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2019-117081 t DOC# 2019-0117081 � 1 111111 IIIII IIIII IIIII IIII 111111 IIIII IIIII IIIII IIIII IIIII IIIII IIII IIII Apr 02, 2019 04:29 PM RECORDING REQUESTED BY AND, ) OFFICIAL RECORDS WHEN RECORDED MAIL TO: ) Ernest J. Dronenburg, Jr., SAN DIEGO COUNTY RECORDER FEES: $62.00 (SB2 Atkins: $0.00) ) CITY CLERK ) PAGES: 17 CITY OF ENCINITAS ) 505 SOUTH VULCAN AVENUE ) . ENCINITAS, CA 92024 ) SPACE ABOVE FOR RECORDER'S USE AGREEMENT FOR MAINTENANCE OF PRIVATE STORMWATER TREATMENT AND STORMWATER POLLUTION CONTROL FACILITIES BY AGENT OF COMMERCIAL FACILITY APN: 216-041-26-00 Permit No.: 14083-G Site Address: 2100 N Coast Highway 101 Case No.: 89-014 CDP THIS AGREEMENT is between the City of Encinitas, a municipal corporation, hereinafter referred to as the "City", and Encinitas Beach Hotel Venture, LLC., a Delaware limited liability company, its heirs, successors, and assigns, collectively hereinafter referred to as "Owner", owner(s) of that certain real property hereinafter referred to as "Property" that is described in Exhibit "A", which is attached hereto and made a part hereof. This Agreement is for the periodic Maintenance of certain private stormwater treatment and pollution control facilities, hereinafter referred to collectively as "Stormwater Facilities". Stormwater Facilities include but are not limited to Best Management Practices (BMPs), Integrated Management Practices (IMPs), Low Impact Development (LID) features, Structural stormwater treatment devices, and drainage facilities. The description and plat of Stormwater Facilities. is set forth in Exhibit "B" which is attached hereto and made a part hereof. WHEREAS, this Agreement is required by the City as condition of approval of a City permit pursuant to City of Encinitas Municipal Code Chapter 20.08 and Chapter 23.24 as well as the City of Encinitas Stormwater Manual; and WHEREAS, the Stormwater Facilities benefit said Property and are used, by Owner and his/her tenants their heirs, successors, and assigns; and WHEREAS, it is the desire of the City, the responsibility of the Owner and tenants, and to the benefit of the Public that Maintenance of said Stormwater Facilities occur on a regular and periodic basis as necessary to-preserve the Storm Water Facilities in good-working order in-accordance with the minimum Maintenance requirements set forth in Exhibit "C".which is attached hereto and made a part hereof and in accordance with the City of Encinitas Municipal Code, the Encinitas Stormwater Manual, and other related City policies and requirements; and WHEREAS, it is responsibility of the Owner to assure his/her tenants will comply with and enforce the terms and conditions of this agreement; WHEREAS, it is responsibility of the Owner to disclose this agreement to all the future tenants using, benefiting from, or impacting the Stormwater Facilities WHEREAS, it is responsibility of the Owner to add Maintenance of Stormwater Facilities to common area maintenance (CAM) and appoint a qualified property management company or individual herein after referred to as "Agent" to oversee such Maintenance. The Agent shall be the single point of contact between the City of Encinitas and Owners or Developer; and WHEREAS, the Owner may act as the Agent so long as the total square footage of the commercial facilities is less than twenty thousand square feet.; and WHEREAS, for the purpose of this agreement, Maintenance responsibilities mentioned on this agreement equally and collectively apply to Owner, tenants and the Agent; WHEREAS, it is requirement of development and or commercial use that this Agreement constitute a covenant running with the land, binding upon each successive owner of all or any portion of the Property into perpetuity. NOW THEREFORE, IT IS HEREBY AGREED FOR VALUABLE CONSIDERATION AS FOLLOWS: 1. This agreement establishes the Owner and tenants' Maintenance requirements for the Stormwater Facilities. The term "Maintenance" wherever capitalized in this agreement shall include, but shall not be limited to: inspection for purposes of