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18-105861SOUTH KING FIRE & RESCUE FACILITY IMPROVEMENTS AT FIRE STATION 60 PROJECT LOCATION No NO N d FEDERAL WAY, WA LOCATION MAP NOT TO SCALE S 348TH ST PROJECT U) 0 SITE Z w z S 351ST ST Y S 352ND ST BROOK LAKE _ —. I Q� i S 356TH ST ' I I 1 I I I i VICINITY MAP NOT TO SCALE Z L111,71 I- _ 1 202104-9148 & 20214-9059 SOUTH KING FIRE & RESCUE FIRE STATION 60 35100 PACIFIC HIGHWAY SOUTH FEDERAL WAY, WA 98003 CIVIL ENGINEER REID MIDDLETON, INC. 728 134TH ST SW, SUITE 200 EVERETT, WA 98204 CONTACT: MARK DAVIS (425) 741-3800 DATUMS HORIZONTAL DATUM: NAD 83/11 WA NORTH VERTICAL DATUM: NAVD 88 NGVD 29 = NAVD 88 MINUS 3.54 FEET PROJECT BENCHMARK: DESIGNATION GP17005-238, WSDOT MONUMENT ID: 3178, 3" BRASS DISC SET IN SIDEWALK. ELEVATION = 298.73 DRAWING INDEX G1.00 COVER SHEET V1.00 EXISTING CONDITIONS MAP C1.00 TEMPORARY EROSION CONTROL AND DEMOLITION PLAN C2.00 GRADING, STORM & UTILITY PLAN C3.00 DETAILS C3.01 DETAILS PERMIT NO. 18-105861-00-CO APPROVED DATE 275 Fifth Street Suite 100 Bremerton, WA 98337 (360) 377-8773 Fax 792-1385 info@rfmarch.com EWITOrl'im 728 134 Street SW Suite 200 Everett Washington 98204 Ph: 425 741-3800 www.reidmiddleton.com ©Copyright 2013 Reid Middleton, Inc. W V tip W w Project Number 2015137 PERMIT SET ISSUED: NOVEMBER 30, 2018 I REVISION SCHEDULE Cover Sheet FEB 2 0 2019 CITY OF FEDERAL WAY SHEET: A911IN LEGEND MCI SHRUB BUILDING LINE Mfff=- CONIFER TREE EDGE OF GRAVEL :r STUMP VEGETATION LINE SURVEY NOTES Q DECIDUOUS TREE X X X X FENCE maw tJr TELEPHONE/COMM. MANHOLE I n n n GUARD RAIL 275 Fifth Street 1. COORDINATES ESTABLISHED BY GPS RTK OBSERVATIONS ON POINTS DATUMS: TE3 TELEPHONE PEDESTAL p UNDERGROUND POWER LINE 900, 901, 902, 903 AND 904 VIA THE WASHINGTON STATE Suite 100 REFERENCE NETWORK. ADDITIONAL CONTROL COORDINATES M GAS VALVE RECORD POWER LINE ESTABLISHED BY CLOSED TRAVERSE. HORIZONTAL DATUM: NAD 83/11 WA NORTH SSMH#1 738 Bremerton, WA 98337 K2 GAS METER OVERHEAD POWER LINE RIM=252.64 (360) 377-8773 2. THE UTILITIES SHOWN HEREON ARE BASED ON OBSERVATION OF VERTICAL DATUM: NAVID 88 0 JUNCTION BOX G GAS LINE 8"CONC SW IE=232.34 34 Fax 792-1385 SURFACE FEATURES, RECORD UTILITY MAPS. FIELD LOCATIONS r-P-1 POWER VAULT 8"CONC NE IE=232.54 RECORD GAS LINE info@rfmarch.com 8 MUST BE VERIFIED PRIOR TO ANY CONSTRUCTION. PROJECT BENCHMARK: DESIGNATION GP17005-238, POWER MANHOLE SD STORM DRAIN LINE "CONC SE IE=232.54 WSDOT MONUMENT ID: 3178, 3" BRASS DISC SET I 3 RIGHT-OF-WAY BASED ON KING COUNTY DEPT. OF ASSESSMENTS IN SIDEWALK RECORD STORM DRAIN LINE LIGHT POLE SnMH #1739 QUARTER SECTION MAP FOR THE SE QUARTER OF SECTION 20, POWER TRANSFORMER ss SANITARY SEWER LINE RIM=262.66 TWP. 21 N, R 4 E. ELEVATION=298.73 UTILITY POLE RECORD SANITARY SEWER 24"CONC W IE=242.66 4. THIS SURVEY WAS MADE WITHOUT THE BENEFIT OF A TITLE REPORT E- GUY ANCHOR w WATER LINE 36"CONC NE IE=238.56 kyl rs. 1 M S AND DOES NOT PURPORT TO SHOW ANY EASEMENTS OR OTHER ,SMH#1741 mm, (0 STORM DRAIN MANHOLE 36"CONC SW IE=237.91 RECORD WATER LINE RIM=�52.62 ITEMS OF RECORD. 8"CONC NW IE=231.97 728 134th Street SIN Suite 200 11 CATCH BASIN TV CABLE TV LINE 8"CONC SW IE=231.82 SSMH#1740.. Everett. Washington 98204 SDCO. CLEANOUT COMMUNICATIONS LINE (FIBER OPTIC) 12"DI NE IE=244.42 RIM=252.3 Ph: 425 741-3800 v CULVERT AS NOTED UGT UNDERGROUND TELEPHONE 8"CONC ESE IE=231.92 8"CONC NW IE=231.95 wnseidmiddletontorn M STORM DRAIN VAULT EDGE OF PAVEMENT Y'n 8"CONC NE IE=232.05 Cop)�right 2013 Reid Middleton, Inc. rr_1N TYPE2 CATCH BASIN - - - - - - - - BUILDING OVERHANG WATER VAULT WALL (AS NOTED) C132#1 749 FIRE HYDRANT CENTERLINE OF ROAD T. RIM-252.66 24"CONC -*SD D III W WATER VALVE RIGHT -OF WAY 12"DI SW IE=249.71 EB WATER METER JOINT TRENCH PER RECORD 12"DI SE IE=249.71 �AM44 WATER MANHOLE OR AS NOTED WATER LEVEL EL=249.66 EASEMENT LINE IRRM IRRIGATION VALVE HB PAVEMENT STRIPING SO RIM=245.89 0 HOSE BIB SS R#1651 8"CONC SW IE=230.79 OS SANITARY SEWER MANHOLE 428W RIM=253.51 s 8"CONC SW IE=2,30.69 SD BLRDO W, BOLLARD 12"DI SW IE=248.01 V, CB2#1586 RIM=245.6 36"CONC W IE= 234.35 Oj 24"CONC N IE=236.25/ 36"CONC E IE=234.5 ids V 12"DI SE (UNABLE T GET INVE 0 v CR9#1582 RIM-_�244.8 36"CONC E IE-229 ' 08 24"CONC N IE=238.4� S ,-,MH#1529 RIM=245.37 ss 8"CONC NE IE 30.32 Sp 8"CONC S IE==i3�0.22 0 Sp S. /351 ST & M71 /PRIVATE DR P 7- SDH J23 W/ GRATE FILTER RIM=244.03 (LOCKED) Cs CB2 -91.57? 