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Home My WebLink AboutRC 20200309000372 Instrument Number: 20200309000372 Document:COV Rec: $112.50 Page-1 of 10 Record Date:3/9/2020 10:45 AM Electronically Recorded King County,WA Return Address: City Clerk's Office City of Renton 1055 S Grady Way Renton,WA 98057 DECLARATION OF COVENANT FOR INSPECTION AND MAINTENANCE OF DRAINAGE FACILITIES AND ON-SITE BMPS Grantor: Sapphire Homes, Inc Grantee: Citv of Renton, a Washin�ton municipal corporation Legal Description: Lot 35, Puget Colony Homes less C & M RTS Assessor's Tax Parcel ID#: 692800-0350 IN CONSIDERATION of the approved City of Renton (check one of thefollowing) ✓❑ Residential Building Permit �Commercial Building Permit ❑Clearing and Grading Permit ❑Civil Construction or Utility Permit for Permit(s)B19005185 (construct�on/au��d�nq/ut��tyPerm�t#)relating to the real property ("Property") described above, the Grantor(s), the owner(s) in fee of that Property, hereby covenants (covenant)with the City of Renton ("City of Renton" or"City'), a municipal corporation of the state of Washington,that he/she(they)will observe, consent to,and abide by the conditions and obligations set forth and described in Paragraphs 1 through 9 below with regard to the Property, and hereby grants (grant) an easement as described in Paragraphs 2 and 3. Grantor(s) hereby grants (grant), covenants (covenant), and agrees (agree) as follows: 1. The Grantor(s)or his/her(their)successors in interest and assigns("Owners")shall at their own cost, operate, maintain, and keep in good repair, the Property's drainage facilities constructed as required in the approved construction plans and specifications (Project P�an#) on file with the City of Renton and submitted to the City of Renton for the review and approval of permit(5) B19005185 _(Construction/euilding/UtilityPermit#).The Property's drainage facilities are shown and/or listed on Exhibit A—Site Plan. The Property's drainage facilities shall be maintained in compliance with the operation and maintenance schedule included and attached herein as Exhibit B—Operations and Maintenance. Drainage facilities include pipes, channels, flow control facilities, water quality facilities, on-site best management practices (BMPs) and other engineered structures designed to manage and/or Page 1 of 10 Instrument Number: 20200309000372 Document:COV Rec: $112.50 Page-2 of 10 Record Date:3/9/2020 10:45 AM King County,WA treat stormwater on the Property. On-site BMPs include dispersion and infiltration devices, bioretention, permeable pavements, rainwater harvesting systems, tree retention credit, reduced impervious surface footprint, vegetated roofs and other measures designed to mimic pre-developed hydrology and minimize stormwater runoff on the Property. 2. City of Renton shall have the right to ingress and egress over those portions of the Property necessary to perform inspections of the stormwater facilities and BMPs and conduct maintenance activities specified in this Declaration of Covenant and in accordance with the Renton Municipal Code. City of Renton shall provide at least thirty (30) days' written notice to the Owners that entry on the Property is planned for the inspection of drainage facilities. After the thirty(30) days, the Owners shall allow the City of Renton