identifying operational deficiencies in the Stormwater Facilities, routine upkeep and repair of the Stormwater Facilities in proper working order as determined by the City, and preparation and submittal of the annual inspection report to the City, all as set forth in subparagraph 1.i) through 1.iii). The Owner's ' requirements for providing Stormwater Facilities Maintenance as stated in this agreement shall mean Maintenance managed by the Agent, paid for by Owner, and performed by a qualified contractor, hired by the Agent on behalf of the Owner. i) The Owner shall inspect the Stormwater Facilities after all major storms. In addition, the Owner shall inspect the Stormwater Facilities at the minimum frequency specified in Exhibit "C", but not less than twice per year. ii) The Owner shall provide upkeep and repair to preserve the Stormwater Facilities in good working order and shall repair all deficiencies identified in the Owner's inspections no later than 30 days following the inspection or S prior to the next anticipated rain event. Interim water quality control measures shall be utilized to protect damaged or deficient Stormwater Facilities during any storm event until such time as the Facilities are restored to good working order. The minimum upkeep and repair frequency shall be consistent with the Exhibit "C" but not less than once per year. To the satisfaction of the Director of Engineering Services, the Owner shall ensure that the Stormwater Facilities are in proper working order for the rainy season, which starts on October 1. iii) The Owner shall obtain the City of Encinitas Stormwater Inspection Report form from the City website or the City of Encinitas Civic Center, complete the inspection report form, and submit the inspection report to the City of Encinitas Department of Engineering Services. Prior to the submittal of the inspection report to the City, the Owner shall perform an inspection of the Stormwater Facilities, identify deficiencies, and repair and correct all deficiencies. The inspection report shall be submitted to the City once a year between August 1 and September 30. 2. The Property is benefited by this Agreement, and it is the purpose of the signatories hereto that this instrument be recorded to the end and intent that the obligation hereby created shall be and constitute a covenant running with the land. Any heirs, executors, administrators, assignees, and/or successors in interest to all or any portion of the Property, by acceptance of delivery of a deed and/or conveyance regardless of form, shall be deemed to have consented to and become expressly bound by these presents, including without limitation, the right of any person entitled to enforce the terms of this Agreement to institute legal action as provided in Paragraph 14 hereof, such remedy to be cumulative and in addition to other remedies provided in this Agreement and to all other remedies at law or in equity. 3. The Stormwater Facilities shall be constructed, by and have Maintenance performed by the Owner in accordance with the term and conditions of this agreement and the plans and specifications identified in approved Grading Plan Number 14083-G which is on file as a permanent public record in the City of Encinitas. 4. The cost and expense of the Maintenance of the Stormwater Facilities shall be paid by the Owner. The owner is responsible to include necessary provisions in the lease agreement with any present and future tenants that cover the costs of all Stormwater Facilities Maintenance. 5. In the event the Property is subdivided in future, the owners, heirs, assigns, and successors in interest of each such newly created parcel(s) shall be liable under this Agreement for their then pro rata share of expenses reflecting such newly created parcels. 