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HomeMy WebLinkAboutLarge Formatw z U w C� J E co Ln I L2 0 N 0 C3 ill OPINION 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF RENTON PLAN REVIEWER. 2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE 1996 STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION PREPARED BY WSDOT AND THE AMERICAN PUBLIC WORKS ASSOCIATION (APWA), AS AMENDED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. 3. THE SURFACE WATER DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS, WHICH ARE ON FILE IN THE PUBLIC WORKS DEPARTMENT. ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE CITY OF RENTON PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY SECTION. 4. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 5. DATUM SHALL BE NAVD 88 UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS. 6. ALL SEDIMENTATION/EROSION FACILITIES MUST BE IN OPERATION PRIOR TO CLEARING AND BUILDING CONSTRUCTION, AND THEY MUST BE SATISFACTORILY MAINTAINED UNTIL CONSTRUCTION IS COMPLETED AND THE POTENTIAL FOR ON-SITE EROSION HAS PASSED. 7. ALL RETENTION/DETENTION FACILITIES MUST BE INSTALLED AND IN OPERATION PRIOR TO OR IN CONJUNCTION WITH ALL CONSTRUCTION ACTIVITY UNLESS OTHERWISE APPROVED BY THE PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY SECTION. 8. GRASS SEED MAY BE APPLIED BY HYDROSEEDING. THE GRASS SEED MIXTURE, OTHER THAN CITY OF RENTON APPROVED STANDARD MIXES, SHALL BE SUBMITTED BY A LANDSCAPE ARCHITECT AND APPROVED BY THE PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY SECTION. 9. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH SECTION 7-02.3(1) OF THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL, TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. ALL PIPE BEDDING SHALL BE APWA CLASS "C", WITH THE EXCEPTION OF PVC PIPE. ALL TRENCH BACKFILL SHALL BE COMPACTED TO MINIMUM 95% FOR PAVEMENT AND STRUCTURAL FILL AND 90% OTHERWISE PER ASTM D-1557-70. PEA GRAVEL BEDDING SHALL BE 6 INCHES OVER AND UNDER PVC PIPE. 10. GALVANIZED STEEL PIPE AND ALUMINIZED STEEL PIPE FOR ALL DRAINAGE FACILITIES SHALL HAVE ASPHALT TREATMENT #1 OR BETTER INSIDE AND OUTSIDE. 11. STRUCTURES SHALL NOT BE PERMITTED WITHIN 10 FEET OF THE SPRING LINE OF ANY STORM DRAINAGE PIPE, OR 15 FEET FROM THE TOP OF ANY CHANNEL BANK. 12. ALL CATCH BASIN GRATES SHALL BE DEPRESSED 0.10 FEET BELOW PAVEMENT LEVEL. 13. OPEN CUT ROAD CROSSINGS THROUGH EXISTING PUBLIC RIGHT OF WAY WILL NOT BE ALLOWED UNLESS SPECIFICALLY APPROVED BY CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS ADMINISTRATOR. 14. ROCK FOR EROSION PROTECTION OF ROADSIDE DITCHES, WHERE REQUIRED, SHALL BE OF SOUND QUARRY ROCK PLACED TO A DEPTH OF ONE (1) FOOT AND MUST MEET THE FOLLOWING SPECIFICATIONS: 4 - 8 INCH ROCK / 40 - 70% PASSING; 2 - 4 INCH ROCK / 30 - 40% PASSING; AND LESS THAN 2 INCH ROCK / 10 - 20% PASSING. 15. ALL BUILDING DOWNSPOUTS AND FOOTING DRAINS SHALL BE CONNECTED TO THE STORM DRAINAGE SYSTEM, UNLESS APPROVED BY THE CITY PLAN REVIEWER OR SURFACE WATER UTILITY SECTION. AN ACCURATELY DIMENSIONED, CERTIFIED AS -BUILT DRAWING OF THIS DRAINAGE SYSTEM WILL BE SUBMITTED TO THE CITY UPON COMPLETION. 16. ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMITS BY THE CITY OF RENTON DOES NOT RELIEVE THE OWNER OF THE CONTINUING LEGAL OBLIGATION AND/OR LIABILITY CONNECTED WITH STORM SURFACE WATER DISPOSITION. FURTHER, THE CITY OF RENTON DOES NOT ACCEPT ANY OBLIGATION FOR THE PROPER FUNCTIONING AND MAINTENANCE OF THE SYSTEM PROVIDED DURING CONSTRUCTION. Wo OWNER: CIVIL. ENGINEER: SURVEYOR THUONG PHAM PBG, LLC APS SURVEY & MAPPING 6554 120TH AVE NE 5130 S. 166TH LANES 13221 SE 26TH STREET, SUITE A BELLEVUE, WA 98006 SEATAC, WA 98188 BELLEVUE, WA 98005 (425) 829-7317 (206) 229-6422 (425) 746-3200 CONTACT: HAN PHAN, P.E. CONTACT: TYLER SWEET, P.L.S. `t �. 111J AGI STER�� �A; TONAL t�� 17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARD, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK COVERED BY THE CONTRACT. ANY WORK WITHIN THE TRAVELED RIGHT OF WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE A TRAFFIC CONTROL PLAN APPROVE BY THE PUBLIC WORKS DEPARTMENT, TRANSPORTATION SYSTEMS DIVISION. ALL SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 1-07-23 TRAFFIC CONTROL SHALL APPLY. 18. SPECIAL DRAINAGE MEASURES WILL BE REQUIRED IF THE PROJECT LOCATION IS WITHIN THE AQUIFER PROTECTION AREA (APA). 19. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF RENTON, PUBLIC WORKS DESIGN ENGINEER. 20. ALL LIMITS OF CLEARING AND AREAS OF VEGETATION PRESERVATION AS PRESCRIBED ON THE PLAN(S) SHALL BE CLEARLY FLAGGED IN THE FIELD AND OBSERVED DURING CONSTRUCTION. 21. ALL REQUIRED SEDIMENTATION/EROSION CONTROL FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AND/OR CONSTRUCTION TO ENSURE THAT SEDIMENT LADEN WATER DOES NOT ENTER THE NATURAL DRAINAGE SYSTEM. ALL EROSION AND SEDIMENT FACILITIES SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AND/OR CONSTRUCTION IS COMPLETE AND POTENTIAL FOR ON-SITE EROSION HAS PASSED. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADDITIONS TO EROSION/SEDIMENTATION CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMITEE. 22. THE EROSION AND SEDIMENTATION CONTROL SYSTEMS DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEETANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE PERMITEE SHALL ANTICIPATE THAT MORE EROSION AND SEDIMENTATION CONTROL FACILITIES WILL BE NECESSARY TO ENSURE COMPLETE SILTATION CONTROL ON THE PROPOSED SITE. DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE PERMITEE TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY THE ACTIVITIES AND TO PROVIDE ADDITIONAL FACILITIES, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED, TO PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM. 23. APPROVAL OF THIS PLAN IS FOR EROSION/SEDIMENTATION CONTROL ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES, RESTRICTORS, CHANNELS, OR RETENTION FACILITIES. 24. DURING THE TIME PERIOD OF OCTOBER 1 ST THROUGH APRIL 30TH, ALL PROJECT DISTRIBUTED SOIL AREAS GREATER THAN 5,000 SQUARE FEET, THAT ARE TO BE LEFT UN -WORKED FOR MORE THAN 12 HOURS, SHALL BE COVERED BY MULCH, SODDING OR PLASTIC COVERING. 25. IN ANY AREA WHICH HAS BEEN STRIPPED OF VEGETATION AND WHERE NO FURTHER WORK IS ANTICIPATED FOR A PERIOD 30 DAYS OR MORE, ALL DISTURBED AREAS MUST BE IMMEDIATELY STABILIZED WITH MULCHING, GRASS PLANTING OR OTHER APPROVED EROSION CONTROL TREATMENT APPLICABLE TO THE TIME OF YEAR. GRASS SEEDING ALONE WILL BE ACCEPTABLE ONLY DURING THE MONTHS OF APRIL THROUGH SEPTEMBER, INCLUSIVE. SEEDING MAY PROCEED, HOWEVER, WHENEVER IT IS IN THE INTEREST OF THE PERMITEE, BUT MUST BE AUGMENTED WITH MULCHING, NETTING OR OTHER TREATMENT APPROVED BY THE CITY OF RENTON, OUTSIDE THE SPECIFIED TIME PERIOD. 26. FOR ALL EROSION/SEDIMENTATION CONTROL PONDS WHERE THE DEAD STORAGE DEPTH EXCEEDS 6 INCHES, A FENCE IS REQUIRED WITH A MINIMUM HEIGHT OF THREE (3) FEET, 3:1 SIDE SLOPES. 27. A TEMPORARY GRAVEL CONSTRUCTION ENTRANCE, 24 FEET X 50 FEET X 8 INCHES OF 4 TO 6 INCH QUARRY SPALLS SHALL BE LOCATED AT ALL POINTS OF VEHICULAR INGRESS AND EGRESS TO THE CONSTRUCTION SITE. LOT 8, BLOCK 2, STEWART'S HIGHLAND ACRE TRACTS, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 43 OF PLATS, PAGE 17, RECORDS OF KING COUNTY, WASHINGTON. SUBJECT TO EASEMENTS, COVENANTS, CONDITIONS AND RESTRICTIONS SHOWN ON EXHIBIT "A" AS THERETO ATTACHED AND BY THIS REFERENCE MADE A PART HEREOF. 9 Li 'M, :1 11 1 11 ' NO. REVISION BY DATE APPR DESIGNED: H. H. PHAN DRAWN: H. H. PHAN CHECKED: APPROVED: DRAWING INDEX REFERENCE SHEET NO. DRAWING TITLE cv EC1 PG1 UT1 DT1 SCALE: NONE 1OONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY �►�a� . ice, . - . --� * � •'. Rd 111; a i CITY OF I'd Planning/Building/Public Works Dept. VICINITY MAP NTS PROPERTY LINE — — — — — — — — — — — — — ADJACENT PROPERTY LINE -- — --- ROW CENTERLINE ROW LINE SDPROPOSED STORM DRAINAGE LINE W PROPOSED WATER LINE SS PROPOSED SEWER LINE ' •:1 PROPOSED INFILTRATION TRENCH ASPHALT PAVEMENT CEMENT CONCRETE PAVEMENT RECEIVE MAR — 9 2015 CITY OF RENTON PLANNING DIVISION ,� IV eG MPS � 3-10-2015 PAGE: VERT A TPE of �1N\�1G ��tij1S� 1 is OF 5 Z w z. w w NE 9TH S T x.� n ` w Q ,. r/ .,a �c = ., r.-�. .. s EL r Z Z ads, a }_ Cf va r � � NE 8TH ST O I w 0 w w W � NE 7TH ST ��� w z W , Q w z W NE 7TH PL O `[ uj z Z. _PL U NE 6TH Y w Y; SNL 6TH.ST_ . �►�a� . ice, . - . --� * � •'. Rd 111; a i CITY OF I'd Planning/Building/Public Works Dept. VICINITY MAP NTS PROPERTY LINE — — — — — — — — — — — — — ADJACENT PROPERTY LINE -- — --- ROW CENTERLINE ROW LINE SDPROPOSED STORM DRAINAGE LINE W PROPOSED WATER LINE SS PROPOSED SEWER LINE ' •:1 PROPOSED INFILTRATION TRENCH ASPHALT PAVEMENT CEMENT CONCRETE PAVEMENT RECEIVE MAR — 9 2015 CITY OF RENTON PLANNING DIVISION ,� IV eG MPS � 3-10-2015 PAGE: VERT A TPE of �1N\�1G ��tij1S� 1 is OF 5 W z F_ U Lu O w a (YPE 1 WITH SOLID ,t ID �- - - - - - - ,zIM=,385.55' T" CATCH _ 1'F3ASIN- - i2" CPP TO EAST- 382_.84' IE Rb -389.10' 2" PVC TO '*EST= 332.54' IE � �'8 -,IP TO SOUTHEAST = 387.10' IE SShii� E3(11Ov 286."n.4 _ 1'1 23' N W -- W =_� W �.�-_ W ,'--` f�1=3& 7 Ty` WL A -< fit! 8" r VC WEST = 377.7 v '' `;TORLt �1AN,10LE C SD - - SD -- �. 8 PIVC SOUTH = 377.79' RI =389 ' M a' iR fri �L -_ SD ; SC -�_ SD �OJ, i" DIP r6 NOR`H` ,1ST = 386.70' IE 12" CO TO 'NEST = 3817' IE INSTALL CONSTRUCTION ENTRANCE BOO f M = 387.05' acy PER DETAIL ONJ6IS SHEET c� ` J y SSh,1H- i RIIvi=385.83' 6O � � � ' � � -- � � 1/ ' � 8" PVC WEST 377.17' n 8" PVC EAST 377.27' ) �� f�� ° h SC I LLf4VIVl Cr S88049'07"E 95.95' I 71.94' - _ - DISTRIBUTION POLE- t _ 12 DIA. WOOD W/ U.C. CONDUITS 7 434 PVC I h 1 nirrnrrrrr , K 1441 LOT 1 SS CLE NOL ` ' ' . (7,088 SQ. Fr) LID EL= 8 M VT IS RECOMMENDED THAT THE HOUSE RUNOFF ORAI:`lS OFF ME PAO vi _ o t3 A ROADSIDE DISH PRESENT, AS _ EX. HOUSE a^ -B' QUARRY SPALLS GEOTExTILE " �5 12 -NUN, TIIVKNE6S -- ,.'ArS PULL'MUTH OF TO REMAIN ,y 7.1. CONSTRUCTION ENTRANCE SHALL BE STABILIZED WHEREVER TRAFFIC WILL BE LEAVING A CONSTRUCTION SHE AND'TRAVELING ON -j I 1 Jed I y t INSTALL INLET PROTECTION (TYP) PER DETAIL THIS -SHEET 55.74' L N89055'02"E 49.93' 5.82' TRACT "A" 3Jh N (4,919 SQ. Fr) ULI 6.03' 1 1 LOT 2 I ---------------- (7,743 SQ. Fr) , STOCKPILE INSTALL PLASTIC CO'TRING PER DETAEON TH`I�SHEET 1440) EX. TREE �- TO BE REMOVED (TYP) 1447 a 1448 O Cn i UTILITY o .EASEMENT __ tI LJ 7 J bl 1 I \ , 1 93' E S89050'06"W I Lw Ib p � _J y I t � , I L.1 0 0`;OT 3 z z (8,920 SQ. Fr) E 3 n 0 �C INSTALL SILT FC ° PER DETAIL ON THIS SHEET 0 o o, ° -, i �j 'i° I_o __ __ \ 19, %1-0 *_0---0,®0--0--0-000--0_-0-0 FOUND 1/2" REBAR R- tea'. �41 j ' f CAP (?CA LS9634/10356) \ �'j vb� C - - - - - - - - - - - - - - - - 95.96' / 'l -C N88°51'08"W � I E CEXA 0 C0 - Rjr"tVC_rj I I Land Planning e Civil Engineering 1486 FOUND 5/8" REHAR Ik CAP (APS LS #29293) 0.71' EAST FROM, FENCE LINE. T m EROSION AND SEDIMENT CONTROL NOT • 1, APPROVAL OF THIS EROSION AND SEDIMENT CONTROL (ESC) PLAN DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN (E.G., SIZE AND LOCATION OF ROADS, PIPES, - RESTRICTORS, CHANNELS, RETENTION FACILITIES, UTILITIES, ETC.). 2. THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF THE APPLICANT/ESC SUPERVISOR UNTIL ALL CONSTRUCTION IS APPROVED. 3. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY FLAGGED BY SURVEY TAPE OR FENCING, IF REQUIRED, PRIOR TO CONSTRUCTION (SWDM APPENDIX D). DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. THE CLEARING LIMITS SHALL BE MAINTAINED BY THE APPLICANT/ESC SUPERVISOR FOR THE DURATION OF CONSTRUCTION. 4. STABILIZED 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 WASHH PADS, MAY BE REQUIREDUIRED TO ENSURE THAT ALL DOES NOT PAVED AREAS ARE KEPT CLEAN AND TRACKING OUT TO ROAD RIGHT-OF-WAY O S O OCCUR FOR THE DURATION OF THE PROJECT. 5. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED PRIOR TO OR IN CONJUNCTION WITH ALL CLEARING AND GRADING SO AS TO ENSURE THAT THE TRANSPORT OF SEDIMENT TO SURFACE WATERS, DRAINAGE SYSTEMS, AND ADJACENT PROPERTIES IS MINIMIZED. 6. THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE ESC FACILITIES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND MODIFIED TO ACCOUNT FOR CHANGING SITE CONDITIONS (E.G., ADDITIONAL COVER MEASURES, ADDITIONAL SUMP PUMPS, RELOCATION OF DITCHES AND SILT FENCES, PERIMETER PROTECTION, ETC.). 7. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE APPLICANT/ESC SUPERVISOR AND MAINTAINED TO ENSURE CONTINUED PROPER FUNCTIONING. WRITTEN RECORDS SHALL BE KEPT OF WEEKLY REVIEWS OF THE ESC FACILITIES. 8. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WET SEASON OR SEVEN DAYS DURING THE DRY SEASON SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC COVER METHODS (E.G., SEEDING, MULCHING, PLASTIC COVERING, ETC.). 9. ANY AREA NEEDING ESC; MEASURES NOT REQUIRING IMMEDIATE ATTENTION SHALL BE ADDRESSED WITHIN SEVEN (7) DAYS. 10. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN TWENTY-FOUR (24) HOURS FOLLOWING A STORM EVENT. 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 FLUSH SEDIMENT LADEN WATER INTO THE DOWNSTREAM SYSTEM. 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 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. 13. COVER MEASURES WILL BE APPLIED IN CONFORMANCE WITH APPENDIX D OF THE SURFACE WATER DESIGN MANUAL. ALL DISTURBED AREAS SHALL BE REVIEWED F THE WETSEASON BEGINNING O, 14. PRIOR T THE G 0 0(OCT.( ) 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 CITY OF BURIEN INSPECTOR FOR REVIEW. ND E D C 0 N 84"Ir R 11CTlON 1. PRE -CONSTRUCTION MEETING. 2. POST SIGN WITH NAME AND PHONE NUMBER OF ESC SUPERVISOR (MAY BE CONSOLIDATED WITH THE REQUIRED NOTICE OF CONSTRUCTION SIGN). 3. FLAG OR FENCE CLEARING LIMITS. 4. INSTALL CATCH BASIN PROTECTION IF REQUIRED. 5. GRADE AND INSTALL CONSTRUCTION ENTRANCE(S). 6. INSTALL PERIMETER PROTECTION (SILT FENCE, BRUSH BARRIER, ETC.). 7. CONSTRUCT SEDIMENT PONDS AND TRAPS. 8. GRADE AND STABILIZE CONSTRUCTION ROADS. 9. CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTOR DIKES, PIPE SLOPE DRAINS, ETC.) SIMULTANEOUSLY WITH CLEARING AND GRADING FOR PROJECT DEVELOPMENT. 10. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH KING COUNTY STANDARDS AND MANUFACTURER'S RECOMMENDATIONS. 11. RELOCATE EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO THAT AS SITE CONDITIONS CHANGE THE EROSION AND SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE WITH THE KING COUNTY EROSION AND SEDIMENT CONTROL STANDARDS. 12. COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN DAYS DURING THE DRY SEASON OR TWO DAYS DURING THE WET SEASON WITH STRAW, WOOD FIBER MULCH, COMPOST, PLASTIC SHEETING OR EQUIVALENT. 13. STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN SEVEN DAYS. 14. SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS. 15. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE STABILIZED AND BMPS REMOVED IF APPROPRIATE. SURVEYED: SCALE: I L�_L 11=I 11;. TOE IFI SHEETING tAI -� � � (1 I I I 1 } 111- � +l- � 4fT AAAX. AtIN�*AGad SXa•T:.,<��, ' !H-1 I I i ' r_ III =3TL - w - 111_ III Ili_ , �T11 I {1111 0 �r - P&GNl7 OF 1 - -.- AT TOE WHEN e2eEtita NOTES 1• CONDITION OF USE FOR LESS THAN 30 DAYS. THAT !' VER MEASURES O SS N I TUBBED AREAS HA REQUIRED CO 1 1.. PLASTIC VER�NG M1id�Y BE USED O O 5 CO 1:2. PLASTIC IS PARTICULARLY USEFUL FOR PRO'IECCING GUT AND FILL SLOPES AND STOCKPILES. 1.3. CLEAR PLASTIC SHEETING MAY BE USED OVER NEWLY -SHE ED ED AREAS TO CREATE A GREENHOUSE EFFECT AND ENCOURAGE GRASS GROW'TI4. CLEAR PLASTIC SHOULD NOT BE USED FOR THIS PURPOSE DURING THE SUMMER MONTHS 1.4. THIS METHOD SHALL NOT BE USED UPSLOPE OF AREAS THAT MIGHT BE ADVERSELY IMPACTED BY RUNOFF. SUCH AREAS INCLUDESTEEP AND UNSTABLE SLOPES 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1, PLASTIC SHEETING SHOULD HAVE A MINIMUM THICKNESS OF 0.03 MILl.4METERS. BE AT THE TO 2.2. IF ERO3iCCl AT THE TOE OF A SLOPE IS LIKELY, A GRAVEL BERM, RIPRAP, ORO"rHER SUITABLE FROTECHOPt SHALL Bc INSTALLED A..LEO E E OF THE SLOPE IN ORDER TO REDUCE THE VELOCITY OF RUNOFF. 3. MAINTENANCE STANDARDS 3.1. TORN SHEETS MOST BE REPLACED AND OPEN SEAA43 REPAIRED. 