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19-103181 (2)1 C MITIGATION PLANTING SCHEDULE 5 9 10 11 12 PLANTING NOTES: IC C IE BOTANICAL NAME COMMON NAME QUANTITIES (BY PLANTING AREA) BUFFER TEMPORARY BUFFER BUFFER TOTAL RESTORATION ACCESS ENHANCEMENT REVEGETATION PER SIZE SPACING (7,805 SF) (3,006 SF) (3,642 SF) (6,384 SF) SPECIES PICEA SITCHENSIS ! SITKA SPRUCE 1 GAL 12' OC 31 12 14 25 82 ---- _ THUJA PLICATA \---- ----- - -- - ,-------- 'WESTERN RED CEDAR --- 1 GAL ----- 12' OC 31 14 15 25 85 CORNUS SERICEA RED OSIER DOGWOOD 1 GAL 6' OC 47 18 38 103 --- -- - --- - - ----- ------ LONICERA INVOLUCRATA 1 BLACK TWINBERRY 1 GAL - --- 6' OC ---------- 47 -- --- 18 ---- --- --- ----- - — - - 39 - -- 104 PHYSOCARPUS CAPITATUS PACIFIC NINEBARK ! 1 GAL 6' OC 47 18 39 104 -- ------ -- RUBUS SPECTABILIS SALMONBERRY 1 GAL 6' OC 47 18 39 104 SEE DETAIL 3 NO SOIL NO SOIL SEE DETAIL 3 SOIL PREPARATION (BY PLANTING AREA): FOR SOIL FOR SOIL PREPARATAION PREPARATION PREPARATION PREPARATION 00000 sip i � 00000 o0000 FINISH GRADE wry 2X4 ROOTBALL DIAL NMI 3' DIA MULCH RING CONTAINER PLANTING DETAIL TOP OF ROOTBALL 1/2" vL ABOVE SURROUNDING SOIL NTS 3' DIA. MULCH RING ►ee 6' SHRUB SPACING, TYP. / \ 1 l 1 I i 1 i NOTE: 1. MITIGATION PLANTING LAYOUT IS CONCEPTUAL AND INTENDED TO SHOW GROUPINGS OF SIMILAR SPECIES OF PLANTS. 3. GROUP EACH SPECIES IN ODD -NUMBERED CLUSTERS OF 3 TO 9. 4. PLANT LAYOUT AND TRIANGULAR SPACING MAY BE ADJUSTED TO MEET FIELD CONDITIONS WITH THE ACCEPTANCE OF THE ENGINEER. 5. IN BUFFER RESTORATION AREA SURROUND EACH TREE WITH SHRUBS, RETAINING THE 6' O.C. SPACING OF THE SHRUBS AS SHOWN IN THIS DETAIL. PLANTING LAYOUT NTS GPERMIT REVIEW SUBMITTAL NOT FOR CONSTRUCTION 1 09/19/19 ABG CITY OF FEDERAL WAY: LAND USE PERMIT RESUBMITTAL REV DATE BY DESCRIPTION 11 2 3 DESIGNED ABG DRAWN ABG CHECKED MFR DATE MAY 2019 SCREEN PLANTING SCHEDULE SYMBOL BOTANICAL NAME COMMON NAME SIZE SPACING QUANTITY 0 e 0 AMELANCHIER ALNIFOLIA'REGENT' SERVICEBERRY 2 GAL 5' OC 8 MAHONIA AQUIFOLIUM ;TALL ORGEON GRAPE 2 GAL 5' OC 10 VACCINIUM OVATUM EVERGREEN HUCKLEBERRY 2 GAL 5' OC � 6 <<G ON�p17B. Gf? NCi �� 2 �y0sc°4? ExP.212�� q PE A. 4 INSTALL PLANT PLACE 6" IMPORTED TOPSOIL FINISH GRADE PRIOR TO PLACING MULCH CULTIVATE COMP "' FT TO 12" DE 3" DEPTH COMPOST, TYP co + �+ EX GRADE EX SUBGRJ STEP 1 SOIL PREPARATION DETAIL 1. ANY DISCREPANCIES BETWEEN THE DRAWINGS, SPECIFICATIONS, AND SITE CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE PRIOR TO PROCEEDINGS WITH CONSTRUCTION. 2. PRESERVE AND PROTECT ALL EXISTING WETLANDS, TREES AND VEGETATION NOT DESIGNATED FOR REMOVAL. PROVIDE, ERECT AND MAINTAIN TEMPORARY FENCING TO PREVENT ACCESS TO EXISTING WETLANDS OR WETLAND BUFFERS BY ANY VEHICLES. 3. USING HAND-HELD EQUIPMENT, REMOVE ALL INVASIVE SPECIES FROM ALL PLANTING AREAS PRIOR TO INSTALLATION USING METHODS APPROVED BY THE STATE OF WASHINGTON NOXIOUS WEED CONTROL BOARD. SPECIFIC SPECIES TO BE REMOVED INCLUDE KNOTWEED (POLYGONUM SPP.), HIMALAYAN BLACKBERRY (RUBUS ARMENIACUS), AND REED CANARYGRASS (PHALARIS ARUNDINACEA). 4. DO NOT DRIVE OR PARK ANY VEHICLES OR EQUIPMENT, STORE MATERIALS, STOCKPILE SOIL OR GRAVEL, OR DISPOSE OF ANY CONSTRUCTION OR WASTE MATERIAL WITHIN EXISTING WETLANDS OR WETLAND BUFFER OR NEAR NEWLY INSTALLED PLANTS. RESTRICT FOOT TRAFFIC WITHIN PROTECTED AREAS. 5. BUFFER ENHANCEMENT AREA IS INFILL PLANTING ONLY. PLANT SPACING IN THIS AREA IS AN AVERAGE SPACING WITH THE INTENT OF PRESERVING MATURE EXISTING TREES. 6. PREPARE AND PLANT BUFFER REVEGETATION AREA WHEN STAGING AREA IS NO LONGER IN USE. 7. PLANTING AREAS SHOULD BE STAKED IN THE FIELD FOR ACCEPTANCE BY THE OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION. 8. SEED ALL DISTURBED AREAS FOLLOWING PLANTING. DO NOT SEED MULCH RINGS. 9. SEED ANY AREAS WHERE PLANTING HAS NOT BEEN LOCATED BUT HAS BEEN IMPACTED DURING CONSTRUCTION AND PLANTING, INCLUDING WEEDING AREAS. 10. WATER PLANTINGS USING ON -SITE YARD HYDRANT. HYDRANT LOCATION SHOWN ON SHEET L01. STEP 2 STEP 3 STEP 4 STEP 5 0 CN PLANTING AREA PREPARATION SEQUENCE: STEP 1 PLACE 3" COMPOST STEP 2 INCORPORATE COMPOST TO 12" DEPTH STEP 3 PLACE 6" IMPORTED TOPSOIL STEP 4 INSTALL PLANTS. SEE DETAIL 1 AND SPECIFICATIONS FOR METHOD AND PLANTING PLAN FOR LOCATIONS STEP 5 INSTALL 3' DIAMETER MULCH RINGS, 3" DEEP NTS LAKEHAVEN WATER & SEWER DISTRICT SANITARY SEWER PUMP STATION �UBMiTTEC LANDSCAPE MITIGATION MITIGATION PLANTING DETAILS, SCHE ULEDANQ UNITYELC}PMENT NOTES 10 11 12 JERIFY SCALES JOB NO. 10581 A.10 BAR IS ONE INCH ON ORIGINAL DRAWING DRAWING NO. 0 �_• 1" L02 IF NOT ONE INCH ON SHEET NO. THIS SHEET, ADJUST SCALES ACCORDINGLY 29 OF 74 13 �n .:I 01 Nil _4I Will 1 2 3 4 5 6 7 8 9 10 11 12 1 13 3 z Q C9 z z g z O Q F- 2 Lo O Lo 0 0 N 0 P W 0 0 CL O of w m z W W D Q z O m W F- O CL lull IC C PROPERTY LINE WETLAND D EASEMENT LINE -1,7. ' r� .TEMPORARY CONSTRUCTION ACCESS PLANTING = 3,006 SF /// , 00, 00, i I L BUFFER RESTORATION = 7,805 i I - /� ®f WETLAND F� . 0000 0000�00 0000000000/O — I I I � /, �� /i; / ,� 0000,600000/0 ; • 000Q00000Q00 -- 0 0 0 1 BUFFER y 0 O BUFFER OO 0 ENHANCEMENT = 3 642 SF O O REVEGETATION .. l...., \ .) O O = 6,384 SF 0000Q000Q0Cc) / 00000\ \ ❑ \ O // / //.' YARD�HYDRANT n00\Q0000vO 1. �.000OOOvQ `� O O O p / / \ PROPOSED SCREENING SHRUBS, TYP �" �p \'� / \ SEE SHEET L02 FOR LEGEND AND DETAILS 0 0 0/.' /\ / \ •� 1 O \ o TEMPORARY STAGING AREA TREES TO BE REMOVED AND REPLACED WITH TWO (2) WESTERN RED CEDAR. REPLACEMENTS INCLUDED IN TEMPORARY CONSTRUCTION ACCESS PLANTING. SEE SHEET L02 FOR FULL PLANTING SCHEDULE. 1i u \/ ! WETLAND E \��\� / \ \\ / / / /I• i \ /.co OS 4/ / f % 0 l / F NOTES: 1. SEE SHEET L02 FOR PLANTING NOTES, SCHEDULES, AND DETAILS. 2. SEE NOTES ON SHEET L02 FOR POST- CONSTRUCTION STAGING AREA TREATMENT (BUFFER REVEGETATION). G PERMIT REVIEW DESIGNED �oF g RS SUBMITTAL o� FFtie �''> 5309 SHILSHOLE AVE. NW, NOT FOR CONSTRUCTION D BGN ��'�\�1�bi��' 2 STE.200 ESASEATTLE, WA 98107 CHECKED OFFICE - 206.789.9658 MFR �„ WWW.ESASSOC.COM 09/19/19 ABG CITY OF FEDERAL WAY: LAND USE PERMIT RESUBMITTAL DATE �'J'7o Exp REV DATE BY DESCRIPTION MAY 2019 Cq PE ARG 1 2 3 4 5 6 7 m LANDSCAPE PI Permit,Number: °l - Approved B : I te: 1 1412A 1 °i 20 10 0 20 40 1 "=20' SCALE FEET LAKEHAVEN WATER & SEWER DISTRICT SANITARY SEWER PUMP STATION 33 F-SU MIT LANDSCAPE MITIGATION MITIGATION PLANTING PLAN CI FEDERALMUNITY DELC 10 11 12 Al14-ham. PLAZ% /ERIFY SCALES BAR IS ONE INCH ON ORIGINAL DRAWING 0 1 „ IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY 13 JOB NO. 10581A.10 DRAWING NO. L01 SHEET NO. 28 OF 74 "TA Al CI ❑I ©1 ©I 01 1 z 1 i6 �A V t > D z r n D 4i i 0 5' 10, 20' IC ai cU U n 2 L c am Q n D >I c a� i a I nl = E 0 CID 2 3 4 5 26 TOW 173.1 TOW 172.4 TOW = 172.4 TOW = 171.7- CB #1 TYPE 1 CB RIM = 171.00 8" INV OUT = 167.0(E) TOW = 171.7 N a� PERMIT REVIEW °' SUBMITTAL a NOT FOR CONSTRUCTION n u t n - 1 09/19/19 BAS CITY OF FEDERAL WAY: LAND USE PERMIT RESUBMITTAL REV DATE BY DESCRIPTION 1 1 2 1 3 - o N W IL 3 / \ % 0 0 0 El DESIGNED BAS DRAWN DE CHECKED TJW DATE MAY 2019 r N W a O N 5 8" SD TOW = 171.0 A. S4/G 1Q- OF WASy�� F� o C_z a 55635 n'FGISTER�� N� G SS/0NAL E 4 4 CB #2 TYPE 1 CB RIM = 171.0 8" INV IN = 165.7(W) 8" INV OUT = 165.6(E) Digitally signed by Brian A. Sliger Contact Info: Carollo Engineers, Inc. Date: 2019.11.06 15:02:26-08'00' 1 6 7 8 11 172.7 3 8 172.7 172.5 0 13 ►. 19 15 0 N W O TOW = 172.4 22 TOW = 171.7 1123 TOW = 171.7 171.0 24 C <2 -"-INTERLOCKING BLOCK RETAING WALL 21 1' 20 1 ENLARGED PLAN SCALE: 1" = 10' FILE: 10581 A100000101 6 7 9 10 11 12 13 GENERALNOTES LEGEND 1. ITEMS ENCOUNTERED ON SITE (INCLUDING BELOW GRADE) NOT SHOWN ON THE DRAWINGS SHALL BE POROUS ASPHALT INSTALLED BROUGHT TO THE ATTENTION OF THE OWNER'S PER DETAIL 4/C06 REPRESENTATIVES IMMEDIATELY. 2. THE LOCATION OF EXISTING UTILITIES SHOWN ON THE DRAWINGS IS APPROXIMATE AND MAY VARY IN THE FIELD. ADDITIONAL UTILITIES MAY EXIST ON SITE A THAT ARE NOT SHOWN ON THE DRAWINGS. VERIFY THE ACTUAL LOCATION OF ALL UTILITIES BEFORE ANY CONSTRUCTION ACTIVITIES COMMENCE. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY PERMITTING INFORMATION DIFFERENCES OF CONSEQUENCE. TOTAL SITE AREA = 9,500 SF (0.218 ACRES) 3. MAINTAIN 3'-0' MINIMUM COVER OVER ALL PIPING. EXISTING IMPERVIOUS AREA = 1,346 SF (0.031 ACRES) THIS IS TYPICAL UNLESS OTHERWISE NOTED ON THE DRAWINGS. PROPOSED POROUS ASPHALT = 4,050 SF (0.099 ACRES) PROPOSED IMPERVIOUS AREA = 7,519 SF (0.173 ACRES) 4. MAINTAIN 10'-0" HORIZONTAL AND 18" VERTICAL INCLUDES POROUS ASPHALT PER CODE PIPE -TO -PIPE SEPARATION BETWEEN POTABLE WATER AND NON -POTABLE PIPING UNLESS OTHERWISE NOTED ON PLANS. POTABLE WATER LINES SHALL PASS OVER NON -POTABLE PIPING UNLESS OTHERWISE NOTED ON PLANS. PUMP STATION 33B COORDINATES: 5. SEE SPECIFICATIONS FOR ADDITIONAL MATERIAL POINTS NORTHING EASTING DESCRIPTION O1 N: 55704.93 E: 71041.28 ELECTRICAL / GENERATOR BLDG WALL CORNER / REF S05 2 N: 55670.51 E: 71007.65 ELECTRICAL / GENERATOR BLDG WALL CORNER / REF S05 O N: 55737.66 E: 71009.17 VALVE VAULT CORNER / REF S03 O4 N: 55709.22 E: 71030.73 WET WELL CORNER / REF S03 O5 N: 55759.52 E: 71026.49 FLOW METER VAULT CORNER / REF S08 O N: 55744.59 E: 71011.74 FLOW METER VAULT CORNER / REF S08 O8 N:55765.59 E:70999.43 O N:55765.59 E:71010.46 10 CD N:55751.49 E:71049.46 11 N:55756.19 E:71051.16 12 N:55746.55 E:71071.95 13 N:55745.12 E:71075.92 14 N:55727.14 E:71058.86 15 N:55712.85 E:71069.47 16 N:55714.01 E:71071.06 17 N:55710.12 E:71074.95 18 N:55712.42 E:71046.52 19 GD N:55706.25 E:71057.51 20 N:55692.02 E:71065.79 21 N:55698.96 E:71074.64 22 N:55685.55 E:71050.27 23 N:55672.93 E:71058.72 24 N:55664.46 E:71063.79 25 N:70991.70 E:55666.45 26 N:55737.13 E:70993.65 27 N:55740.70 E:70998.75 Lakehaven WATER & SEWER DISTRICT Providing water and sewer services to communities in South King County. AND INSTALLATION REQUIREMENTS. B 6. CATCH BASINS SHALL BE TYPE 1 CB'S PER WSDOT STANDARD PLAN B-5.20-02, EXCEPT AS OTHERWISE NOTED IN THE CONTRACT DOCUMENTS. 7. PAVEMENT IMMEDIATELY ADJACENT TO GENERATOR/ELECTRICAL BUILDING, VAULT LIDS, MANHOLE LIDS, AND CONCRETE PADS SHALL BE SLOPED TO DRAIN WAY FROM THESE STRUCTURES. KEY NOTES = <?> 1 PROVIDE PENETRATION IN RETAINING WALL FOR 8" SD. PER MANUFACTURES RECOMMENDATIONS 2 PROVIDE 8" TEE FOR DROP CONNECTION TO CB #3. C FIT VERTICAL END WITH CLEANOUT ADAPTER AND CLEANOUT PLUG. 3 PROVIDE VALLEY GUTTER AT PROPERTY LINE PER DETAIL C104/TYP. 4 INSTALL 18" THICK RIP -RAP AT VALLEY GUTTER OUTLET. 5 SLOPE 8" SD AT 2.0% 6 INSTALL DISPERSION TRENCH PER DETAIL 5/C06. PROVIDE MINIMUM 1' SEPERATION WITH RETAINING WALL TOE AND EASEMENT LINE. 7 GRADE TO DRAIN TO LANDSCAPING. 1 8 GRADE TO DRAIN TO VALLEY GUTTER. LAKEHAVEN WATER & SEWER DISTRICT SANITARY SEWER PUMP STATION 33B CIVIL PAVING, GRADING AND DRAINAGE PLAN 10 11 12 NMI ■©I IFI RESUBMITTED NOV 12 2019 CITY OF FEDERAL WAY COMMUNITY DEVELOPMENT ✓ERIFY SCALES JOB NO. 10581A.10 G BAR IS ONE INCH ON DRAWING NO. ORIGINAL DRAWING o i" C04 IF NOT ONE INCH ON SHEET NO. THIS SHEET, ADJUST SCALES ACCORDINGLY 25 OF 74 13 PROJECT NO. 10581A10 FILENAME: 10581A1000C004.dgn . ■: a 1 2 3 4 5 6 7 8 i I A EXISTING MANHOLE i� RIM EL = 177.68 EXIE12"S=163.1 EX IE 12" SE = 163.1 31 i 10" SS 37 CONNECT TO EXISTING "� 36 FM WITH'RESTRAINED _ .