6. The Maintenance to be performed under this Agreement shall include upkeep, repair, and improvements to adequately ensure the Stormwater Facilities are in proper working order as determined by the City. Upkeep, repair, and improvements under this Agreement shall include, but are not limited to, repairing access roadbeds; repairing, preserving, and providing improvement for the upkeep of drainage structures; removing debris, sediment, oil, grease, and other pollutants as determined by the City; perpetually preserving adequate groundcover and/or other erosion control measures within the Property in order to prevent erosion; and the management of materials, pollutants, and hazardous waste to prevent pollution of the stormwater system or Municipal Separate Stormwater Sewer System (MS4) as referenced in local and State codes. Upkeep, repair, and improvement shall also include other work necessary to repair and preserve the Stormwater Facilities for their intended purposes as well as the restoration of the Stormwater Facilities following any non-permitted modification. The restoration shall be as required to restore the Stormwater Facilities to the condition existing prior to damage or alteration. 7. Under no circumstances shall any contract or agreement for service(s) to be provided as outlined in this agreement, and any additional Maintenance activities or services to be provided as outlined in subsequent attachments hereto, be terminated by the Owner, tenants, or Agent unless a replacement contract or agreement for the required Maintenance has already been executed. The Agent and the Owner shall be responsible for ensuring proper execution of the provisions of all contracts and/or agreements for the required Maintenance and for timely payments for said services. 8. Upon appointment of an Agent responsible for managing the maintenance of the stormwater facilities, the Developer must notify the City of the current contact information for the Owner and Agent within thirty (30) days. At a minimum, contact information for Owner and Agent shall include: organization name, mailing address, email address, phone number, contract person, contact person's phone number, and email address. The Agent must be established and the above information must be provided to the City prior to occupancy of the first unit. Any future changes in Owner or Agent contact information shall be provided to the City within thirty (30) days of the change being made. Contact information shall be provided in writing to the following address (or current City of Encinitas, Civic Center address): City of Encinitas Stormwater Division 505 S Vulcan Ave Encinitas, CA 92024 9. Any liability of the Owner, tenants, or Agent for personal injury to any worker employed to provide Maintenance under this Agreement, or to third persons, as well as any liability for damage to the property of any third persons, as a result of or arising out of Maintenance under this Agreement, shall be borne by the Owner, tenants, or Agent. 10. Owner and tenants shall jointly and severally defend, indemnify, and hold harmless City, City's engineer, its consultants, and each of its officials, directors, officers, agents, and employees from and against all liability, claims, damages, losses, expenses, personal injury, and other costs, including costs of defense and attorney's fees, to any contractor, any subcontractor, any user of the Stormwater Facilities, or to any other third persons arising out of or in any way related to the use, Maintenance, or the failure to provide Maintenance of the Stormwater Facilities. This Agreement imposes no liability of any kind whatsoever on the City and the Owner agrees to hold the City harmless from any liability in the event the Stormwater Facilities fail to operate properly. 11. Nothing in this Agreement, the specifications, other contract documents, the City's approval of the plans and specifications, or the City's inspection of the work constitutes an acknowledgement of any City responsibility for any such item or the material contained therein, and the City, City's engineer, its consultants, and each of its officials, directors, officers, employees and agents, shall have no responsibility or liability therefore. 