3.2. REMOVES. IF THE PLASTIC BEGINS TO DETERIORATE DIE TO ULTRAVIOLET RADIATION, IT MOST BE COMPLETELY REMOVED AND REPLACED. II 'Y 3.3. WHEN THE Pt.ASTIC to NO LONGER NEEDED, LT SHALL BE COMPLE EL Y STD. PLAN - 213.20 1 PUBLIC WORKS PLASTIC CC)1JEFtIiYG \` DEPARTMENT T MARCH 2008 REVISION M11111111111 ,.., DESIGNED:111=201 II _ 201 VERTICAL: NAVD 1988 _ HORIZONTAL: NAD 1983/1991 H. H. PHAN :;- CITY OF DRAWN: REI V T0-Nif Fl. H. PHAN DATUM CHECKED: ONE INCH--� Planning/Building/Public Works Dept. AT FULL SCALE I IF NOT ONE INCH APPROVED: SCALE ACCORDINGLY STANDARD BTR-INGTH GRATE FILTER FABPbC - yii. j I 1 I.I-I ( �`�.�, GArcHat;sN �''--.--'�" 1 �I E• 1, CONDITION OF USE 1.1. SHALL BE PROVIDED FOR ALL STORM DRAIN INLETS DOINNSLOPc' AND WITHIN 500 FEET OFA DISTURBED OR CONSTRUCTION AREA, UNLESS 'THE RUNOFF THAT ENTERS THE CATCHBASIN WILL SE CONVEYED TOA SEDIMENT PON() OR TRAP. 1.2. MAY BE USED ANYWHERE AT THE APPLICANT'S DISCRETION TO PROTECT DRAINAGE SYSTEM. 1.3. THE CONTRIBUTING DRAINAGE AREA MOST NOT BE LARGER THAN i ACRE - 2. DESIGN AND INSTALLATION SPECIFICATIONS BE 2.1 FILTER FABRIC 15 ONLY AI.I.OLV'ED WERE PONDING WILL NOT BA TRAFFIC CONCERN AND WHERE SLOPE EROSION WILL NOT RESULT 1F THE CURB IS OVERTOPPED BY PONDED WATER. 2-2 THE PLACEMENT OF A FILTER FABRIC UNDER GRATES IS GENERALLY PROHIBITED ANDTHE USE OF FILTER FABRIC OVER GRATES IS STRICTLY LIMITED AND DISCOURAGED. T 3. MAINTENANCE STANDARDS NOT BE REMOVED INLET I MOVED IMMEDIATELY. SED MaN"r SHALL L 3:M1. ANYACCUhiULA7€D SEDIMENT ON OR AROUND NLET PROTECT CM Si1Al.l. BE RE WITH WATER AND ALL SEDIMENT MUST BE DISPOSED CF AS FILL ON SITE OR. HAULED OFF SITE. STD. P; - 218.2f1 PUBLIC WORKS FALTER FABRIC PROTECTION II r MARCH 2008 JOINTS 0 FBxER FARRTC SHALL 6E SPLICED AT POSTS. USE STAPLES, WIRE RINGS, O€2 an EQUIVAUENT TO ATTACH FABRIC YO PW r& Yxa' BY i S TsIF EOItiVALEN. IF STANDARD STRENGTH FADPAC USED FILTER FABRIC Wd',SWAYS SHN.L BE PAVED TO THE EDGE Of R.4W RVIOi TO INSTALLA ON, Of THE , TGG COnSTRUCROI EumveG<TO AVOD OAtiAG N 7 OF THE ROADWAY VT IS RECOMMENDED THAT THE .,?e, MIN -/NTFLWCE BE CRO'f,RIED SO THAT Ra RUNOFF ORAI:`lS OFF ME PAO n INSTALL WIIVEI"Y CULVERT Ir THERE t3 A ROADSIDE DISH PRESENT, AS _ PER CI TV AIJA0 STANCARDS a^ -B' QUARRY SPALLS GEOTExTILE " �5 12 -NUN, TIIVKNE6S -- ,.'ArS PULL'MUTH OF w NOTES 6NGRES&'EGRESS AREA 1, CONDITION OF USE 7.1. CONSTRUCTION ENTRANCE SHALL BE STABILIZED WHEREVER TRAFFIC WILL BE LEAVING A CONSTRUCTION SHE AND'TRAVELING ON P WITHIN 1,000 FEET OF'ThiE SITE. PAVED ROADS OR OTHER PAVED AREAS , CAAB TENSILE STPEBN'GThi Lh$TF.I L1d7S1} 20OPS?wlr4, _ CRAB TENSILE. ELONGATION (ASTM D46321 3Q'Ya M1IAX. hAULLEN BURST STAE4GTH(ASTPAD376,SRA) 400PSI11VIN. A03IASTlvi Gd7S14 �?'^TS E U,S, r TAbIE7kRD Sf EVE SF2£1. 1 2 DESGN AND INSTALLATION SPECIFICATIONS r= ( THATWILL BOT BE USED WITH TY SPALLS IN `r SUBSTITUTED FOR OR COMBINED QUART 1. MULCH) MAY BE SUB 2. NOG FUEL (WOOD UL t 1 i FOR PERMANENT ROADS. HOG FUEL IS NOT RECOMMENDED FOR ENTRANCE STABILIZATION IN URBAN AREAE. THE INSPECTOR MAY AT ANY TIME REQUIRE THE USE OF QUARRY SPALLS IF THE HOU FUEL IS NOT PREVENTING SEDIMENT FROM BEING TRACKED ONTO PAVEMENT OR IF THE HOG FUEL IS BEING CARRIED ONTO PAVEMENT. 2.2. FENCING SHALL BE INSTALLED AS NECESSARY TO RESTRICT TRAFFIC TO THE CONSTRUCTION ENTRANCE, 2.3. WHENEVER POSSIBLE, THE ENTRANCE SHALL BE CONSTRUCTED ON A FIRM, COMPACTED SUBGRADE. THIS CAN SUBSTANTIALLY INCREASE THE EFFECTIVENESS OF THE PAD AND REDUCE THE NEED FOR MAMTENANCE. 3. MAINTENANCE STANDARDS 3-1, QUARRY SPALLS SHALL BE ADDED IF THE PAD IS NO LONGER IN ACCORDANCE WITH THE SPECIFICATIONS. 32. IF THE ENTRANCE IS NOT PREVENTING SEDIMENT BEING TRACKED ONTO PAVEMENT, THEN ALTERNATIVE MEASURES TO KEEP THE STREETS FREE OF SEDIMENT SHALL BE USED, THIS MAY INCLUDE STREET SWEEPING, AN INCREASE IN THE DIMENSIONS OF THE ENTRANCE, OR THE INSTALLATION OF THE WHEEL WASH. IF WASHING IS USED, IT SHALL BE DONE ON AN AREA COVERED WITH CRUSHED ROCK, AND WASHED WATER SHALL DRAIN TO A SEDIMENT TRAP OR POND, Y Y SWEEPING. THE S Di 1EN COLLEC E SEDIMENT T A- T COLLECTED 13Y 3.3. ANY „EhIMENT THAT 15 TRACKED OPC7fl PAVEMENT SHALL BE REMOVED dh.9MEDWTEL B S EE E SWEEPING SHALL BE REMOVED OR STABILIZED ON SITE. THE PAVEMENT SHALL NOT BE CLEANED BY WASHING DOWN THE STREET. EXCEPT WHEN SWEEPING I$ INEFFECTIVE AND THERE IS A THREAT TO PUBLIC SAFETY- IF IT NECESSARY TO WASH THE STREETS, A SMALL SUMP I jUST BE CONDUCTED. THE SEDIMENT WOULD THEN BE WASHED INTO THE SUMP WHERE IT CAN BE CONTROLLED AND DISCHARGED APPROPRIATELY, 3A, ANY QUARRY SPALLS THAT ARE LOOSENED FROM THE PAD AND END UP ON THE ROADWAY SHALL BE REMOVED IP IMEDtATELY. 3.5. IF VEHICLES ARE ENTERING OR EXITING THE SITES AT POINTS OTHER THAN THE CONSTRUCTION EN'TRANCEm, FENCING SHALL BE NSTALLED TO CONTROL TRAFFIC, SY c} PLAN 215 STD 10 PUBLIC WINKS STABILIZED _ _ __ _ ..___0 _. -------------------- DEPARTTENT CONSTRUCTION ENTRANCE MARCH I L�_L 11=I 11;. TOE IFI SHEETING tAI -� � � (1 I I I 1 } 111- � +l- � 4fT AAAX. AtIN�*AGad SXa•T:.,<��, ' !H-1 I I i ' r_ III =3TL - w - 111_ III Ili_ , �T11 I {1111 0 �r - P&GNl7 OF 1 - -.- AT TOE WHEN e2eEtita NOTES 1• CONDITION OF USE FOR LESS THAN 30 DAYS. THAT !' VER MEASURES O SS N I TUBBED AREAS HA REQUIRED CO 1 1.. PLASTIC VER�NG M1id�Y BE USED O O 5 CO 1:2. PLASTIC IS PARTICULARLY USEFUL FOR PRO'IECCING GUT AND FILL SLOPES AND STOCKPILES. 1.3. CLEAR PLASTIC SHEETING MAY BE USED OVER NEWLY -SHE ED ED AREAS TO CREATE A GREENHOUSE EFFECT AND ENCOURAGE GRASS GROW'TI4. CLEAR PLASTIC SHOULD NOT BE USED FOR THIS PURPOSE DURING THE SUMMER MONTHS 1.4. THIS METHOD SHALL NOT BE USED UPSLOPE OF AREAS THAT MIGHT BE ADVERSELY IMPACTED BY RUNOFF. SUCH AREAS INCLUDESTEEP AND UNSTABLE SLOPES 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1, PLASTIC SHEETING SHOULD HAVE A MINIMUM THICKNESS OF 0.03 MILl.4METERS. BE AT THE TO 2.2. IF ERO3iCCl AT THE TOE OF A SLOPE IS LIKELY, A GRAVEL BERM, RIPRAP, ORO"rHER SUITABLE FROTECHOPt SHALL Bc INSTALLED A..LEO E E OF THE SLOPE IN ORDER TO REDUCE THE VELOCITY OF RUNOFF. 3. MAINTENANCE STANDARDS 3.1. TORN SHEETS MOST BE REPLACED AND OPEN SEAA43 REPAIRED. 3.2. REMOVES. IF THE PLASTIC BEGINS TO DETERIORATE DIE TO ULTRAVIOLET RADIATION, IT MOST BE COMPLETELY REMOVED AND REPLACED. II 'Y 3.3. WHEN THE Pt.ASTIC to NO LONGER NEEDED, LT SHALL BE COMPLE EL Y STD. PLAN - 213.20 1 PUBLIC WORKS PLASTIC CC)1JEFtIiYG \` DEPARTMENT T MARCH 2008 REVISION M11111111111 ,.., DESIGNED:111=201 II _ 201 VERTICAL: NAVD 1988 _ HORIZONTAL: NAD 1983/1991 H. H. PHAN :;- CITY OF DRAWN: REI V T0-Nif Fl. H. PHAN DATUM CHECKED: ONE INCH--� Planning/Building/Public Works Dept. AT FULL SCALE I IF NOT ONE INCH APPROVED: SCALE ACCORDINGLY STANDARD BTR-INGTH GRATE FILTER FABPbC - yii. j I 1 I.I-I ( �`�.�, GArcHat;sN �''--.--'�" 1 �I E• 1, CONDITION OF USE 1.1. SHALL BE PROVIDED FOR ALL STORM DRAIN INLETS DOINNSLOPc' AND WITHIN 500 FEET OFA DISTURBED OR CONSTRUCTION AREA, UNLESS 'THE RUNOFF THAT ENTERS THE CATCHBASIN WILL SE CONVEYED TOA SEDIMENT PON() OR TRAP. 1.2. MAY BE USED ANYWHERE AT THE APPLICANT'S DISCRETION TO PROTECT DRAINAGE SYSTEM. 1.3. THE CONTRIBUTING DRAINAGE AREA MOST NOT BE LARGER THAN i ACRE - 2. DESIGN AND INSTALLATION SPECIFICATIONS BE 2.1 FILTER FABRIC 15 ONLY AI.I.OLV'ED WERE PONDING WILL NOT BA TRAFFIC CONCERN AND WHERE SLOPE EROSION WILL NOT RESULT 1F THE CURB IS OVERTOPPED BY PONDED WATER. 2-2 THE PLACEMENT OF A FILTER FABRIC UNDER GRATES IS GENERALLY PROHIBITED ANDTHE USE OF FILTER FABRIC OVER GRATES IS STRICTLY LIMITED AND DISCOURAGED. T 3. MAINTENANCE STANDARDS NOT BE REMOVED INLET I MOVED IMMEDIATELY. SED MaN"r SHALL L 3:M1. ANYACCUhiULA7€D SEDIMENT ON OR AROUND NLET PROTECT CM Si1Al.l. BE RE WITH WATER AND ALL SEDIMENT MUST BE DISPOSED CF AS FILL ON SITE OR. HAULED OFF SITE. STD. P; - 218.2f1 PUBLIC WORKS FALTER FABRIC PROTECTION II r MARCH 2008 JOINTS 0 FBxER FARRTC SHALL 6E SPLICED AT POSTS. USE STAPLES, WIRE RINGS, O€2 an EQUIVAUENT TO ATTACH FABRIC YO PW r& Yxa' BY i S TsIF EOItiVALEN. IF STANDARD STRENGTH FADPAC USED FILTER FABRIC B'AtAJF. dAINiFdUht 4"x4'TFiSt+C±i BACKFILL xRs4acP,wnn POST SPACING PAY BE INCREASE � �„• NATIVE SOLD IG ,r FF YtIaE RACF4F.'G IS USED j``o WOOD POSTS. STEEL F`£NCE POSTS, REHAB OR EOLWALENT 1. CONDITION OF USE 1.1. SILT FENCE MAY BE USED DOWNSLOPE OF ALL DISTURBED AREAS. R 1 GtL D FLOW. 1.2. 51LT FENCE IS NOT INTENDED TO TREAT CONCENTRATED FLOWS, NUR IS INTENDED TQ TREAT suBsrANr AMOUNTS OF OVERLAND r R POND. - tT A" SEDIMENT Y T14ROUGH THE DRAINAGE SYS U SEDT EN ACJYGONi:ENTRA7EDFLUWMOSTBEGUNVE ED i7 ROUz E 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. THE GEOTEXTILE USED MOST FLET THE STANDARD LISTED BELLOW. A COPY OF THE MANUFACTURER'S FABRIC SPECIFICATIONS MOST BE AVAILABLE ON SITE. at�sutsva,TLiiiLT--- IA(YS PAStyf SO UGUEVE S17[ (0.@R 15&W, FOR 4HU FA:BMO j1V.iliii pEAt,BIR"fil'i IAStr.A Uf91) 302 SIC^ 1A^.1tUflDtA 1�1 iB - tt2N. I OB FxIR.i ji@EN4f r F-A14Yk; ,GNABTU.SlLE SYRF.FCCItryA9PU D7y321 ➢UDL$Sh94. FOR STAdtU;.RG 37RE4vGnF PAWL [GrP,AB I V DDLi EWr+GARON IAStiP S2&T71 , )% MAX. ULTNAVlCLili RE51iYA;fGH (,titMOi S4 1410AIN, ZZ STANDARD STRENGTH FABRIC REQUIRES WIRE BACKING TO INCREASE THE STRENGTH OF THE FENCE. WIRE BACKING GR CLOSER POSY ,SPACING P.IAY BE REQUIRED FOR EXTRA STRENGTH FABRIC IF FIELD PERFORMANCE WARRANTS A STRONGER FENCE. 2.3. WHERE THE FENCE IS INSTALLED, THE SLOPE SHALL NOT BE STEEPER THAN 2HAV 2.a. F ATYPICAL SILT FENCE IS USED, THE STANDARD 3X4TRENCH MAY NOT BE REDUCED AS LONG AS THE BOTTOM S INCHES OF THE SILT FENCE IS WELL BURIED AND SECURE IN A TRENCH THAT S-TABILIZES THE PENCE AND DOES NOT ALLOW WATER TO BYPASS OR UNDERMINE THE SILT FENCE. 3. MAINTENANCE STANDARDS 3.1. ANY DAMAGE SHALL BE REPAIR IMMEDIATELY. 3.2. IF CONCENTRATED FLOES ARE EVIDENT UPHILL OD THE FENCE, THEY MUST BE INTERCEPTED AND CONVEYED TO A SEDIMENT TRAP OR POND. 3.3 IT IS IMPORTANT TO CHECK THE UPHILL SIDE OF THE FENCE FOR SIGNS OF THE FENCE CLOGGING AND ACTING ASA BARRIER TO FLOW AND THEN CAUSING CHANNELIZArION OF FLOWS PARALLEL 'rO THE FENCE, IF THIS OCCURS, REPLACE THE FENCE OR REMOVEO THE TRAP SEDIMENT. 3.4. SEDIMENT MOST BE REMOVED WHEN SEDIMENT IS 6INCHES HIGH. 3.6. IF THE 1`10 511 FABRIC (CEO CEXTILE) HAS DETERIORATED DUE TO ULTRAVIOLET BREAKDOWN, IT SHALL BE REPLACED. z U I STD PLAN 214.00 *( 1* PUBIAC WORKS SILT FENCE l a�►1 DEPARTMENT C MARCH 2008 HORIZONTAL GRAPHIC SCALE 20 10 0 10 20 1 inch = 20 ft. CALL 48 HOURS BEFORE YOU 1-800-424-5555 CENTRAL ISLAND SHORT PLAT 3413 NE 7TH STREET v RENTON, WA 98056�� TESC PLAN' AIND DETAIL 'I P� 3-10-2014 FIELDBOOK: PAGE: DRAWING NO: ECI'a SHEET: OR 2 5 n M H J Y B'AtAJF. dAINiFdUht 4"x4'TFiSt+C±i BACKFILL xRs4acP,wnn POST SPACING PAY BE INCREASE � �„• NATIVE SOLD IG ,r FF YtIaE RACF4F.'G IS USED j``o WOOD POSTS. STEEL F`£NCE POSTS, REHAB OR EOLWALENT 1. CONDITION OF USE 1.1. SILT FENCE MAY BE USED DOWNSLOPE OF ALL DISTURBED AREAS. R 1 GtL D FLOW. 1.2. 51LT FENCE IS NOT INTENDED TO TREAT CONCENTRATED FLOWS, NUR IS INTENDED TQ TREAT suBsrANr AMOUNTS OF OVERLAND r R POND. - tT A" SEDIMENT Y T14ROUGH THE DRAINAGE SYS U SEDT EN ACJYGONi:ENTRA7EDFLUWMOSTBEGUNVE ED i7 ROUz E 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. THE GEOTEXTILE USED MOST FLET THE STANDARD LISTED BELLOW. A COPY OF THE MANUFACTURER'S FABRIC SPECIFICATIONS MOST BE AVAILABLE ON SITE. at�sutsva,TLiiiLT--- IA(YS PAStyf SO UGUEVE S17[ (0.@R 15&W, FOR 4HU FA:BMO j1V.iliii pEAt,BIR"fil'i IAStr.A Uf91) 302 SIC^ 1A^.1tUflDtA 1�1 iB - tt2N. I OB FxIR.i ji@EN4f r F-A14Yk; ,GNABTU.SlLE SYRF.FCCItryA9PU D7y321 ➢UDL$Sh94. FOR STAdtU;.RG 37RE4vGnF PAWL [GrP,AB I V DDLi EWr+GARON IAStiP S2&T71 , )% MAX. ULTNAVlCLili RE51iYA;fGH (,titMOi S4 1410AIN, ZZ STANDARD STRENGTH FABRIC REQUIRES WIRE BACKING TO INCREASE THE STRENGTH OF THE FENCE. WIRE BACKING GR CLOSER POSY ,SPACING P.IAY BE REQUIRED FOR EXTRA STRENGTH FABRIC IF FIELD PERFORMANCE WARRANTS A STRONGER FENCE. 2.3. WHERE THE FENCE IS INSTALLED, THE SLOPE SHALL NOT BE STEEPER THAN 2HAV 2.a. F ATYPICAL SILT FENCE IS USED, THE STANDARD 3X4TRENCH MAY NOT BE REDUCED AS LONG AS THE BOTTOM S INCHES OF THE SILT FENCE IS WELL BURIED AND SECURE IN A TRENCH THAT S-TABILIZES THE PENCE AND DOES NOT ALLOW WATER TO BYPASS OR UNDERMINE THE SILT FENCE. 3. MAINTENANCE STANDARDS 3.1. ANY DAMAGE SHALL BE REPAIR IMMEDIATELY. 3.2. IF CONCENTRATED FLOES ARE EVIDENT UPHILL OD THE FENCE, THEY MUST BE INTERCEPTED AND CONVEYED TO A SEDIMENT TRAP OR POND. 3.3 IT IS IMPORTANT TO CHECK THE UPHILL SIDE OF THE FENCE FOR SIGNS OF THE FENCE CLOGGING AND ACTING ASA BARRIER TO FLOW AND THEN CAUSING CHANNELIZArION OF FLOWS PARALLEL 'rO THE FENCE, IF THIS OCCURS, REPLACE THE FENCE OR REMOVEO THE TRAP SEDIMENT. 3.4. SEDIMENT MOST BE REMOVED WHEN SEDIMENT IS 6INCHES HIGH. 3.6. IF THE 1`10 511 FABRIC (CEO CEXTILE) HAS DETERIORATED DUE TO ULTRAVIOLET BREAKDOWN, IT SHALL BE REPLACED. z U I STD PLAN 214.00 *( 1* PUBIAC WORKS SILT FENCE l a�►1 DEPARTMENT C MARCH 2008 HORIZONTAL GRAPHIC SCALE 20 10 0 10 20 1 inch = 20 ft. CALL 48 HOURS BEFORE YOU 1-800-424-5555 CENTRAL ISLAND SHORT PLAT 3413 NE 7TH STREET v RENTON, WA 98056�� TESC PLAN' AIND DETAIL 'I P� 3-10-2014 FIELDBOOK: PAGE: DRAWING NO: ECI'a SHEET: OR 2 5 _.I — -TYPE 1 WITH SOLID /LIG ---T_ — — — — — — - — RiM=385.55' —TYPE 1'CATCN BASl� — 12" CPP TO EAST 382.64' IE 389.10' ' FF1'8° DIP TC SQUTHEAST = 387.10' IE > _ 12" PVC TO WE5F = 382.54' !E / 34,` — -p >W BCWTOII = 3M3' W --- -- W ----- V/ = W ----- bV ' - SSM19H —. ` BOTTOM = 286.0 J M NE Sm"IPOREET8" PVC WEST 377.70' ! � /--STORM MAN}1OLE - �� S _ S% 5D --__—__ 8' PVC SOUTH = 377.79' ! RIM=3z39.6X SD -----, I Si , - -- SC --66' SD So --1 -- I�3:8' £3„ GIP 3f� NORTHWEST = 386.70' IE SAWCUT LINE 7 12" CO TO WEST = 383.7' IE — _ — — 16 8 ti BOTTOM - 382.05' CZ s - -- C `� 9 TYI � ) 13 �— . S — — . t _� �- P -Ci S — ---- — _ S - S60 co ry SSMH \ � Aa } G a cu RIM=385.83' i!.; , Q r. p, " WEST ° �/ f" I " %1 , ,. c 8 PVC N_sT 377.17' .. C 0+2081 , 13 8 PVC EAST .311.21 — w DISTRIBUTION PALE 71.94' ` R=200' { 1 Q 12" DIA_ MOOD 1 L0 {{. Z U.G. CONDUITS 1 11 48 . .u�:: 3-1/2" DIA. PVCPRC­l 143/ 1 � � I 10+40. ':: t 1 LLI �mrrrrrrrrnnrirrrrrrrrrrrrnrrrrrrrirrrnrr�r zrrrrr - ` F O � � ��mrrrr..rmnrrrrrrrmnrrr,? r�7) 1441 ® LOT 1 R= V LID EL=B r4 [ y, m r� (7,088 SQ. F') (...; �; 440 vJ G HOUSE of zo 01 C4 U) l �rurrrr!irrirllirf�rra!ir✓iiri,�iii�i�iiiiiiii ii��rr��ii��iii�rr��v�rr�lr!rlllc � ;;{ } I ; } , 1447 OD Lij p.� 1448 GRASSCRETE (609 SF) @ 0.00% 1 r , SEE PAVER SECTION 6 - ON ON THIS SHEET ,2000' - 55.74' R { ` PT - 11 +23.55 L-� N89055'02"E 49.93' o(p /\ CT` 14136 � (4919 SQ: Fr) ; w 1 }: 6.03' / LE o / A 0 -------------------- LOT 2I " ?� ` C� j FOUND 5/8" REBAR & FOUND 1/2" REBAR & r5 CAP (APS LS #29293) C3 CAP (,TCA LS710634/10356) ��' 0.71' EAST FROM - — — — — — — — — — — — — — — — — — -- \ 95.96' FENCE LINE. N88051'08"W — — — — — — — -I ----- •-r�,vl� AGISTEg�� ��A ZONAL zv� m ROW CENTERLINE NE 7TH STREET 13.0' I 10.0' VERTICAL SAWCUT — 30.0' 2.01_ I 16" PLANTER STRIP i 5.0' 3.5' SIDEWALK 11-.01. ROW * 4:1 OR FLATER 4" HMA 2" CRUSHED SURFACING "TOP COURSE (CSTC) 6" CRUSHED ROCK 4 CEMENT CONCRETE SIDEWALK CEMENT CONCRETE TRAFFIC PER COR STD. PLAN 102 CURB & GUTTER PER COR STD. PLAN 1014" SANDY PLANTING SOIL — NE 7TH ST. TYPICAL _SECTION SCALE: NONE w1 TRACT "A" z VARIES 20.0' TO 24.01' J PVT. ACCESS ROAD Lu IZ a 1. 00 1 10.0 2% 2% 2" COMPACTED DEPTH —/ CRUSHED SURFACING TOP COURSE SUBGRADE SHALL BE COMPACTED 4" COMPACTED DEPTH TO 95% MAX. DENSITY CRUSHED SURFACING BASE COURSE . ACCESS A - TYPICAL SECTION SCALE: NONE .3ou 00 00 0o r-) 0p N Ln tir~ M C) hCO N � cfl r tf�� C'4 pd' McO OO N VJ Ln � O � r` r 1� 0) r7 co CO 00 00 00 00 00 ro 00 co 00 00 ifj N tj raj � DC7 Nj rri Imo -COO r7 C rri CO M r�i d- (V cel c� h! M NOM r�M r�M '�� '`�00 00 � '`�� 00 00000 0000 000000 0000 00CO 00 00 • m 1 U i UU i UT4U 1 U-rl+u 1 uTuu I U-rou I I -tuU 'I'l +zu 11+4U 11+60 ■ 360 11+80 12+00 12+20 12+40 12+60 i-- 1 1 /2" SAND TURFSTONE —' 6" CRUSHED ROCK (MUTUAL MATERIALS) (3%"X23%"X15%4") PAVER SECTION SCALE: NONE -CONSTRUCTION NOTES: Q) INSTALL CB #1 -TYPE 1 WNANED GRATE & OIL/WATER SEPARATOR PER DETAIL 2 ON SHEET DT1. 10 INSTALL MAILBOX PER COR STD. PLAN H027, H028 & H029. STA 11+32, CENTERLINE 11 CONSTRUCT 84.7 RIM=384.77, IE(N)=382.00 4" THICK CEMENT CONCRETE SIDEWALK PER COR STD. PLAN 102. lvJ INSTALL CB #2 -TYPE 1 W/VANED GRATE & OIL/WATER SEPARATOR PER DETAIL 2 ON SHEET DT1. 