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11-101245Fir L CITY OF �. Federal April 21, 2011 Plats Plus 720 Cedar Avenue, Unit C Marysville, WA 98270 CITY HALL Way 33325 8th Avenue South " Federal Way, WAS (253) 835-7000 www.cityoffederalway.com RE; File #11-101245-00-AD; MODIFICATION APPROVAL Dash Point State Park Sewer Improvements, 5700 SW Dash Point Road, Federal Way Dear Applicant: The City's Department of Community and Economic Development is in receipt of your request to modify the approved Dash Point State Park Sewer Improvement site plan. The project was granted Process III approval on June 12, 2007. According to an April 4, 2011, submittal of revised plan pages L-4, MPS-1, and MPS-2, minor modifications to the existing main pump station are requested. The proposal is to add a standby emergency generator and a 500 gallon propane tank, set on separate foundations. The above -mentioned additions are included in the April 26, 2007, Addendum to the SEPA Determination of Nonsignificance (DNS) for Dash Point State Park — Sewer; therefore, no additional environmental review is necessary. The request for site plan modification is hereby approved. There are no changes to site access points, easements, utilities, or impacts to sensitive areas, significant trees, or the environment with the requested site plan modifications. Pursuant to Federal Way Revised Code (FWRC) 19.15.090(2), "Subsequent Modification," the modification request does not constitute a change in use and is determined to have no substantial changes to the impacts on the neighborhood or the City as a result of the change. This modification approval does not waive compliance with future City of Federal Way codes, policies, and standards relating to this development. This approval does not constitute approval of a building permit. The associated commercial building permits are currently under review. If you have any questions regarding this letter, please contact Assistant Planner Becky Chapin at 253-835-2641 or rebecca.chapin@cityoffederalway.com. Sincerely, 7 �G 1. Isaac Conlen Planning Division Manager for Patrick Doherty, Director enc: Approved Site Plan c: Scott Sproul, Plans Examiner Chris Ingham, South King Fire & Rescue Joe Ward, joseph.ward@parks.wa.gov John Zinza, john.zinza@parks.wa.gov Doc. I.D. 57424 CITY OF FEDERAL WAY DEPARTMENT OF COMMUNITY DEVELOPMENT SERVICES DEVELOPMENT REVIEW COMMITTEE TRANSMITTAL DATE: April 7, 2011 TO: Scott Sproul, Plans Examiner Chris Ingham, South King Fire & Rescue FROM: Becky Chapin FOR DRCMTG. ON: No Meeting, email any comments FILE NUMBER(s): ................................................................................................................................. . 11-101245-00-AD RELATED FILE NOS.: 06-105996-00-UP PROJECT NAME: DASH POINT STATE PARK SEWER IMPROVEMENTS PROJECTADDRESS: 5700 SW DASH POINT RD, Parcel # 102103-9002 ZONING DISTRICT: SE PROJECT DESCRIPTION: Request for modification to Use Process III approval to include generator. LAND USE PERMITS: Use Process III PROTECT CONTACT: WASHINGTON STATE PARKS DEPT 270 9`b St NE Suite200 MATERIALS SUBMITTED: Master Land Use Application Site Plan CITY OF � L Federal Way,-o of Fro APPLICATION NO(S) ® ( ( 0 S ` Vd — V Proiect Name lJ c—� & L i Po i ,x4 `� 4a A 0 *# /-/- /o /A u/ 5' - MASTER L. _t�TD USE APPLICATION DEPARTMENT OF COMMUNITY DEVELOPMENT SERVICES 33325 8`h Avenue South PO Box 9718 Federal Way WA 98063-9718 253-835-2607;Fax 253-835-2609 www.cityoffederalway.com Date 4 y U Property Address/Location S J 0 0 S DaS k P Parcel Numbers) A 0 .�_f 0 3 e7 0 0 �-" f� Project Descriptic PFXARF P_P NT Type of Permit Required Annexation Binding Site Plan Boundary Line Adjustment Comp Plan/Rezone Land Surface Mod ii lcati Lot Line Elimination Preapplication Confe ndi Process I {Director= Ap Process IRSite P Pro ces iN {Haminer's Decision) r� P;o V ( Ju icial Rezone) .4ine: Variance/Conditional Use Subdivision dance: Commercial/Residential Required Information International Zoning Designation Plan Designation p,b f Existing Improvements s of Proposed Improvements Code (IBC): Occupancy Type —Construction Type Name: P1�=i T �k" S Address: -?ZO CCcQC( i- 4ve lUo+ C. City/State: �i r y S r lie �v,Q. Zip: Cl S-Z % 0 Phone: Fax: Email: la r'r;� G P )r,, sp )o, corn Signature: Agent (if different than Applicant) Name: Address: City/State: Zip: r Phone: Fax: Email: Signature, Name: Address: City/State: Zip: Phone: Fax: Email: Bulletin #003 — August 18, 2004 Page 1 of 1 k:\Handouts\Master Land Use Application r - , ja L- j [+r� 6 �_ 1 n ` •• D A CAD No. 78restore.dwg N J1 �� }�- \ 11AA SR E� - - �` (�� -��� _ _A 1\ I' Ill RESIDENCE Ro�� �`�' '1\ y COMFORT g SPECIAL PLANTING �� .- .�� -- } STATION 1 j 1 2 7 2TN. R.3E W.M. SITE A, SEE R1 J - - ;, P�1 . 1� vvv v SEC77ON 10 do 15 ��r '' — KING & PIERCE COUNTYvV _ _ _ ►- -_ . _ ` \► 1\ �ro`S6 1, IBC-�+xy 1 V _ 1 \\ ----------___-__ - - _ _ _ PUMP STATION NOTES: a o - _;t- a v -OF--- , ��-, vvvvvv `. IxSea - - - - - _ .---- Y i \ It A -t ` I. SEE DETAILS 1. 2 AND 3 DWGj MPS-4 FOR FWL 1 ►\ ' tsov - - - SURFACM AT THE WAM PUWP STATION AND THE ACCESS 12 �l a ROAD TO THE WON PUMP STATION. 1 `� ♦ v v °J1 vv t SPECIAL PLANTING J ' . a 1 ,►---^ti n vn nnra SITE B, SEE R2 6 2. STRAW WATTLES ARE AN ESC 1� THAT WILL BE '1 J 1 1 + D L-7 r _ INSTALLED AS SOON AS GRADING IS COMPLETE AT THE MAIN- 11 1 } vv VF vv PUMP STATION. SEE DWGJ ESC-10 AND DWGJ ESC-17 FOR ' PLAN LAYOUT AND STRAW WATTLE DETAIL WATTLES SHN-L 1 ACTION BY DATE RESTORATION LEGEND: 14 DPJM ! d"' BE KEPT IN PLACE FINAL SITE STABILIZATION. O ; ♦ =y ''/`I �I' (� D duz os 1 1Q ® MEADOW S® Wa 1 _ ___---•' `* pb"° UPPER c TR 06/10 SPECIAL PLANTING CAMPLOOP OLOW GROWING TURF SEA MIX SITE B, SEE R2 1 /l���'- - • v ♦} \_'' /'-_ te'uo \ \ EpOSWWALE SEED LAD( a am. //\\ / um' 4 1 1} r\ r a _ y ` ►, ®tC.121,e' l 1 �_ / ♦, ► Ixx47 \ , K�1 yam,d O ® PLANRNG ZONE A _ \ 1 v � f ♦ � ♦ iiii'F r _ 1 f / v 4 fllR \ © ovra PLANTING ZONE B c\ ^' / /� , `y s vo %ir 'Z ` QsHai v' `! ie ` vo' rZ n \I, , APPIl� V 4 L0' 1 611-12�¢a ..7 T \ I� 1 `4/ / OSPECIAL PLANW SITE rr, Lo LOW — a vvv � ° CITY C� F FEDERAL w+orEI.T O10"'� "" " CDS WASHINGTON ® ASPHALT PAVF�,IErTr 4_1 i1- CAMPLOOP/ vo'vv ,^\ O ;I ;. ''f �I ,\\\ - I ► 2 �� 1 /�,/ STATE OGRAVEL ♦ ♦ // i 1 ' ♦ J'r � ' �I♦ I \\\ , PARKS �ti ,�-_� ,__. .