to enter for the sole purpose of inspecting drainage facilities. In lieu of inspection by the City, the Owners may elect to engage a licensed civil engineer registered in the state of Washington who has expertise in drainage to inspect the drainage facilities and provide a written report describing their condition. If the engineer option is chosen,the Owners shall provide written notice to the City of Renton within fifteen (15)days of receiving the City's notice of inspection.Within thirty(30)days of giving this notice,the Owners, or engineer on behalf of the Owners, shall provide the engineer's report to the City of Renton. If the report is not provided in a timely manner as specified above, the City of Renton may inspect the drainage facilities without further notice. 3. If City of Renton determines from its inspection, or from an engineer's report provided in accordance with Paragraph 2, that maintenance, repair, restoration, and/or mitigation work is required to be done to any of the drainage facilities, City of Renton shall notify the Owners of the specific maintenance, repair, restoration, and/or mitigation work ("Work") required pursuant to the Renton Municipal Code. The City shall also set a reasonable deadline for the Owners to complete the Work, or to provide an engineer's report that verifies completion of the Work. After the deadline has passed, the Owners shall allow the City access to re-inspect the drainage facilities unless an engineer's report has been provided verifying completion of the Work. If the Work is not completed within the time frame set by the City, the City may initiate an enforcement action and/or perform the Work and hereby is given access to the Property for such purposes. Written notice will be sent to the Owners stating the City's intention to perform such Work.This Work will not commence until at least seven(7)days after such notice is mailed. If, within the sole discretion of the City, there exists an imminent or present danger, the seven (7) day notice period will be waived and Work will begin immediately. 4. The Owners shall assume all responsibility for the cost of any Work, or any measures taken by the City to address conditions as described in Paragraph 3. Such responsibility shall include reimbursement to the City within thirty(30)days of the receipt of the invoice for any such Work performed. Overdue payments will require payment of interest at the maximum legal rate allowed by RCW 19.52.020 (currently twelve percent (12%)). If the City initiates legal action to enforce this agreement, the prevailing party in such action is entitled to recover reasonable litigation costs and attorney's fees. 5. The Owners are required to obtain written approval from City of Renton prior to filling, piping, cutting, or removing vegetation (except in routine landscape maintenance) in open vegetated stormwater facilities (such as swales, channels, ditches, ponds, etc.), or performing any alterations or modifications to the drainage facilities referenced in this Declaration of Covenant. Page Z of 10 Instrument Number: 20200309000372 Document:COV Rec: $112.50 Page-3 of 10 Record Date:3/9/2020 10:45 AM King County,WA 6. Any notice or cansent required to be given or otherwise provided for by the provisions of this Agreement shall be effective upon personal delivery,or three(3) days after mai(ing by Certified Maif, return reeeipt requested. 