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HomeMy WebLinkAboutzR-3742 SetF_ Ch CL a PROJECT OVERVIEW SCALE: 1' =100' N GRAPHIC SCALE -100 0 HSO 100 200 PROJECT DATA: ( IN Fur) 1 Inch >• 100 PL PROJECT SURVEVBASIS FOR DESIGN. CONTROL: z N HORIZONTAL CONTROL/BASIS OF BEARING DATED 1 -12 -2014. THIS SURVEY IS USED AS THE BASE FOR THE PROJECT CIVIL/STEWORK DESIGN. TEC, z INC. RELIES ON THE ACCURACY OF THIS PLS SURVEY IN ACCORDANCE WITH PROFESSIONAL STANDARDS OF RANGE 5 EAST, W. M. BETWEEN THE NORTH QUARTER CORNER OF SAID SECTION 29, HAVING A STATE THE INDUSTRY. TEC, INC. MAY SUPPLEMENT THE SURVEY WITH UTILITY RESEARCH AND OR FIELD PLANE COORDINATE OF N. 170706.002, E 1303177.358, AND THE NORTHWEST CORNER F SAID SECTION OBSERVATIONS AS APPROPRIATE TO COMPLETE THE WORK. A RECORD COW OF THE ORIGINAL PROJECT (n SURVEY IS AVAILABLE UPON REQUEST. REFERENCE MIDDLE SCHOOL SHORT PLAY AS RECORDED UNDER r > ?i KING COUNTY RECORDER'S FILE 07299002. NATIVE GROWTH C THAT PORTION OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 29, TOWNSHIP 23 AREA TO REMAIN NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: - EXISTING ACCESS WITH *TOWNSEND & ASSOC LS 9634' THE MONUMENT IS LOCATED 25' SOUTH OF THE CENTEtUNE OF - JONES PLACE SE WHERE THE TRANSMISSO N LINES CROSS OVERHEAD. HAVING AN ELEVATION 408.85 NORTHWEST QUARTER 87.77 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING NORTH 8512'38' DRIVE TO REMAIN MAIN ENTRANCE TO THE EASTERLY LINE OF THE BENSON ROAD (STATE ROAD 140. 5C); THENCE SOUTHERLY ALONG SAID i EASTERLY LINE ON A CURVE TO THE RIGHT WITH A RADIUS OF 1462.69 FEET A DISTANCE OF 487.42 FEET; N01E.• THE EARIHNgPK OUANR7/ES USIm HERE ARE APPROXIMATE OUANBIIES FOR ROUGH NEW PLAY AREA 267H pL S CONVEYED TO KING COUNTY BY DEED RECORDED UNDER RECORDING FOR UAU1Y 1RENCN /NCI OR BUILOJNG FOIAVDA7/LWS CpVTRAC)DYP SNAIL BE RESPQV9BLE FOR NUMBER 5098735. INDEPENDEAA7LY DE7 NAMING ALL QUAN7I71ES FOR BIDDING AND CONSTRUCTION. DRAINAGE IMPERIOUS SURFACES CUT 240 C. Y. EXISTING IMPERVIOUS SURFACE AREA = 59,636 S.F. PARKING LOT WIDENING FINISHED IMPERVIOUS SURFACE AREA = ' REVISED PARKING MS.- LOT STRIPING REMOVED PGIS AREA = S.F. CATCH BASIN TYPE 1 NET INCREASE PGIS AREA = 1,71.198 EXISTING BUILDING �] TO BE REMODELED 'i NEW ADMIN. BUILDING -RD- ROOF DRAIN i iI ...SECONDARY ACCESS 0 FOOT DRAIN . ,..'S. 27TH ST. PROJECT OVERVIEW SCALE: 1' =100' N GRAPHIC SCALE -100 0 HSO 100 200 PROJECT DATA: ( IN Fur) 1 Inch >• 100 PL PROJECT SURVEVBASIS FOR DESIGN. CONTROL: THE PROJECT TOPOGRAPHIC SURVEY SHOWN HEREON WAS PREPARED BY HILLEBRAND ASSOCIATES, LLC., HORIZONTAL CONTROL/BASIS OF BEARING DATED 1 -12 -2014. THIS SURVEY IS USED AS THE BASE FOR THE PROJECT CIVIL/STEWORK DESIGN. TEC, NAD 83/91 THE NORTH LINE OF THE NORTHWEST QUARTER OF SECTION 29, TOWNSHIP 23 NORTH, INC. RELIES ON THE ACCURACY OF THIS PLS SURVEY IN ACCORDANCE WITH PROFESSIONAL STANDARDS OF RANGE 5 EAST, W. M. BETWEEN THE NORTH QUARTER CORNER OF SAID SECTION 29, HAVING A STATE THE INDUSTRY. TEC, INC. MAY SUPPLEMENT THE SURVEY WITH UTILITY RESEARCH AND OR FIELD PLANE COORDINATE OF N. 170706.002, E 1303177.358, AND THE NORTHWEST CORNER F SAID SECTION OBSERVATIONS AS APPROPRIATE TO COMPLETE THE WORK. A RECORD COW OF THE ORIGINAL PROJECT 29, HAVING A STATE PLANE COORDINATE OF N. 170575. 427, E 1300542.747, HAVING A BEARING OF SURVEY IS AVAILABLE UPON REQUEST. REFERENCE MIDDLE SCHOOL SHORT PLAY AS RECORDED UNDER r > ?i KING COUNTY RECORDER'S FILE 07299002. LEGAL DESCRIPTION.• C THAT PORTION OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 29, TOWNSHIP 23 VERTICAL CONTRa/DATUM: NAVD 88/93 NORTH QUARTER CORNER OF SECTION 29, TOWNSHIP 23 NORTH, RANGE 5 EAST, W. M. NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: MONUMENT, BEING A 3 INCH BRASS DISK, SET FLUSH WITH GRADE WITH SCRIBED Y. AND STAMPED BEGINNING AT THE SOUTHWEST CORNER OF SAID NORTHEAST QUARTER OF THE NORTHWEST QUARTER; WITH *TOWNSEND & ASSOC LS 9634' THE MONUMENT IS LOCATED 25' SOUTH OF THE CENTEtUNE OF THENCE NORTH 8512'38' EAST ALONG THE SOUTH LINE OF SAID NORTHEAST QUARTER OF THE JONES PLACE SE WHERE THE TRANSMISSO N LINES CROSS OVERHEAD. HAVING AN ELEVATION 408.85 NORTHWEST QUARTER 87.77 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING NORTH 8512'38' FEET. EAST 250.00 FEET; THENCE NORTH 1'42'40' EAST 749.65 FEET; THENCE NORTH 8517'20' WEST 191.67 FEET TO THE EASTERLY LINE OF THE BENSON ROAD (STATE ROAD 140. 