEOOwN YETNOO e-PN X i 8. Use an adequate number of sakes la ensure lags are Beare. 1 T -VERRGLLPosT� 8. and bee shoed In onar,ana wlN-d,nd Spocland-, ,Shoo BS-1.3(B)A. and be Installed In exordana With Btandard SpeelRwlon,Section a-01.l(6)A. l -' �com LW(Yv.) T, perform malnlenance In accordance with 8pndard SpeclRealon,5oc8on&D1d115). gg b O.� - � / IANDIUPHIU.I WATERIDOVINHILI. R SS r ^'/ o RLOG FENCE ON SLOPE - �F DINNS uw(R waOOE — b 1` P SEcnox s.u.slN frvncay �[ I. FIBERROPE NATUFK `�' `•d b =o• ENWRONYENT wrF / (DESIRABLE) soUN�4RYA'N� ELEVATION _� U Z PLAN VIEW 1wA ox sLOPE ACTION BY DATE SdYPoLYETH,zENEOR I ISOMETRIC VIEW O XIGH OEN F WASA,A 1r ly 4 oee NgRlHa DESIGNED M 11 16 20 PoLTPROPYIF-NE YESH,ANO SHALL ESE-. �—'a-�MMP.NM �"'�-' w PESIsrAxc ORANGE coLaR .�. .,ram C1n� c o DRAWN )OOC 11 16 20 i =AE« ` ••�Nr111�111jfff(1111�py� TOPowF�s1T"o oc LOG E:wvATEOYnTERw-coYPn haa-o A �l� z CHECKED(FIELD) M 11 16 20 (01EEPER FOa \' „PROTECTED y W Dy1111y0 EMEVExLYON UPxAL SLOPE- PLAN VIEW o tJ ry iWu.PAC1AGNNSTTHEUPN4L 51OE OF C9y ehC� ro POw+wATERNGHTSEAI CHECKED(HDQTS.) XK)C 11/16/20 • "' / MPRK W.MAURER svAnNGOEPENORLOGINstoPE- Ow qp sP pO�� \ STEEL T-6AR POST "' � CERRFlGTE N0.08¢SBB OP oFYLMt'ER COIRLOG Ix DNEvnTH E P Cow LW ABOVE(TYP.1 4c; —Iwo1a�9wswY eon 1T DIAMETER MINIMUM _ cOw LOG COIR LOG SPACING TABLE TYPICALSEGTION \� `I EROSION CONTROL DETAILS y LE SLOPE M IMUM SPACING COIR LOG PLACEMENT HIGH VISIBILITY FENCE B I js"EE°cN�«vcrPAP"uN0 N.CLEhyF y � � - / WG ee-eMACR 1H:ry r-m STANDARD PLAN 1-30.60-02 QJ a DF WAspHc TS / wDRI< STANDARD PLAN I-10.10.07 I ---�N weuanoN y o AREA R�FlM GRAOEE%LWYYIs '.` AnPRovEO FO APPR aw Dx GF RG WEw 3H_iV s-m -.2 e:,_w EL vA Pasco Bakofich lJluum till-Og ELEVATION WEW + • aN.iV 20 O' �w r>a o,._e...Yn_.P.,.m q q ISOMETRIC COIRLOGPUCEMEM �0T RE (0 CTSTE0. N(jtij SSrONAL E 8 COIR LOG 0 CONSTRUCTION FENCE r 4 3 REGLSTERED STAMP q 3 WASE INGTON STATE PARKS AND RECREATION COMMISSION Ra(dwmap. canes up(o TODs.LD1 moI 000C -oo� SCHAFER 000�C STATE PARK - DOC C�CC]OC 000� ODC C2��C Wall..—Belated 000F- RELOCATE flaw path (HOC C�CC)OC Splashbmak CAMPGROUND _— Downspout estensi0n CIVIL DETAILS Splashblock SHEET C 15 SHEET 36 OF 45 SCALE Q SPLASHBLOCK 3 3 3 PARKS FILE# 13 CAD NO. PARKCODE-PROJECTCADE-YEAR-FILENAME 10' ° FILTER FABRIC MONITORING PORT 37 37 � a 0 p NATIVE LOAM FILL FINISH GRADE 6" 15" 30"(TYP) 15" 6" ORIFICE(TYP) [V (V .-1 N �jp O O o� orb �( q�o�p SAND CUSHION, �ipop io oGTv O o p I oc op ' BOTH SIDES Z WASHED DRAINROCK O • ' O .. • N O .. .. Z 2"CL 200 PVC FORCE MAIN 1-1/4"CL-200 PVC LATERAL, ACTION BY DATE 1 (4)PER BED(TYP) ASTM C-33 SAND DESIGNED XXX 11 16 20 DRAWN XXX 11 16 20 CHECKED(FIELD) XXX 11 1620 11 DRAINROCK BED SECTION CHECKED(HDQTS.) XXX 11/16/20 o� FROM AUTOMATIC 37 37 DISTRIBUTION VALVE N O LL NOTES: o�of wAE.- " 1. BED LAYOUT PER PLAN. 1-1/4 CL 200 PVC LATERALS WITH ape 2. MIN 10 FT SEPARATION 1/8"DIAMETER ORIFICES AT 30" COMBINED EFFLUENT TO�� BETWEEN BEDS. CENTER TO CENTER ORIENTED AT SEPTIC TANK L A 3&9 O'CLOCK POSITIONS 1p Is e 1.5"PVC SCH.40 WYE PO��SSIO Et,6��z 1.5"PVC BALL VALVE IN VALVE ENCLOSURE VALVE ENCLOSURE MARKED"SEWER" REGISTERED STAMP 137 DRAINROCK BED SECTION BALL VALVE WASHINGTON FLUSHING PORT EFFLUENT FROM FUTURE STATE 13 MONITORING(TYP) (TYP)) 14 WELCOME CENTER 37 37 37 37 1.5"PVC BALL VALVE IN VALVE ENCLOSURE ! PARKS MARKED"SEWER" \q� oly A NTI 10 DRAINFIELD W/PRESSURE DISTRIBUTION- PLAN VIEW RECREATION 31 37 SWEEP ELL 1.5"PVC CHECK VALVE IN VALVE ENCLOSURE CON USSION EFFLUENT FROM MARKED"SEWER" ST SITE 14 FLUSHING PORT TRANS O R TANK o 37 37 " SCHAFER 12 VAL VE PORT DETAIL SMALL VALVE BOX ATTACH CAP OR 31 37 STATE PARK FINISH GRADE COVER AT GRADE THREADED CLEANOUT ASSEMBLY 4-PORT AUTOMATIC FIBERGLASS LID WITH DISTRIBUTION STAINLESS STEEL BOLTS VALVE-ORENCO AND URETHANE GASKET RELOCATE ORDEQUAEL