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HomeMy WebLinkAboutzR-3906SetQ0 O M� `' , O I r) W 905 SUNSET BOULEVARD NORTHEAST RENTON, WA PARCEL KING COUNTY TAX PARCEL NUMBER :311990-0051 SITE DATAi EX SITE=12,819 SF, 0.29 AC NDA=SITE AREA - (ESTIMATED ROW DEDICATION + ACCESS ESM NDA=12,819 SF-(627 SF +2,184 SF) NDA=10,008 SF (0.23 AC) DENSITY=10 PER ACRE MIN, 20 PER ACRE MAX DUA = 2 MIN. - 5 MAX. (2.3 TO 4.6 NON -ROUNDED) ZONING = RMF (RESIDENTIAL MULTI -FAMILY) BUILDING COVERAGE MAX, = 70% - 7,006 SF (70% * 10,008 IMPERVIOUS MAX.=75% - 7,506 SF (75% * 10,008 SF) EXISTING IMPERVIOUS SITE COVERAGE = 1,861 SF (0.043 AC) BUILDING COVERAGE = 3,795 SF (0.087 AC) ONSITE PGIS COVERAGE: 1,328 SF (0.030 AC) ONSITE REPLACED PGIS: 449 SF (0.010 AC) OFFSITE REPLACED PGIS: 652 SF (0.015 AC) ONSITE NONPGIS COVERAGE: 603 SF (0.014 AC) OFFSITE NONPGIS COVERAGE: 689 SF (0.015 AC) TOTAL ONSITE IMP. COVERAGE:6,175 SF 0.142 AC TOTAL PROJECT IMP. COVERAGE: 7,516 SF (0.173 AC) TOTAL PGIS: 2,429 SF (0.056 AC) HEIGHT MAX=35' (3 STORIES) EXISTING ARE HYDRA VERTICAL DATUM (ALONG EXISTING AC VERTICAL DATUM: NAVD 88 AND UTILITY EASEM CITY OF RENTON MONUMENT #398 ELEVATION=285.085 AI AIGi HORIZONTAL DATUM ASSUMED THE EAST LINE OF THE NORTHEAST 1/4 OF SECTION 8 TOWNSHIP 23 NORTH, RANGE 5 EAST IS NORTH 00'15'57" EAST AS SHOWN ON CITY OF RENTON LOT LINE ADJUSTMENT RECORDING NUMBER 20070320900004 POOL BROTHERS CONSTRUCTION 720 N. 1OTH STREET SUITE #A105 RENTON, WA 98057 PROJECT I_ 1 CES NW, INC. 310 29TH ST. NE, SUITE 101 PUYALLUP, WA 98372 VOICE: (253)848-4282 FAX: (253)848-4278 SURVEYi BOUNDARY SURVEY IN SEPTEMBER 2014 CONDUCTED BY: CES NW, INC. 310 - 29TH STREET NE SUITE 101 PUYALLUP, WA 98372 253-848-4282 SEPARATE BUILDING PERMIT IS REQUIRED FOR ANY WALL OR PORTION OF WALL THAT IS 4 FEET OR TALLER. SHARED ACCESS NOTEi ADVANCE NOTIFICATION OF ANY WORK ON THE PRIVATE SHARED ACCESS THAT WILL IMPACT THE ACCESS TO THE EXISTING PROPERTY TO THE WEST, 907 ABERDEEN AVE NE, SHOULD BE PROVIDED TO THAT DEVELOPMENT. MEASURES TO ENSURE THE INGRESS/EGRESS OF THE ADJACENT PROPERTIES SHOULD BE PROVIDED DURING CONSTRUCTION ON THE SHARED ACCESS. SHEETINDEX C1 COVER SHEET A PORTION 1 rX 1 1.. !' 51 WILLAMETTE MERIDIAN, COUNTY, !. :L EXISTING FIRE HYDRANT (ALONG WESTSIDE OF ABERDEEN AVE NE) MIN WATER SERVICE `UNE (TYP.) I 10 0 5 10 20 1 inch = 10 feet. 4 o I a II a „ 7 I I i I I EXISTING EAST RIDGE a APARTMENT SIGN I I _.________ I WATER METER -t63 - - S89'4.4'59"E 91.00' ®AND DCVA TYP) INFILTRATION TRENCH 1" IRRIGATION / \ ° �\ ,�,! i a ,v (SEE SHEET C8) I I METER I r o ----------- ----- o =__-- ---- - ---- - - ---------------- ------------------------- ------------ ----- --- a.. --------------------- - -- -------------------- ----------- >: I r r w I Z I_:::::::::I I I:::::::::a 1- w w o :: .... ::::::::':::::::1:: a a i ::::... 1 I :: .::::::::.:FI I I N L :::. 1 N W ::: a W N ►:::':::::::::::::::::::::':::: �� a r LESS I 1 Z N ::.... :::::::::::::::::::Q: n ° ENT i l ::::::::: = , I ::::::::: I I h':::::::::.............'::::::::.::::::.'.:..:::. . \ :: :'1R.5 >I , I:::::: R.3 R.5 I I .:.::.: :::.:.:.. .:. �:':: S89 44 59 E 54.00 i (.... ... _ - - �r..� _- R.5 �::: a i I 1 T : {::: --_-, -------t...: ---------- j----, ....................----------- ------------------------ ------ --- - ------------�.,..r..�-- _-- i ' :::::::\ F F 1 I I \ 1. RD .......... 0 a ' L\� i; op F I 1 X 27 SF OFF I I \ PRIVATE I ono / / PROPOSED CURB F , 0 36 SF OF i - �, / / . \ 1 I 36 SF OF SPACE PRIVATE EXISTING CURB195 SF / III Cg#1 I , o PRIVATE SPACE \ SPACE o I SPACE OF PRIVATE FF PN 1 �I 13.37 \ 1 16.00 (TYP.) 19.00 (IYP.) I I 205.0' 3119900050 : 180 S,F OF PRIVATE 5-Plx Unit ,y, SPACEI / i of 1 b*1 I I o li 1 196.5' I i/ F F CD / > f 1 ) 1/ F F 1 1 18'-3 BED I / 196.5 1 18 -31 BED 18 -3 BED 17 -�� 17 -2 BED s-6 0 204.6' I�� 1 3 STIORY 3 STORY _-3--STORY 3 STORY CR 3 STORY 1 // 110,p� FF \ � \ / a i 3 N 1 \ 1 II I 168 SF OF /� / I© / ! ZI\a , �R , 136ISF OF PRIVATE SPACE , i PRI SF OF / I / ! ° I v 1 PRIVATE SPACE PRIVATE / I / a /�' ILI) \ PACE p S CO#2 201.8' SSCO#6 _RC / ° a l l l ° , R. p �, 0 205.9' a ° i ; l SSCO#1 197.8'\ SSCO#7 / S > 197.8 i 201.9 ° 202.5 4 203.5 203./5 a J / ES 31.48' J N89744'57'W 129.46' iE3 El R- -� ( a / ;\ EXISTING RIGHT OF WAY \ PROPOSED RIGHT OF WAY a � / a a - - ---- = --- ---- - - - - - - - - ----------- -- EXISTING 5 UTILITY EASEMENT PER AFN# 7709060799 \ \ / PN GRAD LA ANALYSIS UTILITY- - \\ / 8137900000 SEGMENT GRADES `AVERAGE LOCATIONS OF SAID UTILITY AS SHOWN ON THESE PLANS ARE BASED ON UNVERIFIED PUBLIC INFORMATION AND A 197.3 + 199.0 / 2 197.15 / ARE SUBJECT TO VARIATION THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATIOB 199.0 + 199.0 2 199.0 r N � DIMENSION, AND DEPTH OF EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE C 199.0 + 200.5 / 2 199.75 UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL D 200.0 + 200.2 / 2 200.1 INCLUDE CALLING 1-800-424-5555 AND THEN POT HOLING ALL OF THE EXISTING UTILITY LOCATIONS OF NEW E 200.6 + 201.3 / 2 200.95 U1ILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. THE CONTRACTOR ACCEPTS FULL F 201.3 + 201.2 / 2 201.25 RESPONSIBILITY FOR ANY AND ALL DAMAGES THAT HAPPEN DUE TO THE CONTRACTORS FAILURE TO LOCATE G 201.2 + 203.5 / 2 202.35 EXACTLY AND PRESERVE ANY AND ALL UTILITIES. IF CONFLICT SHOULD OCCUR, THE CONTRACTOR SHALL H 2O3.0 + 203.0 / 2 203.0 CONSULT CES NW INC., TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. CES NW INC., ASSUMES NO LIABILITY FOR THE LOCATION OF UNDERGROUND UTILITIES. 1 203.6 + 204.3 / 2 203.95 FILL SPECIFICATION PARKING J K 204.3 + 204.1 / 2 203.8 + 204.1 / 2 204.2 203.95 FILL MATERIAL SHALL NOT CONTAIN PETROLEUM PRODUCTS, OR SUBSTANCES WHICH ARE HAZARDOUS, REQUIRED = 1.6 SPOTS PER UNIT x 5 UNITS = 8 SPOTS REQUIRED L 203.8 + 204.8 / 2 204.3 DANGEROUS, TOXIC, OR WHICH OTHERWISE VIOLATE ANY STATE, FEDERAL, OR LOCAL LAW, ORDINANCE, CODE, M 203.5 + 205.9 / 2 204.7 REGULATION, RULE, ORDER, OR STANDARD. ONLY EARTH MATERIAL SHALL BE PLACED IN FILLS. PROVIDED = 1 IN DRIVEWAY, 1 IN GARAGE PER UNIT N 203.0 + 203.0 / 2 203.0 2 PER UNIT x 5 = 10 SPOTS PROVIDED 0 202.5 + 203.5 / 2 203.0 TRENCH NOTE P 202.3 + 202.5 / 2 202.4 IF WORKERS ENTER ANY TRENCH OR OTHER EXCAVATION FOUR OR MORE FEET IN DEPTH THAT DOES NOT MEET Q R 200.6 + 202.3 / 2 200.6 + 200.6 / 2 201.45 200.6 THE OPEN PIT REQUIREMENTS OF WSDOT SEC11ON 2-09.3(3)B, IT SHALL BE SHORED AND CRIBBED. THE S 199.2 + 200.6 / 2 199.6 CONTRACTOR ALONE SHALL BE RESPONSIBLE FOR WORKER SAFETY AND CES NW INC., ASSUMES NO RESPONSIBILITY. ALL TRENCH SAFETY SYSTEMS SHALL MEET THE REQUIREMENTS OF THE WASHINGTON T 197.8 + 197.8 / 2 197.8 INDUSTRIAL SAFETY AND HEALTH ACT, CHAPTER 49.17 RCW. U 196.5 + 199.2 / 2 197.85 V 196.5 + 195.8 / 2 196.15 NOTE W 196.5 + 196.5 / 2 196.5 GRADE PLAN ANALYSIS INFORMATION PROVIDED BY PROJECT ARCHITECT. X 196.7 + 196.5 / 2 196.6 TOTAL: 4820.9/24=200.87-GRADE PLANE ELEVATION U16002091 RENTON,.' 1 VICINITY MAP N.T.S. EXISTING DESCRIPTION PROPOSED - - - --- MONUMENT LINE --------- PROPERTY LINE - -CL- - - RIGHT OF WAY LINE -R/W - - RIGHT OF WAY LINE -------- EASEMENT LINE - _ =-R/W- - - BUILDING SETBACK LINE ------------------- e E) G CHAIN LINK FENCE 0 e e eBE3 WOOD FENCE e E3 CURB -EP----------------- EDGE OF PAVEMENT P- ��o' CONTOURS y0� F-1 STREET SIGN ❑ STORM DRAIN CATCH BASIN 0 STORM DRAIN MANHOLE o STORM DRAIN CLEANOUT SD STORM DRAIN LINE SD RD ROOF DRAIN LINE ®--RD SANITARY SEWER MANHOLE a SANITARY SEWER CLEANOUT S SANITARY SEWER LINE S SS SANITARY SEWER STUB SS FIRE HYDRANT D4 WATER VALVE N ❑w WATER METER 19 W WATER MAIN W LUMINAIRE-� -0-- POWER/UTILITY POLE C_ GUY ORE EXISTING FIRE HYDRANT (SOUTHEAST CORNER OF THE INTERSECTION AT SUNSET BLVD NE AND NE 9TH ST) ASBUILT THE SHOWN HORIZONTAL AND VERTICAL LOCATIONS OF THE STORM DRAINAGE AND ROAD SYSTEMS WAS FIELD SURVEYED BY ME OR UNDER MY DIRECTION. THOSE RELYING ON THIS RECORD DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF ITS ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. Iii O NON* ASPHALT OVERLAY CEMENT CONCRETE SAWCUT LINE ROCK WALL CLEARING LIMITS INTERCEPTOR DITCH SILT FENCE CHECK DAM CALL 48 HOURS BEFORE YOU DIG DIAL 811 r W w H-390601 C0 O 0 I r) W EROSIONL NOTES EROSIONAND SEDIMENT CONTROL RECOMMENDED SEQUENCE MUNTER"RA CONSTRUCTION 1. THESE NOTES SHALL APPEAR FOR ALL PROJECTS - SITE IMPROVEMENTS, SURFACE 1. PRE -CONSTRUCTION MEETING. A PORTION OF THE SW 1/4 OF THE NE 1/4 OF SECTION OS, TWN 23, RNG 05 WATER UTILITY, WASTEWATER UTILITY, WATER UTILITY, AND TRANSPORTATION PLANS: ILLATT MERIDIAN, KING COUNTY, WASHINGTO 2. POST SIGN WITH NAME AND PHONE NUMBER OF ESC SUPERVISOR (MAY BE 2. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A CONSOLIDATED WITH THE REQUIRED NOTICE OF CONSTRUCTION SIGN). PRE -CONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF RENTON, PUBLIC WORKS DESIGN ENGINEER. 3. FLAG OR FENCE CLEARING LIMITS. 3. THE BOUNDARIES OF THE CLEARING LIMITS AND AREAS OF VEGETATION PRESERVATION AS PRESCRIBED ON THE PLAN(S) SHALL BE CLEARLY FLAGGED BY 4. INSTALL CATCH BASIN PROTECTION IF REQUIRED. SURVEY TAPE OR FENCING IN THE FIELD PRIOR TO CONSTRUCTION IN ACCORDANCE WITH APPENDIX D OF THE SURFACE WATER DESIGN MANUAL AND OBSERVED DURING 5. GRADE AND INSTALL CONSTRUCTION ENTRANCE(S). CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. THE CLEARING LIMITS SHALL BE MAINTAINED 6. INSTALL PERIMETER PROTECTION (SILT FENCE, BRUSH BARRIER, ETC.). BY THE APPLICANT/ESC SUPERVISOR FOR THE DURATION OF CONSTRUCTION. 7. CONSTRUCT SEDIMENT PONDS AND TRAPS. 4. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL 8 GRADE AND STABILIZE CONSTRUCTION ROADS, MEASURES, SUCH AS CONSTRUCTED WHEEL WASH SYSTEMS OR WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN AND TRACK OUT TO ROAD RIGHT OF WAY DOES NOT OCCUR FOR THE DURATION OF THE 9. CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTOR DIKES, PIPE SLOPE DRAINS, PROJECT. ETC.) SIMULTANEOUSLY WITH CLEARING AND GRADING FOR PROJECT DEVELOPMENT. 5. ALL REQUIRED SEDIMENTATION/EROSION CONTROL FACILITIES MUST BE CONSTRUCTED 10. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH APPENDIX D OF THE AND IN OPERATION PRIOR TO LAND CLEARING AND, OR CONSTRUCTION TO PREVENT SURFACE WATER DESIGN MANUAL AND MANUFACTURER'S RECOMMENDATIONS. TRANSPORTATION OF SEDIMENT TO SURFACE WATE DRAINAGE SYSTEMS AND ADJACENT PROPERTIES. ALL EROSION AND SEDIMENT FACILITIES SHALL BE 11. RELOCATE EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO THAT AS MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING SITE CONDITIONS CHANGE THE EROSION AND SEDIMENT CONTROL IS ALWAYS IN AND/OR CONSTRUCTION IS COMPLETE AND POTENTIAL FOR ON -SITE EROSION HAS ACCORDANCE WITH THE CITY'S EROSION AND SEDIMENT CONTROL STANDARDS. PASSED. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADDITIONS TO EROSION/SEDIMENTATION CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMITE 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. 6. THE EROSION AND SEDIMENTATION CONTROL SYSTEMS DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE 13. STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN SEVEN DAYS. 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 TUE- PROPOSED SITE DURING THE COURSE OF 14. SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS. EXISTING EXTRUDED CURB PN 10 0 5 10 20 1 inch = 10 feet. PERMITo U16002091 SITE ADDRESSo 905 SUNSET BLVD NE RENTON, . ! ASBUILT THE SHOWN HORIZONTAL AND VERTICAL LOCATIONS OF THE STORM DRAINAGE AND ROAD SYSTEMS WAS FIELD SURVEYED BY ME OR UNDER MY DIRECTION. THOSE RELYING ON THIS RECORD DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF ITS ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. -i - I � J 1° II I I I � / SAW CUT LINE 1 I� I SAW CUT NE CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE 15. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE STABILIZED 8128650000 PERMITEE TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY THE AND BMPS REMOVED IF APPROPRIATE. - - - - S89'44'59"E 91.00' ACTIVITIES AND TO PROVIDE ADDITIONAL FACILITIES, OVER AND ABOVE MINIMUM - -- - - - - - - - REQUIREMENTS, AS MAY BE NEEDED, TO PROTECT ADJACENT PROPERTIES AND ---- Cl 4 1 WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM. --- w 00 I I I 7. APPROVAL OF THIS PLAN IS FOR EROSION/SEDIMENTATION CONTROL ONLY. IT w w ----------------------- --"'----------'------- ----- - w w __ Q z -- - - --------------- ---- ---------� w o ---- - --------- ------�---- - ------------ ---- -- _ j w ---------------- ------ - ------ --- - _____ r w -- ---- __ ---- w -------------------------- ------------ - _ w w--- -------------- ----- ------ ------------------------- I DOES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE NOR I '�' oO I I ``' I LOCATION OF PIPES, RESTRICTORS, CHANNELS, OR RETENTION FACILITIES. I I x W zuzCl W I \;�I� ( �3 F- 1 o I 8. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL Q I I I �I N L� Q h I I NOT BE DISTURBED FOR TWO DAYS DURING THE WET SEASON (OCTOBER 1ST -------------------I -------- -------- - - - - �---- a W r� -----I - ----------1---- TROUGH MARCH 30TH) OR SEVEN DAYS DURING THE DRY SEASON (APRIL 1ST I I I I I ' I N r= N I I TOUGH SEPTEMBER 30) SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED EXISTING EXTRUDED CURB ESC COVER METHODS (E.G., SEEDING, MULCHING, PLASTIC COVERING, ETC.). I\ I II I S W U- I I\ I I 9. WET SEASON SEASONAL EROSION AND SEDIMENT CONTROL REQUIREMENTS APPLY TO \ I S89'44'59"E 54.00' I ALL CONSTRUCTION SITES CLEARING BETWEEN OCTOBER 1 AND MARCH 30 " 0 0 0 INCLUSIVE, UNLESS OTHERWISE APPROVED BY THE CITY THROUGH AN ADJUSTMENT -' I i/� r� r� 0 `ti / O / PROCESS. ,�i / / �' N EXISTING E.P. 0000000000 I 00000°0000 I 0000000000 C o' ( 0 J O .� O O 0 O O O O O 10. COVER MEASURES WILL BE APPLIED IN CONFORMANCE WITH APPENDIX D OF THE SURFACE WATER DESIGN MANUAL. \1; O 0 O s O O 0 O 0 Y ( \0000000000 I 00000 r'�J 'O O O O 0 O 0 O 0 O 0' ' O O O O O O O I 00000 11. ANY AREA NEEDING ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL ( b O O O 0 ; ' O O 0 \O O 0 QIO O O O O O O O \ 1 ° o ° 0 ° o ° O ° 0000000 o BE ADDRESSED WITHIN SEVEN (7) DAYS. ' �C -0-0 s so 000 0 QOO ODO00�0000 =120 I \ ° o 0 o 0 000 °00000 12. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A \ o 0 0 0 ° o ° o ° o ° o ° 0 MINIMUM OF ONCE A MONTH OR WITHIN 24 HOURS FOLLOWING A STORM EVENT. I ( I \ ' ' \ o ® \ ° O ° O ° o ° 0 °o°0°0°0 1 I 13 \ ; ; � \ ® ® \� O \ \Q 0 o 0 0 0 0 0 0 0 0 13. AT NO TIME SHALL MORE THAN ONE (1) FOOT OF SEDIMENT BE ALLOWED TO o ACCUMULATE WITHIN A CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES ; ; 1 ( I 000000000 ° o ° o ° o ° o SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH I I \ \ I o O O o CIL / c - W- - -- -- -- ----w - - --- - -- ----- -- -- -- -- - -- - - IRS r' I \ N 00Lo II R --------- 1------ ElI \ / � r /op SEDIMENT -LADEN WATER INTO THE DOWNSTREAM SYSTEM. IP 000000000 0/ J 14. DURING THE TIME PERIOD OF OCTOBER 1ST THROUGH MARCH 30TH, ALL PROJECT ; ; \ / I ° 000000000 ° o ° o ° o ° CE DISTRIBUTED SOIL AREAS GREATER, THAT ARE TO BE LEFT UN -WORKED FOR MORE ; ; ® 00 �� / 00000000 THAN 12 HOURS, SHALL BE COVERED BY MULCH, SODDING OR PLASTIC COVERING. I00000000 �r / PN Ln V 00000 3119900050 i I ^I \ / I °0°0°0°0° I ®� 1 r N 15. ANY PERMANENT RETENTION /DETENTION FACILITY USED AS A TEMPORARY SETTLING o 0 0 0 0 BASIN SHALL BE MODIFIED WITH THE NECESSARY EROSION CONTROL MEASURES AND ' ; =` I 1 0 ° o ° o ° o ° o I / J / h SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE PERMANENT FACILITY IS TO o rn o I ( 000000 o ( / /�/ FUNCTION ULTIMATELY AS AN INFILTRATION SYSTEM, THE TEMPORARY FACILITY r I / 01k MUST BE ROUGH GRADED SO THAT THE BOTTOM AND SIDES ARE AT LEAST THREE ;; z I / l I DC' FEET ABOVE THE FINAL GRADE OF THE PERMANENT FACILITY. F.F. EL 198.E F.F. EL.=200.6 U.- EL.=200.6 F.F. EL.=202.6 F.F. EL.=202.6 * / l / i2, ON fi / / A OTy V Sp ; 16. 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 � � \ II \ / h0 i1.43, ' , 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 RENTON FOR REVIEW. 0 13 13 13 13 u RS o I l / CL CLEARING LIMITS. SF INSTALL SILT FENCE PER STANDARD PLAN 214.00 ON SHEET C3. NO RUN OFF FROM SITE SHOULD GO TO ADJACENT PROPERTIES BOTH DURING AND AFTER CONSTRUCTION. CE INSTALL CONSTRUCTION ENTRANCE PER STANDARD PLAN 215.10 ON SHEET C3. IP INSTALL INLET PROTECTION PER STANDARD PLAN 216.30 ON SHEET C3. SP STOCK PILE LOCATION. PROVIDE COVER MEASURES AS NECESSARY. RS REMOVE SIDEWALK. ® REMOVE EXISTING RETAINING WALL. RT REMOVE EXISTING TREE. EXISTING 5' UTILITY --/ EASEMENT PER AFN# 7709060799 - - N89'44'59"W 129.46' El 41 - - -- - - - - -�- - - - - - - - - \ SILT FENCE I / PN T/ 8137900000 e, rr CLEARING LIMITS `-PROPERTY LINE CLEARING LIMITS/SILT FENCE LOCATION NTS Co R-390602 C) ( C') I O r) W DRIVEWAYS SHALL BE PAVED TO THE EDGE OPT OF R.OM PRIOR TO INSTALLATION OF THE CONSTRUCTION ENTAMCe AVOID XO �c�KiN DAMAGING OFF THE ROADWAYO t' IT IS RECOMMENDED THATTNE R W MIN: ENTRANCE BE CROWNED SD THAT RUNOFF DRAINS OFFTHE PAD INSTALL URIVELYAYCULVERT IF THERE !S A ROADSIDE DITCH PRESENT: AS OFR CI.TYROAO STANDARDS 4" W OVARRY SPAS GtEOTOMLE 12" MIN. THICKNESS PROVIDE FULL, WIDTH OF NOTES INGRE$81FORESS AREA 1. CONDITION OF USE. 1.1• CONSTRUCTION ENTRANCE SHALL BE STABILIZED WHEREVER TRAFFIC WILL BE LEAVING A CONSTRUCTION SITE AND TRAVELING ON. PAVED ROADS OR OTHER PAVED AREAS WITHIN 1,000 FEET OF THE SITE. GRAB TENSILE S FREBNGTH (ASTM D4751) 2MPSI MIN: GRAB TeNSME ELONGATION (ASTM D4632) 37%,MAX. MULLEN BURST STRENGTH ASTM D3786- 80A 400'PSI MIN, AOS (ASTM D4751) 20,45 U.S. STANDARD SIEVE SIZE} 2. DESIGN AND INSTALLATION SPECIFICATIONS 2A. HOG FUEL (WOOD BASED MULCH) MAY BE SUBSTITUTED FOR OR COMBINED WITH QUARRY SPALLS IN ARE$ THAT WILL SOT BE USED FOR.PERMANENT ROADS. HOG FUEL IS NOT RECOMMENDED FOR ENTRANCE STABILIZATION IN URBAN AREAS, THE INSPECTOR MAY AT ANY TIME REQUIRE THE USE OF QUARRY SPALLS IF THE HOG FUEL IS NOT PREVENTING SEDIMENT FROM BEING TRACKED ONTO PAVEMENT OR IF HOG FUEL 1S 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:t 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 T A ES T D . 2. !F THE ENTRANCE IS NOT PREVENTING SEDIMENT BEING TRACKED ONTO PAVEMENT, MENTTHEN ALTERNATIVE MEASURES O KEEP THE THE DIMENSIONS OF THE D STREET SWEEPING AN INCREASE IN N STREETS FREE OF SEDIMENT SHALL. BE USED. THIS MAY INCLUDE M IN R E ENTRANCE, OR THE INSTALLATION OF THE A WHEEL WASH. IF WASHING IS USED,'IT SHALL BE 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, T WASH THE STREETS, A EXCEPT WHEN SWEEPING IS INEFFECTIVE AND HERE S ATHR£AT TO PUBLIC SAFETY. IF IT NECESSARY O S ! £ N T ! SMALL SUMP MUST 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 IMMEDIATELY. 3:5, IF VEHICLES ARE ENTERING OR EXITING THE SITES AT POINTS OTHER THAN'i'HE CONSTRUCTION ENTRANCE($), FENCING SHALL BE INSTALLED TO CONTROL TRAFFIC. U 4 STD, PLAN - 216.10 PUBLIC WORKS S'Y°AILfiZE = DEPARTMENT CONSTRUCTION RUCTION ENTRANCE MARCH 2008 3 NOTES 1, CONDITION OF USE 1.1. PLASTIC COVERING MAY BE USED ON DISTURBED AREAS THAT REQUIRED COVER MEASURES FOR LESS THAN 30 DAYS. 1.2. PLASTIC IS PARTICULARLY USEFUL FOR PROTECTING CUT AND FILL SLOPES AND STOCKPILES. 1.3. CLEAR PLASTIC SHEETING MAY BE USED OVER NEWLY-SHEEDED AREAS TO CREATE A GREENHOUSE EFFECT AND ENCOURAGE GRASS GROWTH. 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 INCLUDE STEEP AND UNSTABLE SLOPES 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. PLASTIC SHEETING SHOULD HAVE A MINIMUM THICKNESS OF 0.03 MILLIMETERS. 2.2. IF EROSION AT THE TOE OF A SLOPE IS LIKELY, A GRAVEL BERM, RIPRAR OR OTHER SUITABLE PROTECTION SHALL BE INSTALLED AT THE TOE OF THE SLOPE IN ORDER TO REDUCE THE VELOCITY OF RUNOFF. 3. MAINTENANCE STANDARDS 3.1. TORN SHEETS MOST BE REPLACED AND OPEN SEAMS REPAIRED. 3.2. IF THE PLASTIC BEGINS TO DETERIORATE DIE TO ULTRAVIOLET RADIATION, IT MOST BE COMPLETELY REMOVED AND REPLACED. 3.3. WHEN THE PLASTIC IS NO LONGER NEEDED, IT SHALL BE COMPLETELY REMOVES. 4�Y o + PUBLIC WORKS PLASTIC COVERING STD. PLAN - 213.30 �NCOZ DEPARTMENT MARCH 2O08 MONTERRA A PORTION OF THE SW 1/4 OF THE NE 1/4 OF SECTION 08, TWN 23N, RNG 05E WILLAMETTE MERIDIAN, KING COUNTY, WASHINGTON 5"MAR. DRAINAGE GRATE TRIM GRATE FRAME SEDIMENT AND, DEBRIS � r OVERFLOW BYPASS 4 V >p BELOW INLET GRATE DEVICE FILTERED WATER " n h p O. 4 A G ,P SECTION VIEW DRAINAGE GRATE. RECTANGULAR GRATE SHOWN RETRIEVAL SYSTEM (TYP.) BELOW INLET GRATE DEVICE . OVERFLOW BYPASS (TYP.) ISOMETRIC VIEW NOTES 1. size the Below Inlet Grate Device:(BIGD) for the storm water structure it will service. 2. The B GD shall have:a built-in hi h4low relief s s Wm (ov rf.ow bypass), 3. The Fatrieval system must allow. removal E l Ahe, SIGD Without spilling the collected material, 4. Perform maintenance In accordance with Standard Specification "1.3(15); . ,21830 PUBLIC WORDS CATCH BASINFILTERSTa?, PUN DEPARTMENT MARCH 2O08 MUM IN FILTER FABRIC SHALL BE SPLICED AT POSTS. USE STAPLES, WIRE RINGS; OR FOUIVALFNTTO ATTACH FABRIC TO POSTS: P Mfll>. POST SPACING MAY BE INCREASED TO B'tFWIRE BACKING IS USED 2°2 BY 14 Go WIRE OR EQUIVALENT, IF STf STRENGTH FABRIC FIL MINIMUM 4"ai4"1RENOf BACKFILL T 2'X4'W000 POSTS. $TEE': POSTS,, RESAR. OR EQUIVALENT NOTES 1. CONDITION OF USE 1.1, SILT FENCE MAY BE USED D OWNSLOPE OF ALL DISTURBED AREAS, ED 1.2. SILT FENCE IS NOT INTENDED TO TREAT CONCENTRATED FLOWS, NOR IS 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. jd4WSIEVESIZE(c6Q-C.15NIMI FOR SILTFILM AOS (ASTM 04751) 504WS1EVESIZE (0.30.D.15 f2tga� WATER PERMITTIVITY ASTM0491 0.02 SEC^11 MINIMUM GRAD TENSILE STRENCHT(ASTM D4632) 18DLOS-MWFOR -EXTRASTRENeHFABRIC - 100U35. MIN. FOR STANDARD STRENGHr FABRIC GRA8TENSq.EELONGATION(ASTMO4632) 30%MAX:- ULTRAVIDLATERESISTANCE .(ASTM04355) 70%MIN. I 2.2, STANDARD STRENGTH FABRIC REQUIRES WIRE BACIClNG TO INCREASE THE STRENGTH OF THE FENCE; WIRE BACKING OR CLOSER POST 1E PERFORMANCE WARRANTS STRONGER FENCE. MAY BE REQUIRED R EXTRA STRENGTH FABRIC IF FIELD P RA R R SPACING M E. FO 2.3. WHERE THE FENCE IS INSTALLED, THE SLQPE :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 GONG AS THE BOTTOMS 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. I 3. MAINTENANCE STANDARDS 3.1. ANY DAMAGE SHALL BE REPAIR IMMEDIATELY. EDIMENT TRAP OR POND. E UPHILL D E E: THEY MUST RE INTERCEPTED D-CONS/EYEDTO AS 3;2. IF CONCENTRATED FLOES ARE EVIDENT U L O THE FENCE, T_AND 3.3. IT IS IMPORTANT TO CHECK THE UPHILL SIDE OF THE FENCE FOR SIGNS OF THE FENCE CLOGGING AND ACTING AS A BARRIER TO FLOW AND THEN CAUSING CHANNELIZATION OF FLOWS PARALLEL TO THE FENCE. IF THIS OCCURS, . REPLACE THE FENCE OR REMOVED THE TRAP SEDIMENT. 3A. SEDIMENT MOST BE REMOVED WHEN SEDIMENT IS 6 INCHES HIGH. 3.5. IF THE FILTER FABRIC (GEOTEXTILE) HAS DETERIORATED DUE TO, ULTRAVIOLETBREAKDOwN, IT SHALL BE REPLACED. PUBLIC WORKS DEPARTMENT STD. PLAN - 214.0.0 MARCH 2008 C.3.2 MULCHING DESIGN AND INSTALLATION SPECIFICATIONS FOR MULCH MATERIALS, APPLICATION RATES, AND SPECIFICATIONS, SEE TABLE C.3.2.A. NOTE: THICKNESS MAY BE INCREASED FOR DISTURBED AREAS IN OR NEAR CRITICAL AREAS OR OTHER AREAS HIGHLY SUSCEPTIBLE TO EROSION. MAINTENANCE STANDARDS 1. THE THICKNESS OF THE MULCH COVER MUST BE MAINTAINED. 2. ANY AREAS THAT EXPERIENCE EROSION SHALL BE RE -MULCHED AND/OR PROTECTED WITH A NET OR BLANKET. IF THE EROSION PROBLEM IS DRAINAGE RELATED, THEN THE DRAINAGE PROBLEM SHALL BE ASSESSED AND ALTERNATE DRAINAGE SUCH AS INTERCEPTOR SWALES MAY BE NEEDED TO FIX THE PROBLEM AND THE ERODED AREA RE -MULCHED. �� I'll i�4 v -... e a >, a - I If + i Mulch Quality Standards Application Remarks Material Rates Straw Air-dried; free from 2"-3" thick; 2-3 Cost-effective protection when applied with adequate undesirable seed and bales per 1000 sf thickness. Hand -application generally requires greater coarse material or 2-3 tons per acre thickness than blown straw. Straw should be crimped to avoid wind blow. The thickness of straw may be reduced by half when used in conjunction with seeding. Wood Fiber No growth inhibiting Approx. 25-30 Ibs Shall be applied with hydromulcher. Shall not be used Cellulose factors per 1000 sf or without seed and tackifier unless the application rate is at 1000-1500 Ibs per least doubled. Some wood fiber with very long fibers can acre be effective at lower application rates and without seed or. tackifier. Compost No visible water or dust 2" thick min.; More effective control can be obtained by increasing during handling. Must approx. 