5C); THENCE SOUTHERLY ALONG SAID EARTHWORK OUAN7777ES• anv EASTERLY LINE ON A CURVE TO THE RIGHT WITH A RADIUS OF 1462.69 FEET A DISTANCE OF 487.42 FEET; N01E.• THE EARIHNgPK OUANR7/ES USIm HERE ARE APPROXIMATE OUANBIIES FOR ROUGH THENCE CONTINUING ALONG SAID EASTERLY LINE ON A CURVE TO LEFT WITH A RADIUS OF 447.68 FELT, A DISTANCE OF 285.95 FEET TO THE TRUE POINT OF BEGINNING; EXCEPT THE SOUTH 30 FEET THEREOF GRADNG (ESIINAIED FOR PERMRT RENEW CAE Y). AS SUM,, DNEY DO NOT INCLUDE p1AN77 CONVEYED TO KING COUNTY BY DEED RECORDED UNDER RECORDING FOR UAU1Y 1RENCN /NCI OR BUILOJNG FOIAVDA7/LWS CpVTRAC)DYP SNAIL BE RESPQV9BLE FOR NUMBER 5098735. INDEPENDEAA7LY DE7 NAMING ALL QUAN7I71ES FOR BIDDING AND CONSTRUCTION. DRAINAGE IMPERIOUS SURFACES CUT 240 C. Y. EXISTING IMPERVIOUS SURFACE AREA = 59,636 S.F. FlIL 186 C. Y. NET (CUT) 54 C.Y. FINISHED IMPERVIOUS SURFACE AREA = NET INCREASE IMPERVIOUS SURFACE AREA = 6,167 SF MS.- NEW PGIS AREA = 2,933 S.F. REMOVED PGIS AREA = S.F. CATCH BASIN TYPE 1 NET INCREASE PGIS AREA = 1,71.198 ................. ...................0 .................... ' TJE'C" L.. 1.. ll I.L -J. Lo 1.. n nr -�. i 1 . . . . . . . . . . . . . . . . . . . . 1 1 :1 CALL BEFORE YOU M 1- 800 - 424 -5555 FOR FIELD LOCATION OF UNDERGROUND UTILITIES NO. REVISION EI E GENERAL NOTES: 1. ALL WORK SHALL BE IN ACCORDANCE WITH THE LOCAL AGENCY DESIGN AND CONSTRUCTION STANDARDS. IF AN ELEMENT OF WORK IS NOT COVERED BY THE CITY STANDARDS THEN THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION AND AMERICAN PUBLIC WORKS ASSOCIATION (WSDOT /APWA) STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION, CURRENT EDITION, SHALL APPLY UNLESS OTHERWISE INDICATED OR SPECIFIED. 2. UNLESS OTHERWISE INDICATED OR SPECIFIED, ALL WORK UNDER THIS CONTRACT SHALL BE MANAGED AND ADMINISTERED BY THE CONTRACTOR. IN ADDITION TO THE GENERAL WORK INDICATED IN THE CONTRACT DOCUMENTS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR WORK SITE SAFETY AND COMPLIANCE WITH THE LATEST APPLICABLE CODES AND ORDINANCES 3. PRIOR TO SUBMITTING THE BID, THE CONTRACTOR SHALL VISIT THE SITE OF THE WORK AND BECOME FAMILIAR WITH ALL CONDITIONS INVOLVED IN CARRYING OUT THE WORK. MAKE ARRANGEMENTS WITH OWNER FOR SITE VISIT DATE AND TIME THE CONTRACTOR WILL PROVIDE IN HIS/HER PROPOSAL FOR ANY MISCELLANEOUS ITEMS THAT MAY NOT BE COVERED IN THE PLANS AND SPECIFICATIONS, BUT ARE NECESSARY TO PROVIDE A COMPLETE AND WORKABLE PROJECT. 4. PRIOR TO STARTING THE WORK, THE CONTRACTOR SHALL VERIFY THAT ALL APPLICABLE EASEMENTS HAVE BEEN OBTAINED BY THE OWNER. PRIOR TO STARTING ANY WORK IN THE PUBLIC RIGHT -OF -WAY, THE CONTRACTOR SHALL OBTAIN ALL APPLICABLE STREET USE / PUBUC RIGHT -OF -WAY CONSTRUCTION PERMITS. 5. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND CONDITIONS SHOWN ON THE DRAWINGS PRIOR TO PROCEEDING WITH ANY WORK OR FABRICATION OR ORDERING OF MATERIALS. 6. THE CONTRACTOR SHALL COORDINATE THE WORK OF ALL TRADES REQUIRED TO PERFORM THE WORK, AND SHALL BE RESPONSIBLE FOR THE d01" OF HIS/HER TO THE WORK OF OTHER TRADES. 7. NO PORTION OF THE WORK REQUIRING A SUBMITTAL APPROVAL SHALL BE COMMENCED UNTIL THE SUBMITTAL HAS BEEN APPROVED BY THE OWNER. ALL SUCH PORTIONS OF THE WORK SHALL BE IN ACCORDANCE WITH APPROVED SUBMITTAL MATERIALS. & CONTRACTOR SHALL SCHEDULE WORK TO AVOID, AS MUCH AS POSSIBLE, ANY INCONVENIENCE OF NEIGHBORING BUILDING OCCUPANTS AREAS UNDER CONSTRUCTION SHALL BE PROPERLY FENCED OFF BY TEMPORARY PARTITIONS OR BARRICADES. 9. CONTRACTOR SHALL KEEP AREAS UNDER CONSTRUCTION CLEAR OF DIRT AND DEBRIS CAUSED BY DEMOLITION AND SHALL STORE CONSTRUCTION MATERIALS AND EQUIPMENT IN AREAS DESIGNATED BY THE OWNER'S AUTHORIZED REPRESENTATIVE 10. CONTRACTOR SHALL CHECK WITH OWNER'S AUTHORIZED REPRESENTATIVE FOR STAGING AREA AND SECURITY REGULATIONS 11. ALL MATERIAL STORED ON THE SITE SHALL BE PROTECTED FROM WEATHER TO PREVENT DAMAGE AND DETERIORATION UNTIL USE FAILURE TO PROTECT MATERIALS MAY BE CAUSE FOR REJECTION OF MATERIALS AND /OR WORK. 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL SHORING, BRACING, OR OTHER TEMPORARY STRUCTURAL SUPPORTS AS MAY BE REQUIRED AND SHALL BEAR THE COSTS OF ANY ENGINEERING THAT MAY BE REQUIRED. 