L04A' CAM PG ROU N D W _ FIELD FIT O PVC ENCLOSURE nNal CIVIL DETAILS .t. .. . . .. •. .j. .. .. FROM PUMP . O FROM PUMP SHEET C16 GRAVEL BASE O •. SIDE VIEW TOP VIEW SHEET 37 OF 45 6"DIA PVC PIPE WITH EXTEND PORT TO 15 AUTOMATIC DIST VAL VE DETAIL SCALE DRAIN HOLES CUT TO FIT BOTTOM OF SAND 3 37 37 13 MONITORING PORT DETAIL 7 31 PARKS FILE# CAD NO. PARKCODE-PR03ECTCODE-YEAR-FILENAME 24"Du, 3" 18"DIA r < "FOOTLOOSE"HAMMER ON CAP PROVIDE OPTIONAL HOSE BIB SHROUD AND REAM FINISH GRADE ELECTRICAL PEDESTAL, FACTORY INSTALLED HOLE FOR HOSE BIBB AS REQUIRED SEE ELECTRICAL SHEETS ARROWHEAD 365LF HOSE BIB WITH INTEGRAL CAST-IN-PLACE CONCRETE VACUUM BREAKER OR APPROVED EQUAL RV SEWER HOOK-UP PAD ....................... ................ .........:.......... 5/8"MINUS GRAVEL 4"±CLEAR SPACE BELOW SHROUD BASE(4"THICKNESS) 0 4"PVC PER PLAN DRAIN ROCK AROUND PEDESTAL r /-16 FINISH GRADE FINISH GRADE HOST SITE SEWER CONNECTION ......... 'D . ..................... ................ NTS 3/4"SCH 40 GALV STEEL WATER 4.- ...........................-** .......... PIPE RISER 24" .......... ADAPT TO GALVANIZED STEEL PIPE 3"PVC SLEEVE AROUND PIPE FROM WHERE TOTAL LATERAL LENGTH IS 3/4"PE SERVICE CONNECTION LESS THAN 48"REDUCE GALVANIZED LENGTH AS REQUIRED. 3 ACTION BY DATE SHROUD TO FINISHED GRADE, L 12FMIN 73/4"SERVICE TAP DESIGNED XXX 11 16 20 LIIYDJA E T ,_I 16 20 CAULK AROUND TOP TO SEAL *36" 8,27,28,29 11 AGAINST SHROUD DRAWN XXX 11 16 20 4"PVC C900 WATER MAIN CHECKED(FIELD) XXX 11 16 20 YARD HYDRANT--\ CHECKED(HDQTS.) 11/16/20 INFLOW CONDUIT,SEE 314'SCH 40 GALVANIZED STEEL WATER PIPE tL cLEMF STOP VALVE 112 ELECTRICAL SHEETS ape pv W /-17\ UTILITY PEDESTAL I L AQ� STOP VALVE#1 NTS SIO ST ANAL DRYWELL: EXCAVATE 10 CUBIC REGISTERED STAMP FEET AND FILL WITH 1-112- MINUS WASHED DINN ROCK WASBINGTON NATIVE BACKFILL MINIMUM COVER. WRAP WITH GEOTEX77LE SAWCUT BOTH SIDES BACK TO STATE rL UNDISTURBED PAVEMENT.SQUARE ALL EDGES AND TACK PRIOR NATIVE BACKFILL 4"CL B A.C.PAVEMENT OR EQUAL TO TO PAVING.SEAL ALL JOINTS APPROXIMATE 3"CROWN PARKS NOT SHOWN DEPTH OF EXISTING ASPHALT REMOVED, W/LIQUID ASPHALT AFTER PAVING. FOR SETTLEMENT WHICHEVER IS GREATER IN Z'MAX.LIFTS. HAMMER OR COVER IMMEDIATELY W/SAND. CRIBBING&SHEETING AS 6 AND EXISTING A.C. REQUIRED PER A.P.W.A.STD. 6"CRUSHED SURFACING WHEEL CUT SPECS.SEC.2-09,3(3)D. OR RECREATION /-18\ YARD HYDRANT DETAIL PAVEMENT 0 TOPSOIL DEPENDING 2 ON LOCATION. NTS UNDISTURBED NATIVE CONMSSION TYP MATERIAL(TYP) it 'COMPACT 6"CRUSHED SURFACING BACKFILL IN 8" Lu 4"X4"X 6�-0" PLASTIC POST TOP COURSE TO MIN.95% /MAXIMUM LIFTS TO u < -, TRENCH • MIN.95%MAXIMUM WATER LINE SCHAFER MAXIMUM DENSITY TMIN (MODIFIED PROCTOR) DENSITY(MODIFIED MARKER/ z BACKFILL PROCTOR) WATER u z DETECTOR TAPE STATE PARK Lu 12" S.S MOUNTING CLIPS (TYP.) ODFORD S4H-J FREEZELESS WATER LINE SETTLING OF &LOCATER WIRE VERTICAL SANITARY YARD HYDRANT - X BURY ---SACKFLL Nov TRENCH THREE (3) PER POST FASTEN DEPTH OR APPROVED EQUAL MARKER/ A WISS VANDAL RESISTANT SCREWS DETECTOR TAPE NOTES: 1211 PIPE B LOCATER WIRE 1. DETAIL PERTAINS TO PIPE SIZES 1Z'AND UNDER. BEDDING RELOCATE 2. ALL TRENCH BACKFILL SHALL BE CLEAN EARTH OR 4"UNDER AND 1 112- TO m SAND,FREE FROM CLAY,FROZEN LUMPS,ROOTS OR 4"OVER PIPE TOP OF PEA A MOISTURE IN EXCESS OF THAT PERMITTING CAMPGROUND GRAVEL Lu FINISHED GRADE m REQUIRED COMPACTION.ROCKS OR LUMPS LARGER U)C'i 0, THAN 3 INCHES MAXIMUM SHALL NOT BE USED FOR MAX.TRENCH 24" 0 x 36" 9 STOP VALVE 112- LONG U-1 IL PIPE ZONE BACKFILL. OPENING SHALL EXCAVATION STOP VALVE//l- REINFORCED 3. PIPE ZONE BEDDING PER PROJECT SPECIFICATIONS. NOT EXCEED 30" AS NEEDED PL ASTIC S7^C 0 S A'DE, NO VOIDS IN 4"MIN 12"MAX. (DRAIN TO DRYWELL) CONCRETE NO AREA 4. USE OF NATIVE MATERIAL FOR BACKFILL MAY BE OR 1-1/2 TIMES ADAPT TO SCHED. 