---FLEXIBLE COUPLING .t 12" SS 32` 4 _ µ 18 SS - FUTURE 0 5' 10, 20' 14„ SS , FUTURE F •... - m.__., MH2 108" MANHOLE TYPE 3 �_ 14" SS • _ �., . 41 ro_ ` . d! < -- P002 4W SS. - TYP, ■ Cm , C ° E 0 m U ar I I 77�,if !' -1-� ':6 I / I \ I VALVE VAUI T _ �j PAVING, GKAUING ANU i ""^�� - 'j >C DRAINAGE PLAN i FILE: 10581A100000101 N I y SEE SHEET C04 I a� s PERMIT REVIEW DESIGNED 14" SS 12" SS (TYP) 9 10 11 12 13 GENERAL NOTES KEY NOTES =O# 1. ITEMS ENCOUNTERED ON SITE (INCLUDING BELOW 1 RESTRAINED 12" 45° DI BEND (FL x MJ), TYP OF 2. GRADE) NOT SHOWN ON THE DRAWINGS SHALL BE 2 RESTRAINED 12" MJ DI PLUG. BROUGHT TO THE ATTENTION OF THE OWNER'S REPRESENTATIVES IMMEDIATELY. 3 FLANGED 12" x 14" DI INCREASER, TYP OF 2. 2. THE LOCATION OF EXISTING UTILITIES SHOWN ON 4 FLANGED 14" TRUE DI WYE. THE DRAWINGS IS APPROXIMATE AND MAY VARY IN THE FIELD. ADDITIONAL UTILITIES MAY EXIST ON SITE 5 RESTRAINED 14" x 12" MJ DI WYE. A THAT ARE NOT SHOWN ON THE DRAWINGS. VERIFY THE ACTUAL LOCATION OF ALL UTILITIES BEFORE 6 RESTRAINED 14" PV (MJ x MJ) PER DETAIL ANY CONSTRUCTION ACTIVITIES COMMENCE. THE P022/TYP. CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY 7 RESTRAINED 14" x 10" DI REDUCER (MJ x MJ). DIFFERENCES OF CONSEQUENCE. 8 CONCRETE SLAB, SEE DETAIL 1/SO4 FOR 3. MAINTAIN 3'-0' MINIMUM COVER OVER ALL PIPING. REINFORCEMENT. CONTRACTOR SHALL THIS IS TYPICAL UNLESS OTHERWISE NOTED ON THE COORDINATE WITH EQUIPMENT MANUFACTURER DRAWINGS. FOR THE SLAB DIMENSION. 4. MAINTAIN 10'-0" HORIZONTAL AND 18" VERTICAL 9 CONNECT TO EXISTING WATER METER AND PIPE -TO -PIPE SEPARATION BETWEEN POTABLE PROVIDE RPBA IN HOT BOX ENCLOSURE PER WATER AND NON -POTABLE PIPING UNLESS DETAIL 6/C06. OTHERWISE NOTED ON PLANS. POTABLE WATER LINES SHALL PASS OVER NON -POTABLE PIPING 10 REMOVABLE GUARD POST/BOLLARD PER DETAIL UNLESS OTHERWISE NOTED ON PLANS. C161/TYP. 11 EXTRUDED CURB PER DETAIL C141/TYP. 5. SEE SPECIFICATIONS FOR ADDITIONAL MATERIAL B AND INSTALLATION REQUIREMENTS. 12 PROVIDE V WIDE GAP IN EXTRUDED CURB AT TYP). APPROXIMATE LOWSLIDACCESS 6. SEE PAVING, GRADING AND DRAINAGE PLAN FOR STORM WATER PIPING AND STRUCTURES (SHEET 13 6' HIGH CHAIN INE AROUND C04) PERIMETER OF IDETAIL 1/C05. 7. NO MORE THAN 150 CUBIC YARDS MAY BE REMOVED 14 PROVIDE 20' WIDE GATE, PER FROM EACH INDIVIDUAL EXCAVATION AFTER THE DETAIL 3/C05. UPPER AND MIDDLE AQUIFER HAVE BEEN LOWERED. 15 PROVIDE 4' WIDE SWINGING PEDESTRIAN ACCESS SEE GEOTECHNICAL REPORT AND CONSTRUCTION GATE, PER DETAIL 2/C05. SEQUENCING FOR ADDITIONAL DETAILS. 16 INSTALL CLEAN OUT PER DETAIL P004/TYP. 8. INSTALL ALL BURIED PIPE PER P002/TYP. 17 SEE SHEET M01 FOR CONNECTION TO WET WELL. PUMP STATION 33B COORDINATES: 18 PACKAGED ODOR CONTROL SYSTEM. SEE SPECIFICATION 46 78 83. PROVIDE FLEXIBLE POINTS NORTHING EASTING DESCRIPTION < N: 71041.28 E: 55704.93 ELECTRICAL / GENERATOR BLDG WALL CORNER / REF S05 B N: 71007.65 E: 55670.51 ELECTRICAL / GENERATOR BLDG WALL CORNER / REF S05 OC N: 71009.17 E: 55737.66 VALVE VAULT CORNER / REF S03 DD N: 71030.73 E: 55709.22 WET WELL VALVE CORNER / REF S03 ON: 71026.49 E: 55759.52 FLOW METER VAULT CORNER / REF S08 F N: 71011.74 E: 55744.59 FLOW METER VAULT CORNER / REF S08 ? I - Of CONNECTION TYPE FL-3 AT FAN INLET. 19 REDUCE TO CONNECT TO INLET WATER C CONNECTION AS READ. 20 FOUL AIR AND SUPPLY AIR PIPING SHALL BE SLOPED BACK TO THE WET WELL AT A MINIMUM OF 2% SLOPE. 21 ABOVE GROUND FIELD STORAGE TANK PER SPECIFICATION 33_56_10. SEE DWG M03 AND M04 FOR ADDITIONAL DETAILS. 22 TERMINATE 8" SA PER DETAIL M305/TYP. 23 ELECTRICAL TRANSFORMER SHALL BE PROVIDED BY PUBLIC UTILITIES. 24 SUPPORT FUEL OIL SUPPLY AND RETURN PIPES PER P660/TYP. 25 CONCRETE SLAB PER DETAIL S300/TYP. Li 26 14" BYPASS/PIG PORT W/ MJ PLUG VALVE PER DETAIL 4/C05. 27 THRUST BLOCKING PER DETAIL P102/TYP. 28 DI FLANGE FILLER, THICKNESS AS REQ'D, TYP OF 2. 29 RESTRAINED 14" DI ADAPTER (FLxMJ). 30 RESTRAINED 12" x 14" DI INCREASER (MJxMJ). 31 RECHANNELIZE MANHOLE AND PLUG EX 12" OUTLET TO SOUTH. CORE DRILL AND CONNECT 12" SS TO PENETRATION WITH KOR-N-SEAL II 306 SERIES, OR APPROVED EQUAL. 32 APPROX 92 LF 12" SS @ 0.5% SLOPE. 29 33 RESTRAINED 14" MJ DI WYE. E ZZ 14" SS 34 RESTRAINED 12" x 14" DI INCREASER (PE X MJ). 5 3" D 35 RESTRAINED 14" 450 MJ DI BEND. 2 36 RESTRAINED 10" 450 MJ DI BEND. 30 12" SS 37 RESTRAINED 10" 11.250 MJ DI BEND. FUTURE 38 INSTALL YARD HYDRANT PER M275/TYP ON 1" NPW. 39 CONCRETE SLAB, SEE DETAIL 1/SO4 FOR REINFORCMENT. SEE MECHANICAL DRAWINGS FOR OWNER PROVIDED TANK DIMENSIONS. 40 KEYED ENTRY SWITCH FOR SLIDING GATE PER SPECIFICATION 32 2100. INSTALL PER MANUFACTURE RECOMMENDATION. F 41 RELOCATE EX. WATER METER TO APPROXIMATE LOCATION SHOWN. 42 SLIDING GATE OPERATOR PER SECTION 32 2100. SEE ELECTRICAL FOR POWER CONDUIT ROUTING. \ / \ 43 INSTALL VERTICAL FITTINGS AS REQUIRED TO CONNECT TO EX 10" SS. S pAM #OVAL 44 FIRE DEPARTMENT KEYED ENTRY SWITCH FOR 'Petmit Nwnbet: l -1031$ -Op SLIDING GATE PER SECTION 32 21 00. INSTALL 2 DETAIL Date: Approvea`By: P U U C M ENDATION. 21 45 LANDSCAPING SCREEN PER MITIGATION PLAN . - SCALE: 3/8" = V-0" Commen SEE SHEETS L01-1_02. FILE: 10581A100000101 LAKEHAVEN WATER &SEWER DISTRICT JOB No. (; BAS \PN A. 04z VERIFY SCALES 10581A.10 G SUBMITTAL DRAWN �� oF LWA3N,� �F.p BAR IS ONE INCH ON n NOT FOR CONSTRUCTION DE _ z SANITARY SEWER PUMP STATION ORIGINAL DRAWING DRAWING NO. � � o ill CO3 CHECKED ` °AT ITT CIVIL n TJW q GIST O �q- Providing Water and sewer services ENLARGED SITE PLAN COMMUOF NITY FEDERAL WAY IF NOT ONE INCH ON SHEET NO. 09/19/19 BAS CITY OF FEDERAL WAY: LAND USE PERMIT RESUBMITTAL DATE �0T RFGiSTER� \�yQ � 1 FSs�oNA� #[� COn1[iillnt!@S in (3!!#h King County. THIS SHEET, ADJUST REV DATE BY DESCRIPTION MAY 2019 SCALES ACCORDINGLY 24 OF 74 1 2 1 3 4 5 6 7 8 9 10 11 1 12 13 PROJECT NO. 10581Al0 FILE NAME: 10581A1000GUU3.dgn cl- rn 00 rn 0 N > 0 L6 ai is 0 0 0- ai co U O 0- C: a) a LO 0 0 >1 C a) a �i Ol 0 ns U U m D 0 U a) fn ai .n n3 I— L O O U 7 0 O a) 0 N O 7 Cr m fb 0 W a U) F- Cn IFTI M 0� 2 3 4 5 6 7 8 g EXISTING MH N=55833.97 E=70996.75 0 25' 50' 100, f I I } !' f I `> I f EX 15' SEWER EASEMENT 1 h----------------� i i tt 1 I f ` I i I 1 <� 21+00r r ITT r r 0+1 00 r r t l S=3.35% 2 0 0-1- 1 +.0 0 INTERLOCKING BLOCKCD Oz RETAINING WALL C° Z 6' MAX HEIGHT Q u U Z) SEE SHEET CO3 & C04 U) co z — x W z — FILL AREA PER GRADING PLAN ITl (D Q 17 0• N=55775.25 E=71075.71 ENLARGED PLAN CENTER OF MH N=55714.91 E=71045.37 2+00 P002 30 S=0.51 % 3+,00 6" MIN 3 CLSM BLANKET C06 ON EXISTING PIPE d W !1y'y H- = O U W LLI W W ZOj LLI LLl W f/)c�z Z II CD)0 U 0 = Nam- 0 �- � M _r N�Cy m W 2W� 14 Wrn 0� �Q+ Z , W6— . 0O If M —Q+ ~� _260Q Z , Wcri_c0 ow If �- O ~ Lt7000 f-Wd Jo0Q 11 6260< ow CV~C7z �00c�~C�z0 II II m II 11 NZ0a 4o +3: CCnT_> ��C~i�=»z ��U)M:>>> _C�z0 M2mO II 5COZ I— W �OZap I—T II Z)fnZ_Z— 0-000C)0 f-=2Qz0000N II �(nZ_ZZ �pi- U W (n cn�EEQlL4 cn��<LL' vt cn2ofaLL v�� cnc0=W 13 —1 +00 1 +00 2+00 3+00 PERMIT REVIEW DESIGNED A- S SUBMITTAL BAS `PN `% DRAWN �� oF w asyti F,p NOT FOR CONSTRUCTION DE �� c0 1 09/19/19 BAS CITY OF FEDERAL WAY: LAND USE PERMIT RESUBMITTAL REV DATE BY DESCRIPTION 11 2 CHECKED TJ W DATE MAY 20194 3 0 _ Z 0 55635 �0 RFGISTER�O SS/ONAL ENG 4 4+ 00 N=55675.46 E=71357.62 ffl%lus 90 5+.00 6+00 7+00 STA. 7+49.43 EX MH (48" MANHOLE) N=55659.98 E=71624.78 7+00 8+00 +200 ire I s i 150 Z W O oo� O— Z 11 �� Q " " . ; _z z o _ _� -_ . -.____ _. _�,. 140 00O>>> € Z Z Z co —.�—NNN x�xxx )W0'WW W t I I I I ! I I I i i I I 1 .1 1 130 8+00 9+00 Digitally signed by Brian A. Sliger Contact Info: Carollo Engineers, Inc. Date: 2019.11.06 14:58:34-08'00' 114% ® Lakehaven aAW /�► WATER & SEWER DISTRICT Providing water and seer servic( to communities in South King Court 5 6 7 8 9 10 11 12 T 13 GENERAL NOTES 1. ITEMS ENCOUNTERED ON SITE (INCLUDING BELOW GRADE) NOT SHOWN ON THE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'S REPRESENTATIVES IMMEDIATELY. 2. THE LOCATION OF EXISTING UTILITIES SHOWN ON THE DRAWINGS IS APPROXIMATE AND MAY VARY IN THE FIELD. ADDITIONAL UTILITIES MAY EXIST ON SITE THAT AE NOT SHOWN ON THE DRAWINGS. VERIFY A THE ACTUAL LOCATION OF ALL UTILITIES BEFORE ANY CONSTRUCTION ACTIVITIES COMMENCE. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY DIFFERENCES OF CONSEQUENCE. 3. MAINTAIN 3'-0' MINIMUM COVER OVER ALL PIPING. THIS IS TYPICAL UNLESS OTHERWISE NOTED ON THE DRAWINGS. 4. MAINTAIN 10'-0' HORIZONTAL AND 18" VERTICAL PIPE -TO -PIPE SEPARATION BETWEEN POTABLE WATER AND NON -POTABLE PIPING UNLESS OTHERWISE NOTED ON PLANS. POTABLE WATER LINES SHALL PASS OVER NON -POTABLE PIPING UNLESS OTHERWISE NOTED ON PLANS. 5. SEE SPECIFICATIONS FOR ADDITIONAL MATERIAL AND INSTALLATION REQUIREMENTS. B 6. ALL MANHOLES SHALL HAVE FRAME, COVER, AND STEPS FURNISHED AND INSTALLED PER LAKEHAVEN UTILITY DISTRICT STANDARD PLAN SS-02, EXCEPT AS OTHERWISE NOTED IN THE CONTRACT DOCUMENTS. 7. NO MORE THAN 150 CUBIC YARDS MAY BE REMOVED FROM EACH INDIVIDUAL EXCAVATION AFTER THE UPPER AND MIDDLE AQUIFER HAVE BEEN LOWERED. SEE GEOTECHNICAL REPORT AND CONSTRUCTION SEQUENCING FOR ADDITIONAL DETAILS. KEY NOTES = #O 1 CONNECT TO MH USING KOR-N-SEAL II 306 SERIES, OR APPROVED EQUAL. C 2 EXISTING 15' SEWER EASEMENT ON PARCEL NO. 2921043157 TO BE RELINQUISHED TO CITY FOLLOWING CONSTRUCTION. 3 72" MANHOLE SHALL BE FURNISHED AND INSTALLED PER LAKEHAVEN UTILITY DISTRICT STANDARD PLAN SS-01, EXCEPT AS OTHERWISE NOTED IN THE CONTRACT DOCUMENTS. 4 108" TYPE 3 MANHOLES SHALL BE FURNISHED AND INSTALLED PER WSDOT STANDARD PLAN B-15.60-02, EXCEPT AS OTHERWISE NOTED IN SECTION 33_05_16. 5 PROVIDE FULL ROADWAY REPLACEMENT PER DETAIL 7/C06 FOLLOWING INSTALLATION OF PIPING AND STRUCTURES. LONGITUDINAL LIMITS D OF REPLACEMENT SHALL EXTEND 10' PAST THE LIMITS OF PAVEMENT DAMAGED BY THE PROJECT. 6 BACKFILL PIPING AND RESTORE PAVEMENT WITHIN S 359TH ST PER P002/TYP. 7 POTHOLE TO VERIFY CROWN ELEVATION OF EXISTING CULVERT AT PROPOSED CROSSING WITH 48 SS PRIOR TO CONSTRUCTION. PROVIDE POTHOLE RESULTS TO ENGINEER PRIOR TO COMMENCING CONSTRUCTION. iFi RESUBMITTED Nov 12 2019 CRY OFCOMMUNr Y FEDERAL LAKEHAVEN WATER & SEWER DISTRICT VERIFY SCALES "' 10581A.10 G BAR IS ONE INCH ON DRAWING NO. SANITARY SEWER PUMP STATION 33B ORIGINAL DRAWING CIVIL 0 1" CO2 IF NOT ONE INCH ON SHEET NO. SITE PLAN AND THIS SHEET, ADJUST SEWER PROFILE SCALES ACCORDINGLY 23 OF 74 10 1 11 12 13 PROJECT NO. 10581A10 FILENAME: 10581A1000C002.dgn 3 1 1 4 5 l• f/ 9 1 10 13 ■ [G ■C (1) c� U :n 0 1 U co 0 0 F O CU J N O 1 2 i I i i PS 33B .\ CONTRACT, SEE CIVIL DWGS ACCESS'17� q i .:.'.