13. THE LOCATION OF EXISTING UTILITIES SHOWN HEREON HAVE BEEN ESTABLISHED BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHOULD THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN, AND TO FURTHER DISCOVER ANY OTHER UTILITIES NOT SHOWN HEREON WHICH MAY BE AFFECTED BY IMPL13"TATION OF THIS PLAN. THE CONTRACTOR SHALL CONTACT UNDERGROUND UTILITIES LOCATION SERVICE (1- 800 -424 -5555) AT LEAST 48 HOURS PRIOR TO CONSTRUCTION, AND SHALL FAG OR MARK ALL EXISTING UTIU71ES IN THE FIELD AND PROTECT THEM FROM DAMAGE 14. THE CONTRACTOR SHALL BEAR ALL EXPENSE OF REPAIR OR REPLACEMENT OF UTIU71ES OR OTHER PROPERTY NOT DESIGNATED FOR REMOVAL WHICH ARE DAMAGED BY OPERATIONS RELATED TO THE EXECUTION OF THIS WORK. 15. ALL DISCREPANCIES FOUND AMONG DRATWNGS SHALL BE REPORTED TO THE OTNER'S ENGINEER FOR CLARIFICATION. IN CASE OF CONFLICT, CONTRACTOR SHALL BASE HIS/HER BID PRICE ON MOST EXPENSIVE SYSTEM UNTIL CLARIFIED IN WRITING. 16. REPRESENTATIVE FEATURES NOT NOTED ON THE DRAWINGS SHALL BE COMPLETELY PROVIDED AS IF DRAWN IN FULL IF CERTAIN FEATURES ARE NOT FULLY SHOWN OR CALLED FOR ON THE DRAWINGS, THEIR CONSTRUCTION SHALL BE IF THE SAME; CHARACTER AS FOR SIMILAR CONDITIONS THAT ARE SHOWN OR CALLED FOR. 17. ALL REWIRED WORK SHALL BE FURNISHED, INSTALLED, COMPLETE AND IN OPERATING CONDITION, AND SHALL COMPLY EWTH LATEST APPUCABLE CODES AND ORDINANCES 1& PROVIDE TEMPORARY SEDIMENTATION AND EROSION CONTROL AS NECESSARY TO PROTECT THE EXISTING STORM DRAIN SYSTEM AND PREVENT SOBS AND SEDIMENT FROM LEAVING THE SITE PROTECTION MEASURES MAY INCLUDE SILT FENCING, CATCH BASIN PROTECTION, SEDIMENT TRAPS/PONDS AND OTHERS AS REWIRED. EROSION CONTROL MEASURES WHERE INDICATED HEREIN SHALL BE CONSIDERED A REPRESENTATIVE MINIMUM. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLIANCE WITH THESE BASIC EROSION CONTROL REQUIREMENTS CONTRACTOR SHALL PROVIDE A CERTIFIED ESC SUPERVISOR FOR THE PROJECT. CONTRACTOR SHALL BE THE SOLE RESPONSIBLE PARTY FOR COMPLIANCE WITH THE CONTRACT REQUIREMENTS FOR EROSION CONTROL BY I DATE I APPR er RECOMMENDED FOR APPROVAL DATE 7 BY: DATE BY: DATE BY: DATE 1' =100' a ruL ar< •for oe .a anu lm.sv num�mrw'Iw ,.rte DATUM N VICINITY MAP SCALE: 1'= 2,000' (1) CIVIL SHEET LIST COA CIVIL TITLE AND GENERAL NOTES CO.2 EXISTING CONDITIONS AND REMOVALS CO.3 CONSTRUCTION STORMWATER POLLUTION PREVENTION PLAN CIA PAVING AND LOCATION CONTROL C2.1 GRADING PLAN C2.2 PROFILES C3.1 DRAINAGE AND BMP'S C4.1 SEWER AND UTILITY SERVICES C5.1 DETAILS - 1 C5.2 DETAILS - 2 C6.1 CDR STANDARD PLANS - 1 C6.2 CDR STANDARD PLANS - 2 IROJECT .00ATION NOTE: SEE SEPARATE SODS CREEK WATER DISTRICT PLAN SET FOR WATER SERVICES 3F Z � C o ^� Y j, ° m n r > ?i I S o Y j, ° Cm G ASPHALT PAVEMENT r > ?i G) 1z9 v ; = C L nm 3 MST BLOCK m g m n LEGEND. Y FIRE HYDRANT ASPHALT PAVEMENT 111� MST BLOCK CONCRETE PAVEMENT m VALVE I-3" BEND FITTING WATER METER DITCH OR SCALE FLOW LINE • AREA DRAIN CATCH BASIN TYPE 1 �] 0 ClENOUT -RD- ROOF DRAIN -FO- FOOT DRAIN -SD- STORM DRAINAGE LINE (SD) o nO r w ti ABBREVIATIONS: 'p N AD AREA DRAIN KC KING COUNTY APWA AMERICAN PUBLIC WORKS ASSOCIATION KCRS KING COUNTY ROAD STANDARDS ASPH ASPHALT KCSWDM KING COUNTY SURFACE WATER DESIGN MANUAL BEG BEGINNING LF UNEAL FOOT BLVD BOULEVARD LS LANDSCAPE DESIGN BMP BEST MANAGEMENT PRACTICE MAX MAXWUM BW BOTTOM OF WALL (FACE BEVATION) MH MANHOLE CB CATCH BASIN MIN MIMMUM CO CIEANOUT MJ MECHANICAL JOINT CDR CITY OF RENTON N NORTH CSBC CRUSHED SURFACING BASE COURSE NIS NOT TO SCALE CSTC CRUSHED SURFACING TOP COURSE OC ON- CENTERS CSWPPP CONSTRUCTION STORMWATER POLLUTION PGS POLLUTION GENERATING IMPERVIOUS SURFACE PREVENTION PLAN PGPS POLLUTION GENERATING PERVIOUS SURFACE DEV DEVELOPMENT PKG PARKING DISP DISPERSION PLS PROFESSIONAL LAND SURVEYOR DR DRIVE REVD REQUIRED E EAST RD ROOF DRAIN ESC EROSION AND SEDIMENT CONTROL R/W RIGHT -OF -WAY EX, EXIST EXISTING S SOUTH FC FLOW CONTROL SO STORM DRAIN FD FOOTING DRAIN SS SANITARY SEVER FDC FIRE DEPARTMENT CONNECTION STD STANDARD FF FINISH FLOOR STL STEEL 8 FH FIRE HYDRANT TW TOP OF WALL (ELEVATION) O GV GATE VALVE TYP TYPICAL D HYD HYDRANT W WATER IE INVERT ELEVATION WSDOT WASHINGTON STALE DEPARTMENT OF TRANSPORTATION R- 314201 BUILDING PERMIT CHILD School 4/25/14 CIVIL TITLE AND GENERAL NOTES CO.1 CD' )e -37 kit 201 1A I— I 11ISEV�S3IMIA 5lMIA ►MI i1A (TYP) 'V 2 ('YP) _ � I I �I / o I I I � I i I ti 1 / / GRAPHIC SCALE EXISTING TOPOGRAPHY AND REMOVALS PLAN -30 0 15 so so SCALE: 1 " =30' Z (MFIMT� 1 inch = 30 tL .................... ISO, . ...... em . . . . . . . . . . . . . . . . . ........r.... .................... , .................... CALL aff:QW YOU a , 1- 800 - 424 -5555 FOR FIELD LOCATION OF UNDERGROUND UTILITIES ,ol REVISION BY I DATE I APPR REMOVAL /DEMO NOTES. REMOVAL ITEMS ARE SHOW HERE FOR PERMIT RENEW AND COLWOWATR.W WTH SYIF PREPARATION MEASURES ONLY THE CCWIRACTOR SHALL RIiER TO THE