100 tons thickness to 3". Excellent mulch for protecting final be purchased from per acre (approx. grades until landscaping because it can be directly supplier with Solid 800 Ibs per cubic seeded or tilled into soil as an amendment. Sources for Waste Handling Permit. yard) compost are available from the King County Commission for Marketing Recyclable Materials at (206) 296-4439. Hydraulic This mulch category Apply at rates from The BFM shall not be applied immediately before, during Matrices includes hydraulic 3,000 Ibs per acre or immediately after rainfall so that the matrix will have (Bonded Fiber slurries composed of to 4,000 Ibs per an opportunity to dry for 24 hours after installation. Matrix) wood fiber, paper fiber acre and based on Application rates beyond 2,500 pounds may interfere with or a combination of the manufacturers germination and are not usually recommended for turf two held together by a recommendations establishment. BFM is generally a matrix where all fiber binding system. The and binders are in one bag, rather than having to mix BFM shall be a mixture components from various manufacturers to create a of long wood fibers and matrix. BFMs can be installed via helicopter in remote various bonding agents. areas. They are approximately $1,000 per acre cheaper to install. Chipped Site Average size shall be 2" minimum This is a cost-effective way to dispose of debris from Vegetation several inches. thickness clearing and grubbing, and it eliminates the problems associated with burning. Generally, it should not be used on slopes above approx. 10% because of its tendency to be transported by runoff. It is not recommended within 200 feet of surface waters. If seeding is expected shortly after mulch, the decomposition of the chipped vegetation may tie up nutrients important to grass establishment. CITY OF RENTONr 1:>E=-PART'MEN_F F Pl. BBC: WC)RKS N a c6 cC O O O APPROVED BY DATE co m W APPROVED BY DATE APPROVED BY DATE a a a APPROVED BY DATE PERMIT@ U1691 SITE ADDRESSi 905 SUNSET 6LVD NE ETO, WA 98056 ASBUILT RECORD THE SHOWN HORIZONTAL AND VERTICAL LOCATIONS OF THE STORM DRAINAGE AND ROAD SYSTEMS WAS FIELD SURVEYED BY ME OR UNDER MY DIRECTION. THOSE RELYING ON THIS RECORD DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF ITS ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE, C.3.10 SEEDING DESIGN AND INSTALLA11ON SPECIFICATIONS 1. THE BEST TIME TO SEED IS APRIL 1 THROUGH JUNE 30, AND SEPTEMBER 1 THROUGH OCTOBER 15. AREAS MAY BE SEEDED BETWEEN JULY 1 AND AUGUST 31, BUT IRRIGATION MAY BE REQUIRED IN ORDER TO GROW ADEQUATE COVER. AREAS MAY ALSO BE SEEDED DURING THE WINTER MONTHS, BUT IT MAY TAKE SEVERAL MONTHS TO DEVELOP A DENSE GROUNDCOVER DUE TO COLD TEMPERATURES. THE APPLICATION AND MAINTENANCE OF MULCH IS CRITICAL FOR WINTER SEEDING. 2. TO PREVENT SEED FROM BEING WASHED AWAY, CONFIRM THAT ALL REQUIRED SURFACE WATER CONTROL MEASURES HAVE BEEN INSTALLED. 3. THE SEEDBED SHOULD BE FIRM BUT NOT COMPACTED BECAUSE SOILS THAT ARE WELL COMPACTED WILL NOT VEGETATE AS QUICKLY OR THOROUGHLY. 4. IN GENERAL, 10 20 20 N-P K - G) FERTILIZER MAY BE USED AT A ( NITRO RATE OF 90 POUNDS PER ACRE. SLOW -EN -PHOSPHORUS -POTASSIUM RELEASE FERTILIZERS ARE PREFERRED BECAUSE THEY ARE MORE EFFICIENT AND HAVE FEWER ENVIRONMENTAL IMPACTS. IT IS RECOMMENDED THAT AREAS BEING SEEDED FOR FINAL LANDSCAPING CONDUCT SOIL TESTS TO DETERMINE THE EXACT TYPE AND QUANTITY OF FERTILIZER NEEDED. THIS WILL PREVENT THE OVER- APPLICATION OF FERTILIZER. DISTURBED AREAS WITHIN 200 FEET OF WATER BODIES AND WETLANDS MUST USE SLOW- RELEASE LOW -PHOSPHORUS FERTILIZER TYPICAL PROPORTIONS 3-1-2 N-P-K . 5. THE FOLLOWING REQUIREMENTS APPLY TO MULCHING: a) MULCH IS ALWAYS REQUIRED FOR SEEDING SLOPES GREATER THAN 3H:1V (SEE SECTION D.4.2.1). b) IF SEEDING DURING THE WET SEASON, MULCH IS REQUIRED. c) THE USE OF MULCH MAY BE REQUIRED DURING THE DRY SEASON AT THE COUNTY'S DISCRETION IF GRASS GROWTH IS EXPECTED TO BE SLOW, THE SOILS ARE HIGHLY ERODIBLE DUE TO SOIL TYPE OR GRADIENT, THERE IS A WATER BODY CLOSE TO THE DISTURBED AREA, OR SIGNIFICANT PRECIPITATION IS ANTICIPATED BEFORE THE GRASS WILL PROVIDE EFFECTIVE COVER. d) MULCH MAY BE APPLIED ON TOP OF THE SEED OR SIMULTANEOUSLY BY HYDROSEEDING. 6. HYDROSEEDING IS ALLOWED AS LONG AS TACKIFIER IS INCLUDED. HYDROSEEDING WITH WOOD FIBER MULCH IS ADEQUATE DURING THE DRY SEASON. DURING THE WET SEASON, THE APPLICATION RATE SHALL BE DOUBLED BECAUSE THE MULCH AND TACKIFIER USED IN HYDROSEEDING BREAK DOWN FAIRLY RAPIDLY. IT MAY BE NECESSARY IN SOME APPLICATIONS TO INCLUDE STRAW WITH THE WOOD FIBER, BUT THIS CAN BE DETRIMENTAL TO GERMINATION. 7, AREAS TO BE PERMANENTLY LANDSCAPED SHALL USE SOIL AMENDMENTS. GOOD QUALITY TOPSOIL SHALL BE TILLED INTO THE TOP SIX INCHES TO REDUCE THE NEED FOR FERTILIZER AND IMPROVE THE OVERALL SOIL QUALITY. MOST NATIVE SOILS WILL REQUIRE THE ADDITION OF FOUR INCHES OF WELL -ROTTED COMPOST TO BE TILLED INTO THE SOIL TO PROVIDE A GOOD QUALITY TOPSOIL. COMPOST USED SHOULD MEET ECOLOGY PUBLICATION 98-38 SPECIFICATIONS FOR GRADE A QUALITY COMPOST. 8. THE SEED MIXES LISTED BELOW INCLUDE RECOMMENDED MIXES FOR BOTH TEMPORARY AND PERMANENT SEEDING. THESE MIXES, WITH THE EXCEPTION OF THE WETLAND MIX, SHALL BE APPLIED AT A RATE OF 120 POUNDS PER ACRE. THIS RATE MAY BE REDUCED IF SOIL AMENDMENTS OR SLOW -RELEASE FERTILIZERS ARE USED. LOCAL SUPPLIERS SHOULD BE CONSULTED FOR THEIR RECOMMENDATIONS BECAUSE THE APPROPRIATE MIX DEPENDS ON A VARIETY OF FACTORS, INCLUDING EXPOSURE, SOIL TYPE, SLOPE, AND EXPECTED FOOT TRAFFIC. ALTERNATIVE SEED MIXES APPROVED BY THE COUNTY MAY BE USED. Tc�l6LE ._ % Weight % Purity % Germination Chewings or red fescue (Festuca rubra var. 40 98 90 commutate or Festuca rubra) Annual or perennial rye (Lolium multiflorum or Lolium 40 98 90 perenne) Redtop or colonial bentgrass (Agrostis albs or 10 92 85 Agrostis tenuis) White dutch clover (Trifolium repens) 10 98 90 % Weight % Purity % Germination Perennial rye blend (Lolium perenne) 70 98 90 Chewings and red fescue blend (Festuca 30 98 90 rubra var. commutata or Festuca rubra) MAINTENANCE STANDARDS FOR SEEDING 1. ANY SEEDED AREAS THAT FAIL TO ESTABLISH AT LEAST 80 PERCENT COVER WITHIN ONE MONTH SHALL BE RESEEDED. IF RESEEDING IS INEFFECTIVE, AN ALTERNATE METHOD, SUCH AS SODDING OR NETS/BLANKETS, SHALL BE USED. IF WINTER WEATHER PREVENTS ADEQUATE GRASS GROWTH, THIS TIME LIMIT MAY BE RELAXED AT THE DISCRETION OF THE COUNTY WHEN CRITICAL AREAS WOULD OTHERWISE BE PROTECTED. 2. AFTER ADEQUATE COVER IS ACHIEVED, ANY AREAS THAT EXPERIENCE EROSION SHALL BE RE -SEEDED AND PROTECTED BY MULCH. IF THE EROSION PROBLEM IS DRAINAGE RELATED, THE PROBLEM SHALL BE FIXED AND THE ERODED AREA RE -SEEDED AND PROTECTED BY MULCH. 3. SEEDED AREAS SHALL BE SUPPLIED WITH ADEQUATE MOISTURE, BUT NOT WATERED TO THE EXTENT THAT IT CAUSES RUNOFF. to I tZOo OZ z W O W O E o Z O Z O (r /Zy LL Z/y cr I- O O r � m Q U w a U w a- <1<a Z 1� III 47203 S 3 CQCQo I I � M Co ItIT14 co co m CQ of as w l~ U 40 o �M ® N or M Q C0 LU r` o UJ rn Lila Q < z Boom® 0 0 I- vi W 0= O Q (� Ca O z U a� O U O N r` li U Designed: DIPS Drawn: MRL Checked: DPS Scale: NTS Date: 03.29.17 Job No.: 14038 Sheet No.: 3 of 14 Sheets R-390603 TO (3) (' ) 0 I r) W LE.(6n IN)=195.00 1 MIN COVER OVER .� / 4 LE.(6nOUT)=8 195.01 / I TRNECH . � PROVIDE STORM SEDIMENT CONTROL STRUCTURE I CLEANOUTS FOR00 PER DETAIL ON SHEET C8. II \ MAINTENANCE / / • / a 0 EP=196.00 050 \ - Ie% Unit ROOF DOWNSPOUT 4 " I �' to rn CLEAN OUT (TYP.) 5LF 6 ADS N- 12 / 0 1.007.(MIN.) �I ` / / ®C� �I F.F. ' L 7198.6 F.F. EL.=200.6 �F�EL.=200.6 F.F. EL=20�.6 F.F. EL=202.6 / // ®Set• I ® D , SFo� IZD Lo 0 31 4 4 6" PVC SDR, 35 ROOF DOWNSPOUT SEWER CLEANOUT // ���h // ST \ I SEWER LINE I(TYP.) a LINE (TYP.) (TYP-) blol T . , C3 C, r . R a R 2OSq a .4 ) 02�4 D-4 I< RD L0. a . / l _ ��, (�oq, s \ ® °% N Oi( ' ° o �%� . Q ® ° a 13 O ° �0.53% a aA / i� a a x / //�0�. a . I / �� / tioA / Zp8 �\ N89°44'59"W - - - - ���;' ��;/`l� / C �� / �/------- -- — �— _ {- - -v— — — �— — — / 4 — T — — — — — — \ III 4 d - - - - -- — — ---- a d --=--------------- —I r ------------ EXISTING 5 UTILITY _ _ - - \ - - r TOP OF WALL EL: 202.70t \ EASEMENT PER AFN# R - - \ \ / BOT. OF WALL EL:202.25 \\ /� \ 7709060799 TOP OF WALL EL•206.00f TOP OF WALL EL:198.30 I / TOP OF WALL EL: 200.25 � � PN BOT. 0� WALL EL:204.00 , BOT. OF WALL EL:196.80f BOT. OF WALL EL:199.50f - _ \ / 8137900000 \ I a PROPOSED GROUND @ CENTERLINE -A mAb 210 1 205 1 200 195 SITE ADDRESSi 905 1 NE 98056 FACE OF WALK IS TO BE CONSTRUCTED FLUSHED WITH THE LIGHTPOLE'S FOUNDATION. ASSUILT RECORD 140TE THE SHOWN HORIZONTAL AND VERTICAL LOCATIONS OF THE STORM DRAINAGE AND ROAD SYSTEMS WAS FIELD SURVEYED BY ME OR UNDER MY DIRECTION. THOSE RELYING ON THIS RECORD DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF ITS ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. \ NOTE: SLOPE GROUND AT A MAXIMUM \ / SLOPE OF 4:1 UP TO 3 FEET FROM THE \ BACK OF SIDEWALK '10/�Aj k p6 / i v OF SHARED ACCESS. RP RP SC SC w �� �� N z ®L6 �� N�� W Nr)j N +N +N oNco m m r�� w II +N II d- 11 +WN W w Oo a WW> = II o o II W H 11 � ¢ > z J U cr_ cn fn W � ¢ � c� i - � J c d cn :mw _ cn W C" M Oui i �+C4 6 O �+N cWi V)U-i �ui- 1.50% ----- - i CD DA EXISTING GROUND 0 CENTERLINE OF SHARED ACCESS. -- -SHARED ACCESS - STA:3+00.00 TO STA:4+90.00 _ 1" =10' HORZ. 1" = 5' VERT. o o n C) rn rn CDO N N C) N O� N N N N N z W aZ Q J J mo _ =o V) W WALKWAY s o- JRB z p �wW w J J z I—i " Q ® O U ® O aj ¢cam Boa W ~ fn 2' MIN. L . lit 3/8" EXPANSION JOINT o d- u `V 1-1/2" STEEL PIPE (TYP.) <s 4" MAXIMUM (TYP.) HANDGRIP-a� a J a STEEL PIPE CONSTRUCTION NOTES IT INSTALL 2-48LF INFILTRATION TRENCHES PER THE TYPICAL SECTIONS ON SHEET C8. D® PAVE DRIVEWAYS AS PER THE TYPICAL SECTION ON SHEET C8. DA PAVE DRIVE AISLE AS PER THE TYPICAL SECTION ON SHEET C8. CONSTRUCT 5' WIDE CONCRETE WALKWAY AS PER THE DETAIL ON SHEET C8. ST CONSTRUCT CONCRETE STAIRS AS PER THE DETAILS ON THIS SHEET. RP RESTORE PAVEMENT AS PER THE DETAIL ON SHEET C7. SC SAWCUT FULL DEPTH. WHERE NEW ASPHALT JOINS EXISTING, THE EXISTING ASPHALT SHALL BE CUT TO A NEAT VERTICAL EDGE AND TACKED WITH ASPHALT EMULSION TYPE CSS-1 IN ACCORDANCE WITH SECTION 9-02.1(6) OF THE CURRENT WSDOT STANDARD SPECIFICATIONS. THE NEW ASPHALT SHALL BE FEATHERED BACK OVER THE EXISTING TO PROVIDE FOR A SEAL AT THE SAWCUT LOCATION AND THE JOINT SEALED WITH GRADE AR-4000OW PAVING ASPHALT. EC REPLACE EXISTING EXTRUDED CURB PER THE DETAIL ON SHEET C7. PAINT CURB RED TO MATCH EXISTING FIRE LANE STRIPING. R® RETAINING WALL DESIGNED BY OTHERS. SEE CONCRETE WALKWAY DETAIL ON SHEET C8 FOR MORE GRADING INFORMATION. CD REPLACE EXISTING DRIVEWAY ENTRANCE WITH A NEW CEMENT CONCRETE DRIVEWAY ENTRANCE WITH BUFFER PER CITY STANDARD PLAN 104.2 AND 104.4 ON SHEET C7. GENERAL NOTES CURB DAMAGED DURING CONSTRUCTION SHALL BE REPLACED IN KIND. SEPARATE BUILDING PERMIT IS REQUIRED FOR ANY WALL 4 FEET OR TALLER. THE TYPE OF FLOW CONTROL BMP PROVIDED IS LIMITED INFILTRATION USING TRENCHES. 11" 4" MIN. 7" MAX STEP DETAIL \-6" 4" R.(TYP.) 3" 3-44 LONGITUDINAL BARS EQUALLY SPACED. j #4 BARS 0 24" O.C. TRANSVERSE 23" MIN SECTION . 4 ' NOSING MUST BE FLUSH, NOTES: SLIP -RESISTANT AND ROUNDED TO 1/2" 1. CONCRETE SHALL BE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI. CEMENT CONCRETE STAIRWAY [P IAVTEI 12" 3/8" EXPANSION JOINT N TS VERTICAL SPICKETS, 1/2"x1/2" SOLID BAR (0,850 LB/FT) f 4'-0" HANDGRIP 1-1/2" SQ. BOX 14 GAUGE MIN. { THICKNESS NEWELL POST 1-1/2"- SQ. BOX, 14 GAUGE MIN.WALL THICKNESS. 