\ 0 25' 40' 80' SURVEY CONTROL #52 170 _J ! � , a 13 TEMPORARY ACCESS AREA 111 PARCEL #292104-9152 g ❑ f/ i ' PS 33B EASEMENT CITY OF FEDERAL WAY ; / i I (9,511 SQ FT) --T---------------- , CV)I . TEMPORARY STAGING r �. o \ AREA o Z 2 00 ,� °� `'' `100' STREAM W 2 BUFFER EXISTING 15 ACCESS I �� EASEMENT TO PS'33A Iy ( ; I- ___________________J\ 20'-0,,. PARCEL #292104-9088 " I I ' TIM WHETSTONE I ' it I PARCEL #292104-9157 CITY OF FEDERAL WAY SURVEY CONTROL #89 b , 0 I I � .. r p WE -FL ` AREALu Of e , of�,�." � WETLAND LIMITS CL v r i i I l I . I '-- -- j EXISTING PS 33A\ ' SEE DWG D01 srr ZAFOR DEMOLITION D�T�ILS EXISTING 50' x 70' PS 33A EASEMEN P SEWER EASEMEN g AFN 8707240918 I L--------- MOM a Ma P A98 \ \ PERMIT REVIEW UicJ1UNCU TJW SUBMITTAL �P�ES wy,T DRAWN ��oF \NAsF0 NOT FOR CONSTRUCTION DE _ o Z CHECKED � m BJE o 49545 q. DATE hoc �FGiSTER�� DESCRIPTION MAY 2019 �`SS,ONgL ENG 2 3 4 .1/ Digitally signed by Tyler James Whitehouse Contact Info: Carolio Engineers, Date: 20190572, CONTROL POINT TABLE CONTROL POINT NO. NORTHING EASTING ELEVATION (FT) DESCRIPTION 13 55642.19' 71502.87' 181.01' REBAR W/ RED "INCA" CAP 52 55782.59' 70981.48' 1 174.08' REBAR W/ RED "INCA" CAP 89 1 55561.70' 1 70990.06' 1 157.33' 1 PK NAIL (NO WASHER) SEE DWG D01 FOR DEMOLITION OF EX 12" SS KEY NOTES = < 1 SEE SPECIFICATIONS FOR WORK RESTRICTIONS, TRAFFIC CONTROL & WORK WITHIN RIGHT-OF-WAY REQUIREMENTS. SOUTH 359TH STREET 780 SURVEY CONTROL #13 SURVEY NOTES: Right —of —Way Base Map Notes: Parcel lines shown are based upon a combination of ground survey, recorded su-veys, King County Assessor's map information, title reports, and deed information. The purpose of this right—of—way base map drawing is to show the general location of street right—of—ways and parcel lines along the intended sewer force main route. This right—of—way base map drawing may also be used in support of the acquisition of new strip easements along the proposed force main route. The actual location of right—of—ways and parcel lines may vary from that shown, (based upon a more detailed and up—to—date boundary survey). This right—of—way base map drawing should not be used to fix or decide existing boundary and/or easement line locations. Horizontal Datum: Horizontal coordinates shown are based upon a ground scoled project coordinate system (in United States Survey feet). An average grid and elevation scale factor of 1,000038967, (derived for this project) was used for all coordinate conversions. To convert ground scaled project coordinates to Washington North Zone C000rdinotes (based upon NAD'83/91), use the following procedures: — Add 50,000.00 feet to the northing, then multiply by 1.000038967 — Add 1,200,000.00 feet to the exsting, then multiply by 1.000038967 — To convert the resultant northings and eostings (in United States Survey feet) into meters, multiply by 12, then divide by 39.37 Vertical Datum: The elevations shown are based upon NGVD'29. To convert elevations into NAVD'88, add 3.543 feet to the elevations shown (the average vertical conversion for this project). Datum Reference Monuments (Washington State Department of Transportation Monuments): GP17005-311 (ID 6330), a WSDOT Brass disk, set in concrete, in monument case. Project and NGVD'29; Northing= 52,486.800 ft, Easting= 72,148.946 ft, Elevation= 210.492 ft WA North (NAD'83/91) and NAVD'88 ; Northing= 31,239.257 m, Easting= 387,766.884 m, Elevation= 65.238 m GP17005-312 (ID 6331), a WSDOT Brass disk, set in concrete, in monument case. Project and NGVD'29; Northing= 58,568.304 ft, Easting= 74,425.705 ft, Elevation= 337.985 ft WA North (NAD'83/91) and NAVD'88 ; Northing= 33,092.975 m, Easting= 388,460.868 m, Elevation= 104.098 m Michael A. Lee, PLS Tetra Tech INCA COAM PWAV& 6 I 7 akehilven WATER & SEWER DISTRICT Providing water and sewer services to communities in South King County. 8 9 11 1 12 SURVEY LEGEND: ® MONUMENT ® MONUMENT IN CASE Q REBAR & CAP 0 SCRIBED "X" PK NAIL o CALCULATED POINT MB o MAILBOX C{ METAL SIGN POST WOOD SIGN POST O SANITARY SEWER MANHOLE @❑ STORM DRAIN MANHOLE ❑ CATCH BASIN OW WATER MANHOLE WATER VALVE FIRE HYDRANT ® WATER METER SP • STAND PIPE 0 GAS VALVE TR ® TRAFFIC JUNCTION BOX EL ® ELECTRICAL JUNCTION BOX o SANITARY SEWER CLEANOUT SDCO o STORM CLEANOUT ® JUNCTION BOX TELR ❑ TELECOMMUNICATION RISER - D- UTILITY POLE UG -a- UTILITY POLE W/ CONDUITS TO UNDERGROUND E — GUY ANCHOR GPO GUY POLE - --- DS-a---DOWN SPOUT TO UNDERGROUND PEDESTRIAN SIGNAL BUTTON s- TRAFFIC SIGNAL POLE W/ W/ LUMINAIRE A LUMINAIRE (SINGLE FIXTURE) LUMINAIRE (SINGLE FIXTURE) W/ AUG CONDUITS TO UNDERGROUND GTP O GATE POST CONIFEROUS TREE 0 DECIDUOUS TREE ® TEST HOLE (WITH FIELD IDENTIFIER) 0 YARD LIGHT OR LUMINAIRE W/ NO MAST ® MONITORING WELL PVC POLYVINYLCH LORI DE PIPE CIP CAST IRON PIPE CPEP CORRUGATED POLYETHYLYNE PIPE CMP CORRUGATED METAL PIPE WETLAND FLAG WETLAND DATA PLOT VM O WATER VALVE MARKER LAKEHAVEN WATER & SEWER DISTRICT SANITARY SEWER PUMP STATION 33B GENERAL KEY MAP, SURVEY NOTES AND CONTROL 10 1 11 1 12 .., WIRE FENCE (AS NOTED) WOOD FENCE CHANNELIZATION DITCH LINE BUILDING FOOTPRINT STORM DRAIN SANITARY SEWER P P UNDERGROUND POWER G GAS WATER RIGHT OF WAY --------------- EASEMENT SECTION LINE QUARTER SECTION LINE A 41< WNGRErE- 4- ASPHALT ROCKERY RETAINING WALL RECEIVED JUL 0 2 2019 CfTY OF FEDERAL WAY ()OMMUNC(Y DEVELOPMENT JERIFY SCALES JOB NO. 10581 A.10 BAR IS ONE INCH ON DRAWING NO. ORIGINAL DRAWING 0 11, G05 IF NOT ONE INCH ON SHEET NO. THIS SHEET, ADJUST SCALES ACCORDINGLY 5 OF 74 13 ■IA Elm ICI owl ■IA ■12I GI PROJECT NO. 10581A10 FILE NAME: 10581A1000G05.dgn 1 1 2 1 3 1 4 @ AT (MEASUREMENT) D A DEFLECTION ANGLE, CENTRAL ANGLE D DEPTH, DIGITAL OR DISCRETE, DRAIN # NUMBER (REBAR 0) D/W DRIVEWAY DBL DOUBLE L A DDCV DOUBLE DECTOR CHECK VALVE AB ANCHOR BOLT DEG or' DEGREE ABC AGGREGATE BASE COURSE DEMO DEMOLISH, DEMOLITION AC ASPHALTIC CONCRETE DET DETAIL h ACB AIR CIRCUIT BREAKER DG DOOR GRILLE ACI AMERICAN CONCRETE INSTITUTE DIA or 0 DIAMETER A ACP ASBESTOS CEMENT PIPE DIAG DIAGONAL ACU AIR CONDITIONING UNIT DIF DIFFUSER � AD AREA DRAIN DIG DIGESTER ADDL ADDITIONAL DIM DIMENSION � ADJ ADJACENT, ADJUST, ADJUSTABLE DIP DUCTILE IRON PIPE ADMIN ADMINISTRATION DISCH DISCHARGE ADR ACCESS DOOR DL DEAD LOAD, DRAIN LINE j ADWF AVERAGE DRY WEATHER FLOW DLV DOOR LOUVER AED AREA EQUIPMENT DRAIN DMP DAMPER 2 AFF ABOVE FINISHED FLOOR DMP DIAPHRAGM SEAL AFM AIR FLOW MONITOR DN DOWN AHU AIR HANDLING UNIT do DITTO AIC AIR COMPRESSOR DO DOOR OPENING AIL AIR INTAKE LOUVER DP DEEP (OR DEPTH) ALT ALTERNATE DPV DIAPHRAGM VALVE AL ALUMINUM DR DOOR, DRAIN, DRIVE ANCH ANCHOR DIRT DRIP TRAP ANV ANGLE VALVE DRV DRAIN VALVE APPROX APPROXIMATE, APPROXIMATELY DS DOWN SPOUT, DOWNSTREAM B ARCH ARCHITECTURAL DSCB DOWNSTREAM CATCH BASIN ARV AIR RELEASE VALVE DS INV DOWNSTREAM INVERT ASSY ASSEMBLY DSW DOOR SWITCH ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS DUC DUST COLLECTOR L AVE AVENUE DUH DUCT HEATER UNIT AVG AVERAGE DWG(S) DRAWING(S) en AVV AIR AND VACUUM VALVE DWL(S) DOWEL(S) a`) D BCKR BD BDD BF BFG C BFV BG BGS BLDG BLK BLKHD BLVD BM BOA BOTT BPV BRG BSP BTU BTWN BV D C c CA CB CC CD CDT n CEF o CF i CFM CFS c a CHKD PL ri CI 3) CIP >i CIRC CJ 1 CKA ai CKB n� CKF o E CKS o CL J CLK CLR 2_ CLSM CML CMLC U) CMP CMU CO COL(S) ai CONC CONN N CONST CONT 6 CORR CU CID t CPLG ° CPT L) F CPVC CS CSBC °, CSP CT CTJ CTL CTR CTSK CU CUP CV CW CWV CY E E BEGIN CURVE, BRASS CAP, BACK OF CURB, BOLT CIRCLE EA BACKER BOARD EC BOARD ECC RED BACKDRAFT DAMPER ECU BLIND FLANGE ED BELOW FINISHED GRADE EF BUTTERFLY VALVE EG BREAK GLASS HAND SWITCH EJ BELOW GROUND SERVICE EL BUILDING ELB BLOCK ELEC BULKHEAD ELL BOULEVARD EMBED BEAM, BENCH MARK EMH BEGINING OF ALIGNMENT EP BOTTOM EPS BACK PRESSURE VALVE EPV BEARING EQ BLACK STEEL PIPE EQUIP BRITISH THERMAL UNITS ER BETWEEN ES BALL VALVE ESEW ESS ET EUH EVR CLOSE, CONDUIT CHANNEL (STRUCTURAL) EW CONCRETE ANCHOR EWC CATCH BASIN EWEF CENTER OF CURVATURE, CENTER TO CENTER EWH CEILING DIFFUSER, CONDENSATE DRAIN EX CONDUIT EXIST CEILING EXHAUST FAN EXP CUBIC FEET EXPO CUBIC FEET PER MINUTE EXT CUBIC FEET PER SECOND CHECKERED PLATE CAST IRON CAST IRON PIPE FA CIRCUMFERENTIAL/CIRCUMFERENCE FACT CONSTRUCTION JOINT FAD CHECK VALVE, ANGLE FB CHECK VALVE, BALL FC CHECK VALVE, FLAP FCA CHECK VALVE, SWING FCO CENTER LINE FCU CHAIN LINK FD CLEAR FDC CONTROLLED LOW STRENGTH MATERIAL FDL CEMENT MORTAR LINED FG CEMENT MORTAR LINED AND COATED FH CORRUGATED METAL PIPE FIN CONCRETE MASONRY UNIT FIN FL CLEANOUT FIN GR COLUMN(S) FL CONCRETE FLA CONNECT, CONNECTION FLEX CONSTRUCTION FLG CONTINUOUS OR CONTINUATION OR (D) (OUS) FLR CORRUGATE(D), CORROSION FM CONTROL POINT FND COUPLING FO CONE PENETRATION TEST FPM CHLORINATED POLYVINYL CHLORIDE FPP CARBON STEEL FRP CRUSHED SURFACING BASE COURSE FRPP CORRUGATED STEEL PIPE FRPMP CURRENT TRANSFORMER, CERAMIC TILE FS CONTROL JOINT FSTN CONTROL FT or' CENTER,CENTERED FTG COUNTERSUNK FLIP CUBIC FV COPPER PIPE FW CHECK VALVE FX COLD WATER FXC COMBINATION WASTE AND VENT FXE CUBIC YARD FOS FOR n REV DATE BY 1 PERMIT REVIEW SUBMITTAL NOT FOR CONSTRUCTION DESCRIPTION EAST EACH, EXHAUST AIR END OF CURVE ECCENTRIC REDUCER EVAPORATOR COOLING UNIT EQUIPMENT DRAIN EXHAUST FAN, EACH FACE EXHAUST GRILLE EXPANSION JOINT ELEVATION ELECTRICAL LIGHT BOX ELECTRICAL ELBOW EMBEDMENT ELECTRICAL MANHOLE EDGE OF PAVEMENT EXPANDED POLYSTYRENE ECCENTRIC PLUG VALVE EQUAL EQUIPMENT EXHAUST REGISTER EACH SIDE EMERGENCY SHOWER AND EYE WASH EMERGENCY HAND SWITCH ELECTRICALLY HEAT TRACED ELECTRIC UNIT HEATER EVAPORATOR EACH WAY ELECTRIC WATER COOLER EACH WAY EACH FACE ELECTRIC WATER HEATER, EXHAUST EXISTING EXISTING EXPANSION, EXPANSION TANK EXPOSED EXTERIOR 5 1 6 1 7 �W_ GA GAL GALV GAV GB GBT GC GEL GEN GL GLV GM GND GPD GPM GR GRTG GRV GSP GV GYP HH H1E H2E HAS HB HDPE HDW HDWL HGT HMA HORIZ HP HPA HPT HPU HR HSF HSS HTX HV HW HWL HWR HWS HxW HYD IA ID I.F. IN or INCL INF INJ INSTR INSUL INT INV IP ISR JST JT JP K KGV LL LAB LAV FOUL AIR LB(S) FACTORY LF FOUL AIR DUCT LG FLAT BAR LH FACE OF CURB, FLEXIBLE COUPLING LL FLANGE COUPLING ADAPTER LLH FLOOR CLEANOUT LLV FAN COIL UNIT LP FIRE DAMPER, FLOOR DRAIN, FOUND LPG FIRE DEPARTMENT CONNECTION LPG FLOOR DRAIN LINE LPT FLAP GATE, FINISH GRADE LR FIRE HYDRANT LT LWL FINISH FINISHED FLOOR FINISHED GRADE FLOOR, FLOW LINE FOUL AIR FLEXIBLE FLANGE, OR FLANGED FILTER FORCE MAIN FOUNDATION FUEL OIL FEET PER MINUTE FLEXIBLE PLASTIC PIPE FIBERGLASS REINFORCED PLASTIC FIBERGLASS REINFORCED PLASTIC PIPE FIBERGLASS REINFORCED POLYMER MORTAR PIPE FAR SIDE, FINISH SURFACE FASTENED) FOOT, FEET FOOTING FUEL DISPENSER FLAP VALVE FLUSHING WATER FIRE EXTINGUISHER FIRE EXTINGUISHER CABINET FIRE EXTINGUISHER - ELECTRICAL FUEL OIL SUPPLY FUEL OIL RETURN DESIGNED TJW M'es WN/�, P 00 \NA3,c DRAWN ��"I ��y0 DE z C _ m CHECKED BJE q 49545 'pox, �FGISTER�� s`S/ONAL ENG DATE MAY 2019 4 1F MAINT MAN MASY MATL MAU MAX MB MC MCJ MD MECH MET MFR MG/L MGD MH MIN MISC Digitally signed by Tyler James Whitehouse Contact Info: Carollo Engineers, Inc. py Date: 2619 6`0 12 05; f6 OTQO'-^' 5 MIX GAS, GROUND, GUTTER MJ GAUGE or GAGE MK GALLONS MO GALVANIZE(D) MOD GRAVITY VENTILATOR MOIST GRADE BREAK MON GRAVITY BELT THICKENER MOS GROOVED COUPLING MS GRAVITY EXHAUST LOUVER MTD GENERAL, GENERATOR GLASS GLOBE VALVE GAS METER N GROUND N GALLONS PER DAY NA GALLONS PER MINUTE NC GRADE NEV GRATING NG GRAVITY VENTILATOR NIC GALVANIZED STEEL PIPE NO., # GATE VALVE NOM GYPSUM NPT NPW NS EXPLOSION -PROOF, HIGH, HORIZONTAL NTS HOOK ONE END HOOK TWO ENDS O HEADED ANCHOR STUD 0 HOSE BIBB OBD HIGH DENSITY POLYEHTYLENE OC HARDWARE OD HEADWALL OED HEIGHT O.F. HOT MIX ASPHALT OFL HORIZONTAL OHE HEAT PUMP, HORSEPOWER, HIGH PRESSURE OPNG HIGH PRESSURE AIR OPP HIGH POINT OPP HND HEAT PUMP UNIT AIR OZ HANDRAIL, HOSE REEL, HOUR HOOD SUPPLY FAN HOLLOW STRUCTURAL SECTION (STEEL) P HEAT EXCHANGER PC HOSE VALVE PCC HOT WATER PCCP HIGH WATER LEVEL PCP HOT WATER RETURN PD HOT WATER SUPPLY PD, PLD HEIGHT BY WIDTH PE HYDRANT PERP PG INSTRUMENT AIR PH INSIDE DIAMETER, INSIDE DIMENSION, IDENTIFICATION INSIDE FACE PPI L INCHES PLAS INCLUDE, INCLUDING PLCS INFLUENT PLS INJECTOR PLWD