12 CONSTRUCT 5' WIDE ASPHALT RAMP (1:12 SLOPE MAX.) WITH TRUNCATED DOOM. STA 12+31, CENTERLINE RIM=382.64, IE(N)=380.00 13 CONSTRUCT ASPHALT WEDGE AND MATCH EXISTING. CONSTRUCT PVT. ACCESS INFILTRATION TRENCH (6'W x 521 x 2'D). 14 SAWCUT & PATCHING ASPHALT PAVEMENT PER COR STD. PLAN H032.1. SEE PROFILE THIS SHEET & DETAIL 3 ON SHEET DTI. 15 UTILITY TRENCH (POWER & COMMUNICATIONS). CONTRACTOR TO COORDINATE VERTICAL GRAPHIC SCALE 4 PROPOSED (5'W x 631 x 2'D) ROOF INFILTRATION TRENCH PER DETAIL 1 ON SHEET DT1. WITH UTILITY PROVIDERS FOR CONDUIT TYPE & SIZE. 10 5 0 5 10 (TO BE REVIEWED AND CONSTRUCTED AT BUILDING PERMIT APPLICATION. 16 CONSTRUCT CEMENT CONCRETE TRAFFIC CURB PER COR STD. PLAN 101. 1 inch = 10 ft. 5 PROPOSED (5'W x 601 x 2'D) ROOF INFILTRATION TRENCH PER DETAIL 1 ON SHEET DT1. HORIZONTAL GRAPHIC SCALE (TO BE REVIEWED AND CONSTRUCTED AT BUILDING PERMIT APPLICATION. 20 10 0 10 20 © INSTALL 5 LF 6" SOLID ADS N12 @ 0.00%. 1 inch = 20 ft. 07 CONSTRUCT 18' WIDE DRIVEWAY ENTRANCE PER DETAIL ON SHEET DT1. CALL 48 HOURS U8 CONSTRUCT 20' WIDE DRIVEWAY ENTRANCE PER DETAIL ON SHEET DT1. BEFORE YOU DIG 9 8' WIDE PLANTER STRIP WITH SOD OR BARK. PLANT NORWEGIAN SUNSET MAPLE, (ACER TRUNCATUM X A. PLATANOIDES 1-800-424-5555"KEITHSFORM") (2" CALIPER). REVISION SURVEYED: DESIGNED: H. H. PHAN DRAWN: H. H. PHAN I C APPROVED: SCALE: 111=201 ONE INCH AT FULLS IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 CITY OF DATUM ML RENNTON Planning/Building/Public Works Dept. STREETCENTRAL ISLAND SHORT PLAT 3413 NE 7TH RENTON, WA •:i • -� 2-10-2015 FIELDBOOK: PAGE: AWING NO: RO"'ADWAY��1��o\J\c1 DRAIN"AGE G PLAN, PROFILE AND SECTIONS 1`"3" 5 _ - - ___ _ _ _ 128 LF 8" DI CL 52 NOT AND SPECIFICATIONS: YPr �l r,{ SOLID ,LID -_ - - - ,YPE 1 7 ,H P 15IT' - - 7. CAST IRON AND DUCTILE IRON FITTINGS SHALL BE CEMENT LINED, PRESSURE RATED AS NOTED ON PLANS, AND IN ACCORDANCE WITH f\NSI/AWWA IM 3 5.55' / C110/A21.10-87. CEMENT LINING SHALL BE IN ACCORDANCE WITH ANSI/AWWA C104/421/4-90, IF FITTINGS ARE 3 TO 12 INCHES IN DIAMETER AND HAVE / 2" CF T0 EAST= 382.64' IE ' R" 89 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATION OF THE CITY OF RENTON UTILITY DEPARTMENT Z ,,` jFrl�" ��_>IP TC ;ourNEA`sr = 387.10' !E MECHANICAL JOINTS, THE FITTINGS SHALL IN ACCORDANCE WITH EITHER ANSI/AWWA (110-A21.10-87 OR ANSI/AWWA C153/A21.53-94. THREE (3) INCH TO 12 P,Y,, TO ,vE,T _:.,82.54' IE AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS. -- t p W - ri _ _ 5ShAH -� f--1 BtTiOP )86.84,'- INCH DIAMETER FITTINGS, WHICH HAVE MECHANICAL JOINTS AND/OR FLANGED JOINTS, SHALL BE IN ACCORDANCE WITH ANSI/AWWA C1 10/A21.10.87 OR A � r�}ii=��3�3fi�3' - �'� - V'J NE , '�J - UV ,-__-f�1�1-33.73`-`_._ �V -- 1 , �'� �r „ „ - - --- ---- COMBINATION OF ANSI/AWWA C110/A21.10.87 AND ANSI/AWWA C153/A21.53-94 SUCH THAT THE PORTION OF THE FITTING WITH A MECHANICAL JOINT(S) MAY BE STREETCY) 8" PVC WEST = 377.70' STORM AANAOi E 2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH STANDARD SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION PREPARED �� -- ---- SCS - --- __� 8" rVC SOLMi = ..377.79 ` ( R1'M-3r, 6f' BY WASHINGTON STATE CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION, LATEST EDITION APWA AND CITY OF RENTON STANDARD WITH ANSI/AWWA C153/A21.53-94 AND THAT PORTION OF THE FITTING WITH FLANGED JOINT(S) SHALL BE IN ACCORDANCE WITH AWWA C 110/A21.10-87. SID SC S� _-___-- ��-�___._ �� _A__� '_ I` __ } 8" IF ,h NORTHWEST = 386.70' IF SPECIFICATIONS. ( ) ACCEPTANCE TESTING IN ACCORDANCE WITH SECTION 53.53 OF ANSI/AWWA SECTION 10-4.3 OF ANSI/AWWA C110/A21.10-87 SHALL BE OBTAINED BY THE 1- 12" CF41 To WEST _ 383.7' IE CONTRACTOR AND TRANSMITTED TO THE OWNER. 2 BOT7"AM = 382.05' - _ 3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE _-_ � � �\ 3,9 o I AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. 8. GATE VALES SHALL BE IRON BODY, BRONZED -MOUNTED, DOUBLE DISC WITH BRONZE WEDGING DEVICE AND O-RING STUFFING BOX (AWWA C500) OR OF RESILIENT SEATED TYPE (AWWA C509). VALVES SHALL BE DESIGNED FOR A MINIMUM WATER OPERATING PRESSURE OF 200 PSI. GATE VALVES SHALL BE S i 5.�.�. S -- I 3 CLOW LIST 14, MUELLER COMPANY NO. A2380 OR M & H. O 4. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS p ` ---- AND OTHERS ON THE CONSTRUCTION SITE. C:) r 9. FIRE HYDRANTS SHALL BE COREY TYPE (OPENING WITH THE PRESSURE) OR COMPRESSION TYPE (OPENING AGAINST PRESSURE) CONFORMING TO AWWA M ssMrl q� �M_385.83' 2' o Lt- ' L 5� 1 LF 8" DI L 52 C-502-85 WITH A 6 INCH MECHANICAL JOINT INLET AND A MAIN VALVE OPENING (M.V.O.) OF 5-1/4 INCH, TWO 2-1/2 INCH HOSE NOZZLES WITH NATIONAL 8" PVC �Nt'ST 77.17 Q �� s r 5. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY STANDARD THREADS 7-1/2 THREADS PER INCH AND ONE 4 INCH PUMPER NOZZLE WITH THE NEW SEATTLE PATTERN 6 THREADS PER INCH, 60 DEGREES V. " a 77.' 7' 't fa CONSTRUCTION. 8 VC EAST -� L EX. 8. ERTHREADS: OUTSIDE DIAMETER OF MALE THREAD 4.875 AND ROOT DIAMETER 4.6263. HYDRANTS SHALL HAVE A 1-1/4 INCH PENTAGON OPERATING NUT 588°49'07"E 95.95'OPENED BY TURNING COUNTER CLOCKWISE (LEFT). I 6. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. w DISTRIBUTION POLE ! 71.94 EX. IE=378.67 2401' t' r - Q Q 12" DIA. WOOD W/ '� !� ` 7. A COPY OF THESE APPROVED PLAN MUST N THE JOB SITE WHENEVER CONSTRUCTION] IS IN PROGRESS.10. THE TWO 2-1/2 INCH HOSE NOZZLES SHALL BE FITTED WITH CAST IRON THREADED CAPS WITH OPERATING NUT OF THE SAME DESIGN AND PROPORTIONS AS z J U.G. CONDUITS FEILD VERIFYU) I O S US O O CTHE HYDRANT STEM NUT. CAPS SHALL BE FITTED WITH SUITABLE NEOPRENE GASKETS FOR POSITIVE WATER TIGHTNESS UNDER TEST PRESSURES. 3--1/2" DIA. PVC ADJUST RIM TO FINISH GRADE 7 ��143 ' , 8. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT DRAWING OF THE SANITARY SEWER SYSTEM, WHICH HAS BEEN 4 INCH SEATTLE THREAD X 5 INCH STORZ. STORZ ADAPTER SHALL BE FORGED r�rr/�zr�rfnrrr/r/rnii/rimr/n�nna/// `= - "" Q 11. THE 4 INCH PUMPER NOZZLE SHALL BE FITTED WITH A STORZ ADAPTER, min//j��l;�y� e STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. AND/OR EXTRUDED 6061-T6 ALUMINUM ALLOY, HARDCOAT ANODIZED. THREADED END PORTION SHALL HAVE NO LUGS AND TWO SET SCREWS 180 DEGREES elf N 1441 APART. STORZ FACE TO BE METAL, NO GASKET TO WEATHER. STORZ CAP TO HAVE SYNTHETIC MOLDED RUBBER GASKET AND SHALL BE ATTACHED TO °- 9. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH HYDRANT ADAPTER WITH 1/8 INCH, COATED, STAINLESS STEEL, AIRCRAFT CABLE. ® Ss CLE PJOL 1 OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR ONE i (7 0888 SQ iT) I_!D E` 8 ; I _z V�. PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE 12. FIRE HYDRANTS SHALL BE PAINTED WITH TWO COATS OF PAINT. PRESERVATIVE PAINT NUMBER 43-655 SAFETY YELLOW OR APPROVED EQUAL. HOUSE f ��� 4ao SAME AS DESCRIBED. ® t / 13. PUMPER CONNECTION TO FACE ROADWAY ASSEMBLY. ° N EX. HOUSE _ 10. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND o °p MECHANICALLY COMPACTED. CUTS INTO THE EXISTING ASPHALT SHALL BE NEATLINE CUT WITH SAW IN A CONTINUOUS LINE. A TEMPORARY TO REMAIN 14. FIRE HYDRANTS SHALL BE INSTALLED PER CITY OF RENTON STANDARD DETAIL FOR FIRE HYDRANTS, LATEST REVISION. f V MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BACKFILL AND COMPACTION. A PERMANENT HOT MIX PATCH SHALL BE PLACED WITHIN 10 DAYS AND SHALL BE PER CITY OF RENTON CURRENT STANDARDS. J ' 15. ALL WATERMAINS 10 INCHES AND SMALLER TO MAINTAIN A MINIMUM COVER OF 36 INCHES BELOW FINISH GRADE. ALL WATERMAIN 12 INCHES AND LARGER - SHALL BE AT A MINIMUM OF 48 INCHES BELOW FINISH GRADE. WHERE UTILITY CONFLICTS OCCUR, WATERMAINS ARE TO BE LOWERED TO CLEAR. 180 LF 8' RyC SEWER I 1 11. DATUM SHALL BE CITY OF RENTON, 1988 NAVD. -� @`0..50%� r 16. ALL WATERMAINS 6 INCHES AND LARGER IN DIAMETER SHALL BE CLEANED WITH PIPE CLEANING "PIGS" PRIOR TO DISINFECTION. THE "POLY PIGS" SHALL BE Q 8 ; �. 1447 12. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF THE DEPARTMENT FOR THE GIRARD INDUSTRIES AQUA SWAB -AS OR APPROVED EQUAL, 2 LB/CU. FT. DENSITY FOAM WITH 90A DUROMETER URETHANE RUBBER COATING ON THE REAR -� PREVENTION OF ON-SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. OF "PIG" ONLY. 6' vvf�rooE�c 13. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH SECTION 7 OF THE CURRENT "PIGS" 17. PIGS SHALL BE CYLINDER SHAPED WITH BULLET NOSE OR SQUARE END. THE CONTRACTOR WILL PERFORM THE CLEANING OPERATION. - STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF LLI ' I` �� � '' 1448 THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING 18. ALL WATERMAINS AND SERVICES SHALL BE PRESSURE TESTED TO A MINIMUM OF 200 PSI OR 150 PSI OVER OPERATING PRESSURE, IN ACCORDANCE WITH U� 5.01 MATERIAL, TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING SASE. THE SPECIFICATIONS OF THE CITY OF RENTON AND THE WASHINGTON STATE HEALTH DEPARTMENT. ALL PRESSURE TESTING SHALL BE DONE IN THE PIPE BEDDING SHALL BE PEA GRAVEL 6 INCHES ABOVE AND BELOW THE PIPE. jv'40 PRESENCE OF A REPRESENTATIVE OF THE CITY OF RENTON. THE QUANTITY OF WATER LOST FROM THE MAIN SHALL NOT EXCEED THE NUMBER OF GALLONS PER HOUR AS LISTED IN CITY OF RENTON STANDARD PLANS & SPECIFICATIONS 7-11.3(11). THE LOSS IN PRESSURE SHALL NOT EXCEED 5 PSI 55.74`-� 14. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS 50. DURING THE 2 HOUR TEST PERIOD. P189°55'02"E 49.93' 5.82' %> 15. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 12 INCHES ABOVE FINISHED GRADE. IN PAVED AREA, COVER 19. ALL WATERMAINS AND SERVICES SHALL BE DISINFECTED BY THE INJECTION OF A 50 PPM (MINIMUM CONCENTRATION) CHLORINE/WATER SOLUTION. DRY o TRACT "All "486 MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. CALCIUM HYPOCHLORITE SHALL NOT BE PLACED IN THE PIPE AS LAID. CHLORINE SHALL BE METERED/INJECTED IN ACCORDANCE WITH SECTION 7-11.3(12)E 3¢g N (4,919 SQ. FT) 10 0' w OR 7-11.3(12)F OF THE STANDARD SPECIFICATIONS REFERENCED ABOVE. � ILI T IFI I . 20. A PRE -CONSTRUCTION CONFERENCE IS REQUIRED PRIOR TO ANY CONSTRUCTION. A MINIMUM OF FIVE (5) WORKING DAYS NOTICE IS REQUIRED FOR 6.03' 1 m ����oo� g 1. THESE NOTES SHALL APPEAR FOR PROJECTS FOR THE WATER UTILITY. SCHEDULING. 21. TWENTY-FOUR (24) HOURS NOTICE WILL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. 2. ALL WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON on PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS, AS 22. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. 41 "' 204 LF 4" DI CL 52 APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION. o NEW RESIDENTIAL METER I 23. INSTALLATION OF CORPORATE STOPS, WATER SERVICES, LINES AND METERS SHALL NOT BE DONE UNTIL ALL SERVICE AGREEMENTS, METER APPLICATIONS, _ _ _ _ _ _ _ LOT 2 5.0' 3. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE LIMITED TO 8:30 AM TO 3:30 PM ON WEEKDAYS UNLESS OTHERWISE APPROVED IN CONSTRUCTION PERMITS, AND PAYMENT OF FEES HAVE BEEN MADE TO THE CITY OF RENTON. ----------------- - - - - - - ry WRITING BY THE PUBLIC WORKS DEPARTMENT AT (425) 430-7301. THE POLICE DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE NOTIFIED 24 (7,743 SQ. FT) I 24. ALL CONNECTION TO EXISTING MAINS IS TO BE ACCOMPLISHED BY THE CITY OF RENTON, EXCEPT WET TAPS, WHICH MAY BE MADE BY APPROVED WET TAP HOURS IN ADVANCE OF ANY WORK IN THE RIGHT OF WAY. CONTRACTORS WITH PRIOR APPROVAL FROM THE PUBLIC WORKS DEPARTMENT. ALL NECESSARY EXCAVATION AND MATERIALS ARE TO BE SUPPLIED BY THE CONTRACTOR AND BE ON-SITE PRIOR TO CITY NOTIFICATIONS. 7 LF 6° SIDES SEWER STU 2.O% �° 4. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE � E UE ;@ ,/� I I AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. FOR UTILITY LOCATES CALL 48-HOUR LOCATORS 800-424-5555. 25. INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY w ( `, ! 5. AN APPROVED TRAFFIC CONTROL PLAN IS REQUIRED TO BE SUBMITTED AT THE PRE -CONSTRUCTION MEETING. DEVELOPMENT SERVICES TWENTY FOUR (24) HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. THE CONTRACTOR, AS WELL AS THE ENGINEERS, SHALL KEEP AS -BUILT DRAWINGS. 5' UTILITY �, ( 6. ALL WATERMAIN PIPE IS TO BE CEMENT LINED DUCTILE IRON PIPE CONFORMING TO AWWA C110 AND C111 OR LATEST REVISION, THICKNESS 26. CONTRACTOR TO PROVIDE PLUGS AND TEMPORARY BLOW -OFF ASSEMBLIES FOR TESTING AND PURITY ACCEPTANCE PRIOR TO FINAL TIE-IN. EASEMENT o Ln I fi CLASS 52. CEMENT MORTAR LINING AND SEAL COATING SHALL CONFORM TO AWWA C104 OR LATEST REVISION. PIPE JOINTS TO BE PUSH -ON OR 1 o MECHANICAL JOINT. BEDDING TO BE CLASS C. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE POLYETHYLENE WRAPPED PER ANSI/AWWA ' I I MECHANICAL C105/A21.5-93AL STANDARDS. 27. ALL JOINT RESTRAINT SYSTEMS (SHACKLE RODS, NUTS, BOLTS, ETC.) SHALL BE AS MANUFACTURED BY THE STAR MANUFACTURING COMPANY OF COLUMBUS °CLEAN OUTOHIO, OR EQUAL, APPROVED IN WRITING BY THE PUBLIC WORKS DEPARTMENT. o 1_'IE=379.57L� 1 HORIZONTAL GRAPHIC SCALE VERTICAL GRAPHIC SCALE a - _ _ _ _ _ _ ._ �,� I L_ •J 20 10 0 10 20 10 5 0 5 10 28. ASPHALT AND CONCRETE STREET PAVING SHALL BE SAWCUT TO A MINIMUM DEPTH OF TWO (2) INCHES. OIL MAT STREETS MAY BE SPADE CUT. ALL 0 - ' SURFACE CONCRETE, PAVEMENT, SIDEWALKS, CURB, GUTTERS, AND DRIVEWAY APPROACHES SHALL BE SAWCUT TO A MINIMUM DEPTH OF TWO (2) INCHES 1 inch = 20 ft. 1 inch = 10 ft. _ _ _ OR REMOVED TO AN EXISTING EXPANSION JOINT. V E - 3o,g3 2 0' 404 W 29. A TEMPORARY COLD MIX ASPHALT PATCH SHALL BE PLACED ON THE DAY OF INITIAL EXCAVATION WITH A PERMANENT, SEALED PATCH TO BE PLACED, TO 589 5006 Vile CITY OF RENTON POLI( WITHIN 10 DAYS CALL FOR SUBGRADE INSPECTION PRIOR TO PLACEMENT OF FINAL PATCH 400 EX. SSMH W Y, _ _ _11b^� u) +06.87 (1.7' RT) - - - _ � u� _.STA 10 , _ ' - - - _ fes. _ J O 30. FOR CITY PROJECTS SUCH AS TELEMETRY CONDUIT, THE PVC PIPE USED SHALL BE ALL CHEMICAL PROCESS LINES SHALL BE SCHEDULE 80 PVC PIPE. 5 LF 6"SIDE SEWER STUB ° 396 EX. RIM=388.73 - @ 9.0 /0 5 EX. IE(N)=377.79 SCHEDULE 40 IN UNIMPROVED AREAS AND SCHEDULE 80 PVC PIPE UNDER IMPROVED ARE O w FINISH GRADE EX. GROUND z _ 8" CLEAN OUT 392 CALL 48 HOURS 392 - - NEW RESIDENTIAL METER ;' -STA 12+32, (5.0' RT) BEFORE YOU DIG ---- 388 - - - - __ - c'' RIM 382.62 388 IE=379.57 1-800-424-5555 WATER FITTING DATA - z 384 ---.._-_-_- _ -2- 8 .1 0 3 4 O rn co 2 _ - ---- - = o®T 3 o _ - - O STA 9+83, 3.6' LT 4O STA 10+29, 8.6' LT z 380 2: to _1 14 LF 8_I?I CL 52 380 „ (8,920 Sq. FT) _ ; _ __> CONNECT TO EX. 8 DI 1-8"x6" TEE (MJxFL) - , -_.r �° = w -- - i��� _ O 1-8"x8" WET TAPPING (MJxFL) 1-6" GATE VALVE (FLxMJ) ,' ;^��' 376 EX. 8".SEWER m + �`? _ 376 1-8" GATE VALVE (FLxMJ) 1-8"x4" REDUCER (FLxMJ) o f��f uJ 180 LF 8" -PVC @ 0.50°.!0 m� 1 -CONCRETE THRUST BLOCK 1-4" GATE VALVE (FLxMJ) I 372 5 LF 8.. D1 CL 52 - _ cn <E' 372 1 -FIRE HYD. ASSY MJ 204 LF 4" DI CL 52 = 1-- II 5 LF 6" PVC ( ) i 28 LF 8" DI CL 52 _ CD �w SIDE SEWER STUB A 10+11.26, 4.3' LT F 6" p O2 ST 5 L D.I. 368 EX. GROUND FINISH GRADE @ 2.00% 368 1-8"x8"x45° WYE BEND (MJ) 1 -CONCRETE THRUST BLOCK ,� _ _ _ - 1 -CONCRETE THRUST BLOCK / �� 364 PROVIDE 1.0' CLEARANCE _ 364 O5 STA 12+33, 5.0' LT �j -FOUND 578' REBAR & 00 FOUND 1/2" REBAR_ CAP (APS Ls #29293) r� o CAP (TGA LS#9634/10356)� �3j 7lb � ' 0.71' EAST FROM 00 a- ------------ `95.96' �1 FENCE LINE. r+7 00 Imo- n 07 CJ N 0) (0 N q 0) 1+c- 00 cV Ln O r` C0 rn Ln 7 c) O O N U') 00 7 Lq r j C7 X 001 CT)°O °O 0) r` CO 00 00 cD 00 00 Imo• co OC)00 (tj (Lo co CO Ln U-) 00 00 LOd 0o 00 00 00 r"j 00 co C'7 rsi 00 00 CYj rri 00 00 CN C1400 00 °o n ce) n th n C') n M r7 C7 n trj CY) M �3 STA 10+1:5.22,8.5 LT 1-4"CAP & PLUG (MJ) 1-8"x8"x45° WYE BEND (MJ) 14" BLOW -OFF ASSY. 1 -CONCRETE THRUST BLOCK 1 -CONCRETE THRUST BLOCK nunaci nomei ------ a4 -Rn 1n4 -nn 1n4 -9n 1n4 -An 1 n+Fin 1 n+Rn 11 +nn 1 14-9n 114-dn 11 4.rn 1 1.Lsan 10_Lnn I 7.Lon 17.LA n E � n � VERTICAL: NAVD 1988 P . >� P�7:T �� pF WAS �� DESIGNED: 1 �r ®20� HORIZONTAL: NAD 1983/1991 ®® 3413 NE 7TH STREET H. H. PHAN � CITY OF RENTON, WA 98056 Land Planning • Civil Engineering _ DRAWN: H. H. PHAN DATUM RENTON 5130 South 166th Lane `v 42815 CHECKED: ONE INCH Planning/Building/Public Works Dept. p 88 ,o AT FULL SCALE WATER CDSeaTac� WA 9(710(7 �O ��GI S`PER�,IF NOT ONE INCH a T (2O6) 229-6422 ��`�SIONAL E���� APPROVED: SCALE ACCORDINGLY � N�. REVISION