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15-101830 (2)FEDERAL WAY BOYS GIRLS CLUB SYNTHETIC FIELD A PORTION OF THE SE 1/4 OF THE NW 1/4 OF SEC. 08, TWNm 21 N., RNG. 04 E. W.M. CITY OF FEDERAL WAY, KING COUNTY, WASHINGTON DEMOLITION GENERAL NOTES: N GRAPHIC SCALE 0 10 20 40 1" = 20 FEET TESC LEGEND: O" - - G-- "�' TO COMMENCING DEMOLITION. ® IP INLET PROTECTION 1 -._ _ �..�, - �......-. � � .�.�..- _ ..-.. _ _ .� � � _._. � ,� .___. __._ .____ _._. c, _ _ ,- - INN 0821U4-9005 C2.02 �4IN LINK -- -►f----w�. S 'RO"=RTC` & ONSTRI 2. DEMOLITION: IT IS THE INTENT OF THE WORK UNDER THIS CONTRACT TO INCLUDE THE DEMOLITION OF 6' CHAIN �- _._ ALL EXISTING BUILDINGS, PAVING, UTILITIES AND OTHER EXISTING SITE IMPROVEMENTS INCLUDING � e REMOVE EXISTING UTILITY THEIR UNDERGROUND COMPONENTS AS INDICATED BY THIS DRAWING AND AS REQUIRED FOR NEW 22"CW CONSTRUCTION. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FULLY REVIEW THE SITE CONDITIONS TER 30X__ �� � � �- AND TO CORRELATE THESE OBSERVATIONS WITH THE PROJECT WORK AND INCLUDE ALL NECESSARY (TYP) ,r �,\ DEMOLITION, WHETHER SHOWN OR NOT, AND INCLUDE ALL SUCH COSTS IN THE BASE BID. P REMOVE EXISTING CONCRETE I 8"A J r---2xC A \ 3. CLEARING: IT IS THE INTENT OF THE WORK UNDER THIS CONTRACT TO CONDUCT ALL CLEARING 0" M A i � � \ NECESSARY TO BE ABLE TO COMPLETE ALL THE WORK OF THIS PROJECT. CONTAINER 41, REMOVE EXISTING ASPHALT 4. CONTRACTOR SHALL LEGALLY DISPOSE OF THE OWNER'S PROPERTY, ALL DEMOLISHED AND REMOVED �n / 26" MATERIALS, UNLESS INDICATED OTHERWISE. 20 � 2G C4 35 A REMOVE EXISTING GRAVEL 2 CW C 22"C 5. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COMPLETELY COORDINATE UTILITY DEMOLITION 2"Ci� r 1 /,C� WITH NEW CONSTRUCTION. CONTRACTOR SHALL ENSURE THAT ADEQUATE FIRE PROTECTION IN i3 C j ACCORDANCE WITH THE FIRE MARSHALL REQUIREMENTS IS PROVIDED FOR THE EXISTING BUILDING. o' 4 S C �„� � O -° . a -,- o o , o. ° : _• .o.:: _, • _ _ . CE CONSTRUCTION ENTRANCE C2.02 i \ 1 "/20" C d 6. COORDINATE POWER DEMOLITION WITH PSE AND ELECTRICAL PLANS. CONTRACTOR TO ENSURE THAT a C i2' 1 DEMOLITION OF LINES WILL NOT COMPROMISE POWER TO OTHER AREAS. \ , I 1---'6 C �„� � �---"� � /CL CLEARING/PROJECT LIMITS 7. POWER AND CABLE SERVING BUILDINGS AND LIGHT POLES TO REMAIN RUN THROUGH THIS SITE. O „A CONTRACTOR SHALL INSTALL NEW SERVICES FOR PROPOSED FIELDS. L�? W, 2x' 0"C - 10�' Of 2 A 8. GAS DISCONNECTION BY P.S.E. CONTRACTOR TO COORDINATE WORK WITH PSE. CONTRACTOR TO - - - - - - - - - - - SL SAWCUT LINE DEMOLISH ABANDONED SERVICE. CONTRACTOR TO ENSURE THAT DEMOLITION OF GAS LINES WILL NOT I � A Ir-"12><0 14"A -' IMPACT GAS SERVICE TO OTHER AREAS. NO DISRUPTION IN SERVICE ALLOWED. 2 x \ _ s u r 11 SF SILT FENCE \� I I 9. ANY ABANDONED SIDE SEWER(S) SHALL BE PLUGGED OR CAPPED PER THE LAKEHAVEN UTILITY C2.02 C � DISTRICT AND KING COUNTY HEALTH DEPARTMENT REQUIREMENTS. J 10" A 1 I > 69kC I t a WITH WATER UNTIL — .— R SWALE j,': 20' BUILDING 10. CONTRACTOR SHALL MINIMIZE DUST GENERATION ONSITE BY SPRINKLING THE SITE W E- �— S© INTERCEPTOR �\ ( 2 1 *'A C / AFN 9502019t SURFACE IS WET. SEE BMP C140. / d L 5' A-- 11. REFER TO WORK ORDER PLANS FOR ADDITIONAL INFORMATION REGARDING WORK IN THE TR SEDIMENT TRAP \ RIGHT-OF-WAY. \ �_> 12. THIS PLAN IS USED IN CONJUNCTION WITH THE CSWPPP AND NPDES CONSTRUCTION STORM WATER KEY NOTES 22} 3A 11 » O i / 9-2"PERMIT. '1„ RO C-/ O ABANDON GAS AND POWER LINES. COORDINATE WITH PSE. SF 13. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CURRENT CITY OF FEDERAL WAY \ ` REGULATIONS, STANDARDS AND STANDARD DETAILS. 2 CAP WATER SERVICE FOR FUTURE IRRIGATION -_ 6"A C / CONNECTION. �� 9 Z "C ; -I.A � BL 103 <'` "C � / 9 � " �,,, .....--,- �,� NAIL AND V`� I-IER i .... a � �,,,.. -1))� _ I .�, I _=-�''A / b -' t l I � �� „ . � . : ' �' € , t �� I ' PROTECT EXISTING BLOCK WALL AND FENCE TO REMAIN. N:1223. 3, 2"C, q J / -� f I SF 3 0 E: 0 6a 6213 '' € / / I : .. V j ��°C'�1— A�.� � „ �--� �a � � — �,". PROTECT EXISTING GATE POST. 2x5"A 287O w may° I ( j . .,-�'✓ �,,,, ,>` --- _ / CA POST ; I : :�.-- I I t 32 GW ,•-" I -� - , __, I _ __ __". _ 0Y3C _ -'` DEMOLISH AND REMOVE EXISTING HOUSE AND ALL a _X—X X—x— x_. X X _ x X y. •..� -- ___-1_ � � _ � � � � _X. __ X � k x x � � € _^ X � � _�—i%' �' x _--X _X _X— =.�. _y—_ �—__� � - - ~- - 6' rt. A+NC I I { fl ASSOCIATED APPURTENANCES. G) -x x—x—x— x �—-----x-- � � � / __ 3f w _.. .. .............. r �:L /'........ _ . -- . _...... ........ ...... .. . ........ i �` ,_rye ,� t. �I` REMOVE EXISTING CONCRETE. 18 — .' - _ 19 6 _ - T ,. I I v - - _ r 0' IrAT._F EA EET SL ... 8 _ _ _ _:. :•�, - -15 _ REMOVE EXISTING WATERLINE. PROTECT EXISTING WATER V. :, ', ( - METER FOR REUSE AS IRRIGATION METER. IP 8 1 _ 1- ROC kC _■, 0 I � . ., • _ ,`� °...s � B�i BOIAB, I I REM OVE EXISTING PAVEMENT O" o s�" • . F... // E ., ._..-......,� • ,,.'EG r«. .:»$ . +�^+' ram--.' «+°`�" •+-���,...{r •v ,:.���. f.: si ' �` " ��', s' :•' :. 'jai.. •�3»AiiP. - 'E�'- GRAVEL I REMOVE AND REPLACE EXISTING FENCE TO ALLOW FOR r• I I 6 CW ` •M a 0®• I ii ,� AVE +,° C ,. 14 ��" .•� • GIB t�, ` 2 V�::4"� / . � , a; I � ,� 9 25.00. ..._ ,4- .... _ _ - __ _ __ _.. _ - _ _.. •(i;. STORMPIPE AND TRENCH. ^cr ...,. ...._._ ._..... ..�_. ....._ .......... .._....- ....... .,j�� �{ r •� ♦, ..• .. °"° • • +, ate••, °• : # z 18"CW \«../ '-—r y�y,.;<....°;."a';•""""_---�'T-r'�s.-,=,..g .'Y—'"> a-::''°,,: ="ef—`— �' 9`�' •y"'•�., v:r �'"... P '`�,✓ r 24Cw ` J. ,. e,°�, : ir4 R:F1 :., / ( t CL " �� j . + "'' �' : i • ter,"'' ! REMOVE 5' FENCE TO REPLACE WITH GATE. 14 A " 24"CW „ " °� `�: K.: ° <.`a: :g° ��; • 110 6 fl0 14 ,� 1 s A S 24 CW 12 c�fV • • : J.. • `..= 5 j 16 1-1 /`° -'' - \ 34"CW"M 1 ... I g REMOVE AND REPLACE FRAME & GRATE WITH NEW SOLID TR f 15 I 11 2 I LOCKING LID &FRAME. C O F i" ;V'AHPI BARi ND CAP _ _ _ _ _r N. €223 3-387 i I:' :Q 12 PROTECT EXISTING SIGN. E. 1270 54.4590 / LANDSCAPE <� III - . T SF j 2x10 M FLEV:4- 6.04 BLOCKS _ i I; EXISTING TREES TO BE REMOVED. : f'� CW 6 ( \7 2 I I I 13 REMOVE ALL TREES WITHIN THE CLEARING/PROJECT LIMITS J 8 CW 1 I JAI, -'� UNLESS NOTED OTHERWISE. 10� 3x6"M 1 j PROTECT EXISTING POWER POLE. OVERHEAD POWER LINE 6 ' # —_— / (TYP) 13 HOSE i ... 14 AND GUY WIRE. 14 CW FF-453.41 t f — — 22"F o % „ /i` / 30"F I j S j$ 14"CW / / j' \ jj [[[ 15 REMOVE EXISTING GRAVEL SURFACING. 144 Cw 8"CW \ CE j WOOD/BRICK 19 I 8"CW, M - \ ' DEBRIS PILE : -s` _S RELOCATE EXISTING GUY WIRE- COORDINATE WITH PSE. �¢ "A l 4"`CW s�A 1 50 ¢ .' i . LEANING S ?I2 CW , g"CW (`VN •_ _"°- IP N� USE EXISTING GRAVEL AREA FOR " � ,.F:e •� I O CONSTRUCTION STAGING. 6 CW r o CENTER ER o� „ # 30 A• o ' o o� o� o'' o'' o ' o ' o� „,: ;_ i 17 REMOVE IMMEDIATELY PRIOR TO COMMENCING 8 A 4 CW ,- „ 3 Cw 14 CW e o [[ ;� < :l C , r e /; _ . _ 0 „ l 1 • .' gar LANDSCAPING 6 CW- 5 CW J ; w»• „$` " oor �� �� _ _` " �' ,�` I I SWEEP STREETS AS REQUIRED \, 12"A 14 (lJW5 CW 3 «F, , .�s, ®°T° •' ! 18 Q AND AT PROJECT ' 0 " 10"CW # b. - `�• r ..� `°�tr:•., ` a .�;>. ' O COMPLETION. Lj , 4 CW 3 �I REMOVE ROCKS. 118,A. 16"CW 7 " \ " — �8A �a;Rr°9 =; I PERMIT N0. 15-101834-00 12 CW _ „ -. 20' =NORESS, EGfks, �:., UTILITIES :• : n � �,°:« � � I 12„ 22 A o i EASEMENT AFN rt211 50795 :�° °>."'%�� � I � (I � � 0 j1M7771 -)N j _OCKVALL __.... ' CHAIN INK r I £ JL � I I Q 3,' j2X"A F I APN 082102-9029 30, ; '...:.. LAKEHAVEN UTILITY DISTRICT APN 08210---9105 ��; � � �€ � . I... APPROVED sF CL HATMAN I ::I Know what's below. 17� ,:; : Callbefore you dig. DATE DATE: August 7, 2015 FILENAME: Q:\2014\2140296\10-CIV\CAD\2140296-SH-DEMO-TESC.DWG TACOMA • SEATTLE • SPOKANE • TRI-CITIES 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422 TEL 253.383.2572 FAX www.ahbl.com WEB Project Title: FEDERAL WAY BOYS & GIRLS CLUB SYNTHETIC FIELD Client: FEDERAL WAY BOYS & GIRLS CLUB 30815 8th AVENUE SOUTH P.O. BOX 3134 FEDERAL WAY, WASHINGTON 98063-3134 Job No. 2140296.10 Issue Set & Date: BID DOCUMENTS JULY 2, 2015 NOTICE ALTERATION OF TM DOMMM SHALL WYUDATE THE PRO ESSOM SEAL AND MM7URE PUBLICATION OF 1H6 OOCUIEIiT DOES NOT DEROGATE FROM RESER1iFD OtfERSp RTG M W Ir. THIS DOMUM IS FOR USE ONLY FOR TIE PROECT n@TIFIED W OE TIRE BLOCK AND IS NOT TO BE USED FOR REPAR, REYODFl. OR ATIDITDN TO WT PROTECT OR FOR ANY OTHER PRUMT. A A Revisions: Sheet Title: DEMOLITION AND TESC PLAN Designed bv: Drawn bv: Checked bv: M. HAGER M. STEWART D. NASON Sheet No. C2mOl 2 of 7 Sheets 1 FEDERAL WAY BOYS GIRLS CLUB SYNTHETIC FIELD A PORTION OF THE SE 1/4 OF THE NW 1/4 OF SEC. 08, TWNs 21 N., RNG. 04 E. W.M. CITY OF FEDERAL WAY, jKtl4G COUNTY, WASHINGTON EXISTING CATCH BASIN #3003 SEDIMENT ONLY '---SEDIMENT ACCUMULATION PROVIDE CATCH BASIN SEDIMENT PROTECTION WITH NOTE: STREAMGUARD BASIN INSERT #3003, FROM FOSS FILTERS SHALL BE INSPECTED ENVIRONMENTAL AFTER EACH STORM EVENT AND 7440 W. MARGINAL WAY S. CLEANED OR REPLACED WHEN SEATTLE, WA 98108-4141 1/3 FULL. PHONE: 1-800-909-3677 INLET SEDIMENT PROTECTION DETAIL NOT TO SCALE FILTER FABRIC MATERIAL (OR^" MIRAFI 100 NS OR EQUIV WITH 0.02 PERMIT 2" X 2" BY 14 GA. WIRE FABRIC OR EQUIVALENT, AFFIX TO POST PROVIDE NATIVE BACKF 3/4" - 1 1 /2" W GRAVEL BACKFILL IN TRENC ON BOTH SIDES OF FILTER FABRIC ON THE SU 2" X 4" WOOD POST OR STEEL FENCE POST ORANGE FIL Tr^ rn MATERIAL 6 USE RINGS ATTACH TO Lri 0 CV zo N SIDE VIEW rrwivi vi"vv SILT FENCE DETAIL NOT TO SCALE DATE: August 7, 2015 FILENAME: Q:\2014\2140296\10_CIV\CAD\2140296-SH-DEMO-TESC.DWG 3 SURFACE AREA DETERMINED, N TE:. TRAP MAY BE, FORMED, BY BERM OR BY PARTIAL OR COMPLETE EXCAVATION NATIVE SOIL R I COMPACTED BACKFILL GEOTEXTILE SEDIMENT TRAP NOT TO SCALE �.. __.. " MIN., TRAF OVTLET NOTES: 1. THE FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT TO THE LENGTH OF THE BARRIER TO AVOID USE OF JOINTS. WHEN JOINTS ARE NECESSARY, FILTER CLOTH SHALL BE SPLICED TOGETHER ONLY AT A SUPPORT POST WITH A MINIMUM SIX-INCH OVERLAP, AND BOTH ENDS SECURELY FASTENED TO THE POST. 2. THE FILTER FABRIC FENCE SHALL BE INSTALLED TO FOLLOW THE CONTOURS (WHERE FEASIBLE). THE FENCE POSTS SHALL BE SPACED A MAXIMUM OF SIX FEET APART AND DRIVEN SECURELY INTO THE GROUND (MINIMUM OF 30") 3. A TRENCH SHALL BE EXCAVATED, ROUGHLY EIGHT INCHES WIDE AND TWELVE INCHES DEEP, UPSLOPE AND ADJACENT TO THE WOOD POST TO ALLOW THE FILTER FABRIC TO BE BURIED. 