40 PIPE MAX. EN" APPROVED BY THE ENGINEER. THE OUTSIDE CIVIL DETAILS PVC 314- 0 G.L OPENING SHALL 5. LOCATER WIRES SHALL BE BLUE COATED 14 CAGE DIAMETER OF THE SHEET C17 NOT EXCEED 30"OR COPPER WIRE CONTINUOUS TO ABOVE GROUND PIPE,PLUS 18", in 1-1/2 TIMES THE ACCESS POINTS(METERS&HYDRANTS)SPLICES IN WHICHEVER IS 314- 0 G.l. 77 SERVICE SIZE PER OUTSIDE DIAMETER WIRE,IF NEEDED,SHALL BE MADE WITH GREATER. OF THE PIPE,PLUS WATERPROOF SPLICE KITS. SHEET 38 OF 45 PLAN 18",WHICHEVER IS 314- STOP VALVE GREATER. TYPICAL TRENCH NON-PAVEMENT PROVIDE TEE HANDLE TO SHUT TYPICAL TRENCH PAVEMENT SCALE OFF VALVES Z 19 UTILITY TRENCH DETAIL YARD HYDRANT SECTION 25,26,27,28ia�NTS NTS PARKS FILE# CAD NO. PARKCODE-PROIECTCODE-YEAR-FILENAME X 2"VERTICAL SAFETY RAILING BRACKETS TO BE HOT DIP GALVANIZED AFTER FABRICATION "L"BOLTED I ROOF AIR VENT o WITH%"STAINLESS �� 39 4 STEEL KWIK BOLTS 1,,:•.,,:. NIPPLE WELDED TO .: y PIPE .; Y41'X�/y"GALVANIZED Y HATCH WITH X 2"FLAT BAR RAIL � az ENTRY HATCH 21 FLAT BAR ENTRY FOR SAFETY RAILING ATTACHMENT 39 39 6"OVERFLOW II I PROVIDE 900 AT TOP OF PIPE. DIAMETERAS Fes—24 INVERT ELEVATION 14'ABOVE LENGTH AS REQUIRED TOP OF INTERIOR FLOOR REQUIRED L% X 2"RAILS INTERNAL LADDER 6"PVC PIPE (3 EACH SIDE) AND FITTINGS WATER LEVEL i INDICATOR 50 2"FILL LINE FROM E ROOF 9 PUMP HOUSE LENGTH AS REQUIRED LENGTH AS EQUIRED WITH PIPE BRACKETS s 3 WITH SAFE CLIMBING "X 2"SIDE RAILS AFE CLIMBING AS REQUIRED /a"x 3/ STAINLESS STEEL KWIK BOLTS BRACKETS FOR MOUNTING PIPING TO WALL d Z 10.0' ACTION BY DATE -TLJ � SECURE 24 MESH V AIR GAP BASE 4„OUTLET ROOF DESIGNED XXX 11 16 20 SCREEN ON T DRAWN )00( 11 16 20 RESERVOIR I CHECKED(FIELD) X=XX 11 16 20 OVERFLOW 6"TANK 2"FILL LINE �r 16" CHECKED(HDQTS.) XXX 11/16/20 DRAIN FROM WELL 8"TO 6" 6"PVC OVERFLOW ELEVATION VIEW HOT DIP GALVANIZED AFTER FABRICATION REDUCER INTERNAL LADDER FRONT VIEW 4"OUTLET(BOOSTER a o wAsyN4Ty PUMP SUCTION LINE) AIR VENT RAILING t` _ c2 6"ABOVE FINISHED VORTEX PLATE NOTE: INTERIOR FLOOR 25 MANHOLE RESERVOIR DESIGN AND STRUCTURAL ENGINEERING IS THE EL N RESPONSIBILITY OF THE RESERVOIR CONTRACTOR.CONTRACTOR TO P �a 9 40 INTERNAL PROVIDE SITE COMPLIANT DESIGN AND REQUIRED CONSTRUCTION O°CSRf�fSTEpEO��' LADDER BUILDING PERMIT FROM COUNTY.CONTRACTOR SHALL PROVIDE SIDNAI EN 6"TANK DRAIN WATER LEVEL SHOP DRAWINGS FOR ALL DETAILS ON THIS SHEET. INDICATOR REGISTERED STAMP EXTERNAL PLAN VIEW AROUND COVER) LADDER GASKET(ALL WASE INGTON TANK BASE PER :• a •Q•: :,: .-..6 ,'d '' SLAM LATCH STATE TANK ENGINEER CROSS SECTION 0 PARKS D2D WATER STORAGE RESERVOIR AND 26 39 NTS RECREATION COVER COVER CONMSSION OVER ALL F 6RAME OPENING LENGTH+ 1 8" 156 m] QUANTITY& LINER FRAME OPENING LENGTH LOCATION OF E ES —— — — — — — WITH IZEARI SCHAFER 1"THICK — — NEOPRENE GASKET ARM GUIDE FIBERGLASS COVER STATE PARK iD I i' I I I I 'li I BRACKET INSULATION F tF I I INSIDE&OUTSIDE HANDLES RED VINYL GRIP IlI I ° , k I III I r W/PADLOCK HASPS RELOCATE z I III �r�i1 GUIDE ARM HANDLES TO BE CAMPGROUND w z LYY INSTALLED ON SITE BY HOLD OPEN ARM o a I I I I (if req'd) CUSTOMER FRAME W/CAPFLASHING W/NYLON ROLLER w 0 (CORNERS FULL WELDED LOCK STRIKE& J PADLOCK HASP II II o 000 CIVIL DETAILS L_—_ _= J SHEET C18 J [140mm] PINTLE HINGE LIFTING MECHANISM W/ 28" M. 0 1"RIGID FIBERGLASS REINFORCED COMPOSITE [38m] [67mm] INSULATION SHEET 39 OF 45 TUBES& SECTION ELECTROCOATED ANCHOR TABS(QTY& — — — — — —— — COMPRESSION SPRINGS [78mm] LOCATION VARIES W/SIZE) SCALE 21 ENTRY HATCH DETAIL 39 39 N TS PARKS FILE# CAD NO. PARKCODE-PROJECTCODE-YEAR FILENAME a 0 a ad ENCLOSED PULLEYS 12" EYE BOLT 4 I B" GAUGE BOARD 3 5 4" 5" SIDE VIEW �a° 7 z Jr 1:2 TANK I GUIDE WIRE BRACKET_�� 3' HEIGHT I (TOP&BOTTOM) PULLEY 1 O I STEEL TARGET PLAN FILTER FABRIC I/a'STAINLESS STEEL �- 2.0' GUIDE WIRES 12" TOP VIEW I '�• •. � RESERVOIR d PULLEY b �" y " ACTION BY DATE 2"X4" 'FOUNDATION-•A v` DESIGNED NUMBERS I STEEL 01 %"X 2%4'KWIK BOLTS XXX 11 16 20 .