$���#._, `, AND NEW ME GATE =� f _� r--- _" ,— —11 --�~ __ f I/' 1 j ti~♦ // ,1 - - RECREATION (SEE DWG/ L-11.), - - I �----- �• tzrov � '•/-- — -� � I ,� ♦ ♦ /'�rr .r NEW 8' SECURITY , • + it 3 1 �7 e ` �- :[ 11} - ' ./ ` r-" `♦. ; I' COMMISSION CHAIN LINK FENCE .' I Iiv , 16F1a if jlj 1- 1 I ♦/ �� ^� I I WIN DOUBLE / 10 tPNn 12'BF 14 v SWING GATE / vvv vvvv v vvv I r f 1 (SEE L-1O. - l 1 avvovvvvvvvvv avvv 1 I ,\ 12� 6 ► , () ) vvv vvvvvv vv EXISTING It `r+54D >> tagrl vvvv COMFORT f ,� ,.•,` 1 s vv STATION #4 r_ _- '-=�- I .w0` �• -, :'� \�j% DASH POINT b P P v O ,___ EXISTING STATE PARK ' tyv I vvv o v ' 1 1 S\' , 1 1�a ' �♦ \♦ I I I I v v v 10 I I r I+\\ I I u \\ ,► COMFORT 0 3' \ 1 I vvv I r 1 , \ ram\ I I QYxa 14 Q2./ \ 7 \ STATION J3 • ) ` -�- \ / / Y 1 1 1 --, 91a -yl/, .\�\�• ®_! a oo ,% SANITARY SEWER vvvv Nn , r lJ `j�k ,y U w ���p, i''�- `♦r \ \ /r - } ' vva v �' - 'J 1\ 1 rfrW . COLLECTION ^ w w T \ •aF\ \ ! 1! I -® 1, 1e vvvv 1e 'a 1'rf3�Y' `' SEE PUW • r - !_ _ . o - vvvv a NO • f • ♦i- SYSTEM STATION NOTE \ \ 11 E 2 W y ir' a �itY , 2 x17'1" ♦ v,�- /i: / 1 F FROM 7 _ SITE Srm PLAN ' , Q) Q sun v�/, - R ESTO RATI O N � 1 1 / / •� 1, • i $ \ Imo.. I , r 1 PLAN TV TV TV SPECIAL PLANTING vv 1 ' ♦ ► i i " , SITE D, SEE R 1YF �W6--- -. vvv '- C t ♦'♦ ,► i ' T Ike icySCJ4LE Apo RAO_ .�•t vvv 11 / / ♦� .;,, 1 TV 1 \ s W v W v 0' 25' 50' • _ - W �� �� ' � ♦ ' SHEET 78 OF 86VVV 100' vv ` to v v 1c ♦, \ FILE NO. TRA' CH/ KCM CAD NO,A1 0001 - 1 \FILE,DWG r. / \\` • _ -..ter. - - _ \ l \ t!!e, Weshingb�n 98101 w MH A2 -�_ r-� 3 T - CORNEF F GRASSPA \ Fax:206 B& 9301 0 - - - E?atEi4GENc_1 ° N 119222.41 • # / GENERATOR \ _ -' _ --�• �I E 1249481.94 ! a CT GAL \ 1 �1 a ` - - PRECAST `PROPANE�TgNK 59 ___- 1 - ■ ■�_� • MH A3CONCRETE--'- _ _ _ _ STEEL GATE,1-58 • z_ - 0 If�3fh�G ML C `- •� - ` ram_ -15� _ , `tiy _ - _ �'� SEE_ D1'�G�-1,_ :;fir : "�•rS. f.��r O ER �.• - _ _ CLEd 9L'1T • "r P• 7, SEE DWG -SS- -1 - • ! i I^ SEWER LINE PLAN AND i 1/2"HDPE FUTURE • \ �t R IL U L� F' DISCHARGE ..r---_-- fR01ItE•- -- __ WATERLINE. CAP �I`• F HEADER VAULT �r� pENDTES EXISTI G TREE - " ` - - BOTH ENDS 1 C • ■+�• ` \ z �_ t,.1 OUTSIDE GRAS PAYER r_ I �. b MAIN -PUMP STATION =: TO BE RMGV D - _ _ _ _ _ _- LIMITS--- -• �-`■ r �t t ACTION Br DATE MH Al. SEE DWG 7r_ d x� • ■ r s t \ 1 �• 1J DESIGNED G 01 01 O1 MPS-3 I! 11 - 'WETLAND ate'" • 20 DIUS 1313iHT � 1 ----_----- 1 - I! 8064DARY-- y� • 'N•119115S4�¢,55 Ir ! �-ri 5 1 DRAWN AAA01 01101 ���.� \ E t,7�494713 , / J CHECKED (FIELD) 01 /01 01 ••• �• \\ �� Jam/ r / c,� + �' CHECKED (HDQTS-)ona 01 /O1 /0, �.�_ .__-_-_� - ����� � � �j�1 � -' � -- - � ` • ram- `\ �, i•,• 1 •�� \ \ \ 1� ` r `_ � �; n - -- 4+iB------__ __ - v t�� r� I 1 /� rf /r tom` 1 �e1 \� ', � � `� - /!''��1 / �r 1 I / �• \t d� 1[8uy�'�7_Z_o7 _ _ y `� PLAN � � � t 1 �• � � � � �/� �' 1'r I � w+aloa ------------ PROJECT ^; t I '<` 1t Lf /f / f ENGINEER WASHINGTON STATE tt PARKS ` AND RECREATION = COMMISSION 165 • .. •........-.. : I 185 :........- .......... ..... 4' FORCE MAIN. _MAINTAIN I DASH POINT IT UPWARD SLOPE r' 160 v........ .. a . - ..:.. .. FRO JASCHARG� HEADER I STATE PARK a a J a -EXISTING - GRISSF+At{E2 VAULT :TO SFM - DISCHARGE ; ........... , s0 ` =I GROUND I MANHOLE MHA8 1-INE r r :.... - �-- — �—'- SANITARY SEWER 155 0- M! o COLLECTION o SYSTEM 8"PVC SA RAI RY SEINER 8'PVC SANITARY $E'!R : - ::... :5 SITE PLAN x = NOTE: AND PROFILE 3 SEE SEWER LINE PLAN AND PROFILE DRAWINGS:FOR �o t PIPE LAYING INFORMATION. i40 ... .... ' .............. . :-......- ...... :.. .. . . ... :-.-.....:-. MPS-1 SCALE q 3 13F %d A10+00 A10+50 A11+00 A11+50 A,2+SHEET 64 OF 86 PROFILE 'e 1"=10' HORIZ 1"=5' VERT FILE N0. ♦ \ + . TETRA TECH/ KCM CAD NO.A1 0001 - 1 \FILE.DWG 1420 Filth Avauua wAe ` N=,Fax:206-863-9wl V p N a 64 _ - PROPANE TANK, SET O 1 -` ------ �' FOUNDATION PARALLEL �.� L N `"fC-fENCE LINE SLOPE 2' WIDE CONCRE��- - CORNER OF GRASSPAVE2 STANDBY GENERATOR.--- _ \� ,1 rr- - Z 0 SKIRT AWAY FROM - SET FOUNDATION - ♦ 60�' E 1249300.22 13UILDING�� ALL - ALLEL TO FENCE LINE � ♦ -AROUR6, SEE 4/MPS-4 MH A2 _ - \ ♦ t5T - o µ -PRECAST CONCTETE - _- � 1 1 - � - z ELECTRICAL CONTROL - \ - - x X ' K % Xl —i[-- . % x�x x �� _ - - • - ACTION BY DATE BUILDING. FF EL 153.3 } _ - DESIGNED 01 01 01 DRAWN Qi 01 41 _ - - CHECKED (FlEI,D) 01 Ql 41 r } - _ O - �.L• �r —T CHECKED HDOTS. Q 1 D S Q l CORNER -OF _ _ -- _ _ _ _ /+ 'TANK FUN' —A OUTSIDE GARNER OF BLDG rim �' - Mtn 11997Q.88 _ _ # rr 1 E 1247324, r` SfM� t8rBfliIOLE -{ N 119151.96 rr • '� " �' _ _ E 1249�R4 30_--1-5 r ♦ ♦ COMER- OF . I "�►!Y1NG GATE - 1i ♦\ry. GENERATOR FDN ❑ - _ 19164,17 _ ' CORNER_ F TANK FDN ~ rr UTSiDE if E- 49306.68 - 1191'69.4 -�}-- ' r W • 1249336.98 w- '-rw . w' ` - e _ q5 �♦ ,' ORNER O BLDG `W -�= - ~ ~ f'---mow wT w—w- TRAHSEAFtMER'SE- ~ ~ ~ _ -�� ♦♦ r 191 7, 2 5 n�rc: ov r�ee _k2CfR1CAL DRAWINGS 1 ♦rr E TF493D5. 2 RhS,- t; - - ---- / ' FINISH GRADE EL 153.0 - . P p—' P P—P P P _ F FORCEMAIN _ SEEi/frIPS- P�~P y PROJECT ENGINEER CLEANDUT 1€t ~�� - --- k-��- = ' WIiH PIG �P P!�'P iilt�dVETIt i ^� f �. ' � _ - • - . • . ��� S 1 WASHINGTON CORNER OF t .. 152•60 CORNER d • - _-------^ -~ FUTURE 1 1/2"HDPE STATE CORNER ` 1 ;-_I&SCHARGE~�-� r rr�' -_ - `a _ y WATER LINE. CAP AT BOTH _ ' HEAD_ER VA r � ENDS 1' OUTSIDE PARKS N 1149 79 _- -�5 N 119 36.61 ___---- _-_ -_- -- E�49281.46 - • \ r ram\r-�RA9SF'A°t+F�"11>vSli3 - -- �87� r ♦ E '1249309.41 AND 5 RADIUS POINT CORNER OF DISCHARGE \ -- L -' `-- -" i_52.so}` �� N 119105.49 _ RECREATION HEADER VAULT r 152.55 r _ `� E 1249400.91__ -------N 1249299.43 ---- �* �, /} �°-- - COMMISSION E 1249299.43 -7a r�-���♦ �` F ELECTRICAL CONDUITS 132.65- �� ■+ ♦� /% - -� FROM CONTROL BUILDING f w r ♦ -`� . �- -_ TO PUMP STATION, SEE .1 5~ I f/ r \I\I - - - DASH POINT ELECTRICAL PLAN STATE PARK HANDHOLE SEE - ELECTRICAL DRAWINGS _� �___-__1 y_ 4_ INSTALL 6' CHAIN LINK v --. - 49 SECURITY FENCE, CENI OF PUMP STATION 1�2. 