7. With regard to the matters addressed herein,this agreement canstitutes the entire agreement between the parties, and supersedes all prior discussions, negotiations, and all agreements whatsoever whether oral or written. 8. This Decfaration of Covenant is intended to proteet the value and desirability and promate efficient and effective management of surface water drainage of the real praperty described above, and shall inure to the benefit of all the citizens of the City of Renton and its successors and assigns. This Declaration of Covenant shall run with the land and be binding upon Grantor(sj, and Grantor`s(s') successors in interest, and assigns. 9. This Declaration of Covenant may be terminated by execution af a written agreement by the Owners and the City that is recorded by King County in its real property records. IN WITNES5 WHEREOF, this Declar,�tion of Cov�e°-nant for the Inspection and Maintenanee of Drainage Facilities is executed this � day of 0`�-� ��`� ,� , 20 ��. �� ,� � �' � ,�'' "��`� — GRAfVTOR, ner of the Property GRANTOR, owner of the Property STATE OF WASHINGTON ) COUfVTY OF KING )ss, an this da personally appeared before me: �~"��'�� :;�� Qf�`" � „� `��" to me knawn to be the individual(s) descr ed in and who execu ed the within and foregoing instrument and acknowledged that they signed the same as their free and voluntary act and deed,for the uses and purposes therein stated. Given under my hand and offici seal this�day of�"'��~�� , 20�. �o�,�`o��i�dl1ltl! ��.'� ��.! 'f,s� o�l p� �� wwce � � � � �� .�'�'�'.a' . �YI'�„'B`Z"... � � � � �nted name � �,�, ��'�'�e�' ,� tary Fublic in and for the State of �� ,��''��3��'� C3��, ashington, residing at BBAIsa��a�t��`��''� � ' �Q - My appointment expires f� -C�`�� Page 3 of� Instrument Number: 20200309000372 Document:COV Rec: $112.50 Page-4 of 10 Record Date:3/9/2020 10:45 AM King County,WA EXHIBIT A — ON—SITE BMP SITE PLAN TOTAL LOT/SITE AREA(SF): 8,585 SF PERMIT NUMBER: B19005185 ADDRESS: 4913 NE 1st Street PARCEL NUMBER: 692800-0350 NEW/REPLACED IMPERV.AREA(SF): 2,836 SF DISTURBED AREA(SF): 8,585 SF ON-SITE BMP(5) USED: FULL INFILTRATION MAX. IMPERVIOUS SURFACE ALLOWED(SF): 4,293 SF �1S`�� 12"DIA CORRUGATED —� STEELPIPECULVERTWITH � � A0.5%MIN SLOPE,WITH MW i � _gg6— 2.0'COVER AT(E)DITCH � _ i ; � i / — — — ��i=i/ � — � / 34'54 R=� 62•4`��: _ _ ''' � �c7 L,�4.9� .;� a:?R9Pf} L!' �x.pFFirot@R$t£_: ":8/ijf2'fvl£'N.�'.. >62N��`::�. PROPOSED ,='r;EtFf�'�� PERMEABLE z PAVEMENT ��.� � WALKWAY(3'W) � � ^� � � � �ppRCa'� 1 �. N � � �� 1 W 01 � 1 PROPOSED 1 w VARD RESIDENCE 1 ' � � ��N 1 FFE=3g9.o� � � �� A 1 (PLAN 3071 GL) 1 �rn_ � � �I z �� 1 11 � \ � _ � � ,�I � 1 � �� IJNCVR'D _ _ _ _ � I � 1 PATIO � I 1� � 1 � (4'Wx47'Lx2'D)ROOF I 1 � AND PAVING � L J INFILTRATION TRENCH N ` � \ N89'S8'1S"W 95.97' � � \ 0' 15' 30' 60' 1"=30' Instrument Number: 20200309000372 Document:COV Rec: $112.50 Page-5 of 10 Record Date:3/9/2020 10:45 AM King County,WA PLAfV � I` L 10'MIN. � S Mlfl. + A � — �� o T � � q � GATGH BASIN RDOF DOWN SPOUT WffH OVERFLOW WYE AN�SPLASH BLOGK ELEVATION �� 12" MIN. � Z� 4'0 SOLID PIPE � 4'ORIGIDPERFORATE�RPE 1' OR6"OFLEXIBLEPERFOfL4TEUPIPE FROPTEE 1' � BACFffILL 4'0 RIGID PERFOfL47ED PIPE 6'A11fV.SPAGfIG BETV4EEf1 � TDP OF PIPE AN�FILTER FABWG 12'MIR. ��II i-�.