6"J S I A RAILS I IV 1 NTS 2" TO 4" LOWER RAIL 1-1/2" SQ. BOX 4" MAXIMUM (TYP.) TUBE STEEL CALL 48 ; BEFORE 1 811 3+00 3+50 4+00 4+50 H-390604 `C ) MI I I 0 W NOTE: SLOPE GROUND AT A MAXIMUM - SLOPE OF 4.1 UP TO 3 FEET FROM THE BACK OF SIDEWALK. \ `< 204 PN \° /o \ \ 3119900051 - _ ----ROW - - D Y \ MONTERRA A PORTION OF THE SW 1/4 OF THE NE 1/4 OF SECTION 08, TWN 23N, RNG 05E WILLAMETTE MERIDIAN, KING COUNTY, WASHINGTON W W N n ® / / ®�R5 Mw / 3 o m / EXISTING CURB / F ¢ F- / TO REMAIN. W o en cn =E \ / s S s s EXISTING 12" SEWER uNE / S 1+00� S17'54'57"W _ 1� ---CL - - - - } - -- -- - I - SUNSET BLVD (PUBLIC ROAD) \ I \ 1 \\ i \\ EXISTING WATER MAIN \ 8 w �"w w w w w w EXISTING 12" STORM LINE \ T"— cf)-Op-� / SD SD---------------SQ --------------------------SQ------- SD_---------------------- --- _ ---------- �iF' — — — — ' _ ' pP.:' OP OP Op C) 0� 1, Lu o l r EXISTING FIRE HYDRANT (SOUTHEAST CORNER OF THE INTERSECTION AT SUNSET BLVD NE AND NE 9TH ST) ±100' FROM SE CORNER OF SITE 220 CONSTRUCTION N S© CONSTRUCT SIDEWALK PER CITY STANDARD PLAN 102 ON SHEET C7. RC REPLACE CURB AND GUTTER PER STANDARD PLAN 103 ON SHEET C7. SC SAWCUT FULL DEPTH. WHERE NEW ASPHALT JOINS EXISTING, THE EXISTING ASPHALT SHALL BE CUT TO A NEAT VERTICAL EDGE AND TACKED WITH ASPHALT EMULSION TYPE CSS-1 IN ACCORDANCE WITH SECTION 9-02.1(6) OF THE CURRENT WSDOT STANDARD SPECIFICATIONS. THE NEW ASPHALT SHALL BE FEATHERED BACK OVER THE EXISTING TO PROVIDE FOR A SEAL AT THE SAWCUT LOCATION AND THE JOINT SEALED WITH GRADE AR-4000OW 210 PAVING ASPHALT. CD REPLACE EXISTING DRIVEWAY ENTRANCE WITH A NEW CEMENT CONCRETE DRIVEWAY ENTRANCE WITH BUFFER PER CITY STANDARD PLAN 104.2 AND 104.4 ON SHEET C7. ® PROTECT EXISTING LIGHT POLE, AND CONSTRUCT THE SIDEWALK TO THE JUNCTION BOX AND LIGHT POLE EXISTING GRADE. THE CONTRACTOR IS TO ENSURE POSITIVE DRAINAGE FROM THE SIDEWALK TOWARDS SUNSET BLVD'S GUTTER LINE. PP PROTECT EXISTING UTILITY POLE DURING CONSTRUCTION. CONTRACTOR IS TO 200 COORDINATE WITH UTILITY POLE OWNER TO DETERMINE IF THE POLE SHALL BE ADJUSTED TO FINISHED GRADE. AR ADJUST TELEPHONE RISER TO FINISHED GRADE. RS REMOVE SIDEWALK BEHIND EXISTING CURB AND GUTTER. DATUM ELEV 195.00 RM REMOVE EXISTING WATER METER. a, RT REMOVE EXISTING TREE. O EXISTING FIRE HYDRANT (ALONG WESTSIDE OF 10 0 5 10 20 ABERDEEN AVE NE) t123' FROM NE CORNER OF SITE 1 inch = 10 feet. j J 1 1'7 GENERAL NOTES 1%� _ D o� I - _ „ ALL U11LIlIES SERVING THE SITE ARE TO BE UNDERGROUND. O j`N \ ° \� PN 8128650000 / \ / O S i L. EXISTING EAST RIDGE \'� \ �'.' - �\ ° do APARTMENT SIGN 15 LLI --------- I I i �� 10L�L�i w c� o �`' O o Lu i) SC RC I � / ►/ ��� \\ �� z I /I 5 S / EXISTING TRAFFIC LIGHT POLE O ° PROPO. 2+00 2+20 D -CL - o o Y 9=) ¢ . c� RT a EXISTING CHANNELIZA11ON � \ `o D °a' I - MARKINGS - \ F9 _ PROPOSED D- w �� w w w w w w w SIDEWALK / I \ -EXISTING R.O.W. \ OP \ --------------------------------SD SD SD \ \-------------------------------------- --- _ =-_=_______________________________________---------�--- n _ \ - - 5' EXISTING SI EWAU(� %o CITY OF REATOR PN 0823059007 STA. 1 +50.00= C/L INT. SUNSET BLVD & ABERDEEN AVE NE � J o o -H Go Z M C.D I - PO F— J z Q W N ®� U 44 ® FINISHED GRADE @ m + N v �� _ U J Q w 57< RIGHT GUTTER LINE o m � �+= w I� uj cn uj ca 4.94% EXISTING 99LF 12" STORM @ 4. _ - - - - - EXISTING 8" WATER MAIN l�Lj1TZ _ - - - - - - - - - - - - ------------ EXISTING 195LF 12" SS @ 0.46% - - - - - - - - - - - - EX. CB TYPE 1 STA. 1+20.53;19.20'RT IE 12" CONC S=206.42 IE 12" CONC N=206.42 � � O N O O CV N N N N N N N N 1+00 1+50 SUNSET BLVD. STA:1+00.00 TO STA:2+20.00 1" =10' HORZ. 1" = 5' VERT, 2+00 [o] X. CB TYPE 1 TA. 2+19.13;19.01'RT IM=213.19 12" CONC S=210.74 12" CONC N=201.94 EXISTING 1.5' WIDE CURB AND GUTTER - ---ROW EXISTING CURB -/ / TO REMAIN. SOUTH SIDEWALKII HORIZONTAL: 1"=5' O 0 W W f T T •- O O T O o6 N N N N � co T o o> 1 � O T T O O v� cn cn cn cn a o o a a U W (f) Z W � 07 z W � (7 z W :�i o w Q 2 U :E �F OU 0 J 0 z w 0 z W 0 z W U) 3: W o U) T LL O m LL O m LL O m � U U r I— U W > W m W W OC W z ti R.O.W. Wit► � '� c sQ2 �IONAL 11 Mot oU � I' v .., . m moo® U MO MO U ® ® a ® ® N N Z� W ® N N J �Y M a F THE RVEYED I THIS . \ . �.Q ,,`L�i DENT \ F� L S\pEw�`1!� FO A R ANY 5. 0% 5 E i D L HORIZONTAL: 1 "=5' EXISTING 1.5' WIDE CURB AND GUTTER PROPOSED PROPOSED VARIES LANE LANE PLAN SIDEWALK ' (t10') VARIES (f18') VARIES (f18') VARIES (f8') 8' J L> y I ~I o A� X w I� IZ i� Np 0- 0 X w Of � J NOTE: SLOPE GROUND AT A J ET LV IO MAXIMUM SLOPE OF 4:1 UP TOIT 3 FEET FROM THE BACK OF SIDEWALK. L0 0 uj OC Q 0 z W Cc 0 0 o_ 0 Q I1L as F f-- 0 T ROW o z DEDICATION o 0 gDTH VARIES a` U (FROM 0.0' TO11.43') Designed: DPS Drawn: MRL Checked: DPS Scale: 1"=10' Date: 03.29.17 Job No.: 14038 Sheet No.: 6 of 14 Sheets R-390605 TO (3) (" ) 1 0 I W 1. BEFURE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING MUST BE HELD BETWEEN THE CITY OF RENTON PLAN REVIEW SECTION AND THE APPLICANT. 2. ALL DESIGN AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE RENTON MUNICIPAL CODE (RMC), THE LATEST EDITION OF THE 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. IT SHALL BE THE SOLE RESPONSIBILITY OF THE APPLICANT AND THE PROFESSIONAL CIVIL ENGINEER TO CORRECT ANY ERROR, OMISSION OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THIS PLANS. ALL CORRECTIONS SHALL BE AT NO ADDITIONAL COST TO THE CITY. 3. APPROVAL OF THIS ROAD, GRADING, PARKING AND DRAINAGE PLAN DOES NOT CONSTITUTE AN APPROVAL OF ANY OTHER CONSTRUCTION (E.G. DOMESTIC WATER CONVEYANCE, SEWER CONVEYANCE, GAS, ELECTRICAL ETC.)THE SURFACE WATER DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS, WHICH ARE ON FILE IN WITH THE CITY. 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. GRADING ACTIVITIES (SITE ALTERATION) ARE LIMITED TO THE HOURS OF 7 A.M. TO 7 P.M. MONDAY THROUGH SATURDAY AND NO WORK ON SUNDAY IS ALLOWED, UNLESS OTHERWISE APPROVED WITH A WRITTEN DECISION BY THE CITY OF RENTON. 6. IT SHALL BE THE APPLICANTS/CONTRACTORS RESPONSIBILITY TO OBTAIN ALL CONSTRUCTION EASEMENTS NECESSARY BEFORE INITIATING OFF -SITE WORK. EASEMENTS REQUIRE CITY REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. 7. FRANCHISED UTILITIES OR OTHER INSTALLATIONS THAT ARE NOT SHOWN ON THESE APPROVED PLANS SHALL NOT BE CONSTRUCTED UNLESS AN APPROVED SET OF PLANS THAT MEET ALL REQUIREMENTS OF CHAPTER 4 OF THE SURFACE WATER DESIGN MANUAL ARE SUBMITTED TO THE CITY OF RENTON. 8. DATUM SHALL BE NAVD 88 UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON. REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS. 9. ANY DEWATERING SYSTEM NECESSARY FOR THE CONSTRUCTION OF STORMWATER FACILITIES MUST BE SUBMITTED TO THE CITY FOR REVIEW AND APPROVAL 10. ALL UTILITY TRENCHES AND ROADWAY SUBGRADE SHALL BE BACKFILLED AND COMPACTED TO 95 PERCENT DENSITY, STANDARD PROCTOR. 11. OPEN CUTTING OF EXISTING ROADWAYS FOR NON -FRANCHISED UTILITY OR STORM DRAINAGE WORK IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CITY OF RENTON AND NOTED ON THESE APPROVED PLANS. ANY OPEN CUT SHALL BE RESTORED IN ACCORDANCE WITH THE CITY OF RENTON TRENCH RESTORATION STANDARDS. 12. 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. 13. 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. 14. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH 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 EN11RE 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. 15. STEEL PIPE SHALL BE ALUMINIZED, OR GALVANIZED WITH ASPHALT TREATMENT #1 OR BETTER INSIDE AND OUTSIDE. 16. ALL DRAINAGE STRUCTURES, SUCH AS CATCH BASINS AND MANHOLES SHALL HAVE SOLID LOCKING LIDS. ALL DRAINAGE STRUCTURES ASSOCIATED WITH A PERMANENT RETENTION/DETENTION FACILITY SHALL HAVE SOLID LOCKING LIDS. 17. BUILDING AND OTHER STRUCTURES SHALL BE PLACED IN ACCORDANCE WITH TABLE 4.1 EASEMENT WIDTHS AND BUILDING SETBACKS LINES. 18. ALL CATCH BASIN GRATES SHALL BE DEPRESSED 0.10 FEET BELOW PAVEMENT LEVEL. 19. ALL DRIVEWAY CULVERTS LOCATED WITHIN CITY OF RENTON RIGHT-OF-WAY SHALL BE OF SUFFICIENT LENGTH TO PROVIDE A MINIMUM 3:1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE BOTTOM OF THE DITCH. 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. 20. 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. 21. DRAINAGE OUTLETS (STUB -OUTS) SHALL BE PROVIDED FOR EACH INDIVIDUAL LOT, EXCEPT FOR THOSE LOTS APPROVED FOR INFILTRATION BY THE CITY. STUB -OUTS SHALL CONFORM TO THE FOLLOWING: A. DRAINAGE OUTLETS (STUB -OUTS) SHALL BE PROVIDED FOR EACH INDIVIDUAL LOT, EXCEPT FOR THOSE LOTS APPROVED FOR INFILTRATION BY THE CITY. STUB -OUTS SHALL CONFORM TO THE FOLLOWING: B. DRAINAGE OUTLETS (STUB -OUTS) SHALL BE PROVIDED FOR EACH INDIVIDUAL LOT, EXCEPT FOR THOSE LOTS APPROVED FOR INFILTRATION BY THE CITY. STUB -OUTS SHALL CONFORM TO THE FOLLOWING: C. PIPE MATERIAL SHALL CONFORM TO UNDERDRAIN SPECIFICATIONS DESCRIBED IN CHAPTER 4 OF THE SURFACE WATER DESIGN MANUAL AND, IF NON-METALLIC, THE PIPE SHALL BE PLACED IN A TRENCH WITH A TRACING WIRE ABOVE OR OTHER ACCEPTABLE DETECTION. D. PRIVATE DRAINAGE EASEMENTS ARE REQUIRED FOR DRAINAGE SYSTEMS DESIGNED TO CONVEY FLOWS THROUGH INDIVIDUAL LOTS. E. THE APPLICANT/CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE LOCATIONS OF ALL STUB -OUT CONVEYANCE LINES WITH RESPECT TO OTHER UTIU11ES (E.G. POWER, GAS, TELEPHONE, TELEVISION). F. ALL INDIVIDUAL STUB -OUTS SHALL BE PRIVATELY OWNED AND MAINTAINED BY THE LOT HOME OWNER. G. STORM DRAINAGE PIPE SYSTEMS SHALL NOT PENETRATE BUILDING FOUNDATIONS, EXCEPT FOR SUMP PUMP DISCHARGE LINES USED TO DRAIN CRAWL SPACES, PROVIDED THE SUMP PUMP SYSTEM INCLUDES BACKFLOW PREVENTION OR A CHECK VALVE. 22. ALL DISTURBED PERVIOUS AREAS (COMPACTED, GRADED, LANDSCAPED, ETC.) OF THE DEVELOPMENT SITE MUST DEMONSTRATE ONE OF THE FOLLOWING: THE EXISTING DUFF LAYER SHALL BE STAGED AND REDISTRIBUTED TO MAINTAIN THE MOISTURE CAPACITY OF THE SOIL, OR; AMENDED SOIL SHALL BE ADDED TO MAINTAIN THE MOISTURE CAPACITY. 23. PROOF OF LIABILITY INSURANCE SHALL BE SUBMITTED TO THE CITY PRIOR TO CONSTRUC11ON PERMIT ISSUANCE. 24. ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMITS BY THE CITY OF RENTON DOES NOT RELIEVE THE OWNER OF THE CONTINUING LEGAL OBLIGATION AND/OR LABILITY CONNECTED WITH STORM SURFACE WATER DISPOSITION. FURTHER, THE CITY OF RENTON DOES NOT ACCEPT ANY OBLIGATION FOR THE PROPER FUNC110NING AND MAINTENANCE OF THE SYSTEM PROVIDED DURING CONSTRUCTION. 25. 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. 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 SPECIFICA11ONS 1-07-23 TRAFFIC CONTROL SHALL APPLY. 26. PROJECT LOCATED WITHIN THE AQUIFER PROTECTION AREA (APA) SHALL COMPLY WITH SPECIAL REQUIREMENT #6 OF THE SURFACE WATER DESIGN MANUAL AND AQUIFER PROTEC11ON REGULATIONS (RMC 4-3-050). A7 IRESIDIENTIALORCOMMERCIAL DRIVEWAYS, AND: ALLEYS i TOP OF R©ADWAY GigWkmooain', Public WarksAcimlinisfratm REMOVE LOOSENED ASPHALT 3/4"DIA. X 12" LONG DOWEL = BAR 0 18" ON CENTER 6" EXISTING RIGID BASE* MIN. 12" MIN. COMPACTED TRENCH BACKFILL AS DIRECTED BY THE ENGINEER A PORTION OF THE SW 1/4 OF THE 1/4 OF SECTION 08, TWN 23N, RNG 05E WILLAMETTE MERIDIAN, KING COUNTY, WASHINGTON ASPHALT CONCRETE OVERLAY SAW CUT SHALL BE VERTICAL 2" MIN, AND IN STRAIGHT LINES AS CEMENT DIRECTED BY THE ENGINEER TRIM CONCRETE EXISTING CONCRETE VERTICALLY PAVEMENT EPDXY COATED 6" MIN. ONALLOURDOWEL BARS SIDES 12" 1- - COMPACTED CRUSHED SURFACING TOP COURSE. CUT AND PANEL REPLACEMENT DETERMINATION: FULL CEMENT CONCRETE PANEL REPLACEMENT: FOR CEMENT CONCRETE SURFACE STREETS, THE MINIMUM RESTORATION SHALL BE FULL PANEL REPLACEMENT, IF ONE OR MORE OF THE FOLLOWING CONDITIONS EXIST: Less than ten (10) yrs old Ten (10) yrs or older. Additional Requirements Local Access without Bus Route No No Local Access with Bus Yes Yes Route Intersection (All Yes Yes Plus one panel beyond Streets the curb return 40% Removal Yes Yes Excellent Condition (based on visual and/or Yes Yes non-destructive testing) Principal, Minor, Yes, If twenty-four (24) Yes, If twenty-four (24) Collector Arterial and square feet or more of square feet or more of all streets in CBD any panel needs to be any panel needs to be and all bus route patched patched *CDF BACKFILL MAY BE USED IN LIEU OF RESTORING EXISTING RIGID BASE AT THE DISCRETION OF THE ENGINEER. TYPICAL PATCH FOR RIGID PAVEMENT PAVEMENT PATCHING AND -RESTORATION DETAIL Gl p� ADOPTED CITY OF RENTON e a STANDARD PLANS LST DATE:04/04 DATE REVISION BY PPR' DWG. NAME: H033 SP PAGE: H033 else r.s�saLtc VNIM V rs t e'er. . a>ita: :.. . . ia� rrrF.� k 7i w w......www+W-w.r:. .... .lam 4..: &`CitA0CT6aN :}t£I?%t'1 . Ssi i Iatt PLAN' :.?11A... NCiT6s cta li tf �iMILAft} ;y SWnW, A Tt1u �""�rAutwroTH For IS see STD. PLAN 104.2.. T 1 DRIVEWAY DESIGN SLOPES ARE SHOWN ON SHEET C4. SLOPES SHOWN ON STANDARD PLAN 104.4 ARE FOR GENERAL REFERENCE ONLY. . P -- 10. PUBliC WbRKS CEMENT CONCRETE DRIVEWAY DEPARTMENT ENTRANCE - TYPES CIB, C28, and(WITH 1 1 `1."