36"CMP SOLID LID RIM=246.7 36"CMP E IE=240.63 80 s co #1.950 P1 5-44.34 J X_ JC N IE=223�4 qC S IE=223 4 qC W IE=2 .64 CONC BLOCK 6' HAINLINK VV/\LL W/BARBS .UU I E E:1 2�4 :55 65 SD ANDIQAP CO? STGN o,Qd I co X Lij (D o 3 CH IN INK CD 0 0 v CR#90-)S GRA 12"ADS N IE=241.92 .T 12"ADS S IE=241.9 o TP CASCADE `�. R i DRILLING < 84 V RIM=245.22 � 2"ADS' N IE=241.92 �w V) T E E0 CONC BLOC Y WALL C) (0 7k JA 0 C N C, CONC LL_ Cr Li - CD C"j 7 00 U) . . . . . . . . . . . . . . . . . . . . . . . a V) a U) CONC r'l SIGN I 12 DI NE IE=248.06 20 10 0 20 40 0 B FOUND MONUMENT IN CASE s PK NAIL W/WASHER SCALE IN FEET +t> PEDESTRIAN SIGNAL POLE 1-100' RIM=245.78 G 12"DI N IE=240.03 8"DI SE IE=242.13SO Al 2" CONC SSMH#1 648 rRIM=254.8 RIM=�54.68 C CULVERT IE=245.26 8"CONC NE IE=;231.45 8"CONC SW IE=2,31.18 8"CO C S 31. RIM=250.75 8"CONC S IE=231.3 11 s E 2 8"CONC N IE=231.28 ,10,'PVC N E I = 41.61 Cb 10 PVC S IE=241.75 G - CULVE -10' sr 000 NpA X GAS V C�) IE=25 K 5" HIGH CHAIN LINK PRIVATE\ ROAD G W1 BARBS w w w O '__�ss 361CONC ss ss 5D X s ss ss "kSS _&�O_Nl SS 511D 0 SD �rl ssco N SD SID lt� D x. ;MH1 243_, SIDtASPHALT SDLGRAVEL 3 NU SD RIM=252.4 (LO KED) X TELE. B . . . . . CULVERT IE=250 94 IT LVERT 4�- -I''- '�'< ssi > ASPHALT X 4- p" 244.63 X X CONC SID U N" 0 + H .1 r-w7 T 00 L W w - w w - w S 0 '�HIGH CHAIil,,,j LINK M TORAGE CONTAINER! C R W/"9ARBS X 105 7 250.38 RIM=254.64 CR #2992 PKIN 36"CONC W IE= 2516.19 RIM SDMH #1571 S 1___1 SnMH #2151 PUMP SHED 36"CONC NE- 11�-236.49 12"CONC W IE=245.94 W/ GRATE FILTER RIM=248.60 FOR OLD 12 DI F­iz=247.04 12"CONC S IE=245.86 RIM=245.07 36"CMP W ]E=240.5 FUELING STATION 211'GONC SE IE=236.54 GRATE EL=239.47 12"ADS SE [E=239.25 ssco 12 CONC IE=240.72 6"PVC SE IE=241.1 0 SDSD CONC CR #2118 BUILDING RIM=246.79 STACKED HB STORAGE CONTAINE 12"ADS NE IE=241.24 METAL X BARRELS 0gC) 12"ADS S IE=249.49 COVERED CR? #?041 CR #1897 AREA FOR RIM--246.03 OLD FUELING RIM=248.82 cc) RIM=246.62 12"ADS N IE=242.92 STATION 12"CONC E IE=246.97 X 12"ADS W IE=241.47 La 12"ADS N IE=241,37 12"ADS E IE=242.98 NWL 12"ADS S IE=241.37 4"PVC W IE=243.56 ASPHALT 12"ADS SE [E=243.03 CR #1830 FRIt248.82 CONC SD 12 ADS W IE=245.77 0 5" HIGH CHAIN LINK SSD ASPHALT 0 0 W/ BARBS CR #9073 1-00 V , 3� SD RIM--246.49 M 2: rrl F_ X - 12"ADS N IE=241.37 EAVE w 6"PVC SE IE=242.29 VAIIIT _41q71 RIM=246.52 SOO 12"ADS SSW IE=241.44 7== 4"DI E IE=245.,32 OMF BOTTOM OF VAULT EL=243.52-- I plo GB#1 n GPAVEL RIM=247.51 r -7 EAVE 12"ADS NNW IE=24,3.--RIM=248.66 ----- 71 STORAGE CONTAINERS 11 T 12"CONC N IE=243.81 EAVE 12 ADS W IE=243.81 SD R 12"ADS S IE=243.86 tJU I LUI INU 12"ADS W IE=243.86 SEPARATOR LP p LPi BLRD 0 _Ie z >Xq 0 4"D1 IE=245.32 (R A1906 x X X 3 CHAINLINK V) RIM ="246,=e 9 C CR#1069 X --alz I 4"PVC N IE=244.69 % SDCO a _j '?� N..' I RIM=246.6:1 V) 0 12"AD`s E IE=243.59 12"CONC E ss 12"CONC W IE= X FOOTING DRAI BIKE LANE ENDS CONC BLOCK- 12"CONC S IE= 6' CHAINLINK SD 12"ADS SD12"ADS WALL CONC BLOCK----� W SD, WALL -'sD BARBS 0 _j o as -TER SD'':::: I '' ASPHALT SD7= SQ AM I I So 77 71 V p p p p CONC p A, FN --�MON SE) 2 ELT R S 352ND ST,� 77' VAL- RIM=238.26 E CR #9375 RIM=240.41 0- RIM=239.22 egilo6s RIM=237.93 4"PVC CONNECTS TO SDCO 12"DI W IE=235.67 12"CONC E IE=236.06 RIM=245.18 4"PVC NE IE=236-22 12"ADS N IE=243.71 12"CONC S IE=236.01 _j 12"CONC W IE=243.81 �02 0 0-) 12"CONC E IE=243.86 C v P p p p p pi LAW p LF Mon wwfa 12 12 ASPHALT �M s' SDMH 117 RIM=245.66 (LOCKED) p P p P p CONC p P pp C C 2" 2"CON C- S 352ND ST RIM=247.73 (LOCKED) 07-Wud Project Number 2015137 PERMIT SET ISSUED: JULY 20, 2018 EXISTING CONDITIONS MAP SHEET: v I O S RIM=254.8 S RIM 254.68 k 8"CONC SW IE=231.18 8"CONC SEIE=231.345 „ Tw 8 CONC N IE=231.28 r�5 G r.®^s ❑ X 5" HIGH CHt LINK m 251249--- ----- W/ BARBS GRAVE 249--O --5z �'-i"53 TELL. B ® x OIN SD\ D D D 12" FIR CONC ° -� `o 0 2" PINE j HB PIV C L w w w w "- w 3 COLS IRR GM �� -PETER j2 �{�S, y�J/NARBSHIGHHAiIy LINK \ M � 105 250.38 --- $' PUMP SHED FOR OLD p FUELING STATION O� e-� \ o -Daa t CONIC ° V \ BLR \ r BUILDING STACKED \ 4 HB METAL BARRELS COIL L1 i I COVERED i I AREA FOR I I OLD FUELING i I STATION COL I� ASPHALT L.-----° — \ —I 1 I :' :::'':: : SD::::: SD T SD o T SCO r EAV 6 E i \ 0 T G S o lo T \ CONC \ T I EAVE STORAGE CONTAINERS T LP BLRD) LP j I SEPARATOR d BLRI� c° 4"DI IE=245.32 i �, x x --- x x o 0 3 CHAINLINK i w— _1 SDCO \ r_ v SS FOOTIN12RAIN / -- --- --- - 246-- — BIKE LANE ENDS X F OTING DR) 6' CHAINLINK 12"ADS SD 12' ADS CONC BWALL , a' ws00050 O1 W/BARBS en ,SSCO -56 SO 24"CONC SD D ASPHALT SO 50 C�o / 3»Go13 SSG OpN S b S SS a c Cs x SO S cs r S 1 O"PVC N E IE=24 6 10 PVC S IE=241. 5 GAS V `iPRIVATE` ROAD \ I S S D w w w ss- SO S S SS cr SS SS S\ 8"CON „�,2� moo`, S® ASPHALT SD SD S ^� \ 5D `� S' C SS S `� ui D, SD SD D P \ 36'CONC SD IL w- -� 7• aF, p P p p CONC o " _ 4.L1 4z°'aoeoe°°°eae t'�14„ 2„` c n. E ASPHALT TS 3 5 2 N D ST W* �_-�_ w* 2" w* w*- -� O 2 42"CONC a� L iL 0 O 1-1 U N E 0 N 0 N N O J/1 ASPHALT SSC 3 TORAGE CONTAINERS 0 wSD 12"GONG SD SD — 40 5 \ CONC ASPHALT BUILDING `ASPHALT ..2015060500DO1 SD 9� 0 p - , • ��. trA ASPHALT - 42"CONC w 0 1 K x� �x I 3 x d I / I STORAGE CONTAINEI_____ J x 5" HIGH CHAIN LINK \ W/ BARBS x 3 - TEMPORARY " CONSTRUCTION 4 Q��OQQ� RAVEL C3ENTRANCE C�.00 .01 G ' o0oo�a Q CONC BLOCK------ p�p�O p WALL I OO ON o Af1V 204 t 1 HAL p p p �--� pp P p CONC pp C C � S 352ND ST W* W* W* s O LP.J. 02" LEGEND: SILT SOCK BARRIER ® CATCH BASIN FILTER 1 C1.00 C3.00 REMOVE CONCRETE PAVEMENT ......: REMOVE ASPHALT PAVEMENT LIMITS OF CONSTRUCTION TEMPORARY CONSTRUCTION ENTRANCE SAWCUT PAVEMENT DEMOLITION NOTE: OREMOVE WOOD CANOPY STRUCTURE. 