4. WHEN STANDARD STRENGTH FILTER FABRIC IS USED, A WIRE MESH SUPPORT FENCE SHALL BE FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POSTS USING HEAVY-DUTY WIRE STAPLES AT LEAST ONE INCH LONG, TIE WIRES, OR HOG RINGS. THE WIRE SHALL EXTEND INTO THE TRENCH A MINIMUM OF FOUR INCHES AND SHALL NOT EXTEND MORE THAN THIRTY SIX INCHES ABOVE THE ORIGINAL GROUND SURFACE. 5. THE STANDARD STRENGTH FILTER FABRIC SHALL BE STAPLED OR WIRED TO THE FENCE, AND TWENTY INCHES OF THE FABRIC SHALL BE EXTENDED INTO THE TRENCH. THE FABRIC SHALL NOT EXTEND MORE THAN THIRTY SIX INCHES ABOVE THE ORIGINAL GROUND SURFACE. FILTER FABRIC SHALL NOT BE STAPLED TO EXISTING TREES. 6. WHEN EXTRA -STRENGTH FILTER FABRIC AND CLOSER POST SPACING ARE USED, THE WIRE MESH SUPPORT FENCE MAY BE ELIMINATED. IN SUCH A CASE, THE FILTER FABRIC IS STAPLED OR WIRED DIRECTLY TO THE POSTS WITH ALL OTHER PROVISIONS OF STANDARD NOTE (S) APPLYING. 7. THE TRENCH SHALL BE BACKFILLED WITH NATIVE MATERIAL OR 3/4 2" X 2" BY 14 GA. INCH MINIMUM DIAMETER WASHED GRAVEL. WIRE FABRIC OR EQUIVALENT 8. FILTER FABRIC FENCES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE, BUT NOT BEFORE THE UPSLOPE BURY BOTTOM AREA HAS BEEN PERMANENTLY STABILIZED. OF FILTER 9. FILTER FABRIC FENCES SHALL BE INSPECTED IMMEDIATELY AFTER MATERIAL EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED IN 8"X12" RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. TRENCH 2" X 4" WOOD POSTS, 10. CONTRIBUTING LENGTH TO FENCE SHALL NOT BE MORE THAN 100 STANDARD OR FEET. BETTER, OR STEEL FENCE 11. DO NOT INSTALL BELOW AN OUTLET PIPE OR WEIR. POST 12. DO NOT DRIVE OVER OR FILL OVER FILTER FABRIC FENCE. RIB �5�4"" CK AC CREL GEOTEXTIt DISCHARGE T'STAWUZED CONVEYANCE , .OUTLET OR LEVEL. SPREADER -- mIN<. 24'` --MIN, 1' CE€ A-S i CONSTRUCTION ENTRANCE NOT TO SCALE CONSTRUCTION ENTRANCE NOTES: 1. MATERIAL SHALL BE 4-INCH TO 8-INCH QUARRY SPALLS AND MAY BE TOP -DRESSED WITH 1-INCH TO 3-INCH ROCK. (STATE STANDARD SPECIFICATIONS, SECTION 8-15.) 2. THE ROCK PAD SHALL BE AT LEAST 12 INCHES THICK AND 100 FEET LONG. WIDTH SHALL BE THE FULL WIDTH OF THE VEHICLE INGRESS AND EGRESS AREA. 3. ADDITIONAL ROCK SHALL BE ADDED PERIODICALLY TO MAINTAIN PROPER FUNCTION OF THE PAD. 4. IF THE PAD DOES NOT ADEQUATELY REMOVE THE MUD FROM THE VEHICLE WHEELS, THE WHEELS SHALL BE HOSED OFF BEFORE THE VEHICLE ENTERS A PAVED STREET. THE WASHING SHALL BE DONE ON AN AREA COVERED WITH CRUSHED ROCK AND WASH WATER SHALL DRAIN TO A SEDIMENT RETENTION FACILITY OR THROUGH A SILT FENCE. 5. GEOTEXTILE SHALL MEET THE FOLLOWING: GRAB TENSILE STRENGTH 200 SI MIN. GRAB TENSILE LONGATION 30% MAX. MULLEN BURST STRENGTH 400 PSI MIN. AOS 2-45(U.S. STANDARD SIEVE) * USE OF EXISTING PAVEMENT IS PERMISSIBLE UNTIL PAVEMENT FAILS. FEDERAL WAY ESC NOTES: 1. APPROVAL OF THIS EROSION/SEDIMENTATION CONTROL (ESC) PLAN DOES NOT 10. AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED TO CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN (I.E. SIZE ACCUMULATE WITHIN A CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE AND LOCATION OF ROADS, PIPES, RRSTRICTORS, CHANNELS, RETENTION LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL FACILITIES, UTILITIES, ETC.). NOT FLUSH SEDIMENT -LADEN WATER INTO THE DOWNSTREAM SYSTEM. 2. THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, 11. STABILIZED CONSTRUCTION ENTRANCES AND WASH PADS SHALL BE INSTALLED MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE ESC FACILITIES IS THE AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF RESPONSIBILITY OF THE APPLICANT/CONTRACTOR UNTIL ALL CONSTRUCTION IS THE PROJECT. ADDITIONAL MEASURES MAY BE REQUIRED TO INSURE THAT ALL APPROVED. PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. 3. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE 12. WET SEASON REQUIREMENTS AS DESCRIBED IN APPENDIX D, SECTION D.5.2 OF CLEARLY FLAGGED IN THE FIELD PRIOR TO CONSTRUCTION. DURING THE THE KCSWDM ARE IN EFFECT BEGINNING OCTOBER 1 THROUGH APRIL 30. CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE FLAGGED CLEARING 13. ANY PERMANENT RETENTION/DETENTION FACILITY USED AS A TEMPORARY LIMITS SHALL BE PERMITTED. THE FLAGGING SHALL BE MAINTAINED BY THE SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY EROSION CONTROL APPLICANT/CONTRACTOR FOR THE DURATION OF CONSTRUCTION. MEASURES AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE 4. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN PERMANENT FACILITY IS TO FUNCTION ULTIMATELY AS AN INFILTRATION OR CONJUNCTION WITH ALL CLEARING AND GRADING ACTIVITIES, AND IN SUCH A DISPERSION SYSTEM, THE FACILITY SHALL NOT BE USED AS A TEMPORARY MANNER AS TO INSURE THAT SEDIMENT LADEN WATER DOES NOT ENTER THE SETTLING BASIN. NO UNDERGROUND DETENTION TANKS OR VAULTS SHALL BE DRAINAGE SYSTEM OR VIOLATE APPLICABLE WATER STANDARDS. USED AS A TEMPORARY SETTLING BASIN. STANDARD PLAN NOTES 5. THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS 14. WHERE SEEDING FOR TEMPORARY EROSION CONTROL IS REQUIRED, FAST FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE GERMINATING GRASSES SHALL BE APPLIED AT AN APPROPRIATE RATE (I.E. ESC FACILITIES SHALL BE UPGRADED (I.E. ADDITIONAL SUMPS, RELOCATION OF ANNUAL OR PERENNIAL RYE APPLIED AT APPROXIMATELY 80 POUNDS PER ACRE). DITCHES AND SILT FENCES, ETC.) AS NEEDED FOR UNEXPECTED STORM EVENTS. 15. WHERE STRAW MULCH FOR TEMPORARY EROSION CONTROL IS REQUIRED, IT 6. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE SHALL BE APPLIED AT A MINIMUM THICKNESS OF TWO INCHES. APPLICANT/CONTRACTOR AND MAINTAINED AS NECESSARY TO ENSURE THEIR 16. MANAGEMENT PRACTICES PROVIDING SIGNIFICANT TREE PROTECTION SHALL BE CONTINUED FUNCTIONING. PROVIDED PER SECTION 22-1568 (C)(6) (A-G) OF FWRC. 7. ANY AREA STRIPPED OF VEGETATION, INCLUDING ROADWAY EMBANKMENTS, - WHERE NO FURTHER WORK IS ANTICIPATED OR A PERIOD OF 15 DAYS, SHALL BE PERMIT N O. 15 -101 IMMEDIATELY STABILIZED WITH THE APPROVED ESC METHODS (IE. SEEDING, 0 MULCHING, NETTING, EROSION BLANKETS, ETC.) 8. ANY AREA NEEDING ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, O 9. SHALL BE ADDRESSED WITHIN 15 DAYS. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN THE 48 HOURS FOLLOWING A STORM EVENT. Know what's below. APPROVED Call before you dig. nnTr TACOMA • SEATTLE • SPOKANE • TRI-CITIES 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422 TEL 253.383.2572 FAX www.ahbl.com WEB Pro ject Title: FEDERAL WAY BOYS & GIRLS CLUB SYNTHETIC FIELD Client: FEDERAL WAY BOYS & GIRLS CLUB 30815 8th AVENUE SOUTH P.O. BOX 3134 FEDERAL WAY, WASHINGTON 98063-3134 Job No. 2140296.10 Issue Set & Date: BID DOCUMENTS JULY 2, 2015 NOTICE ALTERATION OF THS Domm SHALL INVAI.DAIE THE PROFESSIOM SEAL AM SIGNATURE PUBLICATION OF THS DOCUUMT DOES NOT DEROGATE FROM RESSM OwiERSIBP MGM IN IT. THS DOMOT IS FOR USE ONLY FOR TIE PRQECT DENIM IN THE IRE BLOCK AND IS NOT TO BE USED FOR REPAR REMODEL OR ADDMION TO THAT PROJECT OR FOR ANY OM PROEM A A A Revisions: Sheet Title: TESC NOTES AND DETAILS Designed bX. Drawn bv: Checked by. M. HAGER M. STEWART D. NASON Sheet No. C2mO2 3 of 7 Sheets FEDERAL WAY BOYS GIRLS CLUB SYNTHETIC FIELD A PORTION OF THE SE 1/4 OF THE NW 1/4 OF SEC. 08, TWNm 21 N., RNG. 04 E. W.M. CITY OF FEDERAL WAY, KING COUNTY, WASHINGTON T- �. .r id €08 1 4- "C4�AIN LINK .,,„„.,-"--�.,�•-�.�E.�.,......-��._�.,�.� -� _..._ ...._ __. I p A 8" j10`/2x14`A VC S IE 438.5" FG:441.60--' NW 1�=4-33.36± MATCH EXISTISW N� ' °MS FG: 441.61� 5 4' 0: FRS FG: 441.53 Y OTHER PIPES FG: 441.34- PROTECT EXISTING POWERPOLE GUY WIRE. COORDINATE WITH PSE. ADJUST TO FINISH GRADE IF NECESSARY. DISPERSION FLOWPATH SHOWN FOR REFERENCE EXISTING FENCE SEED & MULCH BANK AND SWALE EXISTING CONCRETE CURB PATH & DITCH NOT TO SCALE N GRAPHIC SCALE 0 10 20 40 1" = 20 FEET LEGEND: FG FINISHED GRADE ELEVATION TW EXISTING TOP OF WALL ELEVATION ASPHALT PAVEMENT 3 C5.01 SYNTHETIC TURF STAMPED ASPHALT -----GB - GRADE BREAK -X- EXISTING MAJOR CONTOUR -XXX- EXISTING MINOR CONTOUR PROPOSED MAJOR XXX CONTOUR XXX PROPOSED MINOR CONTOUR KEY NOTES: 10 PROVIDE CONCRETE PERIMETER CURB. 4 C5.01 O2 PROVIDE (2) ADA ACCESSIBLE PARKING STALLS O3 NOT USED. 12' CMP iµ=44W.1 4 O PROVIDE ADA PARKING SIGN. 6 7 MOUNT ON FENCE. C5.01 C5.01 1-12' CON' 16' DOUBLE WIDE SWING GATE FOR E 448.0�4 5 O EMERGENCY VEHICLE ACCESS. OPROVIDE 5.0' WIDE PATH/STEPS TO FIELDS. OPRESERVE AND PROTECT EXISTING TREE AND WALL. PROVIDE ASPHALT ADA PATH FROM 8TH AVENUE SOUTH TO FIELDS. WIDTH VARIES. L,( LANDINGS TO BE 5'x5' WITH GRADES LESS 5 THAN 2% IN ANY DIRECTION. CLEAR WIDTH SHALL BE A MINIMUM 4'. C5.01 - ENTIRE RAMP SHALL HAVE NO MORE THAN 2% CROSS SLOPE AND NO MORE THAN 5% LONGITUDINAL SLOPE. q , k�C7VL " i�,+ONC 12 O S PEDESTRIAN SWING GATE I 10 PROVIDE EXTRUDED CURB. LEAVE 6' OPENING FOR PEDESTRIAN ACCESS. 811 PROVIDE EXTRUDED CURB 4' FROM EXISTING CURB. GENERAL NOTES: lvaz. ylI "ILIA I WI I H F' -t. ' / ': 3 3.3 4' ( [ \ \ - / 9,127,q64 .8� ( 12" C i.2 1. CONTRACTOR SHALL VERIFY ALL EXISTING AND -`=�,. / / ^' �1=G447.29 /-.449 � I i .27 LE 4 . 0 C� PROPOSED GRADES BEFORE COMMENCING YEI i _ �L/v19 59 I j I j ♦ WORK. CONTACT ENGINEER IF GRADES ARE / / / /� / 65 p . MATCH EXISTING �GRAN .� A � .,j j � F ,� 2104-' 6& , / � � � � BELIEVED TO BE IN ERROR. . :AT PROPERTY LANE rn !' FE: 447.5� � _. _ " 2. IF DEWATERING IS ENCOUNTERED DURING 9 - o `�/- - ®.0 /o /�' I� 71, CONSTRUCTION, CONTRACTOR SHALL CONTACT 0. 