` RENTON, WA 98056 ILT RECORD NOTE THE SHOWN HORIZONTAL AND VERTICAL LOCATIONS OF THE STORM DRAINAGE AND ROAD SYSTEMS WAS FIELD SURVEYED BY ME OR UNDER MY DIRECTION. THOSE RELYING ON THIS RECORD DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF ITS ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. DEPARTMENTPUBLIC WORK 'i1II R-390606 c0 0 a� 1 O I W TO co \I 1 N rev 7' I ,B T NOT TO .SCALE MANHOLE FRAME AND COVER SEE STD. PLAN 401 ADJUSTMENT RINGS (2" MIN.) SEE NOTE 6 MORTAR :JOINT(S} (3/8" MIN.) SEE NOTE 5 CONE (ECCENTRIC) RUBBER GASKETED JOINTS IN ACCORDANCE WITH ASTM 0-443 STEPS - POLYPROPYLENE STEPS SHALL BE INCLUDED CONCRETE RISER BY PIPE INC., OR. APPROVED EQUAL. LADDER-f OL:YPROPYLENE SHALL. BE ATTACHED TO MANHOLE MAX: PIPE SIZE :- "E' CONCRETE SHELF PRECAST BASE SECTION OR CAST IN SHELF. IA, "D, ,C, 'D' ,E, 4e MH 4.8" f;" MIN. 5"MIN 24" MIN,. 54" MH 54 1 8" MIN. 5.5" MIN. 24" MIN, 24" I.D. SO" MH 60" 1 8" MIN. 6" MIN, 42" MIN., 30" I.D. NOTES: 1. STEPS TO BE POLYPROPYLENE SAFETY STEPS. 24 STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS AREANSTALLEDw 3. CASTING SHALL BE PER STD. PLAN 401. S 4. MANHOLE SECTIONS TO 8E OF REINFORCED PRECAST CONCRETE. .5i .ALL JOINTS BETWEEN THE CONE,. RISER RINGS, BRICKS AND CASTING SHALL BE GROUTED. 6. ADJUSTMENT OF THE CASTING TO GRADE SHALL BE ACCOMPLISHED WITH A COMBINATION OF ADJUSTMENT RINGS, BRICKS AND MORTAR ONLY. BRICKS SHALL BE STAGGERED TO CREATE A RUNNING BOND OR 1/2 BOND. THE USE OF SHIMS IS PROHIBITED: 7: SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING, COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING; WASSER MC--AROSH18W OR APPROVED EQUAL; COLOR OF COATING SHALL BE WHITE. 8; RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE WITH ASTM C-443. 9. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 OF THE INSIDE DIAMETER OF THE LARGEST PIPE. 10. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR-N-SEAL BOOTS OR APPROVED EQUAL. 11. IN UNIMPROVED AREAS;: MANHOLES SHALL EXTEND A MINIMUM OF 6" AND A :MAXIMUM OF 12" ABOVE FINISHED GRADE OR MUST HAVE A MINIMUM 2' DIAMETER CONCRETE RINGS POURED AT GRADE: IN PAVED AREAS, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. PUBLIC WORKS . PLAN 4004 DEPARTMENT S"i" SANITARY HOLE cp SEPTEMBER 2011 tt tf)alEil'�CE�1'%rt�i;` c tr is T'd rla . it ltaa A . l Tea ��i�T��,�T:��),I��I. Ip T1110 a S1'b, PIAN :aop tit O.D. limits of pipe O.D. L w(see rote 4) �I 3' max. T m compaction r I limit of pipe zone bedding 1' - 0° material b for flexible _ pipe (see note 6) 0.16 O.D. min. m O.D. limits of pipe Q compaction 0.65 O.D. min. foundation level gravel bail _- --'-®' gravel backfiil for - for pipe bedding foundations when specified - - • A = 4' min. Zr I.D. and under 6° min., over 2T I.D. A. Metal and Concrete Pipe Bedding for Flexible Pipes s an span Tmi span 3' max max Flexible Pipe NOTES: .-g° 1. Provide uniform support under barrels. 2. Hand tamp under haunches. 3. Compact bedding material to 95% max: density; directly N over pipe, hand tamp only. 0.15 ttae min. 4. See "Excavation and Preparation of Trench" in sanitary sewers section of the standard WSDOT/APWA limits of pipe specifications for trench width "W" and trenching compai �0.65 rise min. options. The pipe zone will be the actual trench width. The minimum concrete width shall be 1 I I.D. =18". 9 revel bacMll gravel baddll for 5. Trench backFlll shall conform to "BackFllling Sewer for pipe bedding foundations when 5paoieea Trenches" In the sanitary sewers section of the WSDOT/APWA standard specifications, except that rocks or lumps larger than V per foot of pipe diameter B. Pipe - Arch installation shall not be used in the backfill material. 6. See "Bedding Material for Flexible Pipe" in aggregates ndard specifications section of the WSDOT/APWA standard for the material specifications. Rigid Pipe NOTES: 1. Pipe compaction limits shown on this plan are for pipe construction in an embankment. For pipe construction in a trench, the horizontal limits of the pipe compaction zone shall be the walls of the trench. 2. All steel and aluminum pipe and pipe -arches shall be installed in accordance with design A. 3. Concrete pipe with elliptical reinforcement shall be installed in accordance with design A. 4. Concrete pipe, plain or with circular reinforcement, shall be installed with design A. 5. 0. D. is equal to the outside diameter of a pipe or the outside span of pipe -arch. The dimensions shown as O.D. with 3' maximum shall be O.D. until O.D. equals 3; at which point T shall be used. ' 1'-0" for diameters 12" through 42" and spans through 50". 2'-0' for diameters greater than 42" and spans greater than 50". Backfili material placed in 0.6 loose layers and compacted to 95% maximum density. Method B or C compaction (WSDOT/APWA) standard specifications.) Pipe Size Min. disc. between barrels circular pipe conc., LCPE, CMP (diameter) 12" to 24" 12" 30" to 96" diam. / 2 102" to 180" 48" pipe - arch metal only (span) 18" to 36" 12" 43" to 142" span / 3 148" to 199" 1 48" �zY O *�+ PUBLIC WORKS PIP PI STD" P- 220.00 DEPARTMENT DESIGN AND BACKFILL MARCH 2O08 3" 6" HOT MIX ASPHALT, CLASS # INCH FRAME AND VANED GRATE nfi � '�• 6" OR 12' ONE #3 BAR HOOP FOR 6" HEIGHT TWO #3 BAR HOOPS FOR 12" HEIGHT RECTANGULAR ADJUSTMENT SECTION A/ #3 BAR EACH CORNEF #3 BAR EACH SIDE #3 BAR EACh ..,.. PRECAST BASE SECTION #3 BAR EACH CORNER 18" MIN #3 BAR HOOP PIPE ALLOWANCES MAXIMUM PIPE MATERIAL INSIDE DIAMETER REINFORCED OR 12„ PLAIN CONCRETE ALL METAL PIPE 15, CPSSP* 12" (STD. SPEC. M5.20) SOLID WALL PVC 15" (STD. SPEC. 9-05.12(1)) PROFILE WALL PVC 15" (STD. SPEC. 9-05.12(2)) CORRUGATED POLYETHYLENE STORM SEWER PIPE NOTES 1. As acceptable altematives to the rebar shown in the PRECAST BASE SECTION, fibers (placed according to the Standard Specifications), or wire mesh having a minimum area of 0.12 square inches per foot shall be used with the minimum required rebar shown in the ALTERNATIVE PRECAST BASE SECTION. Wire mesh shall not be placed in the knockouts. 2. The knockout di r shall not be greater than 20". Knockouts shall diameter e a have a wall thickness of 2" minimum to 2.5" maximum. Provide a 1.5" a minimum gap between the knockout wall and the outside of the pipe. After the pipe is installed, fill the gap with joint mortar in accordance with Standard Specification 9-04.3. 3. The maximum depth from the finished grade to the lowest pipe invert shall be 5'. 4. The frame and grate must be installed with the flange down. 5. The Precast Base Section may have a rounded floor, and the walls may be sloped at a rate of 1:24 or steeper. 6. The opening shall be measured at the top of the precast base section. 7. All pickup holes shall be grouted full after the basin has been placed. 8. All grade rings and castings shall be set in mortar in accordance with Standard Specification 9-04.3. SEE NOTE 1 ALTERNATIVE PRECAST BASE SECTION 4�y o STD. P - 200.00 PUBLIC WORKS BASINP I �NTo� DEPARTMENT MARCH 2O08 �- 95% COMPACTED, 1 1 /4" CRUSHED SURFACING BASE COURSE, WSDOT I�IIII�IIIII�IIIII�IIIII�IIIII�II_II 9-03.9(3) OTE 95% COMPACTED SUBGRADE 1. DEPTHS ARE COMPACTED THICKNESS. DRIVE AISLE SECT90N NI°S. 2„ 4" a m1amp. 's HOT MIX ASPHALT, CLASS INCH 95% COMPACTED, 1 1/4" _ CRUSHED SURFACING BASE COURSE, WSDOT I�IIIIIIIIII�IIIII�IIIII�IIIII�IIII 9_03.9(3) NOTE 95% COMPACTED SUBGRADE 1. DEPTHS ARE COMPACTED THICKNESS. I S TION N.T.S. Mill 6" FLEXIBLE PERFORATED TO INFILTRATIO TRENCH PLAN VIEW SUMP WITH SOLID LID ROOF DRAIN OVERFLOW WYE SPLASH BLOCK FROP TEE TO INFILTRATION 1' MIN TRENCH 1' MIN. SUMP FINE MESH SCREEN 15' MIN.Wi TYPE 1 CB SUMP WITH SOLID LID SEDIMENT CONTROL STRUCTURE N TS 1 ? I A 5' R 5' R 0.50' TOP OF D 0.50' I WALL ELEV. i OQ p� HEIGHT VARIES VARIES I SEE SHEET C4. -_ II o ' 2.091DEL U1 a 2.07.TYP. I I I /..................................... i................................:.....::::.::::.::..: I .::.:::::..,:::..:.::::::::::::::.:-:- ..................................................................... .::.:..:.:....:::......:...:....................................:.........................................:::::::::: ::... II_ . ...... ...................:..................... - - -III-III II II II /����//����� _ - - - - -III-III-III-III III - - II-�- I I=1 I I=1 I I-1 I I=1 11= I I III I I /�\//��//�✓� CONCRETE CEMENT =� 4 CONCRETE CEMENT 2" CSTC a. l�l 2" CSTC / TOP OF WALL ELEV. =1 I - = BOTTOM OF WALL ELEV, BOTTOM OF WALL ELEV. I WALL NOTES: HEIGHT VARIES, SEE SHEET C4. 1) THE WALLS SHOWN ARE FOR GRADING PURPOSES ONLY. WALLS OVER 4-FEET REQUIRE I I A BUILDING PERMIT. I FILL I CUT 2) WALLS OVER 2.5 FEET MUST PROVIDE A RAILING OR FENCE. 3) RETAINING WALLS ARE LIMITED TO 6-FEET IN HEIGHT. GENERAL CONCRETE 'WALKWUY [PRIVATE] 3 N.T.S. COVER VARIES (1.00' MIN.) FINISHED GRADE ELEV. 196.00 ASBUILT RECORD NOTE THE SHOWN HORIZONTAL AND VERTICAL LOCATIONS OF THE STORM DRAINAGE AND ROAD SYSTEMS WAS FIELD SURVEYED BY ME OR UNDER MY DIRECTION, THOSE RELYING ON THIS RECORD DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF ITS ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. WASHED DRAIN ROCK 48LF 6" PERFORATED 1.5"0 TO 0"75"0 ADS N-12 PIPE ® 0.00% WRAPPED IN GEOTEXTILE I FILTRATION T CH SECT[ FABRIC. NTS 1. CONTRACTOR SHALL EMPLOY REASONABLE MEANS TO AVOID COMPACTION OF THE INFILTRATION SURFACE, SUCH AS THE USE OF LIGHT TRUCKED EQUIPMENT, DRAGLINES, TRACK HOES, ETC. THE INFILTRATION AREA SHALL BE FLAGGED OR MARKED WHEN IT HAS BEEN EXCAVATED TO A DEPTH OF 4 FEET FROM THE FLOOR OF THE INFILTRATION FACILITY TO KEEP HEAVY EQUIPMENT AND RUBBER TIRED VEHICLES FROM ENTERING THE AREA. 2. AFTER EXCAVATION OF THE INFILTRATION GALLERY TO FINAL DEPTH, CONTRACTOR SHALL COORDINATE' WITH THE'ENGINEER TO ARRANGE FOR INFILTRATION TESTING. SUFFICIENT TIME SHALL BE ALLOWED FOR TESTING AND POSSIBLE REVISIONS TO THE GALLERY CON FIGURA11ON RESULTING THEREFROM. 3. THE TYPE OF FLOW CONTROL BMP IS LIMITED INFILTRATION. 12' 48LF 6" PERFORATED -� ADS N-12 PIPE ® 0.00% I ILT IO CTI WRAPPED IN GEOTEXTILE FABRIC. NTS CAP END ON PIPE S-390602 R-390607 cD TO (3) I O I r) W O CM I CV I rr TO (3) y t. J N In WATER PLAN GENERAL NOTES Standard Plan No. 300 1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE CRY OF RENTON PUBLIC WORKS STANDARD SPECIFICATIONS AND SPECIAL PROVISIONS AND WSOOT / APWA STANDARD SPECIFICATIONS, LATEST EDITION AS AMENDED BY THE CITY OF RENTON. A SET OF CITY APPROVED PLANS SHALL BE KEPT AT THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. A PRE -CONSTRUCTION CONFERENCE SHALL BE HELD PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR AND OR DEVELOPER SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION. 2. ALL EXISTING UTILITIES SHALL REMAIN IN SERVICE DURING CONSTRUCTION UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL CALL 1-SM-424-5555 TO VERIFY UTILITY LOCATIONS BEFORE BEGINNING EXCAVATION. 3. ALL MATERIALS USED FOR THE CONSTRUCTION OF WATER SYSTEM IMPROVEMENTS SHALL BE NEW AND UNDAMAGED, AND "CATALOG CUTS" FOR ALL MATERIALS SHALL BE APPROVED IN WRITING BY THE CITY OF RENTON PRIOR TO BRINGING ANY MATERIALS ON -SITE. 4. ALL WATER MAIN PIPE MATERIALS SHALL BE CEMENT LINED DUCTILE IRON PIPE, THICKNESS CLASS 52 PER AWWA C 151 AND C 104. PIPE JOINTS SHALL BE PUSH -ON OR MECHANICAL JOINT. CAST IRON OR DUCTILE IRON PIPE FITTINGS SHALL BE CLASS 250 AS PER ANSI/AWWA C110/A21.10-82. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE WRAPPED WITH 8-MIL BLACK, TUBE -TYPE, POLYETHYLENE PLASTIC PER AWWA C105 STANDARDS. 5. MINIMUM COVER FROM TOP OF WATER MAINS TO FINISHED GRADE SHALL BE 36 INCHES FOR PIPE DIAMETER OF 10-INCH OR LESS AND 48 INCHES FOR PIPE DIAMETER OF 12-INCH AND LARGER. MAXIMUM COVER FOR ALL WATER MAINS SHALL BE 60 INCHES. ANY DEVIATIONS MUST BE APPROVED BY THE CITY OF RENTON PRIOR TO CONSTRUCTION. WHERE UTILITY CONFLICTS OCCUR, THE PROFILE OF THE WATER MAIN SHALL BE ADJUSTED AS NECESSARY TO CLEAR CONFLICTS AND TO PROVIDE MINIMUM COVER. PIPE DEFLECTION SHALL NOT EXCEED ONE-HALF OF PIPE MANUFACTURER'S SPECIFICATION FOR SIZE OF PIPE USED. ALL TRENCH BACKFILL SHALL BE COMPACTED TO 95 PERCENT MAXIMUM DRY DENSITY AS DETERMINED BY THE MODIFIED PROCTOR TEST METHOD (MOD) IN ROADWAYS, ROADWAY SHOULDERS, ROADWAY PRISM AND DRIVEWAYS, AND 85 PERCENT MOD IN UNPAVED AREAS. ALL PIPE ZONE COMPACTION SHALLBE95 MDD. 6. CONCRETE BLOCKING FOR WATER MAINS SHALL BE DESIGNED, INSTALLED AND POURED IN PLACE IN ACCORDANCE WITH Cull OF RENTON STANDARD DETAILS AND SPECIFICATIONS AND SHALL BE INSTALLED AT ALL VERTICAL AND HORIZONTAL BENDS, FITTINGS AND BASE OF HYDRANTS. MEGA -LUGS (OR SIMILAR PRODUCT) MAYBE REQUIRED ON ALL MECHANICAL JOINTS IN ADDITION TO CONCRETE BLOCKING. 