•' ° DRAWN )O X 11 16 20 ;+ TARGET © K"X 1"FLAT VERTICALS WELDED TO RISER - - -AND TOP COVER WASHED DRAIN ROCK CHECKED(FIELD) XXX 11 16 20 5Y2"x 20"SQUARE EYE BOLT Q3 24 MESH BRASS SCREEN 1-1/2"MINUS CHECKED(HDQT5.) XXX 11/16/20 STAINLESS STEEL FLOA i'X 5W"X ® Y8"TOP COVER 6"PERFORATED PIPE ELEVATION (3 Ys"SIDE COVER EXCAVATE TO NATIVE SOILS.NATIVE TARGET DETAIL Q6 Ya"RISER SOILS SHOULD BE MEDIUM DENSE OR SEE'TARGET DETAIL" I BETTER.IF OVER EXCAVATION IS Jti�pf WAE'"FN, (2 Ys"ROOT PLATE REQUIRED USE STRUCTURAL FILL TO o pE s N os NATIVE SOILS.CDF MAY BE AIR VENT DETAILS BUSTED TOOFIL PIPE TRENCHES UNDER 9 90 RESERVOIR BASE L A NTS 24 FOOTING DRAIN DETAILS po��s�OHAL 1"x6"PVC NTS GAUGE BOARD KWIK BOLT TO WALL REGISTERED STAMP • WASMNGTON S.S.GUIDE WIRES STATE PARKS GUIDE WIRE BRACKET (TOP&BOTTOM) A�TlV • • RECREATION CONMSSION WATER LEVEL INDICATOR DETAIL 39 40 NTS ' SCHAFER Too mew STATE PARK Plate Diameter Plate Thickness 3x Pipe Diameter 'a"Minimum RELOCATE CAMPGROUND Legs(4) 6 3/8"x 2" Flat Bar 6" CIVIL DETAILS T1�. SHEET C19 (4)Stainless steel Draw Line to Hydrants or outlet Kwik Bolts side View SHEET 40 OF 45 Hot Dip Galvanized after Fabrication 25 VORTEX PLATE DETAILS SCALE 39 9 NTS PARKS FILE# CAD NO. PARKCODE-PROJECICODE-YEAR-FILENAME 30"FRP RISER WITH COVER a 0 24"FRP RISER WITH COVER 23.5"FIBERGLASS COLLAR WITH 4"PVC TRANSFER PIPE WITH 2! TANK ACCESS OPENING SANTARY TEE 29.5"FIBERGLASS COLLAR WITH 24"FRP RISER WITH COVER TANK ACCESS OPENING 4"PVC INLET PIPING WITH SANITARY TEE 4"PVC OUTLET PIPING ASSEMBLY o 2 FT COVER (MIN) 6,000 GAL TWO COMPARTMENT FIBERGLASS SEPTIC TANK,8"0 d X 19'-5"LONG,CONTAINMENT Z SOLUTIONS OR EQUAL ACTION sY oA>F DESIGNED XXX 11 16 20 tr DRAWN XXX 11 16 20 ::.• a• cHLcxm(FIELD) XXX 11 16 20 7/8 HEIGHT FRP COMPARTMENT CHECKED(HD(M.) BAFFLE,PROVIDE 2/3 OF TANK XXX 11/16/20 PRECAST DEADMAN LUME IN FIRST COMPARTMENT ANCHOR WITH EYEBOLTS VO C.S.I.FRP HOLD DOWN STRAP &TURNBUCKLE ASSEMBLY cL c NOTE: TANK DESIGNS SHALL BE IN ACCORDANCE a 'of"A N oTs WITH WAC 246-272-11501(2)(d) EL NA z6 SEPTIC TANK 27, 8 4] TONAL E� REGISTER®STAMP WASE INGTON 23.5"FIBERGLASS COLLAR WITH 2 FT COVER PVC SPLICE BOX W/CORD GRIPS STATE TANK ACCESS OPENING (MIN) 24"FRP RISER WITH COVER 24"FRP RISER WITH COVER 29.5"FIBERGLASS COLLAR WITH DISCHARGE ASSEMBLY PARKS' 30"FRP RISER WITH 23"TANK ACCESS OPENING -- COVER CONDUIT TO CONTROL_ J I"• FLEXIBLE HOSE AND PANEL 24"FRP RISER WITH COVER RECREATION CONDUIT SEAL EFFLUENT DISCHARGE ``- CONMSSION 4 PVC INLET PIPING FLOW HIGH WATER WITH SANITARY TEE ,< � LIQUID LEVEL ALARM EFFLUENT DISCHARGE 61"(INLET INVERT) 2 FT COVER 1,124 GAL. SCHAFER (MIN) 1,250 GALLON TWO RESERVE STATE PARK COMPARTMENT EFFLUENT PUMP 24" TANK—CUZ CONCRETE INLET TEE PUMP ON 22"(MIN.) 5,000 GAL ONE COMPARTMENT PRODUCTS,OR EQUAL PUMP OFF 20"(MIN.) FIBERGLASS SEPTIC TANK,8"0 X 16'-8"LONG,CONTAINMENT PUMP VAULT/FILTER REDUNDANT OFF/LOW 546 GAL. RELOCATE SOLUTIONS OR EQUAL ORENCO BIOTUBE PUMP LEVEL ALARM VAULT,OR EQUAL CAM PG RO U N D PUMP BOTTOM 23' PUMP SUPPORT OPENING PUMP VAULT/FILTER PRECAST DEADMAN EFFLUENT PUMP SYSTEM ORENCO BIOTUBE PUMP CIVIL DETAILS ANCHOR WITH EYEBOLTS -ORENCO MODEL NWITH WAC 46-272 11501(2)(d�IN ACCORDANCE DRAIN VALVE VAULT,OR EQUAL SHEET C20 PF500511,OR EQUAL EFFLUENT PUMP SYSTEM-ORENCO MODEL PF200511,OR EQUAL NOTE: TANK DESIGNS SHALL BE IN ACCORDANCE FRP HOLD DOWN STRAP& SHEET 41 OF 45 WITH WAC 246 272 11501(2)(d) TURNBUCKLE ASSEMBLY zs TRANSFER TANK AND EFFLUENT PUMP 31 4 SCALE 27 PUMP TANK AND EFFLUENT PUMP 31 4 PARKS FILE# GENERAL NOTES: 1 /r t r' - -,� - --- - PARKCOD 6ECTCODE-YEAR-FILENAME 1 1. JUNCTION BOX�LOCATIONS AND CONDOR RWiWG ARE SCHEMA11C.*ERE �-�-�_ J/ APPLICABLE AGGN JUNCTION BOXES WITH PAVEMENT EDGES.CONDUIT ROUTING I ! {{{ % �y--X MALL AVOID TREES.SUBMIT CONDUIT AND JUNCTION BOX LAYOUT PLAN TO r / 'r f I ^� .