��— 6' IN, � FILTER FABRIC AROUND IRENCH 14'MIN. WASHEDROGK �� 1.5'0 TD O.TS'f6 � �4• � secnon n�n p4 Y �,,�, STD. PLAN — 226.20 � � � PUBLIC WORKS SINGLE FAMILY ROOF DOWNSPOIJT DEPARTMENT INFILTRATION TRENCN �,g,CH 2O08 A— Instrument Number: 20200309000372 Document:COV Rec: $112.50 Page-6 of 10 Record Date:3/9/2020 10:45 AM King County,WA �Y� � 3/4"FLAIFAC:E(i(JIHIC ❑O �9��DIA—+..I 5l�8" � --�-- y0O 0 �_ ❑STORM❑ 4" ❑�O❑ 6'3� � �8-13116"DIA�+— �O I�8-1I8"DIA 10-1(2"DIA (2)3I8"-16 SS SOCKET HEAD CAP 15"DIA -- — (i)OPEN PIGKHOLE 1" SCREW(ALLENHEAU)W/WSHRS 518 ON A 8"DIA BOLT CIRCLE PLAN VIEW FRAME SECTION COVER SECTION CAST IRON FRAME ANO PAVED AREA(TYP.) COVER,SEE NOTE 3 , 1p'1 , , 1p1� , EXTENDCLEANOUTRISER ��------� r--�1 2"ABOVE DESIGN PONDING I , EIEVATION OR PER PLAN FERNCO GASKETED � �' QUIK CAP OR 31MILAR J v �7 �. DESIGN PONDING ELEVATION 4"STREAMBED COBBLES 8"CL.ASS"B" `� � � V/� ^�;�� PER WSDOT 9-03.11(2) ASPHALT,SEE NOTE 4 \> � � �� "� �; � ;�� ,_ V.. ..... . . .... , _..._.. � � �4"COMPACTED SAND OR �, O�yJ��„ GRAVEL BACKFILL FOR DRAINS CSII" U PERwsoore-pa�2�a� p�� o� , - i. �� r,, �y�`�� (7 E� � `� ` ��' . GLEANOUT RIBER,86E NOTE 2— ' i i � � I�� j i �-( (�:i.t�l'..� I (I`. �i� `��;�:: i. :� I t l� 1 �I�,��"� �� I �I'. �I )1�.. CLEANOUT RISER, `� �i��— �� "�� SOIL TIGHT 45°BEND SEE NOTE 2 � �i�'-��'� i I�.�, I�� WYE �A� Y �t��.I�� i Il�i:. ��f'��il� > SOILTI�HT 4 �'� � ( � � ,� ' � ��i�`� COUPLER �V�A � ��'��I'� I� , �� r�%', i; (' ��C (I`�� iiil� � � UNDERDRAIN,FOOTWG �j� � /� , i '��!�f'! ��'�'�� DRAIN GOLLECTOR,OR �� `� ��)��I �� i� � ��i��I I� ROOF DRAIN COLLECTOR s� ��,�.� .� �� PIPF„SFF NOTF 1 i t� 5�.,1,C� '�'� s�� \�, CLEANOUT RISER LOCATED WITHIN f`� l ��1�� ' ��'�� ;,�` BIORETENTION P4NDIN0 AREA 4---.�� I ii��u li i ____ .�____� TO OVERFLOW � � � I ' � STI4UCTURG OF2 `"��' ''` � i�� r� � STORM MAIN ��: �� ,�<; �""�-�%r;;%l'�; MECHANICAL PLUG OR CONTINUED CONNECTION TYPICAL CLEANOUT CONFIGURATION NOTES: 1. DIAMETER TO BE 6-INCHES MINIMUM PRIVATE,8-WCHES MINIMUM PUBLIC.UNDERDRAIN PIPE PER STD.PLAN 262.t0. 2. CLEANOUT RISER SHALL BE SAME SIZE AND MATERIAI AS CONNECTED UNpERDRAIN,FOOTING DRAW COLLECTOR,OR ROOF DRAW COLLECTpR PIPE. 3. FRAME AND COVER SHALL BE EJ PRODUCT NO.00367549B01 OR APPROVED E4UAL GOVER TO BE LOCKING WITH ALIEN HEAD BOLT,MARKED"STORM". 4. FOR CLEANOUTS FULLY OR PARTIALLY WITHIN UNPAVELI AREAS OUTSI�E OF 810RETENTION PONDING AREA,POUR 8"THICK,2'x2'SQUARE CONCRETE COIIAR AROUND FRAME.CONCRETE COLLAR SHALL HAVE A MINIMUM COMPRESSNE STRENGTH OF 3,000 PSI. GENERALNOTES: 1. CLEANOUTS FOR UNDERDRAIN,FOOTING DRAIN COLLECTOR,AND ROOF DRAIN COLLECTOR PIPES SHALL BE INSTALLED AT A MINIMUM OF EVERY 100 FEE f,AI EVERY 90 DEGREE OR SECOND 45 DEGREE BEND,AI iHE END OF EVERY COLLECI OR PIPE,AND AT EACH END OF AN UNDERDF2AIN PIPE NOl CONNECTED TO AN OVERFLOW S"fRUCTURE.GI.EANOUTS SHALL BE INSTALLED TO ALLOW FOR MAINTENANCE ACGESS TO ALL PIPES. 2. ALL FITTINGS SHALL 8E SOIL TIGHT. 3. CLEANOUT RISER SHALL BE LOCATED OUTSIDE OF BIORETENTION PONDING WHERE POSSIBLE. 4. CLEANOUTS SHALL NOT BE LOCATED WITHW THE STREET TRAVEL LANE,UNLESS OTHERWISE APPROVED BY THE CITY. UNLESS OTHERWISE NOTFD,DRAWING IS NOTTO SCALE(NTS� STD.PLAN-226.00 �� PUB�IC WORKS APPROVED: � �EP�RTMENT STORM SYSTEM CLEANOUT GAZ �/z$/zoia l _..._............._...._.._........._........