9 T / �:7.5 DG: 449 63 - _ t:.v j �.49,/0 G 44 73 I j: i Ji A SOURCE CONTROL REPRESENTATIVE FROM �. , �: THE CITY OF TACOMA AT (253) 591-5588. \_ i I .� .�/ A .� .� �� .� � � \� .� ,� ,\.� � .� � \ � � � � � ,� .� A � � y \� .� � � � `" I � \ _ :. ,' . I �� DEWATERING MAY REQUIRE A SPECIAL FG: 443.52 Li` € ,� \ \ �\ \ I o \ y "' '� I L i APPROVED DISCHARGE PERMIT WHICH WILL BE 1 THE RESPONSIBILITY OF THE CONTRACTOR TO 4 FG: 443.8 [ / d \ f r \ I \ \ J . 1 I OBTAIN AND PAY ALL ASSOCIATED FEES. 'SMI 500.fit 452:� \S/ -4 j .l A \S A a\ S I MAT.CH TING%3 12"" _1 iP_E 6 / \ \ �, f \ ,- '� \ I , # [ .. � 3. REFER TO LANDSCAPE DRAWINGS FOR ALL \ CENTEQ ANNF- ::4 �A �' DISTURBED AREAS OUTSIDE SYNTHETIC FIELDS. \ e I FG: 451.60 DER f / /\ \ \ \ ` ,� G: 452.D` ; `� # . , / 4. ADJUST EXISTING UTILITIES TO FINISHED GRADE. .� / \ \ -V A .v JN 1� bl.& j \N ` AI MATCH EXISTING �. I _,,..2' CONC 1L217�// \ / \ ( \ 10 I I IE=450.69 5. ALL CONSTRUCTION SHALL BE IN ACCORDANCE � 12703 4 / y \ \ t \ S j 12]0 5. j I FG: 44 ,?9 /� I I fG: 415.99 I 1f-TI�- WITH THE CURRENT CITY OF FEDERAL WAY C , _ 2 REGULATIONS, STANDARDS AND STANDARD M I �.� i ( �. DETAILS. . t - � -s Id=450,8 6. ALL CONSTRUCTION SHALL MEET CURRENT 446 - 448 " I APPLICABLE ADA REQUIREMENTS. -- _._ FG: 447.29 - - _." .�.- FG: 447.29 � - _" _. _._. _ - - ,- 24" : � ) �. . I I PERMIT NO. 3 4 0 0 _,....__. _.....,... jE,"„„., R....,....,-- 7. ............... .'.."7P-••i-.. weew www. """"` ,r ads _ _ _ ' C,HA:N ,INK 15 1018 FG: 448.88APN 4, MA J I LAKEFIAVEN UTILITY0 T IC i TW = 451.42 30"F 7 APN 08210 -910FG: 449.73 ; i I \ . TW - 452.57 AiTMAN k MATCH EXISTING GRADE FG: 451.36 12" :( 0 AT PROPERTY LINE MATCH EXISTING IEW451,41 TW = 453.05 I 1 Know What's below. APPROVED Cal before you dig. I'1 A TC' DATE: July 30, 2015 FILENAME: Q:\2014\2140296\10_CIV\CAD\2140296-SH-GRADE.DWG TACOMA • SEATTLE • SPOKANE • TRI-CITIES 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422 TEL 253.383.2572 FAX www.ahbl.com WEB Project Title: FEDERAL WAY BOYS & GIRLS CLUB SYNTHETIC FIELD Client: FEDERAL WAY BOYS & GIRLS CLUB 30815 8th AVENUE SOUTH P.O. BOX 3134 FEDERAL WAY, WASHINGTON 98063-3134 Job No. 2140296.10 Issue Set & Date: BID DOCUMENTS JULY 2, 2015 S �23467 w4 1 Ttv- �IONAL NOTICE ALMRA70 OF THIS DOLtgE11T SHALL INVALIDATE 1HE PROFESSIOK& SEAL AND SCMIURE PUBLICATION OF 7W DOCUMENT DOES NOT DFROOATE FROM RESSM OMIFRSIIP RKAIPS IN IT. IRIS DWAIENT IS FOR USE ONLY FOR THE PROJECT OD FED IN THE ITLE BLOCK AND IS NOT TO BE USED FOR REPAIR, REMODEL. OR AMMON TO THAT PROJECT OR FOR ANY OTHER PROJECT. A A A A Revisions: Sheet Title: GRADING AND PAVING PLAN Designed by, Drawn bv: Checked bv: M. HAGER M. STEWART D. NASON Sheet No. C3mOl 4 of 7 Sheets FEDERAL WAY BOYS GIRLS CLUB SYNTHETIC FIELD A PORTION OF THE SE 1/4 OF THE NW 1/4 OF SEC. 08, TWNx 21 N., RNG. 04 E. W.M. CITY OF FEDERAL WAY, KING COUNTY, WASHINGTON A1PN 082104- 005 6' CHAIN r 0"A BOX t (TY) 2 x - XA _. x C04`i AINER ( { ( 20 C 20"C i 38t A °'C� t 1CF'C' r----- 22C / ✓ 1 ..,,... CW _ "C 10"/2x" 4"A - 2.21C' fC4 I 18'F/20"CVO ___ l 811C 1 "A " / 8"C f .,� z3" A - \" 10"C 2x1"C BFt r 8"A ,FC 12"C 4"A -1 C" A I - '� %� 2% \� 1 AF 2"A"Cif N = \ PROVIDE SOLID LOCKING j LID FOR EX CATCHBASIN 16"A �F 22"C) 8'A F I=, " 14 "C 1 I O"C .2A y C131, TYPE 1 CB �. 4 LEVEL NOTCHBbARI ... RIM: 440.75 20'>C, _. -- A '' P 5.02 OUTLET SAT 444.63 E: 437.88 12 S x ~' /AH L 103 8" , 8"C ----, ( ) 6 > NA1 ANC sI- ER 1 � 10"A N:122333 8 2FF `ram F l 4"A t LEVEL OUT T 5 58,3 € 711 ELEV. = 440.90 C.5.02 V 2C'C£ r j ( REPAIR FENCE INSTALL NEW AS REQ'D " 1 -FENCE AS �0"8"C 32"t; �38.91 3, 36± :R S 'ISE S PIPE`_ CB2, TYPE 1 CB RIM: 441.36 IE: 438.60 12" (N) IE: 438.60 8" (SE) C133, TYPE 1 CB RIM: 447.29 IE: 442.54 8" (NW) IE: 442.54 8" (S) IE: 442.54 8" (E) IE: 442.46 6" (S 7 LF 6" CPEP @ -2.00% IE: 442.60 6" Co IE: 444.64 8,.(N) IE: 444.64 8" (E) I ,..... / 58 LP 8" PL� . CO IE: 445.80 8" (W) IE: 445.80 8" (E) DATE: August 7, 2015 FILENAME: Q:\2014\2140296\10-CIV\CAD\2140296-SH-STM-UTIL.DWG LAILEHAVEN U E ILI R- i IT11 ITV r'_Rn_qSINC-n NCiTFS- U I ILI IT Ur%UJJIIVh ?F I I Ur J 1 URRvR •fov.VG BOTTOM STORM 438.62 TOP WATER 438.5 BOTTOM WATER 437.83 UTILITY CROSSING #2 TOP STORM 443.67 BOTTOM STORM 442.67 TOP WATER 442.1 BOTTOM WATER 441.43 *CONTRACTOR SHALL POTHOLE AND SURVEY THE WATER MAIN ELEVATION PRIOR TO INSTALLING STORM LINE. NOTIFY ENGINEER IF DISCREPANCY EXISTS. N GRAPHIC SCALE 0 10 20 40 1" = 20 FEET GENERAL NOTES: 1. BARE GALVANIZED METAL SHALL NOT BE USED FOR MATERIALS THAT CONVEY STORMWATER, SUCH AS ROOFS, CANOPIES, SIDING, GUTTERS, DOWNSPOUTS, ROOF DRAINS AND PIPES. ANY GALVANIZED MATERIALS SHALL INERT, NON -LEACHABLE FINISH, SUCH AS BAKED ENAMEL, FLUOROCARBON PAINT (SUCH AS KYNAR OR HYLAR), FACTORY -APPLIED EPDXY, PURE ALUMINUM, OR ASPHALT COATING. ACRYLIC PAINT, POLYESTER PAIN, FIELD APPLIED, OR PART ZINC (SUCH AS GALVALUME) COATINGS ARE NOT ACCESSIBLE. 2. SEE RELEVANT FEDERAL WAY STANDARD DRAINAGE NOTES BELOW 3. PROVIDE PIPE BEDDING AND TRENCH BACKFILL PER DETAIL 1 ON SHEET C5.01. 4. PROVIDE STORM DRAINAGE CLEANOUT PER DETAIL 3 ON SHEET C5.02. 5. PROVIDE POSITIVE DRAINAGE OF SURROUNDING LANDSCAPE AREAS. I -12" CONCI .., t IE=446 7e 6. PROVIDE TYPE 1 CATCH BASIN PER CITY OF FEDERAL (. WAY STD. DETAIL 4-1. 2" IAlz�.. I: ' ' E-446.42 _ LEGEND: API 082104- 09 I . RATHJE ; STORM CATCH BASIN CMIP - 2x6"A 12 III ! IE= 46.91 STORM CLEANOUT C5.02 IF: =a.ts9 % A. - < I / �"~28' I / 12" 1. :) ( FLOW DIRECTION / IE- 4,47.07 � 12" CONC I : iE-443.0E STORM LINE D } CB6, CB TYPE 1 28 i I 1 LLI f DRAINAGE SWALE x / ATRIM #4T.15FLATDRAIN- - - - - - - - - - - - 1 E 445 01 r .... Z C5.0� RSERVICE-FOR jl' FIELD EDGE DRAIN TO 2 .. W NOTCHBOARD �^ - O�RDINAT WITH' -� > � y� 1 L_F 6-@-6.9E°�a`� _ � � � I I �� _ ( j r DISPERSAL TRENCH C5.02 UNDNERGY PSE FIELD EDGE DRAIN TO 2 IE:444.258"(6) I I. ; it DISPERSAL TRENCH C5.02 i " 9 00 IE: 444.25 8 (>IIV) \l , IE:444.256"(N) NOTCHBOARD 4 BRIO . ,CAL 3CY. OI: DISPERSAL TRENCH C5.02 DISPERSAL TRENCH I 12" CON( C5.02 IE=448,2+ �( FW DRAINAGE NOTES: 1. PROOF OF LIABILITY INSURANCE SHALL BE SUBMITTED TO THE CITY PRIOR TO THE PRECONSTRUCTION MEETING. - k I 2. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A I\t(OU ED I y PROPERLY PREPARED FOUNDATION IN ACCORDANCE IGITS, .. WITH WSDOT 7-02.3(1). THIS SHALL INCLUDE LEVELING EIWITH- / AND COMPACTING THE TRENCH BOTTOM, THE TOP OF DRAWINGS. / 1 12 CONC FOUNDATION MATERIAL, AND REQUIRED PIPE BEDDING / ,UTILI E OLD 1bV T ., „ / I`E--449.2 TO A UNIFORM GRADE SO THAT THE ENTIRE PIPE IS ER CE FOR - / � /'' (� R I SUPPORTED BY A UNIFORMLY DENSE UNYIELDING BASE. / 3. ALL DRAINAGE STRUCTURES, SUCH AS CATCH BASINS AND MANHOLES, NOT LOCATED WITHIN A TRAVELED o ( ~� I I ,' ~� ROADWAY OR SIDEWALK SHALL HAVE SOLID LOCKING "e j r I ,� I � j �;I LIDS. ALL DRAINAGE STRUCTURES ASSOCIATED WITH A ° PERMANENT RETENTION/DETENTION FACILITY SHALL HAVE SOLID LOCKING LIDS. bo \ 1 ; ;`; I 4. ALL CATCH BASIN GRATES SHALL CONFORM TO CFW DRAWING NUMBERS 4-1, 4-2, 4-3, 4-4 OR 4-5. 0 I - 5. ALL DRIVEWAY CULVERTS LOCATED WITHIN THE / E-= 4-- \ \ a _ RIGHT-OF-WAY SHALL BE OF SUFFICIENT LENGTH TO \� I5; .RI 4 PROVIDE A MINIMUM 3:1 SLOPE FROM THE EDGE OF THE I N-S,. s P \ I 6: DRIVEWAY TO THE BOTTOM OF THE DITCH. CULVERTS . CENTER �HAN1� � SHALL HAVE BEVELED END SECTIONS TO MATCH THE SIDE LA7i3 o SLOPES. f _N\ 6. ROCK FOR EROSION PROTECTION OF DITCHES, CHANNELS ( 12" CC,NC AND SWALES, WHERE REQUIRED, MUST BE OF SOUND IE=>0.5 QUARRY ROCK, PLACED TO A DEPTH OF ONE FOOT AND I. MUST MEET THE FOLLOWING SPECIFICATIONS: 4"-8" \ r I: ROCK/40%-70% PASSING; 2"-4" ROCK/30%-40% PASSING, -\ ---- - I I :2 `CCiNC AND 2" ROCK/10% 20% PASSING INSTALLATION SHALL BE _._ \ k \ l 4C1.81 - - \ 12== CA AND DE66MlMtSION _ IN ACCORDANCE WITH KCRS DRAWING NUMBER 51 OR AS IE=45_-M / ( GABS LINE PEk PSE 1AMENDED BY THE APPROVED PLANS. RECYCLED ASPHALT ROE UIRE� E TS OR CONCRETE RUBBLE SHALL NOT BE USED. 2FFE�� I �I I / € , i PERMIT NO. 15-101834-00 III � � �� 0 'f2x4II'A _[� �- IE: 444.78 8" (O 30 F APN H 8210E-9105 MAN IE: 444.78 8" (W) 12" IP (�F � I I. ,€ i APPROVED I; a 1� ! Know what's below. Call before you dig. fl ATC TACOMA - SEATTLE - SPOKANE - TRI-CITIES 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422 TEL 253.383.2572 FAX www.ahbl.com WEB Project Title: FEDERAL WAY BOYS & GIRLS CLUB SYNTHETIC FIELD Client: FEDERAL WAY BOYS & GIRLS CLUB 30815 8th AVENUE SOUTH P.O. BOX 3134 FEDERAL WAY, WASHINGTON 98063-3134 Job No. 2140296.10 Issue Set & Date: BID DOCUMENTS JULY 2, 2015 �Ql"A� pF TrASg� C 2346I _V S I0 All N0110E ALTERATION OF THIS DOMMENT SHALL INVALIDATE THE PROFESS ONAL SEAL AND SIGNATURE PRDRICATION OF THIS DWAVIT DOES NOT DEROGATE FROM RESERVED ONNERSIIP RIGHTS R R. Res DOCUMENT IS FOR USE ONLY FOR THE PROM IDENTIFED IN THE TITLE EI M AND IS NOT M BE USED FOR REPAR. M100 L OR AMTION M THAT M ECT OR FOR ANY OTHER PROJECT. /T\ /3\ A A Revisions: Sheet Title: STORM DRAINAGE AND UTILITIES PLAN Designed by. Drawn bv. Checked bX. M. HAGER M. STEWART D. NASON Sheet No. 4mOl 5 of 7 Sheets FEDERAL WAY BOYS GIRLS CLUB SYNTHETIC FIELD A PORTION OF THE SE 1/4 OF THE NW 1/4 OF SEC. 08, TWNm 21 N., RNG. 04 E. W.M. CITY OF FEDERAL WAY, KING COUNTY, WASHINGTON 16' END GATE OR RIGID FLEXIBLE v le CORNER POSTS (DI, CONC) (CPEP, CMP, PVC) BUILDING OR PAVEMENT a a SUBGRADE ELEVATION BACKFILL UTILITY TRENCHES WITHIN BUILDING AREAS AND PAVED AREAS WITH BANK NATIVRUN GRAVEL RSPECIFICATIONS. E STRUCTURAL MAY BE IF IT MEETS THE REQUIREMENTS FOR IMPORTED STRUCTURAL FILL AND COMPACTION CAN BE ACHIEVED AS \ \ \ APPROVED BY THE GEOTECHNICAL \\ 6" ENGINEER. TRENCH BACKFILL IN UNPAVED AREAS WITH ONSITE STRUCTURAL FILL OR GRAVEL \\\ OD BACKFILL FOR PIPE BEDDING. 