ARafITECTSS DIR£00NS R£GARDWC REMOVALS AND SHALL BASE BIDS ON THE REMOVAL OF ALL ITEMS IN CONFLICT WTH NEW MW.. SAWCUT EXISTING PAVEMENT REMOVE EXISTING ASPHALT PAVEMENT REMOVE EXISTING PAVEMENT STRIPING ® REMOVE UTILITY POLE AND OVERHEAD POWER AND COMMUNICATIONS SERVICES (COORDINATE NEW UNDERGROUND POWER SERVICE WITH PSE AND COMMUNICATIONS WITH APPLICABLE PROVIDER) REMOVE EXISTING CONCRETE WALKWAY © REMOVE EXISTING TREE we i R 1 " =30' MANI WNT DATUM R .374202 LT arum.r ra x.rr R iN['YIDOR1 RECOMMENDED FOR APPROVAL BY: �,; 94a DATE /z BY: DATE BY: DATE BY: DATE BUILDING PERMIT CHILD School 54/2E EXISTING TOPOGRAPHY AND REMOVALS Cv' 2- 7y (yam _ �I °nCC G m m� G 3 € °? 020 i J O € 0 .0 N n i 8 a mC S L M < z Z C m m 8 m �I I� °nCC G m pn G v O € °? 020 i J O € 0 .0 N I� °nCC G m G z 1 ®- -V9 lJLSkJO l VJ9 u o LS IJ uVO9 uuo V ISO uu.uvu0 C711 GRAPHIC SCALE EROSION AND SEDIMENT CONTROL PLAN -30 U 15 30 so SCALE: 1"=30' ( IN FEET (i) 3 ) 1 inch - 90 ft BY: BY: BY: BY: SET REBAR AND CAP IN ASPHA� AT THE CENTER OF COL -D SAC PSOITION FOR THE LAT OF L' O7 SILT FENCE PER COR STD PLAN 214.00/CO.3 O2 CONSTRUCTION ENTRANCE AT EXISTING PAVED DRIVEWAY 03 CATCH BASIN PROTECTION PER CDR STD PLAN 216.30/CO.3 ffiC,10AIdL490M GONSTRU MV MQLaCE S7AW.4W ESCPLANNOTE& 1. PRE - CONSTRUCTION MEETING. 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 2 POST SIGN WITH NAME AND PHONE NUMBER OF ESC SUPERVISOR (MAY BE CONSOUDATED WITH THE REWIRED r ,qr de rr GCVE /WM.MY FACILITIES, UTILITIES, ETC.) !f NOTICE OF CONSTRUCTION SIGN). 2 THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF THE APPLICANTASC SUPERVISOR UNTIL ALL CONSTRUCTION IS 3. FLAG OR FENCE CLEARING LIMITS. ' APPROVED. 4. INSTALL CATCH BASIN PROTECTION IF REWIRED. 3. THE BOUNDARIES OF THE CLEARING UNITS SHOWN ON THIS PLAN SHALL BE CLEARLY FLAGGED BY SURVEY TAPE OR FENCING, IF REWIRED, PRIOR TO CONSTRUCTION (SWAM APPENDIX D). DURING THE CONSTRUCTION PERIOD, NO 5. 6. GRADE AND INSTALL CONSTRUCTION ENTRANCE(S). INSTALL PERIMETER PROTECTION (SILT FENCE, BRUSH BARRIER, ETC.). DISTURBANCE BEYOND THE CLEARING UNITS SHALL BE PERMITTED. THE CLEARING UNITS SHALL BE MAINTAINED BY THE APPUCANTASC SUPERVISOR FOR THE DURATION OF CONSTRUCTION. 7' 5 4. STABIUZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES, SUCH AS CONSTRUCTED WHEEL WASH SYSTEMS OR WASH 8• GRaa j PADS, MAY BE REWIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN AND TRACK OUT TO ROAD RIGHT OF WAY DOES NOT OCCUR FOR THE DURATION OF THE PROJECT. 9. CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTOR DIKES, PIPE SLOPE DRAINS, ETC.) SIMULTANEOUSLY 5. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED PRIOR TO OR IN CONJUNCTION WITH ALL CLEARING AND GRADING SO AS TO ENSURE THAT THE TRANSPORT OF SEDIMENT TO SURFACE WATERS, DRAINAGE SYSTEMS, AND a+xR9wRWRwnna � ADJACENT PROPERTIES IS MINIMIZED. WITH CLEARING AND GRADING FOR PROJECT DEVELOPMENT. COORDINATE WITH WALL CONSTRUCTION AND FILL 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 PLACEMENT AND ADJUST SWALES AND SEDIMENT TRAPS AS NECESSARY. 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.). 10. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH KING COUNTY STANDARDS AND 7, THE ESC FACIUTIES SHALL BE INSPECTED DAILY BY THE APPUCANT/ESC SUPERVISOR AND MAINTAINED TO ENSURE CONTINUED PROPER FUNCTIONING. WRITTEN RECORDS SHALL BE KEPT OF WEEKLY REVIEWS OF THE ESC FACILITIES. MANUFACTURER'S RECOMMENDATIONS. 8. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WET SEASON OR SEVEN DAYS DURING THE DRY SEASON SHALL BE IMMEDIATELY STABIUZED WITH THE 11. RELOCATE EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO THAT AS SITE CONDITIONS CHANGE APPROVED ESC COVER METHODS (E.G., SEEDING, MULCHING, PLASTIC COVERING, ETC.). THE EROSION AND SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE WITH THE KING COUNTY EROSION AND g. ANY AREA VIEWING ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN SEVEN 7 DAYS. 12 SEDIMENT CONTROL STANDARDS. COVER ALL AREAS THAT WILL BE UNWORI(ED FOR MORE THAN SEVEN DAYS DURING THE DRY SEASON OR TWO 10. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WTHIN 24 HOURS FOLLOWING A STORM EVENT. DAYS WRING THE NET SEASON WITH STRAW, WOOD FIBER MULCH, COMPOST, PLASTIC SHEETING OR 11. AT NO TIME SHALL MORE THAN ONE (1) FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT EQUIVALENT. FLUSH SEDIMENT -LADEN WATER INTO THE DOWNSTREAM SYSTEM. 13. STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN SEVEN DAYS 12. ANY PERMANENT RETENTION/DETENTION FACILITY USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY EROSION CONTROL MEASURES AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE PERMANENT 14. SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS. FACILITY IS TO FUNCTION ULTIMATELY AS AN INFILTRATION SYSTEM, THE TEMPORARY FACILITY MUST BE ROUGH GRADED SO THAT THE BOTTOM AND SIDES ARE AT LEAST THREE FEET ABOVE THE FINAL GRADE OF THE PERMANENT FACILITY. 15. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE STABILIZED AND BMPS REMOVED IF 13. COVER MEASURES WILL BE APPLIED IN CONFORMANCE WITH APPENDIX D OF THE SURFACE WATER DESIGN MANUAL APPROPRIATE 14. PRIOR TO THE BEGINNING OF THE WET SEASON (OCT. 1), ALL DISTURBED AREAS SHALL BE RENEWED TO IDENTIFY WHICH ONES CAN BE SEEDED IN PREPARATION FOR THE WINTER RAINS. DISTURBED AREAS SHALL BE SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON. A SKETCH MAP OF THOSE AREAS TO BE SEEDED AND THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE DOES INSPECTOR FOR REVIEW. . . . . . . . . . . . . . . . . . . . . -ORE Y CAJJ- BET 0V DIG . . . . . . . . . . . . . . . . . . . . , REVISION on Cum mmmv • WOCY NM, IglmaNw: NNr ,wa�%iw, 1 =30' �� DATUM R NL 8.1,F naR,Fi r ,qr de rr GCVE /WM.MY � Q r R- 314203 YIXq N RLIENGGC Y W LYYIYL MIOq.IYFIMw'.ARK4PI i' Goerawewr.Gaua ': IOGFYIE LIYINLIF6, xnu�rw RFr.a.R�so 6ROloxrRar m > °o naR,Fi u 3 � Q r !f i m CD m m ° p ar ' D 0 J 3 = C n m •... rrNa,lgol - i 5 FIE..,Irl6r a 3 1 GRaa j T \ , a+xR9wRWRwnna � INGGLGwRarYY L WaIIdPYE e 1.'I. fiLTFB10E WYEIgE0WlYwlIE OFNLPGRREDMFIB. 1]. GLT F91LGgM] IMGILrTOTIaTLOLWIMIr�pyLxdrwlLloomnEVUlwRluFdanLdawwowaa N!!lOYL11MTC0 FIQMMdfE WIfIGYiC1NROWNTK dRIN1rMIwITOAOWf11W dpY L YY.IMGG/TMlAlaq'NlEngli s,. TIEmaIQ1GE1® NmI6t7TKmwawolmeoeglLw. 11CGFT0FTiMY .WYaGMgICFIYfFICNOIrIGFE ,wRwadGR,E. '.wnw�nwn.txnu,.nR .61lSxH %[}f iNxRxaiiN�N[ MNMRXWI.WU� xx ANLN. 22 YR-0YRD�FONGIR� I�I.MG6rG�GR OMI�G.YMMMFLII�NOII�dGOIGNFdI :A WMEETEfHIfEq NGfN1® .TXEGIOPEGIwLMbf EGIEIPFATM12tT' YL IGI1YPRlI ,LiTf9I.£gY ®.TIFfiINGIMpgNIIwpI WYgFIEI ®4 ®YIl6E1gTlErtW1GM ®OFT1gRlF61E Ifi WEIL9FIIFOnp6EpIM IXI1lREILMIMT6T/91w0TX6FENS'Rlq WEOTWPMIgllllgl[ldIFOdF.IINrT 6RlR. & WGIENIIEEFIMiar 11. ANT dMNi9W1.wRBNRRI�In6Y. 9i IRCgIpg11MT®gYEIH MpglFN4Wllq lXF/YYREMFq@IrMOWIM11r TOAOwRfIMd106 La rtgllPdIAMTOGIfatT16YG1 {LW[OTIGFEE Gg11GdTM [R.p400iPNpA01L.M.GMI�FIOgAIMC MNdWNGGXR11wIMTdV PDYIeMWIIH. TOMFBIOEIITNpEWI1EIr1 /�2MFBIOLdIddmMtlW BFllGIB1I. a''`r. I TM FM M6ngc' r'°' a6alo[ n�EtrwoGla6wogi.° �ITr1O�w ¢rounMwnwNOOanwvLrlvlioGa is PuEuc WO[UC OLT M1001 on' no - ffi4 MPARPVCNi I V.RRf: -1 200fl - L rweaure -• >A, Yw.nllRr ♦ \ \�:.\ \ �� 6�.RMew.w \ . \ ��- wGMdwnrw y / I,I . aR01TB. - eR.w...rmw ., �� wrdnrrMl mwrwna,Ema � \ � i gw.GS,� GIp1r 1. irrerliGgl DnlawWjbr,M,vY.1W.GiwNa L IYLLbMNR6,G.WMgG,.nRYY.GrIMFw GFIRq. a Te.,,n,.Gw.,.ranm.I,arelWRgw + sr.+ew . rr a r. Glenn .rrr.�.ggroa,ere.ea�GI.G.LOU£w PUUUC WOAKS CATCH DAWN RTM am' PLAN - siaA0 � IP PiN1NY.N' N.RC.£ zoos BUILDING PERMIT CHILD School CONSTRUCTION STORMWATER POLLUTION PREVENTION PLAN co. R -22 -7v=) 0a;, A- 4/25/14 C0.3 I �I y m > °o N A u 3 � Q r TD i m CD m m ° p ar ' D 0 J I �I y m > °o N A C � � Q r i m CD _ Z r ' ° p ar ' G �2Z 0 J 3 = C n m i a 3 T xy I �I y f L N A G � Q r CD r ' ° p ar ' 0 J N i I � �o $F o m ( CD Z ' 0 SEC. 29. T. 23 N.. R. 5 E. W.M. 2 r "z m m r Ch — U) IZ d d IlUl1U 1/49 SEC. 299 123 H.9 Ho V E. WollUllo I - I o — — — . . . . . . . . . . . . . . .. . . . : . . . . . . . . . . . . . . . . . . . . e: u. . . . . . . . . . . '-111 gineering CALL EEFORE YOU QfQ .. .......... ... . Consultants 4M Rainiff BW N, Ste 201 i P.O. BDx 1787 425-391-1415 FOR FIELD LOCATION OF UNDERGROUND UTILITIES lssqwh, WA 98027 �Aec".Com RECOMMENDED FOR APPROVAL BY: DATE 7- 2-14-2-id-GRAPHIC SCALE BY: DATE -20 0 10 Z0 40 BY: DATE IN Fter � BY: DATE I inch - 20 & BUILDING PERMIT VmT CITY GGMMENTS NNT 6 26 14 °N"• wr ISSUED FOR CONSTRUCTION WMT 6 14 om�Y °"O1 � R=374205 DATUM a� NO. REVISION BY DATE APPR CHILD School GRADING PLAN C D: 12- —;�;7vz0 S— 4/25/14 C2.1 `f z I � cad n m m 3 f: a m a o m � GRADING PLAN CONSTRUCTION NOTES: GRADING PLAN NOTES: " Z z c F'RG°ERTY AREA. 175111 SF SCALE: 1 =20' 1 REGRADE DRIVE AISLE AT 15% MA%IMUM GRADE MW AREA: 108,588 SF 2 REGRADE FOR BUILDING. LOWER GRADE AROUND SE NET PRO•.ECT DISTURBANCE AREA (70 YJMADE).