_.._....... � � n�cucwo�esnnml�rtscaw. DATE Instrument Number: 20200309000372 Document:COV Rec: $112.50 Page-7 of 10 Record Date:3/9/2020 10:45 AM King County,WA MAINTENr�NCE INSTRUCTInNS FnR FULL INFILTRATInN Your prop?rty contains an on-site BMP (bPst�anagPmPnt practicP)callPd`full infiltration,"which was installed to mitigate fhe stormwater quantity and quality impacts of some or all of the impervious surfaces on your property. Full infiltration is a method of soaking runoff from impervious area(such as paved areas and roofs) intv the ground. If properly installed and maintained per Appendix A of the City of Rentvn's Surface Water Design Manual,full jnf ltrat�on can manage runoff so t}�at a majority of�reci�itat�on events are absorbed. Infiltration devices, such as gravel filled trenches,drywells, and ground surface depressions, facilitate this process by pi�tting n�noff in direct contact with the soil and holding the n�noff long enou�h to soak most of it into the�round.To be successful,the soil condition around the infiltration device must be reliably able to soak water i�to the grour�d far a reasonable number of years. Infiltration Devices The infiltration devices used�n your pr�perty include the f�llowing as indicated�n the site plan(CHECK THE BOX(ES) THAT APPLY): �gravel filled trenches, ❑drywells, ❑ground surface depressions. MAINTENANCE RESTRICTIONS The size,placement, and composition of these devices as depicted by the site plan and design details must be maintained and may not be changed without written approval from the City of Renton or through a future developn�er�t pernut from the City of Rerrtor�. INSPECTION FREQUENCY AND MAINTENANCE GUIDELINES � Infiltration devices must be inspected annually and after major storm events to identify and repair any physical defects. � Maintenance and operation of the system should focus on ensuring the system's viability by preventing sediment-laden flows from entering fhe device. Excessive sedimentation will result in a plugged or non-functioning facility. • If the infiltration device has a catch basin, sediment accumulation must be removed on a yearly basis or more frequently if necessary. • Prolonged ponding around or atop a device may indicate a plugged facility. If the device becomes plugged, it must be replaced. • Keeping the areas that drain to infiltration devices well swept and clean will enhance the longevity of these devices. � For roofs,frequent cleaning of gutters will reduce sediment loads to these devices. Instrument Number: 20200309000372 Document:COV Rec: $112.50 Page-8 of 10 Record Date:3/9/2020 10:45 AM King County,WA PERVIOU5 CONCftETE/POROUS ASPHAC� A _� B / O,��OO O�� O�� aO�O O� PASEENQTEB C C �J�l O�� C�.C� �O� �JO SAND LAYER(IF REQUIRED), � SEE NOTE 5 . i�s.: � ,� ��".1�.�tC,.✓/ �. °�. �`:r! � `^G��W^Cv,'�„�„`, ��/�w� fy�;Y�'• 12"MIN.ABOVE SEASONAL HIGH GROUNDWATER OR HYDRAULIGALLY SUBGRADE,SEE NOTE 4� � RE.STRICTNE IAYER PERVIOUS CONCRETEIPOROUS ASPHALT MINIMUM MATERIAL THICKNESS(IN): RESIDENTIAL STREETS AND pEDESTRiAN ALLEYS PERVIOUS POROUS PERVIOUS POROUS LAYER MATERIALTYPE* CONCRETE ASPHALT CONCRETE ASPHALT (IN) (IN) (IN) (IN) � PERMEABLE PAVEMENT,SEE NOTE 1 8 6 5 4 OCHOKER COURSE,SEE NOTE 2 0 2 0 2 � AGGREG�TE BASE,SEE NOTE 3 3 6 6 4 NOTES: 1. PERMEABLE PAVEMENT THICKNESSES LISTED FOR PpROUS A5PHALT INCIUDE WEARWG COURSE AND ASPHALT TREATEQ PERMEABLE BASE (ATPB)WHEN UTILIZED.PERMEABLE ASPHALT TREATED BASE(PATB)SHALL CONFORM TO THE REQUIREMENTS OF APWA GSP 4-SA2.GHOKER COURSE REQUIRED WHEN ATPB IS USED. 2. CRUSHED SURFAGING CHpKER GOURSE(CSCC)SHALL CONFORM TO THE REQUIREMENTS OF APWA GSP 4-042(9-03.9(2)).pPT2. 