The URL can be used to link to this page

Home My WebLink AboutR-382501W M VJ iA Q w Z IrW 00 CE � Q a 0 CL0J 0 I U a z LU 2w J W Cn 2 C3 W 2 D O O 3:LU 0.J Q AN AUTOCAD DRAWING FILE IS AVAILABLE TO ASSIST WITH SITE LAYOUT. PLEASE NOTE THAT ELECTRONIC FILES ARE PROVIDED FOR CONTRACTOR'S CONVENIENCE AND SHALL NOT REPLACE NOR BE USED TO SUBSTITUTE THE CONTRACT DOCUMENTS. THE CONTRACTOR IS RESPONSIBLE FOR PROJECT LAYOUT ACCORDING TO CONTRACT DOCUMENTS AND COST FOR ELECTRONIC AUTOCAD FILES. PHONE: (253) 383-2422 FAX: (253) 383-2572 CONTACT: WILLIAM FIERST, P.E. TRENCH NOTE IF WORKERS ENTER ANY TRENCH OR OTHER EXCAVATION FOUR OR MORE FEET IN DEPTH THAT DOES NOT MEET THE OPEN PIT REQUIREMENTS OF WSDOT SECTION 2-09.3(3)6, IT SHALL BE SHORED AND CRIBBED. THE CONTRACTOR ALONE SHALL BE RESPONSIBLE FOR WORKER SAFETY AND AHBL ASSUMES NO RESPONSIBILITY. ALL TRENCH SAFETY SYSTEMS SHALL MEET THE REQUIREMENTS OF THE WASHINGTON INDUSTRIAL SAFETY AND HEALTH ACT, CHAPTER 49.17 RCW. FILL SPECIFICATION FILL MATERIAL SHALL NOT CONTAIN PETROLEUM PRODUCTS, OR SUBSTANCES WHICH ARE HAZARDOUS, DANGEROUS, TOXIC, OR WHICH OTHERWISE VIOLATE ANY STATE, FEDERAL, OR LOCAL LAW, ORDINANCE, CODE, REGULATION, RULE, ORDER, OR STANDARD. Know what's below. Call before you dig. SCALE: 1 "=60' PRECONSTRUCTION NOTES LEGAL DESCRIPTION EXISTING 1. PRE -CONSTRUCTION MEETING. TRACTS 14 AND 15, BLACK LOAM FIVE ACRE TRACTS, 1-425-255-9600 SANITARY SEWER: W 2. POST SIGN WITH NAME AND PHONE NUMBER OF ESC OF PLATS, PAGE 101, IN KING COUNTY, WASHINGTON. PUGET SOUND ENERGY SUPERVISOR (MAY BE CONSOLIDATED WITH THE REQUIRED C GAS: NOTICE OF CONSTRUCTION SIGN). y,....„.„;. . 3. FLAG OR FENCE CLEARING LIMITS. W 4. INSTALL CATCH BASIN PROTECTION IF REQUIRED. ... =-< Cf) GPS OBSERVATIONS USING WSRN AND GEOID 2012A. 5. GRADE AND INSTALL CONSTRUCTION ENTRANCE(S). CHECKED INTO CITY OF RENTON BENCHMARK 1852 ELEV:454.76 6. INSTALL PERIMETER PROTECTION (SILT FENCE, BRUSH 13AS I S O F B EARI N G BARRIER, ETC.). F 7. CONSTRUCT SEDIMENT PONDS AND TRAPS. W Z 8. GRADE AND STABILIZE CONSTRUCTION ROADS. WASHINGTON STATE PLANE NORTH PROJECTION, BASED ON GPS O 9. CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTOR MEASUREMENT ARE US SURVEY FEET. DIKES, PIPE SLOPE DRAINS, ETC.) SIMULTANEOUSLY WITH CHECKED INTO CITY OF RENTON HORIZONTAL CONTROL POINTS .. Q � 'vY v,�W4icuwiv,.uv ar!KvFt% � MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE J I O6 WITH APPENDIX D OF THE SURFACE WATER DESIGN MANUAL 1852: BRASS DISK AT NE 4TH ST AND 148TH AVE SE. AND MANUFACTURER'S RECOMMENDATIONS. 