5" . _ _ 6" OUTSIDE _ - SANITARY SEWER e E 1249393.85 + } GRASSPAVE2 ,BOUNDAfi COLLECTION SYSTEM / WETLAND BOUNDARY 3 �■ .r- -- ____-- ---�-------- -�2�- + l \ r- DETAILED SITE PLAN o CORNER OF r' - a 1 GRASSPAVE2 ' \ J N 19114.49-- E 1249316_97 --~ C •7 -♦ BH-3 1, •� MPS-2 SCALE Ste•-- 1r' • � -� - 0 1 O' - - f r � r '�' f ' � \\\ E - - _ - l `SHEET 65" OF 86 - ..r /■' \` FILE NO. WASHINGTON STATE PARKS & RECREATION COMMISSION JOE TALLER, CHAIR PATRICIA T. LANTZ LUCINDA WHALEY MARK BROWN STEVE MILNER RODGER SCHMITT RUSS CAHILL DON HOCH, DIRECTOR DASH POINT STATE PARK RV CAMPSITE UTILITY HOOKUPS APPROVED FOR CONSTRUCTION FIELD OPERATIONS MANAGER dale CAPITAL PROGRAMMANAGER date Park Manager: Hal Heather 110111 �. SHEET I DESCRIPTION G1 COVER SHEET G2 LEGENDS, ABBREVIATIONS AND NOTES DE1 DEMOLITION AND EROSION CONTROL PLAN DE2 DEMOLITION AND EROSION CONTROL PLAN DE3 TESC DETAILS Cl WATER AND SEWER PLAN C2 WATER AND SEWER PLAN C3 WATER AND SEWER DETAILS C4 WATER AND SEWER DETAILS C5 RV SERVICE ASSEMBLY DETAILS C6 RV SERVICE ASSEMBLY DETAILS E1 ELECTRICAL PLAN E2 ELECTRICAL PLAN E3 ELECTRICAL SINGLE LINE DIAGRAM E4 PANEL MOUNTING DETAILS E5 ELECTRICAL DETAILS E6 CONDUIT AND CABLE SCHEDULE 100% REVIEW SUBMITTAL NOT FOR CONSTRUCTION S CAD NO. / cr_cAin DESCRIPTION EXISTING FENCE WOOD FENCE WATER LINE STORM DRAIN SANITARY SEWER �5 SANITARY SEWER FORCE MAIN RIGHT-OF-WAY INDEX CONTOUR -- INTERMEDIATE CONTOUR SWALE CULVERT SILT FENCE TRIANGULAR SILT DIKE STRAW BALE CHECK DAM CATCH BASIN PROTECTION CLEARING LIMITS WATER SERVICE BOX BLOW -OFF ASSEMBLY FIRE HYDRANT ABANDONED WATER SERVICE CAP SS CLEAN OUT (CO) SS MANHOLE CATCH BASIN TYPE 2 CATCH BASIN TYPE 1 SD MANHOLE GAS VAULT GAS METER GAS VALVE u'^ TEL J BOX TELEPHONE VAULT POWERVAULT SIGN BOLLARD LIGHT POLE LIGHT JUNCTION BOX TRANSFORMER IN VAULT ELECTRICAL VAULT VAULT CONCRETE BARRIER CURB HOSE BIBB 1 DIRECTIONAL FLOW & SLOPE SHRUBBERY/TREES TREES �ll o UTILITY LINE TO BE ABANDONED NEW 81, W w 12" SD 6' SS ss- - 2" SSFM FM u 40 � —o—o—o—o— -o-o-o-o-o-o-o-o- s� ABBREVIA TIONS ACP ASPHALT CONCRETE PAVING @ AT BLDG BUILDING BV BUTTERFLY VALVE CB CATCH BASIN CI CAST IRON CIP CAST IRON PIPE CLR CLEAR CPE CORRUGATED POLYETHELENE PIPE CO CLEANOUT CONC CONCRETE CONST CONSTRUCTION CS COMFORT STATION CSTC CRUSHED SURFACING TOP COURSE CV CHECK VALVE CY CUBIC YARD DBL DOUBLE DIA DIAMETER DIM DIMENSION DI, DIP DUCTILE IRON PIPE DN DOWN DOH DEPARTMENT OF HEALTH DS DOWNSPOUT EA EACH ELEV ELEVATION EQ EQUAL EX,EXIST EXISTING FDN FLOOR DRAIN FIN FINISH FL FLOOR, FLANGE FM FORCE MAIN FT FOOT, FEET FTG FOOTING G GAS GAL GALLON GALV GALVANIZED GV GATE VALVE HT HEIGHT IE INVERT ELEVATION LF LINEAL FEET LPG LIQUID PETROLEUM GAS MAX MAXIMUM MFR MANUFACTURER MIN MINIMUM MISC MISCELLANEOUS M3 MECHANICAL JOINT N.I.C. NOT IN CONTRACT NO NUMBER NOM NOMINAL NTS NOT TO SCALE O.C. ON CENTER PARKS WASHINGTON STATE PARKS AND RECREATION COMMISSION PP PRIMARY POWER PUD PUBLIC UTILITY DISTRICT PSI POUNDS PER SQUARE INCH PT PRESSURE TREATED PVC POLYVINYL CHLORIDE PIPE REINF REINFORCING REQ REQUIRED RMC RIGID METAL CONDUIT SCH SCHEDULE SD STORM DRAIN SHT SHEET SIM SIMILAR SP SINGLE PHASE POWER SPEC SPECIFICATIONS SS SANITARY SEWER SSFM SANITARY SEWER FORCE MAIN STA STATION STEP SEPTIC TANK EFFLUENT PUMP TBM TEMPORARY BENCH MARK T TELEPHONE TESC TEMPORARY EROSION AND SEDIMENTARY CONTROL TV TELEVISION TYP TYPICAL U/G UNDERGROUND UNO UNLESS NOTED OTHERWISE VERT VERTICAL W WATER WM WATER METER W/ WITH W/o WITHOUT ' o Know what's below. Call before you dig. GENERAL NOTES 1. CONSTRUCTION ON HOLIDAY WEEKENDS MUST BE AUTHORIZED BY THE PARK RANGER IN ADVANCE. 2. ALL EXISTING UTILITIES TO BE ABANDONED SHALL BE PERMANENTLY CAPPED. 3. PRIOR TO START OF CONSTRUCTION, CONTRACTOR SHALL LOCATE AND IDENTIFY ALL EXISTING UTILITIES. NOTIFY ENGINEER OF ANY CONFLICTS. 4. ALL WORK AND MATERIALS SHALL CONFORM TO THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION (WSDOT)/ AMERICAN PUBLIC WORKS ASSOCIATION (APWA) 2012 STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION. 5. THE PROJECT IS LOCATED WITHIN A FORESTED AREA. THE CONTRACTOR SHALL USE CONSTRUCTION PRACTICES WHICH PROTECT THE TREES. THESE SHALL INCLUDE BUT ARE NOT LIMITED TO: A. MINIMIZE SOIL COMPACTION IN ROOT ZONES. B. PREVENT CRUSHING OR SURFACE ROOTS. C. MINIMIZE EXCAVATION ACROSS THE DIRECTION OF ROOT GROWTH. D. ROOTS APPROXIMATELY 1" DIAMETER OR LARGER SHALL BE HAND SAWN. E. AVOID "BARKING" TRUNKS. ANY SUCH DAMAGE SHALL BE PAINTED WITH A WATER BASED LATEXPAINT OR OTHER PRODUCT APPROVED BY THE PARK. F. BROKEN OR DAMAGED LIMBS SHALL BE PRUNED AS DIRECTED BY THE PARK. o� HORIZONTAL AND VERTICAL DATUM HORIZONTAL DATUM: NAD 83-91 KCHECKED( VERTICAL DATUM: NGVD 29 DATUM WA STATE PLANE NORTH ZONE PROJECTION REFERENCE: MAP SURVEY 20050706900012, KING COUNTY RECORDERS OFFICE. SURVEY BY HUITT-ZOLLARS CHECKED T STATE PARKS MONUMEN TA TION MON.IN CASE NORTHING EASTING ELEVATION MNCS-1A 120148.1257 1250462.9147 221.80 MNCS-10 119892.0833 1250122.1740 214.41 MNCS-IC 119664.1664 1249476.3494 181.52 MNCS-2A 119613.7234 1250135.3748 194.00 MNCS-2B 119301.9895 1249837.9042 172.02 PK NAIL NORTHING EASTING ELEVATION MNPK-46 119334.7012 1250395.1404 206.4588 MNPK-121 119178.7391 1249495.6550 156.4607 MNPK-660 119273.9418 1249484.0999 165.9405 f J f• O / MNCS-1B MN CS 2A MNCS-1C la MNPK-46 MNCS-2B MNPK-660 MNPK-121 Q SURVEY CONTROL PLAN SCALE: 1"=150' 100% REVIEW SUBMITTAL NOT FOR CONSTRUCTION 4650 KRSAP WAY, SURE A BHEMERTIXJ,—ING— S 12 T —3n 4 F 3W 57-1 SHEET 2 OF 17 DATE REGISTERED STAMP WASHINGTON STATE PARKS AND RECREATION COMMISSION DASH POINT STATE PARK RV CAMPSITE UTILITY HOOKUPS LEGENDS, ABBREVIATIONS AND NOTES G2 SCALE NO SCALE PARKS FILE # BR2542042-G01.DWG v GENERAL EROSION AND EDIMENTATION CONTROL NOTES " AT ALL TIMES, UNLESS OTHERWISE SPECIFIED ON THESE PLANS, THE FOLLOWING EROSION AND SEDIMENTATION CONTROL NOTES APPLY TO ALL CONSTRUCTION SITE ACTIVITIES E 1. THE CONTRACTOR SHALL BE RESPONSIBLE AT ALL TIMES FOR PREVENTING SILT -LADEN RUNOFF FROM DISCHARGING FROM THE PROJECT SITE. ' 2. THE IMPLEMENTATION OF THESE TEMPORARY EROSION AND SEDIMENT CONTROL c (TESC) PLANS AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT AND UPGRADING OF THESE TESC FACILITIES IS THE RESPONSIBILITY OF THE CONTRACTOR FROM THE BEGINNING OF CONSTRUCTION UNTIL ALL CONSTRUCTION IS COMPLETED AND ACCEPTED BY PARKS AND THE SITE IS STABILIZED. 