12. The Owner and tenants shall provide access to the Stormwater Facilities within the Property to the City's inspectors, employees, agents, and contractors within 48 hours of receipt of a written notification by the City. The access shall be provided unconditionally and without any obstruction, interference, or hazard. Any animals kept on the Property shall be secured outside of the area subject to the City's inspection. 13. The Owner hereby grants permission to the City, its authorized agents, and its employees, to enter upon the Property and to inspect the Stormwater Facilities following a 48-hour notice whenever the City deems necessary. The purpose of inspection is to evaluate the condition and performance of the Stormwater Facilities, to follow-up on reported deficiencies, to respond to citizen complaints, and/or to comply with State and City requirements for City inspection of such Facilities. The City shall provide the Owner with copies of the inspection findings and a directive to commence with any repairs deemed necessary. 14. In the event the Owner and tenants fail to preserve the Stormwater Facilities in good working condition as determined by the City Engineer, the City, its agents, employees, or its contractors, may enter upon the Property and take the steps deemed necessary to correct deficiencies and shall charge the costs of such repairs to the Owner. In the event the City pursuant to this Agreement, performs work of any nature, or expends any funds for attorney's fees, administrative costs, contractors, employees, consultants, materials, or other costs in the performance of said work, the Owner shall reimburse the City. Such reimbursement shall be due within thirty (30) days of receipt of a notification for all costs incurred by the City, including any administrative costs and attorney's fees. If said funds are not paid by the Owner within (30) days, City reserves the right to take legal action for cost recovery and to file with the County Recorder of San Diego County an assessment lien on the Property. It is expressly understood and agreed that the City is under no obligation to perform Maintenance of said Stormwater Facilities, and in no event shall this Agreement be construed to impose any such obligation on the City. 15. The terms of this Agreement may be amended in writing following the Owner request and upon written approval by the City Engineer. 16. This Agreement shall be governed by the laws of the State of California. In the event that any of the provisions of this Agreement are held to be unenforceable or invalid by any court of competent jurisdiction, the validity, and enforceability of the remaining provisions shall not be affected thereby. IN WITNESS HEREOF, the Parties have executed this Agreement. OWNER: Enci s Beach tel Venture, LLC. A��.. �, z d ► 9 Si Date Print Name Title�� Signature of OWNER must be notarized. Attach the appropriate acknowledgement. CITY OF ENCINITAS: f4�— .. 3 � Edward J. Wi er Date City Engineer Development Services Department City of Encinitas A notary public or other officer completing this certificate verifies_only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. STATE OF CALIFORNIA ) ss. COUNTY OF SQ,n On ( before me, QJ01 L' a Notary Public in and for said State, personally appeared L ►C,,J f P•r r g— --rq- ce , who proved to me on the basis of satisfactory evidence to be the person(g) whose name(o is/ar-& subscribed to the within instrument and acknowledged to me that he/sh®g�ey executed the same in his/heir authorized capacity(Vs), and that by his/htheir signature) on the instrument the person), or the entity upon behalf of which the person) acted, executed the instrument. I certify under penalty of perjury under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. DEBI L.MOORE Commission#2139933 = Notary Public-California z Signature z San;Dlago County M Comm.Ex Tres Jan 11,2020 (Area for Notary Seal) ALL-PURPOSE ACKNOWLEDGMENT A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of California County of �iQ SS. On �'LJ ��� 1 , before me, SI 010 ,Notary Public, DATE ` personally appeared l,_AujacA A)\, Vm yyl e(-" ,who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s fedged re subscribed the within instrument and ackn to me tha e/ he/they executed