• 12922 SF m CORNER TO 404.00 MAX CUT 236 CY (354 7NS) [70 BE REUSED ON -577E IF DEEMMED COMPEIENT, OTNERMISE DXPORILD TO A LEGAL D15705AL 571E AT 7NE C•ONIRAC70RS DISCRERON] 3 REGRADE FOR NEW WALKWAY FILL 144 CY (216 7NS) [FROM 0V -S7E CUT MATERIALS IF SUITABLE, ANY IMPORT MATERIAL IS ANRCTPATEV 70 COME n?ON A LOCAL PIT AT THE CONIRACTOK'S 0150 RONJ 4 REGRADE FOR PLAY AREA NATURAL DRAINAGE SYSTEMS - PERENNIAL OR INIERMITIENT NOW NOTED BY SURWYOR 5 REGRADE FOR CONCRETE PATH A REGRADE FOR PARKING WIDENING . . . . . . . . . . . . . . .. . . . : . . . . . . . . . . . . . . . . . . . . e: u. . . . . . . . . . . '-111 gineering CALL EEFORE YOU QfQ .. .......... ... . Consultants 4M Rainiff BW N, Ste 201 i P.O. BDx 1787 425-391-1415 FOR FIELD LOCATION OF UNDERGROUND UTILITIES lssqwh, WA 98027 �Aec".Com RECOMMENDED FOR APPROVAL BY: DATE 7- 2-14-2-id-GRAPHIC SCALE BY: DATE -20 0 10 Z0 40 BY: DATE IN Fter � BY: DATE I inch - 20 & BUILDING PERMIT VmT CITY GGMMENTS NNT 6 26 14 °N"• wr ISSUED FOR CONSTRUCTION WMT 6 14 om�Y °"O1 � R=374205 DATUM a� NO. REVISION BY DATE APPR CHILD School GRADING PLAN C D: 12- —;�;7vz0 S— 4/25/14 C2.1 `f z I � cad n m m 3 f: a m a o m � I; y I � cad O f: a € a r a o E N ` z c t n I, Nz m m m I; y cad �o� n °o co, € a r m 0 o C N I; m 0 o C F. F- 'V^J ^VJ CL ^a_ I - 4 H IIV 1149 SEC. 299 7.23 Hog Goo 5 E. W.M. DRIVEWAY FROM BENSON ROAD SOUTH - PROFILE HSCALE: 1 "= 20'/VSCALE 1" =5' 20'VC • EXISTING GRADE .. ..... ......... .. .......:.......:. FINISHI:Q .:.. ... . 104-20 104•40 104-60 104-80 114-00 114-20 114-40 1 1 4-60 1 1 4-80 12;-0( ASPHALT WALKWAY FROM BUILDING TO PLAYGROUND .................... . . . . . . . . . . . . . . . . . . . . Engineering 485 Rainier BW N, Ste . . . . . . . . . . . . . . . . . . . . Consultants :�• 1 P.O. Box 1787 425-391-1415 kmquah, WA 98027 �Aeccivi 1 L LK I I I I > 0 +00 0 +20 0 +40 I 0 +60 I 0 +80 1 +00 1 +20 1 +40 1 +60 1 +80 CONCRETE ADA PATH HSCALE: 1 "= 20' /VSCALE 1 " =5' GRAPHIC SCALES 5 0 10 2D ID (BOEMON1'11) I Lo. -20 & 0 0 25 5 10 (vsRTr,AQ I I= -5 tt RECOMMENDED FOR APPROVAL BY: -- DATE �1-27-2e()4- BY: DATE BY: DATE BY: DATE BUILDING PERMIT > 1• =20'•^ CHILD School 4/25/14 �� R=374206 CITY COMMENTS wNT 626 14 °Yt ISSUED FOR CONSTRUCTION MT 6 2 14 —, DATUM PROFILES i „�� I C2.2 . Im alc wl NO. REVISION BY DATE APPR IS o v o a 'e @ w 3 D m z m N �m � D d IS o v o a 'e @ a= D a° N r � �m z d C a, 3 nm 3 rn 3 m z m IS o O F or £ m a O y+ a= D a° N r � �m z N IS o a m o O D •4 � N 2 �m z F- Ch OL r Iil I NATIVE GROWTH RETENTION\ AREAs (NGRA) = 28,340_ S 9 u0 =5 uU09 uuu V LSO uu0 PIPE OUTFALL TO EXISTING DITCH, v(TYP) (/ TYPE 1 /2 12 \ W /SOLID LID \ RIM 406.10 IE404.50 001 `� \ \,(D N1.\ \ \ \ \ � \ mss_ l DRAINAGE MITIGATION AREAS : - \ - � SD x SD_ TOTAL NEW PLUS REPLACED IMPERVIOUS SURFACE = 6,167 SF NATIVE GROWTH RETENTION AREA CREDIT REQUIREMENT = 3.5 X 6,167 = 21,565 SF NATIVE GROWTH RETENTION AREA PROVIDED ='244 SF �> xi 34o ss - O7 CONNECT STORM D) 1AI NOTES O0S713 5.5 52 LF I I 7 -10 1 ) CO TYPE 1 \ 0 0.056 ft /ft� W /SOUD LID 2 ; 1. UNLESS OTHERWISE INDICATED, STORM DRAIN PIPE (SD) SHALL BE PVC, ASTM D3034, SDR 35 - OR / / - ` RIM 40150 CORRUGATED HIGH DENSITY POLYETHYLENE (CPEP) DOUBLE WALL SMOOTH INTERIOR BY 'ADS' OR 'HANCO * OR APPROVED EQUAL - 2. DUCTILE IRON PIPE (DI), WHERE (IF) INDICATED (AND /OR REQUIRED), SHALL CONFORM TO AWWA C151. UNLESS \ - OTHERWISE INDICATED PIPE SHALL BE MINIMUM THICKNESS CLASS 50. FITTINGS FOR DUCTILE IRON PIPE SHALL - BE RUBBER GASKET PUSH -ON -JOINT (TYTON) OR MECHANICAL JOINT (M.J.) CONFORMING TO AWWA C111. METAL THICKNESS AND MANUFACTURING SHALL CONFORM TO APPLICABLE PORTIONS OF AWWA C110. MECHANICAL JOINT, DUCTILE IRON, COMPACT FITTINGS 12 INCHES AND LESS SHALL BE IN ACCORDANCE WITH AWWA C1532 - 3. FOOTING DRAINS SHALL BE 4' MINIMUM DIAMETER PVC, ASTM D2729 WITH DRILLED OR SLOTTED PERFORA71ONS I I I WHERE INTENDED FOR COLLECTING GROUND WATER AND SOLID WALL WHERE INTENDED FOR CONVEYANCE SET , FOOTING DRAINS AT 0.005 FT/FT MINIMUM SLOPE TO DRAIN AND CONNECT TO THE STORM DRAIN SYSTEM CONSTRUCTION NOTES: (BYPASSING ANY TREATMENT AND /OR DETENTION SYSTEMS) IE 399.00 4. ROOF DRAIN EXTENSIONS SHALL BE 4' MINIMUM DIAMETER PVC, ASTM 02729. SET ROOF DRAIN EXTENSIONS AT 1 DRAINAGE SWALE PER DETAIL 9/C5.1 11 FOUNDATION DRAIN PER DETAIL 1 /C5.1 DRAINAGE AND BM P PLAN 0.005 FT/FT MINIMUM SLOPE TO DRAIN AND SHALL BE CONNECTED TO THE STORM DRAIN SYSTEM AS INDICATED. O CATCH BASIN TYPE 1 PER CDR STD PLAN 200/06.1 12 MAINTAIN EXISTING DITCH SCALE: 1' =30' 5. ROOF DRAIN DOWNSPOUT LEADERS ARE SHOWN TO PROVIDE