-M1 / ENGINEER PRIOR'TO INSTALLATION. /2 MAINTAIN AND PROTECT ALL EXISTING UNDERGROUND UTIU71E&CONTRACT()IR /' t ` �! t �4 "x rr -• , C - ♦J /, TO LOCASE PRIOR TO ANY EXCAVATION.PRIOR TO STARTING CONSIRUCTION; CONTRACTOR SHALL CALL 011 LOCATES FOR UTILITY LOCATIONS. 3. ALL SPAREAUPTY CONDUITS TD BE PROVIDED WITH NYLON PULL STRINGS 4. ALL JUNCTION BOXES AND CONDUITS ARE SHOWN IN APPROXIMATE LOCA710NS VERIFY LOCA110N OF PROPERTY LINE,EASEMENTS AND U71LI11ES PRIDR TO \PLACEMENT. 5�CONDUIT LENGTHS ARE APPROXIMATE / l� / / �x----`* I �`` ..,_",.� ` � --,--- ---•--- �, -• _- �-•- i �`.1` 6. CAP ALL UNUSED CONDUITS.WHERE CONDUITS ARE CAPPED MARK LOCATION f WITH AN ELECTRICAL MARKER 7. FIELD BENDING OF STRAIGHT CONDUIT SECTIONS INTO LONG RADIUS SWEEPS IS ,: / WER PREFERRED. Ni 3'C-P 1/ '� B. GROUND ]ALL]ALL N GROUND JUNCTION BOXES,HANG HOI.FS,AND PULL BOXES fE J r lr j" :, �.I .{ , I• "j!, `a PER MOST CURRENT VERSION OF THE NEC ,I 2•C-COMM FLAG NOTES: t r �/ �r ''—' _ _ --- 1 < PROVIDE CONNECTION TO CABIN LOAD CENTEILCOORDINATE WITH .! L.7 `ARCHITECTURAL PLAN ACTION BY DATE / / t CBF 5 15 20 LEGEND r / Jj!/ I /',/ r j 1 i, I DE9QIm ® TYPE 2 JUNCTION BOX /y / f J °'t-' �' P ° / 1 r'`- ; fi DRAB AW 5 15 20 Jtd /l / /. ! �i / I ti jL7 1 ` O �/ "1 ✓'I t CHECKED FIELD ® TYPE 3 JUNCTION BOX /°' // I / JJ ! I - f t� _ �'� rf d CHEfXFD( 1S --- UNDERGROUND RACEWAY / r It t ( r t I ••/j �� r I r r,' %t �y� �'! °��. ,.I ,�� .�, `��Doy xisy�� El Izz- t ,I ()r�3 . 1 --} . () GND �-- / LLJ i� PROECT ENS VC- WASHINGTON 2•G-COMM = •G-c�#i,c,)rGND �, i � I�J---cf) ' STATE / 2•C-COMM ' 3'C-POWER �D 1 O- 3)/B,(1)/6GND� a; $ / l zc-COMM / ;f J f ; PARKS =' LLTAND UTILITY / i P d/ ; ; UTILITY TRANSFORMER t ! SERVICE / /f ,PQ�f /// PAD'MWNT�VAULT f _ / / i / t / 1 , / - ,-,/2•G- D)(1- RECREATION r• 4C-(4800 KCMIL,;:(1k2GND ! / k x e. ,- r �r...t 4 �PRIMARY /t'�r`, ! / ( //\ Q RV CONNECTION(TYP)\ �U 2�C-NETWORK I 2'C-NETWORK ,r // ,•�r�"' / rT` J 8 ---r �_ / 2'C 2 GND t T --` YG SPAREr •-- -�' /��, \ f 3 Q �-fl CONMSSION (2)4'C-COMM (2)4C-CaAM _ _'_____ _—,. =_ __/• f' -./ / - �F`,�2'C�SPARE(') fJ',Di`' )2'C N ! t ETNC7RK ,i / TA-38 /.�� t _ / , ,�� st O \ ` . , / VAULT -- ' f I r-^ti �jZs(` r` ;', %j SCHAFER 4C-PRIMARY•/ 1 1 VAULT / f �\. , �, O LIa,,C� - , �/\ l ` " I � 1—u2•G�(3)r.(1)rGND _ STATE PARK ��J CAMPSITE s ' 1 ,2 C— 3 1 GND 1�,� \ / f (_/I.()ifl ``1f Y mESTIjj6GND \f r - G 1 P 4 C PRIMARY ! 2 C:-(2)/2/0 1 i I f r � 3°—�+�µ/u:(i�+D 'r c �sPt(RE��` �'��-,2 c`' �i ��- t z c�2 µ/O. ! sP(JRE R NARY z c-5P t r` x-VAULT,.- -' s h i'� Y '- :(a-0� a Q 6)11 (3)/10(1)JIGND RELOCATE 3'c—(+)!+/0.-c4j1a+D` , � O1(�) DO o o r_ CAMPGROUND �. j _ ( -t- ./ - , s•��1 ( `a ""\, O I_,/ C (3)JI,(1)CUD 1' 5 o O Q ELECTRICAL ,a te^ a E3D a (D O O` '/ PLAN A t J `;. P� �1°° ;, 4 0 (D00 . ° SHEET 42 OF 45 y, o ,� OG 1-1/2-C`(3)r�(1 r6ND SCALE (, _ O .� 0 15' 30' 60' PARKS FIE/ / \ GENERAL NOTES: 2ARKCODE QRSECTCODE-YEAR-FILENAME / 1. JUNCTION BOX LOCATIONS AND CONDUIT ROUTING ARE SCHEMATIC.WHERE APPLICABLE,ALIGN JUNCTION BOXES WITH PAVEMENT EDGES CONDUIT ROUTING SHALL AVOID TREES SUBMIT CONDUIT AND JUNCTION BOX LAYOUT PLAN TO ENGINEER PRIOR TO INSTALLATION. o r -�_ u�-_: � '�i^,/%.,+✓''�~ 1 I \` � 2 MAINTAIN AND PROTECT ALL EXISTING UNDERGROUND UTILITIES CONTRACTOR TO LOCATE PRIOR TO ANY EXCAVATION.PRIOR TO STARTING CONSTRUCTION, _Z� .\ CONTRACTOR SHALL CALL Till LOCATES FOR UTILITY LOCATIONS I \ 3. ALL SPARE/El PTY CONDUITS TO BE PROVIDED WITH NYLON PULL STRINGS VERIFY LOCATION CONDUITS T ION OF PROPERTY U ,EASEMENTS AN UTILITIES PRIOR TO 4. ALL JUNCTION BOXES AND LOCATIONS. i I \�� -(-');GN5- �--- PLACEMENT. (3)it,(1)f1GND` ' R - *''a ��, �I - /!__\ � ,�\ ; ( r 7 �1 1/2�C-(3) �� _�__ � ^'�)\ _ �� (a � � 5. ALL CONDUIT LENGTHS ARE APPROXIMATE t ti ,vf` �a� �. L { ,)' o-o- "'•",� \ 6. CAP ALL UNUSED CONDUITS WHERE CONDUITS ARE CAPPED MARK LOCATION „fir i C,3t1/2�C-(3)fl, )f1GND� F•( \ \ � � \ �\ (Z \ WITH AN ELECTRICAL MARKER /},( 7. FIELD BENDING OF STRAIGHT STRAIGHT CONDUIT SECTIONS INTO LONG RADIUS SWEEPS IS }��' +l✓�� _" -' ` ��\�---c=---- ,-7--��. 