3. THE EROSION AND SEDIMENTATION CONTROL FACILITIES SHOWN ON THIS PLAN 'a ARE TO BE CONSIDERED MINIMUM BASIC REQUIREMENTS FOR THE ANTICIPATED SITE CONDITIONS. DURING CONSTRUCTION, DEVIATIONS FROM THIS PLAN MAY BE NECESSARY IN ORDER TO MAINTAIN WATER QUALITY. a 4. AT NO TIME SHALL CONCRETE, CONCRETE BY-PRODUCTS, VEHICLE FLUIDS, PAINT, CHEMICALS, OR OTHER POLLUTING MATTER BE PERMITTED TO DISCHARGE TO THE TEMPORARY OR PERMANENT DRAINAGE SYSTEM, OR TO DISCHARGE FROM THE PROJECT SITE. MATCHLINE, SEE SHEET DE2 P/ AN 5. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE CONTRACTOR AND MAINTAINED TO ENSURE CONTINUED PROPER FUNCTIONING. WRITTEN RECORDS SHALL BE KEPT OF WEEKLY REVIEWS OF THE ESC FACILITIES. 6. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO (2) DAYS DURING THE WET SEASON OR SEVEN (7) DAYS DURING THE DRY SEASON SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC METHODS (E.G., SEEDING, MULCHING, PLASTIC COVERING, ETC.). 7. ANY AREA NEEDING ESC MEASURES THAT DO NOT REQUIRE IMMEDIATE ATTENTION SHALL BE ADDRESSED WITHIN FIFTEEN (15) DAYS. 8. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN FORTY-EIGHT (48) HOURS FOLLOWING A 24-HOUR STORM EVENT MEASURING 0.S INCHES OR MORE PRECIPITATION. 9. WHERE STRAW MULCH FOR TEMPORARY EROSION CONTROL IS REQUIRED, IT SHALL BE APPLIED AT A MINIMUM THICKNESS OF 2 INCHES. 10. PRIOR TO THE BEGINNING OF THE WET SEASON, (OCT 1-APRIL 30), ALL DISTURBED AREAS SHALL BE REVIEWED TO IDENTIFY WHICH ONES CAN BE SEEDED IN PREPARATION FOR THE WINTER RAINS. DISTURBED AREAS SHALL BE SEEDED WITHIN ONE (1) WEEK OF THE BEGINNING OF THE WET SEASON. 185-� DEMOLITION AND SITE RESTORA T/ON NOTES: �� Q OVERHEAD POWER TO BE REMOVED BY PUGET SOUND ENERGY. COORDINATE SCHEDULE. POWER DROP TO BE REMOVED BY PUGET SOUND ENERGY. CUT POLE OFF AT 6-FEET ABOVE GRADE, i BEVEL TOP @ 45'. POWER DROP TO BE REMOVED BY PUGET SOUND ENERGY. REMOVE POLE AND BACKFILL HOLE. GREMOVE MAST -HEAD AND METER PANEL. REPAIR ROOF PENETRATION, REPAIR, SEAL AND REPAINT COMFORT STATION WALL PENETRATIONS. REMOVE POWER, WATER AND SANITARY SEWER RV UTILITY CONNECTIONS AND POSTS. REMOVE POWER AND WATER RV UTILITY CONNECTIONS AND POSTS ABANDON EXISTING UNDERGROUND UTILITIES IN -PLACE. CAP AND PLUG @ 1-FOOT MINIMUM BURY DEPTH AT ALL TERMINATIONS. V REMOVE CAMPSITE POWER PANELS AND POSTS. SEPTIC TANK ABANDONED OR REMOVED BY PREVIOUS PROJECT. 10 PROTECT EXISTING SANITARY SEWER MANHOLE DURING CONSTRUCTION. 11 UPON COMPLETION OF SITE CONSTRUCTION, RESTORE ALL AREAS AND EROSION CONTROL PER DETAIL e C3 12 UPON COMPLETION OF CONSTRUCTION, RESTORE ACCESS ROAD BY FINE GRADING AND SURFACING WITH CRUSHED SURFACING TOP COURSE. 13 COMPOST SOCK, SEE DETAIL DE3 CAD NO. of AMON BY I DATE DESIGNED RK 1 1�12 DRAWN JP 1 / 12 CHECKED (FIELD) CHECKED (HDOT5.) REGISTERED STAMP ♦ WALli1N67CN COMMISSION DASH POINT STATE PARK RV CAMPSITE UTILITY HOOKUPS DEMOLITION AND EROSION CONTROL PLAN Parametrix DE1 C KR WAY.a EA SCALE MEME—,M-NGTIX %312 T.:O 3]1- F 360 AB 5%1 10 www pemm m 100% REVIEW SUBMITTAL 0 40 NOT FOR CONSTRUCTION SHEET 3 OF 17 PARKS FILE # BR2542042-DEOI.DWG 1% GENERAL EROSION AND EDIMENTA T/ON CONTROL NOTES AT ALL TIMES, UNLESS OTHERWISE SPECIFIED ON THESE PLANS, THE FOLLOWING EROSION AND SEDIMENTATION CONTROL NOTES APPLY TO ALL CONSTRUCTION SITE ACTIVITIES 1. THE CONTRACTOR SHALL BE RESPONSIBLE AT ALL TIMES FOR PREVENTING SILT -LADEN RUNOFF FROM DISCHARGING FROM THE PROJECT SITE. 2. THE IMPLEMENTATION OF THESE TEMPORARY EROSION AND SEDIMENT CONTROL (TESC) PLANS AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT AND UPGRADING OF THESE TESC FACILITIES IS THE RESPONSIBILITY OF THE CONTRACTOR FROM THE BEGINNING OF CONSTRUCTION UNTIL ALL CONSTRUCTION IS COMPLETED AND ACCEPTED BY PARKS AND THE SITE IS STABILIZED. 3. THE EROSION AND SEDIMENTATION CONTROL FACILITIES SHOWN ON THIS PLAN ARE TO BE CONSIDERED MINIMUM BASIC REQUIREMENTS FOR THE ANTICIPATED SITE CONDITIONS. DURING CONSTRUCTION, DEVIATIONS FROM THIS PLAN MAY BE NECESSARY IN ORDER TO MAINTAIN WATER QUALITY. 4. AT NO TIME SHALL CONCRETE, CONCRETE BY-PRODUCTS, VEHICLE FLUIDS, PAINT, CHEMICALS, OR OTHER POLLUTING MATTER BE PERMITTED TO DISCHARGE TO THE TEMPORARY OR PERMANENT DRAINAGE SYSTEM, OR TO DISCHARGE FROM THE PROJECT SITE. MATCHLINE, SEE SHEET DE1 5. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE CONTRACTOR AND MAINTAINED TO ENSURE CONTINUED PROPER FUNCTIONING. WRITTEN RECORDS SHALL BE KEPT OF WEEKLY REVIEWS OF THE ESC FACILITIES. 6. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO (2) DAYS DURING THE WET SEASON OR SEVEN (7) DAYS DURING THE DRY SEASON SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC METHODS (E.G., SEEDING, MULCHING, PLASTIC COVERING, ETC.). 7. ANY AREA NEEDING ESC MEASURES THAT DO NOT REQUIRE IMMEDIATE ATTENTION SHALL BE ADDRESSED WITHIN FIFTEEN (15) DAYS. 8. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN FORTY-EIGHT (48) HOURS FOLLOWING A 24-HOUR STORM EVENT MEASURING 0.5 INCHES OR MORE PRECIPITATION. 9. WHERE STRAW MULCH FOR TEMPORARY EROSION CONTROL IS REQUIRED, IT SHALL BE APPLIED AT A MINIMUM THICKNESS OF 2 INCHES. 10. PRIOR TO THE BEGINNING OF THE WET SEASON, (OCT 1-APRIL 30), ALL DISTURBED AREAS SHALL BE REVIEWED TO IDENTIFY WHICH ONES CAN BE SEEDED IN PREPARATION FOR THE WINTER RAINS. DISTURBED AREAS SHALL BE SEEDED WITHIN ONE (1) WEEK OF THE BEGINNING OF THE WET SEASON. y7 •'w �2 DEMOLITION AND CAD NO. SITE RESTORATION NOTES: [ 1 1 OVERHEAD POWER TO BE REMOVED BY PUGET SOUND �J ENERGY. COORDINATE SCHEDULE. { 2 1 POWER DROP TO BE REMOVED BY PUGET SOUND �J ENERGY. CUT POLE OFF AT 6-FEET ABOVE GRADE, BEVEL TOP @ 45 (D { 3 1 POWER DROP TO BE REMOVED BY PUGET SOUND ENERGY. REMOVE POLE AND BACKFILL HOLE. [ 4 ] REMOVE MAST -HEAD AND METER PANEL. REPAIR ROOF �J PENETRATION, REPAIR, SEAL AND REPAINT COMFORT STATION WALL PENETRATIONS. REMOVE POWER, WATER AND SANITARY SEWER RV UTILITY CONNECTIONS AND POSTS. REMOVE POWERAND WATER RV UTILITY CONNECTIONS AND POSTS �7 ABANDON EXISTING UNDERGROUND UTILITIES IN -PLACE. CAP AND PLUG @ 1-FOOT MINIMUM BURY DEPTH AT ALL TERMINATIONS. (8 REMOVE CAMPSITE POWER PANELS AND POSTS. ACRON oESICNEo DRAWN QSEPTIC TANK ABANDONED OR REMOVED BY PREVIOUS PROJECT. cHECKEo (FIELD) CHECKED (HDQiS,J T 0 PROTECT EXISTING SANITARY SEWER MANHOLE DURING CONSTRUCTION. 