BY DATE APPR PROFILI 3-10-2015 FIELDBOOK: PAGE: ®� v\s D ) . WING NO: MPSI N UT1oo\� > SHEET: OF: 4 5 W z U W a PROPOSED ACCESS ROAD SECTION SEE ROADWAY DRAWING SEE PLANS 10.0' MIN —�- 5.0' MIN 6" RIGID PERFORATED PIPE @ 0.0% ROOF DRAIN INFILTRATION TRENCH FINISHED GRADE 4" SOLID PIPE CV r cv FINE MESH SCREEN z : - T -ELEVATION NTS WRAP WASHED ROCK ENTIRELY WITH FILTER FABRIC (TYP) 6" RIGID PERFORATED PVC PIPE LAID LEVEL (TYP) 5.01 WASHED ROCK 3/4" - 1 1/2" (TYP) ROOF INFILTRATION TE _ H ---DETAIL SCALE: NONE ;EIP�G�� IC Land Planning Civil Engineering NO. SCALE: NONE CL. 4000 CONCRETE DRIVEWAY 5' SIDEWALK 8' PLANTER STRIP REVISION 6" MIN. GRAVEL BACKFILL WRAP WASHED ROCK ENTIRELY WITH FILTER FABRIC 6" RIGID PERFORATED PIPE (ADS OR CMP) WASHED ROCK 3/4" - 1 1/2" 3/8" EXPANSION JOINT (TYP) SURVEYED: SCALE: DESIGNED: H. H. PHAN DRAWN: H. H. PHAN CHECKED APPROVED: DRIVEWAY ENTRANCE SIDE SLOPE (TYP.) OIL COL CATCH BASH` SEE PLAN SEE NOTE 1 �IAnirn f' MATO 1;Lill 4 ' fill SCALE: NONE 5.0' A)� CEMENT CONCRETE CURB & GUTTER TO INFILTRATION TRENCH IOLLECTION 1. WHEN THE DRIVEWAY WIDTH EXCEEDS 15 FEET, CONSTRUCT A FULL DEPTH EXPANSION JOINT WITH 3/8" JOINT FILLER ALONG THE DRIVEWAY CENTERLINE. CONSTRUCT EXPANSION JOINTS PARALLEL WITH THE CENTERLINE AS REQUIRED AT 15 FEET MAXIMUM SPACING WHEN DRIVEWAY WIDTHS EXCEED 30 FEET. 1/2" R. (TYP)- 1/2" MAX. LIP BETWEEN c0 ROADWAY GUTTER & CURB DRIVEWAY ONE INC -H AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY DRIVEWAY RAMP DEPRESSED CURB & GUTTER A ' 5014 1 no TIM VERTICAL: NAVD 1988 HORIZONTAL: NAD 198311991 CITY OF t >; - RE NTON DATUM Planning/Building/Public Works Dept. CENTRAL ISLAND SHORT PLAT 3413 NE 7TH STREET RENTONf WA 98056 oi' �d� 0 �O� 3-10-2015 FIELDBOOK: PAGE: DRAWING NO: D11 SHEET: OF: 5 5 117mweell ��► "� lEMUS L SHEET 1 OF 1 SURVEYED BY: TJS CHECKED BY: TJS DRAWN BY: MAGG APPROVED BY: TJS DATE BY REVISION CK'D APPR. 2012-7-2 MAGG ADDITIONAL INFO. SEWER AND GRND. SAE SAE 0 20 40 80 SCALE: 1 "= 40' LEGAL DESCRIPTION TITLE REPORT: CW TITLE AND ESCROW #4014934DATED JANUARY 15, 2015 LOT 8, BLOCK 2 OF STEWART'S HIGHLAND ACRES TRACTS, PER PLAT RECORDED IN VOLUME 43 OF PLATS, PAGE 17, AT RECORDS OF KING COUNTY AUDITOR; SITUATED IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON. REFER TO APS SURVEY & MAPPING DRAWING FILED IN KING COUNTY RECORDED NO. 20120501900001, VOL. 287 OF SURVEYS, PAGE 250. DATED: MAY 01, 2012 SPECIAL EXCEPTIONS FROM TITLE REPORT 9. EASEMENT AND THERM AND CONDITIONS THEREOF: GRANTEE: CITY OF RENTON, A MUNICIPAL CORPORATION REGARDING: SANITARY SEWER UTILITY AREA AFFECTED: A PORTION OF SAID PREMISES RECORDED: NOVEMBER 7, 2013 RECORDING NO: 20131107000150 GENERAL NOTES 1. THE SOLE PURPOSE OF THIS SURVEY IS TO SUBDIVIDE LOT 8, BLOCK 2 OF STEWART'S HIGHLAND ACRES TRACT'S, INTO THREE NEW LOTS. 2. THIS SURVEY WAS BASED ON A RTK VRS SURVEY (USING TRIMBLE 5700 UNITS) IN COMBINATION WITH A CONVENTIONAL SURVEY (USING LEICA VIBA TS15 TOTAL STATIONS). THIS NETWORK MEETS OR EXCEEDS THE ACCURACY STANDARDS SET BY WAC 332-130-090. 3. ALL MONUMENTS WERE OCCUPIED OR OBSERVED DURING THE MONTH OF APRIL, 2012. 4. THE PRIMARY INSTRUMENTS WERE CALIBRATED IN OCTOBER 2011 AT THE KING COUNTY BASELINE. SURVEYOR'S CERTIFICATE THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF THE SURVEY RECORDING ACT AT THE REQUEST OF PHAM THOUNG, IN JUNE OF 2012. LAND SURVEYOR: TYLER J. SWEET, PLS. STATE OF WASHINGTON CERTIFICATE NO.: 29293 DATE: EXHIBIT OF LOT 8, BLOCK 2 (PARCEL NO. 801110-0110) STEWARTS HIGHLAND ACRES TRACT for PHAM THOUNG SEE SCALE BAR I DATE: JUNE 2012 APSSM JOB NO.: 1089005 1 AutoCAD DWG NAME: 1089005E-6-6-2012 MAR - 9 2015 CITY CSE RENTON PLANNING DIVISION 29293 LakD t. Y r SURVEY & MAPPING 13221 S.E. 26TH STREET, SUITE A BELLEVUE, WASHINGTON 98005 TEL. (425) 746-3200 FAX: (425) 746-3342 WITHIN THE NW 1/4 OF THE SE 1/4 OF SECTION 09, T 23N, R05E, W.M., IN KING COUNTY, WASHINGTON 801 1 1 0-0035 /-A U(\ C 1) / r\ /-i U 1 1) BL OCK I 801110-0030 801110-0141 801110-01d5801110-0050 /—SANITARY MH ------------- - -- HIM tL=007.40 IE 8" PVC (S)=376.16 CY) IE 8" PVC (E)=376.33 IE 8"PVC 8" PVC (W)=376.18 :> 81, PVC 0 co 563.26- (PROP) (TO MONROE N.E.) CL 00 O 25' 25' 0���00 ,, SHEET OF N88'51'36"W e 801110-0099 LOT 5 ALBERT BALCH S PRESI DEN T PARK 0 co NE 7th PLACE S88'55'26"E 609.76' (M) 610.00' (R4) 5.01 �m 00 C9 co 0) N REW[CAP FND 1/2 TCA# 9634/10356 N.E. 7TH STREET 3: (D 0) 0 O -- 15:4' 77777771-71— r EXISTING X 2,073 SO FT WOOD FRAME BUILDING ON LOT 1 7599 SF OVERALL LOT 2 SF 9,120 & POSSIBLE HOUSE IFOOTPRINT I I 1,796 II ZlI \,1 6 `9o° — OVERALL LOITT3 7 SF = 11,949 POSSIBLE HOUSE FOOTPRINT IS 4,454 SF 00 00 z ?,?)0— 0 0 o 041800 0 OD 0080 G) LEAD/TACK FND IN CASE R=35' N88'51'36"W SURVEYED BY. TJS CHECKED BY: TJS DRAWN BY. MAGG APPROVED BY. TJS DATE BY REVISION CK'D APPR. 2012-7-2 MAGG ADDITIONAL INFO. SEWER AND GRND. SAE SAE I T L F- j D J 041800 0075 578.47' (PROP) (TO N.E. QUEEN AVENUE) Overall = 28,668 SF. Paved Driveways 220 SF. + 1,785 SF. = 2,005 SF. Roofs of Existing and Proposed Bldg. T'S HIGHLAND X2,073 SF. + 1,796 SF S TE WA R + 4,454 SF = 8,323 ACRES TRA C TS 0 SF. Yeilds 10,328 BLOCK .2 00 0 0) 0 N z SF. Or36% (Impervious Surface) REBAR/CAP SET 602 I N88 -51'36"W 1258.93' (M) FROM MONROE AVE ROW TO QUEEN AVE. ROW 1259.41' (P) ALBERT BALCH )(3 PRESIDENT PARK GENERAL 0'11:�:'S J V I T L F- j D J L IN '.N K! a.V F� 7 r T ON 0 F L N L P C, A --y NCM INIJU N T'y )URIVEW V� 1-4-f I F I C A TF - V J '.N r I EXHIBIT OF LOT 8, BLOCK (PARCEL NO. 80-01110-0110) STEWARD'S HIGHILAND ACRES TRACTS for PRAM THUONG SEE SCALE BAR DATE: JUNE 2012 7 APSSM JOB NO.: 1089005 AutoCAD DWG NAME: 1089005E-6-6-2012 w Q z U W D O 0 a ITM/HCOASE FND IN CASE (HELD) P. 00 00 0 ry �n N M ,q))�'Vo) 00 w c0 N 30' 1 30' �wik A M ffil PE Rk FM • • • « . • • NE 12TH STREET 0 S� 00 40 o z J` M NE 7TH co NE 77'y STR��r STREET m z C: m SITE m NE 4TH STREET J 3R0 0 0 LEGAL DE CRIPTION LOT 8, BLOCK 2 OF PLAT OF STEWART'S HIGHLAND ACRES TRACTS RECORDED IN VOLUME 43 OF PLATS, PAGE 17, ATR CORDS OF KING COU TY PLANNING COMMISSION, ON DECEMBER 21, 194 . REFER TO APS SURVEY & MAPPING DRAWING FILED IN KING COUNTY IRECORDED NO. 20120 01900001, VOL. 287 OF SURVEYS, PAGE 250. DATED: MAY 01, 2012 1. THE SOLE PURPOSE: OF THIS SURVEY IS PROVIDE A TOPOGRAPHIC MAP OF LOT 8, BLOCK 2 OF STEWART'S HIGHLAND ACRES TRACTS, AS ILLUSTRATED HEREON. 2. OUR CLIENT, PHAM THOUNG HAS FURNISHED APS SURVEY & MAPPING WITH A TITLE REPORT OF THE BOUNDARIES. A COMBINATION WITH RECORD SURVEYS AND PLATS WAS USED IN CONCERT WITH FOUND MONUMENT TION TO DETERMINE THE BOUNDARIES SHOWN HEREON. ACTUAL PROPERTY STATUS MAY VARY. 3. THIS SURVEY WAS BASED ON A RTK VRS SURVEY (USING T IMBLE 5700 URI BtNA°FK"VTFM-- CONVENT ONAL SURVEY (USING L ICA VISA TS15 TOTAL STATIONS). THIS NETWORI14 MEETS OR EXCEEDS THE ACCURACY STANDARDS SET BY WAC 332-130-0 0. 4. ALL MONL MENTS WERE OCCUPIED OR OBSERVED DURING T 1E MONTH OF MAY OF 2014. 5. THE PRIM RY INSTRUMENTS WERE: CALIBRATED IN OCTOBER 2013 AT THE KING COUN I TY BASELINE. 6. THIS SUR EY DOES NOT CONSTITt�TE A SUBDIVISION OF LAND. II � 0 0 THIS SURVEY WAS PREPARED FOR THE EXCLUSIVE a USE OF PHAM THOUNG, AND DOES NOT EXTEND TO SANITARY MH ALREADY SET ANY UNNAMED PARTY WITHOUT EXPRESS 0 RECERTIFICATION BY APS SURVEY & MAPPING, LLC 0' zi �2 AND/OR THE PROFESSIONAL LAND SURVEYOR NAMED HEREON, NAMING SAID PARTY. 0 to FND IN CASE STEWART'S HIGHLAND ACRES TRACTS o,�po ppo� a0N 0 pp0 o�p6 801110-0099 b,3'\ � 6 LOT 5 LAND SURVEYOR'S CERTIFICATE THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF THE SURVEY RECORDING ACT AT THE REQUEST OF PHAM THOUNG, IN JUNE OF 2014. LAND SURVEYOR: STATE OF WASHINGTON CERTIFICATE NO.: 29293 DATE: TEWAR T'S HIGHLAND n i m r-rl -rr-i n r� -rr- HC,KtJ BLOCK 1 10 FT OFFSET PKINAII.= 388.96' WEST IE = C-11.26' EAST E = C-11.17' RIM = C-0.23' SS -1360 NAIL SET PT 603 N=183395.48 E=1309437.215' EL=388.73' 8" PVC WEST = 377.70' 8" PVC SOUTH = 377.79' 801110-0141 \ N.E. ;/7TH ST EET FOUND 1,/2"REBAR & N88°51'36"W -.CAP A LS#9634/10356) Li� I ' WOOD CID wz rnM 0 Z 0L- 0 041800 G M ALBERT BALCH'S9 0080 �� w PRESIDENT PARK NE 7th PLACE S88°55'26"E 609.76' (M) 610.00' (R4) R=35' .�v FOUND LEADAN 00 TACK IN CASE ��p• LEAD/TACK FND IN CASE DRIP LINE (TYP) j 041800 0075 801110-0145 I 801110-0050 SS -1380 15' OFFSETHUB SET EL -387.83' CLEANOUT - C-9.73' a 578.47' (PROP) (TO N.E. QUEEN AVENUE) 1434 ' DISTRIBUTION POLE 41 12" DIA. WOOD W/ U.G. CONDUITS 1440 SS -1454 HIGHLAND SANITARY CLEANOUTS SANITARY MH ALREADY SET p N=183393.31' E=1309250.86' A CRES RIM=384.35' 1447 8" PVC WEST IE = 376.60' O Y U 8" PVC EAST IE = 376.70' DISTRIBUTION POLE 12" DIA. WOOD W/ 2 m o U/G CONDUITS 3-1/2- DIA. PVC --- o 801110-0030 801110-0035 SANITARY MH 10 FT OFFSET RIM EL=387.46 PKNAIL = 386:16' IE 8" PVC 5 =376.16 IE 8n PVC E =376.33 WEST IE - C-8.98 EAST IE C-8.89' IE 8 PVC W 376.18 RIM C-0.33' 8" PVC �i S 4= 8" PVC 563.26' PRO (TO MONROE N.E.) Station Offset �-- FENCE COR. 1434 - 26" FIR 0+06.8 2.81L o MFH SS -1359 FENCE END----- 1441 00 0+28.9 0.0' NAIL SET PT 602 0.1'(S) & 0.7'(W) - 25" FIR 0+67.3 4.31R N=183397.110' FROM PROPERTY 0+76.8 5.8'R 1486 E=1309325 60' COR. °h NOTE: RIM=385.8 ' o°8" 25' 25' PVC WET 377.17' GOING SOUTH AND 8" PVC EAT 377.27' �O OFFSET IS EAST OF THE PROPERTY LINE IF DESIGNATED L (FOR LEFT) o ° r O Uj a�o d' FENCE COR.---"� W O 0.4'(S) & 0.7'(W) o Z U FROM PROPERTY p00 O� COR. rb o,�po ppo� a0N 0 pp0 o�p6 801110-0099 b,3'\ � 6 LOT 5 LAND SURVEYOR'S CERTIFICATE THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF THE SURVEY RECORDING ACT AT THE REQUEST OF PHAM THOUNG, IN JUNE OF 2014. LAND SURVEYOR: STATE OF WASHINGTON CERTIFICATE NO.: 29293 DATE: TEWAR T'S HIGHLAND n i m r-rl -rr-i n r� -rr- HC,KtJ BLOCK 1 10 FT OFFSET PKINAII.= 388.96' WEST IE = C-11.26' EAST E = C-11.17' RIM = C-0.23' SS -1360 NAIL SET PT 603 N=183395.48 E=1309437.215' EL=388.73' 8" PVC WEST = 377.70' 8" PVC SOUTH = 377.79' 801110-0141 \ N.E. ;/7TH ST EET FOUND 1,/2"REBAR & N88°51'36"W -.CAP A LS#9634/10356) Li� I ' WOOD CID wz rnM 0 Z 0L- 0 041800 G M ALBERT BALCH'S9 0080 �� w PRESIDENT PARK NE 7th PLACE S88°55'26"E 609.76' (M) 610.00' (R4) R=35' .�v FOUND LEADAN 00 TACK IN CASE ��p• LEAD/TACK FND IN CASE DRIP LINE (TYP) j 041800 0075 801110-0145 I 801110-0050 SS -1380 15' OFFSETHUB SET EL -387.83' CLEANOUT - C-9.73' a 578.47' (PROP) (TO N.E. QUEEN AVENUE) 1434 ' DISTRIBUTION POLE 41 12" DIA. WOOD W/ U.G. CONDUITS 1440 0 0 FF1.aD I.P<If, (HELD) Station Offset Description DRIP LINE RADIUS 0+06.75 2.79' [E] FIR 26" 29' APPROXIMATE 0+24.35 0.76' [E] CEDAR 20" 18' APPROXIMATE 0+29.14 0.24' [E] FIR 20" 1 APPROXIMATE 0+67.24 4.02' [OS] FIR 25" 19' APPROXIMATE 0+76.86 5.60' [OS] HEMLOCK 18" 15' APPROXIMATE 0+99.37 1.66' [OS] FIR 18 15' APPROXIMATE The Station is measured from the Northeast Property Corner going South along the East Property Line. FIR 25" / 19' dripline = 187 sf +plus+ HEMLOCK 18" / 15' dripline = 148 sf +plus+ FIR 18 / 15' dripline = 148 FOUND 5/8" REBAR & sf CAP (APS LS #29293) equals 483 sf more or less coverage. 0.71' EAST FROM FENCE LINE. N88`51'36"W 125&93' (M) FROM MONROE AVE ROW TO QUEEN AVE. ROW 1259.41' (P) ALBERT BALCH'S PRESIDENT PARK 30' 0 N 0 0 N n I, EQUIND.LEAD AND 1 TACK IN CAgF w 0 Z w Q z w w O w Z 0 20 40 80 SCALE: 1 "= 40' �o N I I TEWART'S HIGHLAND SANITARY CLEANOUTS p uD EL=387.46' A CRES °S' TRA C TS 1447 O Y U BLOCK 2 m o -1448 o TREE TABLE z .. i d Point - Description Station Offset �-- FENCE COR. 1434 - 26" FIR 0+06.8 2.81L 1440 - 20" FIR 0+24.3 0.4'L 1441 - 20" CEDAR 0+28.9 0.0' 1447 - 25" FIR 0+67.3 4.31R 1448 - 18" HEMLOCK 0+76.8 5.8'R 1486 - 18" FIR 0+99.2 0.4'R NOTE: -16' PRIVATE ACCESS EASE' STATION IS MEASURED FROM THE NE PROPERTY CORNER GOING SOUTH AND M C] � M LLJ Z m OFFSET IS EAST OF THE PROPERTY LINE IF DESIGNATED L (FOR LEFT) 0 0 FF1.aD I.P<If, (HELD) Station Offset Description DRIP LINE RADIUS 0+06.75 2.79' [E] FIR 26" 29' APPROXIMATE 0+24.35 0.76' [E] CEDAR 20" 18' APPROXIMATE 0+29.14 0.24' [E] FIR 20" 1 APPROXIMATE 0+67.24 4.02' [OS] FIR 25" 19' APPROXIMATE 0+76.86 5.60' [OS] HEMLOCK 18" 15' APPROXIMATE 0+99.37 1.66' [OS] FIR 18 15' APPROXIMATE The Station is measured from the Northeast Property Corner going South along the East Property Line. FIR 25" / 19' dripline = 187 sf +plus+ HEMLOCK 18" / 15' dripline = 148 sf +plus+ FIR 18 / 15' dripline = 148 FOUND 5/8" REBAR & sf CAP (APS LS #29293) equals 483 sf more or less coverage. 0.71' EAST FROM FENCE LINE. N88`51'36"W 125&93' (M) FROM MONROE AVE ROW TO QUEEN AVE. ROW 1259.41' (P) ALBERT BALCH'S PRESIDENT PARK 30' 0 N 0 0 N n I, EQUIND.LEAD AND 1 TACK IN CAgF w 0 Z w Q z w w O w Z 0 20 40 80 SCALE: 1 "= 40' �o N I I � v7 m Y U m o o U LLI 0- z .. i d U Q V 5O w0 tY °- O H (n 0 0 Fes- Q M C] � M LLJ Z m < N V) C) r F-- Lv UL 0 w Cz Q Z 0- 1-__ 4__, L_ w O o ry .:' M 1 ,• m 4" MIN. CLASS "B" ASPHALT CONCRETE PAVEMENT, 2-211 LIF75 REQUIRED 6" MIN. CRUSHED SURFACING TOP COURSE (CSTC) WI74IN THE NW 1/4 OF 74E 5E 1/4 OF SECTION Oq, 723NI R05E1 W.M., IN KING COUNTY, WASHINGTON SS-1360 - IV— UIJ— 01il -tU E=1309437.25' 7714 EL= 388.73' -- - ����'�� ��(, �,Cb 8" PVC WEST = 377.70' -- 14-0 81 PVC SOUTH - 377.7.E SAW VERT CURB ANDSCAPE STRI CUT F * GUTTER Wm 2% I RII" 8' LANDSCAPE 5 WALKWAY STRIP PUBLIC ROADWAY SECTION 11411=1' (NE 774) DISTRIBUTION POLE 12" DIA. WOOD W/ U/G CONDUITS 3-1/2" DIA. PVC DRIVEWAY T(F. SECTION 11411=1' NEN 6" SANT TAkY 1 EWER, 2% MIN ISLOPE I' LOT 2 ELECTRICAL CONDUIT I 'EWAY CNTR EL 33q.2q " SEWER MAIN 1380 OFFSETHUB SET 387.83' AN OU T - C-9.73' SED 16' ACCESS ENT SED 12' ASPHALT ENT o-� " SEWER MAIN N CT TO EX SEWER V 0.4% SLOPE DRIVEWAY CNTR L 1 NE EL 383.75 I I �W 6" SANITARY _EWER 2% MIN SLOPE 10-) 10 l0 0 .z NOTE: EXISTING UTILITY LOCATIONS 514OWN HEREON ARE APPROXIMATE ONLY. IT SHOULD BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE TOE EXACT EXACT VERTICAL AND NORIZONTAL LOCATION OF ALL EXISTING UNDERGROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO REPRESENTATION IS MADE TNAT ALL EXISTING UTILITIES ARE SHOWN NEREON. TOE ENGINEER ASSUMES NOT RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITYES NOT SHOWN IN THE PROPER LOCATION. CALL BEFORE YOU DIG: 811 PROPERTY MIN LINE 4"0I SERVAr10 �� � 4 PERFORATED I NEW N1 SCREW CAF DRAIN PIPE i LOT 3 i — — PEA GPAVEL OR - �c�0 �-4" PVC PIPE li SLOPE RI VER 1570NE _3>_ --3.5'0 3.5"0 MAX * 1.5"0 MIN 0c�a CLEAN AGGREGATE I I I - FILTER FABRIC ------ — — — — --� REBAR/CAP 51-011 20' LONG , I SET 602 I) (I INFILTRATION I f FACILITY 20 0 10 zo ao INFILTRATION FACILITY ( IN FEET ) N88°51'36W 95.96' finch= 20ft. WANGENGINEERING711NC.�" �'. 5URVEYETJS 1 z0a i , „,HORRt�AU H D 1983%1991n10-28-14 e rr { DESIGNS m� _ }"T CITY OF 3413 NE 7TH SHORT PLAT FlE�D�GK 14735 168714 AVE NE DRAWN: R E N TO N PSE :� _.. W�DINVILLE WA 88072 -p MTN ONE INCH DATUM DRAWING 140: �11 rr. ' �"Il w �o—IB—�A CHECKED: AT FULL SCALE Planning/Building/Public works Dept. UTILITY/DRAINAGE/GRADING PLAN r/F: 425-48q-0827 <., �L � MTw IF EMAIL: wangenginctyahoo.corrm l ` NO. REVISION BY DATE APPR �T ONE wCH �fdhd.L, 3 a� t L p� y AppRDVEU: SCALE ACCORDINGLY SHEET: 1 OF: 1 Emmmmmmm 16' ACCESS EASEMENT UTILITY EASEMEN 1 � I—OII 61— 8 -0 8 0II I 1 �I 01 LU 0, 0 cLl �Qj I IQz00 °� 2Z 2Z, I E A WX mi I I—III—I I — I I MIN. 2" 70P COURSE OF NOT MIXED ASPHALT (NMA) CLASS 112111 PG 64-221 OVER MIN. 4" BASE COURSE OF NMA CLASS E, PG 64-22 OVER 4" BASE OF 1 CRUSHED SURFACING TOP COURSE (c5rc). 20' LONG INFILTRATI� FACILITY rn DRIVEWAY T(F. SECTION 11411=1' NEN 6" SANT TAkY 1 EWER, 2% MIN ISLOPE I' LOT 2 ELECTRICAL CONDUIT I 'EWAY CNTR EL 33q.2q " SEWER MAIN 1380 OFFSETHUB SET 387.83' AN OU T - C-9.73' SED 16' ACCESS ENT SED 12' ASPHALT ENT o-� " SEWER MAIN N CT TO EX SEWER V 0.4% SLOPE DRIVEWAY CNTR L 1 NE EL 383.75 I I �W 6" SANITARY _EWER 2% MIN SLOPE 10-) 10 l0 0 .z NOTE: EXISTING UTILITY LOCATIONS 514OWN HEREON ARE APPROXIMATE ONLY. IT SHOULD BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE TOE EXACT EXACT VERTICAL AND NORIZONTAL LOCATION OF ALL EXISTING UNDERGROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO REPRESENTATION IS MADE TNAT ALL EXISTING UTILITIES ARE SHOWN NEREON. TOE ENGINEER ASSUMES NOT RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITYES NOT SHOWN IN THE PROPER LOCATION. CALL BEFORE YOU DIG: 811 PROPERTY MIN LINE 4"0I SERVAr10 �� � 4 PERFORATED I NEW N1 SCREW CAF DRAIN PIPE i LOT 3 i — — PEA GPAVEL OR - �c�0 �-4" PVC PIPE li SLOPE RI VER 1570NE _3>_ --3.5'0 3.5"0 MAX * 1.5"0 MIN 0c�a CLEAN AGGREGATE I I I - FILTER FABRIC ------ — — — — --� REBAR/CAP 51-011 20' LONG , I SET 602 I) (I INFILTRATION I f FACILITY 20 0 10 zo ao INFILTRATION FACILITY ( IN FEET ) N88°51'36W 95.96' finch= 20ft. WANGENGINEERING711NC.