'i'ly 6, PREFERRED. $ V\I\i'`C / \z �-"- �� -- ] �C:' - �` O O .-��. `' B. GROUND ALL IN-GROUND JUNCTION BOXES,HAND HOLES,AND PULL BOXES �� O t I \ PER MOST CURRENT VERSION OF THE NEC. /2•C�-' \ �f -(3)fl.(1)fla+� /.o �r �, ` FLAG NOTES: �' (3)/L(1)fIGNO \ �\ PPRROONIDEECONETUNNEC�TO COMFORT STATION LOAD CENTER COORDINATE WITH o S. < ° ..� 1-1 2% GNU 1 ACTION BY DATE - 3 -� , LEGEND DESIGNEDCBF 5 15 20 P TYPE 2 JUNCTION BOX �00(FM) AUU 5 15 20 41 �'� i �...-/f.". i \.^-. �,,.�-' \ jf'r(•) -'7 \ jtr�'> ® TYPE 3 JUNCTION BOX -- 1-1/27C-(3)f1.(1)/1GN�' .\ ..; �\ \ i CHECKEDHDOTS UNDERGROUND RACEWAY y �r vi' �t \\ i/ r HOST 9TE �7 ��\ _�-....i/1- �'`,i O r .:= . u1 \ JAE PTRANSFER;''� „_-.�-�. 1-1 2•C- 3 1 GTIDi �� .i' ^� �i Q ��`� -' P ...f -1/2'Cr-(3'1 �- \� HOC Q B \\ f'/� / ()f1 ()E7 \r 1., �\ c:. l t�. G .a` - _C'E`' 1 UM 1-C-(2)f10;�(1)jIOGGNDDl-`^;�/`\�...� yJLLJ 31353 " Iw (1)f1cND Lil I ,� , ✓ DRAPIFlEIDlPROJECT ENPUMP , i I-. t:': , , ;�r:�yk'�a 1 i cnce , WASHINGTON -�`7�;\ y'C'7- __� ��\ G J•' \, JI �,s� � r STATE 1-1/2'C-(3)f1,(1)f1GND , ,(I J -� G \� r ��;�. \ PARKS AND U /� Q ! := � \ RECREATION `h CON NHSSION Iro 1�/2•C-(3)f1:(1)f1GND \ � ;-a='�= t \� - `C--(6)f1`(1)f1GND, _� SCHAFER .I -"_1 V\• `-11.;,-„��' j/- � y 3•C-(3)f1.(1)f1GND 3-C—(6)f1;'(1)f1CND"' STATE PARK Imo'' /ter. �' \ --'�\ y, `'� 1`� f?>i''fj] jY` �, �pJ .. o ❑. -.y?'� ` '4�. \ ,� 1 ,. s.� �` \ '`-. :1/211Gr+D� �;� — •C—(3)f1.(1) 3��@)/1 GNO '---.------- - I 3 �3 1 GNDI �o�\ Al O 1-1/2•C-(3)/1�(1)f1GNOJ,, �/ r `-••�iv: � 5 RELOCATE aWPSITE7 _ _ (.- \ " j CAMPGROUND PEDESTAL 2C RV CONNECTION(TYP) "`^'r�'�^�'�``��r�/"� - ._,/"-U'�,-./'�'^` "� \\ / }. rf 2O (2)f4/O (1)j6D .f^r` v--,.-�I- \ (4)14/0,(1)f4GND •G-(2)14i9,(1)f1Dv;r ELECTRICAL 2 2•C SPARE SEA— PLAN B � SHEET 43 OF 45 ------------------------------=------ m —— ® � SCALE 0 15• 30 60 PARKS FILE# TO UTILITY �ELECTRICAL PEDESTAL PARKCODE WRGECTCODE-YEAR-FlLENAME 1.2TC-(3)IZ(1)IB GND 3'C-(4)/4/0,(1)14 GND 4 PANEL 4A PANEL 2A LOAD UTILITY 400A 200A CENTER PROVIDE OPTIONAL HOSE BIB SHROUD AND METERING M MOB XFMR 4A-2A Mai 277/480V 75 KVA 120/208V COMFORT REAM FACTORY INSTALLED HOLE FOR HOSE 30,4W �0Y/27T 4WY/'2°y 30,4W STATION BIBB AS REQUIRED. Z 4'C-PRIMARY UTILITY XFMR 12,47KVA 44W Y/277V PANEL 28 "MILBSERIES M MILLENIUM PROVIDE "ARROWHEAD" #365 HOSE BIB WITH 3ooA SERIES MODEL XFMR4A-29 MCB INTEGRAL VACUUM BREAKER. 3'c-(4)µ/D,(t)yt GND 755 KVA z 5200—XL-75GB DIRECT 48OV-120/240V 'u�WV BURIAL CAMPSITE 2'c-(2)}z/o, cN0 16 ELECTRICAL PEDESTAL Jo WITH OPTIONAL HOSE 4"f CLEAR SPACE BELOW SHROUD. 4'C-(4)/6DO KCMIL,(1)12 GND BIB SHROUD. PANEL 2C 3A 3" THICKNESS OF CSTC GRAVEL AROUND $ XFMR 4A-2C IACB 75 KVA 120 24 -° PEDESTAL. (SEE SITE PLANS) 2'C-(2){4/0.(1)/4 GND 48OV 1122�0/240V 10 3W 3�O-(4)/�`O KCMIL,(1)j2 OND FINISH GRADE FINISH GRADE — YC-(4)(350` KCMIL.(1)/2 GND SCH 40 GALV * ..... . . ..•. . 3/4" SCH40 GALVANIZED STEEL WATER PIPE. " WHERE TOTAL LATERAL VALVE BOX 3/4 STEEL WATER PIPE LENGTH IS LESS THAN 3/4" SHUT—OFF VALVE ONE-LINE DIAGRAM RISER. LENGTH REDUCE GALVANIZED c LENGTH AS REQUIRED. 3/4" SCH40 PVC WATERLINE LATERAL. _ 2" RGS ELECTRICAL 2 x 2 x 3 4 SCH 40 PVC ACTION BY DATE �0 scALENONE CONDUIT RISER. WATERLINE TEE. DERGNED CBF 5 15 20 ORAL AUU 5 15 20 2" SCH 40 PVC LOOP CHECK(�) DOOR ACTIVATED PHOTOCELL WATERLINE. CHECKED HOO1S LED sr111P LIGHTS I EXPPROVIDE I� 30' 2" RGS 90' ELBOW. COVER RDm METAL METERING 2" SCH 40 PVC ELECTRICAL CONDUIT. SECTION PANEL 4A [PN2AVPER UTILITY 77/4804 SCREENED VENT TOP REQUIREMENTS �`00 ' CAMPSITE HOOK-UP DETAIL F20 ALENO SCALE REFER TO CIVIL DRAWINGS FOR WATER SYSTEM COORDINATION. 