20 REMOVE CONCRETE PAD UNDER CANOPY STRUCTURE. 30 RELOCATE STORAGE CONTAINERS. COORDINATE WITH OWNER FOR NEW LOCATION. O4 REMOVE EXTRUDED CURB TO ACCOMMODATE WATER PIPE TRENCHING. N ING. NOTES: 1. PROTECT EXISTING ABOVE GROUND STRUCTURES AND UNDERGROUND UTILITIES TO REMAIN, UNLESS NOTED OTHERWISE DURING CONSTRUCTION ACTIVITIES. 2. RE —STRIPE PAINT MARKINGS REMOVED DURING PROJECT DEMOLITION AND CONSTRUCTION ACTIVITIES, AND IN STAGING AREAS. 3. SEE ELECTRICAL FOR SAWCUTTING AND PAVEMENT REMOVAL LOCATIONS ASSOCIATED CONDUIT INSTALLATION. CONSTRUCTION LIMITS NOTE: LIMITS OF CONSTRUCTION ARE FOR PRIMARY CONSTRUCTION AND WILL NEED TO BE TEMPORARILY EXPANDED TO PERMIT LIMITED WORK OUTSIDE THE AREA INDICATED (AS IN THE CASE OF ELECTRICAL UTILITY CONNECTIONS). w* — SCALE IN FEET 20 0 20 40 PERMIT NO. 18-105861-00—CO APPROVED DATE •PLANNING 275 Fifth Street Suite 100 Bremerton, WA 98337 (360) 377-8773 Fax 792-1385 info@rfmarch.com 728 136 Street SW Suite 200 Everett Washington 98204 Ph: 425 741-3800 www.reidmiddleton.com © Copyright 2013 Reid Middleton, Inc. Project Number 2015137 PERMIT SET ISSUED: NOVEMBER 30, 2018 I REVISION SCHEDULE PERMIT RESUBMITTAL 1 2/11/19 I - -MOMINDAN i EROSION CONTROL AND DEMOLITION PLAN SHEET: I C1.00 �a w RIM=246.49 12"ADS N IE=2 6"PVC SE IE=2 0 12"ADS SSW IE 0 �_ 0 00 N Q I U �3 CHAINLINK I 21 ...--''s BIKE LANE ENDS 0 r 1 L. 0 p > 4" E 4LT 9 ._.- 332 N D ST /; `° W* 7/----- o RIM=240.41 UTILITY CONFLICT NOTES: 0 A INSTALL STORM PIPE UNDER SEWER PIPING WITH MINIMUM i 6" VERTICAL CLEARANCE. U N !` INSTALL STORM PIPE PIPE OVER EXISTING 12" STORM PIPE WITH MINIMUM 6" VERTICAL CLEARANCE. AINSTALL WATER PIPE OVER EXISTING STORM PIPE WITH 6" MINIMUM VERTICAL SEPARATION. INSTALL WATER PIPE UNDER EXISTING GAS PIPE WITH 6" o MINIMUM VERTICAL SEPARATION. N A INSTALL WATER PIPE OVER EXISTING SEWER PIPE WITH 6" 0 MINIMUM VERTICAL SEPARATION. I Y Aup t It=Z•FJ.Dtf AINSTALL WATER PIPE UNDER EXISTING POWER WITH 6" MINIMUM VERTICAL SEPARATION. AINSTALL WATER PIPE UNDER EXISTING WATER SERVICE WITH 6" MINIMUM VERTICAL SEPARATION. X s � � / X / �s I RIM=250.75 10"PVC N E IE=241.6 10"PVC S IE=241.75 I S 11 CHAIN LINK X 712612"I BA 14't X i GRAVEL '-25"'--UNDERGROUND CONCRETE X PUMP gST VAULT, i SEE SHEETS A10.03-10�Q5 AND S53.00 FOR ULT X DETAILS ` X I ff ISTORAGE CONTAINE�- 34 LF 6" SDJ 1.47% / ,,-CB2, TYPE 1 8a SOLID JD RIM 24 .5 IE: 245.(W)-6" IE: 245.2 (N,S)-12" ,CB1, TYPE 1 915" HIGH CHAIN LINK SOLID LID WO BARBS LEGEND: SD--- STORM PIPE arm NIN• FP-- FIRE PROTECTION PIPE RD- ROOF DRAIN PIPE, 6"0 @ 0.5% MIN 275 Fifth Street Suite 100 CO* CLEANOUT Bremerton, WA 98337 B. r4 (360) 377-8773 BOLLARD Fax 792-1385 C2.00 C3.00 info@rfmarch,com GRAVEL TRENCH DRAIN LUD LAKEHAVEN UTILITY DISTRICT EFU tri ro, ' POST INDICATOR VALVE 728 134th Street SW Suite 200 BEND Everett Washington 98204 Ph: 425 741-3800 www.reidmiddleton.com DS o DOWNSPOUT ©Copyright 2013 Reid Middleton, Inc. CONSTRUCTION NOTES: El BIORETENTION CELL, SEE 2 BOTTOM AREA: 180SF (6'x3O') C2.00 C3.00 0 CONNECT TO BUILDING DOWNSPOUT, SEE i 31 POINT OF CONNECTION C2.00 C3.01 SEE P21.13 FOR CONTINUATION EDCONNECT TO EXISTING 10" PVC SEWER MAIN (INSERTA TEE OR APPROVED SUBSTITUTION) 5a PROVIDE COALESCING PLATE OIL/WATER SEPARATOR. SEE MECHANICAL FOR SIZE AND TYPE. 0 REPAIR ASPHALT PAVEMENT REMOVED DURING UTILITY INSTALLATION. SEE cJ C2.00 C3.00 El INTERCEPT AND CUT EXISTING STORM PIPE. PROVIDE YARD DRAIN STRUCTURE AS NOTED. 81 INTERCEPT AND CUT EXISTING CONCRETE PIPE. PROVIDE YARD DRAIN STRUCTURE AS NOTED. Q PROVIDE GRAVEL TRENCH DRAIN. SEE 3 C2.00 C3.00 10 CONNECT TO EXISTING 8-INCH DI PIPE: �1 4" WET TAP (FL) 1� 4" GATE VALVE (FLxMJ) 11 (1) 4" 90' BEND THRUST BLOCKING 12 (1) 4" 45' BEND THRUST BLOCKING 13 (1) 4" 22.5' BEND THRUST BLOCKING 14 PROVIDE 4" DOUBLE DETECTOR CHECK VALVE ASSEMBLY. REFER TO LUD STANDARD PLAN B-19D. COORDINATE WITH LUD TO SET ASSEMBLY AND METER. OWNER SHALL PURCHASE BYPASS METER. 15 (1) POST INDICATOR VALVE 16 FIRE DEPARTMENT CONNECTION 2 C2.00 C3.01 17 DAYLIGHT DOWNSPOUT TO EXISTING PAVEMENT NOTES: 1. BEFORE COMMENCING CONSTRUCTION OF SANITARY SEWER, EXCAVATE TO VERIFY LOCATION AND INVERT ELEVATION OF THE EXISTING SANITARY SEWER PIPE TO BE CONNECTED TO PROPOSED SYSTEM. IF A CONFLICT EXISTS, CONTACT THE ARCHITECT IMMEDIATELY. 2. BEFORE COMMENCING CONSTRUCTION OR SANITARY SEWER, VERIFY INVERT ELEVATIONS AND LOCATION OF SERVICES PENETRATING THE BUILDING WALL WITH MECHANICAL (PLUMBING). IF A CONFLICT EXISTS, CONTACT THE ARCHITECT IMMEDIATELY. 3. THE CONTRACTOR SHALL USE A PRIVATE UTILITY LOCATING SERVICE TO IDENTIFY ALL UTILITIES PRIOR TO ANY EXCAVATION. 4. PROTECT EXISTING UTILITIES AND ABOVE GROUND STRUCTURES TO REMAIN DURING CONSTRUCTION. PERMIT NO. 18-105861-00-CO APPROVED DATE OVPRFLOW YD1 RI 247.75 IE 245.5-6" (NW) I O IN ` I x 12' ± SCALE IN FEET 20 0 20 40 5. RESTRAIN ALL PIPES, JOINTS, AND FITTINGS OF THE FIRE PROTECTION SYSTEM. 