SCHEMATIC LAYOUT. CONFIRM DOWNSPOUT O3 6' MIN. DIAMETER STORM DRAIN PIPE, TRENCH PER CDR STD PLAN 22O/C6.1 13 DAYLIGHT WALL DRAIN TO EXISTING DITCH LOCATIONS FROM ARCHITECTURAL ROOF PLAN. FIELD COORDINATE AND ADJUST LAYOUT AS NECESSARY FOR CONNECTIONS OF DOWNSPOUTS TO LEADERS 4 RIPRAP ARMOR AT DUVALL PER DETAIL 10/C5.1 14 12' DIAMETER STORM DRAIN PIPE, TRENCH PER CDR STD PLAN 220 /06.1 6. CMP DET. PIPE MATERIAL, JOINTS, AND PROTECTIVE TREATMENT SHALL BE IN ACCORDANCE WITH SECTION 9.05 5 BOUNDARY OF NATIVE GROWTH RETENTION AREA 15 CONNECT RIPRAP ARMOR TO LEVEL SSPREADER PER CDR STD PLAN OF THE WSDOT /APWA STANDARD. SPECIFICATIONS AS MODIFIED BY THE KING COUNTY ROAD STANDARDS AND 217.50/C6.2 AASHTO DESIGNATIONS 6 CUT EXISTING CURB FOR DRAINAGE TO EXISTING CB RECOMMENDED FOR APPROVAL BY: DATE 7.23.ae••f BY: DATE BY: DATE BY: DATE C� r 1 LF 12' SDO P.025 ft/ft I i_:. - :l i i II -80 0 10 9D EO ( IN FRi61' ) 1 imh - 90 & BUILDING PERMIT CHILD School 4/25/14 DRAINAGE AND BMP'S I C3.1 R•374z©1 C3 o0 7. PAVEMENT TRENCH DRAINS SHALL BE Y WIDE CAST IRON ASSEMBLIES BY NEENAH, R- 4995 -8, TYPE M MEDIUM 7 CONNECT NEW SO PIPE TO EXISTING WITH CUT -IN WYE DUTY OR APPROVED EQUAL 8O WALL DRAIN PER DETAIL 2/C5.1 OR 3/C5.1, AS APPLICABLE 8. SWPE PIPE SHALL BE HIGH DENSITY POLYETHYLENE (HOPE) AND COMPLY WITH THE REQUIREMENTS OF TYPE III c m C5P34 AS TABULATED IN ASTM D1248, SHALL HAVE THE PPI RECOMMENDED DESIGNATION OF PE3408, AND O 4' MINIMUM DIAMETER PVC DRAIN PIPE TO CONNECT WALL DRAINS TO STORM SHALL HAVE AN ASTM D3350 CELL CLASSIFICATION OF 345534C. THE PIPE SHALL HAVE A MANUFACTURER'S GRAIN SYSTEM RECOMMENDED HYDROSTATIC DESIGN STRESS RATING OF 800 PSI BASED ON A MATERIAL WITH A 1600 PSI 10 ROOF DRAIN PER DETAIL 1/C5.1 DESIGN BASIS DETERMINED IN ACCORDANCE WITH ASTM D2837 -69. THE PIPE SHALL HAVE A SUGGESTED DESIGN m WORKING PRESSURE OF 50 PSI AT 73.40 F AND SDR OF 32.5. RECOMMENDED FOR APPROVAL BY: DATE 7.23.ae••f BY: DATE BY: DATE BY: DATE C� r 1 LF 12' SDO P.025 ft/ft I i_:. - :l i i II -80 0 10 9D EO ( IN FRi61' ) 1 imh - 90 & BUILDING PERMIT CHILD School 4/25/14 DRAINAGE AND BMP'S I C3.1 R•374z©1 ( I I C3 o0 C € 20 C � o = �Qr ' °= 0 c m I � A ( I I C3 D F 0 € 20 C � o = �Qr ' m 0 c G-z) C C N m m I y D F 0 N � n a � o = �Qr ' ti o° � F 0 O 0 ao �r ' w) N D F 0 m C f m z Z U) BUILDING %EXTERIOR FINISH INTERIOR / GRADE EXCAVA6 AND ::_ •K CONCRETE m D. r •• ROOF D•. ELEVATION / VARIES, �ri ■ �.. FOOTING D. GRAVEL VEL AND FILTER BELOW BOTTOM OF FOOTING EXTRUDED O 6' HIGH CONC. EXTRUDED CURB SET IN EPDXY JOINTS 0 20' -0' MAX. 2 8' MIN 10' MAX ASPWLLT PAVING 0 SECTION BASE ROCK EXTRUDED CONCRETE CURB SWALE SLOPE 3' -0' 1 3' -0' FO LATCH EXISTING 4:1 I GRASS LINED SWALE NOTE: SEGMENTAL CONCRETE RETAINING WALL CONSTRUCTION IS SUBJECT TO SPECIAL INSPECTION. SEGMENTAL CONCRETE LOW PERMEABILITY CAP BLOCK SOIL FINISH GRADE AT TOP OF WAIL 4'x18'x10.5' RETAINING WALL W/ 8'x18'x21t' STANDARD UNDISTURBED, BLOCKS AND 2• BATTER STABILE. NATIVE SOIL MAXIMUM WALL HEIGHT 5.6' 2' WALL RELIEF DRAIN BACKFILL WHERE INDICATED MINERAL FREE DRAINING �..�'� -�':�' Z GRAVEL BACKFILL "' $' `` FINISH GRADE AGGREGATE FOR WALLS AT TOE OF WALL LIMIT OF ...'> MINIMUM 4' PERFORATED PVC I =1 1 =1 H RIPE SLOPE TO DRAIN AND EXCAVATION CONNECT TO STORM DRAIN 0000000 SYSTEM. PROVIDE CLEANOUTS 0 0 0 0 & COVER WITH A MINIMUM OF CRUSHED SURFACING 6' OF 3/8' WASHED ROCK.- _ — TOP COURSE LEVELING PAD 4'0 PERE DRAINAGE PIPE SEGMENTAL BLOCK WALL 2 SCALE: N.T.S. 4" CONIC. SIDEWALK ,-T —I r °• RADIUS a ED CONCRETE CURB I_ = BOND NT SURFACE 4' COMPACTED BASE COURSE 95X CONCRETE SIDEWALK V SCALE N.T.S. PREPARED LAWN AREA � - -� PLAN DITCH FLOW LINE TYPICAL DRAINAGE SWALE 9 SCALE N.T.S. . . . . . . . . . . . . . . . . . . . . Taylor . . . . . . . . . . . . . . . . . . . . TEC Engineering iii�Iii�•�_ ii._wii aEFORE YOU I' i P.O. FOR FIELD LOCATION OF • •• 1 UTILITIES Wsoqwh, WA vi OUTLET PIPE W /30' BEVELED END .7 12' RIPRAP BLANKET. 4' TO 8' QUARRY SPALLS OVER 2" MIN AGGREGATE BALLAST BASE SECTIO RIPRAP AT PIPE OUTFACE N.T.S. 1 0 FACING HEIGHT MINIMUM ROCK (H) (D) SIZE (BASE) SIZ ) 2-M 3INCHES 2 -MAN 1 -MAN _AMAX. SLOPE LINE 4 FEET 6 INCHES 3 -MAN 2 -MAN (MAX) MG _ ROCK FA^"'^ TOP OF HEIGHT - EXISTING 01 PROPOSED GRADE DEPTH OF BASE (D) SECTION OR V ELEVATION PROPOSED GRADE TYPICAL ROCK FACING 3 SCALE: N.T.S. SURROUNDING WIDTH PER PLAN GRADE 2" ASPAHLT CLASS "B' oo.oaoaoo.oaoa.a..o —1 -1 -1 o 0 o III -o 0 0 0 0 0 3" CRUSHED SURFACING -III TOP COURSE ASPHALT WALK SCALE: N.T.S. 1/8' RAISE 1/2' WIDE J BORDEI *NOTE AREAS PVC L _T1uIr 1 2. ` 3/4' SQUARES i SPACED -3/4' Ti 00 AS INDICATED 70002°_ 1/8' 0 0 FIBRE JOINT PACKING 10' 1/2 44. 