11. RELOCATE EROSION CONTROL MEASURES OR INSTALL NEW UTILITY NOTE MEASURES SO THAT AS SITE CONDITIONS CHANGE THE V EROSION AND SEDIMENT CONTROL IS ALWAYS IN THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE ACCORDANCE WITH THE CITY'S EROSION AND SEDIMENT APPROXIMATE ONLY AND HAVE NOT BEEN INDEPENDENTLY CONTROL STANDARDS. VERIFIED BY THE OWNER OR ITS REPRESENTATIVE. THE W 12. COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE EXISTING UTILITIES BEFORE COMMENCING WORK AND AGREES THAN SEVEN DAYS DURING THE DRY SEASON OR TWO DAYS TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES THAT DURING THE WET SEASON WITH STRAW, WOOD FIBER HAPPEN DUE TO THE CONTRACTOR'S FAILURE TO LOCATE MULCH, COMPOST, PLASTIC SHEETING, OR EQUIVALENT. TEAM #1 TBS! #2 UTILITIES. AHBL ASSUMES NO LIABILITY FOR THE LOCATION OF 13. STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN UNDERGROUND UTILITIES. SEVEN DAYS. 14. SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE .._ 00 ...... . .......... . . . . . . . . . ... .......... THAN 30 DAYS. M UPON COMPLETION OF THE PROJECT, ALL DISTURBED Al CIN OF RENTON COMMENTS O APPROPRIATE. 00 0 cn GRAPHIC SCALE 0 30 60 120 1"=60 FEET N88' 29 W600.65' ..18 N88 29 18"...V SE 2ND PL AUTOCAD FILE SITE MAP AN AUTOCAD DRAWING FILE IS AVAILABLE TO ASSIST WITH SITE LAYOUT. PLEASE NOTE THAT ELECTRONIC FILES ARE PROVIDED FOR CONTRACTOR'S CONVENIENCE AND SHALL NOT REPLACE NOR BE USED TO SUBSTITUTE THE CONTRACT DOCUMENTS. THE CONTRACTOR IS RESPONSIBLE FOR PROJECT LAYOUT ACCORDING TO CONTRACT DOCUMENTS AND COST FOR ELECTRONIC AUTOCAD FILES. PHONE: (253) 383-2422 FAX: (253) 383-2572 CONTACT: WILLIAM FIERST, P.E. TRENCH NOTE IF WORKERS ENTER ANY TRENCH OR OTHER EXCAVATION FOUR OR MORE FEET IN DEPTH THAT DOES NOT MEET THE OPEN PIT REQUIREMENTS OF WSDOT SECTION 2-09.3(3)6, IT SHALL BE SHORED AND CRIBBED. THE CONTRACTOR ALONE SHALL BE RESPONSIBLE FOR WORKER SAFETY AND AHBL ASSUMES NO RESPONSIBILITY. ALL TRENCH SAFETY SYSTEMS SHALL MEET THE REQUIREMENTS OF THE WASHINGTON INDUSTRIAL SAFETY AND HEALTH ACT, CHAPTER 49.17 RCW. FILL SPECIFICATION FILL MATERIAL SHALL NOT CONTAIN PETROLEUM PRODUCTS, OR SUBSTANCES WHICH ARE HAZARDOUS, DANGEROUS, TOXIC, OR WHICH OTHERWISE VIOLATE ANY STATE, FEDERAL, OR LOCAL LAW, ORDINANCE, CODE, REGULATION, RULE, ORDER, OR STANDARD. Know what's below. Call before you dig. SCALE: 1 "=60' PRECONSTRUCTION NOTES LEGAL DESCRIPTION EXISTING 1. PRE -CONSTRUCTION MEETING. TRACTS 14 AND 15, BLACK LOAM FIVE ACRE TRACTS, 1-425-255-9600 SANITARY SEWER: ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 12 2. POST SIGN WITH NAME AND PHONE NUMBER OF ESC OF PLATS, PAGE 101, IN KING COUNTY, WASHINGTON. PUGET SOUND ENERGY SUPERVISOR (MAY BE CONSOLIDATED WITH THE REQUIRED 1-888-321-7779 GAS: NOTICE OF CONSTRUCTION SIGN). VERTICAL DATUM 3. FLAG OR FENCE CLEARING LIMITS. CENTURY LINK 4. INSTALL CATCH BASIN PROTECTION IF REQUIRED. NAVD 1988 VERTICAL DATUM ON ORTHOMETRICALLY CORRECTED =-< Cf) GPS OBSERVATIONS USING WSRN AND GEOID 2012A. 5. GRADE AND INSTALL CONSTRUCTION ENTRANCE(S). CHECKED INTO CITY OF RENTON BENCHMARK 1852 ELEV:454.76 6. INSTALL PERIMETER PROTECTION (SILT FENCE, BRUSH 13AS I S O F B EARI N G BARRIER, ETC.). 