INSTRUMENTATION PMP INSULAT(E)(ED)(ING)(ION) PNL(S) INTERIOR POL INVERT POLY IRON PIPE POS INTRINSICALLY SAFE RELAY POW PP PPMV JOIST PRC JOINT PREFAB JUNCTION POLE BOX PRG PRI PROJ KNIFE GATE VALVE PRR PRV ANGLE (STRUCTURAL), LENGTH, LOUVER PS LABORATORY PSF LAVATORY PSG POUND(S) PSI LINEAL FEET PSIG LONG PT LEFT HAND PV LIVE LOAD PVC LONG LEG HORIZONTAL LONG LEG VERTICAL PVI LOW PRESSURE PVMT LOW PRESSURE AIR PVT LIQUIFIED PROPANE GAS PWWF LOW POINT LONG RADIUS LEFT LOW WATER LEVEL Q QTY R R/W RAD MOTOR, METER RCP MAINTENANCE RD MANUAL RDL MASONRY RDOF MATERIAL RECIRC MAKE-UP AIR UNIT RED MAXIMUM REF MACHINE BOLT REG MECHANICAL COUPLING REINF MASONRY CONTROL JOINT REJ MOTORIZED DAMPER REQD MECHANICAL RES METAL REV MANUFACTURER RF MILLIGRAMS PER LITER RFCA MILLION GALLONS PER DAY RG MANHOLE RH MINIMUM RLS MISCELLANEOUS 6 1 7 MIXER MECHANICAL JOINT MARK MASONRY OPENING MODIFIED MOISTURE MONUMENT MOISTURE SEPARATOR MOP SINK MOUNTED NORTH, NEUTRAL NOT APPLICABLE NORMALLY CLOSED VALVE, NEEDLE NATURAL GRADE, NATURAL OR LP GAS NOT IN CONTRACT NUMBER NOMINAL NATIONAL PIPE THREAD NON -POTABLE WATER NEAR SIDE NOT TO SCALE OPEN OPPOSED BLADE DAMPER ON CENTER OUTSIDE DIAMETER, OUTSIDE DIMENSION OPEN EQUIPMENT DRAIN OUTSIDE FACE OVERFLOW OVERHEAD ELECTRICAL OPENING OPPOSITE OPPOSITE HAND OUNCE POLE POINT OF CURVATURE PLANT CONTROL CENTER PRESTRESSED CONCRETE CYLINDER PIPE POLYMER CONCRETE PIPE POSITIVE DISPLACEMENT, PLANT DRAIN PULSATION DAMPENER PLAIN END PERPENDICULAR PRESSURE GAUGE PHASE, PHYSICALLY HANDICAPPED POINT OF INTERSECTION PLATE, PROPERTY LINE PLASTIC PLACES POLYMER SOLUTION PLYWOOD PUMP PANEL(S) POLYMER POLYETHYLENE POSITION POTABLE WATER POWER POLE PARTS PER MILLION (VOLUME) POINT OF REVERSE CURVATURE PREFABRICATED PRESSURE REGULATOR PRIMARY PROJECTION PRESSURE OR VACUUM RELIEF VALVE PRESSURE REDUCING VALVE, PRESSURE REGULATION VALVE, PRESSURE RELIEF VALVE PUMP STATION, PIPE SUPPORT POUNDS PER SQUARE FOOT PRESSURE GAUGE POUNDS PER SQUARE INCH POUNDS PER SQUARE INCH GAUGE POINT, POINT OF TANGENCY PLUG VALVE POINT OF VERTICAL CURVATURE, POLYVINYL CHLORIDE POINT OF VERTICAL INTERSECTION PAVEMENT POINT OF VERTICAL TANGENCY PEAK WET WEATHER FLOW QUANTITY RIGHT OF WAY RADIUS, RADIAL REINFORCED CONCRETE PIPE ROOF DRAIN, ROAD ROOF DRAIN LINE ROOF DRAIN OVERFLOW RECIRCULATING REDUCER, ROOF EQUIPMENT DRAIN REFERENCE REGULATOR, REGULATING REINFORCE(D)(ING)(MENT) RUBBER EXPANSION JOINT REQUIRED RESERVOIR REVISION, REVERSE RETURN FAN RESTRAINED FLANGE COUPLING ADAPTER RETURN GRILLE RUBBER GASKET RIGHT HAND REGISTERED LAND SURVEYOR 9 RM RO ROT RP RPM RPMP RR RSR RT RTU RUD RWW S S/W SA Sc SCB SCD SCFM SCH SCO SD SDCB SDL SDMH SECT SEP SF SFW SG SGS SHD SHR SHT SIM SL SLG SLP SLV SMP SOL SP SPD SPDT SPEC(S) SPL SPR SQ SQ FT SQ IN(S) SR SS SSFM SSMH SSK SST STA STB STD(S) STIFF STIR STL STP STIR COOR STRUCT SUG SUPT SV SW SWR SYM SYN TT T&B TAS TBM TC TCV TDH TDR TEL TH THK TKS TLV TMH TMP TNK T.O. TOC TOG TOM TOS T.O.W. TP TR TRD TSB TSTAT TTB TUR TV TWV UTYP UC UG UHMWPE UHMW UNO US USCB US INV Lakehaven WATER & SEWER DISTRICT Providing water and sewer services to communities in South King County 8 9 ROOM ROUGH OPENING V V ROTAMETER VAR RADIUS POINT VB REVOLUTIONS PER MINUTE VCP REINFORCED PLASTIC MORTAR PIPE VEC RETURN REGISTER VERT RISER VFR RIGHT VG ROOF TOP UNIT VOL RUPTURE DISK VRV RAW WASTEWATER VTR v v W/ W/O SIDEWALK WCO SOUTH, SWITCH, SLOPE WEF SAMPLE, SUPPLY AIR WF SECONDARY CLARIFIER WH SCRUBBER WI SMOKE CONTROL DAMPER WL STANDARD CUBIC FEET PER MINUTE WM SCHEDULE WOD SURFACE CLEANOUT WP SMOKE DETECTOR, SPLITTER DAMPER, STORM DRAIN WPT STORM DRAIN CATCH BASIN WRG SUMP DISCHARGE DRAIN LINE WRS STORM DRAIN MANHOLE WS SECTION WSTP SEPTAGE WT SUPPLY FAN WTR SOFTENED WATER WV SUPPLY GRILLE WW STORE FRONT GLAZING SYSTEM WWF SHOWER DRAIN WWTF SHOWER WWTP SHEET SIMILAR SLOPE ` , SLIDE GATE Y Y SERVICE LIGHT POLE YCO SLEEVE VALVE YH SAMPLER, SUMP PUMP SOLUTION STATIC PRESSURE, SET POINT, SERVICE POLE SUMP PUMP DRAIN SINGLE POLE DOUBLE THROW SPECIFICATION(S) SPLITTER BOX SPARE SQUARE SQUARE FEET SQUARE INCH(ES) SHORT RADIUS, SUPPLY REGISTER SANITARY SEWER, SELECTOR SWITCH SANITARY SEWER FORCEMAIN SANITARY SEWER MANHOLE SERVICE SINK STAINLESS STEEL STATION STABILIZER STANDARDS(S) STIFFENER STIRRUPS STEEL STEEL PIPE STRUCTURE COORDINATE STRUCTURAL SLUICE GATE PIPE SUPPORT, SUPPORT SERVICE VALVE, SHUTOFF VALVE, SOLENOID VALVE SANITARY WASTE SEAL WATER SYMMETRICAL SYNTHETIC TANGENT LENGTH, THERMOSTAT, TIMER TOP AND BOTTOM THREADED ANCHOR STUD TEMPORARY BENCHMARK TOP OF CURB TEMPERATURE CONTROL VALVE TOTAL DYNAMIC HEAD TIME DELAY RELAY, TOWEL DISPENSER/RECEPTACLE TELEPHONE TEST HOLE THICKENER, THICKNESS, THICK THICKENED SLUDGE TELESCOPING VALVE TELEPHONE MANHOLE TEMPERATURE TANK TOP OF TOP OF CONCRETE TOP OF GRATING TOP OF MASONRY TOP OF STEEL TOP OF WALL TELEPHONE POLE TRIAD (THREE CONDUCTOR SHIELDED CABLE), TIMING RELAY TREAD TELEPHONE SERVICE BOX THERMOSTAT TELEPHONE TERMINAL BOARD TURBINE TURNING VANES THREE-WAY VALVE TYPICAL UNDERCUT UNDERGROUND ULTRA HIGH MOLECULAR WEIGHT POLYETHYLENE ULTRA HIGH MOLECULAR WEIGHT UNLESS NOTED OTHERWISE UTILITY SINK, UPSTREAM UPSTREAM CATCH BASIN UPSTREAM INVERT 12 VALVE VARIES VALVE BOX VITRIFIED CLAY PIPE VINYL ESTER COATING VERTICAL VOLUMETRIC FEEDER VACUUM GAUGE, VALLEY GUTTER VOLUME VACUUM REGULATING VALVE VENT THROUGH ROOF WEST, WIDTH, WATER WITH WITHOUT WALL CLEANOUT WALL EXHAUST FAN WALL FITTING, WASH FOUNTAIN WATER HEATER WEIGHT INDICATOR WALL LOUVER, WATER LEVEL WATER METER WASTE OIL DRAIN WEATHERPROOF,WATERPROOF WORKING POINT WEIR GATE WATER SOFTENER WATER SURFACE WATERSTOP WALK THROUGH, WEIGHT WATER WATER CONTROL VALVE WASTEWATER WELDED WIRE FABRIC WASTEWATER TREATMENT FACILITY WASTEWATER TREATMENT PLANT WYE YARD CLEANOUT YARD HYDRANT LAKEHAVEN WATER & SEWER DISTRICT SANITARY SEWER PUMP STATION 33B GENERAL ABBREVIATIONS 10 13 RECEIVED JUL 022019 CITY OF FEDERAL WY COMMUNITY DEVELOPMENT /ERIFY SCALES JOB NO. 10581 A. 10 BAR IS ONE INCH ON DRAWING NO. ORIGINAL DRAWING 0 1 it G04 IF NOT ONE INCH ON SHEET NO. THIS SHEET, ADJUST SCALES ACCORDINGLY 4 OF 74 13 0 191 CI DI EI 91 GI PROJECT NO. 10581A10 FILE NAME: 10581A1000G04.dgn e 1 2 3 7T 4 5 6 GENERAL NOTES LINE WORK 1. FOLLOWING NOTES ARE GENERAL AND APPLY TO ALL SHEETS OF THESE CONTRACT DOCUMENTS AS IF NEW EXISTING THEY WERE WRITTEN IN THEIR ENTIRETY ON EACH SHEET. CONSTRUCTION 2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS BEFORE STARTING WORK AND SHALL IMMEDIATELY NOTIFY FENCE X THE ENGINEER OF ANY DISCREPANCIES. CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFYING ALL GUARDRAIL EXISTING CONDITIONS INCLUDING LOCATION AND DIMENSIONS OF ALL EXISTING CONSTRUCTION AND Di POTHOLING ALL EXISTING UTILITIES CROSSING THE ALIGNMENT. CONTRACTOR SHALL NOTIFY ENGINEER IF FUTURE CONSTRUCTION -- .. .. — . • • A THERE IS A CONFLICT BETWEEN THE CONTRACT DOCUMENTS AND EXISTING CONSTRUCTION BEFORE CENTER LINE — — — — PROCEEDING WITH WORK. BE HIDDEN LINE----------------------- 7 1 8 9 DETAIL REFERENCES /-VIEW PLANITITLE 3. UNLESS DETAILED, SPECIFIED, OR OTHERWISE INDICATED ON THE DRAWINGS, CONSTRUCTION SHALL REMOVE AND/OR ABANDON ( SECTION CUT 1 AS INDICATED IN THE APPLICABLE TYPICAL DETAILS AND GENERAL NOTES. TYPICAL DETAILS SHALL APPLY EVEN THOUGH NOT REFERENCED AT SPECIFIC LOCATIONS ON DRAWINGS. i 4. WHERE NO CONSTRUCTION DETAILS ARE SHOWN OR NOTED FOR ANY PART OF WORK. DETAILS SHALL BE SANITARY SEWER - > IN THE SAME AS FOR OTHER SIMILAR WORK. SILT FENCE - 5. CONTRACTOR SHALL COMPLY WITH LOCAL CONSTRUCTION STORM WATER DISCHARGE REGULATIONS STORM DRAIN _ AND REQUIREMENTS. 6. PRIOR TO EXCAVATION FOR NEW STRUCTURES, ELECTRICAL CONDUIT, FABRICATION OF NEW PIPING WATER AND/OR OTHER PROPOSED UTILITIES, CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL EXISTING PIPING AND UTILITIES IN THE CONSTRUCTION AREA. THE CONTRACTOR EASEMENT LINE SHALL TEMPORARILY RELOCATE CONFLICTING EXISTING UTILITIES AT TIE-IN/CONNECTION LOCATIONS AND REINSTALL THEM AS REQUIRED TO ELIMINATE THE CONFLICT AT NO ADDITIONAL COST TO THE PROPERTY LINE B OWNER. 7. ALL PIPELINES 12" AND LARGER SHALL HAVE A MINIMUM COVER OF 36" UNLESS THE COVER DEPTH IS NATURAL GAS SPECIFICALLY INDICATED ON THE DRAWINGS. PIPE SMALLER THAN 12" SHALL HAVE A MINIMUM COVER SHORING LINE OF 30" UNLESS NOTED OTHERWISE. PIPES SHALL BE ROUTED AS SHOWN UNLESS MINOR REVISIONS ARE NECESSARY TO MISS EXISTING PIPES, STRUCTURES, ETC. CONTRACTOR SHALL BE RESPONSIBLE FOR FURNISHING ALL FITTINGS AND ADAPTERS REQUIRED TO MAKE THE ROUTING CHANGES AT NO CONTOUR ELEVATION o ADDITIONAL COST TO THE OWNER. CONTRACTOR SHALL INCLUDE COST FOR THIS IN THE BID. 8. EXISTING FACILITY AND UTILITY INFORMATION SHOWN ON THE DRAWINGS WAS OBTAINED FROM OVERHEAD ELECTRICAL LINE AVAILABLE RECORDS OR ELECTRONIC FILES. NEITHER THE OWNER NOR ENGINEER ASSUMES ANY RESPONSIBILITY FOR FACILITIES AND UTILITIES NOT SHOWN OR NOT IN THE LOCATION SHOWN. THE CONTRACTOR SHALL FIELD VERIFY ALL LOCATIONS, SIZES, MATERIAL TYPES, AND ELEVATIONS SHOWN AROUND OR NEAR AREAS OF NEW CONSTRUCTION PRIOR TO START OF CONSTRUCTION. 9. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONARY MEASURES NECESSARY TO PROTECT FROM DAMAGE EXISTING FACILITIES AND UTILITIES SHOWN AND NOT SHOWN THAT ARE TO REMAIN IN PLACE. ALL FACILITIES DAMAGED BY THE CONTRACTOR'S OPERATIONS SHALL BE EXPEDITIOUSLY REPAIRED C OR RECONSTRUCTED TO THE ORIGINAL OR BETTER CONDITION AT THE CONTRACTOR'S EXPENSE BRACKET WITHOUT ADDITIONAL COMPENSATION. 10. CONTRACTOR SHALL MAKE CONNECTIONS TO EXISTING PIPE, EQUIPMENT, ETC. AS REQUIRED AND SHALL PROVIDE ALL FITTINGS, ADAPTERS, AND APPURTENANCES REQUIRED TO MAKE THE CONNECTIONS. PROVIDE ALL SUPPORTS REQUIRED FOR A RIGIDLY SUPPORTED COMPLETE AND WORKING SYSTEM. BREAK LINE —�- 11. ADJUST ALL VALVE BOXES, VAULTS, PULL BOXES, MANHOLES AND SIMILAR FEATURES TO FINISHED GRADE UNLESS OTHERWISE SHOWN OR DIRECTED IN OPEN FIELDS. MANHOLES IN OPEN FIELDS SHALL BE SET PIPE BREAK TWELVE INCHES ABOVE FINISHED GRADE AND VAULTS SHALL BE SIX INCHES ABOVE FINISHED GRADE. PLAN VIEW 12. CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT TWO WORKING DAYS PRIOR TO ANY GROUND DISTURBING ACTIVITIES. PHONE NUMBER: 1-800-227-2600. PIPE BREAK CROSS SECTION 13. CONTRACTOR SHALL VERIFY THAT PIPING SHOWN TO BE ABANDONED OR AS ABANDONED PREVIOUSLY IS NO LONGER IN SERVICE. LINES IN SERVICE SHALL BE MAINTAINED UNTIL NO LONGER REQUIRED BY SS SS SF SF SF SD SD W W NG NG IVVVVVVVVVVVVVVVVVVVVvvvvvvvm 70 OHE OHE SYMBOLS PIPE CONTINUATION (SINGLE LINE) KEY NOTE REVISION DELTA EXISTING ELEVATION ELEVATION 14. ALL EXISTING PIPES THAT ARE TO BE ABANDONED IN PLACE OR REMOVED MAY NOT BE SHOWN. SCALE 0 50' 100' 200' -_ WHERE PIPING IS TO BE ABANDONED AND MUST REMAIN IN SERVICE UNTIL COMPLETION OF OTHER PHASES OF WORK, AND IT CONFLICTS WITH NEW PIPING, TEMPORARILY RELOCATE PIPING AS REQUIRED 30o TO MAINTAIN SERVICE. 0 15. CONTRACTOR SHALL REROUTE THE EXISTING PIPING IF REQUIRED TO MISS THE PROPOSED STRUCTURES. _ i THE EXISTING PIPE SHALL REMAIN IN SERVICE UNTIL NEW PIPING IS READY TO BE PLACED INTO SERVICE. 