0.5 x ODI II I_ 6 MIN PIPE BEDDING PER W.S.D.O.T. 9-03.12(3), 95°/D COMPACTION PIPE AS SPECIFIED ON PLAN OR SPECS ID+30" TRENCH BEDDING AND BACKFILL NOT TO SCALE 10" 2-1/2" 5" 2-1/2" 1-1/2" R (TYP) DEPTH OF °':'... •.. y `' THRU JOINT ., ;• d. i. r . • CC) 1" R (TYP) ' a . + ' • , .:_ ; : NOTE: 4 .: THE ADHESIVE SHALL MEET THE REQUIREMENTS OF SECTION 9-26.1 FOR TYPE -II EPDXY EXTRUDED CURB ADHESIVE, SEE NOTE BONDING AGENT NOT TO SCALE HMA CLASS XF PG64-22 PER WSDOT 9-03.8(6) AND 5-04 CRUSHED SURFACING BASE COURSE PER WSDOT 9-03.9(3) STABILIZED SUBGRADE NOTES: 1. DEPTHS INDICATED ARE COMPACTED THICKNESS. 2. ALL ASPHALT BASE COURSES (INCLUDING SUBGRADE) SHALL BE COMPACTED TO A FIRM AND UNYIELDING STATE AND SHALL BE APPROVED BY THE CITY ENGINEER. 3. COORDINATE HMA COMPACTION REQUIREMENTS WITH CITY ENGINEER. ASPHALT PAVEMENT SECTION C\ �- TOP HINGE PVC COATED FABRIC (180° SWING) RIC BAND -•o GATE POST NOTE: REFER TO SPECIFICATIONS FOR ADDITIONAL q zo o INFORMATION. zo CHAIN LINK FENCE DETAIL NOT TO SCALE 6" 1 7" 1 R7-801 WHITE ON BLUE BACKGROUND 3" WIDE PAINT STRIP TRAFFIC LINE WHITE NOTES: 1. CONCRETE FOOTING SHALL BE 1'0 x 2' DEEP WITH TOP OF FOOTING 3" BELOW � _� FINISHED GRADE. PROVIDE SYMBOL IN ALL ADA ACCESSIBLE PARKING STALLS ADA MOUNTED SIGN AND MARK - I V NOT TO SCALE co R7-801 12/08 CEMENT CONCRETE PERIMETER CURB NOT TO SCALE DATE: July 30, 2015 FILENAME: Q:\2014\2140296\10_CIV\CAD\2140296-SH-DETAILS.DWG VARIES STANDARD GATE HINGE PVC COATED FABRIC 5-1/4" x 3/4" BANDS AND STRETCHER BAR AT END AND CORNER POSTS 1 /4"x 3/4" FLAT STRETCHER GATE FRAME 2" O.D. NOMINAL PIPE SIZE TYP FINISH GRADE I` °II II a 12" CONCRETE FOOTING NOTES: MI . 1. REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION. PEDESTRIAN GATE STANDARD LATCH WITH KEYE LOCK TRUSS ' ROD 1 /2" = 1'-0" P-2013-0241-08 bU I I UM KAIL )x / '. i r I° NOTE: ET ; Lei REFER TO Lei LJ L.I SPECIFICATIONS LJ 10'-0" MAXIMUM FOR ADDITIONAL INFORMATION 3/4" = 1'-0" 0 z 0 LO PROPOSED GRADE ING DETAIL ACCESSIBILITY PARKING SIGN NOT TO SCALE j D L u P-2013-0241-16 DIMENSIONS (INCHES) A B C D E F G H J 12 18 3/8 3/8 12 1 /2 2C 1 2 9 1 1 /2 COLORS LEGEND & BORDER — WHITE (REFL) SYMBOL — WHITE (REFL) BACKGROUND — BLUE (REFL) TACOMA • SEATTLE - SPOKANE - TRI-CITIES 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422 TEL 253.383.2572 FAX www.ahbl.com WEB Project Title: FEDERAL WAY BOYS & GIRLS CLUB SYNTHETIC FIELD Client: FEDERAL WAY BOYS & GIRLS CLUB 30815 8th AVENUE SOUTH P.O. BOX 3134 FEDERAL WAY, WASHINGTON 98063-3134 Job No. 2140296.10 Issue Set & Date: BID DOCUMENTS JULY 2, 2015 00*"o w. y ' LONA 7E�''G% I1 I1� NOTICE ALTERATION OF THS DOawa SHALL INVALIDATE THE PROFESSIONAL SEAL AND SIGNATURE PUBLICATION OF THIS DOCUIEIiT DOES NOT DEROGATE FROM RESERVED OFNERSHIP RIGTiTS R R. 1H5 DOCUMENT IS FOR USE ONLY FOR THE PROJECT IDENTIFIED IN THE TITLE Li M AND IS NOT TO BE USED FOR REPAIR, REMODEL. OR ADDITION TO THAT PROJECT OR FOR ANY OTHER PROJECT. A A A L. '. 1 Revisions: Sheet Title: NOTES AND DETAILS Designed by. Drawn by Checked b4. M. HAGER M. STEWART D. NASON Sheet No. C5mOl 6 of 7 Sheets FEDERAL WAY BOYS GIRLS CLUB SYNTHETIC FIELD A PORTION OF THE SE 1/4 OF THE NW 1/4 OF SEC. 08, TWNm 21 N., RNG. 04 E. W.M. CITY OF FEDERAL WAY, KING COUNTY, WASHINGTON NOTE: 1. REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION. 2" DEPTH OF SYNTHETIC TURF. — 3/4" E-LAYER A— 2" OF TOP STONE 4" BASE STONE MIRAFI 140 NON -WOVEN GEOTEXTILE, OR EQUIVALENT F LAT �IRI D�11 1 NOT TO SCALE 2X4 PLASTIC LUMBER SECURED W/ CONCRETE ANCHORS AT 2' O.C. 2" DEPTH SYNTHETIC TURF HOLD TOP 1/2" ABOVE THE PERIMETER CURB AND INFILL 1 1/2" WITH SAND/RUBBER 3/4" E-LAYER EXTEND FLAT DRAIN INTO DRAINAGE ENVELOP TO WITHIN A FEW INCHES OF CHAINLINK C5 01 DRAINAGE PIPE. LEAVE FENCE END OPEN AND COVER WITH STONE. 2" TOP STONE 0" 1"X12" FLAT DRAINS AT 15' ON CENTER, ENSURE POSITIVE DRAINAGE TO ,J ]III = COLLECTOR DRAIN U CONC. 4 I i 4" BASE STONE 1 PERIMETER C5.01 N I � � SUBGRADE CURB COMPACTED 95% MIRAFI 140 NON -WOVEN PEA GRAVEL 18"! GEOTEXTILE FABRIC LINING NOTE: THE TRENCH AND UNDER 1. REFER TO SPECIFICATIONS 5"-0" STONE BASE FOR ADDITIONAL INFORMATION. TRANS 8" PERFORATED COLLECTOR DRAIN FIELD EDGE DRAIN NOT TO SCALE 8„ SYNTHETIC TURF GLUED TO LID z SQUARE LID WELDED TO ROUND PIPE (EXT. DIA. OF PIPE g1/8" LESS THAN THE INTERIOR DIA. OF CLEANOUT RISER) SEE DETAIL OF LID �7r i �f 6"0 � SYNTHETIC TURF SURFACE SYNTHETIC TURF NAILED TO COLLAR COLLAR MADE FROM RECYCLED PLASTIC 2X4 NAILERS, SEAL SPACE BETWEEN COLLAR AND PIPE WITH EPDXY OR CAULKING SEE DETAIL OF COLLAR SDR 32.5 SOLID WALL HDPE CLEANOUT COLLECTOR DRAIN ALUMINUM PLATE, 8" X 8" 8 GAUGE (MIN.) 8 FIELDTURF GLUED DIRECTLY TO PLATE CLEANOUT IN SYNTHETIC TURF FIELD NOT TO SCALE DATE: July 30, 2015 FILENAME: Q:\2014\2140296\10_CIV\CAD\2140296-SH-DETAILS.DWG DETAIL OF LID WELD PLATE OT HOLLOW PIPE ALUMINUM PIPE OUTER DIA. 6" 12 GAUGE (MIN.) FILL GAP WITH EPDXY OR CAULKING 6" DIA. CLEANOUT COLLAR MADE FROM RECYCLED PLASTIC 2X4'S DETAIL OF COLLAR (TOP VIEW) NO notched - .s-. , 18,0;0.c 2"12" pressure treated grade board ,4" X [_­­ #pe 0,U flow to e _ pond ITT TrT = I end p or plug dispersal -clean out Faye from pips if esssry .-min 6" perforated pipe laid type`l C8 w1solid cover (locking) type ' i C A _ i A w/solid cover influent pipe (max design 73 flow <0,5 CFS per trench) c4ean out Wye } from pipe flow to other branching CB"s as necessary PLAN NTS ,pipe O.D ".. t " Hn In� .•g I&,OC. m ...., }p.. board notches s r# IIT 6" perfc r d a: pipe, lain flatNOT post c1e n ( fines) 1- This trench shall be constructed to - 4" 1 1Z Washed rack prevent point discharge andlbr erosion. , Trenches may be placed no closer i than 50 feet to one another, (100 feet along,flowline), filter fabric`', , Trench and grade board must b level, Align to follow contours of *16% mac for flow SECTION A -A sire` controltwater quality 4. Support post spacing as required by treatment in rural areas. NTS soil co ndill ns to ensure grade board remains level. NOTCHBOARD DISPERSAL TRENCH NOT TO SCALE 0 a level outlet ?, v 0 4 7 xr min ' `� D ; 'v , d 4" ' C ;a perf pipe to �' 1112" - 314" washed rock TRENCH X-SECTION NTS DISPERSAL TRENCH NOT TO SCALE Know what's below. Call before you dig. TACOMA • SEATTLE • SPOKANE • TRI-CITIES 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422 TEL 253.383.2572 FAX www.ahbl.com WEB Project Title: FEDERAL WAY BOYS & GIRLS CLUB SYNTHETIC FIELD Client: FEDERAL WAY BOYS & GIRLS CLUB 30815 8th AVENUE SOUTH P.O. BOX 3134 FEDERAL WAY, WASHINGTON 98063-3134 Job No. 2140296.10 Issue Set & Date: BID DOCUMENTS JULY 2, 2015 WA 3g j `Y W 0 40467Eo � �sS10NAL E��l I1 I1�J NOTICE ALIERATIM OF THIS DOME R SHALL INVALIDATE THE PRUM04AL SEAL AND SIGNATURE. RMUCATION OF THIS DOCUf DDT DOES NOT DEROGATE FROM RESERVr7I OVMW RIGHTS IN Nr. THIS DOC MXT IS FOR USE ONLY FOR THE PRD,ECT MOM IT THE TITLE BLM AND IS NOT TO HE USED FOR REPAR, REMODEL. OR ADDITION TO THAT PRO,ECT OR FOR ANY OTHER PRO,ECT. /4\ L�\ A Revisions: Sheet Title: NOTES AND DETAILS Designed by. Drawn bv: Checked by. M. HAGER M. STEWART D. NASON Sheet No. C5mO2 7 of 7 Sheets FEDERAL WAY BOYS GIRLS CLUB SYNTHETIC FIELD A PORTION OF THE SE 1/4 OF THE NW 1/4 OF SEC. 08, TWNm 21 N., RNG. 04 E. W.M. CITY OF FEDERAL WAY. KING COUNTY. WASHINGTON i , L . _ _ _EXISTING ........................................... �. S88° 48' 09"E - 9 � f ............,�._..,�._. 598.25' i� S1 ° 20' 27"W- .,,.• _ _ a z 1 �, 150.00 N8852' 14"W - LO _ 4.1 6_> Z $ 3 I NA !s EXtS N ETt'4RE PARK Nrm- ARE l MIr` i 15Q,Q � Iti • 3 ---.• ETE€ ....__eW..... ._,W....,.,... .. ..�.wMwM£�m.wL� �w _ � YY ��-----"__,... 3 } w PEDESTRIAN WALKWAY NEW EXTRUDED CURB 4' OFF OF 1 __ � FN I� � YICTI(; DI DV ARFA ('I IRR/FFN(:F ..... . C � I SOUTH 308th ST. =1 Lo N GRAPHIC SCALE 0 25 50 100 509 1" = 50 FEET SITE LOCATION FEDERAL WAY BOYS AND GIRLS CLUB 30815 8th AVENUE SOUTH FEDERAL WAY, WA 98053 TAX PARCEL #:0821049058, 0821049268, 0821049119 SITE AREAS TOTAL SITE AREA TOTAL EXISTING IMPERVIOUS AREA NEW/REPLACED IMPERVIOUS AREA NEW POLLUTION GENERATING IMPERVIOUS AREA NEW EFFECTIVE IMPERVIOUS AREA OWNER FEDERAL WAY BOYS AND GIRLS CLUB 30815 8th AVENUE SOUTH P.O. BOX 3134 FEDERAL WAY, WA 98053 CIVIL ENGINEER CITY OF FEDERAL WAY GENERAL NOTES 1 TACOMA, WA 98403 PH: 253.383.242222 1 3.2572 OF FEDERAL WAY N SHALL BE IN ACCORDANCE REGULATIONS, EGULATIONS, STANDARDS ANDTH THE CURRENT CITY AGGREGATES STANDARD DETAILS. 3/8 NCH MINUS AND CONCRETE ASSOCIATION. THE AGGREGATE WILL BE CITY O F FEDERAL WAY CONTACT$ AVID FOLLANSBEE, PLS 2. ALL CONSTRUCTION SHALL MEET CURRENT APPLICABLE ADA 15. ALL ROADWAY SUBGRADE SHALL BE BACKFILLED AND COMPACTED TO INSPECTIONS EMAIL: dfollansbee@ahbl.com REQUIREMENTS. 95% DENSITY IN ACCORDANCE WITH WSDOT 2-06.3. PH' 253 835 2700 3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE FEDERAL WAY 16. OPEN CUTTING OF EXISTING ROADWAYS IS NOT ALLOWED UNLESS REVISED CODE (FWR.C), APPLICABLE ORDINANCES, AND THE CITY SPECIFICALLY APPROVED BY THE PUBLIC WORKS DIRECTOR AND NOTED TOPOGRAPHIC NOTE COUNCIL CONDITIONS OF PROJECT APPROVAL. THESE DOCUMENTS ARE ON THESE APPROVED PLANS. ANY OPEN CUT SHALL BE RESTORED IN SUPPLEMENTED BY THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, ACCORDANCE WITH KCRS 8.03(B) 3. AND MUNICIPAL CONSTRUCTION (WSDOT/APWA), THE KING COUNTY 17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE THE EXISTING CULTURAL AND TOPOGRAPHIC DATA SHOWN ON THESE DRAWINGS HAS BEEN PREPARED, IN ROAD STANDARDS (KCRS), AND THE KING COUNTY SURFACE WATER SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, PART, BASED UPON INFORMATION FURNISHED BY DESIGN MANUAL (KCSWDM). IT SHALL BE THE SOLE RESPONSIBILITY OF THE APPLICANT AND THE PROFESSIONAL ENGINEER TO CORRECT ANY AND ANY OTHER NEEDED ACTIONS TO PROTECT LIFE, HEALTH, AND OTHERS. WHILE THIS INFORMATION IS BELIEVED TO BE ERROR, OMISSION, OR VARIATION FROM THE ABOVE REQUIREMENTS SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION RELIABLE, AHBL CANNOT ENSURE ACCURACY AND THUS FOUND IN THESE PLANS. ALL CORRECTIONS SHALL BE AT NO ADDITIONAL WITH THE PERFORMANCE OF WORK COVERED BY THE CONTRACTOR. IS NOT RESPONSIBLE FOR THE ACCURACY OF THAT COST OR LIABILITY TO THE CITY OF FEDERAL WAY. ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT INFORMATION OR FOR ANY ERRORS OR OMISSIONS NORMAL TRAFFIC FLOW SHALL REQUIRE AT LEAST ONE FLAGGER FOR WHICH MAY HAVE BEEN INCORPORATED INTO THESE 4. THE DESIGN ELEMENTS WITHIN THESE PLANS HAVE BEEN REVIEWED EACH LANE OF TRAFFIC AFFECTED. ALL SECTIONS OF THE WSDOT DRAWINGS AS A RESULT. ACCORDING TO THE FEDERAL WAY ENGINEERING REVIEW CHECKLIST. STANDARD SPECIFICATIONS 1-07.23 - TRAFFIC CONTROL, SHALL APPLY. SOME ELEMENTS MAY HAVE BEEN OVERLOOKED OR MISSED BY THE CITY18. CONTRACTOR SHALL PROVIDE AND INSTALL ALL REGULATORY AND ENGINEERING PLAN REVIEWER. ANY VARIANCE FROM ADOPTED APPROVED BY WARNING SIGNS PER THE LATEST EDITION OF MANUAL ON UNIFORM AUTOCAD NOTE STANDARDS IS NOT ALLOWED UNLESS SPECIFICALLY THE TRAFFIC CONTROL DEVICES (MUTCD). CITY OF FEDERAL WAY, PRIOR TO CONSTRUCTION. 19. ALL UTILITIES SHALL BE ADJUSTED TO FINAL GRADE AFTER PAVING AN AUTOCAD DRAWING FILE IS AVAILABLE TO ASSIST 5. APPROVAL OF THIS ROAD, GRADING, AND DRAINAGE PLAN DOES NOT ASPHALT WEARING COURSE. WITH SITE LAYOUT. ELECTRONIC FILES ARE PROVIDED CONSTITUTE AN APPROVAL OF ANY OTHER CONSTRUCTION (I.E. FOR CONTRACTOR'S CONVENIENCE AND SHALL NOT DOMESTIC WATER CONVEYANCE, SEWER CONVEYANCE, GAS, 20. ROCKERIES ARE CONSIDERED TO BE A METHOD OF BANK STABILIZATION REPLACE NOR BE USED TO SUBSTITUTE THE CONTRACT ELECTRICITY, ETC.) AND EROSION ONLY. ROCKERIES SHALL NOT BE CONSTRUCTED TO DOCUMENTS. THE CONTRACTOR IS RESPONSIBLE FOR 6. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY, A SERVE AS RETAINING WALLS. ALL ROCKERIES SHALL BE CONSTRUCTED PROJECT LAYOUT ACCORDING TO CONTRACT PRECONSTRUCTION MEETING MUST BE HELD BETWEEN THE CITY OF IN ACCORDANCE WITH CFW DRAWING NUMBERS 3-22, 323. ROCKERIES DOCUMENTS AND COST FOR ELECTRONIC AUTOCAD MAY NOT EXCEED SIX FEET IN HEIGHT FOR CUT SECTIONS OR FOUR FEET FILES. FEDERAL WAY, THE APPLICANT, AND THE APPLICANT'S CONSTRUCTION IN HEIGHT FOR FILL SECTIONS UNLESS DESIGNED BY A GEOTECHNICAL REPRESENTATIVE. OR STRUCTURAL ENGINEER LICENSED IN THE STATE OF WASHINGTON. 7. A SIGNED COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE VERTICAL DATUM WHENEVER CONSTRUCTION IS IN PROGRESS. 21. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CURRENT CITY NGVD 29 8. CONSTRUCTION NOISE AND ACTIVITY (ON PRIVATE PROPERTY) SHALL BE OF FEDERAL WAY REGULATIONS, STANDARDS AND STANDARD DETAILS. FEDERAL WAY VERTICAL BENCHMARK 2200-01 LIMITED AS PER FWRC (SECTION 19.105.040); NORMALLY THIS IS 7:00 A.M. LIMITEDASP.MPERFWR .105.0IDAY, OR9:0IS I 22. ALL CONSTRUCTION SHALL MEET CURRENT APPLICABLE ADA MONUMENT IN CASE AT INTERSECTION OF 1ST AVE S & TO 8:0THROUGH F AND A.M. TO P.M.:0ON REQUIREMENTS. S 312TH ST. SATURDAYS. PUBLISHED ELEVATION: 357.20' 9. CONSTRUCTION ACTIVITY WITHIN CITY RIGHTS -OF -WAY SHALL BE LIMITED TRENCH NOTE TO THE HOURS OF 8:30 AM TO 3:00 PM. BASIS OF BEARING 10. IT SHALL BE THE APPLICANT'S/CONTRACTOR'S RESPONSIBILITY TO IF WORKERS ENTER ANY TRENCH OR OTHER EXCAVATION FOUR OR WASHINGTON STATE PLANE COORDINATE SYSTEM, NORTH OBTAIN ALL CONSTRUCTION EASEMENTS NECESSARY BEFORE INITIATING MORE FEET IN DEPTH THAT DOES NOT MEET THE OPEN PIT OFF -SITE WORK WITHIN THE ROAD RIGHT-OF-WAY. REQUIREMENTS OF WSDOT SECTION 2-09.3(3)B, IT SHALL BE SHORED ZONE CITY OF FEDERAL WAY HORIZONTAL CONTROL 11. FRANCHISED UTILITIES OF OTHER INSTALLATIONS THAT ARE NOT SHOWN AND CRIBBED. THE CONTRACTOR ALONE SHALL BE RESPONSIBLE HOLDING COUNTY MONUMENT NUMBERS 101 AND 114. ON THESE APPROVED PLANS SHALL NOT BE CONSTRUCTED UNLESS AN FOR WORKER SAFETY AND AHBL ASSUMES NO RESPONSIBILITY. ALL APPROVED SET OF PLANS THAT MEET ALL CITY REQUIREMENTS AND THE TRENCH SAFETY SYSTEMS SHALL MEET THE REQUIREMENTS OF THE POINT NO.101 REQUIREMENTS OF KCRS CHAPTER 8 ARE SUBMITTED TO THE CITY OF WASHINGTON INDUSTRIAL SAFETY AND HEALTH ACT, CHAPTER 49.17 N=118543.73 FEDERAL WAY AT LEAST THREE DAYS PRIOR TO CONSTRUCTION. RCW. CHAPTER 49.17 RCW. E=1270807.93 12. VERTICAL DATUM SHALL BE KCAS OR NGVD-29. UTILITY NOTE AT THE INTERSECTION OF SW 320TH ST W/ 8TH AVE S 13. GROUNDWATER SYSTEM CONSTRUCTION SHALL BE WITHIN A RIGHT-OF-WAY OR APPROPRIATE DRAINAGE EASEMENTS, BUT NOT THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE POINT NO.114 UNDERNEATH THE ROADWAY SECTION. ALL GROUNDWATER SYSTEMS APPROXIMATE ONLY AND HAVE NOT BEEN INDEPENDENTLY N=121233.37 MUST BE CONSTRUCTED IN ACCORDANCE WITH THE WSDOT/APWA VERIFIED BY THE OWNER OR ITS REPRESENTATIVE. THE E=1268065.08 STANDARD SPECIFICATIONS. CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL AT THE INTERSECTION OF 1ST AVE S W/ 14. ALL UTILITY TRENCHES IN THE RIGHT-OF-WAY SHALL BE BACKFILLED 5/8" EXISTING UTILITIES BEFORE COMMENCING WORK AND AGREES TO S 312TH ST. CRUSHED ROCK AND COMPACTED TO 95% DENSITY. WHEN TRENCH BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES THAT HAPPEN WIDTH IS 18 INCHES OR LESS, AND IS WITHIN THE TRAVELED WAY, DUE TO THE CONTRACTOR'S FAILURE TO LOCATE EXACTLY AND HELD A LINE BETWEEN FOUND MONUMENTS AT THE TRENCH WILL BE BACKFILLED WITH CONTROL DENSITY FILL PRESERVE ANY AND ALL UNDERGROUND UTILITIES. AHBL ASSUMES INTERSECTIONS OF 1 ST AVE S WITH S 312TH ST AND 1 ST (SELF -COMPACTED FLOWABLE FILL) AS DEFINED BY WASHINGTON NO LIABILITY FOR THE LOCATION OF UNDERGROUND UTILITIES. AVE S AND S 320TH ST. SAID LINE BEARS NORTH 01004'42" EAST. DATE: August 7, 2015 FILENAME: Q:\2014\2140296\10_CIV\CAD\2140296-SH-COVER.DWG S 304TH PL U) S 305TH ST --- U) a w < 0 M U, N ; S 308TH ST �C • 183,800 SF (4.22 AC) I 45,000 SF (1.03 AC) SIT E 1,650 SF 1,030 SF S 312TH ST 8,937 SF (� o Nn U) a a F- m VICINITY MAP CONSTRUCTION SEQUENCE 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY, A PRECONSTRUCTION MEETING MUST BE HELD BETWEEN THE CITY OF FEDERAL WAY, THE APPLICANT AND APPLICANTS CONSTRUCTION REPRESENTATIVE. 2. FLAG CLEARING LIMITS. 3. INSTALL STABILIZED CONSTRUCTION ENTRANCE. 4. INSTALL FILTER FABRIC FENCE AS INDICATED ON PLAN. 5. INSTALL ONSITE AND OFFSITE CATCH BASIN PROTECTION. 6. INSTALL SEDIMENT TRAP. 7. DEMOLISH EXISTING BUILDING AND LANDSCAPING. 8. CLEAR AND GRUB AREAS OF THE SITE TO BE ROUGH GRADED OR FILLED. 9. INSTALL INTERCEPTOR SWALES/BERMS AND CHECK DAMS. 10. ROUGH GRADE SITE AND INSTALL STORM CONVEYANCE SYSTEM AND RETENTION/DETENTION FACILITIES. PROVIDE INLET PROTECTION WHERE INDICATED. 11. INSTALL REMAINING UTILITIES. 12. FINISH GRADE SITE AND CONSTRUCT ASPHALT PARKING AREA, CONCRETE PERIMETER CURB, SYNTHETIC FIELD AND GRAVEL PATHS. 13. COMPLET€ SITE STABILIZATION IN ACCORDANCE WITH LANDSCAPE PLANS. 14. CLEAN STORM DRAINAGE SYSTEM, ON AND OFF SITE, OF ALL SEDIMENT AND DEBRIS. 15. REMOVE TEMPORARY EROSION CONTROL FACILITIES WHEN SITE IS COMPLETELY STABILIZED. SHEET INDEX SHT # DESCRIPTION C1.00 COVER SHEET C2.01 DEMOLITION AND TESC PLAN C2.02 TESC NOTES AND DETAILS C3.01 GRADING AND PAVING PLAN C4.01 STORM DRAINAGE AND UTILITIES PLAN C5.01 NOTES AND DETAILS C5.02 NOTES AND DETAILS U) w W Q w < w S 303RD ST W w Q S r y/. U) w a ST NOT TO SCALE LEGEND: EXISTING PROPOSED 0 SET NAIL AND WASHER o BOLLARD o MAIL BOX n SIGN p SANITARY SEWER MANHOLE o SANITARY SEWER CLEANOUT • ,m.� STORM CATCH BASIN ■ 'y STORM MANHOLE Q■ C7) ROOF DRAIN ® GAS METER t� GAS VALVE © TRAFFIC SIGNAL PO-E a POWER TRANSFORMER -0- UTILITY POWER POLE © ELECTRICAL VAULT z JUNCTION BOX 0 POWER METER X LUMINAIRE T COMMUNICATIONS MANHOLE IQ FIRE HYDRANT I ® WATER METER D4 WATER VALVE N LIGHT POLE 31( Q SITE PHOTOGRAPH LOCATION C=CEDAR, F=FIR, P=PINE M=MAPLE U= UNKNOWN STORM LINE D SANITARY SEWER LINE S - GAS LINE - E=' --- -- ELECTRICAL LINE P - i -- COMMUNICATIONS LINE - - - W WATER LINE W _._. x _.___x__ FENCE CONCRETE ASPHALT - - _ xxx- - CONTOUR MAJOR INTERVAL XXX - - -x A--- - - _ CONTOUR MINOR INTERVAL XXX Know what's below. Call before you dig. TACOMA • SEATTLE • SPOKANE • TRI-CITIES 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422 TEL 253.383.2572 FAX www.ahbl.com WEE Project Title: FEDERAL WAY BOYS & GIRLS CLUB SYNTHETIC FIELD Client: FEDERAL WAY BOYS & GIRLS CLUB 30815 8th AVENUE SOUTH P.O. BOX 3134 FEDERAL WAY, WASHINGTON 98063-3134 Job No. 2140296.10 Issue Set & Date: BID DOCUMENTS JULY 2, 2015 S. ��� pF WASgj �QR G 23467 w OA ISTEg�'9 �SSIONAL E��1.11I1y NOTICE ALTERATION OF TM MUM SHALL NNVALDATE M PROFESSIONAL SEAL AND SIGNATURE MURN N OF THIS DOGMENT DOES NOT DEROGATE FROM RESERVED WOW RKiHTS IN IT. TUS MN Dff IS FOR USE MY FOR TIE PRUrr DE 47M IN 1W LUTE BLOCK AND IS NOT M BE USED FOR REPAR, REMODEL OR ADDITION TO THAT PRMT OR FOR ANY OTM PRMT. SUE`t?l.AN APPROVAL Permit Number: ApprovedS J. w "-t- Batt: T .._� A A A Revisions: Sheet Title: COVER SHEET SITE PLAN Designed by: Drawn bv: Checked bv: M. HAGER M. STEWART D. NASON Sheet No. C1 oo REsUBN jlr_._ ■ 1 of 7 Sheets AUG 12 2015 CITY OF :eO RA� wAY FEDERAL WAY BOYS GIRLS CLUB SYNTHETIC FIELDS A PORTION OF THE SE 1/4 OF THE NW 1/4 OF SEC. 08, TWNm 21 N., RNG. 04 E. W.M. CITY OF FEDERAL WAY, KING COUNTY, WASHINGTON _. —I— ---T — 0 210 005 ..T —T— r PR�PERTY-CINE_ € . ; I 'A r 2 ST F w € F! 20*'CW\— 20"CW 26"/ A . . . I - I , II `'r "CW f 6ss fi M f sP� '"""" ,> f 0"/2x, € -` AS 4,38 2.. ......... ....,,,..��I - I i I. , 3.. •'1 r 2 CW a ' j t 1 1 L_ t i ».» t.,,# i11VV/4— . ^^.�?� ,,r �j', Jl _ .. - 4 -"..i •ww.` „�/'� 30 C {man D �-12 ;r Tu i3 ol 12 I8'C Ilk s�_ •00,Z Jill }j { A �x� i f 6" M✓ f I i.? t? - 22 " f I t { i .. i F ; : NOTES: ,,.�, > �� t -23,� --- ,. 1 N 821`�_0�9 �.I r°�-� `€ I SEE PLATING PLAN, L1.0 FOR PROPOSED PLANTING. 