7. CONSTRUCT SEDIMENT PONDS AND TRAPS. NAD 1983 8. GRADE AND STABILIZE CONSTRUCTION ROADS. WASHINGTON STATE PLANE NORTH PROJECTION, BASED ON GPS OBSERVATIONS USING WSRN AND GEOID 2012A. UNITS OF 9. CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTOR MEASUREMENT ARE US SURVEY FEET. DIKES, PIPE SLOPE DRAINS, ETC.) SIMULTANEOUSLY WITH CHECKED INTO CITY OF RENTON HORIZONTAL CONTROL POINTS CLEARING AND GRADING FOR PROJECT DEVELOPMENT. 1852 AND 1851. 10. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE 1851: BRASS DISK AT NE 4TH ST AND 140TH AVE SE. WITH APPENDIX D OF THE SURFACE WATER DESIGN MANUAL 1852: BRASS DISK AT NE 4TH ST AND 148TH AVE SE. AND MANUFACTURER'S RECOMMENDATIONS. 11. RELOCATE EROSION CONTROL MEASURES OR INSTALL NEW UTILITY NOTE MEASURES SO THAT AS SITE CONDITIONS CHANGE THE EROSION AND SEDIMENT CONTROL IS ALWAYS IN THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE ACCORDANCE WITH THE CITY'S EROSION AND SEDIMENT APPROXIMATE ONLY AND HAVE NOT BEEN INDEPENDENTLY CONTROL STANDARDS. VERIFIED BY THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL 12. COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE EXISTING UTILITIES BEFORE COMMENCING WORK AND AGREES THAN SEVEN DAYS DURING THE DRY SEASON OR TWO DAYS TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES THAT DURING THE WET SEASON WITH STRAW, WOOD FIBER HAPPEN DUE TO THE CONTRACTOR'S FAILURE TO LOCATE MULCH, COMPOST, PLASTIC SHEETING, OR EQUIVALENT. EXACTLY AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. AHBL ASSUMES NO LIABILITY FOR THE LOCATION OF 13. STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN UNDERGROUND UTILITIES. SEVEN DAYS. 14. SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS. 15. UPON COMPLETION OF THE PROJECT, ALL DISTURBED Al CIN OF RENTON COMMENTS AREAS MUST BE STABILIZED AND BMPS REMOVED IF APPROPRIATE. NO. I REVISION LEGEND: SET NAIL AND WASHER SET REBAR AND CAP TEST PIT SANITARY SEWER MANHOLE SANITARY SEWER CLEANOUT STORM CATCH BASIN STORM CLEANOUT YARD DRAIN DOWNSPOUT CONNECTION ELECTRICAL CABINET GUY ANCHOR UTILITY POWER POLE JUNCTION BOX LUMINAIRE FIRE HYDRANT WATER METER WATER VALVE WATER VAULT C=CEDAR, F=FIR, P=PINE M=MAPLE U= UNKNOWN STORM LINE ROOF DRAIN SANITARY SEWER LINE GAS LINE ELECTRICAL LINE COMMUNICATIONS LINE WATER LINE FENCE CONCRETE ASPHALT CONTOUR MAJOR INTERVAL CONTOUR MINOR INTERVAL PROPOSED TEMPORARY BENCHMARK. TBM #1 TBM #2 AHBL #110 AHBL #112 NAIL AND WASHER NAIL AND WASHER N:178534.9814 N:178539.9282 E:1315269.1685 E:1315492.6984 ELEV:402.64 ELEV:406.60 UTILITIES / SERVICES WATER: KING COUNTY WATER DISTRICT 90 PHONE: 1-425-255-9600 SANITARY SEWER: CITY OF RENTON PHONE: 1-425-430-7332 POWER: PUGET SOUND ENERGY PHONE: 1-888-321-7779 GAS: PUGET SOUND ENERGY PHONE: 1-888-321-7779 PHONE: CENTURY LINK PHONE: 1-800-244-1111 ONE CALL: 1-800-424-5555 SUIt SYM: R. ELANGOVAN RE 