1 1 UPON COMPLETION OF SITE CONSTRUCTION, RESTORE ALL AREAS AND EROSION CONTROL PER DETAIL 1 C3 12 UPON COMPLETION OF CONSTRUCTION, RESTORE ACCESS ROAD BY FINE GRADING AND SURFACING WITH CRUSHED SURFACING TOP COURSE. 13 COMPOST SOCK, SEE DETAIL REGISTERED STAMP DATE ♦ WASf-„wGtpN COMMISSION DASH POINT STATE PARK RV CAMPSITE UTILITY Nnnki lac of DEMOLITION AND EROSION CONTROL PLAN DE2 .RE.KET--, y . SCALE RTQWAG- T -4F 095%20 aamN 100% REVIEW SUBMITTAL �o NOT FOR CONSTRUCTION SHEET 4 OF 17 PARKS FILE # BR2542042-DE0I.DWG CAD NO. JOINTS IN FILTER FABRIC SHALL BE SPLICED AT POSTS. USE STAPLES, FILTER FABRIC 2"x2" BY 14 Ga. WIRE RINGS OR EQUIVALENT TO WIRE OR EQUIVALENT, IF ATTACH FABRIC TO POSTS. STANDARD STRENGTH FABRIC USED MINIMUM 4"x4" TRENC CONSTRUCTION AREA BACKFILL TRENCH WITH POST SPACING MAY BE INCREASED NATIVE SOIL OR 3/4"-1 1/; TO 8' IF WIRE BACKING IS USED WASHED GRAVEL 2"X4" WOOD POSTS, STEEL NOTE: FENCE POSTS, REBAR OR FILTER FABRIC FENCES SHALL BE INSTALLED EQUIVALENT ALONG CONTOURS WHENEVER POSSIBLE. SIL T FENCE C)1 DETAIL DEl, DE2 NO SCALE SPACE CHECK DAMS THE DISTANCE APART WHERE POINTS "A" AND "B" ARE THE SAME ELEVATION B� SECTION C 2' - 0" MAX BETWEEN STAKES 3/4" x 3/4" WOODEN STAKE (TYP) -f r" MTKI _ C ELEVATION WATTLE OR COMPOST SOCK (TYP) WATTLE OR COMPOST SOCK FLOWLINE 4" TO 8" QUARRY SPALLS 25' MIN RADIUS AS REQUIRED. 100' MIN EXCEPT L 20' MIN MAY BE REDUCED TO 50' MIN 12" MIN PROVIDE FULL WIDTH OF FOR SITES WITH LESS THAN 1' INGRESS/EGRESS AREA ACRE OF EXPOSED SOIL CONSTRUCTION ENTRANCE 2 DETAIL TYP NO SCALE ACTION BY DATE DESIGNED RK ] /1Z72 DRAWN JP 10/1/12 CHECKED (FIELD) CHECKED (HDOTS.) WASHINGTON STATE PARKS AND RECREATION COMMISSION DASH POINT STATE PARK RV CAMPSITE 6" MIN UTILITY HOOKUPS 1' - 6" MIN PENETRATION (TYP) COMPOST SOCK 3 DETAIL DEl, DE2 , NO SCALE DEMOLITION DETAILS DE3 _max•: wri+.- - A SCALE T.3fi0311 Wta F 3fi04195981 100% REVIEW SUBMITTAL AS NOTED NOT FOR CONSTRUCTION SHEET 5 OF 17 PARKS FILE # BR2542042-DEOI.DWG CAD NO. - GENERAL NO IE . j88 r 1. ELECTRICAL IMPROVEMENTS ARE SHOWN FOR CONSTRUCTION COORDINATION ONLY. SEE ELECTRICAL DRAWINGS FOR _ j87 r CONSTRUCTION DETAILS. -j 2. MAKE ALL SEWER AND WATER FITTINGS TO SIZE OF PIPE REFERENCED. 3. FIELD LOCATE EXISTING WATER AND SEWER UTILITIES PRIOR TO CONNECTIONS. W ' 4. CAMPSITE 47B - RV LMLITY HOOKUP ALIGNMENT TO BE FIELD - i DETERMINED WITH PARK STAFF. �.----- - -�'' ' , ; '° r - -- - s �' . ! ' 2 SEWER CONSTRUCTION NOTES: '`J �f �+r T 34 LF 1}2" WATER MAIN'f4 SANITARY SEWER MANHOLE, SEE DETAILS 3 / . . t SANITARY SEWER CLEANOUT, SEE DETAIL C4 • • r ' 1 t _ - 1 ! �� - �.Y'', •' ; 3 SANITARY SEWER 4" SERVICE, SEE DETAILS 1 f' 4 \ --^ 6'+ �`, 11 LF 1Y2" WATER MAIN r - J --- 181 --- --�_ 5 LFII/2" WATER MAIN 3 �' I ; 51 -� j ` (4 2 - 45- BENDS rl 5 1 1 3 / �SANITARY SEWER CONNECTION, SEE DETAIL C4 TER ' WATER CONSTRUCTION NOTES: = c 33 LF 1�2" WATER MAIN. • 23 LF lI/z' WATER MAIN gt J .� 1 - I• 4 1 J x 1 C _ ]7. V v \ti 1 f 1� �j !' ❑1 %a' WATER SERVICE, SEE DETAIL ,'} 49 2 2"x2"xI%" TEE __ ' r� 7 rr N 1]9462.55 r . 5 ; GATE VALVE, MI, SEE DETAIL C4 r 2 E 1249928.67 + a r \\ rr IE 170.04 3 RV SERVICE ASSEMBLY, SEE DETAIL CS r 'r _ __ r ' ! • d 4 , 0 2 '``_;�,_.•'� �_1 o'.Ll WATER/SANITARY SEWER CROSSING, SEE DETAIL C3 MATCHLINE, SEE SHEET C2 PLAN f it 48 I ' ' r r J / I A / II / , / I SANITARY SEWER SERVICE IE TABLE CAMPSITE NUMBER SANITARY SEWER SERVICE IE UNDER SPLASH PAD* 1 NIC 2 NIC 3 NIC 4 173.37 5 172.28 6 171.60 7 171.20 8 170.55 44 176.00 45 172.90 46 173.60 47 174.75 47B 174.00 48 177.00 49 177.30 50 177.10 51 NIC * FOR LOCATION OF IE, SEE SECTION C C6 100% REVIEW SUBMITTAL NOT FOR CONSTRUCTION 0fifi0 KRSM WRY, SIRE A BREMERTON, WASIINGTGN 9B3,2 T �fi0 ]Ti QO1C F 360 Gi95961 www PoamMx cam SHEET 6 OF 17 of ACTION BY I DATE DESIGNED RK I 1I/J2 DRAWN JP 1 / 712 CHECKED (FIELD) CHECKED (HDOTS.) REGISTERED STAMP WASHINGTON STATE PARKS I AND RECREATION COMMISSION DASH POINT STATE PARK RV CAMPSITE UTILITY HOOKUPS WATER AND SEWER PLAN C1 SCALE 20 0 40 PARKS FILE # BR2542042-COI.DWG MATCHLINE, SEE SHEET Cl �q 1 PLAN GENERAL NO TES: 1. ELECTRICAL IMPROVEMENTS ARE SHOWN FOR CONSTRUCTION COORDINATION ONLY. SEE ELECTRICAL DRAWINGS FOR CONSTRUCTION DETAILS. 2. MAKE ALL SEWER AND WATER FITTINGS TO SIZE OF PIPE REFERENCED. 3. FIELD LOCATE EXISTING WATER AND SEWER UTILITIES PRIOR TO CONNECTIONS. 4. CAMPSITE 47B - RV UTILITY HOOKUP ALIGNMENT TO BE FIELD DETERMINED WITH PARK STAFF. SEWER CONSTRUCTION NOTES: SANITARY SEWER MANHOLE, SEE DETAILS e3 1 \ SANITARY SEWER CLEANOUT, SEE DETAIL C4 \ SANITARY SEWER 4" SERVICE, SEE DETAILS CS Em \ o� 2 - 45° BENDS 18()- L._/ SANITARY SEWER CONNECTION, SEE DETAIL C4 WATER CONSTRUCTION NOTES: 3 .9 E] 3/," WATER SERVICE, SEE DETAIL C6 n 2"x2"xlY2" TEE GATE VALVE, MJ, SEE DETAIL 3 r�-�j, ` `•� 4❑ RV SERVICE ASSEMBLY, SEE DETAIL CS •�,`ti� WATER/SANITARY SEWER CROSSING, SEE DETAIL e C3 SANITARY SEWER SERVICE IE TABLE CAMPSITE NUMBER SANITARY SEWER SERVICE IE UNDER SPLASH PAD' 26 165.00 29 169.75 30 170.25 32 171.20 34 172.20 36 172.15 37 176.33 38 174.00 39 174.10 40 177.10 41 174.00 42 173.90 43 173.70 * FOR LOCATION OF IE, SEE SECTION e C6 CAD NO. of ACTION BY DATE DESIGNED RK 1 /1/12 DRAWN JP 10/1/12 CHECKED (FIELD) CHECKED (HDOTS.) REGISTERED STAMP WASHINGTON STATE PARKS I AND RECREATION COMMISSION DASH POINT STATE PARK RV CAM PSITE UTILITY HOOKUPS WATER AND SEWER PLAN C2 -WAY—EA SCALE BREMERTON, WASHING— ­2 20 T. SSO3 0014 F GW QlB—i wxw Femniemx mm 100% REVIEW SUBMITTAL 0 40 NOT FOR CONSTRUCTION SHEET 7 OF 17 PARKS FILE# BR2542042-00l.DWG i i i EXISTING ROADWA) 3 RESTORATION TABLE TRENCH BACKFILL COMMENTS/ SURFACE TYPE THICKNESS MATERIAL/COMPACTION OTHER REQUIREMENTS REQUIREMENTS HMA PAVEMENT 2" MIN. HMA WSDOT CLASS GRAVEL PER WSDOT SAWCUT EDGES TO A 0.5 INCH PERFORMANCE 9-03.19 COMPACTED TO UNIFORM LINE. BROKEN GRADE 58-22 ASPHALT 95% STANDARD DENSITY OR IRREGULAR EDGES ARE BINDER OVER 6"•CSTC THAT OR CDF NOT ACCEPTABLE. MEETS WSDOT 9-03.9(3) SATURATED TRENCH MATERIAL SHALL NOT BE USED FOR BACKFILL. LAWN/ HYDROSEED OVER 2" MIN GRAVEL OR SELECT FINISH GRADE SHALL BE LANDSCAPE TYPE A TOP SOIL NATIVE BACKFILL SMOOTH AND CONSISTENT COMPACTED TO 90% WITH EXISTING GRADE STANDARD DENSITY UNIMPROVED HYDROSEED NATIVE SOIL GRAVEL OR SELECT MOUND BACKFILL 2" SURFACE NATIVE BACKFILL ABOVE EXISTING GRADE COMPACTED TO 90% & SMOOTH STANDARD DENSITY FINISH GRADE SHALL BE GRAVEL SURFACE 4" CRUSHED SURFACE GRAVEL OR SELECT ACCESS ROAD TOP COURSE (CSTC) NATIVE BACKFILL SMOOTH AND CONSISTENT PER WSDOT 9.03.9(3) COMPACTED TO 95% WITH EXISTING GRADE STANDARD DENSITY NOTES: 1. TRENCH BACKFILL MATERIAL SHALL BE PER RESTORATION TABLE. 