4..`. t� 13� y /�- I I [. €. `— 34"CW j 2x10"M 3x6" I 8"CW 0 ' r 4"PW Z ,r # 3 W-14"CWIly 5"C r ' 3"C €I € C AA 1 6"A i 3 , 10"A I •7, F 1" W Ids : y —� i H P - �' r - —= "' _ "V # _ I ` f 2"_ r -- — ---- —lif .�.,..—....1,.���,,;,. �_.,........._ �..._._._.,. �.._...�.. � 3:- � .. v�►......�T.,�„—,.��..aRIRR.�_�AIA�.,..� � �� w•.,as�a=. ....,..� _ � �. , t �# { E b,, _. n ,l, _PROPERTY LIN �� -- — ._ _ j i �< :� A € a t82: 9 1 0; if-TICf _ i `i7Y }wZRiMtN ii [ 11E EXISTING TREES TO REMAIN. TREE PROTECTION FENCE SHOWN, SEE 1/L1.1 FOR TREE PROTECTION DETAIL. (QTY=99) EXISTING SIGNIFICANT TREES TO BE REMOVED (QTY=63) DECIDUOUS A = ALDER C = CHERRY CW = COTTONWOOD M = MAPLE MAD = MADRONE I— F =FIR P = PINE N GRAPHIC SCALE 0 10 20 40 1" = 20 FEET Know what's below. Call before you dig. TACOMA • SEATTLE • SPOKANE • TRI-CITIES 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422 TEL 253.383.2572 FAX www.ahbl.com WEB Project Title: FEDERAL WAY BOYS & GIRLS CLUB SYNTHETIC FIELDS Client: FEDERAL WAY BOYS & GIRLS CLUB 30815 8th AVENUE SOUTH P.O. BOX 3134 FEDERAL WAY, WASHINGTON 98063-3134 (206) 436-1800 Job No. 2140296.40 Issue Set & Date: PERMIT SET JUNE 30, 2015 STATE OF WASHINGTON REGISTERED LANDSC CHITECT ON MORSE LICENSE NO. 900 EXPIRES ON 02/05/2017 NOTICE ALTERATION OF THIS DOCUMENT SHALL NVAUDATE THE PROFESSWNAL SEAL AND SWNATURE. PUMICATION OF THIS DOCUMENT DOES NOT DEROGATE FROM RESERVED OWNERSHIP RIGHTS N IT. THIS DOCUMENT IS FOR USE ONLY FOR THE PROJECT WENTIRED N THE TITLE EIM AND IS NOT TO BE USED FOR REPAIR, RET/ODEL OR ADDITION TO THAT PROJECT OR FOR ANY OTHER PROJECT. A A A A JUNE 25, 2015 Revisions: Sheet Title: TREE REMOVAL / RETENTION PLAN Designed by: Drawn by: Checked bv: CT CT JM Sheet No. LOnl 1 of 6 Sheets BATE: June 26, 2015 FILENAME: Q:\2014\2140296\40_LAN\CAD\2140296-L-SH.DWG FEDERAL WAY BOYS GIRLS CLUB SYNTHETIC FIELDS A PORTION OF THE SE 1/4 OF THE NW 1/4 OF SEC. 08, TWNm 21 N., RNG. 04 E. W.M. CITY OF FEDERAL WAY, KING COUNTY, WASHINGTON NOTE: GROUNDCOVER PLANTING PLAN 1. ALL GROUNDCOVER TO BE PLANTED AT EQUAL TRIANGULAR SPACING PER O.C. SPACING ON _ LEGEND. SPACING X .86 FOR TRANGULAR PATTERN 1211 MIN FROM CURB SPACING AS SPECIFIED 3" OF MULCH (DO NOT PUT MULCH AGAINST THE BASE OF THE PLANT) BACKFILL WITH EXCAVATED SOIL. WATER THOROUGHLY. GROUNDCOVER PLANTING 1/2" = 1'-0" Q� `? K�7 J It r 3" MULCH (DO NOT PUT MULCH AGAINST THE BASE OF THE PLANT) BACKFILL WITH EXCAVATED - SOIL REMOVE BURLAP FROM TOP AND SIDES OF ROOT BALL DOWN INTO GROUND; SET TOP OF BALL FLUSH WITH FINISH GRADE. SHRUB PLANTING NTS NOTE: 1. TREES PLANTED TOO DEEP WITHOUT EXPOSING ROOT FLARE WILL BE REJECTED AND SHALL BE REMOVED AND REPLANTED AT PROPER DEPTH. 2. TREES NOT PLANTED IN CONFORMANCE WITH THIS DETAIL WILL BE REJECTED BY THE LANDSCAPE ARCHITECT. REPLACEMENT OF REJECTED TREES WILL BE DONE AT THE CONTRACTOR'S EXPENSE. TRUNK FLARE SHALL BE 1"-2" ABOVE FINISHED GRADE. REMOVE EXCESS SOIL FROM ROOTBALL TO EXPOSE ORIGINAL ROOT FLARE. REMOVE ALL WIRE, STRINGS. 3" MULCH. NO MULCH AGAINST TRUNK 3"-4" HIGH WATERING RING SCARIFY SIDES OF PLANTING PIT BACKFILL WITH EXISTING SOIL -- DO NOT DISTURB SUBGRADE BELOW — ROOTBALL TO REDUCE SETTLING. DECIDUOUS TREE PLANTING 3/8" = 1'-0'$ P-2014—FED-08 A � JVN\II 1 JIULJ VI PLANTING PIT LOOSEN / PULL OUT ROOTS FROM CONTAINER GROWN PLANTS RO AT TIME OF PLANTING, TRIM DAMAGED BRANCHES. P-2014—FED-06 P-2014—FED-12 NOTE: 1. TREES PLANTED TOO DEEP WITHOUT EXPOSING ROOT FLARE WILL BE REJECTED AND SHALL BE REMOVED AND REPLANTED AT PROPER DEPTH. 2. TREES NOT PLANTED IN CONFORMANCE WITH THIS DETAIL WILL BE REJECTED BY THE LANDSCAPE ARCHITECT. REPLACEMENT OF REJECTED TREES WILL BE DONE AT THE CONTRACTOR'S EXPENSE. 3. PLANTING INCLUDES REMOVAL OF STAKES ONE YEAR AFTER 1. INSTALLATION. TRUNK FLARE SHALL BE 1"-2" ABOVE �- FINISHED GRADE. REMOVE EXCESS SOIL FROM ROOTBALL TO EXPOSE ORIGINAL ROOT FLARE. 3" MULCH. NO MULCH AGAINST TRUNK 3"-4" HIGH WATERING RING SCARIFY SIDES OF PLANTING PIT BACKFILL WITH EXISTING SOIL P DO NOT DISTURB SUBGRADE BELOW ROOTBALL TO REDUCE SETTLING. X RO CONIFER TREE PLANTING W/ STAKE 3/8" = 1'-0" PLAN TREE PROTECTION 3/16" = 1'-0" AT TIME OF PLANTING, TRIM DAMAGED BRANCHES. STAKE TREE WITH TWO 2"X2"X8' STAKES SPREAD ACROSS FROM EACH OTHER. APPROVED TREE TIE MATERIAL SET LOOSE TO y _ ALLOW FOR TRUNK GROWTH DRIVE STAKES AT ROOTBALL EDGE DRIVE STAKES 6"-12" INTO UNDISTURBED SOIL BELOW ROOTBALL P-2014—FED-09 FENCING/ROOT PROTECTION FENCING TO BE PROVIDED AND MAINTAINED AT DRIPLINE LANDSCAPE ARCHITECT'S APPROVAL REQUIRED FOR USE/ACCESS WITHIN ZONE B. PERMISSION FOR USE/ACCESS REQUIRES SURFACE PROTECTION FOR ALL UNFENCED, UNPAVED SURFACES WITHIN ZONE B TRENCHING/EXCAVATI O N ZONE A (CRITICAL ROOT ZONE) 1. NO DISTURBANCE ALLOWED WITHOUT SITE —SPECIFIC INSPECTION AND APPROVAL OF METHODS TO MINIMIZE ROOT DAMAGE 2. SEVERANCE OF ROOTS LARGER THAN 2"DIA REQUIRES LANDSCAPE ARCHITECT'S APPROVAL 3. TUNNELING REQUIRED TO INSTALL LINES 3'-0"BELOW GRADE OR DEEPER ZONE B (DRIPLINE) 1. OPERATION OF HEAVY EQUIPMENT AND/OR STOCKPILING OF MATERIALS SUBJECT TO LANDSCAPE ARCHITECT'S APPROVAL. SURFACE PROTECTION* MEASURES REQUIRED 2. TRENCHING ALLOWED AS FOLLOWS: • EXCAVATION BY HAND OR WITH HAND —DRIVEN TRENCHER MAY BE REQUIRED • LIMIT TRENCH WIDTH. DO NOT DISTURB ZONE A MAINTAIN 2/3 OR MORE OF ZONE B IN UNDISTURBED CONDITION 3. TUNNELING MAY BE REQUIRED FOR TRENCHES DEEPER THAN 3'-0" ZONE C (FEEDER ROOT ZONE) 1. OPERATION OF HEAVY EQUIPMENT AND/OR STOCKPILING OF MATERIALS SUBJECT TO LANDSCAPE ARCHITECT'S APPROVAL. 2. SURFACE PROTECTION* MEASURES MAY BE REQUIRED TRENCHING WITH HEAVY EQUIPMENT ALLOWED AS FOLLOWS: • MINIMIZE TRENCH WIDTH • MAINTAIN 2/3 OR MORE OF ZONE C IN UNDISTURBED CONDITION * SURFACE PROTECTION MEASURES 1. MULCH LAYER, 6"-8"DEPTH 2. 3/4"PLYWOOD 3. STEEL PLATES 8'-0" MAX 48" ORANGE VINYL CONSTRUCTION FENCING DIAMOND MESH (TYP) INSTALL AT A MIN. OF 2'-0" BELOW GRADE. E 8" WIRE 'U' TO SECURE VCE BOTTOM (TYP) 1. THE TREE PROTECTION FENCE SHOULD BE MAINTAINED THROUGHOUT GRADING AND CONSTRUCTION AND SHALL NOT BE REMOVED UNTIL FINAL LANDSCAPING IS IN PROGRESS. AT NO TIME SHALL EQUIPMENT ENTER INTO THE ROOT PROTECTION ZONE (RPZ). ALL BRUSH CLEANUP WITHIN THE RPZ SHOULD BE COMPLETED BY HAND TO PREVENT DISTURBANCE OF NATIVE GROUND COVERS. NO CUTS OR FILLS OF UTILITY TRENCHING, MODIFICATIONS TO DRAINAGE, ETC. SHALL IMPACT THE RPZ. NO WIRES, CABLES, OR OTHER DEVICES SHOULD BE ATTACHED TO PROTECTED TREES DURING CONSTRUCTION. 2. IF IMPACTS MUST OCCUR WITHIN THE RPZ, CONTACT THE LANDSCAPE ARCHITECT PRIOR TO THE OPERATIONS TO DETERMINE THE PROPER PROCEDURE TO PROTECT THE TREES HEALTH. 3. CONTRACTOR SHALL REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION. P-2014—FED-02 Know what's below. Call before you dig. 1�0 TACOMA • SEATTLE • SPOKANE • TRI-CITIES 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422 TEL 253.383.2572 FAX www.ahbl.com WEB Pro iect Title: FEDERAL WAY BOYS & GIRLS CLUB SYNTHETIC FIELDS Client: FEDERAL WAY BOYS & GIRLS CLUB 30815 8th AVENUE SOUTH P.O. BOX 3134 FEDERAL WAY, WASHINGTON 98063-3134 (206) 436-1800 Job No. 2140296.40 Issue Set & Date: PERMIT SET JUNE 30, 2015 STATE OF WASHINGTON REGISTERED LAN DSC CHITECT ON MORSE IJCENSE NO. 900 EXPIRES ON 02/05/2017 NOTICE ALTERATION OF THIS MNENT SNALL INVALIDATE THE PROFESSIONAL SEAL AND ZNATURE PUBLICATION OF THIS DOCUMENT DOES NOT DEROGATE FROM RESERVED OWNEIMP RIGHTS IN IT. THIS DOCUMENT IS FOR USE ONLY FOR THE PR&ECT IDENTIFIED IN THE TITLE BLOCK AND IS NOT TO BE USED FOR REPAIR REMODEL OR AM nON TO THAT PRUCT OR FOR ANY OTHER PRUCT. A A A A JUNE 25, 2015 Revisions: Sheet Title: PLANTING SCHEDULE AND Designed by: Drawn by: Checked by: CT CT JM Sheet No. Ll ■ 3 of 6 Sheets DATE: June 26, 2015 FILENAME: Q:\201412140296140—LAN\CAD12140296-L-SH.DWG 9 — — FEDERAL WAY BOYS &GIRLS CLUB SYNTHETIC FIELDS A PORTION OF THE SE 1/4 OF THE NW 1/4 OF SEC. 08, TWN. 21 N., RNG. 04 E. W.M. CITY OF FEDERAL WAY, KING COUNTY, WASHINGTON .......... "T W_ .. r T-- --opERw PR -uNE- T— PLANT SCHEDULE T7-7 T 1 0**A TREES CODE BOTANICAL NAME COMMON NAME 2 2 JW 4z. O PV PARROTIA PERSICA'VANESSAPERSIAN PARROTIA 8 'A CON T A L 0` (-W PO PICEA OMORIKA SERBIAN SPRUCE 220"CW 2 t, 22"CW 361' A i 8"CW 10 C'W 2"CW ik 22 GW F­ 1/10 I SHRUBS CODE BOTANICAL NAME COMMON NAME '* C 0 CA CORNUS STOLONIFERA'ARCTIC FIRE' ARCTIC FIRE DOGWOOD 1 8'/20CW C Mc MAHONIA AQUIFOLIUM'COMPACTA' COMPACT OREGON GRAPE Z, 2xV�)-C 10 C " "A GROUND COVERS CODE BOTANICAL NAME COMMON NAME sY 2A 1Z" —14 C GS GAULTHERIA SHALLON SALAL A A CONT M: CONT 1 GAL 2 GAL CONT 1 GAL 2 TH TURF HYDROSEED EROSION CONTROL MIX PER WDOT HYDROSEED 20' 13Iji NG SE'iBACK AFN 95020190,01> APN 082104-9058 1 , -- , 11 t SE A V, 22 4 Jj 14`CW ZA f 011v x J 71- 20'*C-XA YA I W / N, �xr,"A 4'A F JI 44b— 20� 6 A 12"C-- 4 —1 4`A p Z-2, 6 H, 41 22'CN Ix LT 20"CV'--- r 2 -3W Li -G"cw z 28'/ F"c 3 r --- -------- IRV k X -2� . ............. 6. a W — — — — — W--�� " — W — — — — — — — — — W— F. I W W t�kft . I W — W W— W— 14 �yv W N tK' W M WAT- R Ej ArK �,81,672,lubu LLJ CL �A C) CK B R !