3/4^ TYPICAL CLEANOUT 11 SCALE N.T.S. HOT MIX ASPHALT (HMA) CLASS 1/2 It FINISH GRADE AT PAVEMENT EDGE HOT MIX ASPHALT (HEM) CLASS 3/4' COMPACTED SUBGRADE x THE INDICATED PAVEMENT THICKNESSES SHALL DEFER TO THE GOETECHNICAL ENGINEER'S RECOMMENDATIONS WHERE AVAILABLE. ASPHALT PAVEMENT KIS 1/4' FINISH JOINT SEE SITE PLAN LANDSCAPE GRADE SIDEWALK 4" COMPACTED GRAVEL INTEGRAL CONC. CURB /SIDEWALK N.T.S. 3' -0" MIN. MAXIMUM 1/2' CHARGE IN LEVEL BETWEEN CURB CUT AND PAVING ' AS INDICATED " AS REQUIRED DIAMOND TEXI)RED FINISH ON RAMP CONCRETE CURB RAMP 12 SCAIE N.T.S. Rm Im. RADNIS PARKING PAVEMENT RECOMMENDED FOR APPROVAL BY: 15— DATE 7 -ZY -Z V BY: DATE BY: DATE BY: DATE BUILDING PERMIT ••• CHILD School 4/25/14 WNT CITY COMMENTS WNT 5 26 14 °Yt Err DATUM ISSUED FOR CONSTRUCTION WNT 6 2 14 wmL T R= 374208 DETAILS C5.1 an„r NO. REVISION BY DATE APPR A-NNNNA� y ;`a C0 c 3 uz m z m Nz m y C0 c z � l m C C 3: a � 3 Nz m Im � Nr y F N u� l m $ z i O a ao � Nr N m 0 a l m $ z I-- F- I— i U) li 11 a. NO PARKING FIRE LANE 12'x18' NO PARKING FIRE LANE SIGN SCALE N.T.S. STEEL PIPE SLEEVE SWING CAP OVER POST (SIZE ACCORDINGLY) (TYP) OPENING PER PLAN DRILLED PLATES WITH PIN AND PROVISIONS FOR PAD LOCK -\ 3" MIN. HIGH WHITE BLOCK LETTERING RED BACKGROUND PAM FIRE LANE CURB PAINT SCALE N.T.S. 2.5 "0 GAVANIZED STEEL TOP PIPE RAIL (TYP) FINISHED GRADE ---------- Z 2 °0 GAVANIZED STEEL 6 °(MIN.)0 GALVANIZED STEEL PIPE RAIL (TYP) PIPE GATE POST (TYP) —� CONCRETE GATE POST NOTE ALL STEEL PIPE SHALL BE SHOP FABRICATED FOUNDATION (TYP) — AND WELDED AND HOT DIP GALVANIZED. DOUBLE SWING STEEL GATE SGNL. N.T.S MO 1...11.............. : 1111. 1111 ,. :LIE„ .:. -, TEanylionr e :A�:: •-� • i ..._�..-- -- -1111.__... . .11. . .11 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Consultants :.• - - 1111.. P.O. Bm 1787 425-391-1415 Issoquah, WA 90027 485 Rahw Blvd N, Ste 201 Fk FT:7kA'IZ9 me, BY I DATE I APPR TYPICAL ROADWAY IMPROVEMENT SECTION SCALE ,• =5' RECOMMENDED FOR APPROVAL BY:_ DATE 7•L3•yn� BY: DATE BY: DATE BY: DATE BUILDING PERMIT x,.. -��»� CHILD School k R= 314209 �� DATUM it „Q,�,o, DETAILS R SYx/QLR/QY /� 4/25/14 C5.2 I � 8 aC I z m 2 WELD 311V STL PLATE TO TOP N z � OF 20x2' T.S. AS WEATHER �+ 6' -0" MAX. 6' -0" MAX 2 °0 STD STEEL PIPE POSTS °A• CLOSURE G14NO WELDS n CDNC. APRON 3 14 C U• 2 "0 SID STEEL �j SMOOTH. AS REO•D FOR FLUSH $ AT EACH POST PIPE W/WELDED I FINISH. '�� o ALUMINUM PLATE U 1 tCDNC,ARN 16 OA. GAILY. ,_,/2.0 p SIGN PER PLAN `r STEEL SLEEVE co STEEL PIPE TYP (TYP) TEGUL AIINERALEAD OR E PDXY GROUT STRUCTURE BELOW TOP OF CONC. - MIN. . 1111 ALUMINUM PLATE SEE POST SIGN PER PLAN HOST 84SE BASE DETAIL STEEL RAIL DETAIL °W- 0 2•x2• T.S. SIGN POST, HOT INSOMRMTS °x DIP GALVANIZED. SET IN 100 WWDRNLFOR CDNC. FOOTING, OR TREATED i 4%4" WOOD POST SET IN 14 0 EPDXY € COMPACTED SELECT BACKFILL COATED BAR AT EACH NOSE — — — — — �• EXP.JI'. A. SECTION •A a• - snEL Posr INS7AUATM MAY uSE HOT DIP GALVANIZED SHOP 8 p 2 U• 1 MANUFACTURED BOLT DOWN ANCHOR g m j4 x ��ro• 0 18" OC EACH WA PUTS ON CONCRETE FINISH € a @ D SURFACES IN_UEU OF FOOTING n 9 Z /4 0 1�* OC EACH _ — — ' C v CONC. STA 1Y0 CONC. FOOTING FOR T: °0 3 0-( �\ \ STEEP POSTS, OR COMPACTED t' -H SELECT 8AMUL FOR N z m TREATED 4'X4' WOOD POSE N o CONCRETE STAIRS IL 3 SCALE N.T.S. SIGN POST DETAIL 4 SCALE: N.T.S. i R/W 30' 30' PUBLIC R/W PUBLIC R/W I I I I 0.5' s p C 5' 8' 0 5' 16' VARIES a 'r 0 SIDEWALK PLANTER o 0 max 3; a O SEGMENTAL BLOCK WALL (PRIVATE) I N 2'± EXISTING GRADE SAWCUT LINE 2% EXISTING - - - 1 -1 –1 –1 TT�iri �i- an =u�i T - -- _ °_L --- - - - - -- r= �_�I–I�I ---------------------- viii T° =u �u–n – –^ – --- - - - - -- -- -- - - - - -- GRADE IIdIIJTi � CONCRETE CURB AND GUTTER HMA CL 1" OVER 6" MINERAL EXISTING EDGE AGGREGATE TYPE 2, COMPACTED OF PAVEMENT EXISTING EDGE TO 95% MAX DRY DENSITY (TYP) OF PAVEMENT FT:7kA'IZ9 me, BY I DATE I APPR TYPICAL ROADWAY IMPROVEMENT SECTION SCALE ,• =5' RECOMMENDED FOR APPROVAL BY:_ DATE 7•L3•yn� BY: DATE BY: DATE BY: DATE BUILDING PERMIT x,.. -��»� CHILD School k R= 314209 �� DATUM it „Q,�,o, DETAILS R SYx/QLR/QY /� 4/25/14 C5.2 I � 8 aC I z m H F- /6//� VJ CL CL N PRE ALLOWANCES wN a. MIaL Nr11�Ea C RIL16fK RA: W OMANI w aouowxLM y. aruermammE (SEE `:CF_ 3; fl- 1•C�aLQ41111 MO IA EsnN 1. 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