6. SEE LUD STANDARD PLAN B-22A FOR THRUST BLOCKING. 7. PROVIDE ASPHALT PATCH FOR ELECTRICAL TRENCHING. SEE ELECTRICAL FOR LOCATIONS. Project Number 2015137 PERMIT SET ISSUED: NOVEMBER 30, 2018 REVISION SCHEDULE iICmwr Mc01 IDILM-rAl I nm4/4n GRADING, STORM, & UTILITY PLAN SHEET: C2100 J 0 0 0 U I 0 00 i 0 N 0 Q 0 i 0 i 0 i E U I.L 0 0 ry I V 0 0 0- 0- 0 0=% LIFTING RODS FI LTER BAG EXISTING GRATE A LTER BAG EXISTING CB A.. �. /` a '° \ \//\\/�� /z /% /� CATCH BASIN SEDIMENTATION 1 CONTROL WITH FILTER BAG C 1.00IC3.00 NOT TO SC:ALF CONCRETE TOP EROSION AND SEDIMENT CONTROL NOTES 1. APPROVAL OF THIS TEMPORARY EROSION AND SEDIMENTATION CONTROL (TESC) PLAN DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN (E.G. SIZE AND LOCATION OF ROADS, PIPES, RESTRICTORS, CHANNELS, RETENTION FACILITIES, UTILITIES, ETC.). 2. THE IMPLEMENTATION OF THESE TESC PLANS AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE TESC FACILITIES IS THE RESPONSIBILITY OF THE TESC SUPERVISOR UNTIL ALL CONSTRUCTION IS APPROVED. 3. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY FLAGGED BY SURVEY TAPE OR FENCING, IF REQUIRED, PRIOR TO CONSTRUCTION (SWDM APPENDIX D). DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. THE CLEARING LIMITS SHALL BE MAINTAINED BY THE APPLICANT/ESC SUPERVISOR FOR THE DURATION OF CONSTRUCTION. GRAVEL SURFACE 4. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES, SUCH AS CONSTRUCTED WHEEL WASH SYSTEMS OR WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPTH CLEAN AND TRACK OUT TO ROAD RIGHT OF WAY DOES NOT OCCUR FOR THE DURATION OF THE PROJECT. 5. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED PRIOR TO OR IN CONJUNCTION WITH ALL CLEARING AND T T THE TRANSPORT OF SEDIMENT TO SURFACE WATERS DRAINAGE SYSTEMS AND ADJACENT VARIES 8" DIA. LOCKING DUCTILE IRON DOME GRATE, TOP OF BANK SEE DETAIL A EL VARIES 6" MIN. FREEBOARD GRADING SO AS TO ENSURE HA , - PROPERTIES IS MINIMIZIED. 6. THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING ::.; ... THE CONSTRUCTION PERIOD, THESE TESC FACILITIES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND N SUMP PUMPS ::.....:.::::...:.: MODIFIED Ti) ACCOUNT FOR CHANGING SITE CONDITIONS (E.G. ADDITIONAL COVER MEASURES, ADDITIONAL BOTTOM 2" DEPTH MULCH GRAVEL SURFACE RELOCATION OF DITCHES AND SILT FENCES, PERIMETER PROTECTION, ETC.). >t'- `>; v 8" YARD DRAIN CELL EL .....:.....:..... � : � . . 18 MIN • � INVERT PER PLAN 7. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE APPLICANT/ESC SUPERVISOR AND MAINTAINED TO ENSURE CONTINUED PROPER FUNCTIONING. WRITTEN RECORDS SHALL BE KEPT OF WEEKLY REVIEWS OF THE ESC FACILITIES. SOIL MIX AGGREGATE 8. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING Sieve Size Percent Passing THE WET SEASON OR SEVEN DAYS DURING THE DRY SEASON SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC 3/8» 100 COVER METHODS (E.G. SEEDING, MULCHING, PLASTIC COVERING, ETC.). #4 95-100 9. ANY AREA NEEDING ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN SEVEN (7) DAYS. #10 75-90 #40 25-4 0 25-4 10. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN #100 4-10 THE 24 HOURS FOLLOWING A STORM EVENT. #200 2-5 11. AT NO TIME SHALL MORE THAN ONE (1) FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT -LADEN WATER INTO THE DOWNSTREAM SYSTEM. GEOTEXTILE FABRIC �-2" OF COMPOSTED MATERIAL IN PONDING AREA BIORETENTION SOIL MIXTURE 12. ANY PERMANENT RETENTION/DETENTION FACILITY USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE REFER TO TABLE C.2.6.A OF NECESSARY EROSION CONTROL MEASURES AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE PERMANENT FACILITY KCSWDM FOR LIST OF IS TO FUNCTION ULTIMATELY AS AN INFILTRATION SYSTEM, THE TEMPORARY FACILITY MUST BE ROUGH GRADED SO THAT THE RECOMMENDED PLANTS IN BOTTOM BOTTOM AND SIDES ARE AT LEAST THREE FEET ABOVE THE FINAL GRADE OF THE PERMANENT FACILITY. OF BIORETENTION CELL 13. COVER MEASURES WILL BE APPLIED IN CONFORMANCE WITH APPENDIX D OF THE SURFACE WATER DESIGN MANUAL. 14. PRIOR TO THE BEGINNING OF THE WET SEASON (OCT. 1), 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 WEEK OF THE BEGINNING OF THE WET SEASON. A SKETCH MAP OF THOSE AREAS TO BE SEEDED AND THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE DDES INSPECTOR FOR REVIEW. TYPICAL BIORETENTION CELL C2.00 C3.00 NOT TO SCALE FINISHED GROUND - p o 0 p p o 0 p o 0 p W D C, ° z .o o. -°p p D D p O O p 0 0 D p 0 0 O p p00 .0 D Od ,O DOD °00 oo..00 0 �24" MIN 6" PERFORATED PVC —DRAIN ROCK 3 GRAVEL TRENCH DRAIN C2.00 IC3.bo NOT TO SCALE 6" NOM. DIA. SCHEDULE 40 PIPE - FILLED WITH CEMENT CONCRETE. �j GALVANIZE ALL STEEL AND PAINT SURFACE RESTORATION, WITH SAFETY YELLOW ENAMEL SEE FINISH PAINT 4 GRADE C3.00 C3.00 SURFACE RESTORATION, SEE 4 STRUCTURAL FILL C3.00 <-4 n4- DEPTH IS NOTED ONC3.00 DRAWINGS „TRENCH 12 WIDTH 12" �i�,� TRACER TAPE ° ° SAWCUT SAWCUT 9" PIPE 9" —TONING WIRE a O.D. a. ° ° BEDDING o ° ° CEMENT CONCRETE ZZZ2 it ° 0 0 0 0 O 0 0 """fl ::::::: ' O' :::::::: �/% FOUNDATION 4" MIN ° 000 00 0 /i�/ ::::::: :::.'