0 DOWNTIME SHALL BE A MAXIMUM OF 2 HOURS, UNLESS SPECIFIED OR SHOWN OTHERWISE. Z rii 16. THE CONTRACTOR SHALL TAKE SPECIAL PRECAUTIONS IN THE VICINITY OF ANY OVERHEAD ELECTRIC NORTH ARROW/PLANT NORTH M LINES. CONTRACTOR SHALL ABIDE BY THE NATIONAL ELECTRIC CODE AND ANY REQUIREMENT BY THE >i OWNER OF THE ELECTRIC LINES. ii 17. PROVIDE ALL SHEETING/SHORING REQUIRED TO INSTALL NEW FACILITIES AND PROTECT EXISTING z a STRUCTURES, PIPES AND FACILITIES. Q n j CL E 18. CONTRACTOR SHALL VERIFY LOCATION OF ALL ARCHITECTURAL, MECHANICAL, AND ELECTRICAL ITEMS 2 BEFORE PLACING ANY STRUCTURAL STEEL OR CONCRETE. ALSO, STRUCTURAL DIMENSIONS AND J OPENINGS CONTROLLED BY ARCHITECTURAL, MECHANICAL, OR ELECTRICAL EQUIPMENT SHA-L BE EQUIPMENT/DEVICE �-XX- � VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. TAG AND NUMBER a EQUIPMENT ✓� 19. MECHANICAL AND ELECTRICAL EQUIPMENT SUPPORTS, ANCHORAGES, OPENINGS, RECESSES,AND EX -EQUIP =EXISTING EQUIPMENT o� REVEALS NOT SHOWN ON THE STRUCTURAL DRAWINGS, THAT ARE REQUIRED BY OTHER CONTRACT o DRAWINGS, SHALL BE PROVIDED PRIOR TO CASTING CONCRETE. PIPE TAG -XXX" #### -a 20. EXCAVATION SHORING IS REQUIRED FOR ALL PIPELINE INSTALLED WITHIN CITY STREETS. CONTRACTOR SIZE FLOW STREAM t SHALL DESIGN THE SHORING SYSTEM AND SUBMIT FOR ENGINEER'S REVIEW. REFER TO SPECIFICATION EX -SIZE FLOW STREAM = EXISTING SECTION 02260 FOR DESIGN REQUIREMENTS. CIO N FLOW STREAM IDENTIFIERS Call before you Dag c0 L Avoid cutting underground o CD CONDENSATE DRAIN utility lines. It's costly. U F D DRAIN Call NGINE EXHAUST EE E FA FOUL AIR FOR FUEL OIL RETURN UNDERGROUND/ O -� FOS FUEL OIL SUPPLY OVERHEAD m NPW NON -POTABLE WATER WARNING 0 o RL REFRIGERANT LINES (STATE/REGION SPECIFIC) 2 SA SUPPLY AIR SD STORM DRAIN e� SPD SUMP PUMP DISCHARGE SS SANITARY SEWER (GRAVITY AND PRESSURE) OR V VENT 1-800-227-2600 VTR VENT TO ROOF PW POTABLE WATER PERMIT REVIEW UCJ1l�IVGI TJ W �S /j j T oTyler James Whitehouse Contact Info: Carollo Engi eers, Inc. Contact Info: Date 2019 0529P12 0 0 "__ SUBMITTAL washFyO � NOT FOR CONSTRUCTION DRAWN DE ��oF o C �- — Z (/) m CHECKED BJE p 49545 �'oT �Fci8TER�o NAL ENG\ DATE MAY 201E DESCRIPTION 2 3 4 5 1 34 A T.O.W. XXXX.X± (EXIST) TOC XXXX.XX Avoid overhead power line contact. It's costly. !!r�Call before you OVERHEAD A PLAN TITLE FILE: FILE PLAN NOT REFERENCED C VIEW - = SHOWN ON SAME DRAWING ##X## = SEE INDICATED DRAWING ALPHA = SECTION NUMERIC = DETAIL SECTION OR DETAIL C/ SECTION/DETAIL TITLE TITLE W/ REFERENCE ##X## SCALE: FILE: DRAWING CUT ORIGINATION DETAIL CALL -OUT 0 (ENLARGED) 10 11 12 13 HATCH PATTERNS ABC BRONZE, BRASS, �� i� �� LANDSCAPING OR COPPER A ALUMINUM CAST IRON OR RUBBER ++++++++++ FIBERGLASS + + + + + + + + + + BRICK OR BLOCK GRATING TREAD PLATE 14 PIPING SYMBOLS DOUBLE LINE SINGLE LINE DESCRIPTION DOUBLE LINE SINGLE LINE DESCRIPTION WELDED JOINT ® ^' ELBOW UP VIEW 1 GROOVED END JOINTCl= C I ELBOW DOWN ##X## C AREA DESIGNATOR -SEE INDICATED FLANGED JOINT (WHEN APPLICABLE) DRAWING E=17 ELBOW, 90 DEGREE DISCIPLINE DESIGNATOR DISMANTLING JOINT DRAWING REFERENCE ##X## CONSECUTIVE MECHANICAL JOINT ELBOW, 45 DEGREE SHEET NUMBER -�— FLEXIBLE COUPLING ELBOW, 22.5 DEGREE TYPICAL DETAIL # Et TYPICAL DETAIL ? PHOTO LOCATION # ARROW INDICATES O --F0 TEE UP ELBOW, 11.25 DEGREE REFERENCE TYP _ POINT OF VIEW LIM_ —H— TEE DOWN %� —�-L LATERAL D EXTERIOR ELEVATIONT— LATERAL UP VIEWS X## GRID BUBBLE A 1 E:3"" ---- GATE VALVE --O ---� LATERAL DOWN --I I-- BUTTERFLY VALVE ---�--- CONCENTRIC REDUCER TYPICAL DETAIL NUMBER BALL VALVE LINE 3 TYPICAL DETAIL TITLE ECCENTRIC REDUCER (FOT. FOB) Y �—o� PLUG VALVE LINE TYP LINE 2 CROSS MECHANICAL JOINT MOD SHT # OF # VER DATE PLUG VALVE �'�MODIFICATION NOTE SHEETS IN -DATE CREATED SWING CHECK VALVE S = STANDARD DETAIL (REVISED) TEE —�� E J = JOB SPECIFIC — R = REVISED N = NOTE TO TYPICAL DETAIL USER MISCELLANEOUS GATE MATCH LINE TREE FIBER OPTIC MANHOLE GECI-ECHNICAL BORING (B) WITP IDENTIFICATION NUMBER C AI* PWOU 110% MATCH LINE SEE DWG ##X## 0 El B25 Lakehaven WATER & SEWERITISTRICT Providing water and sewer service to communities in South King Court}. MECHANICAL SYMBOLS y DRAIN OM ELECTRD MOTOR ® EQUIPMINT DRAIN FIRE HYIRANT ® FLOOR [RAIN GAUGE:'RESSURE LAKEHAVEJ WATER & SEWER DISTRICT SANITARYSEWER PUMP STATION 33B GENERAL GENERAL NO -ES, LEGENDS, AND SYMBOLS 10 1, 11 12 ■191 RECEIVED JUL 022019 CITY OF FEDERAL WAY COMMUNITY DEVELOPMENT ✓ERIFY SCALES JOB NO. 10581A.10 BAR IS ONE INCH ON ORIGINAL DRAWING DRAWING NO. o �� G03 IF NOT ONE INCH ON SHEET NO. THIS SHEET, ADJUST SCALES ACCORDINGLY 3 OF 74 13 GI PROJECT NO. 10581A10 FILE NAME: 10581A1000G03.dgn 1 2 3 4 5 6 7 8 9 10 11 12 13 ■: 0 [G W� J 7-5 L Holly Eldon Hanl:na Hamma Tahuya Union Silverdale - Carnation Seabeck _ LJ Bainbridge Island Sammamish Erlands Seattle Bellevue Hite Center Point-K!tsap Lake Crosby L Bremerton - Fall City Tokul Port orchard ldewcastie Issaquah Snoqualmie j bo East Renton Renton Highlands SeaTac Vashon Island Hobart Des Moines PROJECT l"3C1 Allyn-Grapeview Walkers Landing (3 Graham Point Harstine Island Agate "t Canyon Beach Boston Harbor <amlche Graveily Beach lj%- Purdv LOCATION Selleck gton Kangley Ravensdale Gig Harbor Lake �9orton•Ber ydate Black Auburn Diamond Artc.,da1e Ruston Cumberland Lakebny Tacoma w University Fife Place CE,Jy t 'l McNeil Island Sumner Enumclaw Puyallup Lakewood Bonney Lake Anderson � Buckley Island _- °� sto Prairie Ridge South Hill DuPont _ Spanaway Doing VICINITY MAP CITY OF FEDERAL WAY LAND USE PERMIT SITE PLAN 2 3 J 5 6 ] 18 9 10 LOCATION MAP APPROVED PLANNING.. City of Federal Way Dept. of Community Development Permit # I1.' 123181`00 L-�E By a Date 1 1 121 t__i__--W MEN ■: ■©I ■u ■F41 IFI RECEIVED Digitally signed by Tyler James Whitehouse 2� 1� Contact Into Carollo Engmeers, Ina Date: 2019„05;29 13yP:4o OTQO'^'yy '� CITY OF FEDERAL WAY COMMUNITY DEVELOPMENT des Wy�T JOB NO. �P OF WAS F10581 A.10 G 0 DRAWING NO. m G01 q 49545 �0, RFGISTER��G\�� SHEET NO. S`SIONAL EN 1 OF 74 13 PROJECT NO. 10581A10 FILE NAME: 10581A1000G01.dgn 1 2 3 4 5 6 7 8 9 10 11 12 13 a 0 N M rn oA q Q N N �. m 0 0 B B Zzz U Cn m C C D p ai U O LU c a� Q °r) 0 rn 0 >i c a� a I �I o E E M U U rn c m U N MCD c� L 0 " F F 0 ca J a� 0 N �G m 0 w THIS SHEET, ADJUST 1 2 3 4 5 6 7 8 9 10 11 12 13 PIPE PLACEMENT ON PIPE PLACEMENT IN CLEANOUT PROPOSED SITE EXISTING ROADWAY EXISTING EDGE CLEANOUT THRUST BLOCK OF PAVEMENT � BEGINING OF SCHEMATIC PLAN SCHEMATIC PLAN FLG OD + 4" WITH 12" MINIMUM SHOULDER BLIND FLANGE (TYP) CI FRAME AND COVER, i FULL PAVEMENT MARKED "SEWER" ASPHALTIC CONCRETE POROUS ASPHALT REPLACEMENT PER FLANGE JOINTS (TYP) TAPPED FLG LABELED PAVEMENT (POROUS PER DETAIL 4/C06. DETAIL 7/C06. SEE WHERE INDICATED ON SEE NOTE 4 NOTES 2 AND 3 MECHANICAL OR DRAWINGS SIZE AND PROCESSDRAWINGS)) PUSH -ON JOINTS 1/2" (TYP) O 0 p° p O O p° THRUST � • • • • 0 p p o O p O Q BLOCK TYPE I TYPE 2 ° � ° p° O � O WALL O O j��j��j�\\ p �' � SOIL, WASTE OR CONDUCTOR � \\j\\ �� EXTENSION EXISTING SUBGRADE UNDISTURBED SOIL THRUST BLOCK CLEANOUT CLEANOUT 12, 2 -#4 HOOP BARS CLEANOUT CP BRASS ACCESS PLATE � PROPOSED SITE BACKFILL PER SCHEMATIC PLAN SCHEMATIC PLAN ABC PER PAVING SECTION CI TEE VANDAL � SPECIFICATIONS FINISHED FLOOR BACKFILL MATERIAL ° TERMINATION IN PAVEMENT TRENCH WIDTH AS SPECIFIED ALL TYPES FOR 4��Q� TO 12��Q� 12" MIN AS SPECIFIED SHORING. SEE NOTE 1. e. (LABELED "WCO" ON FLOOR PLANS) BEDDING MATERIAL BLOCKY TYPE 3 TYPE 4 boo / AS SPECIFIED FINE GRADING MATERIAL AS SPECIFIED IRON BODY FERRULE WITH BRASS CTSK HEAD SCREW FINISH FLOOR NOTES: P102 NOTES: FINE GRADING THICKNESS PLUG. MOUNT FLUSH WITH 1. ALL THRUST BLOCKS SHALL BE PLACED PER TYP AS SPECIFIED 1. SEE SPECIFICATIONS FOR SHORING REQUIREMENTS. FLOOR. 2. CONCRETE RING SHALL BE PLACED AFTER PAVEMENT PLACEMENT. 2. CONTRACTOR SHALL MATCH EXISTING GRADE OR FINISH LONG RADIUS ELBOW 3. ALL FLANGES CAST IN CONCRETE SHALL BE TAPPED TO ALLOW THE INSTALLATION OF BLIND GRADE AS INDICATED ON THE DRAWINGS AND SPECIFICATIONS FLANGES WITH BOLTS. 3. REFERENCE DWG CO2 FOR PAVEMENT REPLACEMENT ON S 359111 ST VARIES 4. CLEANOUT PIPE SHALL BE SAME SIZE A� LINE PIPE. 4. REFERENCE DWG C04 FOR PAVEMENT INSTALLATION ON LS33B ��ITE. 5. FOR CLEANOUTS IN YARD AREA, PLACE 12" SQUARE BY 4" THICK CONCRETE PAD. TYPE 5 P002 PIPE INSTALLATION AND PAVEMENT REPLACEMENT P004 CLEANOUTS P004 CLEANOUTS P005 FLUSH WALL CLEANOUT TYP TYP TYP TYP N 09/06/13 S SHEET 1 OF 2 07/31/08 S 2 OF 2 07/31/08 J 06/02/15 6" MINIMUM (TYP) "X" + 4" MIN "X � 6 COVER PLAN ASPHALTIC CONCRETE C.O. FERRULE TYP FINISH GRADE IN SERVICE STAMPED PAVEMENT (POROUS WHERE & PLUG UNPAVED AREAS ON LID INDICATED ON THE DRAWINGS) GRADE "A" a ° ° 5 1/4" DIA. SLIP TYPE CI CLASS CONCRETE. VALVE BOX. SUPPORT BOX I 6" THICK x 3'-4" DIA. ON BRICKS. BOX SHALL NOT 6" THICK CONC. REST ON VALVE BODY. 1/4" THICK STL TRASH RING. RING BLOCK VALVE STEM EXTENSIONDIA = VALVE BOX ID MINUS 1/8" BRICKS ALL AROUND REFER TO PLANS ' FOR SIZE VALVE ENDS FOR TYPE OF PIPE INSTALLED TWO-WAY FITTING — ---� - - -- z _ I. �. ABC FLOW CLASS "C" CONCRETE VALVE SUPPORT. SUPPORT OPERATOR /� AS WELL FOR HORIZONTALLY INSTALLED PLUG VALVES. NOTES: SECTION UNDISTURBED SOIL 1. ALL BURIED VALVES SHALL BE PROVIDED WITH EXTENSION STEM OPERATION WITH 2" SQUARE AWWA NUT WITHIN 36" OF VALVE BOX COVER. NUT IS TO INDICATE DIRECTION OF ROTATION TO OPEN VALVE. 2. COAT BURIED PIPE AND VALVE BOX AS SPECIFIED. 3. CLEAN VALVE BOX OF ALL DEBRIS AND SOIL. RESUBMITTE® 4. VALVE TYPE AS INDICATED ON THE DRAWINGS. 5. FOR BURIED PLUG VALVES, PROVIDE RESTRAINED MJ ENDS AND BURIED WORM GEAR NOV 12 2019 OPERATOR WITH NUT. INSTALL WITH HORIZONTAL SHAFT CLOSING DOWNWARD. crn'o��DE`�"`"AY P006 DOUBLE CLEANOUT P022 VALVE BOX INSTALLATION CaMAIUNITY DEVELOwMEM' TYP TYP NS 02/20/14 S 08/01 /05 PERMIT REVIEW DESIGNED ES �/�/ DigiFallysignedbyTylerJamesWhi[ehouse Contact Info: Carollo Enginee LAKEHAVEN WATER &SEWER DISTRICT VERIFY SCALES JOB NO. PROJECT NO. 10581A10 FILENAME: 10581A10 TP01.dgn 1 2 3 4 5 1 6 7 8 9 10 11 12 13 d ch N 0 N <M rn N A >- Q A N ai m 0 0 a B B v CID C C D D T r ai m U PAINT 0 d c a� n LO 0 rn 0 >I c m �I CD i of E E t0 U n U c m 0 U NCn ai m L 0 " F F 0 0 a m 0 OF G G 0 m -z @ o w Q55635 m m J 1 2 3 4 5 6 7 8 9 10 11 12 13 2"x2" 14 GA WIRE OR EQUIVALENT, IF STANDARD STRENGTH FABRIC USED FENCE POST FILTER FABRIC U JOINTS IN FILTER FABRIC z Q COm SHALL BE SPLICED AT WIRE MESH � � 11 POSTS, MIN 6" OVERLAP. o o w USE MIN 1" STAPLES, WIRE N M � RINGS OR EQUIVALENT TO � ATTACH TO POSTS. �,.� z Mo � 3" - 5" (75-125mm} 6" MAX W/ GREATER THAN z_ MIN 12"x12" TRENCH. � BACKFILL W/ NATIVE o `Y' STANDARD STRENGTH FABRIC SOIL OR %4" TO 1 %Z'Q� WASHED GRAVEL \ \\\ \ 8" MAX IF WIRE BACKING USED 8" - 10" DIA 1/4" RADIUS 2'-0" (200-250mm) TOOLED EDGE AC PAVING 3 - � 1" SEE DRAWINGS D 0 � O O O FILTER FABRIC FENCE NOTES: FOR PAVEMENT a oOooO C SECTION O O 0 _luau C A. THE FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL E. WHEN EXTRA -STRENGTH FILTER FABRIC AND CLOSER POST CUT TO THE LENGTH OF THE BARRIER TO AVOID USE OF JOINTS. SPACING ARE USED, THE WIRE MESH SUPPORT FENCE MAY BE U ELIMINATED. IN SUCH A CASE, THE FILTER FABRIC IS STAPLED OR \/ " 6" MIN ABC #4 @ 12 � B. THE FILTER FABRIC FENCE SHALL BE INSTALLED TO FOLLOW THE WIRED DIRECTLY TO THE POSTS WITH ALL OTHER PROVISIONS OF �� UNDER GUTTER CONTOURS WHERE FEASIBLE. WHEN JOINTS ARE NECESSARY, THE STANDARD NOTES APPLYING. 