5/13/15 WJ F Dom": F. KATONA CHECKMW. FIERST BY DATE APPR 'moo" .S. COMFORT PARCEL NUMBER 084710-0090 SITE INFORMATION 130 JERICHO AVE SE RENTON, WA 98059 SITE DATA VICINITY MAP. OWNER RENTON SCHOOL DISTRICT 7812 S 124TH ST SEATTLE, WA 98178 PH: (425) 204-4403 CONTACT: RICK STRACKE ARCHITECT GREENE-GASAWAY ARCHITECTS P.O. BOX 4158 RENTON, WA. 98063 PH: (253) 941-4937 FAX: (253) 941-5122 CONTACT: CALVIN GASAWAY TOTAL LOT AREA = 377,665 SF (8.67 AC) EXISTING IMPERVIOUS AREA = 179,017 SF (4.11 AC) EXISTING LOT COVERAGE = 47% NEW IMPERVIOUS SURFACES = 5,594 SF (0.13 AC) REPLACED IMPERVIOUS SURFACES = 1,043 SF (0.02 AC) NEW PLUS REPLACED IMPERVIOUS SURFACES = 6,637 SF (0.15 AC) NET CHANGE IN IMPERVIOUS AREA = 3,984 SF (0.09 AC) DISTURBED AREA = 18,204 SF (0.42 AC) EARTHWORK INFORMATION CUT/FILL = 118 CY (FILL) NOTE: THE ABOVE QUANTITIES ARE ESTIMATES ONLY INTENDED FOR THE PERMITTING PROCESS AND ARE NOT INTENDED TO BE USED BY THE CONTRACTOR FOR BIDDING PURPOSES. THE CONTRACTOR SHALL MAKE THEIR OWN EARTHWORK DETERMINATION. ONSITE SOILS SHALL BE RE -USED TO THE MAXIMUM EXTENT POSSIBLE. CONTRACTOR SHALL OBTAIN IMPORT MATERIALS AND DISPOSE OF EXPORT MATERIALS AT APPROVED LOCATIONS TO BE DETERMINED PRIOR TO THE START OF CONSTRUCTION ACTIVITIES. GENERAL NOTE 1. CONSTRUCTION SURVEY SHALL BE PROVIDED BY THE CONTRACTOR. R-382501 SCALE: AS NOTED ow W" AT FULL SCALE IFITOWWCH SCALE ACCOO ORCLY BID SET VOU CAI.: N" , HOR, WAL: MAD 1963/1991 DATUM U 15002051 CIVIL ENGINEER AHBL, INC. 2215 NORTH 30TH STREET SUITE 300 TACOMA, WA 98403 PH. (253) 383-2422 FAX (253) 383-2572 CONTACT: BILL FIERST, P.E. OR ROHIN ELANGOVAN, E.I.T SURVEYOR AHBL, INC. 2215 NORTH 30TH STREET SUITE 300 TACOMA, WA 98403 PH. (253) 383-2422 FAX (253) 383-2572 CONTACT: DAVID FOLLANSBEE, P.L.S. SHEET INDEX SHEET NUMBER SHEET TITLE C1.0 COVER SHEET C2.0 TESC AND DEMOLITION PLAN C3.0 GRADING AND DRAINAGE PLAN C3.1 NOTES AND DETAILS C3.2 NOTES AND DETAILS C3.3 NOTES AND DETAILS Checked for Compliance to City Standards CITY OF RENTON Planning/Building/Public Works Dept. o�� Ec 901E �� ~ ■ - 6SI4NAL NOTICE T A C O M A - SEATTLE • SPOKANE • TRI -CITIES ALIERATO OF 1M DO=OT S WL INVALIDATE M PROFESSIONAL SEAL AND SWAM E. PLaOIION OF TNIS DOCUMW DOER NOT OSMAN FROM REWAS Ovetm owls N R is DOCUW,T IS FOR L% 2215 North 30th Street, Suite 300 Tacoma, WA 98403 MYFMNO 10 D PROEV MWO AR nU ` 253.383.2422 TEL 253.383.2572 FAX www.ahbl.com WEB AD nft TO THAT PROSECT OR FM ANY OTHER PROSECT. Drat=: MAPLEWOOD HEIGHTS ELEMENTARY SCHOOL 11 JUNE 2015 PORTABLES mom. RENTON SCHOOL DISTRICT PAW - 0 P**M " AGSowwrwc rlo: COVER SHEET C1.0 Ste: OF. 1 6 NEREMENN D n 0 D° c �cn 7 � �z ,m �o �rn n � n _ z z Fn cn 0 D z o M :�i z = c C o r ni �o o° >r� 0 �� o0 c M z rn =-< Cf) UNA 0 D D n 0 D° c �cn 7 � �z ,m �o �rn n � n _ z z Fn cn 0 D D r r� o o, d C o r ni �o o° >r� 0 �� c �N =-< O UNA r D o �o o° D mcn =-< UNA