%' �\ AS REQUIRED 3" ASPHALT 6" CRUSHED SURFACING r� > 1'-6" DIA. PAVEMENT TOP COURSE SPACING NOTE: STRUCTURAL FILL N o O.D.+24" MAX. PROVIDE 3 FT SPACING FROM AS REQUIRED Uj m ADJACENT BOLLARDS AND WATER/GAS EQUIPMENT DETAIL — STEEL BOLLARD C2.00IC3.00 NOT TO SCALE ASPHALT PATCH SECTION C2.00IC3.00 NOT TO SCALE TYPICAL TRENCH PLASTIC SEWER & STORM PIPE C2.00IC3.00 NOT TO SCALE FINISH GRADE TRENCH BACKFILL BEDDING FOUNDATION AS DIRECTED TYPICAL TRENCH DUCTILE IRON WATER PIPE C2.00IC3.00 NO1 10 SCALE 14 DETAIL "A" LOCKING SCREW " 8 DIA. LOCKING DUCTILE IRON DOME GRATE PERMIT NO. 18-105861-00—CO APPROVED DATE &FLANNI 275 Fifth Street Suite 100 Bremerton, WA 98337 (360) 377-8773 Fax 792-1385 info@rfmarch.com MWITOrl'imrom 728 134th Street SW Suite 200 Everett Washington 98204 Ph: 425 741-3800 www.reidmiddleton.com ©Copyright 2013 Reid Middleton, Inc. W V H tJ� Z W W Q� ad W � w O o=> Z 0 �o C E= c� w o � G Li � H"--wQ Z wa=� H C.� � Q O LLM W Project Number 2015137 PERMIT SET ISSUED: NOVEMBER 30, 2018 REVISION SCHEDULE PERMIT RESUBMITTAL 2/11/19 Details SHEET: C3.00 J 0 O O M U I 0 00 i 0 N 0 Q U I -v / c E Q E 0 IL O 0 0 ry 0 0 / i a C) N 0 N N O GALVANIZED 4"0 STEEL PIPE ELBOW PIPE DOWNSPOUT (DS) CN- CAST IRON LOCKING 6" DIA. FERNCO BELL M O RING AND COVER DONUT. INSTALL FLUSH 4" DIA. PVC CLEANOUT WITH TOP OF SLAB. PLUG AND CAP PROVIDE ADAPTER FOR RECTANGULAR DOWNSPOUT CONNECTION GALVANIZED 4"0 STEEL PIPE 3"0 CONCRET L _ J FL x SCREW —,,,,,, d G 00 1.O ° ° ° ° ° O ° ° .R °° ^ PEA GRAVEL, 9 CUBIC FEET MIN FIBER JOINT PAVEMENT PACKING, TYP. DI PIPE 45% 4" DIA PVC ELBO 4" DIA. PVC PIPE 45' 4" DIA. PVC WYE (LENGTH AS REQ'D.) 45' 4" DIA. PVC ELBOW 3/4" DRIP VALVE AT LOW POINT, FIELD LOCATE r4" DIA. PVC PIPE (LENGTH AS REQ'D.) 4" DIA. PVC PIPE TYPICAL DOWNSPOUT AND ROOF DRAIN W/ CLEANOUT C2.001C3.01 NO 10 SGALL 1-4" DI 90° BEND FLxFL 1-4" ADAPTER DI FLxMJ d d .° o d d. a 36"x36"x8" CONCRETE COLLAR WRAP PIPE THROUGH CONCRETE THRUST BLOCKING ELEVATION 6" DIA. PVC SD, SLOPE TO STORM SEWER INVERT 4"x6" PVC REDUCER K2 FIRE DEPARTMENT CONNECTION(FDC)_ C2.00 C3.01 NOT TO SCALE 100' MIN.. 08 �QP � 0 0 v��POO 0000000 va �. 0 <zr� o OoO o 0 0 oSo 3 co 0 oO�00 °o oO0 800000 0 � z O ° 00 $��o > oDo0 0 �o 0 000�� o� ° o o o N � � �° o O� O � o� ° Oo o D O� ° ° a 0000� ��Oo(J0 0°00 �-°0 0 0 ° oQo p o 0 °° po °000 0� ° po R=25' MIN ° o �� 63,0b o ° - O 0 R FILTER FABRIC UNDER MIN QUARRY SPALLS 4" — 8" QUARRY SPALLS PLACE TOP AT SUBGRADE IF POSSIBLE PROVIDE FULL WIDTH OF INGRESS/EGRESS AREA TEMPORARY CONSTRUCTION ENTRANCE C 1.001 C3.01 NU I 10 t cUALt . SEE MECH, ELEC, & A3/S-421 FOR TYP ANCHORAGE INFO FOR EQUIPMENT 15 0 9" T&B, EA WAY, W/ STD 90' HOOK 0 ENDS NOTE: 1. PAD SHALL EXTEND 6 INCHES ON ALL SIDES BEYOND THE GENERATOR DIMENSIONS EXTERIOR GENERATOR PAD C2.00 I C3.01 NOT TO SCALE • Of V Z x 04 2 1 /2" DEPTH OF THROUGH JOINT (10' ON CENTER)-� L EPDXY RESIN TYPE 11 --� 10" 5" 2 1 /2" d N • Q0 CEMENT CONCRETE SECTION —EXTRUDED CEMENT CONCRETE CURB C2.00 I C3.01 NOT TO SCALE PERMIT N0. 18-105861-00—CO APPROVED DATE 275 Fifth Street Suite 100 Bremerton, WA 98337 (360) 377-8773 Fax 792-1385 info@rfmarch.com MMITIMMMUM 728 134 Street SW Suite 200 Everett Washington 98204 Ph: 425 741-3800 www.reidmiddleton.com ©Copyright 2013 Reid Middleton, Inc. Project Number 2015137 PERMIT SET ISSUED: NOVEMBER 30, 2018 I REVISION SCHEDULE I DCDRAIT DCCI1MkA1TT41 1 7/11/10 Details SHEET: C3101 rh BLDG -2' - 0" r,,-),_SITE SECTION 11 I = 30'-011 Dr- 00 PACIFIC HIGHWAY SOUTH, FEDERAL• 00 TYPE OF • - • -, • OFFICE 3,389 SQ FT REPAIR STORAGE APPROXBUILDING HEIGHT: 271-611 LEVELI APPROX 9,500 SQ FT LEVEL 2 5,178 • FT TOTAL R• OO- AREA APPROX 14,678Q FT ADDRESS: 1351W SOUTH 351st STREET, FEDERAL WAY, WASHINGTON 98003 TYPE OF CONSTRUCTION VB- NOT SPRINKLERED OCCUPANCY TYPE: B: OFFICE 884 + 844 = 1,728 SQ FT S1: REPAIR 3,956 SQ FT STORAGE 67 SQ FT BUILDING HEIGHT: 17'-6" LEVEL 1 APPROX 5,000 SQ FT LEVEL 2 APPROX 964 SQ FT TOTAL EXIST GROSS FLOOR AREA APPROX 6,964 SQ FT NEW ADDITION BUILDING 2: TYPE OF CONSTRUCTION VB - PROVIDE SPRINKLERED SYSTEM OCCUPANCY TYPE: A: ASSEMBLY 221 SQFT B: OFFICE 453 SQFT ACCESSORY 618 SQ FT S1: REPAIR SHOP 3,480 SQ FT STORAGE 337 SQ FT S1: NEW REPAIR BAY 1,399 SQFT BUILDING HEIGHT: 27'-6" TOTAL NEW GROSS FLOOR AREA APPROX 7,140 SQ FT LEVEL 1 APPROX 6,988 SQ FT MEZZANINE APPROX 152 SQ FT ILDIRG 1 OFFICE GROSS FLOOR AREA 3,389 SF BUILDING 2 OFFICE GROSS FLOOR AREA 1,195 SF TOTAL OFFICE AREA 4,584 SF STORAGE FACILITIES: I FOR EACH 300 SQ. FT. OF THE FACILITY'S GROSSB' OFFICE •-: A - PROVIDE AROUND LEVEL___70 z PII-VICINITY MAP 1" = 80'-0" ZONE CE 1. MINIMUM SIDE AND REAR YARDS FOR SALES, RENTAL, AND LEASING FACILITIES SHALL BE 20 FT. ALONG RESIDENTIAL ZONES AND 10 FT. ALONG ALL OTHER ZONES; FOR ALL OTHER USES, SIDE AND REAR YARDS SHALL BE 20 FT. ALONG RESIDENTIAL ZONES AND 15 FT. ALONG ONES SITE AREA = 2.35 ACRES -!