1 x 1 STAKE FILTER CLOTH SHALL BE SPLICED TOGETHER ONLY AT A SUPPORT � (25 x 25MM) POST, BOTH ENDS SECURELY FASTENED TO THE POST A MAXIMUM F. FILTER FABRIC FENCES SHALL BE REMOVED WHEN OF 6 FEET APART AND DRIVEN SECURELY INTO THE GROUND. CONSTRUCTION ACTIVITY IS COMPLETE AND THE UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED. C. WHEN STANDARD STRENGTH FILTER FABRIC IS USED, A WIRE NOTES: MESH SUPPORT FENCE SHALL BE FASTENED SECURELY TO THE G. FILTER FENCES SHALL BE INSPECTED DAILY AND IMMEDIATELY UPSLOPE SIDE OF THE POSTS. AFTER EACH RAINFALL. DURING PROLONGED RAINFALL ANY 1. PROVIDE 3/4" EXPANSION JOINTS AT ENDS OF CONCRETE PLACEMENT, AT POINTS OF REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. CURVATURE, AT INTERSECTIONS, AND AT MAXIMUM SPACING OF 30 FEET. EXPANSION JOINTS SHALL BE 3/4" WIDE WITH 1/4" RADIUS CONCRETE EDGES AT BOTH SIDES OF JOINT. D. THE STANDARD STRENGTH FILTER FABRIC SHALL BE STAPLED OR NOTE: USE BITUMINOUS FIBER EXPANSION JOINT MATERIAL. WIRED TO THE FENCE. FILTER FABRIC SHALL NOT BE STAPLED TO 1. STRAW ROLL INSTALLATION REQUIRES THE PLACEMENT AND SECURE STAKING OF THE 2. DO NOT PASS REINFORCING BARS THROUGH EXPANSION JOINTS. EXISTING TREES. ROLL IN TRENCH, 3" - 5" (75-125mm) DEEP, DUG ON CONTOUR RUNOFF MUST NOT BE ALLOWED TO RUN UNDER OR AROUND ROLL. 3. PROVIDE WEAKENED PLANE JOINTS AT 10 FEET OC MAXIMUM. AT FRONT, TOP AND BACK FACES, PROVIDE 1/2" RADIUSED EDGE EACH SIDE AT JOINTS. C104 CROSS GUTTER AND VALLEY BUTTER C105 FILTER FABRIC FENCE TYP STRAW WATTLE C;9J TYP T J 07/25/13 J 10/11 /18 10/11 /18 WELD ON CAP I I I I I i I _ II I I I I CONCRETE PAVEMENT 4"0 GALV SCH 40 STEEL POST. YELLOW PER \S�\NG�OPO g'� ANSI Z535.ETY 1/2" BITUMINOUS FIBER EXP JOINT 2" 5" 2" ; I i � MATERIAL ALL � AROUND (UNLESS 0 0 0 o FINISHED GRADE I I OTHERWISE INDICATED OR AC PAVEMENT. ; i ON THE DRAWINGS) SEE DRAWINGS. I I I 0 0 0 0 0 � I I AT CONIC B 0 0 0 0 0 o Q � VARIES PAVEMENT- NECESSARY TO PREVENT PONDING � FILTER FABRIC FENCE d \ BOND EXTRUDED CURB 4" - 8" QUARRY TO ASPHALT PAVEMENT WITH EPDXY CEMENT SPACES 5"0 SCHEDULE 80 v 4 PVC PIPE SLEEVE pll II II II GEOTEXTILE 0 0 0 0 � II II IL JI CLASS "C" CONCRETE NOTES: `D 0 0 0 0 1. STOCKPILE SHALL BE COVERED WITH VISQUEEN PLASTIC (MIN. 6 MIL) IF � IT IS TO REMAIN UNWORKED FOR MORE THAN 12 HOURS DURING THE B CONCRETE PAVEMENT WET SEASON (OCT. 1 - APRIL 30) AND FOR MORE THAN 7 DAYS DURING THE DRY SEASON (MAY 1 - SEPT. 30). 1'-3"!� 12" MIN THICKNESS 2. DURING THE WET SEASON, MATERIAL REQUIRED TO PROVIDE FULL WIDTH COVER STOCKPILE MUST BE STORED ON SITE. OF INGRESS/EGRESS AREA 3. STOCKPILE SHALL NOT BE PLACED IN AN AREA WITH A SLOPE GREATER A AC PAVEMENT OR THAN 2o�io. - FINISHED GRADE RESUBMITTED NOTE: 4. STOCKPILE AREA SHALL HAVE FILTER FABRIC FENCE INSTALLED 1. DRIVEWAY SHALL MEET THE REQUIREMENTS OF THE PERMITTING AGENCY. AROUND ENTIRE AREA. AN OPENING ACCESS SHALL BE LOCATED ON � THE UPHILL SIDE, AND SHOULD BE CLOSED WITH FILTER FABRIC FENCE NOV 12 2019 2. CROWN ENTRANCE SO THAT RUNOFF DRAINS OFF THE PAD. WHEN NOT IN USE. _ C�MMUNI7YEDEY OPMEh? C107 STABALIZED CONSTRUCTION ENTRANCE � C108 STOCKPILING DETAIL C141 EXTRUDED CURB C161 REMOVABLE GUARD POST TYP i TYP TYP TYP J 10/11/18 J 10/11/18 J 10/11/18 N 01/13/14 PERMIT R SUBMITTAL NOT FOR CONSTRUCTION DESIGNED BAs N A. s�, �0F WAsy� � .o Digitally signed byBnanA.Sliger Contact info: Damllo Engineers. Inc. Date 2019.05.28135737-07'00' . akehaven '-- WATER + SEWER DISTRICT LAKEHAVEN WATER &SEWER DISTRICT VERIFY SCALES BAR IS ONE INCH ON ORIGINAL DRAWING 0 1° JOB NO. 10581 A.10 DRAWN RCP SANITARY SEWER PUMP STATION 33B DRAWING NO. TC01 CHECKED CIVIL BJE RFGISTERE� P��JVi(�ITiC� �r'�tr~"f ;�fttj S�Vv�E`f a�fV'!i£".� CIVIL TYPICAL DETAILS — � IF NOT ONE INCH ON SHEET NO. DATE MAY 2019 ��`SS/pNAL CU �:t}tTltllU€�lil�'S il'� i}Ui�`t K4fia� CUtal THIS SHEET, ADJUST SCALES ACCORDINGLY g OF 74 REV DATE BY DESCRIPTION PROJECT NO. 10581A10 FILE NAME: 10581A10_TC01.dgn i r r �A cU 0 a- ■ ON 2 E 2 J a U 4 C P N a^� J Q V N c� ai a ICU 0 0 JF9 I I 1 2 3 4 i--PROPOSED 48" PVC SS z N FILL TRENCH TO 48" PVC SS INVERT CONTROLLED LOW STRENGTH MATERIAL UNDISTURBED EARTH (CLSM) PER SPECIFICATIONS EX 60" CMP NOTES: CULVERT 1. THE CLSM BLANKET SHALL EXTEND LONGITUDINALLY TO THE FIRST JOINT BEYOND THE PROPOSED PIPE'S TRENCH EXCAVATION, TO A MAXIMUM OF 4' BEYOND THE PROPOSED PIPE TRENCH EXCAVATION ON EITHER SIDE. 3 CLSM BLANKET FOR CO2 SCALE: NTS FILE: - ENCLOSURE "HOT BOX' MODEL 7.5 OR EQUAL 120V ELECTRICAL WRAPPED FOR HEAT TAPE INCL. DUPLEX RECEPTACLE) INSTALL HEAT TAPE FOR FREEZE PROTECTION. SEE ELECTRICAL. .— a NN. 44" MIN 't CONCRETE PAD PER I 4 A IUF AC s URER C,DNEOT TO WATER WEIER 6LEEVE IMMEDIA L'� (TYP.) At�JA'(1*E:N `!, TO RPSA, FLOW fP POLY ;YPE K COPP:-R, BRASS, OR APPROVED EQUAL SCALE: NTS FII F• - n REV DATE BY 1 is t UMONS DRAJN a r — S id VIEW) CEN TFP BA0<FLC1W PRE't.ENTFR Its EN1CLC-9.iRE �,- Mf N .I CABLE(S) IN RIGID CONDUIT PER ELECTRICAL POLY No NOTES: 1. THE ASSEMBLY MUST BE PROTECTED FROM FREEZING, OTHER SEVERE WEATHER, AND FROM ACCIDENTAL DAMAGE. 2. DRAIN SHALL BE SIZED IN ACCORDANCE WITH AWWA CROSS CONNECTION CONTROL MANUAL 6-8. 3. RPBA MUST BE ON WASHINGTON STATE DOH APPROVED LIST, MUST BE TESTED UPON INSTALLATION BY A WASHINGTON STATE CERTIFIED BACKFLOW ASSEMBLY TESTER, AND MUST BE TESTED ANNUALLY THEREAFTER. RPBA SHALL BE FEBCO MODEL 825Y OR EQUAL. 4. ENCLOSURE MUST BE PAD LOCKABLE. PERMIT REVIEW SUBMITTAL NOT FOR CONSTRUCTION DESCRIPTION 5 1 6 1 7 8 9 1 10 18" O.C. 2" 6" POROUS HOT MIX ASPHALT (PHMA) 2" CRUSHED SURFACING +2"GRADE CHOKER COURSE BOARD 04 18" PERMABLE BALLAST NOTCHES NOTES: FILTER FABRIC 1. THIS TRENCH SHALL BE CONSTRUCTED SO TO SEE NOTE 1 PREVENT POINT DISCHARGE AND/OR EROSION. SUBGRADE STRUCTURAL 2. TRENCH AND GRADE BOARD MUST BE LEVEL. FILL COMPACTED PER ALIGN TO FOLLOW CONTOURS OF SITE. SPECIFICATIONS) 3. SUPPORT POST SPACING AS REQUIRED BY SOIL CONDITIONS TO ENSURE GRADE BOARD REMAINS LEVEL. 1. FILTER FABRIC SHALL EXTEND VERTICALLY TO 1" BELOW FINISHED SURFACE AT ALL LIMITS OF PAVING. 2. SEE SECTION D/S02 FOR PLACEMENT OF GEOGRID REINFORCEMENT 3. SEE SECTION 32 12 43 FOR ADDITIONAL POROUS ASPHALT REQURRMENTS. POROUS ASPHALT PAVEMENT SECTION SCALE: NTS FILE: - 11 12 1 13 of-nff PIPF 1'-n-, NOTCHED BOARD 2" X z NOTCHES 18" O.C. GALVANIZED BOLTS 15% M o N 2" x 12" PRESSURE TREATED \/\ GRADE BOARD z FILTER FABRIC—/ 4" x 4" PRESSURE TREATED SUPPORT POST @ 6-0" O.C. MIN DISPERSION TRENCH HMA OR MATCH SCALE: NTS EXISTING THICKNESS, FILE: - WHICHEVER IS GREATER 2" CRUSHED SURFACING CHOKER COURSE 5" CSBC SUBGRADE PREPARED PER SPECIFICATIONS NOTES: 1. SEE SECTION 32 01 15 AND 32 12 15 FOR ADDITIONAL PAVING REQUIREMENTS. 2. SEE SECTION 31_05_15 FOR ADDITIONAL AGGREGATE AND COMPACTION REQUIREMENTS. S359TH (LOCAL STREET) ROADWAY REPLACEMENT SECTION - ) SCALE: NTS \ - FILE: - DESIGNED Digitally signed by Brian A. Sliger w� Contact Info: Carollo Engineers, Inc. BAS �\�\`� WAS4/1CF Date: 2019.05.30074732-07'00' DRAWN �o V R DE �� _ co I,� C z A#M R Lakehaven ryr�� CHECKED itCWATER & SEWERry TJW o 55635 'po �FGISTERC�O �Providing Water and sewer services DATE SSA �No tp Communities in oath King County. MAY 2019 °NAl 4 5 6 7 8 9 LAKEHAVEN WATER & SEWER DISTRICT SANITARY SEWER PUMP STATION 33B CIVIL DETAILS - 11 10 11 ■n Elm PLAN 1 FROM PIPE PIPE 1'-01, O.D. i 15% M C / CLEAN (<5% FINES) 1 1/2" - 3/4" WASHED ROCK Qom/ 0 0� //\ i� 8" PERFORATED SDR-26 PVC PIPE OO� LAID FLAT/LEVEL D A -A E F RECEIVED JUL 0 2 2019 CITY OF FEDERAL WAY COMMUNITY DEVELOPMENT VERIFY SCALES JOB NO. 10581A.10 G BAR IS ONE INCH ON DRAWING NO. ORIGINAL DRAWING o ii 1 ff C06 IF NOT ONE INCH ON SHEET NO. THIS SHEET, ADJUST SCALES ACCORDINGLY 27 OF 74 12 13 PROJECT NO. 10581A10 FILE NAME: 10581A1000C006.dgn 1 2 3 4 5 POST ROUN CORN i U N L a) Cn D IC 2" SQ ALUM UPRIGHT- LATCH °I E 0 Cu i 4" OD POST ') F r 0 cIO J V 0 n j REV DATE BY 1 SEE NOTE 1 ("I CHAIN LINK FENCE SEE NOTE 1 I I I I I I LI CABLE 2" x 4" ALUM BOTTOM RAIL ��SCALE: NTS FILE: 10581 A10000401 20'-0" WIDE OPENING FABRIC AREA (3) STRANDS OF BARBED WIRE EA CONSISTING OF 2 STRANDS LINE WIRE W/ 4 PT BARBS 2" SQ ALUM UPRIGHT CHAIN LINK FABRIC--\ TENSION ROD SLIDING VEHICULAR ACCESS GATE J SCALE: NTS FILE: 10581A10000401 SIGN PERMIT REVIEW DE BAS ED LPN A. S4 SUBMITTAL DRAWN �Q`�OF WASy��y F� NOT FOR CONSTRUCTION DE _ �z CHECKED �V TJW o 55635 DATE hoc RFGISTER�� DESCRIPTION MAY 2019 SS/GNAL ENG 2 3 4 2" SQ ALUM UPRIGHT ROUND END & CORNER POST (3) STRANDS OF BARBED WIRE EA CONSISTING OF 2 STRANDS LINE WIRE W/ 4 PT BARBS I TO BE 4 x POST WIDTH (TYP ALL POST). GATES SHALL HAVE PRIVACY SLATS SECTION 32_31_00. 31 00 FOR ADDITIONAL FENCING I I I z TAIL POST TOP (FABRIC NOT SHOWN IN TAIL) —2" SQ B/W 4" OD POST ARM TYP (TYP OF 3) - 2" SQ ALUM UPRIGHT GUIDE ROLLER ASS'Y I I NOTES: 1. FOOTING WIDTH TO BE 4 x POST WIDTH (TYP ALL POST). I I I 2. FABRIC AND BARBED WIRE NOT SHOWN ON TAIL FOR CLARITY I I 1 3. AUTOMATIC GATE OPERATOR NOT SHOWN FOR CLARITY. OPERATOR SHALL BE PROVIDED PER SECTION 32 31 00 - 4. ALL FENCING & GATES SHALL HAVE PRIVACY SLATS I INSTALLED PER SECTION 32 31 00. LJ 5. SEE SECTION 32 31 00 FOR ADDITIONAL FENCING REQIRMENTS. Digitally signed by Brian A. Sig., I I Contact Info: Carollo Engineers, Inc. Date: 2019, 05.28 14:00:38-07' 00' 6 1 7 CABLE TRUSS I I I I I I I I I I I I 1 I I I I I I I LJ :. LJ TRUCK ASS'Y (TYP OF 2) ALUM TRACK/RAIL 2" SQ ALUM UPRIGHT 4" NOMINAL CLEARANCE 9 10 11 12 13 C�ATF (II�AFN�I(�N ■K3 NMI / 2 \SWINGING PEDESTRIAN ACCESS GATE SCALE: NTS FILE:10581A10000401 14"x6" REDUCER (FLxFL) 6" FLANGE x CAMLOCK SPOOL AND 6" MALE END CAP 14" CROSS (FL) 14" SPOOL SE PLUMB LENGTH TO FIT — 14" 450 BENDS WITH CONC THRUST BLOCK SEE P102 (TYP) TYP 14" REDUCING COMPANION FLANGE TAPPED FOR 1" NPT WITH 1" SST BALL VALVE AND 1" PLUG 14'W" REDUCER COMPANION FLANGE WITH CAMLOCK SPOOL AND 4" MALE END CAP m"D VALVE BOX WITH "SEWER" IMPRINTED ON COVER 4 \BYPASS/PIG PORT SCALE: NTS FILE: 10581 A10000401 LAKEHAVEN WATER & SEWER DISTRICT SANITARY SEWER PUMP STATION 33B CIVIL DETAILS - I 10 11 14" PLUG VALVE WITH VALVE BOX SEE P022 (TYP) TYP 14" SS J RECEIVED JUL 0 2 2019 CITY OF FEDERAL WAY COMMUNn DEVELOPMENT VERIFY SCALES JOB NO. 10581A.10 BAR IS ONE INCH ON DRAWING NO. ORIGINAL DRAWING C05 IF NOT ONE INCH ON SHEET NO. THIS SHEET, ADJUST SCALES ACCORDINGLY 26 OF 74 12 13 ■©I ■©I �I PROJECT NO. 10581A10 FILE NAME: 10581A1000C005.dgn n LID N cM N oA N O z 0 ai w co 0 0 0- C C N cc U U) 0 CL LO C) 0 I O al U) 0 E m U a U U) C 2) N N 0 U ai N O an O 2 N NCG 1 I 2 1 3 'EWER MANHOLE 1 ' L: I K 5 I KUU I UKt l .0' JVV 1 IE 12" PVC NW, S = 163 1' (REV 11/20/09) / 3 1 4 5 I 6 i LEGEND EXISTING MONITORING WE EXISTING PILE EXISTING TREE / TO BE REMOVED TO BE ABANDONED 0 10, 20' 40' _ _ SEWER MANHOLE / CTR STRUCTURE 1.5' N IE 12" PVC N, S, SE=162.5' / / 14 f 1 BARV RED INC',A" CAP // // 4 # r p CL 3 CHNNUNK FENCE 3.5 HICH 12 / 13 6 13 ix 12 . x 12 `* f 4 i 12 1 r !J° < �( ; Q I 6 �- t AR 7 l'A Z I # 3 -.-v_ __.-_ -/f/ ._v- CL SEWER MANHOLEf3 CTR LID = 158.87' CTR STRUCTURE 1.5' NW 6 f ` IE 12" PVC N, S=147.3' PK NAIL NO kA,AtHER,1 t i r ! N= 55501.70 ; # _. i E-EV= i Y.J3 C\4 3 t: SEE DWG G05 & PLAN B - EXISTING PS 33A SITE PLAN (THIS SHEET) FOR CONTINUATION SCALE: 1" = 20'-0" FILE: PERMIT REVIEW SUBMITTAL } NOT FOR CONSTRUCTION m 0 w Q co 1 09/19/19 BAS CITY OF FEDERAL WAY: LAND USE PERMIT RESUBMITTAL Cn REV DATE BY DESCRIPTION 1 I 2 PROJECT NO. 10581A10 FILE NAME: 10581A1000D00'l.dgn O PLAN VI D t 5A (,3IV t I„) B A S A SZZ0 Digitally signed by Brian A. Sliger Contact Info: Carollo Engineers, Inc. Date: 2019.11.06 15:04:50-08'00' \Px1 �Q"�OF VVASAy,�C�� DRAWN DE c z CHECKED TJW qIlill, 55635 Q � G S`S/ONAL EN DATE MAY 2019 4 5 3 0 7 1 8 1 9 1 10 LL I I.j w ' ca bj > �( CL CHAT INK FENCE TRANSFORMER METER LOOP I L. \ BLDG I i a 2! 