2. BEDDING MATERIAL FOR RIGID PIPE SHALL BE CRUSHED SURFACING TOP COURSE PER WSDOT SECTION 9-03.9(3) 3. PIPE FOUNDATION, WHERE REQUIRED, SHALL BE SEPARATED FROM THE NATIVE SOILS AND PIPE BEDDING BY THE USE OF A WOVEN GEOTEXTILE PER WSDOT SECTION 9-33.2, TABLE 3. PROVIDE 2' MINIMUM OVERLAP PER DETAIL. 48" v O 5' DIA CONCENTRIC WITH 1"xl" BEVELED MANHOLE FRAME CORNERS, TYP ONE ADJUSTMENT ONE ADJUSTMENT RING, MIN RING, MIN MIN 3" #4 REBAR O.C. 12" 1/2" RADIUS ACP PATCH (`i EDGE (TYP) ZA FINISHED GRADE 8" THICK \ l 8" THICK 3000 PSI 7A. 3000 PSI CONCRETE CONCRETE a TYP R,2., TYP. MANHOLE IN MANHOLE OUTSIDE 40" SQ OUTSIDE ASPHALT ASPHALT 34" SQ INSIDE #4 BENT REBAR MANHOLE r2-,-N DETAIL C3j NO SCALE Y MAX PAY WIDTH FOR SEE RESTORATION TABLE EXISTING GRADE TRENCH BACKFILL j FOR SURFACE RESTORATION REQUIREMENTS �"N IMPORT TRENCHBACKFILL f\ SEE NOTE 1 SANITARY SEWER FORCEMAIN PIPE BEDDING / - Cl O { i SEE NOTE 2 L� PIPE FOUNDATION WHERE REQUIRED SECTION 9-0SHOULDER 9(L22))TPER xs• UTILITY TRENCH DETAIL 7YP NO SCALE 4'-0" DIA MANHOLE PRECAST BASE AND INTEGRAL RISER SEE NOTE 3 6" GRAVEL BACKFILL FOR PIPE ZONE BEDDING PREPARED SUBGRADE 4" REF CAD NO. I'd ACTION I BY I DATE DESIGNED RK I0JJJJ2 DRAWN JP 1 lcvj1j2 CHECKED (FIELD) CHECKED (HDOTS.) �i REGISTERED STAMP FRAME AND COVER MANHOLE NOTES: WASHINGTON SEE MANHOLE NOTE 7 AND DETAIL e 1. PRECAST MANHOLES SHALL MEETTHE STATE C4 REQUIREMENTS OF ASTM C478. JOINTS SHALL BE RUBBER GASKETED CONFORMING TO ASTM C443 DARKS �11 GRADE RINGS AND SHALL BE GROUTED FROM THE INSIDE. LIFT HOLES SHALL BE GROUTED FROM THE OUTSIDE 7� PRECAST ECCENTRIC AND INSIDE OF THE MANHOLE. AND CONE, SEE NOTE 1 2 STEPS IN MANHOLE SHALL HAVE 6" MINIMUM RECREATION SEAL ALL JOINTS, CLEARANCE FROM WALL. SEE NOTE 1 3. PRECAST BASES SHALL BE FURNISHED WITH COMMISSION CUTOUTS OR KNOCKOUTS. KNOCKOUTS SHALL HAVE A WALL THICKNESS OF 2" MINIMUM. POLYPROPYLENE STEPS 4. CONNECTION TO MANHOLE SHALL BE MADE USING DASH POINT SEE NOTE 2 KOR-N-SEAL BOOT OR EQUIVALENT. STATE PARK 7. PRECAST RISER 5. SEE DETAILKO FOR MANHOLE COLLAR SECTIONS INSTALLATION. RV CAMPSITE 6. MANHOLES OUTSIDE OF ASPHALT PAVEMENT SHALL HAVE CONCRETE COLLAR AS SHOWN UTILITY IN DETAILe HOOKUPS C4 7. DEFORMED BAR SHALL MEET ASTM A615 GRADE 40. 8. MANHOLE CIRCULAR FRAME AND COVER SHALL MEET THE REQUIREMENTS OF WSDOT STANDARD PLAN B-30.70-OOAND SHALL WATER AND wa BE CAPABLE OF BEING BOLTED DOWN. SEWER DETAILS TYP SANITARY SEWER MANHOLE SCALE DETA 6 REVIEW SUBMITTAL ~ AS NOTED TYP NOSCkLENOT FOR CONSTRUCTION SHEET 8 OF 17 PARKS FILE # BR2542042-COI.DWG C31 v:67�P71 FLOW CAST IRON COVER 6" , FINISH GRADE r r FINISH GRADE '/WATERLIN/i SEE NOTE lE {OVER). %sx� %'r WATER LINE (UNDER) CASTING PIPE OR �f%t SEE NOTE 1 CONCRETE ENCASEMENT MIN 6" CLEAR ------------ ------------ — ----------------------------- 20, MINIMUM CENTERED ON UTILITY ABOVE o� N NO TES: ~ 1. FORCE MAIN SEWER LINES SHALL CROSS BELOW WATER LINES AND WATER 8" SERVICES. WHERE THE VERTICAL SEPARATION AT THE POINT OF �p CROSSING IS LESS THAN 18-INCHES (OUTSIDE DIAMETER TO OUTSIDE 4 3000 PSI CONCRETE DIAMETER), THE SEWER LINE SHALL BE ENCASED TO 10-FEET EITHER SIDE OF THE POINT OF CROSSING AS SHOWN. \1� WYE 4 `! �� /f��/ 45° BEND 2. GRAVITY SEWERS PASSING OVER WATER LINES AND WATER SERVICES SHALL HAVE A MINIMUM VERTICAL SEPARATION OF 18-INCHES BETWEEN ACTION BY DATE r\\� SEWER PIPE \\//ti COMPACTED COMPACTED OUTSIDE PIPE DIAMETERS SHALL BE CONSTRUCTED OF A SINGLE SECTION DESIGNED RK 1011112 BACKFILL OF PIPE NOT LESS THAN 18-FEET LONG WITH END JOINTS LOCATED — IF LINE DEAD EQUIDISTANT FROM THE POINT OF CROSSING AND SHALL BE DRAWN ]P 10 ] 12 ENDS, INSTALL STRUCTURALLY SUPPORTED TO PROTECT THE WATER LINE. THE AFFECTED CHECKED (FIELD) WATERTIGHT PLUG WATER LINE SHALL BE ENCASED AS SHOWN. cMECKEDTHDQTS.) GRAVITY SEWER CLEANOUT WATER SANITARY SEWER CROSSING 1 DETAIL 2 DETAIL TYP NO SCALE TYP NO SCALE WATER LID TO BE INSTALLED WITH LID TABS POINTING DIRECTION OF WATER MAIN PLAN TRACE WIRE TO EXTEND 12" ABOVE FINISHED GRADE FINISHED GRADE I 8" MIN`/fj�,' II TOP SECTION f EXTENSION PIECE +J AS REQUIRED IIl 1 BASE SECTION PVC PIPE THREADED PVC NI01 ADAPTER ELEVATION: VAL VE BOX 3 DETAIL NO SCALE CAST IRON VALVE BOX WITH LOCKING LID #4 EACH WAY AROUND PERIMETER AT MID -SLAB Yz' RADIUS EDGE IF INSTALLED IN NON -PAVED AREA o� NOTES: 1. SEWER LATERALS SHALL NOT EXTEND SIDE SEWER BEYOND THE INTERIOR WALL OF THE SANITARY SEWER MAIN. 2. MAXIMUM DEFLECTION NOT TO EXCEED PIPE MANUFACTURER RECOMMENDATIONS. PLAN 3. SIDE SEWER LATERAL SHALL BE THE CONCRETE PAD z 4" OR 6" SIDE SEWER SAME MATERIAL AS THE MAIN LINE ON COMPACTED SEWER AND BEDDED THE SAME. SOIL (MIN. SLOPE 2%) N CAST IRON ONLY EXISTING SEWER: GATE VALVE 4' OR 6" INSERTA TEE - ^- NEW SEWER: 6x6x4 WYE MIN s/a" RISE PER 12" RUN TRACE WIRE SEWER MAIN SECTION TYPICAL SIDE SEWER SERVICE CONNECT/ON 4 DETAIL NO SCALE 100% REVIEW SUBMITTAL NOT FOR CONSTRUCTION SEWER MAIN EXISTING SEV 4" OR 6" INSE NEW SEWER: 6x6x4 WYE 4%o NRSAP WAY, SURE A BPENERTON, WASHINGTdJ %313 T.3s03P Ostd F 3fi0 d!9 s%1 SHEET 9 OF 17 REGISTERED STAMP WASHINGTON STATE PARKS AND RECREATION COMMISSION DASH POINT STATE PARK RV CAMPSITE UTILITY unnL/i iDC WATER AND SEWER DETAILS C4 SCALE AS NOTED PARKS FILE # BR2542042-COI.DWG 10'-0" 48" BOX DIMENSION 36" CL I CAST -IN -PLACE CONCRETE 1 VALVE BOX SPLASH PAD (SMOOTH FINISH) TYPE 50 AREA DRAIN W/ CAST IRON DROP -IN GRATE I 8"x8" PRESSURE TREATED DF POST, SEE 4z A e .4 ° O`--- ----------------� 314" GIP 3 4` GIP I 314" PVC a 4 1" RMC 1" RMC ` 1" PVC a" �d 4" PVC PIPE (SLOPE UNIFORMLY AS HOSE BIB CONNECT RMC