---TOTAL PARKING STALLS = 54 i 0 5' 10' 20' 40' UtL i N CITE r n AA SITE PLAN - - - Mu�'viY� 1 It = 30'-0" RicEfergusmiLLER ARCHITECTURE INTERIORS PLANNING VIZLAB 275 FIFTH STREET, SUITE 100 BREMERTON, WA 98337 360-377-8773 n RFMARCH.COM O cn 4794 kill �A. FEY2��15 VSTA E OF WASHWdTON W v! V I— C/) z h�- LLI W cy-, w 75 U) C:) 00 W � >- 0-) w zj�:< O ory LL �_� Q u U 0 — w ,� Q Z ,�.w ® LL F— U Lc.) Q cy.) O LL U) PROJECT # 2015137 PERMIT SET ISSUE DATE NOVEMBER 30, 2018 REVISION SCHEDULE ARCHITECTURAL SITE D rn o o '; m.� PLAN AND SITE _ � rn SECTION -_ cn T W NOCi �Q LA— , JC� —+ = p 0 Cn EDCD 00 -n -, p 31$ ° SHEET # zz CD = n �cQ O m rn� ^� ^N N Q 1 I c ;'Al Omol m rn 0 0 5' 10' 20' 40' UtL i N CITE r n AA SITE PLAN - - - Mu�'viY� 1 It = 30'-0" RicEfergusmiLLER ARCHITECTURE INTERIORS PLANNING VIZLAB 275 FIFTH STREET, SUITE 100 BREMERTON, WA 98337 360-377-8773 n RFMARCH.COM O cn 4794 kill �A. FEY2��15 VSTA E OF WASHWdTON W v! V I— C/) z h�- LLI W cy-, w 75 U) C:) 00 W � >- 0-) w zj�:< O ory LL �_� Q u U 0 — w ,� Q Z ,�.w ® LL F— U Lc.) Q cy.) O LL U) PROJECT # 2015137 PERMIT SET ISSUE DATE NOVEMBER 30, 2018 REVISION SCHEDULE ARCHITECTURAL SITE D rn o o '; m.� PLAN AND SITE _ � rn SECTION -_ cn T W NOCi �Q LA— , JC� —+ = p 0 Cn EDCD 00 -n -, p 31$ ° SHEET # zz CD = n �cQ O m rn� ^� ^N N Q 1 I c ;'Al Omol m rn 0 RIM=244.8 / 36"CONC E IE-229.08/ 24"CONC N IE=238.45 RIM=245.37 8"CONC NE IE= 30.32 8"CONC S IE= 30.22 S. /351 ST & / PRIVATE DR )/- SURVEY/ NOTES 1. COORDINATES ESTABLISHED BY CPS RTK OBSERVATIONS ON POINTS / 900, 901, 902, 903 AND 904 VIA THE WASHINGTON STATE REFERENCE NETWORK. ADDITIONAL CONTROL COORDINATES / ESTABLISHED BY CLOSED TRAVERSE. 2. THE UTILITIES SHOWN HEREON ARE BASED ON OBSERVATION OF SURFACE FEATURES, RECORD UTILITY MAPS. FIELD LOCATIONS MUST BE VERIFIED PRIOR TO ANY CONSTRUCTION, 3. RIGHT-OF-WAY BASED ON KING COUNTY DEPT. OF ASSESSMENTS / QUARTER SECTION MAP FOR THE SE QUARTER QF SECTION 20, / TWP. 21 N, R 4 E. 4. THIS SURVEY WAS MADE WITHOUT THE BENEFIT Or A TITLE REPORT AND DOES NOT PURPORT TO SHOW ANY EASEMENTS OR OTHER ITEMS OF RECORD. W/ GRATE FILTER / RIM=244.03 j (LOCKED) / SOLID LID RIM=246.7 36"CMP E IE=24D.63 DATUMS: HORIZONTAL DATUM: NAD 83/11 WA NORTH VERTICAL DATUM: NAVD 88 PROJECT BENCHMARK: DESIGNATION GP17005-238, WSDOT MONUMENT ID: 3178, 3" BRASS DISC SET IN SIDEWALK ELEVATION=298.73 LEGEND ---- -- -- ---- SHRUB CONIFER TREE BUILDING LINE STUMP -' - EDGE OF GRAVEL DECIDUOUS TREE VEGETATION LINE Q TELEPHONE/COMM. MANHOLE FENCE T� _ GUARD RAIL TELEPHONE PEDESTAL - p UNDERGROUND POWER LINE KC1 GAS VALVE RECORD POWER LINE ® GAS METER - - - OVERHEAD POWER LINE ® JUNCTION BOX G �- GAS LINE © POWER VAULT RECORD GAS LINE © POWER MANHOLE SD STORM DRAIN LINE �- LIGHT POLE w RECORD STORM DRAIN LINE n❑ POWER TRANSFORMER SS SMltTARY SEWER LINE -�- UTILITY POLE � ti... ; RECORD SANITARY SEWER E- GUY ANCHOR _ W WAITER LINE @ STORM DRAIN MANHOLE RECORD WATER LINE ❑ CATCH BASIN Iv - CABLE T/ LINE SDCO, CLEANOUT - - COMMUNICATIONS LINE (FIBER OPTIC) �/ CULVERT AS NOTED , UGT - UNDERGROUND TELEPHONE FS_D1 STORM DRAIN VAULT EDGE OF PAVEMENT @ TYPE2 CATCH BASIN _ _ _ BUILDING OVERHANG � WATER VAULT _ WALL (AS NOTED) �i FIRE HYDRANT � WATER VALVE CENTERLINE OF ROAD ® WATER METER RIGHT -OF WAY ® JOINT TRENCH PER RECORD iRRN WATER MANHOLE OR AS NOTED _ _ _ _ _ ELEMENT LINEPAVEMENT IRRIGATION VALVE HBO STRIPING HOSE BIB / RIM=252.62 8"CONC NW IE=231.97 8"CONC SW IE=231.82 12"DI NE IE=244.42 8"CONC ESE IE=231.92 N RIM=252.66 12"DI SW IE=249.71 12"DI SE IE=249.71 , WATER LEVEL EL=249.66 RIM=253.51 qA 12"DI NE IE=248.06 Y SS`v NC S SIGN SO 20 10 0 20 40 ® FOUND MONUMENT IN CASE S1-100 %, PK NAIL W/WASHER G SCALE N FEET �//-{� PEDESTRIAN SIGNAL POLE SO I RIM=245.78 G 12"DI N IE=240.03 8"DI SE IE=242.13 12" CONC SID CULVERT RIM=254.8 IE=245.26 RIM=254.6E B"CONC S1h E=231.18 8"CONC NE IE=231.45 8"CONC N E=231.28 8"GONG S IE=231.3 SS SO i -A 0 GAS V A� �..��_-_�.._.�_ ._._ M . , -� _ _ _ - G / Z �� i C U LVE / \ G - NCO SQ /. D IE=250. 2' TE PRIVA � ROAD "��. � � G s - s 0 ss -� w------ _ SS =G SS ASS � 0 � 36"GONG �� SS S o ASPHALT SD SD �---- Sq„ SS SS SS 'GONG SO ,.p\ x ,.a SD SD SS S SSCO - - SD p _ , 7 ]IT 4 u R(LOCKED)4-A _ - 55 PP w• CULVERT LVERT I - C ASPHALT =244.63 X SSC SD SD X X SD X p CONC - - P , A 5 y + Q - Lrwi Q - 1 m_ - HB I / Illy W{ w w W / 9- J tt >_44.34 X ! COLo o _ 7 " - HIGH CHAIN I LINK STORAGE CONTAINERS �5 JC N IE=223. 4 3 0 _IRR METER -9ps W/ 9ARBS JC S IE=223 4 o�� p .. 25 RIM=254.64 -� (R#2222 r � 25O.3s � JC W IE= 22 .64 z4 36"GONG W IE_=2 56.19 RIM=248.39 U CONC BLOCK SDMH #2151 PKYV - 12"CONC W IE=245.94 6' HAINLINK WALL W/ GRATE FILTER RIM=248.60 PUMP SHED 12 "GONG = I'=236.49 W/BARBS RIM=245.07 \ FOR OLD 12 'DI F It=247.04 S� 12"GONG S IE=245.86 I-0 y , . "° ���'" �" GRATE EL=239.47 36"CMP W IE=240.5 t FUELING STATION IE-240.72 - � � 24''OONC SE IE=236.54 00 � 12"ADS SE IE-239.25 IE=2 4.55 - 6 PVC SE IE=241.1 �--.