�,j , S p[ON 7 7 7-77�7, YL b '70 k L p p ( w. pp 4 1.ZZgI ...... .. .. ... F P4 4 D R SHR k IN J PLANTINGTO � 7 MAINTAIN VISIBILV V, L OF EXISTING SIG T-, if 0 4\) 2 SYNTH FIELDS 14 A-4- TYPE III VISUAL BUFFER SIZE QTY 1.5" CAL 13 6'MIN. 14 QTY 43 41 SPACING QTY 36" o.c. 391 PLANTING CALCULATIONS: TOTAL BUFFER PLANTING AREA = 4,602 SF PERCENT DROUGHT TOLERANT PLANTING = 88% (ALL EXCEPT CORNUS STOLONIFERA'ARTIC FIRE') V9 BUFFER T "I 4, 1. oz n f S— T 111!71 P: "T jj GS 391 11,583 SF NOTES: SEE CIVIL DRAWINGS FOR ALL GRADING AND DRAINAGE. LANDSCAFE FLAN APPROVAL. PemftN=ber:--JJ--11p1K7o-0f Aiwoved,By: Y- 2 GRAPHIC SCALE 0 10 20 40 1" = 20 FEET Know what's below. Call before you dig. TACOMA - SEATTLE - SPOKANE - TRI-CITIES 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422 TEL 253.383.2572 FAX www.ahbi.com WEB Proiect Title: FEDERAL WAY BOYS & GIRLS CLUB SYNTHETIC FIELDS Client: FEDERAL WAY BOYS & GIRLS CLUB 30815 8th AVENUE SOUTH P.O. BOX 3134 FEDERAL WAY, WASHINGTON 98063-3134 (206) 436-1800 Job No. 2140296.40 Issue Set & Date: PERMIT SET JUNE 30,2015 4nA STATE OF WASHINGTON REGISTERED LANDSC CHITECT 5'10N MORSE LICENSE NO. 900 EXPIRES ON 02/05/2017 NOTICE ALTERATION OF THIS DOCUMENT SHALL INVALIDATE THE PROFESSIONAL SEAL AND SIGNATURE. PUBLICATION OF THIS DOCUMENT DOES NOT DEROGATE FROM RESERVED 0*11ERSHIP RGHTS IN It THIS DOCUMENT IS FOR USE ONLY FOR THE PROECT MTIFIED IN THE TITLE &M AND IS NOT M BE USED FOR REPAIR, REMODEL OR ADDIRON TO THAT PROJECT OR FOLK ANY O1FiER PROECT. A A AJUNE 25, 2015 Revisions: Sheet Title: PLANTING PLAN Designed by: Drawn by: Checked bv.- CT CT im Sheet No. Ll mO 2 of 6 Sheets DATE: June 26,2015 FILENAME: Q:\2014\2140296\40—LAN\CAD\2140296-L-SH.DWG 3/4 ", I 1 Mal t GATE' POST s. _... I NK ✓ ., � ® r f M M M M M M M M M N ✓N M 34' M M M M M M _..� ,_.. .. o •... o .. .• o M M � ----- _ - 3 77 ., ........... .. . I �"l " , W RUN MAINLINE IN LANDSCAPE AREAS. 3.. B o. PLACE QUICK COUPLERS IN SYNTHETIC _,.-.. --._.. _ ._ TURF AREA AND REMOTE CONTROL f 1" 9.96 3/4'%" 12 1 �6 VALVES IN LANDSCAPE AREAS.3/4 FEDERAL WAY BOYS GIRLS CLUB SYNTHETIC FIELDS A PORTION OF THE SE 1/4 OF THE NW 1/4 OF SEC. 08, TWNn 21 N. RNG. 04 E. W.M. CITY OF FEDERAL WAY, KING COUNTY, WASHINGTON -'-CHAIN INK X--.X- -..X_ �. X o:" � 4 i 3/4 k„ 5 e. SYNTHETIC 3 E TURF AREA /47- 3/4 - PLACE QUICK COUPLER IN �'I SYNTHETIC TURF AREA. TYPICAL CONDITION. VALVE BOX SHALL BE SPORTSFIELD SPECIALTIES i TC-3700-QVC PLUS TURFCOOL QC VALVE BOX OR APPROVED EQUAL. i PLACE RCV'S IN LANDSCAPE BED ._ ........._..t"- _< (TYPICAL) r es PROPERTY LINE_..._. VALVE SCHEDULE NUMBER MODEL SIZE TYPE PSI PSI @ POC GPM PRECIP 1 RAIN BIRD PGA ANGLE 1" TURF ROTARY 48.56 53.01 9.49 0.45 in/h 2 RAIN BIRD PGA ANGLE 1-1/2" TURF ROTARY 43.26 49.49 13.60 0.43 in/h 3 RAIN BIRD PGA ANGLE 1" TURF ROTARY 47.03 52.41 9.96 0.37 in/h 4 RAIN BIRD PGA ANGLE 1-1/2" TURF ROTARY 45.02 52.10 20.23 0.35 in/h 5 RAIN BIRD PGA ANGLE 1" TURF ROTARY 44.37 49.84 10.92 0.31 in/h 6 RAIN BIRD XCZ-100-PRF 1" AREA FOR DRIPLINE 38.27 43.71 7.88 0.45 in/h 7 RAIN BIRD XCZ-100-PRF 1" AREA FOR DRIPLINE 37.13 41.91 7.57 0.45 in/h 8 RAIN BIRD XCZ-100-PRF 1" AREA FOR DRIPLINE 35.68 41.23 6.32 0.45 in/h CRITICAL ANALYSIS Generated: 2015-03-30 17:12 P.O.C. NUMBER:01 Water Source Information: Lakehaven Water District FLOW AVAILABLE Point of Connection Size: 1" Flow Available: 20.24 gpm PRESSURE AVAILABLE Static Pressure at POC: 35.00 psi Booster Pump pressure provided: 25.00 psi Pressure Available: 60.00 psi DESIGN ANALYSIS Maximum Station Flow: 20.23 gpm Flow Available at POC: 20.24 gpm Residual Flow Available: 0.01 gpm Pressure Req. at Critical Station: 48.56 psi Loss for Fittings: 0.10 psi Loss for Main Line: 1.02 psi Loss for POC to Valve Elevation: -2.17 psi Loss for Backflow: 5.50 psi Critical Station Pressure at POC: 53.01 psi Pressure Available: 60.00 psi Residual Pressure Available: 6.99 psi ?ss GRAPHIC SCALE 0 10 20 40 1" = 20 FEET IRRIGATION NOTES 1. THESE PLANS ARE CONSIDERED INCOMPLETE WITHOUT THE ACCOMPANYING SPECIFICATIONS. 2. NO SUBSTITUTIONS OF EQUIPMENT OR DESIGN CHANGES SHALL BE PERMITTED UNLESS APPROVED BY THE LANDSCAPE ARCHITECT (LA). 3. IRRIGATION LINES AND VALVES MAY BE SHOWN IN HARD SURFACE AREAS OR OUTSIDE LANDSCAPE FOR GRAPHIC CLARITY. LOCATE ALL IRRIGATION LINES IN LANDSCAPE AREAS AND IN UNDERGROUND SLEEVES. 4. INSTALL ALL EQUIPMENT PER STATE AND LOCAL CODES. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS, TESTS, AND INSPECTIONS REQUIRED FOR THE IRRIGATION SYSTEM. 5. CALL FOR LOCATES PRIOR TO DIGGING; AT 811. SEE SURVEY AND CIVIL DRAWINGS TO VERIFY UTILITY LOCATIONS. IF UTILITIES ARE DAMAGED IN THE COURSE OF WORK, CONTRACTOR SHALL INFORM THE GENERAL CONTRACTOR AND LA, AND MAKE ANY REPAIRS REQUIRED, AT NO COST TO THE OWNER. 6. ALL SLEEVING SHALL BE MARKED, SEALED AND STAKED. ALL SLEEVES SHALL BE TWICE THE SIZE OF OF THE LINE OR COMBINED LINES. MINIMUM SLEEVE SIZE SHALL BE 4-INCHES IF LOCATED UNDER ROADWAY OR DRIVE AISLE. 7. FOR LINES WITHOUT IN -HEAD CHECK VALVES, INSTALL ANTI -DRAIN CHECK VALVES AT ALL LOW POINTS OF LINES TO ELIMINATE LOW HEAD DRAINAGE AND RECORD ALL LOCATIONS FOR THE "RECORD DRAWINGS." 8. INSTALL ALL SPRAY HEADS WITH FLEX SWING JOINTS AS DETAILED. ROTORS SHALL HAVE TRIPLE SWING JOINT ASSEMBLIES. 9. ADJUST RADIUS AND ARC ON SPRINKLER HEADS TO MINIMIZE OVERSPRAY ON HARD SURFACES. ANY IN -HEAD ADJUSTMENTS SHALL NOT EXCEED 20% OF DESIGN OR MANUFACTURER'S ADJUSTMENT RECOMMENDATIONS. 10. SPLICE CONTROL WIRES WITHIN VALVE BOXES ONLY, USING 3M-DBY, OR APPROVED SPLICE KITS, AND PROVIDE A 24" EXPANSION LOOP FOR ALL CONTROL WIRES WITHIN EACH VALVE BOX. 11. ALL VALVE BOXES SHALL HAVE A MINIMUM OF ONE SPARE YELLOW WIRE INSIDE FOR FUTURE USE. INSTALL ONE SPARE WIRE FROM THE CONTROLLER THROUGH EACH MAINLINE BRANCH. 12. COORDINATE THE LOCATION OF THE IRRIGATION CONTROLLER TO BE REPLACED AND VERIFY THE POWER SUPPLY NEEDED WITH THE GENERAL CONTRACTOR. INSTALL THE WIRELESS RAIN SENSOR ON THE BUILDING EXTERIOR OVERHANG/ROOF EDGE CLEAR OF OBSTRUCTIONS. 13. INSTALLER TO ADJUST ALL ZONE CONTROL VALVES TO THE CORRECT OPERATING PRESSURE. SEE VALVE SCHEDULE FOR OPERATING PSI. 14. INSTALL POP-UP BODIES FOR ALL IRRIGATION HEADS AS SPECIFIED IN THE IRRIGATION SCHEDULE. 15. INSTALLER SHALL BE RESPONSIBLE FOR KEEPING EXACT ACCURATE NOTES AND "AS-BUILTS" FOR THE CREATION OF THE "RECORD DRAWINGS" OF THE INSTALLED SYSTEM. 16. CONTRACTOR SHALL WARRANTY THE IRRIGATION SYSTEM IN EVERY DETAIL FOR A ONE YEAR PERIOD FOLLOWING THE DATE OF ACCEPTANCE. CONTRACTOR SHALL PROVIDE SPRING START-UP AND WINTERIZATION FOR THE FIRST YEAR. 11 £ Z _. �ot o 11 1--j tBRICK SI0>11 BRICK SIGN CONTROLLER: i INSTALL PEDESTAL MOUNTED CONTROLLER IN THIS APPROXIMATE LOCATION. PROVIDE ? 120V POWER TO CONTROLLER LOCATION. POINT OF CONNECTION: i s TIE INTO EXISTING DOMESTIC WATER METER AND RUN TO APPROVED GATE VALVE AND BACKFLOW DEVICE. f y it w .309T.4ST = f s az IdIjjtl Know what's below. Call before you dig. TACOMA • SEATTLE • SPOKANE • TRI-CITIES 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422 TEL 253.383.2572 FAX www.ahbl.00m WEB Project Title: FEDERAL WAY BOYS & GIRLS CLUB SYNTHETIC FIELDS Client: FEDERAL WAY BOYS & GIRLS CLUB 30815 8th AVENUE SOUTH P.O. BOX 3134 FEDERAL WAY, WASHINGTON 98063-3134 (206) 436-1800 Job No. 2140296.40 Issue Set & Date: PERMIT SET APRIL 14, 2015 %n�nN STATE OF WASHINGTON REGISTERED LANDSCAP HITECT ON MORSE uNNSE No. soo EXPIRES ON 02/05/2017 N0110E ALTERATION OF THIS DOCUMENT SHALL INVALIDATE THE PROFESSIONAL SEAL AND SIGNATURE. PUBLICATION OF THIS DOCUMENT DOES NOT DEROGATE FROM RESERVED OWNERSHIP RIGIM N IT. THIS DOCUMENT IS FOR USE ONLY FOR THE PROJECT DENTFED N THE TITLE BLOCK AND IS NOT TO BE USED FOR REPAIR REMODEL OR ADDITION TO THAT PROJECT OR FOR ANY OTHER PROJECT. /3\ A Revisions: Sheet Title: IRRIGATION PLAN Designed bLr. Drawn bv: Checked bv: CA CA JM Sheet No. Ll 2 ■ 4 of 6 Sheets DATE: April 1, 2015 FILENAME: Q:\2014\2140296\40_LAN\CAD\2140296-1-SH.DWG MANUAL C FEDERAL WAY BOYS GIRLS CLUB SYNTHETIC FIELDS A PORTION OF THE SE 1/4 OF THE NW 1/4 OF SEC. 08, TWNm 21 N., RNG. 04 E. W.M. CITY OF FEDERAL WAY, KING COUNTY, WASHINGTON 'SOLATION VALVES RRIGATION MAINLINE )UICK COUPLER GALV. SCH. 40 FROM METER OR P.O.C. 100-MESH STRAINER THERMOPLASTIC VALVE BOX WITH LOCKING COVER. SIZE TO FIT BACKFLOW ASSEMBLY AS SHOWN. DOUBLE CHECK VALVE ASSEMBLY, WILKENS 950XLT2 OR APPROVED EQUAL. (2) SCH. 80 PVC UNIONS FINISH GRADE MVC MAINLINE, SIZE kS NECESSARY III— 3" MIN. III -I TO IRRIGATION MAINLINE. )OUBLE CHECK-1 I I I I� SLOPE TO DRAIN VALVE. /ALVE ASSEMBLY 30LATION GATE VALVE 2L 5-OZ. LANDSCAPE FABRIC, 12" MIN. 2"k)\Cr WRAP TO PREVENT DIRT FROM ENTERING VALVE BOX "X" IRRIGATION METER, >EE CIVIL PLANS AUNICIPAL WATER >UPPLY LINE, SEE CIVIL POC SCHEMATIC P-2014-FED-14 A A..A /_• "A I I 1r-. BOX W/ EXTENSION(S) WITH FINISHED GRADE IN S, 1" ABOVE FINISH GRADE IN EAS GATE VALVE AS SPECIFIED, SAME SIZE AS MAINLINE SCHEDULE 80 NIPPLES SCHEDULE 80 UNIONS MAINLINE BX16 SUPPORT BLOCKS FT WASHED DRAIN ROCK USE TEFLON TAPE ON ALL THREADED CONNECTIONS. SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION. GATE VALVE TRENCHING NTS P-2014-FED-16 FINISHED GRADE PAVING SECTION PER CIVIL PLANS —COMPACTED BACKFI — AT 85% DENSITY (SOIL BACKFILL) AT 95% DENSSTY - (STRUCTURAL) LATERAL LINE(S) >LEEVE(S), 2-TIMES LINE SIZE MIN. MAIN LINE(S) VALVE WIRING PIPE BED MATERIAL TO BE CLEAN AND FREE OF ROCK LARGER THAN 1/2-INCH BRICK, 1 PER SIDE DRAIN ROCK, 6" DEPTH MIN. DOUBLE CHECK ASSEMBLY INSTALLATION NTS gOX W/ EXTENSION(S) WITH FINISHED GRADE IN S, 1" ABOVE FINISH GRADE IN EAS TRUE UNION PVC BALL VALVE, SAME SIZE AS MAINLINE SCHEDULE 80 NIPPLES ADAPTER MAINLINE >.) 