480/277 t353 20B/120V OVAL 75 KVA XFMR 6'TYPICAL PROJECT ENGINEER EACH SDE� 6'xs'-10/10 WWF r 4� WASE INGTON 21V STATE CONCRETE INCOMING CONDUITS AT EACH GROUND ROD 3000 PSI MIN' PARKS 2/0 BARE OUTGOING CONDUITS AT 1JACH CORNER 6'x6'-10/10 WWF COPPER AND FRONT VIEW SIDE VIEW tiLVlJ MAIN ELECTRICAL PEDESTAL DETAIL 125VE3300ATAaE RECREATION E20 SCALENOIIE RV RECEPTACLE CONMSSION 120/24OV,50A RECEPTACLE ® 120V,20A,GFa DOOR ACTIVATED PHOTOCELL LED STRIP LIGHTS r PROVIDE EXPANDED METAL GEIED AND STATE PARK COVER SCREENED VENT TOP k BOTTOM 2P50A® �1P2�OA 2P 225A NL 2B(2C ENCLOSED zo/24ov BREAKER 1® �1r 1P3oA A Mai 2�y_ RELOCATE , V 75 KVA CAMPGROUND 75 KVA XFMR 6' r TYPICAL EACH S07 3• ' 6'x6'-t0/io WAP �. ELECTRICAL 24' �- CONCRETE DETAILS CONCRETE .. - INCOMING CONDUITS 3/410 GROUND ROD 30DO PSI MIN. 2/O BARE OUTGOING CONDUI75 AT EACH CORNER 6'x6'-10/10 WXF SHEET 44 OF 45 COPPER FRONT VIEW SIDE VIEW FRONT SCALE (:I:)CAMPSITE PEDESTAL 2B(2C)DETAIL CAMPSITE CABINET ELEVATION DETAIL NONE E20 SCALE:NONE E20 SCALE.NONE PARKS FILE/ PARKCODI GM011111ECTCOCIE-YEAR-FILENAME Stantec Panel Stantec Panel Name 4A 277/480V 3PH 4W 400A Main CB Type:Panelboard Name 2A 120/208V 3PH 4W 20GA Main CB Type:Panelboard Location Surface Mounted 65,000AIC Location Surface Mounted 65,000AIC Serves: Single Lugs Serves: Single Lugs # IDescription Load CB ABC C8 Load 1D.scripticm # # Description Load CB ABC CB Load Description # 1 Space 0.00 0/1 X 0/1 0.00 Space 2 1 Equip CABIN C1 3.00 50/3 CB X 0/1 0.00 Space 2 3 Space 0.00 0/1 X 0/1 0.00 Space 4 3 ---CABIN CS 3.00------ --- X 0/1 0.00 Space 4 5 Space 0.00 0/1 X 0/1 0.00 Space 6 5 -------CABIN C1 3.00------- --- X 0/1 0.00 Space 6 7 Space 0.00 0/1 X 0/1 0.00 Space 8 7 Equip CABIN C8 3.00 50/3 CB X 0/1 0.00 Space 8 9 Space 0.00011 X 0/1 0.00 Space 10 9 -----CABIN CE 3.00------- --- X 0/1 0.00 Space 10 11 Space 0.00 0/1 %0/1 0.00 Space 12 11 -------CABIN CS 3.00------- --- X 0/1 0.00 Space 12 13 Space 0.00 0/1 % 0/1 0.00 Space 14 13 Spare FUTURE CABIN 0.00 50/3 CB X 0/1 0.00 Space 14 35 Space 0.00 0/1 X 0/1 0.00 Space 16 15 ------FUTURECABIN 0.00______ -- X 0/1 0.00 Space 16 17 Space 0.00 0/1 X 200/3 CB 16.00 Panel 2A 18 17 -------FUTURE CABIN 0.00------- -- X 0/1 0.00 Space 18 F5 19 Space 0.00 0/1 X -- 16.00----2A 20 19 Spare FUTURE CABIN 0.0050/3 CB X 0/1 0.00 Space 20 VI 21 Space 0.00 0/1 X ------- --- 16.00------2A 22 21 ------FUTURECABIN 0.00------- --- X 0/1 0.00 Space 22 23 Space 0.00 0/1 X 300/2 CB 31.52 Panel 2C 24 23 -------FUTURECABIN 0.00------- --- X 0/1 0.00 Space I 25 Space 0.00 0/1 X -- 31.02------2C 26 25 Spare FUTURE CABIN 0.0050/3 CB % 0/1 0.00 Space 27 Space 0.00 0/1 X 300/2 CB 34.71 Panel 2B 28 27 -------FUTURECABIN 0.00------- -- X 0/1 0.00 Space 29 Space 0.00 0/1 X--- --- 34.21------2B 30 29 -----FUTURE CABIN 0.00------ --- X 0/1 0.00 Space Rev: PHA PHB PH 'Circuit Breaker Code 31 Spare=FUTURE CABIN 0.0050/3 C9 X 0/1 0.00Space Revised Ckts Marked•Existing Ckts Marked#Connected KVA 47.02 50.71 81.73 G=GFCI H=HID Rated 33 ------FUTURECABIN 0.00------- --- X 0/1 O.00Space z 204821470 S=Shunt Trip C=HACR Rated 3S -----FUTURE CABIN0.00--- --- X 0/1 0.005pace File: V:\2048\active\204821470\d_working_files\10_electriml\03_analysis\Sched\Schaf D=Switching Duty#=See Note 37 Spare FUTURECABIN 0.0050/3 CB X 0/1 0.00 Space 38 ACTION BY DATE A=AFCI 39 ----FUTURECABIN 0.00------ --- X 0/1 0.00 Space 40 DENGINED CBF 5/15/20 Notes: 41 ----FUTURE CABIN 0.00------- --- X 0/1 0.00 Space 42 DRAW AUU 5/15/20 Dem. 43 Spare FUTURE CABIN 0.0050/3 CB X 125/3 CB 10.00 Equip COMFORTSTN LOAD CENTER 44 CHECKED(FIELD) Load Type Conn KVA NEC Demand Factor KVA Dem.Am;NEC Feed% NEC Feed Amps 45 -----FUTURE CABIN WConnected X ------ --- 10.00---COMFORT STN LOAD CENTER 46 CHECKED HDQTS. Equip 177.72.x100% 177.72 214 x100% 214 47 ------FUTURECABIN X--- -- 10.00------COMFORTSTN LOAD CENTER 48 - Mech 0.74 x10DIA 0.74 1125%of Largest 1 Rev: PHA PHB PHC 'Circuit Breaker Code Recept 1.00 30 KVA @ 300%,rest @ SODA 1.00 1 x 100% 1 Revised Ckts Marked•Existing Ckts Mark16.00 16.00 16.00 G=GFCI H=HID Rated 179.46 216 Amps 179.46 216 216 204821470 S=Shunt Trip C=HACR Rated File: V:\2048\active\204821470\d_working_files\lO_electrical\03_analysis\Sched\Schaf .