- 0 SSCO SD _ 12"GONG SD SD SD r BLRD CONC S IE=1.65 ----- - +- - ❑ alto _ / (/� AND ST6N GN B U I LD I I V Gj RIM ' 246 79 STACKED 4� 12"ADS NE IE=241.24 METAL Ho 5� 12"ADS S IE=249.49 BARRELS cot U � I 01 w / / �� xa COVERED I z-#jD41 CR 1��7 AREA FOR 1E N o RIM=246.62 RIM=246 03 I RIM=248.82 p 3 CH IN�'INK-`° 12"ADS W IE=241.47 Ca STATIONOLD I I I y� 12"ADS N IE=242.92 W 12"GONG E IE=246.97 � � 12"ADS N IE=24137I "3 12"ADS S IE=241.37 4"PVC W IE=243.56 I COL Gj \ i 12"ADS SE IE=243.03 ASPHALT L - - -- - - 0 - I �p RIM=248.82 CONC oN g \ \ I 12"ADS W IE=245.77 SD /�5 0 SD �; I ASPHALT z o7 U ' , T SD D #2055 ��RIM=246.49 �O �. b _ _ m 0 RIM=245.37 12"ADS N IE=241.37 T#1971 c. SAVE � 6"PVC SE IE=242.29 SCO a GRA �® 12"ADS N IE=241.92 RIM=246.52 TP ?�i', 12"ADS S IE=241.92//) x 12"ADS SSW IE=241.44 4"DI E IE=245.32 T I G -1 t j CASCADE ° BOTTOM OF VAULT EL=243.52 O n T ..:��- I �DRILLING ; � :� C �p CONC I CR 1068 7_ EAVE p GRAVEL " RIM=245.22 RIM-247.51 RR M=248 66 STORAGE CONTAINERS 12"ADS NNW IE=243.71 l 12"CONC N IE=243.81 FIP.�T / 4 2"ADS- N IE=241 .92 EAVE i I 12"ADS W IE=243.81 BUILDING 12"ADS W IE=243.86 SD 12"ADS S IE=243.86 J N TS = _, i SEPARATOR w: LP a BLRL1 BLRP°lrL 0 0 m°� 4"DI IE-245.32 CR #1906 X - Xa . _..., E CONC BLOCK 3 CHAINLINK I X X ---� n N RIM-246.29 X C] L- - -- W- -J 4"PVC N IE=244.69 SDCO `' F WALL - RIM-246.64 SS j 12"AD`) E IE=243.59 x 12"CONC E IE= I 0 >' FOOTING DRAIN °- y � X ,' 12"GONG W IE= a BIKE LANE ENDS CONC BLOCK " I INDRAIN12"CONC S IE= 6 CHAINLNK �� 11 SS W/BARBS C: o RANS JG CONC-- cy " c' P p P p P L Lp JOL wM 12'_ ONC__SID Sp..- 5D . _ RIM=252.64 8"CONC SW IE=232.34 8"CONC NE IE=232.54 8"CONC SE IE=232.54 RIM=252.66 24"CONC W IE=242.66 36"CONC NE IE=238.56 36"CONC SW IE=237.91 RIM=252.3 8"CONC NW IE=2-31.95 8"CONC NE IE=2�32.05 24"C SD 50 yy ASPHALT c,5 SS 3e' G.. 0 CONDU �4 P17 ® SANITARY SEWER MANHOLE BLRD0 BOLLARD SD 12 ADS SD p CONC Cn 0 4 0 S 0 S 352ND ST V Q � 0 N S - SSMH#2.374 RIM=238.26 4,C`R� 1 354 D_ RIM=240.41 RIM-237.93 RIM=239.22 4"PVC CONNECTS TO SDCO 12"DI W IE=235.67 N 4"PVC NE IE=236.22 12"CONC E IE=236.06 12"CONC S IE=236.01 RIM=245.18 12"ADS N IE=243.71 12"CONC W IE=243.81 12"CONC E IE=243.86 0 0 (LOCKED) L .. ^ Ej SO 'd, X i / X I RIM=250.75 10"PVC N E IE=241.6 I 10"PVC S IE=241.75 i X HIGH CHAIN LINK--' / BARBS X i i GRAVEL x I i x j I x STORAGE CONTAINED_ x l I i x 5" HIGH CHAIN LINK \ W/ BARBS X 275 Fifth Street Suite 100 Bremerton, WA 98337 (360) 377-8773 Fax 792-1385 info@rfmarch.com 728 134th Street SW Suite 200 Everett. Washington 98204 Ph: 425 741-3800 www.reidmiddleton.com © Copyright 2013 Reid Middleton, Inc. ov o,-A-m1e Project Number 2015137 i PERMIT SET I ISSUED: JULY 20, 2018 REVISION SCHEDULE i I X z 0 x I I w CONC BLOCK - - - - - -I WALL - I P- pP c �7=11_SD] r"'"w*"" M" ETER ASPHALT L SD •! P F:'- � 1;:- ►1 EXISTING G c CONDITIONS MAP LP ASPHALT S 3 5 2 N D ST PP CONC P p Pp PP um ®mod- W1 CITY OF FEDERAL WAY SDMH #1175 COMMUNITY DEVELOPMEW]" RIM=247.73 (LOCKED) A�,�ih� z • J O 0 U I 0 00 i 0 N Q U co 0 / 0 / C F- > Q v 0 0 Cn 0 0 i U N E U N 0 0 N N 0 I i� FINISH GRADE 0 I ih 0 LIFTING RODS FILTER BAG CATCH BASIN SEDIMENTATION 1 CONTROL WITH FILTER BAG C 1.001 C3.00 NOT TO SCALE SPACING NOTE: PROVIDE 3 FT SPACING FROM ADJACENT BOLLARDS AND WATER/GAS EQUIPMENT CONCRETE TOP 6" NOM. DIA. SCHEDULE 40 PIPE FILLED WITH CEMENT CONCRETE. GALVANIZE ALL STEEL AND PAINT WITH SAFETY YELLOW ENAMEL PAINT CEMENT CONCRETE DETAIL - STEEL BOLLARD C2.00IC3.00 NOT TO SCALE rv��ri�ir. r.nnrr SAWCUT EROSION AND SEDIMENT CONTROL NOTES 1. APPROVAL OF THIS TEMPORARY EROSION AND SEDIMENTATION CONTROL (TESC) PLAN DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN (E.G. SIZE AND LOCATION OF ROADS, PIPES, RESTRICTORS, CHANNELS, RETENTION FACILITIES, UTILITIES, ETC.). 2. THE IMPLEMENTATION OF THESE TESC PLANS AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE TESC FACILITIES IS THE RESPONSIBILITY OF THE TESC SUPERVISOR UNTIL ALL CONSTRUCTION IS APPROVED. 3. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY FLAGGED BY SURVEY TAPE OR FENCING, IF REQUIRED, PRIOR TO CONSTRUCTION (SWDM APPENDIX D). DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. THE CLEARING LIMITS SHALL BE MAINTAINED BY THE APPLICANT/ESC SUPERVISOR FOR THE DURATION OF CONSTRUCTION. GRAVEL 4. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE SURFACE DURATION OF THE PROJECT. ADDITIONAL MEASURES, SUCH AS CONSTRUCTED WHEEL WASH SYSTEMS OR WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPTH CLEAN AND TRACK OUT TO ROAD RIGHT OF WAY DOES NOT OCCUR FOR THE DURATION OF THE PROJECT. 5. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED PRIOR TO OR IN CONJUNCTION WITH ALL CLEARING AND GRADING SO AS TO ENSURE THAT THE TRANSPORT OF SEDIMENT TO SURFACE WATERS, DRAINAGE SYSTEMS, AND ADJACENT TOP OF BANK EL VARIES VARIES 8" DIA. LOCKING DUCTILE IRON DOME GRATE, SEE DETAIL A PROPERTIES IS MINIMIZIED. _ 6. THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING 9 THE CONSTRUCTION PERIOD, THESE TESC FACILITIES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND MODIFIED TO ACCOUNT FOR CHANGING SITE CONDITIONS (E.G. ADDITIONAL COVER MEASURES, ADDITIONAL SUMP PUMPS, BOTTOM 2" DEPTH MULCH GRAVEL SURFACE RELOCATION OF DITCHES AND SILT FENCES, PERIMETER PROTECTION, ETC.). 