3. AGGREGATE BASE SHALL CONFORM TO THE REQUIREMENTS OF APl4'A GSP 4-042(9-03.9(2)).OPT1.RUNpFF STORAGE REQUIREMENTS MAY REQUIRE A THICKER AGGREGATE BASE.HYDRAULIC MODELWG RESUITS SHOW WG THE REQUIREQ AGGREGATE BASE THICKNESS FOR STORMWATER CONTROL MUST BE SUBMITTED. 4. PREPARE AND PROTECT SUBGRADE PER APWA GSP 2-06.3(3)SUBGRADE FOR PERMEABIE PAVEMENTS.COMPACT TO A DEPTH OF 6"TO 90°fo-92% OF MAXIMUM DENSITY PER WSDOT 2-03.3(14)D.OVERCOMPACTED SUBGRADE SHALL BE SCARIFIED TO 8"MIN.AND RECOMPACTED. 5. PERMEABLE PAVEMENT 9HALL BB DE910NED WHERE THE 901L BENEATH THE BMP MEET'S A M WfMUM ORGANIC MATTER CONTENT OP 1.0%AND A MINIMUM CATION EXCHANGE CAPACITY OF 5 MILLIEQUIVALENTS PER 100 GRAMS.A 6 WCH SAND LnYER MUST BE WCLUDED IN THE DESIGN BENEATH THE PERMEABLE PAVEMENT IF THE SOIL DOES NOT MEET THESE PROPERTIES. 6. PAVEMENT BASE SHALL BE INSTALLED PER APWA GSP 4-04.3(5)SHAPING AND COMPACTION. GENERALNOTES: 1. REFER TO WSDOT LOCAL AGENCY GENERAL SPECIAL PROVISIONS(GSPs)DIVISIONS 2-9 APWA GSPs.AND WSDOT STANDARD SPECIFICATIONS. 2. POROUS HMA SHALL CONFORM TO REQUIREMENTS OF APWA GSP 5-04. 3. MINIMUM UTILITV SETB�CKS AND PROTECTION MEASURES MUST CONFORM TO CURRENT CITV STANOF+RDS,STD.PLANS 265.00,265.1Q AND 26520,AND OTHFR UTIL.ITY PROVIDER ftEQUIREMENTS COORbINATF WITH CITY ENGINFER IN THF FVENT OF UTILITY CROSSIN(39 OR CONFLICTS. 4. PERMEABLE PAVEMENT SHALL BE DES16NED OR REVIEWED BY A LICENSED ENGWEERWG 6EOLOGIST OR GEOTECHNICAL ENG WEER.POR ALL APPLIGATIONS,PAVEMENT DESIGNS MUST BE PREPARED BY AN ENGiNEER LICENSED IN WASHWGTON STATE. 5. ACCEPTANCE TFSTINC�FOR SIDF.WAL.KS,PATHS AND VEHICUI_AR PAVEMFNT L.ESS THAN 2,000 SF SHALL BE AS FOI..LOWS:PAVFMENT SHAI...L.BE PERMEABLE ENOUGH TO ABSORB WATER AT A MINIMUM RATE OF 20 INCHES PER HOUR IMMEDIATELY AFTER SURFACE HAS BEEN WETTED CONTINUOUSIY FOR AT LEAST 10 M�NUTES.APPROVAL WITH 5 GALLON BUCKET TEST,WATER TRUCK,OR ASTM C1701 USING A 12-INCH RWG SEAIED AT THE PAVEMENT SURFACE. 6. ACCEPTANCE TESTING FOR ROADWAYS AND PARKING AREAS OF 2,000 SF OR GREATER SHALL HAVE G�MINIMUM WFILTRATION RL�TE OF 100 INIHR PER ASTM C1701 AND APWA GSP 5-04.3 AND 5-06.3(6). 7. ROADWAYS,DRIVEWAYS,AND PARKWG LpTS SUBJECT TO VEHICLE LOADING SHALI MEET STRUCTURAL REQUIREMENTS OF CITY OF RENTON I"RANSf'OH IA I�IUN UEf'AR I�MEN1�S I ANUAkUS FOR EC:lUIVALENI NON-('EFiM�ABLE PAVEMENT fYPES, 8. FqR PERMEABLE PAVEMENT INSTALLATIONS ON SLOPES GREATER THAN 5%,CHECK DAMS AREA REQUIRED PER STD.PLAN 26120. 9. SEE CONSTftUCTION PLANS FOR SPECIFiC PROJEC7 REOUIREMEN7S. UNLESS OTHERWISE NOTED,DRAWING IS NOTTO SCALF(NTS) PERMEABLE PAVEMENT MATERIAL STD.PLAN-261.10 ea PUBUC WORKS APPROVED: � �EPARTMENT SECTIONS- PERVIOUS CONCRETE AND GAZ 9/�s/zols I POROUS ASPHALT ...._...._........_._.._....._....._.._...._...__..._ nuauc wo�ks mm�int cam� DATE Instrument Number: 20200309000372 Document:COV Rec: $112.50 Page-9 of 10 Record Date:3/9/2020 10:45 AM King County,WA MIN.4,000 PSI GOMPRESSIVE STRENGTH CONGRETE BAND(TYP.) DEPRESS LANDSCAPING 1" PERMEABLE �NEXT TO EDGE TRE/1TMENT PAVEMENT SECTION SEE STD.PLAN 261.10 % t � �It��1fr i i/I�I� ,\, ........ , t r1i'°v��9 ��\�� ; ,1i�9 ('� ., s %�LAND3CAPE � � ��. ,��.�a�,.� � �i��, � EXTEND TO BOTTOM OF P�VEMENT BASE CONCRETE BAND AT LANDSGAPE PERMEABLE FLUSH EDGES KEY OR EXPAN510N JOINT PAVEMtNI��SkCTIQN, PER DPW APPROVAL(TYP.) SEE STD.PLAN 261.10 /i>�� r/ /��y � �;� r '/`, �i'%� iy r�`,/? ��S tp�� !l.< , < � ��d� IMPERMEABLE �;Jt,,,c" „ « PAVEMENT �� a � � �'� '�' �.,�� .. ��, ��,...... >.C� � / '. � i"�� \ ) ) � � i.�'�� ' e �J \ �, ��,� „�� . �j A,, � . �i 2"MIN.EMBEDMENT KEV � � FROM ADJACENTIMPERMEABLE PAVEMENT BASE CONCRETE BAND EXTEND TO BOTTOM OFPAVEMENTBASE CONCRETE BAND BE7WEEN PAVEMENT NOTES: 1. ALL PERMEABLE PAVEMENT APPLICATIONS SHALL CONFORM Tq THE CITY OF RENTON SURFACE WATER DESIGN MANUAL SECTION C2.7 AND WSUO f LOGAL AG�NGY GENERAL SPECIAL PROVISIONS. 2. SEE CONSTRUCTION PLANS FOR SPECIFIC PROJECT REQUIREMENTS. UNLESS OTHERWISE NOTED,DRAWING IS NOTTO SCALE(NTS) STD.PLAN-261.00 � PUBLIC WORKS PERMEABLE PAVEMENT- ^P°R 'E°: "'� DEPARTMENT GAZ 9/28/2018 � EDGE TREATMENTS rucucv✓o�esaaml�I5�2to� DATE Instrument Number: 20200309000372 Document:COV Rec: $112.50 Page-10 of 10 Record Date:3/9/2020 10:45 AM King County,WA MAINTENANCE INSTRUCTIONS FOR PERIVIEABLE PAVEMENT (NON-VEGETATED) Youi-propeity contains an on-site BMP (best management practice)called"permeable pavement," which was installed to minimize the storxnwater aluantity and quality impacts of some ar all of the paved surfaces on your property. Permeal�le pavements reduce the amount of rain�'all that l�ecomes runoff l�_y allowing water to seep through the pavement into a free-draining gravel or sand bed,where it can be infiltrated into the ground. This on-site BMP shall be maintained per Appendix A of the City of Renton's Surface Water Design Manual. Permeable Pavements The type(s)of permeable pavement used on your property is (CHECK THE BOX(ES)THAT APPLY): ❑ Porous concrete �SI Porous asphalt ❑ Permeable pavers ❑ Modula:r grid pavement MAINTENANCE RESTRICTIONS The area covered by permeable pavement as depicted by the site plan and desi�details must be maintained as permeable pavement and may not be changed without written approval from the City of Renton or through a future development permit from the City of Renton. INSPECTION FREQUENCY AND MAINTENANCE GUIDELINES • Permeable pavements must be inspected after�ne maj�r st�rm each year t�make sure it is working properly. Mare frequent inspection is recommended. • Prolonged ponding ar standing water on the pavement surface is a sign that the system is defective and may need to be re�laced. If this occurs, contact the�avement installer ar the City of Renton for further instructions. • A typical permeable pavement system has a life expectancy of approximately 25 years.To help extend the useful life of the system,the surface of the permeable pavement should be kept clean, stable and free of leaves, debris,and sediment through regular sweeping or vacuum sweeping. Aggregate fill in modular grid pavement may need periodic surface replenishment. � The owner is res�onsible far the re�iair of all ruta,deformation, and/ar broken�aving grids ar pavers. • Modular grid pavement and permeable pavers filled with gravel or with gravel in the joints may need to be refilled periodically.