TO PANEL USING THE SIDE KNOCK -OUT REQUIRED TO CONNECT TO SEWER MAIN.) AND LB TYPE CONDUIT BODY 1" RMC RUNS UNDER BOX SEE APPLICABLE UTILITY PLAN FOR MILBANK 50/30/20 AMP RECEPT AND BREAKER 4" SANITARY HATCH COVER ORIENTATION AND DESTINATION. SEE r +� 1 UNMETERED SURFACE MOUNT POWER OUTLET A C6 TYPICAL CAMPSITE PLAN WA TERIELECTRICALISEWER SERVICE 1 DETAIL TYP NO SCALE j I 4" SANITARY HATCH COVER 'j 'l Nl q FINISHED GRADE a 4" THICK COMPACTED CRUSHED a AGGREGATE BASE (TYP) = CONCRETE SPLASH PAD. SLOPE AS INDICATED TO DRAIN ALL WATER INADVERTANTLY SPLASHED ON THE SURFACE OF THE PAD (SMOOTH FINISH) E i a i Eli 4" PVC PIPE PER SPECS N j SEE SANITARY SEWER '< SERVICE IE TABLE ON SHEETS Cl AND C2 FOR CAMPSITE IE 101-0" I 8"x8" PRESSURE TREATED MILBANK 50 AMP RECEPT AND DF POST, SEE B BREAKER UNMETERED SURFACE C6 MOUNT POWER OUTLET I HOSE BIB LB CONDUIT BODY 'v oo I PVC COATED 1" RMC 3/4" GIP WATERLINE TYPE 50 AREA DRAIN W/ I THROUGH POST. CAST IRON DROP -IN GRATE SEE DETAIL B 1 C6 = 41SHED GRADE FINISHED GRADE FILL WITH DRAIN ROCK I �. N SLOPE UNIFORMLY AS REQUIRED TO CONNECT TO SEWER MAIN. (SEE APPLICABLE UTILITY PLAN FOR ORIENTATION AND DESTINATION) 2" DIA DRAIN HOLE (4) PLACES B GEOTEXTILE WRAPPED Cfi DRAIN ROCK TYPICAL CAMPSITE PLAN WATER ELECTRICAL SEWER SERVICE SECTION NO SCALE BOX DIMENSION 1" RMC RUNS UNDER CARSON JUMBO BOX XL. 36" — VALVE BOX UNION (TYP OF TWO) — DOUBLE CHECK VALVE r 3/4" Y-STRAINER I 3/4" GATE VALVE 1" RMI ADAPT FROM 3/4" GIP TO 3/4" PVC — ADAPT FROM 1" RMC TO 1" PVC — FINISHED CAD NO. I ACTION BY UAit DESIGNED RK 10112 DRAWN JP 1 /112 CHECKED (FIELD) dip REGISTERED STAMP WASHINGTON STATE PARKS Ilk AND RECREATION COMMISSION DASH POINT STATE PARK RV CAM PSITE UTILITY HOOKUPS ASSEMBLY DETAILS C5 u,�a wrsca wnr, surren SCALE &iE M E RT- YJP9iIN�TpJ 5 12 T 2E0.3P O F -1-1 �,�a,��,�T 100% REVIEW SUBMITTAL AS NOTED NOT FOR CONSTRUCTION SHEET 10 OF 17 PARKS FILE # BR2542042-COI.DWG MILBANK 50 AMP RECEPT AND BREAKER UNMETERED SURFACE — 8"x8" PRESSURE TREATED MOUNT POWER OUTLET OF POST, SEE B LB CONDUIT BODY C6 O CONNECT RMC TO PANEL HOSE BIB PER SPECS ON USING THE SIDE KNOCK -OUT OPPOSITE SIDE OF POST io AND CONDUIT BODY v m GALVANIZED STEEL PIPE CLAMP. (TYP OF TWO) PVC COATED 1" RMC n 3/4" GIP FINISH GRADE FINISH GF N TYPICAL WA TER ELECTRICAL SEWER SERVICE POST A SECTION CS NO SCALE (3) RED REFLECTORS, W CAMPSITE ENTRANCE SIDE ONLY n 'v 1 3/4" DIAMETER HOLE BORED THROUGH POST AS INDICATED N FINISH GRADE I 8"x8" PRESSURE TREATED DFPOST COMPACTED I AGGREGATE BACKFILL--/"" ' TYPICAL WA TERLELECTRICAL(SEWER SERVICE POST B SECTION C6 NO SCALE CAD NO. a 0 ACTION BY DATE DESIGNED RK ] ],]2 DRAWN ]P 1 12 CHECKED (FIELD) WASHINGTON STATE PARKS I AND RECREATION COMMISSION DASH POINT STATE PARK RV CAMPSITE UTILITY HOOKUPS RV SERVICE DETAILS C6 �� t �w.•_wna. SCALE bNEMF4�0'lYM9�46f9M1 aut] T al0 afl {q�f f Mdsf91K� 100% REVIEW SUBMITTAL AS NOTED NOT FOR CONSTRUCTION SHEET 1 1 OF 17 PARKs FILE # BR2542042 COI.DWG \ P103 MATCHLINE, SEE SHEET E2 PLAN GENERAL NOTES: 1. SEE DRAWINGS C5 AND C6 FOR SERVICE POST AND POWER OUTLET AT EACH CAMPSITE. 2. ELECTRICAL CONDUIT DUCT BANK SHALL BE INSTALLED IN JOINT TRENCH WITH WATER AND SEWER. MINIMUM BURY D COVER IS 24" PER WA STATE PARKS REQUIREMENTS. SEE DETAIL 1 AND SECTION C C3 C5 LEGEND: P123 CONDUIT AND CABLE CALLOUT, • SEE SCHEDULE ON DWG E6. ELECTRICAL CONSTRUCTION NOTES: Ci I 1 DEMO EXISTING POLE DIP AND METER PANEL. �J PROVIDE NEW POWER PANEL DP-WS ON POLE STUB WITH STAINLESS STEEL CHANNEL STANDOFF. RECONNECT EXISTING CONDUITS AND CIRCUITS TO WELCOME CENTER AND AMPHITHEATER. REMOVE EXISTING WIRES TO OLD RV CAMPSITES INCLUDING 'RED BOXAND ALL EXPOSED CONDUIT. CAD NO. AMON I BY IDATE DESIGNED RY 1 112 DRAWN JP 10112 CHECKED (FIELD) FRS A. )' 4? d � tp REGISTERED STAMP WASHINGTON STATE PARKS U AND RECREATION COMMISSION DASH POINT STATE PARK RV CAMPSITE UTILITY ELECTRICAL PLAN !BREMERTON KRSAR WAY. SUREA SCALE WASHINOTON %31] EO ]"Il W10 F 3W Ei95%1 20 wmr ya'nelnK wm 100% REVIEW SUBMITTAL o 40 NOT FOR CONSTRUCTION SHEET 12 OF 17 PARKS FILE # BR2542042-E0I.DWG of Ell PLAN GENERA L NO TES: CAD NO. 1. SEE DRAWINGS CS AND C6 FOR SERVICE POST AND POWER OUTLET AT EACH CAMPSITE. 2. ELECTRICAL CONDUIT DUCT BANK SHALL BE INSTALLED IN JOINT TRENCH WITH WATER AND SEWER. MINIMUM BURY COVER IS 24" PER WA STATE PARKS REQUIREMENTS, SEE DETAIL 1 AND SECTION C C3 C6 P123 CONDUIT AND CABLE CALLOUT, SEE SCHEDULE ON DWG E6. -WAY, WAY, -A -MER-, WASHINGTIXJ -12 T 3fi0.3Tl_ _4J-I 100% REVIEW SUBMITTAL NOT FOR CONSTRUCTION SHEET 13 OF 17 of zl AMON BY DATE DESIGNED RY l l ]2 DRAWN JP 1011112 CHECKED (FIELD) CHECKED (HDOTS.) REGISTERED STAMP WASHINGTON STATE PARKS �r AND RECREATION COMMISSION DASH POINT STATE PARK RV CAMPSITE UTILITY HOOKUPS ELECTRICAL PLAN SCALE 20 0 40 PARKS FILE # BR2542042-EOI.DWG E21 I q 1 DISTRIBUTION PANELBOARD DP-1, 400A, 120/24OV, 10, 3W MH-Cl EXISTING PSE MEDIUM VOLTAGE MANHOLE H100 BY PSE 7200-120/240 V, 1PH, 3W PSE PAD MOUNT TRANSFORMER X-1 TGROUNDING BY PSE NOTES: CAD NO. D1000A CURRENT TRANSFORMER (CT) ENCLOSURE MEETING PSE SPECIFICATIONS. METER BASE MEETING PSE SPECIFICATIONS. CONNECT TO CT WITH 1-1/4" NIPPLE. �3 RE -FEED EXISTING RESTROOM BUILDING PANEL. REMOVE EXISTING SERVICE WIRE AND EXPOSED CONDUIT. ODISTRIBUTION PANEL BOARDS SHALL HAVE SEPARATE, TOP -MOUNTED MAIN BREAKERS WITH 42 BRANCH CIRCUIT SPACES. ENCLOSURE SHALL BE NEMA 4X S/S LOCKABLE, SERVICE ENTRANCE RATED. 65KA INTERRUPTING RATING, BOLT -TO -BUS CIRCUIT BREAKERS. EATON POW-R-LINE 2A, OR EQUAL. (D SPARE CONDUIT FOR FUTURE 400A DP-3. 200A-2P CIRCUIT BREAKER FOR FUTURE COMFORT STATION. NEW DISTRIBUTION PANEL DP-WS TO REPLACE EXISTING. NEMA 4X LOCKING ENCLOSURE, MAIN BREAKER, 12 BRANCH SPACES, 22KAIC. PROVIDE SIX (6) 1-I/4" CONDUIT STUBS FROM PANEL BOARD THRU SLAB, TURNED INTO NORTH AND SOUTH TRENCHES ACTION AND CAPPED. DESIGNED � PROVIDE #2/0 BARE CU GROUND WIRES TO -%'kB' CU GROUND DRAWN L i RODS AT EACH END OF SLAB AND CAD WELD TO SLAB REBAR AT CHECKED (FIELD) EACH END. SEE ELEVATION E4 CHECKED fHDQTz It A REGISTERED STAMP — — R __.��---------------------- — — — — .-.