7. ALL NEW WATER MAIN PIPES AND FITTINGS SHALL HAVE A FOAM PIPE PIG RUN THROUGH THEM PRIOR TO BEING FLUSHED, DISINFECTED, AND TESTED. CLEANING, PRESSURE AND PURITY TESTING SHALL BE DONE IN THE PRESENCE OF AND UNDER THE SUPERVISION OF A CITY OF RENTON UTILITY INSPECTOR. THE CONTRACTOR SHALL SUPPLY, INSTALL AND REMOVE PLUGS, CORPORATION STOPS, BLOW -OFF ASSEMBLIES, AND THRUST RESTRAINT / BLOCKING FOR TESTING AND PURITY ACCEPTANCE. NO CONNECTION SHALL BE MADE BETWEEN THE NEW MAIN OR BETWEEN THE NEW WET -TAP VALVE TO AN EXISTING MAIN UNTIL THE NEW PIPING HAS BEEN FOAM -PIGGED, DISINFECTED, FLUSHED, AND PASSED BOTH PRESSURE AND PURITY TESTING. 8. NEW WATER MAINS INCLUDING SERVICE LATERALS SHALL BE TESTED AT A STATIC PRESSURE OF 150 PSI ABOVE WORKING PRESSURE WITH A MINIMUM OF 225 PSI TEST PRESSURE FOR 120 MINUTES WITH A MAXIMUM OF 5 PSI PRESSURE DROP DURING THE ENTIRE TEST PERIOD. UPON SATISFACTORY COMPLETION OF THE PRESSURE TEST, THE LINE SHALL BE DISINFECTED, FLUSHED, AND THEN WATER SAMPLES SHALL BE TAKEN FOR PURITY TESTING BY THE PUBLIC WORKS INSPECTOR. 9. THE CONTRACTOR SHALL NOTIFY THE CITY OF RENTON WATER UTILITY AND MAINTENANCE DEPAR TMENTS RTMENTS AT LEAST 10 WORKING DAYS PRIOR TO MAKING CONNECTIONS TO THE EXISTING WATER SYSTEM. THE CONTRACTOR SHALL EXPOSE THE EXISTING WATER MAIN AND FITTINGS AT THE CONNECTION POINT BEFORE ORDERING THE NECESSARY ADAPTORS AND FITTINGS REQUIRED FOR THE FINAL CONNECTION. THE CONTRACTOR SHALL EXCAVATE, REMOVE ALL SURFACE MATERIALS, AND PROVIDE SHORING AND ALL MATERIALS REQUIRED FOR THE CITY OF RENTON TO PERFORM THE CONNECTION TO THE EXISTING WATER SYSTEM, THE CONTRACTOR SHALL PROVIDE AND INSTALL BACKFILL, CONCRETE BLOCKING, AND COMPLETE SURFACE RESTORATION. . P - 300.0 ID PUBLIC WORKSDEPARTMENT MARCH 2O10 INSIDE HOUSE PREFERRED CONFIGURATION 5 co_T 3 10 8 10 4 2 FLOW OUTSIDE FOUNDATION 5 6 9 5 SAWDUST FILL 24" MIN. 6" 2 10 3 10 8 10 4 2 FLOW FOR 3/4" AND 1" SERVICE (3/4" SHOWN) # ITEM AMT 1 90' GALVANIZED STEEL ELBOW 4 EA. 2 3/4" PACKING JOINT COUPLING W/MALE IRON PIPE 2 EA. THREAD FOR COPPER PIPE SERVICE: FORD C84-33 OR EQUIVALENT FOR GALVANIZED PIPE SERVICE: FORD C85- 33 OR EQUIVALENT 3 PRESSURE REDUCING VALVE W/STRAINER - 3/4" 1 EA. WITH UNION COUPLINGS AT INLET AND OUTLET, WILKINS 600 SERIES OR EQUAL (WITH INTERNAL BYPASS AND STRAINER) 4 3/4" CLOSE UNION - BRASS (M X F) 1 EA. 5 3/4" BRASS VALVE VARIABLE 6 12" STANDARD METER BOX W/SOLID COVER 1 EA. CONCRETE: 17 1/4 X 28 5/8 INSIDE DIMENSIONS, EQUAL TO FOG TITE METER SEAL CO. +2 PLASTIC: 13 X 24 j INSIDE DIMENSIONS, EQUAL TO BROOKS METER BOX 7 3/4" GALVANIZED STEEL PIPE, THREADED, LENGTH AS VARIABLE REQUIRED 8 3/4" X 1/4" X 3/4" STD, BRASS TEE 1 EA. 9 1/4" PETCOCK (M X F) I EA. 10 3/4" BRASS NIPPLE VARIABLE FUNCTION THE FUNCTION OF A PRESSURE REDUCING VALVE IS TO REDUCE HIGH-WATER PRESSURES IN THE SERVICE CONNECTION TO AN ACCEPTABLE RANGE OF 55 TO 75 PSI INSTALLATION OF A PRESSURE REDUCING VALVE IS REQUIRED WHERE THE SERVICE CONNECTION PRESSURE EXCEEDS 80 POUNDS PER SQUARE INCH IN ACCORDANCE TO THE UNIFORM PLUMBING CODE. INSTALLATION THE PRESSURE REDUCING VALVE SHALL BE LOCATED ON THE CUSTOMER'S PROPERTY "DOWNSTREAM" OF THE METER BOX. RESPONSIBILITY FOR PROPER INSTALLATION, OPERATION, AND MAINTENANCE OF THE VALVE SHALL BE ASSUMED BY THE CUSTOMER. THREE POSSIBLE CONFIGURATIONS FOR INSTALLATION OF THE VALVE ARE SHOWN ABOVE. A BUILDING DEPARTMENT PLUMBING PERMIT IS REQUIRED PRIOR TO INSTALLATION PUBI.AC WOI.KS 3/4" & 1" INDIVIDUAL PRESSURE REDUCING STD. P - 340>5 DEPARTMENT VALVE ASSEMBLY( ` r1 MARC[• �,.1 J MONTERRA A PORTION OF THE SW 1/4 OF THE NE 1/4 OF SECTION 08, TWN 23N, RNG i .„ WILLAMETTE MERIDIAN, KING COUNTY, WASHINGTON 13"x24" PLASTIC METER BOX EQUAL TO MID -STATES PLASTIC, INC. BCF SERIES MSBCF 1324-18 WITH 1.75" THICK DUCTILE an. PRIVATE IRON DIAMOND PLATE COVER EQUAL TO MID -STATES PLASTICS, INC. MSCBC-1324-R WITH READER LID AND 2" DRILLED HOLE PIPING PIPING FOR TOUCHREAD PIT LID (SEE DETAIL A -A) JI IN UNIMPROVED RIGHT OF J WAY INSTALL METER BOX AT PROPERTY LINE WITH 12" w LONG COPPER TAILPIECE. w 9" MIN ( SIDEWALK 0 12" MAX 0-a ftf FINISH GRADE Z ¢ Ir TOUCHREAD WATER o METER TO BE 12" zx SUPPLIED BY THE � - 36" MIN COVER N CITY > TYPE "K" SOFT = o 22-1 /2' COPPER TUBING N n " NEW DUCTILE IRON WATERMAIN IF SERVICE LINE TO HOUSE IS 3/4" OR 1" TO BE INSTALLED IN THE FUTURE GALVANIZED INSTALL FORD C14-33 OR 44 FIPT PLUG x COMPRESSION COUPLING LOOP DOWN TO CENTERLINE OF WATER MAIN TO PROVIDE SLACK IN COPPER COPPERSETTER FOR 5/8'0/4" METER: FORD SERVICE LINE TO METER. VBH72-15W-44-33G, OR McDONALD BRASS: 21-215WCQQ33, OR MUELLER: 3/4-B-2470-2 WITH ANGLE BALL VALVE ON INLET AND SINGLE CHECK VALVE ON OUTLET CORPORATION STOP WITH BALL VALVE. FORD COPPERSETTER FOR 1" METER: FORD VBH72-15W-44-44G, OR TAPERED THREAD (CC). QUICK JOINT McDONALD BRASS: 21-415WCQ044, OR MUELLER: 1-8-2470-2 (3/4" F81000-3-Q) OR AY MCDONALD 47018 BOTH INLET AND OUTLET WITH QUICK JOINT. PADLOCK WINGS ON (1" F81000-4-Q) OR AY MCDONALD 4701E INLET ANGLE BALL VALVE AND SINGLE CHECK VALVE ON OUTLET. ALL FITTINGS SHALL BE WITH QUICK JOINT. NOTE: ALL METER BOXES INSTALLED WITHIN CONCRETE OR PAVED DRIVEWAYS SHALL BE CAST-IRON EQUAL TO OLYMPIC FOUNDARY- EXPANSION JOINTS MUSH BE INSTALLED ON BOTH SIDES OF METER BOX. A- A DRILL 2" DIA. HOLE FOR AMR (AUTOMATIC METER READ) TOUCHREAD DEVICE T 2-1/2" MIN. FROM NEAREST ANDFRONT EDGE OF PIT LID TYPICAL RIB NOTE: THE CENTER OF THE HOLE MUST BE AT LEAST 1" FROM UNDERNEATH RIBS UNLESS THE RIB SPACING ALLOWS THE NUT TO TIGHTEN AGAINST THE OPEN SIDE OF MORE THAN ONE RIB. r Y PUBLIC WORKS 3/4" AND 1" WATER SERVILE STD. P - 520.1 DEPARTMENT a a ti0VliM13E1t 2000 SEDDINI3 MATERIAL FOR SANITARY SEWER PIPE ,(SEE NOTE 5) FOUNDATION LEVEL KDOING FOR SANITARY SEWER as NOTES ; 1. PROVIDE UNIFORM SUPPORT UNDER SARRREL" 2. HAND TAMP UNDER HAUNCHES. 3, COMPACT BEDDING MATERIAL TO 9SX MA)L DENSITY EXCEPT DIREGTI:Y OVER PIPE. HANQI TAMP ONLY., 4 Pi 1P� - ,N�TALt�TION ;SFIALL 8E PER SECTION � DS .0F THE STANDARD SWICIF CAMONS.. 5. PIPE ZONE MATERIAL SHALL BE PER SECTION 9-03190.) OF THE STANDARD SPECIFiCA-vo i.S OR P .GRAIL. % PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE: FI-OW UNE IS MAINTAIMED. 7 TREhiCH IMDTH flAtl, BE PER SECTION 2 09:4 OF THE STA, NQ iNI} Sf'ECIFIGAWNS. . " •PIPE BEDDING yf�c. ' SANITARY aiSEWERS F I-" L /-\ IN TO CITY METER STACKED METER SECTION\-6" MIN. FREE BOXES DRAINING GRAVEL NOTES: 1- ALL DOUBLE CHECK VALVE ASSEMBLIES (DCVA 's) MUST BE LISTED ON LATEST LIST OF "BACKFLOW PREVENTION ASSEMBLIES APPROVED FOR INSTALLATION IN WASHINGTON STATE", PUBLISHED BY STATE OF WASHINGTON DEPARTMENT OF HEALTH. 2. THE OWNER/APPLICANT MUST OBTAIN A SEPARATE CITY OF RENTON PLUMBING PERMIT FOR THE INSPECTION OF THE INSTALLATION OF THE DCVA AND PIPING. THE OWNER SHALL FURNISH, INSTALL AND MAINTAIN THE DCVA AND ALL PIPING AND APPURTENANCES SHOWN ON THIS PLAN. 3. THE DCVA MUST BE TESTED BY A STATE CERTIFIED BACKFLOW ASSEMBLY TESTER AFTER ITS INITIAL T T INSTALLATION, AFTER REPAIRS AND ANNUALLY THEREAFTER OWNER'S EXPENSE. A COPY OF THE TEST REPORT SHALL BE SENT OR FAXED TO CITY OF RENTON WATER UTILITY ENGINEERING DEPT., ATTN: WATER UTILITY CROSS -CONNECTION CONTROL SPECIALIST, FAX NO. 425-430-7241. 4- DCVA AND METER BOX SHALL BE LOCATED ON PRIVATE PROPERTY AND AS NEAR AS POSSIBLE TO THE WATER METER. 'r' 74" TO 2" DOUBLE CHECK VALUE STD. PI N - 340.8 ` PUBLIC WORKS DEPARTMENT ASSEMBLY FOR IRRIGATION OR RESIDENTIAL FIRE SPRINKLER MARCH 2O10 C -ST IRON RING AND COVER BOLT DETAIL 46• Ala) SM- A'W (1 /B) +BEND . PIPE MATERIAL As SPECIFIED I B',.THE B&EER 1. 8" AND B." CLEAN -OUT P3140S AND COVERS ON SEWER MAINS SHALL BE. EAST JORDAN IRON-WOOKS, Md. No,. 3098 (PRODUCT 90, :00309903) 09 APPROVED EQUAL..CLEAN OUT SHALL 8E A WAITER TIGHT ASSEMBLY. 2. IN UNIMPROVED AREAS. POUR AVif THICK 2!� W SQUARE CONCREW. a -ASS 30Q0. PAOAROUND THE RING :AND COVER. ; . ........... I.N't . ... .. :. L s i UrY OF RENTON CALL48 HOURS®SPAR-rMEN7 T17 ci T 4- ®F I=UB lC W®RKS CV" - cu BEFORE YOU DIG co O OOO 0 AM*ROVM BY DATE DIAL 11 AF'PIRCSV® BY DATE APPROVES BY DATE: Q a_ Q 0- Q a - - APPROVED BY DATE PER Iip U16002091 SITE ADDRESSo 905 SUNSET BLVD NE RENTON WA 9505 SANITARY SEWER NOTES AND SPECIFICATIONS 1. ALL WORK AND WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICAl10NSI AS W APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. A SET OF APPROVED PLANS 1- I— SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION. w w 2, THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE PER CITY SPECIFICATIONS ON WEEKDAYS UNLESS OTHERWISE APPROVED ° IN WRITING BY THE PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT. AN APPROVED TRAFFIC CONTROL PLAN MUST BE OBTAINED PRIOR TO U O BEGINNING ANY WORK WITHIN PUBLIC RIGHT OF WAY. 3. ALL LOCATIONS OF EXISTING U11LIlIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE z O z O TRUE AND CORRECT LOCA11ON SO AS TO AVOID DAMAGE OR DISTURBANCE. 4. A PRE -CONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL ULIz W BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. (INSPECTION WILL BE Ir fr ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON.) IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PUBLIC O O WORKS INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. 5. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF } } WORKERS AND OTHERS ON THE CONSTRUCTION SITE. 3 U C) 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY 00 CONSTRUCTION. W n_ WQ a_ 7. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. ° 8. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. a a a a Q Z 0 TWF rnMTRA(TnR CUAII 17Rnunf:, TI-1F rITY nF PFNITMI WfITI-1 AM A4Z_PIIII T nRAWIMr OF TWF CAAIITARY CPIAIFR CVCTF'IA wwlr'W WAC BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. 10. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR ONE 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 SAME AS DESCRIBED. 11. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED UNLESS OTHERWISE APPROVED. 12. DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1988 METERS, AND FOR HORIZONTAL CONTROL SHALL BE NORTH AMERICAN DATUM 1983/1991 METERS UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS. 13. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFAC11ON OF THE DEPARTMENT FOR THE PREVENTION OF ON -SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. 14. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS, THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL AS WELL AS PLACEMENT AND COMPAC11ON OF REQUIRED BEDDING MATERIAL, TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6 INCHES ABOVE AND BELOW THE PIPE. 15. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS 50, UNLESS OTHERWISE APPROVED BY THE WASTEWATER UTILITY. 16. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 12 INCHES ABOVE FINISHED GRADE OR MUST HAVE MINIMUM 2' DIAMETER CONCRETE F INU VUUKtU Al UKAUt.IN VAVtU AKtA, UUVtK MUJ I JLUVt IN ALL UIN THE SHOWN HORIZONTAL AND VERTICAL LOCATIONS OF THE STORM DRAINAGE AND ROAD SYSTEMS WAS FIELD SURVEYED BY ME OR UNDER MY DIRECTION. THOSE RELYING ON THIS RECORD DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF ITS ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. ECTIONS TO MATCH PAVING. f�� E I '"', EX, SEWER MAIN PROPERTY LINE F'---'-SEWR TH AS NEEDED) zFir- -1 STURE n FUTURE 4` SIDE SEWER. 