8" YARD DRAIN CELL EL 18 MIN INVERT PER PLAN 7. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE APPLICANT/ESC SUPERVISOR AND MAINTAINED TO ENSURE CONTINUED PROPER FUNCTIONING. WRITTEN RECORDS SHALL BE KEPT OF WEEKLY REVIEWS OF THE ESC FACILITIES. SOIL MIX AGGREGATE 8. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING Sieve Size Percent Passing THE WET SEASON OR SEVEN DAYS DURING THE DRY SEASON SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC 3/8" 100 COVER METHODS (E.G. SEEDING, MULCHING, PLASTIC COVERING, ETC.). #4 95-100 9. ANY AREA NEEDING ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN SEVEN (7) DAYS. #10 75-90 #40 25-4 25-4 0 10. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN #100 4-10 THE 24 HOURS FOLLOWING A STORM EVENT. #200 2-5 11. AT NO TIME SHALL MORE THAN ONE (1) FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT —LADEN WATER INTO THE DOWNSTREAM SYSTEM. GEOTEXTILE FABRIC 1-2" OF COMPOSTED MATERIAL IN PONDING AREA BIORETENTION SOIL MIXTURE 12. ANY PERMANENT RETENTION/DETENTION FACILITY USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE REFER TO TABLE C.2.6.A OF NECESSARY EROSION CONTROL MEASURES AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE PERMANENT FACILITY KCSWDM FOR LIST OF IS TO FUNCTION ULTIMATELY AS AN INFILTRATION SYSTEM, THE TEMPORARY FACILITY MUST BE ROUGH GRADED SO THAT THE RECOMMENDED PLANTS IN BOTTOM BOTTOM AND SIDES ARE AT LEAST THREE FEET ABOVE THE FINAL GRADE OF THE PERMANENT FACILITY. OF BIORETENTION CELL 13. COVER MEASURES WILL BE APPLIED IN CONFORMANCE WITH APPENDIX D OF THE SURFACE WATER DESIGN MANUAL. 14. PRIOR TO THE BEGINNING OF THE WET SEASON (OCT. 1), 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 WEEK OF THE BEGINNING OF THE WET SEASON. A SKETCH MAP OF THOSE AREAS TO BE SEEDED AND THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE DDES INSPECTOR FOR REVIEW. 12" WIDTH WIDTHH 12" SAWCUT 3" ASPHALT/ v 6" CRUSHED SURFACING PAVEMENT 0TOP COURSE STRUCTURAL FILL AS REQUIRED ASPHALT PATCH SECTION C2.001C3.00 NOT TO SCALE SURFACE RESTORATION, SEEr44 C3.00 C3.00 I DEPTH IS NOTED ON DRAWINGS %N 9" PIPE! 9'$ O.D. co 7t �o N 0 m TYPICAL BIORETENTION CELL C2.00 C3.00 NOT TO SCALE FINISHED GROUND - o 0 0 0 0 0 p o 0 o QD O Q c p0 - O o C_ D o 0 o s o 0 o e o 0 o p 00 �O • O c p0 O o �O • 3 o o. o. o. I-�24" MIN 6" PERFORATED PVC —DRAIN ROCK GRAVEL TRENCH DRAIN C2.00 I C3.00 NOT TO SCALE — SURFACE RESTORATION, SEE 40 C STRUCTURAL FILL C3.03.00 1 C�i C Iva i TONING WIRE BEDDING FOUNDATION 4" MIN AS REQUIRED O.D.+18" MIN. O.D.+24" MAX. TYPICAL TRENCH PLASTIC SEWER & STORM PIPE C2.00IC3.00 NOI 10 SCALE FINISH GRADE 9)) PIPE 9" I TRENCH BACKFILL 0. DY Ib( TYPICAL TRENCH DUCTILE IRON WATER PIPE C2.00IC3.00 NOT TO SCALE DETAIL "A" LOCKING SCREW " 8 DIA. LOCKING DUCTILE IRON DOME GRATE ,MLANNINC 275 Fifth Street Suite 100 Bremerton, WA 98337 (360) 377-8773 Fax 792-1385 info@rfmarch.com 728 134th Street SW Suite 200 Everett. Washington 98204 Ph: 425 741-3800 www.reidmiddleton.com ©Copyright 2013 Reid Middleton, Inc. Project Number 2015137 PERMIT SET ISSUED: NOVEMBER 30, 2018 REVISION SCHEDULE (f) Details Z O O x u SHEET: C3000 CAST IRON LOCKING RING AND COVER 4" DIA. PVC CLEANOUT PLUG AND CAP--,, 3" O CONCRETH d FIBER JOINT \ PACKING, TYP. 45', 4" DIA PVC ELBO 4" DIA. PVC PIPE (LENGTH AS REQ'D.) PIPE DOWNSPOUT (DS) 6" DIA. FERNCO BELL DONUT. INSTALL FLUSH WITH TOP OF SLAB. PROVIDE ADAPTER FOR RECTANGULAR DOWNSPOUT CONNECTION a 45' 4" DIA. PVC WYE i-45' 4" DIA. PVC ELBOW 4" DIA. PVC PIPE (LENGTH AS REQ'D.) 4" DIA. PVC PIPE TYPICAL DOWNSPOUT AND ROOF DRAIN W/ CLEANOUT C2.00 I C3.01 NOT TO SCALE —J O O U O 00 1-1 O N O Q U O / 0 E Q E O O Li O Q0 C O cn N L L� L� Cn O O / Q U N S E O N O 0 N 1-1 0) N GALVANIZED 4" 0 STEEL PIPE ELBOW 0 N ILO O a d -d O d a GALVANIZED 4" 0 STEEL PIPE �36"x36"x8" FL x SCREW CONCRETE PEA GRAVEL, 9 CUBIC COLLAR FEET MIN PAVEMENT WRAP PIPE DI PIPE THROUGH CONCRETE 10„ a C 3/4" DRIP VALVE AT LOW 2 1 /2" 5" 2 1 /2" POINT, FIELD LOCATE DEPTH OF THROUGH _ JOINT (10' ON CENTER)-\ N THRUST BLOCKING Q0 1-4" DI 900 BEND FLxFL 0 1-4" ADAPTER DI � FLxMJ ELEVATION EPDXY RESIN TYPE 111 CEMENT CONCRETE 6" DIA. PVC SD, SLOPE TO STORM SEWER INVERT 4"x6" PVC REDUCER FIRE DEPARTMENT CONNECTION (FDC) C2.00 I C3.01 NOT TO SCALE SECTION -EXTRUDED CEMENT CONCRETE CURB C2.00 I C3.01 NOT TO SCALE &FLANNIft 275 Fifth Street Suite 100 Bremerton, WA 98337 (360) 377-8773 Fax 792-1385 info@rfmarch.com Mz kyl 1V 1 1 M11 728 134th Street SW Suite 200 Everett. Washington 98204 Ph: 425 741-3800 www.reidmiddleton.com ©Copyright 2013 Reid Middleton, Inc. OA. FWAS �rs w x 51549GISTE ONAL E��w trl24/i,5 Project Number 2015137 PERMIT SET ISSUED: NOVEMBER 30, 2018 REVISION SCHEDULE 1 cem um SHEET:: R v `