�" �'. 5URVEYETJS 1 z0a i , „,HORRt�AU H D 1983%1991n10-28-14 e rr { DESIGNS m� _ }"T CITY OF 3413 NE 7TH SHORT PLAT FlE�D�GK 14735 168714 AVE NE DRAWN: R E N TO N PSE :� _.. W�DINVILLE WA 88072 -p MTN ONE INCH DATUM DRAWING 140: �11 rr. ' �"Il w �o—IB—�A CHECKED: AT FULL SCALE Planning/Building/Public works Dept. UTILITY/DRAINAGE/GRADING PLAN r/F: 425-48q-0827 <., �L � MTw IF EMAIL: wangenginctyahoo.corrm l ` NO. REVISION BY DATE APPR �T ONE wCH �fdhd.L, 3 a� t L p� y AppRDVEU: SCALE ACCORDINGLY SHEET: 1 OF: 1 Emmmmmmm w a z Ld 0 i a r zz M It M 0 a 0 Iii 4.4 _CIO n 0 W 1- W Z M V_ 99T MM t"J W I THIN 745 NW 1/4 OF741E SE 1/4 OF SECT ION Oq, 723NI 80551 W1.1 M., I N KING COUNTY, WA54I NGTON N88°51'36 "W 95.96' -- PLANT LEG5ND It BCPD: QTY ACER CIRCINA`>"'UM MAPLE, 3 ��- 1.5" CALIPER MIN MALUS GOLDEN RAINDROPS, 9 1.5" CALIPER MIN NUMBER OF TREES R 0 R GROUND COVER LEGEND * SCND: DV DAVID VIBURNUM (VIBURNUM DAVIDII) IO (2 GALLON SIZE) SLUE OAT GRASS (NEUCTOTRICNON 5 (2 GALLON SIZE) SEMPERVIRENS) KINNIKINNICK (ARCTOSTAPIIYLOS i (1 GALLON SIZE, UVA—URSI) 0 30" O.C.) EXISTING UTILITY LOCATIONS S40WN 4EREON ARE APPRO,�INA75 ONLY. 17 SHOULD BE 7NE CONTRACTOR'S RESPONSIBILITY TO DEi15RMINE TWE EXACT EXACT VERTICAL AND WORIZONTAL LOCATION OF ALL EXI571% UNDERGROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO REPRESENTATION IS MADE TWAT ALL EXISTING UTILITIES ARE 540WN 4EREON. 74E ENGINEER ASSUMES NOT RESPONSIBILITY FOR UTILITIES NOT SPOWN OR UTILITYES NOT S40WN IN 74E PROPER LOCATION. CALL BEFORE YOU DIG: Ell STAKE FREE WITH (2) fREATED 2"m LODGEPOLE PINE DOWELED TREE STAKES (8'-0" LENGTH) LOOP EACH TIE AROUND HALF TREE LOOSELY TO PROVIDE 1" SLACK FOR TRUNK GROWTH-- "CHAINLOCK" OR EQUAL TREE TIE MATERIAL (1" WIDTH) NAIL CR STAPLE TREE TlE MATERIAL TO STAKE TO HOLD VERTICALLY. LOOP EACH TIE AROUND HAI.,F TREE LOOSELY TO PROVIDE 1" SLACK FOR TRUNK GROWTH 1. CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING THEMSELVES WITH ALL OTHER SITE - SEE NOTE 2 2"-3" MULCH DEPTFI (TAPERED AT (F -P) IMPROVEMENTS AND CONDITIONS PRIOR TO STARTING LANDSCAPE WORK. -TRUNK) MULCH TRE7MIN 5'-0" LENGTH X FLANTING2. CONTRACTOR SMALL USE CAUTION WHILE EXCAVATING TO AVOID DISTURBING ANY UTILITIES STRIP WIDTIWEEN CURE AND SIDEWAOR PLANTING ENCOUNTERED. CONTRACTOR 15 TO PROMPTLY ADVISE OWNER OF ANY D157URSED UTILITIES. STRIPS LES- THAN 6'-o"WDL.) PROVIDE 5'-0"0 MULCH RING FOR PLANTING STRIPS LOCATION SERVICE PHONE 1-600-424-5555. WIDER THAN 6'-0" CONDITION VARIED L1�� -6"MIN B. CONTRACTOR SMALL MAINTAIN AND WATER ALL PLANT MATERIAL FOR 1 YEAR OR UNTIL FINAL INSPECT ION AND ACCEPTANCE BY OWNER. ROUGHEN SIDES OF PLAN ING HOLE` MAXIMIZE EXCAVATED AREA y// WI'THCU`r UNDERMINING ADJACENT PAVING/CURB 4. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPUTING SPECIFIC QUANTITIES OF GROUND COVERS 18" DEEP ROOT BARRIER AND PLANT MATERIALS UTILOR CONCRETE PAVINIZING ON -CENTER SPACING FOR PLANTS AS STATED ON THE LANDSCAPE (REQUIRED WITHIN OR ASPHALT NG TYP.) I ` � PLAN AND MINIMUM PLANTING DISTANCES AS SPECIFIED BELOW IN 74E5E NOTES. REMOVE ALL WIRE & STRING, AND REMOVE ALL BURLAP 'ROM TCP �r 3 2/OF ROOTBALL NA-1VE DACKFILL SOIL AMENDMENT 5. CONTRACTOR SPALL BE RESPONSIBLE FOR PROVIDING THE QUANTITIES OF PLANTS THAT ARE REPRESENTED BY SYMBOLS ON THE DRAW 1 NGS. DECOMPOSED ORGANIC°MUt_Chl AMENDMENT FOR ENTIRE TREE PIT AREA X ROOTBALL DEPTH UNDISTURBED SUBGRADE (PROVIDES i SUBGRADE IS TO BE WITHIN 1/10" OF ONE FOOT AS PROVIDED BY OTHERS. ALL PLANTING AREAS TO WALL NOT SINK) 5'-0", ROOTBALL / MIN WIDTH OF TREE PETIC TI5,1ES GREATER DIAMETER OR �'-0", VrHICHEVER IS GREATER BE CLEARED OF ALL CONSTRUCTION MATERIAL AND ROCKS AND STICKS LARGER 74AN 2" DIAMETER. MULCH AREA TO RE CLEAR OF GRASS VvFFDS, ETC TO REDUCE COMPETITION WITH TREE ROOTS 7. 4" DEPTH NEW TOPSOIL IN NEW BEDS SPOW N. ROTOT I L L INTO TOP 6" OF SOIL . S. ALL BEDS TO RECEIVE A MINIMUM OF 2" FINE FIR BARK. q. ALL PLANT MATERIAL SHALL BE FERTILIZED WITH ACRO TRANSPLANT FERTILIZER 4-2-2 PER MANUFACTURER'S SPECIFICATIONS. 10. ALL PLANT MATERIAL SMALL CONFORM TO AAN STANDARDS FOR NURSERY STOCK, LATEST EDI TION ANY REPLACEMENTS MADE AT ONCE. A. GENERAL: ALL PLANT MATERIAL FURNISHED SMALL BE 4EAL74Y REPRESENTATIVES, TYPICAL OF THEIR SPECIES OR VARIETY AND SMALL NAVE A NORMAL GROWTH NABIT. 74E'Y SMALL BE FULL, WELL BRANCHED, WELL PROPORTIONED, AND HAVE A VIGOROUS, WELL DEVELOPED ROOT SYSTEM. ALL PLANTS SHALL BE HARDY UNDER CLIMATIC CONDITIONS SIMILAR TO THOSE IN THE LOCALITY OF THE PROJECT. B. TREES, SHRUBS, AND GROUND COVER: QUANTITIES, SPECIE51 AND VARIETIES, SIZES AND CONDITIONS AS S40WN ON THE PLANTING PLAN. PLANTS TO BE HEALTHY, VIGOROUS, WELL FOLIATED WHEN IN LEAF, FREE OF DISEASE, INJURY, INSEC75, DECAY, HARMFUL DEFECTS, AND ALL WEEDS. NOT SUBSTITUTIONS SHALL MADE WI74OU7 WRITTEN APPROVAL FROM LANDSCAPE ARC41 TECT OR OiA/NER. 11. NO PERMANENT IRRIGATION SYSTEM IS PROPOSED. TREES I-OCA75D ON 74E PROPOSED Lo7s WILL BE IRRIGATED BY FUTURE POMEOWNERS.LANDSCAPE STRIP PLANT MATERIAL.• • >R 100y. DROUGN7 TOLERANT AND SNAL-L. BE PROVIDED TEMPORARY IRRIGATION FOR TNE FIRST Two YEARS. 12. PONE BUILDER SNALL BE RESPONSIBL-E FOR INSTALLING PROPOSED L-07 TREES UPON COMPLE71ON OF 745 PROPOSED qOMES. 57REE7SCAPE PLANT MATERIAL- SPAL-L, BE IN67ALLED SY DEVELOPER. SUED. Tis DESIGNED: MW DRANK: MW MW 10-28-14 CHECKED: NO. REVISION BY DATE I APPR 1 "=20' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY CITY OF RENTON Planning/Building/Public Works Dept. DECIDUOUS TREE PLANTING DETAIL NOT TO SCALE ff SET T(v OF 800 T CROWN 2" AB(1%'E ADJACENT CURB & SIDEWALK GRADE SHAPE `1011_ SURFACE TO CREATI A 3' DIAMETER WATERING RING CONDITION VARIED TREE PIT DEPTH= - ROOTBALL DEPTH (MEASURE BEFORE DIGGING TO AVOID OVEREXCAVATION) i DRIVE STAKES TO 1'-0" BELOW RooTBALL INTO UNDISTURDED SOIL DRIVE STAKE AT ROOTBALL EDGE (T'fP) 20 0 10 20 40 III NINE ( IN FEET ) 1 inch = 20ft. 3413 NE 7TH SHORT PLAT DATE: 10-28-14 PAGE DRAWING NO: monammom WITHIN THE NW 1/4 OF THE SE 1/4 OF SECTION 09, 723N, R05E, W.M., IN KING COUNTY, WASHINGTON SHEET 1 OF 1 SURVEYED BY: TJS CHECKED BY: TJS DRAWN BY: MAGG APPROVED BY: TJS DATE BY REVISION CK'D APPR. 2012-7-2 MAGG ADDITIONAL INFO. SEWER AND GRND. SAE SAE 0 20 40 80 SCALE: 1 "= 40' LEGAL DESCRIPTION TITLE REPORT: CW TITLE AND ESCROW #4014934 DATED JANUARY 15, 2015 LOT 8, BLOCK 2 OF STEWART'S HIGHLAND ACRES TRACTS, PER PLAT RECORDED IN VOLUME 43 OF PLATS, PAGE 17, AT RECORDS OF KING COUNTY AUDITOR; SITUATED IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON. REFER TO APS SURVEY & MAPPING DRAWING FILED IN KING COUNTY RECORDED NO. 20120501900001, VOL. 287 OF SURVEYS, PAGE 250. DATED: MAY 01, 2012 SPECIAL EXCEPTIONS FROM TITLE REPORT 9. EASEMENT AND THERM AND CONDITIONS THEREOF: GRANTEE: CITY OF RENTON, A MUNICIPAL CORPORATION REGARDING: SANITARY SEWER UTILITY AREA AFFECTED: A PORTION OF SAID PREMISES RECORDED: NOVEMBER 7, 2013 RECORDING NO: 20131107000150 GENERAL NOTES 1. THE SOLE PURPOSE OF THIS SURVEY IS TO SUBDIVIDE LOT 8, BLOCK 2 OF STEWART'S HIGHLAND ACRES TRACT'S, INTO THREE NEW LOTS. 2. THIS SURVEY WAS BASED ON A RTK VRS SURVEY (USING TRIMBLE 5700 UNITS) IN COMBINATION WITH A CONVENTIONAL SURVEY (USING LEICA VIBA TS15 TOTAL STATIONS). THIS NETWORK MEETS OR EXCEEDS THE ACCURACY STANDARDS SET BY WAC 332-130-090. 3, ALL MONUMENTS WERE OCCUPIED OR OBSERVED DURING THE MONTH OF APRIL, 2012. 4. THE PRIMARY INSTRUMENTS WERE CALIBRATED IN OCTOBER 2011 AT THE KING COUNTY BASELINE. SURVEYOR'S CERTIFICATE THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF THE SURVEY RECORDING ACT AT THE REQUEST OF PHAM THOUNG, IN JUNE OF 2012. LAND SURVEYOR: TYLER J. SWEET, PLS. STATE OF WASHINGTON CERTIFICATE NO.: 29293 DATE: EXHIBIT OF LOT 8, BLOCK2 (PARCEL NO. 801110-0110) STEWART'S HACRES TRACT'S for PRAM THOUNG SEE SCALE BAR I DATE: JUNE 2012 APSSM JOB NO.: 1089005 1 AutoCAD DWG NAME: 1089005E-6-6-2012 MAR -- 9 2015 CITY OF RENTON PLANNING DIVISION 29293 LW t - � rf, i SURVEY & MAPPING 13221 S.E. 26TH STREET, SUITE A BELLEVUE, WASHINGTON 98005 TEL. (425) 746-3200 FAX: (425) 746-3342 w z I— w 0 ry i n i z 0 E U n C 0 0 co 0 0 C) c a 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF RENTON PLAN REVIEWER. 2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE 1996 STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION PREPARED BY WSDOT AND THE AMERICAN PUBLIC WORKS ASSOCIATION (APWA), AS AMENDED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. 3. THE SURFACE WATER DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS, WHICH ARE ON FILE IN THE PUBLIC WORKS DEPARTMENT. ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE CITY OF RENTON PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY SECTION. 4. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 5. DATUM SHALL BE NAVD 88 UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS. 6. ALL SEDIMENTATION/EROSION FACILITIES MUST BE IN OPERATION PRIOR TO CLEARING AND BUILDING CONSTRUCTION, AND THEY MUST BE SATISFACTORILY MAINTAINED UNTIL CONSTRUCTION IS COMPLETED AND THE POTENTIAL FOR ON-SITE EROSION HAS PASSED. 7. ALL RETENTION/DETENTION FACILITIES MUST BE INSTALLED AND IN OPERATION PRIOR TO OR IN CONJUNCTION WITH ALL CONSTRUCTION ACTIVITY UNLESS OTHERWISE APPROVED BY THE PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY SECTION. 8. GRASS SEED MAY BE APPLIED BY HYDROSEEDING. THE GRASS SEED MIXTURE, OTHER THAN CITY OF RENTON APPROVED STANDARD MIXES, SHALL BE SUBMITTED BY A LANDSCAPE ARCHITECT AND APPROVED BY THE PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY SECTION. 9. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH SECTION 7-02.3(1) OF THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL, TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. ALL PIPE BEDDING SHALL BE APWA CLASS "C", WITH THE EXCEPTION OF PVC PIPE. ALL TRENCH BACKFILL SHALL BE COMPACTED TO MINIMUM 95% FOR PAVEMENT AND STRUCTURAL FILL AND 90% OTHERWISE PER ASTM D-1557-70. PEA GRAVEL BEDDING SHALL BE 6 INCHES OVER AND UNDER PVC PIPE. 10. GALVANIZED STEEL PIPE AND ALUMINIZED STEEL PIPE FOR ALL DRAINAGE FACILITIES SHALL HAVE ASPHALT TREATMENT #1 OR BETTER INSIDE AND OUTSIDE. 11. STRUCTURES SHALL NOT BE PERMITTED WITHIN 10 FEET OF THE SPRING LINE OF ANY STORM DRAINAGE PIPE, OR 15 FEET FROM THE TOP OF ANY CHANNEL BANK. 12. ALL CATCH BASIN GRATES SHALL BE DEPRESSED 0.10 FEET BELOW PAVEMENT LEVEL. 13. OPEN CUT ROAD CROSSINGS THROUGH EXISTING PUBLIC RIGHT OF WAY WILL NOT BE ALLOWED UNLESS SPECIFICALLY APPROVED BY CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS ADMINISTRATOR. 14. ROCK FOR EROSION PROTECTION OF ROADSIDE DITCHES, WHERE REQUIRED, SHALL BE OF SOUND QUARRY ROCK PLACED TO A DEPTH OF ONE (1) FOOT AND MUST MEET THE FOLLOWING SPECIFICATIONS: 4 - 8 INCH ROCK / 40 - 70% PASSING; 2 - 4 INCH ROCK / 30 - 40% PASSING; AND LESS THAN 2 INCH ROCK / 10 - 20% PASSING. 15. ALL BUILDING DOWNSPOUTS AND FOOTING DRAINS SHALL BE CONNECTED TO THE STORM DRAINAGE SYSTEM, UNLESS APPROVED BY THE CITY PLAN REVIEWER OR SURFACE WATER UTILITY SECTION. AN ACCURATELY DIMENSIONED, CERTIFIED AS -BUILT DRAWING OF THIS DRAINAGE SYSTEM WILL BE SUBMITTED TO THE CITY UPON COMPLETION. 16. ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMITS BY THE CITY OF RENTON DOES NOT RELIEVE THE OWNER OF THE CONTINUING LEGAL OBLIGATION AND/OR LIABILITY CONNECTED WITH STORM SURFACE WATER DISPOSITION. FURTHER, THE CITY OF RENTON DOES NOT ACCEPT ANY OBLIGATION FOR THE PROPER FUNCTIONING AND MAINTENANCE OF THE SYSTEM PROVIDED DURING CONSTRUCTION. OWNER: CIVIL ENGINEER: SURVEYOR: THUONG PHAM PBG, LLC APS SURVEY & MAPPING 6554 120TH AVE NE 5130 S. 166TH LANES 13221 SE 26TH STREET, SUITE A BELLEVUE, WA 98006 SEATAC, WA 98188 BELLEVUE, WA 98005 (425) 829-7317 (206) 229-6422 (425) 746-3200 CONTACT: HAN PHAN, P.E. CONTACT: TYLER SWEET, P.L.S. aBlGjLLC-' NO. REVISION 17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARD, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK COVERED BY THE CONTRACT. ANY WORK WITHIN THE TRAVELED RIGHT OF WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE A TRAFFIC CONTROL PLAN APPROVE BY THE PUBLIC WORKS DEPARTMENT, TRANSPORTATION SYSTEMS DIVISION. ALL SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 1-07-23 TRAFFIC CONTROL SHALL APPLY. 18. SPECIAL DRAINAGE MEASURES WILL BE REQUIRED IF THE PROJECT LOCATION IS WITHIN THE AQUIFER PROTECTION AREA (APA). 19. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF RENTON, PUBLIC WORKS DESIGN ENGINEER. 20. ALL LIMITS OF CLEARING AND AREAS OF VEGETATION PRESERVATION AS PRESCRIBED ON THE PLAN(S) SHALL BE CLEARLY FLAGGED IN THE FIELD AND OBSERVED DURING CONSTRUCTION. 21. ALL REQUIRED SEDIMENTATION/EROSION CONTROL FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AND/OR CONSTRUCTION TO ENSURE THAT SEDIMENT LADEN WATER DOES NOT ENTER THE NATURAL DRAINAGE SYSTEM. ALL EROSION AND SEDIMENT FACILITIES SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AND/OR CONSTRUCTION IS COMPLETE AND POTENTIAL FOR ON-SITE EROSION HAS PASSED. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADDITIONS TO EROSION/SEDIMENTATION CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMITEE. 22. THE EROSION AND SEDIMENTATION CONTROL SYSTEMS DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE PERMITEE SHALL ANTICIPATE THAT MORE EROSION AND SEDIMENTATION CONTROL FACILITIES WILL BE NECESSARY TO ENSURE COMPLETE SILTATION CONTROL ON THE PROPOSED SITE. DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE PERMITEE TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY THE ACTIVITIES AND TO PROVIDE ADDITIONAL FACILITIES, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED, TO PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM. 23. APPROVAL OF THIS PLAN IS FOR EROSION/SEDIMENTATION CONTROL ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES, RESTRICTORS, CHANNELS, OR RETENTION FACILITIES. 24. DURING THE TIME PERIOD OF OCTOBER 1ST THROUGH APRIL 30TH, ALL PROJECT DISTRIBUTED SOIL AREAS GREATER THAN 5,000 SQUARE FEET, THAT ARE TO BE LEFT UN -WORKED FOR MORE THAN 12 HOURS, SHALL BE COVERED BY MULCH, SODDING OR PLASTIC COVERING. 25. IN ANY AREA WHICH HAS BEEN STRIPPED OF VEGETATION AND WHERE NO FURTHER WORK IS ANTICIPATED FOR A PERIOD 30 DAYS OR MORE, ALL DISTURBED AREAS MUST BE IMMEDIATELY STABILIZED WITH MULCHING, GRASS PLANTING OR OTHER APPROVED EROSION CONTROL TREATMENT APPLICABLE TO THE TIME OF YEAR. GRASS SEEDING ALONE WILL BE ACCEPTABLE ONLY DURING THE MONTHS OF APRIL THROUGH SEPTEMBER, INCLUSIVE. SEEDING MAY PROCEED, HOWEVER, WHENEVER IT IS IN THE INTEREST OF THE PERMITEE, BUT MUST BE AUGMENTED WITH MULCHING, NETTING OR OTHER TREATMENT APPROVED BY THE CITY OF RENTON, OUTSIDE THE SPECIFIED TIME PERIOD. 26. FOR ALL EROSION/SEDIMENTATION CONTROL PONDS WHERE THE DEAD STORAGE DEPTH EXCEEDS 6 INCHES, A FENCE IS REQUIRED WITH A MINIMUM HEIGHT OF THREE (3) FEET, 3:1 SIDE SLOPES. 27. A TEMPORARY GRAVEL CONSTRUCTION ENTRANCE, 24 FEET X 50 FEET X 8 INCHES OF 4 TO 6 INCH QUARRY SPALLS SHALL BE LOCATED AT ALL POINTS OF VEHICULAR INGRESS AND EGRESS TO THE CONSTRUCTION SITE. LOT 8, BLOCK 2, STEWART'S HIGHLAND ACRE TRACTS, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 43 OF PLATS, PAGE 17, RECORDS OF KING COUNTY, WASHINGTON. SUBJECT TO EASEMENTS, COVENANTS, CONDITIONS AND RESTRICTIONS SHOWN ON EXHIBIT "A" AS THERETO ATTACHED AND BY THIS REFERENCE MADE A PART HEREOF. DESIGNED: H. H. PHAN DRAWN: H. H. PHAN CHECKED: APPROVED: INDEXDRAWING REFERENCE SHEET NO. DRAWING TITLE CV COVER SHEET AND NOTES EU TESL PLAN AND DETAILS PG1 ROADWAY / DRAINAGE PLAN, PROFILE AND SECTION UT1 WATER / SEWER PLAN AND PROFILE DT1 SITE DETAILS SCALE: VERTICAL: NAVD 1988 HORIZONTAL: NAD 198311991 NONE DATUM ONEINCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY . CITY OF RENTON Planning/Building/Public Works Dept. VICINITY MAP NTS PROPERTY LINE – ADJACENT PROPERTY LINE — — ROW CENTERLINE ROW LINE SD PROPOSED STORM DRAINAGE LINE 1f � SS PROPOSED WATER LINE PROPOSED SEWER LINE PROPOSED INFILTRATION TRENCH ASPHALT PAVEMENT CEMENT CONCRETE PAVEMENT RECEIVE MAR — 9 2015 CITY OF RENTOR! PLANNING DIVISION CENTRAL ISLAND SHOOT PLAT DATE: 3-10-2015 3413 NE 7TH STREET FIELDBOOK: RENTON, WA 98056 PAGE: COVER SHEET AND NOTES 'CVS Lu . Z W :W \ z NE T T 9H S R q G £4 -1 C? dyyf f t PROJECT NE 8TH ST u, o , z SITE W: a W NE 7TH$T 0 w Q wz .Z NE 7TH RL_ Q w . 