=Switching Duty#=See Note A=AFCI c7�O�F* Q Notes: Dem. Load Type Conn KVA NEC Demand Factor KVA Dem.Am{NEC Feed% NEC Feed Amps Equip 48.00 x 100% 48.00 133 x 100% 133 31353 48.00 133 Amps 48.00 133 133 PROJECT ENgNEER Stantec Panel Stantec Panel Name 2B 220/240V 1 PH 3W 300A Main CB Type:Panelboard Name 2C 120/24GV 1 PH 3W 300A Main CB Type:Panelboard WASHINGTON Location Surface Mounted 22,000 AIC Location Surface Mounted 22,000 AIC Serves; Single Lugs Serves: Single Lugs # IDescription Load CB AIBI CB I Load Description # # IDescription Load CB AjBj CB I Load Description # STATE 1 Equip Campsite Cabinets 1\2\3 5.64 100/2 CB X 50/2 CB 5.64 Equip Campsite Cabinets 1A18 2 1 Equip Campsite Cabinets 7/8/9 5.64 125/2 CB X 90/2 CB 5.64 Equip Campsite Cabinets 13/15 2 3 -------Campsite Cabinets 1\2\3 11.28------ -- X ------- --- 5.64------Campsite Cabinets 17\18 4 3 1---Campsite Cabinets 7/8/9 11.28------ --- X ------- --- 5.64------Campsite Cabinets 13/15 4 r[-11tLiU P/�R u S 5 Equip Campsite Cabinets 4\6 5.6450/2 CB X 20/1 CB 0.371 Mech HOSTSITE TRANSFER PUMP 6 5 Equip Campsite Cabinets 10/11/12 11.78125/2 CB X 90/2 CB 5.64 Equip Campsite Cabinets 14/16 6 7 ---Campsite Cabinets 4\6 5.64--- -- X 20/1 CB 0.37 Mech DRAINFIELD PUMP 8 7 ---Campsite Cabinets 10/11/12 5.64---- -- X --- -- 5.64-------Campsite Cabinets 14/16 8 AND Equip Cabin Site Cabinets C2,C3,C7 11.28 100/2 CB X 0/1 0.00 Space 10 9 Equip Campsite Cabinets5 2.82 25/2 CB % 0/1 0.00 Space 30 it -----Cabin Site Cabinets C2,C3,C7 5.64---- -- X 0/1 0.00 Space 12 11 ------Campsite Cabinets 5 2.82------ -- X 0/1 0.00 Space 12 RECREATION 13 Equip Cabin Site Cabinets C5,C6 5.64 50/2 CB X 0/1 0.00 Space 14 13 Space 0.00 0/1 X 0/1 0.00 Space 14 15 -------Cabin Site Cabinets C5,C6 5.64------- --- X 0/1 0.00 Space 16 15 Space 0.00 0/1 X 0/1 0.00 Space 16 17 Space 0.00 0/1 X 0/1 0.00 Space 18 17 Space 0.00 0/1 X 0/1 0.00 Space 18 C ONM S SION 19 Space 0.00 0/1 X 0/1 0.00 Space 20 19 Space 0.00 0/1 % 0/1 0.00 Space 20 21 Space 0.00 0/1 X 0/1 0.00 Space 22 21 Space 0.00 0/1 X 0/1 0.00 Space 22 23 Space 0.00 0/1 X 0/1 0.00 Space 124 23 Space 0.00 0/1 % 0/1 0.00 Space 24 25 Space 0.00 0/1 X 0/1 0.00 Space 126 25 Space 0.00 0/1 X 0/1 0.00 Space 26 27 Space 0.00 0/1 X �34. 0.00 Space 28 27 Space 0.00 0/1 X 0/1 0.00 Space 28 S C HAF E R 29 Space 0.000/1 X CB 0.5C Recept Pedestal 30 29 Space 0.000/1 X 20/1 0.50 Recept Pedestal 30 Rev: PHA PH •Circuit BreakerCode Rev: PHA PHB •Circuit Breaker Code STATE PARK Revised Ckts Marked"Existing Ckts Marked#Connected KVA 34.71 1 G=GFCI H=HID Rated Revised Ckts Marked•Existing Ckts Marked#Connected KVA 31.52 31.02 G=GFCI H=HID Rated 204821470 1 S=Shunt Trip C=HACR Rated 204821470 S=Shunt Trip C=HACR Rated ' File: V:\2048\active\204821470\d_working_files\30_electrical\03_analsis\Sched\Schaf D=Switching Duty#=See Note File: V:\2048\active\204821470\d working_files\SOelectrical\03_analysis\Sched\Schaf D=Switching Duty#=See Note A=AFCI A=AFCI Notes: Notes: Dem. Dem. Load Type Conn KVA NEC Demand Factor KVA Dem.Amr NEC Feed% NEC Feed Amps Load Type Conn KVA NEC Demand Factor KVA Dem.Am{NEC Feed% NEC Feed Amps Equip 67.68 x100% 67.68 282 x100'1A 282 Equip 62.04 x100% 62.04 259 x100% 259 RELOCATE Mech 0.74 x 1001/ 0.74 3 125%of Largest 3 Recept 0.50 10 KVA @ 1001A,rest @ 50'/ 0.50 2 x 1001/ 2 Recept 0.50 10 KVA @ 100%,rest @ 50% 0.50 2 x S00% 2 62.54 261 Amps 62.54 261 261 CAMPGROUND 68.92 287 Amps 69.92 287 288 JANELSCHEDULES E2, ALE NONE PANEL SCHEDULES SHEET 45 OF 45 SCALE NONE PARKS FILE/