2X8X16 SUPPORT BLOCKS FT WASHED DRAIN ROCK USE TEFLON TAPE ON ALL THREADED CONNECTIONS. SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION. BALL VALVE NTS P-2014-FED-18 FINISHED SURFACE NOTES: • DIMENSIONS ARE MINIMUM CLEARANCES. ALL SLEEVING TRENCH 2 BACKFILL MATERIAL SHALL BE z CLASS "B" OR BETTER (MAX. OF 10% PASSING NO.40 SCREEN) N AND BE COMPACTED TO MIN. 95% OPTIMUM DENSITY (MODIFIED PROCTOR). • DO NOT TAPE OR BUNDLE WIRES IN SLEEVES. P-2014-FED-22 AUTOMATIC CONTROL VALVE CUT NOTCHES IN BOX FOR PIPE AS REQ'D w AT EACH END OUTLET PIPE SAME SIZE AS VALVE, 24' O MIN. TO FIRST m FITTING 00\ INCREASE LATERAL LINE AS PER PLANS 45 DOWN AS REQ. TO — LATERAL LINE PIPE DEPTH UNION (2 PLACES) 3" OF PEA GRAVEL SET VALVE 74' BELOW TOP OF BOX SPARE WIRE NOTE: USE TEFLON TAPE ON ALL THREADED FITTINGS. AUTOMATIC CONTROL VALVE 1" = 1'-0" FINISH GRADE OUTFALL PIPE TO DRAINAGE STRUCTURE OR WATER COURSE P-2014-FED-37 FINISH GRADE JUMBO VALVE BOX W/ LOCKING LID EXTENSIONS (AS REQ'D) WATERTIGHT WIRE SPLICES (TYP) PVC 90 ELBOW SUPPORT VALVE BOX WITH (4) BRICKS-TYP. SCHEDULE 40 RISER MAINLINE W/ PVC TEE (OR PER PLAN) CONTROL WIRES (BUNDLED UNDER MAINLINE) P-2014-FED-20 10" DIA. VALVE BOX W/ LOCKING LID, EXTENSIONS (AS REQ'D) MANUAL DRAIN VALVE PER PLAN W/ z LONG KEY FOR OPERATION N SCH 40 PVC MAIN LINE SCH 80 PVC ELL OR F TEE W/ REDUCER i— — SCH 80 3/4" PVC ELLS W/ PVC NIPPLES IN BETWEEN 3/4" SCH 80 PVC STREET ELL W/ 6" LENGTH OF PVC PIPE W/ HOLES DRILLED FOR DRAIN LINE SUPPORT VALVE BOX 1/2 CU YD OF PEA GRAVEL WITH (4) BRICKS-TYP. NOTE: USE TEFLON TAPE ON ALL THREADED FITTINGS. MANUAL DRAIN VALVE 1" = 1'-0" P-2014-FED-26 IRRIGATION SCHEDULE SYMBOL MAN UFACTURER/MODEUDESCRIPTION PSI l� 9 HUNTER MP1000 PROS-06-PRS40-CV 40 TURF ROTATOR, 6" (15.24 CM) POP-UP WITH CHECK VALVE, PRESSURE REGULATED TO 40 PSI (2.76 BAR), MP ROTATOR NOZZLE ON PRS40 BODY. M=MAROON ADJ ARC 90 TO 210, L=LIGHT BLUE 210 TO 270 ARC, O=OLIVE 360 ARC. HUNTER MP2000 PROS-06-PRS40-CV 40 TURF ROTATOR, 6" (15.24 CM) POP-UP WITH FACTORY INSTALLED CHECK VALVE, PRESSURE REGULATED TO 40 PSI (2.76 BAR), MP ROTATOR NOZZLE ON PRS40 BODY. K=BLACK ADJ ARC 90-210, G=GREEN ADJ ARC 210-270, R=RED 360 ARC. =I�I�=J HUNTER MP3000 PROS-06-PRS40-CV 40 TURF ROTATOR, 6" (15.24 CM) POP-UP WITH FACTORY INSTALLED CHECK VALVE, PRESSURE REGULATED TO 40 PSI (2.76 BAR), MP ROTATOR NOZZLE ON PRS40 BODY. B=BLUE ADJ ARC 90-210, Y=YELLOW ADJ ARC 210-270, A=GRAY 360 ARC. SYMBOL MAN UFACTU RER/MODEUDESCRI PTION RAIN BIRD XCZ-100-PRF MEDIUM FLOW DRIP CONTROL KIT, 1" DV VALVE, 1" PRESSURE REGULATING FILTER, 40PS1 PRESSURE REGULATOR. Q RAIN BIRD MDCFCAP DRIPLINE FLUSH VALVE CAP IN COMPRESSION FITTING COUPLER. PLACE IN 8" ROUND VALVE BOX. RAIN BIRD ARV050 1/2" AIR RELIEF VALVE, WITH A 8.0" ROUND VALVE BOX. AREA TO RECEIVE DRIPLINE ,wzw" RAIN BIRD XFS-06-18 (18) XFS SUB -SURFACE PRESSURE COMPENSATING LANDSCAPE DRIPLINE W/COPPER SHIELD TECHNOLOGY. 0.6GPH EMITTERS AT 18.0" O.C. DRIPLINE LATERALS SPACED AT 18.0" APART, WITH EMITTERS OFFSET FOR TRIANGULAR PATTERN. SYMBOL MAN UFACTURER/MODEUDESCRIPTION RAIN BIRD PGA ANGLE 1", 1-1/2", 2" ELECTRIC REMOTE CONTROL VALVE, ANGLE. 0 RAIN BIRD 3-RC 3/4" BRASS QUICK -COUPLING VALVE, WITH THERMOPLASTIC RUBBER COVER. LASCO FITTINGS TUBV-SC 1", 1-1/2", 211, AND 3" PLASTIC FULL BLOCK TRUE UNION BALL VALVE. SHUT OFF/ISOLATION VALVE TO ELIMINATE WATER HAMMER. INSTALL SAME SIZE AS MAINLINE. O DRAIN VALVE BF FEBCO 850 1-1/2" DOUBLE CHECK BACKFLOW PREVENTION © RAIN BIRD ESP4ME WITH (2) ESP-SM3 10 STATION, HYBRID MODULAR OUTDOOR CONTROLLER. PEDESTAL MOUNT WITH RAIN BIRD PED-DD16. © RAIN BIRD LIGHT COMMERCIAL PUMP STATION 3/4HP COMPLETE PUMP STATION, WITH QUICK DISCONNECTION, POWDER COATED STEEL ENCLOSURE, START RELAY AND COOLING LOUVRES. aE1 POINT OF CONNECTION 1" LAKEHAVEN WATER DISTRICT IRRIGATION LATERAL LINE: PVC SCHEDULE 40 PVC SCHEDULE 40 IRRIGATION PIPE. IRRIGATION MAINLINE: PVC SCHEDULE 40 — — — — — — — — — — — — — — — — PIPE SLEEVE: PVC SCHEDULE 40 TYPICAL PIPE SLEEVE FOR IRRIGATION PIPE. PIPE SLEEVE SIZE SHALL ALLOW FOR IRRIGATION PIPING AND THEIR RELATED COUPLINGS TO EASILY SLIDE THROUGH SLEEVING MATERIAL. EXTEND SLEEVES 18 INCHES BEYOND EDGES OF PAVING OR CONSTRUCTION. Valve callout Valve Number Valve Flow Valve Size Know what's below. Call before you dig. TACOMA • SEATTLE • SPOKANE • TRI-CITIES 2215 North 30th Street, Suite 3130 Tacoma, WA 98403 253.383.2422 TEL 253.383.2572 FAX www.ahbl.com WEB Project Title: FEDERAL WAY BOYS & GIRLS CLUB SYNTHETIC FIELDS Client: FEDERAL WAY BOYS & GIRLS CLUB 30815 8th AVENUE SOUTH P.O. BOX 3134 FEDERAL WAY, WASHINGTON 98063-3134 (206) 436-1800 Job No. 2140296.40 Issue Set & Date: PERMIT SET APRIL 14, 2015 STATE OF WASHINGTON REGISTERED LANDSCAP HITECT ON MORSE ucENSE No. 900 EXPIRES ON 02/05/2017 NOTICE ALTERATION OF THIS DOCUMENT SHALL INVALIDATE RE PROFESSIONAL SEAL AND SIGNATURE. PIBUCA10 OF THIS DOCUMENT DOES NOT DEROGATE FROM RESERVED ONNERSHP RIGHTS IN IT. THIS DOCUMENT IS FOR USE ONLY FOR THE MOT DENTED IN THE TITLE R= AND IS NOT TO BE USED FOR REPAN, REMODEL OR ADDITION TO THAT PRO,ECT OR FOR ANT' OM PRMT. A Sheet Title: IRRIGATION DETAILS Designed by. Drawn bv: Checked by CA CA JM Sheet No. Ll 3 ■ 5 of 6 Sheets DATE: April 1, 2015 FILENAME: Q:\2014\2140296\40_LAN\CAD\2140296-1-SH.DWG MAINLINE DRIP VALVE / FILTER / REGULATOR. TYPICAL OFFSET 2" FROM HARDSCAPE, 4" FROM PLANTED FEDERAL WAY BOYS GIRLS CLUB SYNTHETIC FIELDS A PORTION OF THE SE 1/4 OF THE NW 1/4 OF SEC. 08, TWNm 21 N., RNG. 04 E. W.M. CITY OF FEDERAL WAY, KING COUNTY, WASHINGTON TYPICAL FPT ADAPTER AND COMPRESSION COUPLER. 3/4" PVC LATERAL PIPE. N, SLOPED CONDITION NOTE: 1. INSTALL AIR RELIEF VALVE AT HIGHEST POINT I 2. SPACING AS NOTED ON TOP 2/ OF SLOPE Y" POLYETHYLENE OR I 3. SPACING AT BOTTOM % AS PVC HEADER. ( I NOTED PLUS 25% TYPICAL I I 4. WHEN ELEVATION CHANGE IS COMPRESSION i I i FITTING. 10 FT OR MORE, ZONE BOTTOM Y3 SEPARATELY DRIPLINE SPACING AS NOTED. AIR RELIEF VALVE AT HIGH POINT, IF INDICATED. TYPICAL DRIP LINE WITH EMITTER I A SPACING AS NOTED. TIE DOWN STAKE AT I I ALL TEES, ELLS, AND AT 4' O.C. AT CLAY, 3' O.C. AT LOAM, OR 2' O.C. AT SAND. I I F FLUSH VALVE OR CAP AT LOW END, AS NOTED. END FEED EXAMPLE CENTER FEED EXAMPLE TYPICAL DRIPLINE LAYOUT REQUIREMENTS 3" MAXIMUM LATERAL LENGTH (FEET) EMITTER FLOW RATE GPH 12" SPACING 18" SPACING 24" SPACING PSI 0.6 0.9 0.6 0.9 0.6 0.9 10 125 96 175 135 218 171 20 249 191 350 171 442 340 30 307 236 434 333 550 422 40 350 268 495 380 627 171 50 125 96 175 135 218 171 60 125 96 175 135 218 171 GRID PRECIPITATION RATES (IN/HR) EMITTER FLOW RATE EMITTER LATERAL SPACING SPACING 0.6 0.9 12 12 0.96 1.44 18 18 0.69 1.03 24 24 0.28 1 0.41 LATERAL FLOW PER 100 FT (GPM) EMITTER 12" 18" 24" FLOW SPACING SPACING SPACING 0.6 GPH 1.0 GPM 0.67 GPM 0.50 GPM 0.9 GPH 1.5 GPM 1.0 GPM 0.75 GPM MAXIMUM FLOW PER ZONE MAX GPM PSI LOSS SCHEDULE 40 PVC HEADER SIZE 1/2" 4.7 GPM 7.7 PSI 3/4" 8.3 GPM 5.6 PSI 1" 13.5 GPM 4.2 PSI 1-1/2" 33.9 GPM 2.9 PSI 2" 52.4 GPM 1.9 PSI POLY PIPE HEADER SIZE 1/2" 4.7 GPM 8.8 PSI 3/4" 8.3 GPM 6.3 PSI 1" 13.5 GPM 4.8 PSI 1-1/2" 31.8 GPM 2.9 PSI 2" 52.4 GPM 2.2 PSI P-2014-FED-32 SET VALVE BOX 2" ABOVE FINISHED GRADE OF SHRUB AREA. DRIP FLUSH VALVE 1 1/2" = 12" FINISHED GRADE, TOP OF MULCH COMPRESSION TEE OR FITTINGS AIR RELIEF VALVE SUB -SURFACE DRIPLINE AS SPECIFIED. IN -LINE EMITTER 1" FPTXMPT ELL. 6" DRIP BOX. %4"X1"MPT ADAPTER. "FPT X Y" DRIP TUBING ADAPTER. DRIP TUBING COUPLING. FINISHED N rJ�Tr GRADE. a O Z­EaR b� z w a TIE -DOWN STAKES DRIPLINE OR 1/2" DRIP TUBING. FL C14 > g o Q m NOTES: 1. PLACE TIE DOWN STAKES EVERY THREE FEET IN SAND, FOUR FEET IN LOAM, AND FIVE FEET IN CLAY. 2. AT FITTINGS WHERE THERE IS A CHANGE OF DIRECTION SUCH AS TEES OR ELBOWS, USE TIE -DOWN STAKES ON EACH LEG OF THE CHANGE OF DIRECTION. 3. INSERTION PLOW AND TRENCHED INSTALLATIONS DO NOT REQUIRE TIE DOWN STAKES. DRIPLINE BURIAL 3/4" = 1'-0" P-2014-FED-36 3" THICK LAYER OF WASHED GRAVEL. THE BOX SHALL REST UPON THE ROCK BED. DO NOT EXTEND GRAVEL INTO BOX. DRIP AIR RELIEF VALVE IN BOX 3" = 1'-0" P-2014-FED-38 NOTE: USE TEFLON TAPE ON ALL THREADED FITTINGS 10" DIAMETER VALVE BOX. - COIL 24" TO 30" OF DRIP TUBING IN THE BOX. Yi' DRIP TUBING TO Y4' FPT ADAPTER. %" PVC BALL VALVE WITH SHORT NIPPLE. Y" DRIP TUBING. 4" THICK LAYER OF WASHED GRAVEL. THE BOX SHALL REST UPON THE ROCK BED. DO NOT EXTEND GRAVEL INTO BOX. P-2014-FED-28 NOZZLE VARIES (SEE IRRIGATION PLAN) FINISH GRADE ROTOR POP-UP SPRINKLER TRIPLE SWING JOINT ASSEMBLY, 1" DIA. X 12" DETECT -A -TAPE IN TRENCH SCH 40 PVC LATERAL POP-UP ROTOR HEAD 1/8" = 1'-0" PVC SCH 40 TEE OR ELL SLIP x FIPT x SLIP 20"X14" JUMBO PLASTIC CONTROLLER WIRE W/ 24" LENGTH OF WIRE, VALVE BOX. AND WATERPROOF CONNECTORS. PVC TRUE UNION BALL RCV AS SPECIFIED. VALVE. BASKET FILTER AS SPECIFIED. 2" ABOVE GRADE AT PRESSURE REGULATOR AS SHRUBS. SPECIFIED. SET BOX FLUSH71�m PVC UNION W/ SHORT AT TURF. NIPPLES. �i -SCH. 40 RISER. LATERL PIPE, 24" MIN. LENGTH TO FIRST FITTING. - SxT TEE W/ NIPPLE AT MAINLINE. TWO 6X2X16 CONCRETE BLOCK CAPS, ONE ON EACH SIDE OF THE BOX. 1 " DRIP VALVE W/ FILTER 1 1/2" = 1'-0" P-2014-FED-30 ASPHALT, CONCRETE, SPRAY NOZZLE (SEE IRRIGATION PLAN) MASONRY OR CRUSHED ROCK FLUSH w/ FINISHED GRADE SURFACE 6„MAX (TOP OF MULCH) IN BED AREAS . FINISH GRADE a: POP UP SPRAY HEAD OR LWU FLOOD BUBBLER w 2 TRIPLE SWING JOINT ASSEMBLY, Z 00 1/2" DIA. X 12" Q z w DETECT -A -TAPE IN TRENCH zm n 10�. a g a LATERAL PIPE co NOTE: USE TEFLON TAPE ON ALL PVC SCH 40 TEE OR ELL THREADED FITTINGS SLIP x FIPT x SLIP POP-UP SPRAY HEAD P-2014-FED-39 \ J 1 /8" = 1'-0" P-2014-FED-40 Know what's below. Call before you dig. TACOMA - SEATTLE - SPOKANE • TRI-CITIES 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422 TEL 253.383.2572 FAX www.ahbi.com WEB Project Title: FEDERAL WAY BOYS & GIRLS CLUB SYNTHETIC FIELDS Client: FEDERAL WAY BOYS & GIRLS CLUB 30815 8th AVENUE SOUTH P.O. BOX 3134 FEDERAL WAY, WASHINGTON 98063-3134 (206) 436-1800 lm 2140296.40 Issue Set & Date: PERMIT SET APRIL 14, 2015 STATE OF WASHINGTON REGISTERED LANDSCAP HITECT j�WON MORSE ucENSE NO. 900 EXPIRES ON 02/05/2017 NOTICE ALTERATION OF THIS DOCUMT SHALL INVALIDATE THE PROFESSIONAL SEAL AND SIGNATURE. PUBLICATION OF THIS DOCIIEENT DOES NOT DEROGATE FROM RESERVED 0*0W RK M N IT. THIS DWlt W IS FOR USE ONLY FOR THE PROECT IDDMRED IN THE TITLE BLOCK AND IS NOT TO BE USED FOR I&W REMODEL OR ADDITION TO THAT PROJECT OR FOR ANY OTHER PRO.ECT. A A L! 1 Revisions: Sheet Title: IRRIGATION DETAILS Designed by: Drawn by. Checked bv: CA CA JM Sheet No. L 1 4 ■ 6 of 6 Sheets DATE: April 1, 2015 FILENAME: Q:\2014\2140296\40_LAN\CAD\2140296-1-SH.DWG