2"x 4" STUD MARKING POST PAINTED TEE )t G" TEE 6" CAP WHITE WITH THE WORD "SEWER" STENCILED IN 3" HIGH BLACK LETTERS AND-#B WIRE W I WRAPPED AROUND THE STUD AND S : EXTENDED TO THE TOP OF THE STUD. 1 i 6'X6®XW SURFACE CLEANOUT WITH CAST IRON RING AND COVEN t (EAST JORDAN IRON WORKS PRODUCT, NO. 00347BO2 OR APPROVED EQUAL, SPECIFY "SEWER" .ON URA (SEE STD, PLAN 403.1 FOR INSTALLATION) EAGLE THREADED CLEAN -OUT ADAPTER HUB ----- BEND AS PLUG(OR• APPROVED EQUAL) REQUIRED E:IgSTING SKNITARY MAill OTC.: IN OP FUTURE 4" ."SIDE ;SEWER 6" SEWER .STUB �8"WSO"X8" WYE �FUI.UIiE SEWER MAIN :51ZR X B" TEE A; 'ATRIA.ED *.AY MAIN - CUT IN ,A NEW PVC `TEE" USING 'STROOP-BACK.' FL 4OLE, CQUPPNQ$ (FERNCQ OR A10040146 EQUAL: W, CONCRETE MAIN - CUT IN A NEW: PVC: "TEE" USING' "STRONG. -BACK" FFLEXI . CxPUNGFRNORAVio .E& LOlAL, 0. PYC ABC 1900: PVC MAIN - CUT IN NEW TEE USING RIGIO. COUPLINGS: 4IR CORE- ORILLED WITH .. ROIAAC SADDLE'. (OR APPROVED EQUAL;). D. DUCTILE IKON MAIN - GORE -DRILLED WITH A ROMAG SADDL.E (OR APPROVED :EQUAL) E. MANHOLE CONNECTION = ALL CONNEC'RONS To MANHOLES, SHALL BE AT MANUFACTURED KNOCK-OUTS.OR THE STRUCTURE SHALL BE CORE-4RILLED. �5 OF ASkl i 702A hE4IST �Sj�N E�r'l t <A . e O Cat o0 �d+ d�+ cc)O I I o o0 00 � COO b ea 00 ai ....� a� tnpSU k m U 0 ♦ cn^ W M ® ® w e p� g N 9 N M d a ® 0 CC LAN �bd z ��qq V I� 0 0 CD Lu Q lailm 0 0 z Lu W O 0 Q at F_ W H- 0 U -- N O O O r a U Designed: DPS Drawn: MRL Checked: DPS Scale: NTS Date: 03.29.17 Job No,: 14038 Sheet No.: 9 of 14 Sheets R-390608 I S-390603 W-390602 0 C' C) I r) W 15' WATER AND SEWER EASEMENT AFN 7811080782 ASPHALT THICKENED EDGE MONTERRA A PORTION OF THE SW 1/4 OF THE NE 1/4 OF SECTION 08, TWN 23N, RNG 05E WILLAMETTE MERIDIAN, KING COUNTY, WASHINGTON 24' ACESS AND IITII ITIFS FA:�FNAFNT 90°00'00" (LLA) (ROS) 90°00'00" (LLA) (ROS) SSMH RIM=213.41 IE 12" CONC N=203.33 IE 12" CONC S=203.27 EAST RIDGE 0 N j �1, N co / FOUND 1 /2" IRON PIPE �� 7"X7" FENCE 0.66 WEST/0.11 NORTH OF PO T RECORD 2 DOWN N89°44'59"W 129.46' — — — — — — — — — — ----------- ---- --- 00 3' WOOD FENCE CONCRETE WALK S / FENCE CROSSES LINE 3.7' WEST OF CORNER �l S FENCE CROSSES LINE 0.7' NORTH OF CORNER 10 01 M U-) 1 4 O 00 d- o W co Q I Z uj UA W m ASPHALT Q I THICKENED F 1�N_ _9°43'11 " E _ 1325.19' 89°27'14" (LLA) (ROS) FOUND MON. IN CASE 190'31'50" (LLA) (ROS) 09/02/2016 L.wl-_ N O Q J J Lij 0 1_n 0 0 z al J _j , Lo (� 0/// 212 00 —CURB AND I� n I /j GUTTER / c I FOUND MON. IN CASE 09/02/2016 FOUND MON. IN CASE 09/02/2016 no ASPHALT THICKENED EDGE CB TYPE 1 RIM=213.19 IE 12" CONC S=210.74 IE 12" CONC N=201.94 0 /oo , CB TYPE 1 RIM=209.04 IE 12" CONC S=206.42 IE 12" CONC N=206.42 I y ' ,'SSMH RIM=207.80 % IE 12" CONC N=202.38 # IE 12" CONC E=202.34 # LADDER WEST (' SSMH RIM=207.76 IE 12" CONC N=199.91 IE 12" CONC S=199.84 � IE 12" CONC W=200.51 LADDER EAST J 7 Q J in 0 N o(J� Ld �z c� QQ Uj m LL_ O co Ln Q 0m N C� Ln 0 0 BENCH MARK #398 ELEV=285.09 10 0 5 10 20 1 inch = 10 feet. ASBUILT RECORD NOTE THE SHOWN HORIZONTAL AND VERTICAL LOCATIONS OF THE STORM DRAINAGE AND ROAD SYSTEMS WAS FIELD SURVEYED BY ME OR UNDER MY DIRECTION. THOSE RELYING ON THIS RECORD DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF ITS ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. HORIZONTAL DATUM ASSUMED THE EAST LINE OF THE NORTHEAST 1/4 OF SEC11ON 8 TOWNSHIP 23 NORTH, RANGE 5 EAST IS NORTH 00°15'57" EAST AS SHOWN ON CITY OF RENTON LOT LINE ADJUSTMENT RECORDING NUMBER 20070320900004 DATUMVERTICAL VERTICAL DATUM: NAVD 88 CITY OF RENTON MONUMENT #398 ELEVATION=285.085 SURVEY NOTES 1. THIS SURVEY COMPLIES WITH ALL STANDARDS AND GUIDELINES OF THE "SURVEY RECORDING ACT", CHAPTER 58.09 RCW AND 332-130 WAC. 2. EQUIPMENT USED: TRIMBLE 5600 TOTAL STATION 3. METHOD AND DATE OF MONUMENT LOCATION: FIELD TRAVERSE SEPTEMBER OF 2014 SURVEY REFERENCES (LLA) CITY OF RENTON LOT LINE ADJUSTMENT UNDER RECORDING NUMBER 20070320900004 (ROS) RECORD OF SURVEY UNDER RECORDING NUMBER 7711089006 SYMBOL..LE.GEND ❑ CATCH BASIN TYPE 1 STREET LIGHT o FOUND IRON PIPE O STORM DRAIN MANHOLE (S) SEWER MANHOLE 0 DECIDUOUS TREE o TELEPHONE RISER - FIRE HYDRANT ® WATER METER N WATER VALVE & HANDICAP RAMP ❑ JUNCTION BOX ROCK WALL CALL 48 HOURS BEFORE YOU DIG DIAL 811 R-390609 GENERAL LANDSCAPE NOTES 1. Contractor is responsible for obtaining all necessary permits from the appropriate agency,Prior to commencing work. Contractor shall contact Line Locators (811) a mina of 48 hours prior to any digging or trenching. If there are any discrepancies with existing lines and landscaping, it is the contractor's responsibility to' contact the landscape architect and request a site visit to address the conflicts. Contractor shall comply and conform to any and all local and state codes for work, schedules and any other project related requirements. 2. Contractor shall coordinate directly with the landscape architect for all landscape related issues, concerns, inspections and approvals. Contractor shall provide the landscape architect with a written request for a site visit to address any related items. 3. Scope of work shall include any and all specified and unspecified but related incidental work to achieve the design indicated on the landscape plans. All labor, materials, subcontractors, equipment, and related incidental items shall be supplied and installed to achieve a complete project, unless directed otherwise by the general contractor or landscape architect. 4. Contractor to verify all sub grades are set below required amendments to insure the finished grade will match what is intended by civil or drainage design. All sub grades and finished or final grades shall be graded to drain to the designed drainage system with positive drainage away from all structures. 5. Grade Preparation: All planting areas shall be cleaned of all construction and native debris, rocks 1" and larger, and any other objects considered harmful to plant life. The debris shall be hauled off site. All planting bed areas shall have the soil rototilled to a depth of 6 inches prior to topsoil installation. Planting bed Areas to receive a min. 6" layer of sandy loam topsoil (3-way mix or equivalent) free of weeds, sticks, rocks, and other debris. Contractor responsible for ensuring appropriate sub grade exists in all parking area planters. If sub grade is inadequate, it is contractors responsibility to coordinate costs and work required to prep beds for planting. 6. Mulching: All planting pits to receive a minimum of 3" of Medium grind black bark mulch. Top of all Mulching shall be'/" below - flush to the top of all paving surfaces. Provide for a min. 6" clearance of all mulches and lawns that are immediately adjacent to any building faces measured from the bottom of siding to the top of landscape surface. 7. Contractor shall field layout all plant material and contact the landscape architect for a site visit to approve the layout. Any field modifications shall be done by the landscape architect prior to planting. 8. Contractor shall immediately notify the landscape architect of any poor drainage condition in landscape areas. No standing water shall be permitted in any landscape areas - either on the surface or below the topsoil. The landscape architect shall coordinate the drainage solution with the general contractor and civil engineer. Once the concerns have been remedied planting shall commence. 9. All groundcover to be planted in a triangular spacing formation, equal in all directions to the centers of the groundcovers in distances indicated in the legend. Contractor shall verify all quantities of groundcovers by area calculations and spacing requirements. 10. Landscaping is to be per plan. Plant substitutions due to availability or otherwise will be allowed only with landscape architect, owner and agency approval. Any substitutions will be with material of similar size, growth characteristics, and quality. 11. All trees must be staked as necessary so as to maintain material in a healthy, vigorous growing condition. 12. Landscaping shall be installed in a professional workmanlike manner that is consistent and accepted throughout the industry. All landscape and irrigation work shall be performed by experienced persons familiar with scope of project. 13. All landscape material and labor is to be guaranteed for a period of one full year from the time of completion. 14. When planting 'Balled and Burlapped' product, gently place root ball in prepared hole with burlap still on the root ball. Remove all wire from any B&B plant material, cut jute strings and roll burlap off top of root ball. If burlap is green in color, carefully remove the entire burlap bag and all binding from the root ball. 15. Street trees shall have caliper size of at least 2" measure per American Association of Nurserymen Standards. 16. Street trees shall be high branching with canopy that starts at least 6' above finish grade. 17. All plant I.D. tags are to remain on the plant material until final inspection has been completed. Once approved all plant I.D. tags shall be removed and discarded appropriately. 18. Trees shall be cared for in accordance with the American National Standards Institute (ANSI) standard practices for trees, shrubs and other woody plant maintenance (ANSI 300) in order to allow them to reach there mature height and form. 19. Pruning of street trees shall be performed per the ANSI 300 standards so as to maintain the natural form of the tree, encourage vigorous growth to a mature spread and height, and avoid weakening the tree to create a hazard. Street trees shall not be topped pollarded, or otherwise pruned in a manner contrary to these goals, unless there is no practicable alternative that would preserve essential utility services. 20. Plant material selected is drought tolerant or native species. The project proponent shall be responsible for maintaining and watering all plant material throughout the first growing season and in times of drought. Temporary irrigation shall be provided via a hose bib located on the building. TEMPORARY IRRIGATION The project proponent shall ensure that a minimum of one (1) inch of water is supplied each week to the restoration area between May 1 and October 15 for a least the first two years following initial planting. The calculated amount of required water shall include both natural rainfall and temporary irrigation. / \ (X) / \ EQUIDISTAIO'• DISTANCE (X) PER PLANT LEGEND NOTES: ALL GROUNDCOVER SHALL BE PLANTED AT EQUAL TRIANGULAR SPACING AS SPECIFIED IN THE PLANT LEGEND. LOCATE GROUNDCOVER ONE-HALF OF SPECIFIED ON -CENTER SPACING FROM ANY CURB, SIDEWALK OR OTHER HARD SURFACE. WHEN PLANTING ON A STEEP SLOPE, MAINTAIN PLANT IN VERTICAL POSITION WITHIN PLANTING PIT. MAKE A RIM ON DOWNSLOPE SIDE OF PLANT PIT TO RETAIN R. MULCH TO DEPTH— % SPECIFIED IN NOTES FORM CONTINUOUS RIM BACKFILL W/ BACKFILL MIXTURE AS INDICATED IN NOTE IN 9" LAYERS. WATER AND TAMP TO REMOVE AIR POCKETS M M M ---------------------- ;s /0 r, r r, r f I I II I, II 11 If " TREES LOCATED OFF CS� i - — �— \� < A �- — — — — — — - — — — — — — — — — — — — -� i — — — — — - — — — — - REMOVE ALL WIRE WRAP AND PLASTIC WRAP. REMOVE BURLAP FROM TOP OF ROOT BALL MULCH & TOPSOIL OR AMENDED BASE, REFER TO LANDSCAPE () NOTES FOR DEPTH _ HEN B&B: REMOVE ALL III —III RE AND ROLL BURLAP OF _ F OF TOP OF ROOTBALL - � �f-III-III- -1 i i-1 I I=1 1- =� =1 I; NOTES: 1. PLANTING BACKFILL: 50% EXISTING SOIL, 50% 1/4 MINUS 2 X BALL DIA. COMPOST, MIXED THOROUGHLY 2. FOR MULCH TYPE SEE LANDSCAPE NOTES. 3. IF B&B AND BURLAP IS GREEN IN COLOR. REMOVE COMPLETELY BEFORE INSTALLING PLANT. LANDSCAPE PLAN rf­� LOW OR DCOVER TO COMODATE SIGHT DISTANCE / 90 ,Q A W ;/ SIRE T FREESW 41 17 s1 LOWSHR SS , r, r TREES SYMBOL QTY T1 2 b9 15 .+ 20 S1 DESCRIPTION Acer platanoides 'Crimson Sentry' Crimson Sentry Maple Calocedrus decurrens Incense Cedar Azalea'Girard's Hotshof Girards Hot Shot Azalea Nandina domestica c. 'Moonbay' MoonBay Heavenly Bamboo lam 2" Cal. Min. Well Formed 6' Ht. Min. Full / Compact 2 Gal. 2 Gal. Huechera varieties 1 gal. S6 Caramel, Marmalade, Dark Knight, Fire Chief, Green Cotoneaseter damerii 'Coral Beauty' 1 Gal. Coral Beauty Cotoneaster @ 24" O.C. Triangular Spacing LL Id r1l CO 4) �-a -0 PA Cd 0 O 19 CL REVISIONS: B. REVISED PER CITY COMMENTS C. REVISED W NEW BASE PLAN DRAWING ISSUED FOR: AGENCY REVIEW DATE: OCTOBER 21, 2016 STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT KATHERINE OWENS CERTIFICATE NO.692 PROJECT NO.: 1611 FILE NAME: 1611 LSC X-REFS: CES DRAWN BY: KLO CHECKED BY: KLO PLOT SCALE: 1:1 DRAWING SCALES: 1"=10'-0" 1 r Irrigation C I SYM. EQUIPMENT PSI GPM Radius I , ® RAINBIRD 1800PRS 15 SERIES MPR H 30 1.85 15' I ( I I 0 RAINBIRD 1800PRS 15 SERIES MPR F 30 3.70 15' �� ' ��� :✓ S89°44'59"E 91.00' 3 1 f MP1000-90, adjustable from 90 to 210 40 .19 8 -15 I I 1 R- MP1000-210, adjustable from 2100 to 2700 40 .37 8- 15' -------------------=----- ----------------- ------ --- --------------- -15'-- MP1000-360 3600 40 .75 8' nn nn M -_ M M nn nn M nn nn __------_-- nn _______-- ^^ -!