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Home My WebLink AboutR-374201F_ 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