0co 0 <` NE 6TH' PIL I _ w NE,6TH ST CV COVER SHEET AND NOTES EU TESL PLAN AND DETAILS PG1 ROADWAY / DRAINAGE PLAN, PROFILE AND SECTION UT1 WATER / SEWER PLAN AND PROFILE DT1 SITE DETAILS SCALE: VERTICAL: NAVD 1988 HORIZONTAL: NAD 198311991 NONE DATUM ONEINCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY . CITY OF RENTON Planning/Building/Public Works Dept. VICINITY MAP NTS PROPERTY LINE – ADJACENT PROPERTY LINE — — ROW CENTERLINE ROW LINE SD PROPOSED STORM DRAINAGE LINE 1f � SS PROPOSED WATER LINE PROPOSED SEWER LINE PROPOSED INFILTRATION TRENCH ASPHALT PAVEMENT CEMENT CONCRETE PAVEMENT RECEIVE MAR — 9 2015 CITY OF RENTOR! PLANNING DIVISION CENTRAL ISLAND SHOOT PLAT DATE: 3-10-2015 3413 NE 7TH STREET FIELDBOOK: RENTON, WA 98056 PAGE: COVER SHEET AND NOTES 'CVS W Z U W O ry TYPE 1 WITHSOLID LID - - rTYPE ' "".ATCH BASF- - RIM- 385.55' `0' 12" :PP TO EAST /= 382.64' IE XK DIP SOUTHEAST = 387.10' 1E 12 :-VC TO WEST' = 382.54' iE , BCTTON 286.84;7 I✓>! - BC' '.,U ,3 3' `JV W W :�---- W -._ W SSW1, -.. ' l - F{iM=33.7` A ,V W C� NE 1 '1, VTR ET „ 7 { 'y ' ' --STC !,, MANAOLE Q 8" PVC ,BEST _ 377.70' ; ' PIVC SOUTH = 377.79' `� RI`vi 589.5f, M -� _ _ _ __ -- _ SID S __�-_ -� S� 5,� SD - ; SD SD �-->= � c D 3 '.,P M NORTH'P>•ESr -.586.10' I: 12 TO WEST = 3,93.7' IF, INSTALL CONSTRUCTION ENTRANCE BO!io)M = 382.05' PER DETAIL ONUS SHEET=.r -- {5�-- S - S S--- S S - S S ;3'9 SStv1H- s RIM -°385.83' � � ' Le `� ' L� 8" PVC WE -. T 377,17 J _> 8" PVC EAST 377.27' f Z ' n I I EE{Wi i Y < c� _ I I 0 I S88°49'x7"E 95.95 `>J .E 71.94'- DISTRIBUT;ON POLE- J_, _ C ' 12" DIA. vJOOD 4'd/ , 7 l_ --y - c .� I I l� L. r , �> % I z r U.G. CCr1DJIT� � � ` , Q 3--1/2" DIA, PVC I J , m nmmfrrm m I imn7m.:ff/ff�, �•, NI , ,;frrfrmr,�rm�'� ' i rffffrffmfmn � 1 r I I S L.L � CI.E~ NCL LOT 1 ! 78 0. FF) ! (.D EL="8i, 7 ( . . I Y088 S Q Cti HOUSE ! rn (WI w o EX. HOUSE Cal ® 4 TO REMAIN cul)) F z I U) ` 6' W.00G FENCF- zINSTALL INLET PROTECTION (TYP) PER DETAIL THISSH_ EET W 55.74' N89055'02"E 49.93' 5.82' TRACT "A" (4,919 SQ. Ff) 1441 ',I '/j\\11440 76.03'0 D O z o r N, 100• `-'C�''�, .. ! U) r � / I/ - - - LOT 2 �l ---------------- (7,743 SQ, FT) r STOCKPILE INSTALL PLASTIC COIF RING 1}; PER DETAi ON THIS%SHEET X �ko / t � q1 V) I FUTILITY o ;k AS EMEN T , (y, 'n'D c.JV Q J N E S89050'06"W T 0 � , t � 1 , LJ I Cf) I , `;OT 3 = z (8,920 SQ. FF) C Oa g INSTALL SILT FENCE' °o� PER DETAIL ON THIS SHEET 0 I I I o�no j 9, 0 0-0-4-9-0-0- 0-1111-0-'0-0 i / FOUND 112" REBAR & cQ CAP (TCA LS,#9634/10.356)� c ----------------95.96' N88°51'08"W c I 0 EX. TREE TO BE REMOVED (TYP) 447 1448 1 486 __OuHD 5/8" REBAR & CAP (APS LS #29293) 0.71' EAST FROM FET CE LINE. I -EROSION AND SEDIMENT CONTROL NOTES: 1. APPROVAL OF THIS EROSION AND SEDIMENT CONTROL (ESC) PLAN DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN (E.G., SIZE AND LOCATION OF ROADS, PIPES, 0 __-- RESTRICTORS, CHANNELS, RETENTION FACILITIES, UTILITIES, ETC.). a 2. THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF THE APPLICANT/ESC SUPERVISOR UNTIL ALL CONSTRUCTION IS APPROVED. 3. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY FLAGGED BY SURVEY TAPE OR FENCING, IF REQUIRED, PRIOR TO CONSTRUCTION (SWDM APPENDIX D). DURING THE IY CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. THE NIQ CLEARING LIMITS SHALL BE MAINTAINED BY THE APPLICANT/ESC SUPERVISOR FOR THE DURATION OF CONSTRUCTION. m 4. STABILIZED 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 WASHH PADS, MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN AND TRACKING OUT TO ROAD RIGHT-OF-WAY DOES NOT OCCUR FOR THE DURATION OF THE PROJECT. 5. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED PRIOR TO OR IN CONJUNCTIONN WITH ALL CLEARING AND GRADING SO AS TO ENSURE THAT THE TRANSPORT OF SEDIMENT TO SURFACE WATERS, DRAINAGE SYSTEMS, AND ADJACENT PROPERTIES IS MINIMIZED. 6. THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE ESC FACILITIES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND MODIFIED TO ACCOUNT FOR CHANGING SITE CONDITIONS (E.G., ADDITIONAL COVER MEASURES, ADDITIONAL SUMP PUMPS, RELOCATION OF DITCHE` AND SILT FENCES, PERIMETER PROTECTION, ETC.). 7. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE APPLICANT/ESC SUPERVISOR AND MAINTAINED TO ENSURE CONTINUED PROPER FUNCTIONING. WRITTEN RECORDS SHALL BE KEPT OF WEEKLY REVIEWS OF THE ESC FACILITIES. 8. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WET SEASON OR SEVEN DAYS DURING THE DRY SEASON SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC COVER METHODS (E.G., SEEDING, MULCHING, PLASTIC COVERING, ETC.). 9. ANY AREA NEEDING ESC MEASURES NOT REQUIRING IMMEDIATE ATTENTION SHALL BE ADDRESSED WITHIN SEVEN (7) DAYS. 10. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN TWENTY-FOUR (24) HOURS FOLLOWING A STORM EVENT. 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 FLUSH SEDIMENT LADEN WATER INTO THE DOWNSTREAM SYSTEM. 12. ANY PERMANENT RETENTION/DETENTION FACILITY USED ASA TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY EROSION CONTROL MEASURES AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE PERMANENT 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 PERMANE=NT FACILITY. F 13. COVER MEASURES WILL BE APPLIED IN CONFORMANCE WITH APPENDIX D O THE SURFACE WATER DESIGN MANUAL. 14. PRIOR TO THE BEGINNING OF THE WET SEASON (OCT. 1), ALL DISTURBED AREAS SHALL BE REVIEWED TO IDENTIFY WHICH ONES CAN BE SEEDED IN PREPARATION FOR THE WINTER RAINS. DISTURBED I F AREAS SHALL BE SEEDED WITHIN ONE WEEK OF BEGINNING THE WETEASON. A SKETCH MAP S THE G U OF THOSE AREAS TO BE SEEDED AND THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE CITY OF BURIEN INSPECTOR FOR REVIEW. 1. PRE -CONSTRUCTION MEETING. 2. POST SIGN WITH NAME AND PHONE NUMBER OF ESC SUPERVISOR (MAY BE CONSOLIDATED WITH THE REQUIRED NOTICE OF CONSTRUCTION SIGN). 3. FLAG OR FENCE CLEARING LIMITS. 4. INSTALL CATCH BASIN PROTECTION IF REQUIRED. 5. GRADE AND INSTALL CONSTRUCTION ENTRANCE(S). 6. INSTALL PERIMETER PROTECTION (SILT FENCE, BRUSH BARRIER, ETC.). III 111= T ' 1- I •a 1>fi-iil 1;1 1 111 TOEIN SHEETII.G IN 111 it { I II I t� ,• � tff NLiX. 4IN1h9tJ VA4' iP>:#ICH 1�1,111�1i1� \ V 'OVIOE ENERGY DISSIPATION I I^I � I LI I....I S I "t✓ AT TCE'WREN NEEDED NOTES I. O CONDITION FUSE SE i.l. PLASTIC COVERING MAY BE USED ED UN DISTURBED A REAS THAT REQUIRED COVER MEASURES FOR LESS THAN 30 DAYS.. 1,2,PLAS'r IS PARTICULARLY USEFUL FOR PROTECTING CUT AND FILL SLOPES AND STOCKPILES 1.3 CLEAR PLASTIC PTING MAY BE USED OVER rWLY- HEED D AREAS TO CREAT A GREENHOUSE EFFECT AND ENG OUftAGE GRASS GROWTH. CLEAR LASC SHOULD NOT BE USED FOR THIS PURPOSE DURING THE SUMMER MONTHS 74. THIS METHOD SHALL NOT 8E USED UPSLOPE OF AREAS THAT MIGHT BE ADVERSELY IMPACTED BY RUNOFF. SUCH AREAb INCLUDE SEEP AND UNSTABLE SLOPES 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. PLASTIC SHEETING SHOULD HAVE A MINIMUM THICKNESS OF 0.03 MILUMETERS. 2.2. IF EROSION AT THE TOE OF A SLOPE IS LIKELY, A GRAVEL BERM, RIPRAP, OR OTHER SUITABLE PROTECTION SHALL DE INSTALLED AT THE TOE OF THE SLOPE IN ORDER TO REDUCE THE VELOCITY OF RUNOFF. 3. Ti1AINTENANCESTANOARDS 3.1. TORN SHEETS MOST BE REPLACED AP40 OPEN SEAMS REPAIRED. 3.2. IF THE PLASTIC BEGINS TO DETERIORATE DIE TO ULrRAViOLET RADIATION, IT MOST BE COMPLETELY REMOVED AND REPLACED. 3.3. WHEN THE PLASTIC IS NO LONGER NEEDED, IT SHA_ L BE COMPLETELY REE MOVES. VES. t� PUBL c WORKS PLASTIC COVERING PLAN - 213.30 i DEPARTMENT u-YfATtCii 200II j ,N•TU, _,� _ i 7. CONSTRUCT SEDIMENT PONDS AND TRAPS. 8. GRADE AND STABILIZE CONSTRUCTION ROADS. 9. CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTOR DIKES, PIPE SLOPE DRAINS, ETC.) SIMULTANEOUSLY WITH CLEARING AND GRADING FOR PROJECT DEVELOPMENT. 10. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH KING COUNTY STANDARDS AND MANUFACTURER'S RECOMMENDATIONS. 11. RELOCATE EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO THAT AS SITE CONDITIONS CHANGE THE EROSION AND SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE WITH THE KING COUNTY EROSION AND SEDIMENT CONTROL STANDARDS. 12. COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN DAYS DURING THE DRY SEASON OR TWO DAYS DURING THE WET SEASON WITH STRAW, WOOD FIBER MULCH, COMPOST, PLASTIC SHEETING OR EQUIVALENT. 13. STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN SEVEN DAYS. 14. SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS. 15. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE STABILIZED AND BMPS REMOVED IF APPROPRIATE. SURVEYED: SCALE: REVISION DESIGNED: H. H. PHAN DRAWN: H. H. PHAN CHECKED APPROVED: ONE INCH -� AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM CITY OF MENTON Planning/Building/Public Works Dept. STANDARD51RERGIHy--^ GRAVE FILTERFAUNC `�. „J CATCH BASIN L CONDITION OF USE I.I. &iALL BE PROVIDED FOR ALL STCR,M DRAIN INLETS DO'NNSLOPE AND WITH" 500 FEET OF A DISTURBED OR CONSTRUCTION AREA, UNLESS F . , H A TCHBASIN WILL BE CONVEYED TOA SEDIMENT POND OR TRAP. THE RUNOFF THAT ENTERS THE 1.2. MAY BE USED AFIYWHERE A'r'rHE APPLECANI"S DI5GRETlON'r0 PROTECT DRAINAGE SY5'TEM. 1.3. THE CONTRIBUTING DRAINAGE AREA MOST NOT BE LARGER THAN 1 hCR'c- 2. DESIGN AND INSTALLATION SPECIFICATIONS _ 2.1.. FILTER FABRIC IS ONLY ALLOWED WERE PONDING WILL Nor BE A TRAFFIC CONCERN AND WHERE SLOPE EROSION WILL NOT RESULT IF THE CURB IS OVERTOPPED BY PONDER WATER 2.2. THE PLACEMENT OF A FILTER FABRIC UNDER GRATES IS GENERALLY PROHIBITED AND THE USE OF FILTER FABRIC OVER GRATES IS STRICTLY LIMITED AND DISCOURAGED. 3. MAINTENANCE STANDARDS 3.1• ANY ACCUMULATED SEDIMENT ON OR AROUND tLEY PROTECTION SHALL BE REMOVED IMMEDIATELY, S EDIM NT SHALL 140T BE REMOVE WITH WATER AND ALL 5E03MENT MUST BE DISPOSED OF AS FILL ON SITE OR HAULED OFF $ITE. M. PLAN - 21s.20 DEPARTMENT �iORKf'S FILTER FABRIC PROTECTION .kO{riT$1,4 F#TER FABRIC $BALL BE SF„ICEi} AT POSTS. USE STAPLES, WIRE RINGS, OR FM i1VALFNT TO ATTACH FABRIC 10 POSTS.. Ll a rx r_ POST SPACING MAY E INCREASED DRIVEWAYS SHALL BE PAVED TO THE EVCE OF R O•"iJ p3iK;R TO iNS1ALLANCN (iF 7HE OPO t O CONSTRUCTION ENTfANCE TO AVCU DAMAGINGF THE ROADWAY IT ISSRECOMIAE`tDEO THAT THE R # 27 MIN _ EN19AVICE BE CRO".." DO THAT _NOFF GRAINS OFF ME PAO INSTALL DMVEWAY CULVERT IF THERE IS A RQAaWCE DITCH PRESENT, AS r PER CITY ROAD STANDARDS z2'AitN. THICKNESS -- --�._-- PROVIDE FULL N1.arR OF "11 NOTES VJOriES3.ECRc3S AREA 1. CONDITION OF USE 1.1. CONSTRUCTION ENTRANCE SHALL 8E STABILIZED WHEREVER TRAFFIC WILL BE LEAVING A CONSTRUCTION 847E AND TRAVELING ON Y. HIN1000fEETUF'rVt SIT. PAVED ROADS OR OTHER PAVED AREAS WIT E E GRAB Tf14SILE STR€BNGTH IASTM 0,175 1) ZLYk PS¢A11N. GRAB TENSILE FLO NCAPON (A5 M D4632) I sn Md% ASPAI>V£@-EOAi 400PSIMIN. IlUAR, AT37RENGFH ALEN Zi}45 (U -S, $TANOA"O SIEVE SIZE) 2, DESIGN AND INSTALLATION SPECIFICATIONS 2.1- HOG FUEL ( GOD BASED UL CH)hAY BE SUBSTITUTED FOR OR COMBINED I D. KITH QUARRY SPALLS 1N ARES THAT WILL BOT JSeD J FOR PERMANENT ROADS. HOG FUEL IS PHUT RECOMMENDED FOR ENTRANCE STABILIZATION IN URBAN AREAS. THE INSPECTOR MAY A7 ANY TIME REQUIRE THE USE OFQUARRY SPALLS IF THE HOG IS NOT PREVENTING SEDIMENT FROM BEING TRACKED ONTO PAVEMENT OR IF THE HOG FUEL IS BEING CARRIED ONTO PAVEMENT. 2.2. FENCING SHALL BE INSTALLED AS NECESSARY TO RESTRICT TRAFFIC TO THE CONSTRUCTION ENTRANCE, 2.3. WHENEVER POSSIBLE, THE ENTRANCE SHALL BE CONSTRUCTED ON A FIRM, COMPACTED SUBGRADE. THIS CAN SUBSTANTIALLY INCREASE THE EFFECTIVENESS OF 'THE PAD AND REDUCE THE NEED FOR MAINTENANCE. 3. MAINTENANCE STANDARDS 3.1- QUARRY SPALLS SHALL BE ADDED IF THE PAD IS NO LONGER IN ACCORDANCE WITH THE SPECIFICATIONS. 3.2. IF THE ENTRANCE IS NOT PREVENTING SEDIMENT BEING TRACKED UNTO PAVEMENT, THEN ALTERNATIVE MEASURES TO KEEP THE STREETS FREE OF SEUIMFNT SHALL BE USED, THIS MAY INCLUDE STREET SWEEPING, AN INCREASE IN THE DIMENSIONS OF THE ENTRANCE., OR THE INSTALLATION OF THE WHEEL "ABASH. IF WASHING IS USED, IT SHALL BE DONE ON AN AREA COVERED WITH CRUSHED ROCK, AND WASHED WATER SHALL DRAIN TO A SEDIMENT TRAP OR POND, 3.3. ANY SEDIMENT THAT IS TRACKED ONTO PAVEMENT SHALL BE REMOVED IMMEDIATELY BY SWEEPING. THE SEDIMENT COLLECTED BY SWEEPING SHALL BE REMOVED OR STABILIZED ON SITE, THE PAVEMENT SHALL NOT BE CLEANED BY WASHING DOWN THE STREET, EXCEPT WHEN SWEEPING IS INEFFECTIVE AND THERE ISA THREAT TO PUBLIC SAFETY. IF IT NECESSARY TO WASH THE STREETS, A SMALL SUMP MUST BE CONDUCTED. THE SEDIMENT WOULD THEN BE WASHED INTO THE SUMP WHERE IT CAN BE CONTROLLED AND DISCHARGED APPROPRIATELY. 3.4. ANY QUARRY SPALLS THAT ARE LOOSENED FROM THE PAD AND END UP ON THE ROADWAY SHALL BE REMOVED IMMEDIATELY - 3.5. IF VEHICLES ARE ENTERING OR EXITING THE SITES AT POINTS OTHER THAN THE CONSTRUCTION ENTRANCE(S), FENCING SHALL BE INSTALLED TO CONTROL TRAFFIC, .PLAN -MAO +�is 1 P%TCi[a1C WORKS `►j DEPARTMENT STABILIZED CONSTRUCTION ENTRANCE 4= MARC1i 2006 III 111= T ' 1- I •a 1>fi-iil 1;1 1 111 TOEIN SHEETII.G IN 111 it { I II I t� ,• � tff NLiX. 4IN1h9tJ VA4' iP>:#ICH 1�1,111�1i1� \ V 'OVIOE ENERGY DISSIPATION I I^I � I LI I....I S I "t✓ AT TCE'WREN NEEDED NOTES I. O CONDITION FUSE SE i.l. PLASTIC COVERING MAY BE USED ED UN DISTURBED A REAS THAT REQUIRED COVER MEASURES FOR LESS THAN 30 DAYS.. 1,2,PLAS'r IS PARTICULARLY USEFUL FOR PROTECTING CUT AND FILL SLOPES AND STOCKPILES 1.3 CLEAR PLASTIC PTING MAY BE USED OVER rWLY- HEED D AREAS TO CREAT A GREENHOUSE EFFECT AND ENG OUftAGE GRASS GROWTH. CLEAR LASC SHOULD NOT BE USED FOR THIS PURPOSE DURING THE SUMMER MONTHS 74. THIS METHOD SHALL NOT 8E USED UPSLOPE OF AREAS THAT MIGHT BE ADVERSELY IMPACTED BY RUNOFF. SUCH AREAb INCLUDE SEEP AND UNSTABLE SLOPES 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. PLASTIC SHEETING SHOULD HAVE A MINIMUM THICKNESS OF 0.03 MILUMETERS. 2.2. IF EROSION AT THE TOE OF A SLOPE IS LIKELY, A GRAVEL BERM, RIPRAP, OR OTHER SUITABLE PROTECTION SHALL DE INSTALLED AT THE TOE OF THE SLOPE IN ORDER TO REDUCE THE VELOCITY OF RUNOFF. 3. Ti1AINTENANCESTANOARDS 3.1. TORN SHEETS MOST BE REPLACED AP40 OPEN SEAMS REPAIRED. 3.2. IF THE PLASTIC BEGINS TO DETERIORATE DIE TO ULrRAViOLET RADIATION, IT MOST BE COMPLETELY REMOVED AND REPLACED. 3.3. WHEN THE PLASTIC IS NO LONGER NEEDED, IT SHA_ L BE COMPLETELY REE MOVES. VES. t� PUBL c WORKS PLASTIC COVERING PLAN - 213.30 i DEPARTMENT u-YfATtCii 200II j ,N•TU, _,� _ i 7. CONSTRUCT SEDIMENT PONDS AND TRAPS. 8. GRADE AND STABILIZE CONSTRUCTION ROADS. 9. CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTOR DIKES, PIPE SLOPE DRAINS, ETC.) SIMULTANEOUSLY WITH CLEARING AND GRADING FOR PROJECT DEVELOPMENT. 10. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH KING COUNTY STANDARDS AND MANUFACTURER'S RECOMMENDATIONS. 11. RELOCATE EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO THAT AS SITE CONDITIONS CHANGE THE EROSION AND SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE WITH THE KING COUNTY EROSION AND SEDIMENT CONTROL STANDARDS. 12. COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN DAYS DURING THE DRY SEASON OR TWO DAYS DURING THE WET SEASON WITH STRAW, WOOD FIBER MULCH, COMPOST, PLASTIC SHEETING OR EQUIVALENT. 13. STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN SEVEN DAYS. 14. SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS. 15. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE STABILIZED AND BMPS REMOVED IF APPROPRIATE. SURVEYED: SCALE: REVISION DESIGNED: H. H. PHAN DRAWN: H. H. PHAN CHECKED APPROVED: ONE INCH -� AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM CITY OF MENTON Planning/Building/Public Works Dept. STANDARD51RERGIHy--^ GRAVE FILTERFAUNC `�. „J CATCH BASIN L CONDITION OF USE I.I. &iALL BE PROVIDED FOR ALL STCR,M DRAIN INLETS DO'NNSLOPE AND WITH" 500 FEET OF A DISTURBED OR CONSTRUCTION AREA, UNLESS F . , H A TCHBASIN WILL BE CONVEYED TOA SEDIMENT POND OR TRAP. THE RUNOFF THAT ENTERS THE 1.2. MAY BE USED AFIYWHERE A'r'rHE APPLECANI"S DI5GRETlON'r0 PROTECT DRAINAGE SY5'TEM. 1.3. THE CONTRIBUTING DRAINAGE AREA MOST NOT BE LARGER THAN 1 hCR'c- 2. DESIGN AND INSTALLATION SPECIFICATIONS _ 2.1.. FILTER FABRIC IS ONLY ALLOWED WERE PONDING WILL Nor BE A TRAFFIC CONCERN AND WHERE SLOPE EROSION WILL NOT RESULT IF THE CURB IS OVERTOPPED BY PONDER WATER 2.2. THE PLACEMENT OF A FILTER FABRIC UNDER GRATES IS GENERALLY PROHIBITED AND THE USE OF FILTER FABRIC OVER GRATES IS STRICTLY LIMITED AND DISCOURAGED. 3. MAINTENANCE STANDARDS 3.1• ANY ACCUMULATED SEDIMENT ON OR AROUND tLEY PROTECTION SHALL BE REMOVED IMMEDIATELY, S EDIM NT SHALL 140T BE REMOVE WITH WATER AND ALL 5E03MENT MUST BE DISPOSED OF AS FILL ON SITE OR HAULED OFF $ITE. M. PLAN - 21s.20 DEPARTMENT �iORKf'S FILTER FABRIC PROTECTION .kO{riT$1,4 F#TER FABRIC $BALL BE SF„ICEi} AT POSTS. USE STAPLES, WIRE RINGS, OR FM i1VALFNT TO ATTACH FABRIC 10 POSTS.. Ll a rx r_ POST SPACING MAY E INCREASED TO 8" IF WIRE BACNQ IS USED 2'.2' BY I a W.''MRE OR EQUIVALENT, IF STANDATID =,N, STRENGTH FABRIC USED PIL rER FAbRic- M NUrx 4'.c4' TRENCH _r••,., L_ BACKFILL TRERCR M11H NATIVE SOIL 2..v WOOD POSTS. STEEL FEKS POSTS, REAR, OR ECUMLENT NOTES 1. CONDITION OF USE OF ALL DISTURBED AREAS. i.#. SILT FENCE MAY BE USED DOWNSLOPE , 1,2. SILT FENCE IS NOT INTENDED TO TREAT CONCENTRATED FLOWS, NOR 15 INTENDED TO TREAT SUBSTANTIAL AMOUNTS OF OVERLAND FLOW. ANY CONCENTRATED FLOW MOST BE CONVEYED THROUGH THE DRAINAGE SYSTEM TO A SEDIMENT TRAP OR POND. 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1, THE GEOTEXTILE USED MOST MET THE STANDARD LISTED BELLOW, A COPY OF THE MANUFACTURER'S FABRIC SPECIFICATIONS MOST BE AVAILABLE ON SITE. ki ISA TEV Sf IAOSIASINIV;0511 i SS11€t15E VES! 83I}Q1'.i,hi FOR T}FAdRIC^ I�»gym»-,.,...,...,....,....-..._. E ZE( I P % i ISYAI##VEs3A IT6Y41Y IASitA C'V3IY 'arU "a£C"�S:rJGUtAUFA �" I rGPatB TNN$kS£4iREriLlit {A54"d W04MI'®5.'L3N kI{T?g,CiRA STR h€PI PAZIIL'C L$5. Saha #Ott iYA7iGARY35IREhG}iTFAHRIC iCPl.&3[S+SI�IE itONGsiI#4"N SRST'R 6.fi..iY fiKVaL% ---- ,ULTItAYiGL0.1E REiiSrANC€IA5iM D435i1 `ti?£MA:i. 2.2. STANDARD STRENGTH FABRIC REQUIRES WIRE BACKINU TO INCREASE THE STRENGTH OF THE FENCE. WERE BACKING OR CLOSER POST SPACING MAY BE REQUIRED FOR EXTRA STRENGTH FABRIC IF FIELD PERFORMANCE WARRANTS A STRONGER FEtNCE. 2.3, WHERE THE FENCE IS INSTALLED, THE SLOPE SHALL NOT BE STEEPER THAN 2H:1V 2.4. IF A TYPICAL SILT FENCE IS USED, THE STANDARD 4X4 TRENCH MAY NOT BE REDUCED AS LONG AS THE BOTTOM 8 INCHES OF THE SILT FENCE IS WELL BURIED AND SECURE IN A'TRENCH THAT STABILIZES THE FENCE AND DOES NOT ALLOW WATER TO BYPASS OR UNDERMINE THE SILT FENCE. 3, MAINTENANCE STANDARDS 3.1. ANY DAMAGE SHALL BE REPAIR IMMEDIATELY- 3 MMEDIATELY. 3.2, IF CONCENTRATED FLOES ARE EVIDENT UPHILL OD THE FEPNCE, THEY MUST BE INTERCEPTED AND CONVEYED TO A SEDIMENT TRAP OR POND. 33. IT IS IMPORTANT '(0 CHECK THE UPHILL SIDE OFHE rFCE FOR SIGNS OF THE FENCE CLOGGING AND ACTING AS A BARRIER TO FLOW AND THEN CAUSING CHANNELIZANON OF FLOWS PARALLEL TO'THE FENCE, IF THIS OCCURS, REPLACE THE FENCE OR REMOVED THE TRAP SEDIMENT. 3.4. SEDIMENT MOST BE REMOVED WHErN SEDIMENT IS 61NCHES HIGH. 3.5. IF THE FILTER FABRIC (GEO'rEXHLE) HAS DETERIORATED DUE TO ULTRAVIOLET BREAKDOWN. IT SHALL. BE REPLACED, Uti"' O STD PLAN 214.00 ®may PUBLIC WORKS SILT FENCE ' ` DEPARTMENT MARCH 2006 MpR092015 P�NNiNG p1VISION CENTRAL ISLAND SHORT PLAT 3413 NE 7TH STREET RENTON, WA 98056 HORIZONTAL GRAPHIC SCALE 20 10 0 10 20 1 inch = 20 ft. 3-10-2014 FIELDBOOK: PAGE: DRAWING NO: EC1 SHEET: OF: 2 5 - - ---­------------------ TYPE ---T''PE 1 WITH SOLID LID ?YPE 11CAT711 BASii-j RIM=385.55'RIMG389.10' 12" CPP TO EAST,`= 382.64' IF I'8" DIP TO SOUTHEAST = 387.10' 1E 12" PVC TO WEST` = 382.54' IE SSMH, �BOTTOM = 286.84,' --o- OW -- - B(OTOP� = ,3Sfi23' W - W - W W ---- W r -- - fr�_� - T O co NNE 7TH ' STREET8" PVC rVEST = 3T7.70' �` (''') / �RIM�R389 (�j01 E r N� r 8" PVC SOUTH = 377.79' T S - LE,/ -- Sly - SD -- SD -- i SD - Ski --66f, SD - SL 8' DIP T� NORTHWEST = 386. rC' E / 12" CPP TO WEST = .383.7' lE T. SAWCUT LINE7/ 16 ' _ o B07,TaM 382.05' 15 �� . 0 10 9 T`10 M RIM=385.83' S �' I ° Ly Dp > D 1 RIM .387 8 >" 49 PC = �0120�8j !; PVC WEST .;77.17 0 , .>' D ,D. ' - I PC PVC EAST 377.27' 71.94' W �-- DISTRIBUTION POLE o R=200 '! - 12" DIA. WOOD W1 z U.G. CONDUITS 1 11 48 ` 1 143 1 -� 3-1/2" DIA. PVCIti+40. c0 ®.. r�arnirr/r�nrrn r�irrr/Jrrr/rnrrnr�rmrmrnr ! LL] 0 �.n�r , # t , / }. t. ,.... i..'...: 1441 LOT 1 R=1 Q � � r.,... l Z IID EL= 8-M a 1 7 088 S . FT W G (, Q ) t j 1440 W HOUSECe z Q l 000,0 r. 1 S . r `"'�:'": / j 1447 ` 6' f Fes% _%f--�f--r'r-----i1- 1:'.::. t Z 1448 U-1 GRASSCRETE (609 SF) @ 0.00%`'` 0 SEE PAVER SECTION 6- w. ON THIS SHEET .� PT = 11+23.55 55.74' �� ! N89055'02"E 49.93'&( °mac 1486 \ �SSq 'FT) w 1 F. , 6.03' ,per o I - - - LOT 2 } 3 -------------------- (7,743 SQ. FT) S,,UTILITY EASI�MENT fw} Ch ,:.'.. ' 2 ❑ .ti' ' k r F 7493, !..:.; z S89°50'06"W b I � o I I 5 , o I LOT 3 z I I (8,9 1. SQ. FT) E I I o a O` � v 0 i �> / `9' (--FOUND 5/8" REBAR & F1 1 l � � , CAP (APS L5 #29293) FOUND 1/2" REBAR & �� r' .-- �. tx � 0.71' EAST FROM c ' CAP TCA L5 `9634 10356 �3 /' t � / ) �� � �' � FENCE LINE. -95.96' -------------------- N88051'08"W ----T------- c JOB NO. ROW CENTERLINE NE 7TH STREET 13.0' I 10.0' VERTICAL SAWCUT - 30.0' PLANTER STRIP 2.0' 6" 'D 5.0' 3.5' SIDEWALK 1.0' 1.5% ROW * 4:1 OR PLATER 4" HMA 2" CRUSHED SURFACING TOP COURSE (CSTC) 6" CRUSHED ROCK 4" CEMENT CONCRETE SIDEWALK CEMENT CONCRETE TRAFFIC PER COR STD. PLAN 102 CURB &GUTTER 4" SANDY PLANTING SOIL PER COR STD. PLAN 101 _ NE 7TH ST. - TYPICAL CTI® SCALE: NONE TRACT "A" z_ VARIES 20.0' TO 24.01' J PVT. ACCESS ROAD W o a 10.0' I 10.0' z J W Ll. ry 0- 2" C HOT MIX ASPHA 2" COMPACTED DEPTH --J CRUSHED SURFACING TOP COURSE SUBGRADE SHALL BE COMPACTED TO 95% MAX. DENSITY 4" COMPACTED DEPTH CRUSHED SURFACING BASE COURSE PVT. ACCESS ROAD - i'YPI ALSECTIO SCALE: NONE 5.1 00 r - c6 00 K) 9+80 10+00 10+20 10+40 1 U+bU I ul ou I I -ruu 1 r TLu r r •tv 1 1 UV - ACCERS - PRU"FILE ouu m 1 1/2" SAND y TURFSTONE -' 6" CRUSHED ROCK (MUTUAL MATERIALS) (3%"X23VX15%4") PAVER SECTION SCALE: NONE CONSTRUCTION NOT S• 0') rn 0 '� O O N L17 � r M Ch co d' c�D 0o 12 CONSTRUCT 5' WIDE ASPHALT RAMP (1:12 SLOPE MAX.) WITH TRUNCATED DOOM. N pi tI? � O f� (� r OC% 6 r tC) � t9 0 � � co CO co 00 00 00 � 00 00 00 � 00 00 00m 00 CO 0000 00co co �� �00 CO��m M� �CO � (TO BE REVIEWED AND CONSTRUCTED AT BUILDING PERMIT APPLICATION. INSTALL 5 LF 6" SOLID ADS N12 @ 0.00%. O CONSTRUCT 18' WIDE DRIVEWAY ENTRANCE PER DETAIL ON SHEET DT1. l:% CONSTRUCT 20' WIDE DRIVEWAY ENTRANCE PER DETAIL ON SHEET DT1. -001.. 8' WIDE PLANTER STRIP WITH SOD OR BARK. PLANT NORWEGIAN SUNSET MAPLE, (AGER TRUNCATUM X A. PLATANOIDES - "KEITHSFORM") (2" CALIPER). . n A A nn A A nn A 7Lnn 10.1. 0 n 17-�dfl 19 9+80 10+00 10+20 10+40 1 U+bU I ul ou I I -ruu 1 r TLu r r •tv 1 1 UV - ACCERS - PRU"FILE ouu m 1 1/2" SAND y TURFSTONE -' 6" CRUSHED ROCK (MUTUAL MATERIALS) (3%"X23VX15%4") PAVER SECTION SCALE: NONE CONSTRUCTION NOT S• INSTALL CB #1 -TYPE 1 W/VANED GRATE & OIL/WATER SEPARATOR PER DETAIL 2 ON SHEET DT1. 10 INSTALL MAILBOX PER COR STD. PLAN,HO27, H028 & H029. STA 11+32, CENTERLINE 11 CONSTRUCT 4" THICK CEMENT CONCRETE SIDEWALK PER COR STD. PLAN 102. O RIM=3$4.77, IE(N)=382.00 INSTALL CB #2 -TYPE 1 WNANED GRATE & OIL/WATER SEPARATOR PER DETAIL 2 ON SHEET DT1. 12 CONSTRUCT 5' WIDE ASPHALT RAMP (1:12 SLOPE MAX.) WITH TRUNCATED DOOM. STA 12+31, CENTERLINE 13 CONSTRUCT ASPHALT WEDGE AND MATCH EXISTING. RIM=382.64, IE(N)=380.00 14 SAWCUT & PATCHING ASPHALT PAVEMENT PER COR STD. PLAN H032.1. U3 CONSTRUCT PVT. ACCESS INFILTRATION TRENCH (6'W x 52'L x 2'D). SEE PROFILE THIS SHEET & DETAIL 3 ON SHEET DT1. 15 UTILITY TRENCH (POWER & COMMUNICATIONS). CONTRACTOR TO COORDINATE WITH UTILITY PROVIDERS FOR CONDUIT TYPE &SIZE. ® PROPOSED (5'W x 63'L x 2'D) ROOF INFILTRATION TRENCH PER DETAIL 1 ON SHEET DT1. 16 CONSTRUCT CEMENT CONCRETE TRAFFIC CURB PER COR STD. PLAN 101. TO BE REVIEWED AND CONSTRUCTED AT BUILDING PERMIT APPLICATION. PROPOSED (5'W x 60'L x 2'D) ROOF INFILTRATION TRENCH PER DETAIL 1 ON SHEET DT1. (TO BE REVIEWED AND CONSTRUCTED AT BUILDING PERMIT APPLICATION. INSTALL 5 LF 6" SOLID ADS N12 @ 0.00%. O CONSTRUCT 18' WIDE DRIVEWAY ENTRANCE PER DETAIL ON SHEET DT1. l:% CONSTRUCT 20' WIDE DRIVEWAY ENTRANCE PER DETAIL ON SHEET DT1. 8' WIDE PLANTER STRIP WITH SOD OR BARK. PLANT NORWEGIAN SUNSET MAPLE, (AGER TRUNCATUM X A. PLATANOIDES - "KEITHSFORM") (2" CALIPER). SCALE: H p , VERTICAL: NAVD 1988 E , , �F WASy j� DESIGNED: 1 r� = 20r HORIZONTAL: NAD 1983/1991 ,� _ CITY OF N PO-.� - L Cjac� H. H. PHAN ®® �..- 02 DRAWN: mu RENTON Land Planning ® Civil Engineering H. H. PHAN DATUM Ln /pI S CHECKED: �--ONE INCH 5130 SO�th 166th Lane AT FULL SC � Planning/Building/Public Works Dept. N � �' 4281��/ �� SCALEACIF NOT ONE INCH CORDINGLY SeaTac, WA 98188 �o� �G]STER ��� o APPROVED: T (206) 229-6422 �SSIONaL L N0. REVISION BY DATE APPR a VERTICAL GRAPHIC SCALE 10 5 0 5 10 1 inch = 10 ft. HORIZONTAL GRAPHIC SCALE 20 10 0 10 20 1 inch = 20 ft. CALL .8 HOURS BEFOREO 1-800-424-5555 CENTRAL ISLAND SHORT PLAT 3413 NE 7TH STREET RECEIVED RENTON, WA 98056 MAR 0 9 2015 CiTv OF RENTON ROADWAY / DRAINAGr=""NNING DIVI$JN PLAN, PROFILE AND SECTIONS _ DATE: 2-10-2015 FIELDBOOK: PAGE: 3 5 w Q Z H 0 w 3 w 0- -128 LF 8" DI CL 52 _ ITA NOT AN SPECIFICATIONS: - - 7. CAST IRON AND DUCTILE IRON FITTINGS SHALL BE CEMENT LINED, PRESSURE RATED AS NOTED ON PLANS, AND IN ACCORDANCE WITH ANSI/AWWA y 1 'WiTH SOLID LID - - -- �Y6' l �' -BASF' ` ��- 385.55' C110/A21.10-87. CEMENT LINING SHALL BE IN ACCORDANCE WITH ANSI/AWWA C104/421/4-90. IF FITTINGS ARE 3 TO 12 INCHES IN DIAMI_ SER AND HAVE % R'�1 3,'10' 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATION OF THE CITY OF RENTON UTILITY DEPARTMENT 2" .;PP TO EAST- 382.64' IE MECHANICAL JOINTS THE FITTINGS SHALL IN ACCORDANCE WITH EITHER ANSI/AWWA C110 -A21.10-87 OR ANSI/AWWA C153/A21.53-94. THREE (3) INCH TO 12 ' FFj �" DIP t0 SOUTHEAST = 3137.10' 'E ' - 'VC TO WEST'- 382.54' IE J l MIV .- 286.8 , AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPEC[ FICA TIONS. ---_ _o �"�}�n--_23, W .._- ,N _.__-- �,✓ _�N �_'_ �f ,' s�H __ ri �, EC � INCH DIAMETER FITTINGS, WHICH HAVE MECHANICAL JOINTS AND/OR FLANGED JOINTS, SHALL BE IN ACCORDANCE WITH ANSI/AWWA G1 10/A21.10.87 OR A Ig. ---'=33.7- -- >ti' - LLQ` --- n1 , COMBINATION OF ANSI/AWWA C1 10/A21.10.87 AND ANSI/AWWA C153/A21.53-94 SUCH THAT THE PORTION OF THE FITTING WITH A MECHANICAL JOINT(S) MAY BE CY)o p° , . NE T " PVC 'WEST = 377.70' � � T� •�a +7AN�1cLE 2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH STANDARD SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION PREPARED WITH ANSI/AWWA C153/A21.53-94 AND THAT PORTION OF THE FITTING WITH FLANGED JOINTS) SHALL BE IN ACCORDANCE WITH AWWA C110/A21.10-87. � --- - SD `i� r r �" PVC SOUTH = 377 79' I Rim 389.�f' BY WASHINGTON STATE CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION, LATEST EDITION (APWA) AND CITY OF RENTON STANDARD ACCEPTANCE TESTING IN ACCORDANCE WITH SECTION 53.53 OF ANSI/AWWA SECTION 10-4.3 OF ANSI/AWWA C110/A21.10-87 SHALL BE OBTAINED BY THE SID --- ✓D -- SID _______ SC ___- SD I, [ __ � � IIP Tb No�TFWIEST = 3 0.70' IE SPECIFICATIONS. CONTRACTOR AND TRANSMITTED TO THE OWNER. 1%� I 12" c;Pp TO WEST = 383.7' IE o I 2 80I fbm = 382.05' -' - - - _ 3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE 8. GATE VALES SHALL BE IRON BODY, BRONZED -MOUNTED, DOUBLE DISC WITH BRONZE WEDGING DEVICE AND O-RING STUFFING BOX (AWWA C500) OR OF - , -rs J �' S 3�� S _ '3 `3�90 ( I - - AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. RESILIENT SEATED TYPE (AWWA C509). VALVES SHALL BE DESIGNED FOR A MINIMUM WATER OPERATING PRESSURE OF 200 PSI. GATE VALVES SHALL BE S - S - S - ,� ,, CLOW LIST 14, MUELLER COMPANY NO. A2380 OR M & H. 4. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS C:) O cr - \ }_---- \�-� 1 - AND OTHERS ON THE CONSTRUCTION SITE. 9. FIRE HYDRANTS SHALL BE COREY TYPE (OPENING WITH THE PRESSURE) OR COMPRESSION TYPE (OPENING AGAINST PRESSURE) CONFORMING TO AWWA M 'aPiH > y e wil n C-502-85 WITH A 6 INCH MECHANICAL JOINT INLET AND A MAIN VALVE OPENING M.V.O. OF 5-1/4 INCH, TWO 2-1/2 INCH HOSE NOZZLES WITH NATIONAL 385.83' 7,_ � L`� 52 14 LF $ DI C:L 52 5. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY ( ) 8 PVC"> 3,7.17' QSTANDARD THREADS 7-1/2 THREADS PER INCH AND ONE 4 INCH PUMPER NOZZLE WITH THE NEW SEATTLE PATTERN 6 THREADS PER INCH, 60 DEGREES V. 8" PVC EA J 377.27' EX. 8. ER Q CONSTRUCTION. THREADS: OUTSIDE DIAMETER OF MALE THREAD 4.875 AND ROOT DIAMETER 4.6263. HYDRANTS SHALL HAVE A 1-1/4 INCH PENTAGON OPERATING NUT C kAikR. `� <t S88°49'07"E 95.95' OPENED BY TURNING COUNTER CLOCKWISE (LEFT). - _ 6. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. 71.94 EX. IE=378.67 24.01 C , 10. THE TWO 2-1/2 INCH HOSE NOZZLES SHALL BE FITTED WITH CAST IRON THREADED CAPS WITH OPERATING NUT OF THE SAME DESIGN AND PROPORTIONS AS �ISTRIBUTIOP! POLE- � , ��/ ,, �( 12" DIA. WOOD W/FEILD VERIFY j G ` - 7. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. THE HYDRANT STEM NUT. CAPS SHALL BE FITTED WITH SUITABLE NEOPRENE GASKETS FOR POSITIVE WATER TIGHTNESS UNDER TEST PRESSURES. J J.G. CONDUITS ! I �' 1434 ^ 3-11/2" DIA. PVC ADJUST RIM TO FINISI-f GRADE �y 8. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT DRAWING OF THE SANITARY SEWER SYSTEM, WHICH HAS BEEN LL , _ _ 11. THE 4 INCH PUMPER NOZZLE SHALL BE FITTED WITH A STORZ ADAPTER, 4 INCH SEATTLE THREAD X 5 INCH STORZ. STORZ ADAPTER SHALL BE FORGED �T��rr�rrrnrrrr�rrrrrrrrrrrrrnra�r�rrr�r,`-= - STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. AND/OR EXTRUDED 6061-T6 ALUMINUM ALLOY, HARDCOAT ANODIZED. THREADED END PORTION SHALL HAVE NO LUGS AND TWO SET SCREWS 180 DEGREES �mrnrnri�rrrr,�rnrrrr�% y < '� ti �/ 1441 APART. STORZ FACE TO BE METAL, NO GASKET TO WEATHER. STORZ CAP TO HAVE SYNTHETIC MOLDED RUBBER GASKET, AND SHALL BE ATTACHED TO _ 9. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH HYDRANT ADAPTER WITH 1/8 INCH, COATED, STAINLESS STEEL, AIRCRAFT CABLE. OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR ONE ® �, � LOT 1 SS CLEF NJL --f � 7 � _--- - M LID EL= -8 n PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE 12. FIRE HYDRANTS SHALL BE PAINTED WITH TWO COATS OF PAINT. PRESERVATIVE PAINT NUMBER 43-655 SAFETY YELLOW OR APPROVED EQUAL. -- (� (7,088 SQ. FT) V: \144.0 SAME AS DESCRIBED. HOUSE o°1i . o y 13. PUMPER CONNECTION TO FACE ROADWAY ASSEMBLY. ® rn N 1 11 _ _ . 10. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND o EX. HOUSE MECHANICALLY COMPACTED. CUTS INTO THE EXISTING ASPHALT SHALL BE NEATLINE CUT WITH SAW IN A CONTINUOUS LINE. A TEMPORARY z o TO REMAIN 14. FIRE HYDRANTS SHALL BE INSTALLED PER CITY OF RENTON STANDARD DETAIL FOR FIRE HYDRANTS, LATEST REVISION. Q cn MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BACKFILL AND COMPACTION. A PERMANENT HOT MIX PATCH SHALL BE PLACED WITHIN 10 I DAYS AND SHALL BE PER CITY OF RENTON CURRENT STANDARDS. J I � I 15. ALL WATERMAINS 10 INCHES AND SMALLER TO MAINTAIN A MINIMUM COVER OF 36 INCHES BELOW FINISH GRADE. ALL WATERMAIN 12 INCHES AND LARGER (n SHALL BE AT A MINIMUM OF 48 INCHES BELOW FINISH GRADE. WHERE UTILITY CONFLICTS OCCUR, WATERMAINS ARE TO BE LOWERED TO CLEAR. ® 180 LF 8 PV/ , SEWER I I I 11. DATUM SHALL BE CITY OF RENTON, 1988 NAVD. `�� , 16. ALL WATERMAINS 6 INCHES AND LARGER IN DIAMETER SHALL BE CLEANED WITH PIPE CLEANING "PIGS" PRIOR TO DISINFECTION. THE "POLY PIGS" SHALL BE --J ' 0.50% _ 3�5 @ I 12. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF THE DEPARTMENT FOR THE GIRARD INDUSTRIES AQUA SWAB -AS OR APPROVED EQUAL, 2 LB/CU. FT. DENSITY FOAM WITH 90A DUROMETER URETHANE RUBBER COATING ON THE REAR '44� PREVENTION OF ON-SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. (- s' ,N OF "PIG" ONLY. z 13. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH SECTION 7 OF THE CURRENT 17. "PIGS" SHALL BE CYLINDER SHAPED WITH BULLET NOSE OR SQUARE END. THE CONTRACTOR WILL PERFORM THE CLEANING OPERATION. - STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF W I , �I, 14j 8 THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING 18. ALL WATERMAINS AND SERVICES SHALL BE PRESSURE TESTED TO A MINIMUM OF 200 PSI OR 150 PSI OVER OPERATING PRESSURE, IN ACCORDANCE WITH MATERIAL, TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. THE WASHINGTON STATE HEALTH DEPARTMENT. ALL PRESSURE TESTING SHALL BE DONE IN THE 5.0 PIPE BEDDING SHALL BE PEA GRAVEL 6 INCHES ABOVE AND BELOW THE PIPE. THE SPECIFICATIONS OF THE CITY OF RENTON AND 0 PRESENCE OF A REPRESENTATIVE OF THE CITY OF RENTON. THE QUANTITY OF WATER LOST FROM THE MAIN SHALL NOT EXCEED THE NUMBER OF 0 o f I 14. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS 50. GALLONS PER HOUR AS LISTED IN CITY OF RENTON STANDARD PLANS & SPECIFICATIONS 7-11.3(11). THE LOSS IN PRESSURE SHALL NOT EXCEED 5 PSI 55.74' DURING THE 2 HOUR TEST PERIOD. N89055'02"E 49.93' 5.82' ~t � 15. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 12 INCHES ABOVE FINISHED GRADE. IN PAVED AREA, COVER 19. ALL WATERMAINS AND SERVICES SHALL BE DISINFECTED BY THE INJECTION OF A 50 PPM (MINIMUM CONCENTRATION) CHLORINE/WATER SOLUTION. DRY g TRACT "All / :k` 148E MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. CALCIUM HYPOCHLORITE SHALL NOT BE PLACED IN THE PIPE AS LAID CHLORINE SHALL BE METERED/INJECTED IN ACCORDANCE WITH SECTION 7-11.3(12)E S N (4,919 SQ. FT) 1010, I 6.03' NEW RESIDENTIAL METER 0 - - o- -' 5.0' -� H -------------- � LOT 2 ,-' NEW RESIDENTIAL METER I � , O i o� SOT 3 Y i z (8,920 SQ. FT) E '11 0 0 L / � 19, FOUND 1/2" REBAR & ,d 41 0 CAP (TCA LS#9634/10356) a- -------------- 25.96' J �. c N88°51'08"W 0 PaF H A D_CLcWA c i AW 4A Land Planning • Civil Engineering _ o N 5130 South 166th Lane /f� - �; SeaTac, WA 98188 Ado c 28 ERS° 0 1� T (206) 229-6422 sSIONAL�� 0 204 LF 4" DI CL 52 i --FOUND 5/8" REBAR & CAP (APS LS #29293) 0.7" EAST FROM FENCE LINE. OR 7-11.3(12)F OF THE STANDARD SPECIFICATIONS REFERENCED ABOVE. WATER UTILI NOT S ANDS ECIEI TI 20. APRE-CONSTRUCTION CONFERENCE IS REQUIRED PRIOR TO ANY CONSTRUCTION. A MINIMUM OF FIVE (5) WORKING DAYS NOTICE IS REQUIRED FOR 1. THESE NOTES SHALL APPEAR FOR PROJECTS FOR THE WATER UTILITY. SCHEDULING. 2. ALL WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON 21. TWENTY-FOUR (24) HOURS NOTICE WILL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS, AS 22. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION. 23. INSTALLATION OF CORPORATE STOPS, WATER SERVICES, LINES AND METERS SHALL NOT BE DONE UNTIL ALL SERVICE AGREEMENTS, METER APPLICATIONS, CONSTRUCTION PERMITS, AND PAYMENT OF FEES HAVE BEEN MADE TO THE CITY OF RENTON. 3. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE LIMITED TO 8:30 AM TO 3:30 PM ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE PUBLIC WORKS DEPARTMENT AT (425) 430-7301. THE POLICE DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE NOTIFIED 24 24. ALL CONNECTION TO EXISTING MAINS IS TO BE ACCOMPLISHED BY THE CITY OF RENTON, EXCEPT WET TAPS, WHICH MAY BE MADE BY APPROVED WET TAP HOURS IN ADVANCE OF ANY WORK IN THE RIGHT OF WAY. CONTRACTORS WITH PRIOR APPROVAL FROM THE PUBLIC WORKS DEPARTMENT. ALL NECESSARY EXCAVATION AND MATERIALS ARE TO BE SUPPLIED BY THE CONTRACTOR AND BE ON-SITE PRIOR TO CITY NOTIFICATIONS. 4. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. FOR UTILITY LOCATES CALL 48-HOUR LOCATORS 800-424-5555. 25. INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY DEVELOPMENT SERVICES TWENTY FOUR (24) HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. THE CONTRACTOR, AS WELL AS THE ENGINEERS, 5. AN APPROVED TRAFFIC CONTROL PLAN IS REQUIRED TO BE SUBMITTED AT THE PRE -CONSTRUCTION MEETING. SHALL KEEP AS -BUILT DRAWINGS. 6. ALL WATERMAIN PIPE IS TO BE CEMENT LINED DUCTILE IRON PIPE CONFORMING TO AWWA 0110 AND C111 OR LATEST REVISION, THICKNESS 26. CONTRACTOR TO PROVIDE PLUGS AND TEMPORARY BLOW -OFF ASSEMBLIES FOR TESTING AND PURITY ACCEPTANCE PRIOR TO FINAL TIE-IN. CLASS 52. CEMENT MORTAR LINING AND SEAL COATING SHALL CONFORM TO AWWA C104 OR LATEST REVISION. PIPE JOINTS TO BE PUSH -ON OR MECHANICAL JOINT. BEDDING TO BE CLASS C. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE POLYETHYLENE WRAPPED PER ANSI/AWWA 27, ALL JOINT RESTRAINT SYSTEMS (SHACKLE RODS, NUTS, BOLTS, ETC.) SHALL BE AS MANUFACTURED BY THE STAR MANUFACTURING COMPANY OF COLUMBUS C105/A21.5-93 STANDARDS. OHIO, OR EQUAL, APPROVED IN WRITING BY THE PUBLIC WORKS DEPARTMENT. HORIZONTAL GRAPHIC SCALE VERTICAL GRAPHIC SCALE 20 10 0 10 20 10 5 0 5 10 28. ASPHALT AND CONCRETE STREET PAVING SHALL BE SAWCUT TO A MINIMUM DEPTH OF TWO (2) INCHES. OIL MAT STREETS MAY BE SPADE CUT. ALL SURFACE CONCRETE, PAVEMENT, SIDEWALKS, CURB, GUTTERS, AND DRIVEWAY APPROACHES SHALL BE SAWCUT TO A MINIMUM DEPTH OF TWO (2) INCHES 1 inch = 20 ft. 1 inch = 10 ft. OR REMOVED TO AN EXISTING EXPANSION JOINT. 404 _ _ _ _ W _. 29. A TEMPORARY COLD MIX ASPHALT PATCH SHALL BE PLACED ON THE DAY OF INITIAL EXCAVATION WITH A PERMANENT, SEALED PATCH TO BE PLACED, TO 400 - EX: SSMH - - - - -- - CITY OF RENTON POLICY, WITHIN 10 DAYS. CALL FOR SUBGRADE INSPECTION PRIOR TO PLACEMENT OF FINAL PATCH. STA 10+06.87, (1.7' RT) - - _..I O 30. FOR CITY PROJECTS SUCH AS TELEMETRY CONDUIT, THE PVC PIPE USED SHALL BE ALL CHEMICAL PROCESS LINES SHALL BE SCHEDULE 80 PVC PIPE. 396 (}I -- EX RIM -=3$8.73 _ _ -. - U - - SCHEDULE 40 IN UNIMPROVED AREAS AND SCHEDULE 80 PVC PIPE UNDER IMPROVED ARE EX. IE(N)=377.79 z O w FINISH GRADE EX. GROUND 392 -0r _z 8" CLEAN OUT 392 CALL 48 HOURS `r? STA `I2+32, (5.0' RT) BEFORE YOU ®TG `' =379.5.62 388 FITTING DATA 388 IE=379.57 �.-80®-424-5555 WATER 384 I _ -- T - - .15 /0 _ _ _ _ _ 384 O STA 9+83, 3.6' LT O STA 10+29, 8.6' LT 380 co _ 14 LF 8" DI. CL 52 __ _� 380 CONNECT TO EX. 8" DI 1-8"x6" TEE (MJxFL) X __ ___. 1--- _ _ 0 1-8"x8" WET TAPPING (MJxFL) 1-6" GATE VALVE (FLxMJ) 376 LU>C r -.. _.__ m + cry 376 1-8" GATE VALVE (FLxMJ) 1-8"x4" REDUCER (FLxMJ) _ _ _EX._.8._. SEWER __ w 180 LF -"8" PVC @ 0.50% - m 1 -CONCRETE THRUST BLOCK 1-4" GATE VALVE (FLxMJ) 372 5 LF 8" DI CL 52 204 LF 4" DI CL 52 Biu 5 LF 6" PVC 372 1 -FIRE HYD. ASSY (MJ) - O STA 10+11.26 4.3' LT 5 LF 6" D.I. 28 LF 8" DI CL 52 SIDE SEWER_STUB ' 368 - __. _ _. 368 1-8"x8"x45° WYE BEND (MJ) 1 -CONCRETE THRUST BLOCK EX. GROUND FINISH GRADE @ 2.00% _ 1 -CONCRETE THRUST BLOCK 364 __ _ _ _.__ _ _ _ _ ____ __ ___ _ _ __- 364 O5 STA 12+33 5.0' LT PROVIDE 1.0' CLEARANCE 1 ' LT " (7,743 SQ. FT) cm N t-- o m �i C) co C14 7 LF 6" SIDE SEWER STUB@ 2.0% h o t r r- r� 00 rn L C) r CO Cn T- � T' O rt 0 0 N LO � 1` n CO r CID rt ^1 /5' UTfLITY .W 00 pj CO co I`- CSS cr> EASEMENT ON l � 1,ao ro � r6 C'7 n "CLEAN OUT I ` CO 00 00 00 - I E=379.57 f� 00 00 00 o o Op ao Op oo L J �M nco nM nM nC'7 roM ��co _j E roM -------- _ 01 z S89050'06"W O - - Sgt cb 5 LF 6"451DE'SEWER STUB @ g.0% 5 NEW RESIDENTIAL METER I � , O i o� SOT 3 Y i z (8,920 SQ. FT) E '11 0 0 L / � 19, FOUND 1/2" REBAR & ,d 41 0 CAP (TCA LS#9634/10356) a- -------------- 25.96' J �. c N88°51'08"W 0 PaF H A D_CLcWA c i AW 4A Land Planning • Civil Engineering _ o N 5130 South 166th Lane /f� - �; SeaTac, WA 98188 Ado c 28 ERS° 0 1� T (206) 229-6422 sSIONAL�� 0 204 LF 4" DI CL 52 i --FOUND 5/8" REBAR & CAP (APS LS #29293) 0.7" EAST FROM FENCE LINE. OR 7-11.3(12)F OF THE STANDARD SPECIFICATIONS REFERENCED ABOVE. WATER UTILI NOT S ANDS ECIEI TI 20. APRE-CONSTRUCTION CONFERENCE IS REQUIRED PRIOR TO ANY CONSTRUCTION. A MINIMUM OF FIVE (5) WORKING DAYS NOTICE IS REQUIRED FOR 1. THESE NOTES SHALL APPEAR FOR PROJECTS FOR THE WATER UTILITY. SCHEDULING. 2. ALL WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON 21. TWENTY-FOUR (24) HOURS NOTICE WILL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS, AS 22. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION. 23. INSTALLATION OF CORPORATE STOPS, WATER SERVICES, LINES AND METERS SHALL NOT BE DONE UNTIL ALL SERVICE AGREEMENTS, METER APPLICATIONS, CONSTRUCTION PERMITS, AND PAYMENT OF FEES HAVE BEEN MADE TO THE CITY OF RENTON. 3. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE LIMITED TO 8:30 AM TO 3:30 PM ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE PUBLIC WORKS DEPARTMENT AT (425) 430-7301. THE POLICE DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE NOTIFIED 24 24. ALL CONNECTION TO EXISTING MAINS IS TO BE ACCOMPLISHED BY THE CITY OF RENTON, EXCEPT WET TAPS, WHICH MAY BE MADE BY APPROVED WET TAP HOURS IN ADVANCE OF ANY WORK IN THE RIGHT OF WAY. CONTRACTORS WITH PRIOR APPROVAL FROM THE PUBLIC WORKS DEPARTMENT. ALL NECESSARY EXCAVATION AND MATERIALS ARE TO BE SUPPLIED BY THE CONTRACTOR AND BE ON-SITE PRIOR TO CITY NOTIFICATIONS. 4. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. FOR UTILITY LOCATES CALL 48-HOUR LOCATORS 800-424-5555. 25. INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY DEVELOPMENT SERVICES TWENTY FOUR (24) HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. THE CONTRACTOR, AS WELL AS THE ENGINEERS, 5. AN APPROVED TRAFFIC CONTROL PLAN IS REQUIRED TO BE SUBMITTED AT THE PRE -CONSTRUCTION MEETING. SHALL KEEP AS -BUILT DRAWINGS. 6. ALL WATERMAIN PIPE IS TO BE CEMENT LINED DUCTILE IRON PIPE CONFORMING TO AWWA 0110 AND C111 OR LATEST REVISION, THICKNESS 26. CONTRACTOR TO PROVIDE PLUGS AND TEMPORARY BLOW -OFF ASSEMBLIES FOR TESTING AND PURITY ACCEPTANCE PRIOR TO FINAL TIE-IN. CLASS 52. CEMENT MORTAR LINING AND SEAL COATING SHALL CONFORM TO AWWA C104 OR LATEST REVISION. PIPE JOINTS TO BE PUSH -ON OR MECHANICAL JOINT. BEDDING TO BE CLASS C. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE POLYETHYLENE WRAPPED PER ANSI/AWWA 27, ALL JOINT RESTRAINT SYSTEMS (SHACKLE RODS, NUTS, BOLTS, ETC.) SHALL BE AS MANUFACTURED BY THE STAR MANUFACTURING COMPANY OF COLUMBUS C105/A21.5-93 STANDARDS. OHIO, OR EQUAL, APPROVED IN WRITING BY THE PUBLIC WORKS DEPARTMENT. HORIZONTAL GRAPHIC SCALE VERTICAL GRAPHIC SCALE 20 10 0 10 20 10 5 0 5 10 28. ASPHALT AND CONCRETE STREET PAVING SHALL BE SAWCUT TO A MINIMUM DEPTH OF TWO (2) INCHES. OIL MAT STREETS MAY BE SPADE CUT. ALL SURFACE CONCRETE, PAVEMENT, SIDEWALKS, CURB, GUTTERS, AND DRIVEWAY APPROACHES SHALL BE SAWCUT TO A MINIMUM DEPTH OF TWO (2) INCHES 1 inch = 20 ft. 1 inch = 10 ft. OR REMOVED TO AN EXISTING EXPANSION JOINT. 404 _ _ _ _ W _. 29. A TEMPORARY COLD MIX ASPHALT PATCH SHALL BE PLACED ON THE DAY OF INITIAL EXCAVATION WITH A PERMANENT, SEALED PATCH TO BE PLACED, TO 400 - EX: SSMH - - - - -- - CITY OF RENTON POLICY, WITHIN 10 DAYS. CALL FOR SUBGRADE INSPECTION PRIOR TO PLACEMENT OF FINAL PATCH. STA 10+06.87, (1.7' RT) - - _..I O 30. FOR CITY PROJECTS SUCH AS TELEMETRY CONDUIT, THE PVC PIPE USED SHALL BE ALL CHEMICAL PROCESS LINES SHALL BE SCHEDULE 80 PVC PIPE. 396 (}I -- EX RIM -=3$8.73 _ _ -. - U - - SCHEDULE 40 IN UNIMPROVED AREAS AND SCHEDULE 80 PVC PIPE UNDER IMPROVED ARE EX. IE(N)=377.79 z O w FINISH GRADE EX. GROUND 392 -0r _z 8" CLEAN OUT 392 CALL 48 HOURS `r? STA `I2+32, (5.0' RT) BEFORE YOU ®TG `' =379.5.62 388 FITTING DATA 388 IE=379.57 �.-80®-424-5555 WATER 384 I _ -- T - - .15 /0 _ _ _ _ _ 384 O STA 9+83, 3.6' LT O STA 10+29, 8.6' LT 380 co _ 14 LF 8" DI. CL 52 __ _� 380 CONNECT TO EX. 8" DI 1-8"x6" TEE (MJxFL) X __ ___. 1--- _ _ 0 1-8"x8" WET TAPPING (MJxFL) 1-6" GATE VALVE (FLxMJ) 376 LU>C r -.. _.__ m + cry 376 1-8" GATE VALVE (FLxMJ) 1-8"x4" REDUCER (FLxMJ) _ _ _EX._.8._. SEWER __ w 180 LF -"8" PVC @ 0.50% - m 1 -CONCRETE THRUST BLOCK 1-4" GATE VALVE (FLxMJ) 372 5 LF 8" DI CL 52 204 LF 4" DI CL 52 Biu 5 LF 6" PVC 372 1 -FIRE HYD. ASSY (MJ) - O STA 10+11.26 4.3' LT 5 LF 6" D.I. 28 LF 8" DI CL 52 SIDE SEWER_STUB ' 368 - __. _ _. 368 1-8"x8"x45° WYE BEND (MJ) 1 -CONCRETE THRUST BLOCK EX. GROUND FINISH GRADE @ 2.00% _ 1 -CONCRETE THRUST BLOCK 364 __ _ _ _.__ _ _ _ _ ____ __ ___ _ _ __- 364 O5 STA 12+33 5.0' LT PROVIDE 1.0' CLEARANCE 1 ' LT " O STA 10+ 5.2 2, 8.5 1-4 CAP & PLUG (MJ) 1-8"x8"x45° WYE BEND (MJ) 14" BLOW -OFF ASSY. 1 -CONCRETE THRUST BLOCK 1 -CONCRETE THRUST BLOCK ---1 9+80 10+00 10+20 10+40 10+60 10+80 11+00 11+20 11+40 11+60 11+80 12+00 12+20 12+40 SURVEYED: SCALE: DATE: VERTICAL: NAVD 1988 CENTRAL ISLAND SHORT PLAT 3-10-2015 DESIGNED: 1If-201 HORIZONTAL: NAD 1983/1991 3413 NE 7TH STREET H. H. PHAN •% �- CITY OF „,r PAGE: BOOK: DRAWN: ML RENTON RENTON, WA 98056 MAR 0 9 2015 DRAWING NO: H. H. PHAN DATUM CHECKED: ONEINCH AT FULL SCALE Planning/Building/Public Works Dept. WATER / SEWER l'v " REN10N IF NOT ONE INCH UT1 APPROVED: SCALE ACCORDINGLY PL�NI`IINGDIVISION SHEET: OF. N0. REVISION BY DATE APPR PLAN AND PROFIL4 5 �`- ro cm N t-- o m �i C) co C14 0 o t r r- r� 00 rn L C) r CO Cn T- � T' O rt 0 0 N LO � 1` n CO r CID rt 00 pj CO co I`- CSS cr> L6 6 l!i d � 1,ao ro � r6 C'7 n C'4 C_i 00 00 00 CO 00 00 00 00 0o CO 00 00 00 00 0o Op ao Op oo qp ao n �M nco nM nM nC'7 roM ��co roM nM M � O STA 10+ 5.2 2, 8.5 1-4 CAP & PLUG (MJ) 1-8"x8"x45° WYE BEND (MJ) 14" BLOW -OFF ASSY. 1 -CONCRETE THRUST BLOCK 1 -CONCRETE THRUST BLOCK ---1 9+80 10+00 10+20 10+40 10+60 10+80 11+00 11+20 11+40 11+60 11+80 12+00 12+20 12+40 SURVEYED: SCALE: DATE: VERTICAL: NAVD 1988 CENTRAL ISLAND SHORT PLAT 3-10-2015 DESIGNED: 1If-201 HORIZONTAL: NAD 1983/1991 3413 NE 7TH STREET H. H. PHAN •% �- CITY OF „,r PAGE: BOOK: DRAWN: ML RENTON RENTON, WA 98056 MAR 0 9 2015 DRAWING NO: H. H. PHAN DATUM CHECKED: ONEINCH AT FULL SCALE Planning/Building/Public Works Dept. WATER / SEWER l'v " REN10N IF NOT ONE INCH UT1 APPROVED: SCALE ACCORDINGLY PL�NI`IINGDIVISION SHEET: OF. N0. REVISION BY DATE APPR PLAN AND PROFIL4 5 J z V CN SEE PLANS IN 6" RIGID PERFORATED PIPE @ 0.0% INFILTRATION TRENCH 5.0' MIN PROPOSED ACCESS ROAD SECTION SEE ROADWAY DRAWING FINISHED GRADE FINE MESH SCREEN —� z r ELEVATION VIEW NTS BACKFILL CN P N r - EXISTING GROUND z 75 WRAP WASHED ROCK ENTIRELY WITH FILTER FABRIC (TYP) 6" RIGID PERFORATED PVC PIPE LAID LEVEL (TYP) III1 loll IIIII 1It'll SCALE: NONE 13pro�G, LLC' Land Planning • Civil Engineering WASHED ROCK 3/4" - 1 1/2" (TYP) SCALE: NONE CL. 4000 CONCRETE DRIVEWAY 5' SIDEWALK 8' PLANTER STRIP 6" MIN. GRAVEL BACKFILL WRAP WASHED ROCK ENTIRELY WITH FILTER FABRIC 6" RIGID PERFORATED PIPE (ADS OR CMP) WASHED ROCK 3/4" - 1 1/2" 3/8" EXPANSION JOINT (TYP) DRIVEWAY ENTRANCE SIDE SLOPE (TYP.) 1/2" R. (TYP) DRIVEWAY OIL COL CATCH BASF %1AKirr% r%MA-rr SCALE: NONE SEE PLAN 0 w CATCH BASIN OR AREA DRAIN WITH SOLID LID LAN VIEW - NTS ROOF DRAIN ROOF DOWN SPOUT WITH WASHED ROCK 3/4" - 1 1/2" OVERFLOW WYE AND SPLASH BLOCK 6" RIGID PERFORATED PIPE @ 0.0%V N EXISTING GROUND �-, -�- f - �- -�- -' --- 6.0' PVT. ♦ r i .1 x 1 - i.% T Tei 1 h ' 4" SOLID PIPE ACCESS r X INFILTRATION TRENCH DETAIL FINE MESH SCREEN —� z r ELEVATION VIEW NTS BACKFILL CN P N r - EXISTING GROUND z 75 WRAP WASHED ROCK ENTIRELY WITH FILTER FABRIC (TYP) 6" RIGID PERFORATED PVC PIPE LAID LEVEL (TYP) III1 loll IIIII 1It'll SCALE: NONE 13pro�G, LLC' Land Planning • Civil Engineering WASHED ROCK 3/4" - 1 1/2" (TYP) SCALE: NONE CL. 4000 CONCRETE DRIVEWAY 5' SIDEWALK 8' PLANTER STRIP 6" MIN. GRAVEL BACKFILL WRAP WASHED ROCK ENTIRELY WITH FILTER FABRIC 6" RIGID PERFORATED PIPE (ADS OR CMP) WASHED ROCK 3/4" - 1 1/2" 3/8" EXPANSION JOINT (TYP) DRIVEWAY ENTRANCE SIDE SLOPE (TYP.) 1/2" R. (TYP) DRIVEWAY OIL COL CATCH BASF %1AKirr% r%MA-rr SCALE: NONE SEE PLAN 0 w SEE NOTE 1 :t DRIVEWAY RAMP 5.0' CEMENT CONCRETE CURB & GUTTER TO INFILTRATION TRENCH COLLECTION NO 1. WHEN THE DRIVEWAY WIDTH EXCEEDS 15 FEET, CONSTRUCT A FULL DEPTH EXPANSION JOINT WITH 3/8" JOINT FILLER ALONG THE DRIVEWAY CENTERLINE. CONSTRUCT EXPANSION JOINTS PARALLEL WITH THE CENTERLINE AS REQUIRED AT 15 FEET MAXIMUM SPACING WHEN DRIVEWAY WIDTHS EXCEED 30 FEET. 1/2" MAX. LIP BETWEEN ROADWAY GUTTER & CURB DEPRESSED CURB & GUTTER CEMENT CONCRETE DRIVE AY ENTRANCE SCALE: NONE JOB NO, SURVEYED: SCALE: DATE: CENTRAL ISLAND SHORT PLAT VERTICAL: NAV DESIGNED: HORIZONTAL: NADD1983/18991 3413 NE 7TH STREET 3-10-2015 H. H. PHAN ',_ CITY OF FIELDBOOK: RENTON, WA 93056 PAGE: DRAWN: �% i�NT®N MAR 0 9 2015 H. H. PHAN DATUM DRAwwGNo: CHECKED: ONE INCH I----� Planning/Building/Public Works Dept. �� �� AT FULL SCALE IF NOT ONE INCH PIAN�ING DTVI°,1001 APPROVED: SCALE ACCORDINGLY SHEET: OF: N0. REVISION BY DATE APPR 5 5