- ^^ -------------------------------- -w--------- ------------------------------- --------------------- )- s I r_ e MP2000-90 = 13' to 21' radius, adjustable from 900 to 2100 40 - I- I 40 13 21 o ---�-------- �� -- - - ---- 1: B MP2000-210 = 13' to 21' radius, adjustable from 2100 #0 270° 40 .74 13'-21' _ ��► ISO NT OF ONNECTION I 1 i N (; I K. f ©.../ ® MP2000-360= 13'to21'radius, 3600 40 1.47 13'-21' --------- ---------) ---=�� --- P.O-C. -----------------,------- - - --- -I . + I l' i- . ..: I �. MP3000-90 = 22 to 30 radius, 4� S EVE 11ND R ALL 4 adjustable from 90 to 210 40 .86 22 -30 MP3000-210 = 22' to 30' radius adjustable from 2100 to 2700 40 1.82 22-30' 1 :. ;... I ....... / I ® - - 1 .DRIV/EWAYS TY ? ►: 1 i F MP3000 360 - 22 to 30 radius, 360 40 3.64 22 30 I i / ® S89.4459"E 5 00' MA K LOCATION ON CURES --- - - __ - - ----- - - ------------------ - -- ---1=- -1-- : 0 1 r --- - ---- ---------- - _ ._ _ �_ - __ ---4"' / I MPLCS515 Left corner strip,5 x 15 40 .22 15 �---_.. 1 S - x _. r ® MPRCS515 - Right corner strip,5 x 15 40 .22 15 ► ": :.:. :, O _. . = �, - v O; T 0 O. ► E / / ® IF MPSS530 - Side strip,5 x 30 40 , E i. «l .. _... .... .............. .. _... ...._ _.....,. ........ . MPCORNER - 8 to 15 radius adjustable from 45 to 105 40 c: 1 .19,.39,.45 8-15 I : y....__......,0....... �, H, 0,:`� 0.... �,_; _::::.::::....................................... / 11 9 O.... O. E?.... a......J / 1 1 „ ; I / O / , o_ c ..�_......�... Q r e HUNTER 1.20.60.36V. ADV. STD. N. 40 1.0 40 1, :. ............................. ....,..,..................................... ® f ............ .,:. .. .... .. .., ...;...... ., is jj _............. .... =s. / HUNTER 1.20.60.36V ADV. STD. N. 40 2.0 40 I ❑ ❑ ::. / w 4 O :: ❑ I HUNTER 1.20.60.36V. ADV. STD. N. 40 4.0 40' ❑;; 0 5 - RAINBIRD - 5RC - QUICK COUPLER VALVE 41 - RAINBIRD OR NETAFIM DRIP ZONES - 24" DRIP LINE IN SENSOR 1 1 I .fir' / i , 1 / cr j/ ,, ✓3 OODINATE LOCAL" ON W/ G.C. AQUA BALL VALVE (1-1/2) 200 PSI THREADED ENDS 1 I pNTROLLER >O ATION 11 4"SLEEVE / FEBCO DOUBLE CHECK ASSEMBLY- 850J-DC ( 1-1/2) I I W COORDINATWI H G.C. / _ - I ® ! UNDER SIDkWALK Lr),v: G.C. TOP OVIDE POWE TO CLOCK 11 �- ..., ► / ' � MARK'EDGE OF STRAINER -WILKINS (1-1/2") /® �;. ... ( .._ BRASS STRAINER WITH 100 MESH SCREEN „ ► w.., I LL _ / SIDEWAL WHERE SLEEVE ARE PRESSURE REDUCING VALVE - WILKINS PRV 600 SERIES LO AT INSTALL ONLY IF PRESSURE EXCEEDS 75 PSI I = 4 � E 11 w ❑ 2 SLEEV ❑ ICV - G SERIES AUTO CONTROL VALVE ;; ► / ► UNOER AL WALKWAYS T 1 WATER METER, P.O.C. 11 BUILDING TYPI II f Imo/ ® RAIN SENSOR W/ BY-PASS SWITCH I ❑ ,r 1 2 MAITYR ., NLIN -D CHAMPION MANUAL DRAIN VALVE �� � T RAINBIRD ESP -ET STATION IN WEATHERPROOF CASE MOUNTED ON BUILDING _..__ _««w __....; _.... ___.._ ... .................... / C GENERAL CONTRACTOR TO SUPPLY 110 POWER SOURCE FOR CLOCK-� .. \ . / r q N894459"W 129.46' DRIPLINE - NETAFIM OR EQUIV. 24" SPACING EMMITERS - - - 11��------______-_ ��------- -- ---- - --.--. - _ - --- 1/ ;'� �11 SLEEVE°..NDER SIDE W LK 1/2 THRU 1-1/4 SCH. 40 PVC LATERAL LINE , -- -.- - - _ - 1 1/2" SCHEDULE 40 PVC MAINLINE - - - - - - - - -- - ----------------------------= = =- - _ - - - - - - -__ - - - 4. ___ -------------.A - ------ _ -- ---- ------- NONE DIRECT BURY CONTROL WIRING, USE WHITE AS COMMON - --J RED FOR SIGNAL, AND YELLOW AS SPARE NONE ARMOR BACKFLOW BOX W/ LOCKING LID NONE ARMOR CONTROL VALVE BOX W/ GREEN LOCKING LID i %7' -It NONE ARMOR MANUAL DRAIN VALVE BOX W/ GREEN LID GRAPHIC SCALE N 10 0 5 10 20 IRRIGATION PLAN IRRIGATION NOTES 1. Irrigation system engineering based on a 1" water meter connection. The installer to verify ( IN FEET ) adequate static water pressure at time of installation. System designed to run at 40 PSI. 1 inch = 10 ft. Install pressure reducer when necessary. 2. Irrigation lines are that are shown within hard surface areas for clarity, shall be located within landscape planting areas or underground sleeves. All valves shall be installed within protective boxes installed flush and level with finished grade. 3. Install all equipment per state and local codes. Call Line Locaters prior to digging at 811. The installer shall be responsible for all permits, tests and inspections as required. 4. See civil drawings to verify all utility locations. 5. Coordinate with the general contractor for the required power and installation of sleeving, IMPORTANT NOTE: 1. CONTRACTOR SHALL COORDINATE PLACEMENT OF IRRIGATION 6. Install manual drains at all low points and record all locations on the "Record Drawings". SLEEVING PRIOR TO ANY PAVING OF HARD SURFACES. GENERAL 7. Adjust radius on all sprinkler heads to maximize the coverage and minimize overspray on all CONTRACTOR SHALL NOTIFY LANDSCAPE CONTRACTOR OF ANY hard surfaces. Add anti -drain check valves to low heads to eliminate drainage and run-off. PAVING PRIOR TO INSTALLATION OF PAVING TO ALLOW TIME FOR 8. Install the Controller as per detail, coordinate with the General Contractor for 110 volt power PLACEMENT' OF SLEEVING. required. Provide and install rain sensors on an eight foor past near each controller. 2- ALL SLEEVING SHALL BE LOCATED WITH MARKINGS ON THE 9. Main line& wiring to have a minimum cover of 18" and all lateral piping 12". VERTICAL EDGE OF THE CONCRETE PAVING BY THE CONCRETE 10. Use select "rock free" materials to backfill all trenches and compact to 85°lo density for CONTRACTOR AT TIME OF POUR. 1`? landscape areas and 95% for areas under concrete or asphalt. 3. IRRIGATION CONTRACTOR SHALL INSTALL A VISUAL POP UP 11. As part of the contract, the landscaae contractor is to winterize in the fall and activate the INDICATOR AT EACH ZONE OF DRIP LINE. RAINBIRD X17500 . system in the spring for one year. NatureBy Landscape Architecture ,qqr 253.460.6067 1320 Alameda Avenue, Suite B, Fraest, WA 98M www.naturebydesigninc.com p � CQ I �z� oZ a �Qa w 4 �a 0 a REVISIONS: B. REVISED PER CITY COMMENTS C. REVISED W NEW BASE PLAN DRAINING ISSUED FOR: AGENCY REVIEW DATE: OCTOBER 21, 2016 STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT KATHERINE OWENS CERTIFICATE NO.692 PROJECT NO.: 1611 FILE NAME: 1611 LSC X REFS: CES DRAWN BY: KLO CHECKED BY: KLO PLOT SCALE: 1:1 DRAWING SCALES: 1"=10'-011 coaa®',3 9®4,!} A 6" (!pn 4 d ° 4 3" 3' a.• o O 0 ° a. v.Q ° 4, I 4 4 TOP VIEW 6„ 4 d d A. ° 4 4 ° .. °... EXISTG GROUND TEST COCKS RESILIENT SEATED i — ° q (4 REQ`D.) 6" MIN. SHUTOFF VALVES (2 REQD.) 3e 3„ 8„ MAX 4 4 4 UNIONS (2 REQ`D.) NO GALVANIZED PIPE ° ON INLET SIDE OF 6" MIN. •, ASSEMBLY PLASTIC OR CEMENT A SIDE VIEW METER BOX o"v° $00(Z' 0'f 4� 00 � o� 0� °�°Oo®"61J °0�oo ®e ®� o°O®Coo %f.®R (BELOW GROUND INSTALLATION) GRAVEL\ a 12" MIN. DOUBLE CHECK VALVE ASSEMBLY 2" & SMALLER NOTE: ALL ITEMS SHALL COMPLY WITH THE FOLLLOWING: APPROVED DOUBLE CHECK VALVE ASSEMBLY SHALL LAY HORIZONTAL WITH THE GROUND. DESIGNED FOR BACK SIPHONAGE AND BACK RESSURE. THOROUGHLY FLUSH LINES PRIOR TO INSTALLATION F BACK FLOW PREVENTER. NO GALVANIZED PIPE BEFORE ASSEMBLY. THE DCVA MAY BE INSTALLED ABOVE OR BELOW THE GROUND PROVIDED ALL CLEARANCES ARE MET. DO NOT INSTALL IN AN AREA SUBJECT TO FLOODING. VALVE SHALL E PROTECTED FROM FREEZING CONDITIONS. THE BACK FLOW ASSEMBLY SHALL BE CURRENT WASHINGTON STATE DEPARTMENT OF HEALTH APPROVED MODEL. N.T.S. r0P OF MULCH ,PRINKLER RS) PRS) :)E Y OR ELL PVC TEE MAINLINE ---a a - 00 0 0 ° O o a 0 00 o Oo 9 04% 0 Q0 0 0 MANUAL DR ASSEMBLY N.T.S. WATER METER r— BALL VALVE / RUBBER VALVE MARKER 2" CL-160 PVC SLEEVE (LENGTH AS REQUIRED) / MANUAL DRAIN 0 . 0 ° 00 0 0 0 24" GRAVEL SUMP 00 00 o O 0,o0 0 &o 0 Z00 MANUAL DRAIN VALVE PVC TH'D. UNION ®V® M®INLINE QUICK COUPLING VALVE PRESSURE REDUCING VALVE STRAINER DOUBLE CHECK VALVE P.O.C. AVIEW N.T.S. N.T.S. NOTE: NOMINAL• PUICK C'OUPLER VALVE N.T.S. OFINISH GRADE/TOP OF QUICK -COUPLING VALVE: RAIN .D MODEL 3 VALVE BOX WITH COVER: RAIN .D 6. D O3-INCH MINIMUM DEPTH OF 3/4-INCH WASHED GRAVEL PVC SCH 80 NIPPLE AS REQUIRED) Q PVC SCH i STREET PVC SCH ji TEE OR PVC MAINLINE PIPE PVC SCH 40 ELL REDWOOD STAKE WITH STAINLESS STEEL GEAR CLAMPS . • R EQUIVALENT SUPPOTT SYSTEll Nature y Design Landscape Architecture 253.460.6067 1320 Alameda Avenue, Suite B, Firaest, WA 9"W www.naturebydesigninc.com � O 4j C%2 VN P, C Q, ® O M O IL REVISIONS: B. REVISED PER CITY COMMENTS C. REVISED W NEW BASE PLAN DRAWING ISSUED FOR: AGENCY REVIEW DATE: OCTOBER 21, 2016 STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT KATHERINE OWENS CERTIFICATE NO.692 PROJECT NO.: 1611 FILE NAME: 1611 LSC X-REFS: CES DRAWN BY: KLO CHECKED BY: KLO PLOT SCALE: 1:1 DRAWING SCALES: NTS DRAWING CONTENTS IRRIGATION DETAILS C0 i2-3,706,1Z FINISH GRADE VALVE BOX SEE SPECS. LINE FLUSHING VALVE F-TLFV 1 J� �00�5 r ., COMPRESSION RING (PROVIDED) SEE SPECS .• l —Techline 17mm TUBING BRICK SUPPORTS (THREE) • , �� . 3/4" GRAVEL SUMP I (1 CUBIC FOOT) 0 0`� o Wv-Voo(�5-8�poVV o465 c Ii LI I V (PLUMBED TO Techline SECTION- NO SCALE REMOTE CONTROL VALVE WITH DISC FILTER AND PRV PVC OR POLY SUPPLY HEADER Techline START CONNECTION MALE ADAPTER Techline®CV TUBING AREA PERIMETER LATERALSPERIMETER TO - FROM MANUAL FLUSH VALVE PLUMBED TO PVC OR POLY Tech l in e R CV END FEED LAYOUT DETAIL - NO SCALE NO SCALE MANUAL FLUSH VALVE PLUMBED TO PVC OR POLY Techline START CONNECTION MALE ADAPTER �..� •9 POLY SUPPLY VE=� Techline START CONNECTION DETAILSEE WATTWOVITRIVO-Tev VALVE WITH DISC FILTE. AND .. AREA P021WETEt­ Techline@CV TUBING DETAIL - NO SCALE FINISH GRADE 6" ROUND VALVE BOX AIR / VACUUM RELIEF VALVE 3/4"M x 1 /2"F TxT REDUCTION BUSHING 3/4" PVC COUPLING (TXT) 3/4" SCH 80 RISER (LENGTH AS REQUIRED) oU BRICK SUPPORTS o (THREE) o `E 3/4" CRUSHED GRAVEL SUMP POLY TUBING CLAMPED TO PVC INSERT FITTING i I STAINLESS STEEL CLAMPS RELIEFR8�ACUUIIVII (PLUMBED TO POLY) SECTION - NO SCALE REMOTE CONTROL VALVE WITH DISC FILTER AND PRV Techline START CONNECTION MALE ADAPTER SUPPLY HEADER Techline®CV TUBING ISLAND PERIMETER Techline TEE Techline ELL MANUAL FLUSH VALVE PLUMBED TO Techline®CV Tech l in e@ CV ISLAND LAYOUT FINISH GRADE Techline ELBOW — Techline TUBING — BLANK Techline — TUBING Techline 3/4" MALE ADAPTER PVC TEE (SxSxT) — PVC PIPING .SEE SPECS SEE SPECS Techline START CONNECTION (PVC TO ELBOW) SECTION - NO SCALE MANUAL LINE FLUSHING VALVE PLUMBED TO PVC OR POLY MODEL: TLSOV 17mm BLANK TUBING EXHAUST HEADER MODEL: TLCVO Techline® CV DRIP TUBING. FLOW, DRIPPER SPACING, LINE SPACING PER NETAFIM INSTALLATION GUIDELINES INSERT TEE (TYP) MODEL: TLTEE TREE TRUNK 6-INCH SOIL STAPLE (TYP) MODEL: TLS6 Techline® CV SPACING PER NETAFIM INSTALLATION GUIDELINES INSERT CROSS (TYP) MODEL: TLCROS 17mm BLANK TUBING SUPPLY HEADER MODEL: TLCVO 1/2-INCH MALE ADAPTER MODEL: TL050MA SCH. 40 PVC DRIP LATERAL (SIZE PER FLOW) SCH. 40 PVC 1/2-INCH NOTES TO DESIGNER: FEMALE THREADED TEE 1. INSTALL FIRST TECHLINE® CV LOOP 18-INCHES FROM CENTER OF TREE TRUNK. INSTALL EACH ADDITIONAL LOOP PER NETAFIM INSTALLATION GUIDELINES. 2. INSTALL TECHLINE® CV TUBING ON SURFACE TO A MAXIMUM CIF 6-INCHES BELOW GRADE, STAPLE IN PLACE PER MANUFACTURER'S RECOMMENDATION,, BACKFILL, AND SPREAD SURFACE TREATMENT AS DIRECTED BY OTHERS. 3. INSTALL TECHLINE® CV IN ACCORDANCE WITH NETAFIM INSTALLTION GUIDELINES. Techline® CV TWO RING DE AI.L DETAIL - NO SCALE DETAIL - NO SCALE Netafim USA I .0 9. REVISIONS: B. REVISED PER CITY COMMENTS C. REVISED W NEW BASE PLAN DRAWING ISSUED FOR: AGENCY REVIEW OCTOBER 21, 2016 STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT KATHERINE OWENS CERTIFICATE NO.692 PROJECT NO.: 1611 FILE NAME: 1611 LSC X-REFS: CES DRAWN BY: KLO CHECKED BY: KLO PLOT SCALE: 1:1 DRAWING SCALES: NTS DRAWING CONTENTS IRRIGATION DRIP DETAILS ® WING NO.: L4 4 ` OF 4 A-3966 13