�l WASHINGTON SOA 50A SOA 50A SpA 54A 50A SOA SOA SOA SOA 50A 50A SOA 50A SOA 50A 100A 400A-2P I 400A-2P 200A i00A SOA SOA SOA SOA SOA 50A 50A SOA SOA SOA SOA 50A 50A 50A1 l } MAIN I MAIN 7 7 PARKS 2P 2 } 2P / 2P 2P } 2P } 2P } 2P } 2P } 2P } 2P 2P } 2P } 2P } 2 7 2 2 } 2P N N 2P 2P 2P 2P 2P 2 2P 2P 2 2P 2P 2P 2P 2P 2 2P 0 BC & _ AND RECREATION 0. COMMISSION Ak r— T--� I CT I 0 M I 1 4 } DISTRIBUTION PANELBOARD DP-2, 400A, 120/240 V, 1f,3W DAIS TT T1 Ti TT Tf w i� i� `b+uux 'ff `�'Y i'i lw i'i IK V ii o w Im if w N M 7 rll N n W a vt w �O n w W Or w O w r` MAIM 2 P wt r r 7 r � DASH POINT a a a a d a a a a a f Z v a a r~ a a 0 WELCOME STATION f --- rn f rn a rn cn a rn a cn rn rn rn rn a a a a a f f rn cn in cn a a a a STATE PARK c� cQJ cg c� g cg cg c� cg cg u� c� cg c� cg 50A 2 P AND STORE cg n ¢ 0 AMPHITHEATER i RV CAMPSITE 20A , P I UTILITY = DP-WS j�I LE - ^ - J EXISTING TING HOOKUPS JI RESTROOM PANEL LP -RR E ELECTRICAL SINGLE LINE ` DIAGRAM aParametrix E3 .ow xi:wver. way+ .rc�: ye w.enrrov oar: SCALE r xc �n wia r rn rv:ser `"� ``- NO SCALE 100% REVIEW SUBMITTAL NOT FOR CONSTRUCTION SHEET 14 OF 17 PARKS FILE # BR2542042-EOI.DWG CAD NO. MC ELROY METALS "MIRAGE" 30# ROOFING FELT. 1/2" CDX PLYWOOD SHEATHING. STANDING SEAM METAL ROOF. 2x4 P.T. HEADER CLEANLY NOTCHED INTO 4"x 4" ROUGH SAWN P.T. KNEE BRACES. (TYPICAL) ROOF HIP RIDGE ims Im CONCRETE FOOTING. +1' C ROUGHKNEE 2x4 HEAD Uri. �II LIII �I L LU 6"x 6" ROUGH SAWN HEADER CLEANLY 6"x 6" ROUGH SAWN P.T. SUPPORT POST B NOTCHED AT ENDS. CLEANLY NOTCHED AT TOP. (TYPICAL) C lx6 T.K. CEDAR FASCIA BOARD. (TYPICAL) 2x4 RAFTERS AS SHOWN. (24" O.C. MAX.) SERVICE CENTER SCALE: 3/4" = 1'-0" C MC ELROY METALS "MIRAGE" P102 TO EXISTING STANDING SEAM METAL ROOF. RESTROOM PANEL NO TES: 1. ALL HARDWARE TO BE GALVANIZED. 2. SURFACE OF CONCRETE FOOTINGS TO SLOPE AWAY FROM POSTS. 3. PAINT ALL WOOD PORTIONS OF STRUCTURE PER SPECIFICATIONS. 4. STRUCTURE WIDTH DIMENSIONS TO BE ADAQUATE FOR ALL PROPOSED PANELS AND STRUCTURES. , KUUU11 JAWPI )ER CLEANLY NOTCHED NDS AS SHOWN. UW ERS. (TYPICAL) L SHAKES. CDX PLYWOOD )THING. k ROOFING FELT. BOLT, ROUGH SAWN 'OST CLEANLY 'HED ATTOP. CONNECTION 1 DETAIL TYP SCALE: 3" = V-0" RIDGE CONNECTION. 1/2" CDX PLYWOOD SHEATHING. 12 I SEE DETAIL@ 30# ROOFING FELT. S 5 METAL ROOFING. 2x4 RAFTERS. (TYPICAL) lx6 T.K. CEDAR BARGE BOARD AT END. (TYPICAL) lx6 T.K. CEDAR �i FASCIA BOARD. GALVANIZED FLASHING ALL AROUND. DP-1 DP-2 fj lx6 T.K. CEDAR FASCIA BOARD. a a 400A 400A 2x4 P.T. HEADER CLEANLY NOTCHED INTO 4"x 4" ROUGH SAWN P.T. KNEE BRACE. (TYPICAL) I r PSE METER 4"x 4" ROUGH SAWN P.T. KNEE BRACE. (TYPICAL) 1/2" GALVANIZED CARRIAGE BOLT. (TYPICAL) ELECTRICAL (COUNTERSINK NUT AND HEAD.) PANELS 0 aI ACTION BY DATE DESIGNED RY 10112 DRAWN J.P 1 12 CHECKED (FIELD) CHECKED (HOOTS.) It A. va REGISTERED STAMP WASHINGTON STATE PARKS lir AND RECREATION COMMISSION 3/4" AO(PLYWOOD. (BOTH SIDES.) 9_0., 6"x 6" ROUGH SAWN P.T. POST. (TYPICAL) (4'-0" WIDTH x FULL HEIGHT.) 6"x 6" ROUGH SAWN P.T. SUPPORT. DASH POINT L 4"x 4"x 1/4"x 6" LONG GALVANIZED ANGLE 6"A 6" ROUGH STATE PARK WITH FOUR 1/2"x 5" LAGS. (TYPICAL EACH SIDE) _ _ _ _ _ _ _ __ _ __ _ _ ___ SAWN P.T. G G SUPPORT. 4" CONCRETE CURB RV CAM PSITE SCH 80 PVC RISERS AS REQUIRED. (TYPICAL EACH SIDE) Tfff TffF Ft. 11111 IPi FINISHED GRADE. FINISHED GRADE. UTILITY HOOKUPS PANEL NO TES:18" DIAMETER x 3-0"CONCRETE //� I ! III II li II II > I I I I II II 11 II II II it I l /\ FOOTING. (TYPICAL) 1. ALL ENCLOSURES SHALL BE NEMA 4X \\ : I I ll II Ik II II ll �u I I I II II II II Il kl kl I I / I Id \ STAINLESS STEEL AND LOCKABLE.,// I I II II I! II II II c I I I I II II11 II If II kl I I \Y� I I \� \/'jII IjI^.,. kjlj it !f II II II "' I I I it Il II II II !I II c II II NOTES: PANEL 2. ESTABLISH FINAL HEIGHT OF PANELS MOUNTING SUCH THAT MAIN BREAKER HANDLES AND r r r 1 l 1. ALL EQUIPMENT SHALL FIT THE \\ METER CENTER DO NOT EXCEED 6'-6". L _ J l r� l <L — J SPACE & CODE REQUIREMENTS FOR L _ J DETAILS CLEARANCE, ACCESS, MOUNTING, GROUND RODS (2) & HEIGHTS, ETC. SCH 1' 6 P& B & I1 REBAR CONNECTIONS (2) 80 TO PAD TO CAMPSITES TRANSFORMER TO CAMPSITES SEE E3 FOR QUANTITY & SIZES SERVICE CENTER SERVICE CENTER SECTION ` ' SCALE B ELEVA TION i %�`� 6VI 9613MITTAL. AS NOTED SCALE: 3/4" = V-0" NOT FOR CONSTRUCTION SHEET 15 OF 17 PARKS FILE # BR2542042-EOI.DWG E41 CAD NO. a 0 a z z 0 z ACTION BY DATE DESIGNED RY 1 /12 DRAWN JP 7 1 12 CHECKED (FIELD) CHECKED T9.) 0 x IL t REGISTERED STAMP WASHINGTON STATE PARKS 1 Y AND RECREATION COMMISSION DASH POINT STATE PARK 3 RV CAMPSITE UTILITY HOOKUPS LOAD CALCULATIONS aParametrix E5 4�OKRSI.P WAY SUREP BR -TON, VlFSiI N.- 9e)11 SCALE T ]5°3P 001C F 3Q e)95951 NO SCALE 100% REVIEW SUBMITTAL NOT FOR CONSTRUCTION SHEET 16 OF 17 PARKS FILE# BR2542042-EOI.DWG DP-1 LOAD CALCULATION EQUIPMENT EQUIPMENT NAME OR CONNECTED LOAD FULL LOAD DEMAND DEMAND NUMBER LOAD DESCRIPTION KVA FACTOR KVA NOTES HP KW AMPS DP-1 Campsite Distribution Panel Power Posts (17) 20/30/50A Campsite Power Panels @ 9600 VA 163.2 163.2 41% 66.9 1,2 DP-WS Distribution Panel for Welcome Station, Camp Store &Amphitheater 70.0 16.8 80% 13.4 3 Total Connected Load,I(VAll ! 180 Minimum NEC Service Oesign Rating: 80 KVA Equivalent Ampacity at 240V, 10: 335 AMPS Sum mail of Service Equipment and Feeder Sizing: 1. Selected Service Size: 400A, 240V, 10 2. A 400A panelboard is selected with 42-1" circuit spaces each. NOTES: 1 Load Calculated per NEC 551.73(A) 2 Demand Factor per NEC Table 551.73 3 Load based on 80% of existing 20A and SOA circuit breakers. DP-2 LOAD CALCULATION EQUIPMENT EQUIPMENT NAME OR CONNECTED LOAD FULL LOAD DEMAND DEMAND HP NUMBER LOAD DESCRIPTION KVA FACTOR KVANOTES DP-2 Campsite DfstriWaGan PanelPower Posts (14) 20/30/50A Campsite Power RAM!IS Panels @ 9600 VA134.4 41% 55.1 1,2 LP -CS Comfort Statiart Panel {future] 3,4 Exterior Lighting 03 125% 0.4 Interior Lighting 0.77 0.8 125% 1.0 Receptacles, 10@180VA 1.8 1.8 100% 1.8 Exhaust Fans, 10 @1/10 hp 1.00 13.5 1.6 100% 1.6 6 Hand Dryers @12.SA 75.0 9,0 100% 9.0 Water Heater, quick recovery 12.00 12.0 100% 12.0 Radiant Heaters, 10 @SOOW 5.00 5.0 100% 5.0 Total Connected Load, KVA: 165 Minimum NEC Service Design Rat1nR: 80 ItYA Equivalent Ampacity at 240V, 1 �: 3 AMPS 5ummary of Service Equipment and Feeder Siring: 1. Selected Se