01 { I FILLER CAP VALVE B X ASPHALT PAVEMENT I I.I �\ - - - i ~.i < \ �.....-- 1 UNDERGft2OUND i I 10 DI W/BLIND FL { i DIESEL TANK I PIG UNCH t J '42 \ I ! I l U HOSE SIBB PUMP &TATION I WET WELL izss SSMH I d - - . -] r MAN}VY T.E. 141.88 I { I.E. 131.98 CENTER I _ 12" CONC CHANNEL i - (. FAO R ( \ t POST. VENT I ---- EXHAUSTER"_ ... _ PPED PIPE ------------1----- --- --- ------ TOP OF SLOPE --- SCALE: NTS FILE: GENERATOR ROOM CONTROL TELEPHONE SERVICE ELECTRICAL SERVICE - (ENTRY) CONNECTORS TO TRANSITION TO FORCE MAIN MAGNESIUM ANODE MATERIALS SPECIFIED 10" DIA. ANSI-R21.51 CL. 52 D.I.P. PLACE TO SOLID GROUND. 13550 C{ DISCHG GROUND LUGS FOR CATHODIC 10 PROTECTION MAGNESIUM ANODE-RRRRNGE PROVIDE TIE RODS RND FOR AMMETER SOCKET CLAMPS REDUIRED I CHECK. - -i TO SECURE JOINTS AT LOCATIONS SHOWN. SIZE RESTRAINT FOR 200 PSI - CLAMP TO PIPE OR STATION TOP BERMS - FLOW METER 2 FLUORESCENT LIGHTS'' TELEMETRY PANEL CONTROL PANEL DRY WELL HIGH WATER ALARM SWITCH BUBBLER CDMPRESSORS- LOCATE UNDER CONTROL PANEL. 2-1" DIA. ANCHOR BOLTS LOCRTE EA. SIDE OF BEAM W/ t 3/4"x4"x12" STRONGBACK OVERTOP OF BERM. TYP. ER. END OF SUPPORT BEAM . 12' M I� SURFACING R5 SHOWN ON SITE PLAN INSTALL 1-1/2" TEE OPEN AT TOP TO m PREVENT SIPHONING N WWF 6x6 - \� W1.4xW1.4 SEAL GROMMET AT ; I�\ TANK WALL -EXPRN. JOINT 0 SLOPE BUBBLER TUBE INSTALL 3/4" CPVC BUBBLER TUBE INSIDE 2" I.D. GRLV. STEEL PIPE CASING FULL LENGTH. SECURE TO STATION & 11 WET WELL AND SEAL WATER TIGHT. ENTRANCE TUBE I - ACCESS LADDER LIFTING EYE ABOVE ER PUMP B'-0" DIR. 11 NOTE: EXISTING PS33A SITE PLAN AND SECTION PROVIDED FOR REFERENCE ONLY. SEE DEMO PLAN AND PROCEDURES (THIS SHEET) FOR DEMOLITION REQUIREMENTS. 2'-6"x3'-O" RCCE55 DOOR W/ RECESSED PADLOCK HASP. PROVIDE HAND GRIP BARS OR LADDER CONTINUATION ON UNDERSIDE OF DOOR, r 143 5D FINISH GRADE 141 00 1 TOP OF COVER SLRE 1 - POURED CONCRETE COLLAR AS REQ'D TO PLACE TOP OF DOOR FLUSH W/ LIFT STATION SURFACING - 2" ORRIN FROM EMERGENCY GEN. BLDG. -2" DIR. BUBBLER PIPE. SECURE TO WALL OF WET WELL. - RSTM-C-76, CLASS IV C-2 PRINT SYSTEM INSIDE WET WELL LADDER - SEE DETAIL / I/ V 133 00 WET WELL LANDING &1 12" MIN. (GRRTING) C� °da ANCHOR 1-1/2" FLEXIBLE COUPLING SUMP PUMP 6" 8" INLET PIPE ° DISCHARGE TO E, INV. EL. 13200 12'-0" PUMP CHAMBER WALL. 12" PROVIDE 13150 SECOND PUMP ON DIA. °E. END BUBBLER INLET TUBE AT ELEV. BAFFLE 130 Alk FIRST PUMP ON ° EQ. TO CROWN F - OF SUCTION 3 ° PIPES 2 123 SO h ALL PUMPS OFF LEAN CONCRETE 8" DIA. ANSI- 12" IN ACCORDANCE ;!8 CKFILL ,I A21,51 CL.52 WITH SPECIFICRTIONS. It D.I.P. 121 83 CL SUCTION OF - 0 WET WELL I iL C° GROUT RLL AROUND. PROVIDE n - A WATER TIGHT SEAL BETWEEN WET WELL SECTION & BASE. I -71 12" % - 11975 TOP OF FOUND. /;; SLRE !ll 12" 3" STATION SUMP 3"CLR 8-x7 BARS EQUALLY SPACED *S@12" LACE ON SUITABLE UNDISTURBED RROUND BRSE OF WET WELL E.W. TOP GROUND OR PREPARED FOUNDATION ELEVATION BLOCK 2"CLR TO DIM. SHOWN & BOTTOM PLACE LEAN CONCRETE FILL TO SPRING LINE OF SUCTION AND CONTRCTING f ENTIRE STATION BOTTOM EXISTING PS33A SECTION SCALE: NTS FILE: Lakehaven y s FRYER & SEWER DISTRICT Providing water and sewer services to communities in South King County. 8 1 9 12 1 13 DEMO PLAN AND PROCEDURES GENERAL DEMOLITION NOTES 1. SEE SPECIFICATIONS FOR OVERALL CONSTRUCTION SEQUENCING. 2. PERMANENT ABANDONMENT OF EXISTING PS 33A SHALL BE PERFORMED WHEN THE NEW PS 33B IS FULLY OPERATIONAL PER THE CONTRACT DOCUMENTS. 3. DEMOLITION SHALL BE SEQUENCED AS NECESSARY TO PROVIDE A GRAVITY SWITCHOVER OF FLOWS TO PS33B. 4. MATERIAL SHALL BE DISPOSED OF AT AN APPROVED WASTE DISPOSAL SITE AS SELECTED BY THE CONTRACTOR. 5. COORDINATE WITH DISTRICT FOR DELIVERY OF ANY ITEMS TO BE SALVAGED. 6. CONTRACTOR SHALL COORDINATE WITH OWNER AND PSE FOR ELECTRICAL SERVICE DISCONNECTION TO EXISTING STATION. REMOVE AND DISPOSE OF EXISITNG TRANSFORMER. 7. DEMOLITION INVOLVES POTENTIAL EXPOSURE TO RAW SEWAGE. CONTRACTOR IS RESPONSIBLE FOR ALL SAFETY PRECAUTIONS ASSOCIATED WITH WORKING AROUND RAW SEWAGE AND SEWAGE GAS. REMOVE/ABANDON PS33A FACILITIES B 1. DRAIN 12 SS AND 10 FORCEMAIN TO PS33A. PROVIDE PUMP(S), PIPING, AND APPURTENANCES NECESSARY TO DISCHARGE ALL REMAINING SEWAGE TO NEWLY OPERATIONAL PS33B. 2. CLEAN AND DRAIN WET WELL. PUMP CHLORINATED WATER THROUGH FORCEMAIN. 3. SALVAGE ONSITE GENERATOR TO DISTRICT. 4. REMOVE AND DISPOSE OF ALL PUMPS, PIPING, ELECTRICAL EQUIPMENT, SUPPORTS, FITTINGS, HARDWARE, AND OTHER APPURTENANCES FROM PS33A WET WELL AND VALVE VAULT. 5. REMOVE HOSE BIBB, VALVE BOXES, FENCE, PIG LAUNCH, TRANSFORMER, VENTS, EXHAUSTER, POWER POST, ETC. UNDERGROUND DIESEL TANK PREVIOUSLY ABANDONED AND REPLACED WITH ABOVE GROUND TANK. REMOVE AND DISPOSE OF OFFSITE. C 6. REMOVE GENERATOR BUILDING, ASPHALT PAVEMENT, AND ALL OTHER ONSITE STRUCTURES DOWN TO 5' BELOW EXISTING GRADE. 7. FILL SSMH, WET WELL, AND PUMP/VALVE VAULT WITH DRAIN ROCK OR COMPACTED SAND. 8. FILL ONSITE 12" SS AND 10" FM WITH CDF (SEE SITE DEMO PLAN AND KEYNOTES, THIS SHEET, FOR ABANDONMENT OF OFF -SITE SS). 9. GRADE SITE LEVEL AND SEED/PLANT PER L SHEETS AND SPECIFICATIONS. KEY NU I i _ 1 PLUG MH AT EX. 12" SS TO BE REMOVED AND RECHANNELED TO ACCOMMODATE NEW CONNECTION PER DWG CO3. 2 EX. 48" MH. APPROXIMATELY 13' DEEP. REMOVE MH IN ITS ENTIRETY. 3 REMOVE EX. 12 SS AND EX 10" FM LOCATED IN RIGHT-OF-WAY IN ITS ENTIRETY. 4 EX. 12" SS REMOVAL SHALL EXTEND TO PROPOSED MH3 (SEE DWG CO2). THE EXISTING MH AT THE PROPOSED MH3 LOCATION SHALL BE REMOVED IN ITS ENTIRETY. 5 EX. 48" MH. APPROXIMATELY 12' DEEP. FILL EX. MH FULL OF DRAIN ROCK OR COMPACTED SAND AND ABANDON. REMOVE FRAME, 6 FOR EX. 12" SS AND EX. 10" FM LOCATED OUTSIDE RIGHT-OF-WAY, PLUG ENDS, FILL FULL WITH CDF AND ABANDON IN PLACE. 7 REMOVE AND DISPOSE OF EXISTING ASPHALT PAVEMENT. 8 REMOVE WET WELL DOWN TO 5' BELOW EXISTING GRADE. 9 REMOVE VAULT ENTRANCE TUBE IN ITS ENTIRETY. 10 REMOVE VAULT LID IN ITS ENTIRETY. 11 REMOVE TREES AND ROOT BALLS IN AREA OF NEW IMPROVMENTS. NO OTHER TREES SHALL BE REMOVED WITHOUT PRIOR APPROVAL FROM THE CITY OF FEDERAL WAY. 12 APPROXIMATE LOCATION OF EXISTING 2" DIAMETER GROUNDWATER MONITORING WELL. REMOVE WELL CASING AS NECESSARY AND ABANDON PER WAC 173-160-381. SEQUENCE REMOVAL AS NECESSARY DURING CONSTRUCTION 13 APPROXIMATE LOCATION OF EXISTING 3" DIAMETER PIPE PILE. REMOVE PILE AND ABANDON REMAINING HOLE PER WAC 173-160-381 PRIOR TO EXCAVATION. 14 COORDINATE WITH PSE FOR RELOCATION OF EXISTING POWER POLE. 15 REMOVE AND DISPOSE OF EXISTING ENTRY GATE. 16 EXISTING UNDERGROUND DIESEL TANK WILL REQUIRE SEPARATE DEMOLITION PERMIT FOR REMOVAL. CONTRACTOR TO OBTAIN PRIOR TO DEMOLITION. _ . 1 LAKEHAVEN WATER & SEWER DISTRICT SANITARY SEWER PUMP STATION 33B DEMOLITION EXISTING PUMP STATION DEMOLITION PLANS 10 T11 12 RESUBMITTED NOV 12 2019 Crry OF RAL WAy COMMUNITY DEy OPMEtvT /ERIFY SCALES JOB NO. 10581 A.10 BAR IS ONE INCH ON ORIGINAL DRAWING DRAWING NO. 0 i° D01 IF NOT ONE INCH ON SHEET NO. THIS SHEET, ADJUST SCALES ACCORDINGLY 21 OF 74 13 Ft 4 F G IC Etc 1 0 10' 20' 30' 60' REV ( DATE I BY 1 2 t to o SEWER MANHOLE CTR LID = 175.49' CTR STRUCTURE 1.5' N IE 12" PVC N, S, SE = 162.5' I �.. . o< M I 1 0 0 M O4 EX 15' SEWER EASEMENT 3 CTR LID = 177.68' CTR STRUCTURE 1.5' SW IE 12" PVC NW, S = 163.1' (REV 11/20/09) G! 5 Ul 100' STREAM '~- BUFFER (TYP)% < 71 1 t SEWER MANHOLE` I CTR LID = 158.87' CTR STRUCTURE 1.5' NW'r IE 12" PVC N, S = 147.3' -' r WETLAND E LIMITS (TYP) r 1 l< t � � •�E i t� < ' e _. . PERMIT REVIEW SUBMITTAL NOT FOR CONSTRUCTION DESCRIPTION DESIGNED BAS A. S� �p.N ��'oF AS DRAWN DRAWN DE z CHECKED TJ W q 55635 'pox,RFGISTER�O �SS�ONAL ENG` DATE MAY 2019 3 4 6 7 8 9 CATCH BASIN TYPE-2 RIM = 169.41' (TOP OF GRATE 2.5' HIGHER) o , CTR GRATE = CTR STRUCTURE IE 60" CMP SW = 158.4' (REV 11/20/09) \ IE 18" HOLE NE = 158.7' (REV 11/20/09) SUMP = 157.9(REV 11/20/09) > IE 60" CMP = 157.09 PROPOSED 80' x 80' TEMPORARY CONSTRUCTION STAGING AREA Digitally signed by Bnan A Sliger Contact Into: Carollo Engineers, Inc. Date: 2019.05.29 14:37:59-07'00' 6 7 LEGEND • • • -• •NOVA1 Lei -•-•- 10 11 KEY NOTES = <?> 1 STRAW WATTLE TO BE PLACED AT EDGE OF ROADWAY PRIOR TO BEGINNING EARTH DISTURBING ACTIVITIES WITHIN RIGHT-OF-WAY FOR INSTALLATION OF SS MAIN AND MANHOLES. STRAW WADDLE TO REMAIN IN PLACE UNTIL ALL SOIL WITHIN RIGHT-OF-WAY IS STABILIZED. 2 REMOVE AND REPLACE SILT FENCING AS NEEDED DURING CONSTRUCTION TO ACCOMMODATE SITE ACCESS. FENCE SHALL BE RESTORED TO DELINEATE THE PROJECT SITE BY THE END OF EACH WORKING DAY. 3 RELOCATE AND MAINTAIN CONSTRUCTION ENTRANCE AS NECESSARY DURING OVEREXCAVATION AREA. SEE KEYNOTES 9 & 10 CONSTRUCTION TO PREVENT TRACKOUT. TEMPORARY CONSTRUCTION ACCESS AREA SEWER MANHOLE CTR LID = 174.36' CTR STRUCTURE 1.5' S IE12"PVC E,NW=164.9 d �- CS` -_ S .359TH s 4'F.{ Lakehaven WATER & SEWER DISTRICT Providing water and serer services to communities in South King County. 4 MAINTAIN DRIVABLE ACCESS TO EX PS33 FOR DISTRICT PERSONNEL DURING CONSTRUCTION. COORDINATE ACCESS CLOSURE WITH DISTRICT PRIOR TO RETAINING WALL CONSTRUCTION. 5 SPAN WETLAND AREA WITH STEEL PLATES TO PROTECT EXISTING VEGETATION. NO TREES OR SOILS SHALL BE DISTURBED IN THIS AREA DURING CONSTRUCTION. PROVIDE PLANTING MITIGATION PER L SHEETS FOLLOWING CONSTRUCTION. 6 CONSTRUCTION STAGING AND ACTIVITIES SHALL REMAIN OUTSIDE OF STREAM BUFFER AND WETLAND AREA EXCEPT AS OTHERWISE INDICATED ON THIS DRAWING. 7 TEMPORARY DEWATERING DISCHARGE AREA. PROTECT WETLAND FROM SCOUR, EROSION, SEDIMENTATION, AND OTHER DAMAGE. CONTRACTOR TO DESIGN AND INSTALL TEMPORARY ENERGY DISSIPATOR. TURBIDITY OF DISCHARGE TO WETLAND SHALL NOT EXCEED 50 NTU. RESTORE PER L SHEETS AND SPECIFICATIONS FOLLOWING CONSTRUCTION, - INCLUDING REMOVAL OF DEPOSITIED SEDIMENT. ~-- 8 ROUTE TEMPORARY DEWATERING DISCHARGE PIPING AS NECESSARY TO REACH DEWATERING DISCHARGE AREA. PIPING SHALL BE INSTALLED SUCH THAT MINIMAL AREA IS DISTURBED OUTSIDE OF PROJECT SILT FENCE AND DEWATERING DISCHARGE AREA. RESTORE AFFECTED AREA PER L SHEETS AND SPECIFICATIONS FOLLOWING -- - CONSTRUCTION. �� 9 OVEREXCAVATE TO T BELOW EXISTING GROUND SURFACE TO REMOVE UNSUITABLE MATERIALS, EXCAVATING NO MORE THAN A 100 SQUARE FEET AREA (OR 25 CUBIC YARDS OF MATERIAL) AT A TIME. BACKFILL EXCAVATION WITH QUARRY SPALLS TO PROVIDE SITE BASE. SEE DETAIL D, SHEET S02 FOR BACKFILL AT RETAINING WALLS. SEE GEOTECHNICAL REPORT AND CONSTRUCTION SEQUENCING FOR ADDITIONAL DETAILS. 10 FOLLOWING REPLACEMENT OF UNSUITABLE MATERIALS, PROVIDE TEMPORARY SITE ELEVATION OF 174 WITHIN 30 FEET OF THE NORTH, EAST AND SOUTHERN SIDES OF THE PROPOSED WET WELL STRUCTURE. PROVIDE A TEMPORARY SITE ELEVATION OF 174 WITHIN 17 FEET OF THE WEST SIDE OF THE WET WELL STRUCTURE (EDGE OF PROPOSED RETAINING WALL). SEE GEOTECHNICAL REPORT AND CONSTRUCTION SEQUENCING FOR ADDITIONAL DETAILS. 12 13 EROSION CONTROL GENERAL NOTES 1. APPROVAL OF THIS EROSION AND SEDIMENTATION CONTROL (ESC) 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 ESC PLANS AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE FACILITIES IS THE RESPONSIBILITY OF THE APPLICATION/ESC 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 APPLICATION/ESC SUPERVISOR FOR THE DURATION OF CONSTRUCTION. 4. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF THE 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 KEPT CLEAN AND TRACK OUT TO THE 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, FLOW CONTROL BMP LOCATIONS (EXISTING AND PROPOSED), AND ADJACENT PROPERTIES IS MINIMIZED. 6. THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE ESC 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, RELOCATION OF DITCHES AND SILT FENCES, PERIMETER PROTECTION ETC.) AS DIRECTED BY KING COUNTY. 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. 8. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO CONSECUTIVE DAYS DURING THE WET SEASON OR SEVEN DAYS DURING THE DRY SEASON SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC METHODS (E.G., SEEDING, MULCHING, PLASTIC COVERING, ETC.). 9. ANY AREA NEEDING ESC MEASURES THAT DO NOT REQUIRED IMMEDIATE ATTENTION SHALL BE ADDRESSED WITHIN SEVEN (7) DAYS. 10. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH DURING THE DRY SEASON. BI-MONTHLY DURING THE WET SEASON, OR WITHIN TWENTY FOUR (24) HOURS FOLLOWING A STORM EVENT. 11. COVER MEASURES WILL BE APPLIED IN CONFORMANCE WITH APPENDIX D OF THE KING COUNTY SURFACE WATER DESIGN MANUAL. 12. PRIOR TO THE BEGINNING OF THE WET SEASONS (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 OT THE DPERINSPECTOR. 13. UNLESS DIRECTED OTHERWISE, ALL TESC MEASURES AND BMPS SHALL BE REMOVED UPON FINAL SITE STABILIZATION/RESTORATION. SITE PLAN APPROVAL 'Permit Number:`' �I' 3 $�_.,._ RESUBMITTED Approved By: t'� 1NOV 12 2019 Datc: � R CITY OF FEDERAL WAY COMMUNITY DEVELOPMENT LAKEHAVEN WATER & SEWER DISTRICT SANITARY SEWER PUMP STATION 33B CIVIL EXISTING SITE AND EROSION CONTROL PLAN 10 111 VERIFY SCALES 10581 A.10 BAR IS ONE INCH ON ORIGINAL DRAWING DRAWING NO. 0 �° C01 IF NOT ONE INCH ON SHEET NO. THIS SHEET, ADJUST SCALES ACCORDINGLY 22 OF 74 12 13 Ila CI DI EI FI GI PROJECT NO. 10581Al0 FILE NAME: 10581A1000C001.dgn 1 2 3 1 4 1 5 1 6 1 7 1 8 9 10 1 11 1 12 13 ROOM FINISH SCHEDULE < ROOM ROOM NAME FLOOR BASE NORTH WALL SOUTH WALL EAST WALL WEST WALL CEILING REMARKS ROOM MAT'L FINISH MAT'L MAT'L FINISH MAT'L FINISH MAT'L FINISH MAT'L FINISH MAT'L HEIGHT FINISH � NO. NO. ELECTRICAL BUILDING - SEE DWG SA01 FOR PLAN „ 101 ELECTRICAL ROOM CONIC SEALER - CMU PAINT CMU PAINT CMU PAINT CMU PAINT EXPO CONST VARIES COATING 100 D A 102 GENERATOR ROOM CONIC SEALER - CMU PAINT CMU PAINT CMU PAINT CMU PAINT EXPO CONST VARIES ACOUSTIC 101 ACOUSTICAL SPRAY COATING AT EXPOSED METAL CEILING SEE SPEC j103 RESTROOM CONC CERAMIC CERAMIC CMU CERAMIC* GYP BD CERAMIC CMU CERAMIC* CMU CERAMIC* GYP BD 9'-0" PAINT * CERAMIC TILE WAINSCOT, PAINT EXPOSED CMU _ 102 7 DOOR AND HARDWARE NOTES: A105 ----SEE THESE TYP DETAILS Al 04 UNLESS OTHERWISE INDICATED Al 12 A120 A120 A122 DOOR &HARDWARE SCHEDULE 1 INSIDE WITHOUT THE USE TYP ti TYP TYP TYP TYP TYP OF A KEY OR SPECIAL KNOWLEDGE OR EFOFORTEAT PAIRS S O DOORS PROVIDE CIO SCHEDULED HARDWARE AT EACH DOOR, UNLESS OTHERWISE NOTED. o 1 DOOR NO. INT/EXT DOOR FRAME DETAILS HARDWARE FIRE LABEL ACTIVE LEAF REMARKS DOOR NO. WIDTH HEIGHT THICK TYPE MAT'L FINISH WIDTH HEIGHT DEPTH TYPE MAT'L FINISH HEAD JAMB JAMB SILL LOCK HINGE CLOSER T'HOLD WSTRIP SILENCER BOLTS PUSH PULL DRIP ASTRGAL DR BOTT EXIT DEV STOP ELECTRICAL BUILDING - SEE DWG SA01 FOR PLAN 01 02 03 04 INT EXT EXT EXT 3'-0" 3'-0" PR 3'-2" I PR 3'-2" 7'-2" 7'-21f 7'-211 7'-2" 1 3/4" 1 3/4 1 3/4" 1 1 3/4" F F F&T 1 F&T STEEL STEEL STEEL STEEL COATING COATING COATING COATING 3'-4" 3'-4" 6'-811 6'-8" 7'-411 7'-411 - 10'-0" 10'-011 5 3/4" 5 3/4" 5 3/4" 5 3/411 R R T T* STEEL STEEL STEEL STEEL COATING COATING COATING COATING C F F F* C F F - F" C F F F* B E E E L-2 L-1 L-1 L-1 H-2 H-1 H-1 H-1 - C-1 C-1 C-1 - T-1 T-1 T-2 - W-1 W-1 - W-2 Q-1 - - - - - B-1 B-1 - - - - - - - - - R-1 R-1 R-1 - - A-1 A-2 - D-1 D-1 D-2 - E-1 E-1 E-1 S-1 S-1 S-1 S-1 - - - - - - LHRA LHRA 01 02 03 04 *PROVIDE FRAME WITHOUT FORMED DOOR STOPS C n D s 0r -11 2015 WASHINGTON STATE ENERGY CODE BUILDING ENVELOPE REQUIREMENTS - CLIMATE ZONE 4C (KING COUNTY, WA) ENVELOPE COMPONENT R-VALUE REQUIRED R-VALUE PROVIDED ROOFS 38.0 38.0 WALLS ABOVE GRADE, MASS (LIGHT) 9.5 9.0 EIFS + 1.7 CMU = 10.7 FLOORS 10.0 DOORS - SWINGING 2.70 6.0 MIN (PER SPEC) DOORS - NONSWINGING 4.75 NOT USED EC c c 91-n„ H GABLE ROOF EDGE SA01 SCALE: 11/2"=1'-0" FILE: FILE 2015 INTERNATIONAL BUILDING CODE BUILDING INFORMATION NOTES BUILDING OCCUPANCY F-1 TOTAL BUILDING TYPE OF CONSTRUCTION V-B TOTAL BUILDING SQUARE FOOTAGE 1,154 SF ACTUAL 8,500 SF ALLOWABLE OCCUPANT LOAD 4 PERSONS 1 PERSON EA 300SF HAZARDOUS CHEMICALS NONE IN BUILDING FIRE SPRINKLERS NOT REQUIRED a c c PERMIT REVIEW DESIGNED Digitally Info James Engineer Doering Contact Info: Carollo Engineers, Inc. J CA 5 A D O Date: 10 09:37:59pp0' SUBMITTAL DRAWN ,Qof WAsy��'ZC NOT FOR CONSTRUCTION JCA _ z CHECKED JAD o �'(� 43991 DATE �oT cTURAL REV DATE BY DESCRIPTION MAY 2019 A19S/0NAL ENG\ 1 2 3 4 5 6 J EAVE ROOF EDGE SA01 SCALE: 1 1/2" =1'-0" FILE: FILE ,w► IAI*v% Lakehauvirren WATER& SEWER DISTRICT Pioviding water and sewer services to communities in South GENERAL NOTES: 1. FOR STRUCTURAL GENERAL NOTES SEE DRAWING NO. S01. KEY NOTES: < 1 STANDING SEAM METAL ROOF ON 6 1/2" (R-38) RIGID FOAM ROOF INSULATION ON METAL DECK WHERE POSSIBLE 2 EXTERIOR INSULATION AND FINISH SYSTEM, 2" INSULATION ON CMU, EXTEND TO UNDERSIDE OF DECK 3 GUTTER AND DOWNSPOUTS BY STANDING SEAM ROOF MANUFACTURER, SEE DETAIL A727/TYP 4 HSS10 TUBE FASCIA, SEE ROOF FRAMING PLAN 5 8X8X16 EXTERIOR CMU WALL 6 METAL DECK 7 C8X11.5 FASCIA SUPPORT MEMBER, SEE ROOF FRAMING PLAN 8 2X TREATED WOOD BLOCKING AS REQUIRED 9 4" NAILBASE INSULATION, SEE SPEC. FASTEN THROUGH FIRST LAYER OF ROOF INSULATION TO METAL DECK 10 ROOF UNDERLAYMENT OVER ENTIRE PLYWOOD DECK, TURN DOWN ROOF EDGE UNDER METAL FLASHING 11 RIGID FOAM ROOF INSULATION, R-38, SEE SPEC 12 RESILIENT DECK PROFILE CLOSURE BY DECK MFR, TYP AT GABLE ENDS OF ROOF 13 METAL TRIM TO MATCH METAL ROOFING COLOR, FROM UNDER ROOF, DOWN AND OVER FASCIA LAKEHAVEN WATER & SEWER DISTRICT SANITARY SEWER PUMP STATION 33B STRUCTURAL ELECTRICAL BUILDING SCHEDULES AND DETAILS 10 1 11 RECEIVED JUL 0 2 2019 CITY OF FEDERAL WAY COMMUNITY DEVELOPMENT VERIFY SCALES 10581A.10 BAR IS ONE INCH ON ORIGINAL DRAWING DRAWING NO. 0 1" SA03 IF NOT ONE INCH ON SHEET NO. THIS SHEET, ADJUST SCALES ACCORDINGLY 32 OF 74 12 13 /.\ CI El FI GI PROJECT NO. 10581A10 FILE NAME: 10581A1000SA003.dgn 7 1 1 2 1 3 1 4 5 6 1 7 1 8 1 9 1 10 11 1 12 1 13 GENERAL NOTES: 1. FOR STRUCTURAL GENERAL NOTES SEE DRAWING NO. S01. C I t— a) 0.1 2 E 0IN D INWF'% I r SCALE: 1 /4"= V-0" FILE: FILE SCALE: 1 /4"=1'-0" FILE: FILE PERMIT REVIEW DESIGNED SUBMITTAL DRAWN �� FVgAS NOT FOR CONSTRUCTION JCA ' _ c2� CHECKED T i� a JAD ,o 43991 DATE O,- cT�/RAL REV DATE BY DESCRIPTION MAY 2019 �S`S/GNAL ENG 1 1 2 3 4 Digitally signed by James A. Doering Contact Into: Carollo Engineers, Inc. Date: 28 75:42:290' 7'-4" WEST SCALE: 1/4"=V-0" FILE: FILE SCALE: 1 /4"= V-0" FILE: FILE P. LEVATI Lakehilven WATER & SEWER DISTRICT Providing Water and sewer services to communities in South King County. E 0 KEY NOTES: < # 1 HOLLOW METAL DOOR AND FRAME, SEE DOOR SCHEDULE FOR SIZE, MATERIAL AND DETAILS 2 STANDING SEAM METAL ROOF ON RIGID FOAM ROOF INSULATION ON METAL DECK 3 EXTERIOR INSULATION AND FINISH SYSTEM, 2" INSULATION ON CMU 4 GUTTER AND DOWNSPOUTS BY STANDING SEAM ROOF MANUFACTURER, SEE DETAIL A727/TYP 5 LIGHT FIXTURE, SEE ELECTRICAL DWGS FOR DETAILS 6 3/4" "V" JOINT IN EXTERIOR FINISH AND INSULATION SYSTEM, C? TYP WHERE SHOWN CV 7 REMOVABLE TRANSOM BAR AND PANEL PER DOOR SCHEDULE 8 CONCRETE ENTRANCE PAD, TYP AT DOORS, SEE DETAIL A802/TYP 9 TWO RAIL ALUM HANDRAIL / GUARDRAIL, SEE DETAIL A341/TYP ti 10 LOUVER, SEE HVAC DWGS FOR DETAILS FIN FL EL 172.20 11 PROVIDE SPLASH BLOCK WHERE REQUIRED BY DETAIL A727/TYP 12 GENERATOR EXHAUST, SEE MECH DWGS C 13 REMOVABLE STEEL SILL BELOW INTAKE LOUVER, SEE STRUCT DWGS FOR DETAILS LAKEHAVEN WATER & SEWER DISTRICT SANITARY SEWER PUMP STATION 33B STRUCTURAL ELECTRICAL BUILDING EXTERIOR ELEVATIONS 10 1 11 RECEIVED JUL 0 2 2019 CITY OF FEDERAL WAY COMMUNrTY DEVELOPMENT VERIFY SCALES 10581A.10 BAR IS ONE INCH ON ORIGINAL DRAWING DRAWING NO. 0 1 11 SA02 IF NOT ONE INCH ON SHEET NO. THIS SHEET, ADJUST SCALES ACCORDINGLY 31 OF 74 12 13 ❑I Ell FI GI PROJECT NO. 10581A10 FILE NAME: 10581A1000SA002.dgn 1 1 2 1 3 1 4 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 1 13 IV L U N a� D C I L ,r 1_1 FLOOR PLAN A SCALE: 1/4" = V-0" FILE: 10581 A1000S 103 io RESTROOM SEE DETAILA816ITYP CSCALE: 1/4" = V-0" FOR TOILET ACCESSORY FILE: 10581A1000S104 MOUNTING HEIGHTS S06 B ROOF PLAN SCALE. 1/4" 1 0 FILE: 10581A1000S104 GENERAL NOTES: 1. SEE DETAIL A816/TYP FOR TOILET ACCESSORY MOUNTING HEIGHTS 2. REFERENCE STRUCTURAL PLAN FOR MASONRY OPENING SIZES AND LOCATIONS KEY NOTES: < 1 8X8X16 INTEGRALLY COLORED CMU, SEE STRUCT DWGS FOR DETAILS 2 HOLLOW METAL DOOR AND FRAME, SEE DOOR SCHEDULE FOR SIZE, MATERIAL AND DETAILS 3 EXTERIOR INSULATION AND FINISH SYSTEM, TYP AT BLDG EXTERIOR (2" INSUL) 4 STANDING SEAM METAL ROOF ON 5" RIGID FOAM ROOF INSULATION ON METAL DECK 5 WALL BELOW TO UNDERSIDE OF METAL DECK 6 WALL LOUVER, SEE HVAC DWGS FOR SIZE, TYPE AND DETAILS 7 CERAMIC TILE WAINSCOT ON CMU (3 WALLS), SEE SPEC 8 GYP BD CEILING (AT 8'-8" AFF) ON 3 5/8" METAL FRAMING AT 16" OC 9 CERAMIC TILE BASE TO MATCH FLOOR TILE, SEE SPEC 10 SEMI -RECESSED PAPER TOWEL DISP/RECEPTACLE 11 WALL MOUNTED SOAP DISPENSER, SEE SPEC 12 ADA COMPLIANT GRAB BARS, SEE SPEC 13 DUAL ROLL TOILET PATER HOLDER 14 24" X 36" FRAMED MIRROR, SEE SPEC 15 FULL HEIGHT CERAMIC WALL TILE BEHIND LAVATORY AND WATER CLOSET 16 CERAMIC TILE ACCENT COLOR BAND, TYP 4 WALLS 17 WALL MOUNTED LIGHT FIXTURE, SEE ELEC DWGS 18 EXTERIOR INSULATION AND FINISH SYSTEM TYP AT INTERIOR WALL (2" INSULATION) FLOOR TO DECK 19 GUTTER AND DOWNSPOUTS BY ROOFING SUPPLIER, MATCH SELECTED ROOFING COLOR 20 FIRE EXTINGUISHER, TYPE AS NOTED, SEE SPEC 21 ROOF RIDGE 22 MOISTURE RESISTANT GYP BD ON 3 5/8" METAL STUDS AT 16" OC 23 ALUM GUARDRAIL, SEE DETAIL A341/TYP 24 ROOF STRUCTURE BELOW, SEE ROOF FRAMING PLAN 25 CONCRETE ENTRANCE PADS, SEE DETAIL A802/TYP 26 REFERENCE HVAC DWGS 27 CONCRETE EQUIPMENT PADS, COORDINATE SIZE AND LOCATION WITH EQUIPMENT RECEIVE JUL 0 2 2019 CITY OF FEDERAL WAY COMMUNITY DEVELOPMENT UCS1CiNCU Digitally signed by James A. Doering JOB NO. ContPERMIT REVIEW J CA �!. S D 0��i Dateact Info C28o115 42 i16 0'n 10581 A. 10 SUBMITTAL V LAKEHAVEN WATER &SEWER DISTRICT VERIFY SCALES V DRAWN �Q- ��oF Niyc ti0 BAR IS ONE INCH ON NOT FOR CONSTRUCTION JCA _ .. ®LakehavenSANITARY SEWER PUMP STATION 33B ORIGINAL DRAWING DRAWING NO. CHECKED WATER SEWER DISTRICT STRUCTURAL 0 1" SAO V JAD quo �GCTURAL ENG�� Providing Water and sewer services ELECTRICAL BUILDING IF NOT ONE INCH ON SHEET NO. THIS SHEET, ADJUST DATE O�ssioNA� ENG\� to CtriliTlt}iitiS Sri CDUt)t King CDt311j�. FLOOR AND D ROOF PLANS SCALES ACCORDINGLY 30 OF 74 REV DATE BY DESCRIPTION MAY 2019 1� /''1 R I� 1 2 3 4 5 6 7 8 9 10 1 . 11 1 12 13 a 11 CI DI El FI ©1 PROJECT NO. 10581A10 FILE NAME: 10581A1000SA001.dgn