the sa Pon(s),is heir authorized capacity(ies), and that by er/their signature(s) on the instrument the pe or the entity upon behalf of which the person(s) acted, executed the instrument. P � ANGELA A. SI�vION Comm#2182396 t�o� I certify under PENALTY OF PERJURY under the r $ NOTARY PUBUC-CALIFORNIA U�1 SAN DIEGO COUNTY laws of the State of California that the fore oin MY Comm.UP.MAR.2,2021-' g g paragraph is true and correct. WITNESS my hand and official seal. r,ltlc PLACE NOTARY SEAL INABOVE SPACE NOTARY'S`SIGNATURE OPTIONAL INFORMATION The information below is optional. However,it may prove valuable and could prevent fraudulent attachment of this form to an unauthorized document. CAPACITY CLAIMED BY SIGNER(PRINCIPAL) DESCRIPTION OF ATTACHED DOCUMENT INDIVIDUAL CORPORATE OFFICER TITLE OR TYPE OF DOCUMENT PARTNER(S) TITLE(S) ATTORNEY-IN-FACT NUMBER OF PAGES GUARDIAN/CONSERVATOR SUBSCRIBING WITNESS DATE OF DOCUMENT OTHER: OTHER SIGNER(PRINCIPAL)IS REPRESENTING: RIGHT r NAME OF PERSON(S)OR ENTITY(IES) THUMOBF RINT 0 SIGNER 0 a 0 APA01/2015 NOTARY BONDS,SUPPLIES AND FORMS AT HTTP://WWW.VALLEY-SIERRA.COM ©2005-2017VALLEY-SIERRAINSURANCE EXHIBIT "A" LEGAL DESCRIPTION OF PROPERTY APN 216-041-26-00 PARCEL 1 OF PARCEL MAP NO. 18587, IN THE CITY OF ENCINITAS, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA,. FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, NOVEMBER 21, 2000. EXHIBIT "B" SHEET 1 OF 6 DESCRIPTION AND PLAT OF STORMWATER FACILITIES DESCRIPTION: BIO—RETENTION / HYDROMODIFICATION BASIN AND BIO SWALES PER PLAT BELOW AND SHEET 2. LOCATED ON THE NORTHEASTERN CORNER OF THE PROPERTY, ADJACENT TO COAST HIGHWAY 101 AND ALONG THE PROPOSED CURB OF HIGHWAY 101 AND LA COSTA AVENUE. SEE DETAIL SEE DETAIL SHEET 2 SHEET 4 '0 SEE DETAIL SHEET 2 'l0 PA SEE DETAIL BELOW SEE DETAIL SHEET 2 P/ P �\ " SITE MAP N.T.S. \ u ° d ° ° 4 4 MOD. TRIPLE TYPE 'C-3' INLET STRUCTURE PER DETAILS � d % SHEET 3 d a ° \ RIP RAP / (TYP.) ° 6" PERF. PIPE (.TYP) BIO—RETENTION / HYDROMOD BASIN 6' PVC CLEANOUT WITH CAP ,p ° - ° ° ° RIP RAP ,(TYP.) d ° ° a RETAINING d WALL ° B10-RETENTION / HYDROMODIFICATION BASIN SCALE 1"=20' RIP RAP (TYP.) EXHIBIT "B" SHEET 2 OF 6 DESCRIPTION AND PLAT OF STORMWATER FACILITIES CURB INLET WITH CATCH BASIN FILTER 6" PVC PIPE 6" PVC CLEANOUT WITH CAP 310-SWALE \\\\\ \ FUTURE R/W 6" PERF. PVC PIPE SEE 1310-SWALE DETAIL 6" PVC PIPE \\ SHEETS 5 AND 6 6" PVC CLEANOUT WITH CAP 6" PERF. PVC PIPE 1310-SWALE\\\\\ \ , 1310-SWALE 6" PERF. PVC PIPE 6" PVC PIPE 6" PVC PIPE 6" PVC CLEANOUT WITH CAP 1310-SWALE 6" PERF. PVC PIPE SEE 1310-SWALE DETAIL n- CURB INLET WITH CATCH SHEETS 5 AND 6 BASIN FILTER 119� \ CURB INLET WITH CATCH BASIN FILTER \ 6" PVC PIPE 6" PVC CLEANOUT WITH CAP OO \ B10-SW ALE\ 6" PERF. PVC PIPE SEE 1310-SWALE DETAIL SHEETS 5 AND 6 \ 6" PVC PIPE 6" PVC CLEANOUT WITH CAP P/L - BIO-SWALE 6" PERF. PVC PIPE B10-SWALES STORM DRAIN SCALE 1"=50' EXHIBIT "B" SHEET 3 OF 6 DESCRIPTION AND PLAT OF STORMWATER FACILITIES o ELEV 1 o CIP° RETAINING /-WALL° WALL PER ROUGH _[I ._. GRADING PLANS o 6394-G `` MOD. TRIPLE TYPE "G-3' INLET - ? STRUCTURE PER ROUGH GRADING PLANS 6394-G ........... ;3 SHORING WALL =—= TT 12"x48" INLET @ 3.5' FROM PER ROUGH GRADING PLANS I- - BOTTOM (FL ELEV. 39.50) M 6394-G S' DIA. HOLE @ 2.25' FROM e (1 Imo-!!' BOTTOM ELEV 36 00 ° ° BOTTOM (FL ELEV. 38.25) OM =.I...j.._-1..-. - I _.. I - ELEV. 36.00 3; �_ ELEV. 34.00 in ° I d _ ELEV. 33.50 '- e .........::a j -1 €= 3' ORIFICE PLATE --'t:..,.......; -j ra (FL ELEV. 32.75) o o o =_1-f E I.E. 32.25) I e (ELEV. 32.58) ° (ELEV. 31.25) (EL 0. 5) -'. - I ...-- ;3=? r ri o � ...._--. - - - - (ELEV. I ! I ! ELEV 1 ° 5" DIA. HOLE bI e �6" DIA. PVC PERF. PIPE l P. I 3" DIA. ORIFICE IN dd d ° PLATE: d° e l d ° 1. e°d f d ^� 0 0 0 ° d e ° d J ° d o _._............i ...,i i.� ELEVATION 1 NO SCALE B10-RETENTION / HYDROMOD BASIN DETAIL NO SCALE EXHIBIT "B" SHEET 4 OF 6 DESCRIPTION AND PLAT OF STORMWATER FACILITIES RIP RAP (TYP.) \ SD CB RISER PER \ DETAIL THIS SHEET d d \ 6" PERF. PIPE (TYP) ° \\ 6" PVC CLEANOUT WITH CAP d d ° B10-RETENTION BASIN SCALE 1"=20' PLANTING MINIMUM 18-INCHES O.C. AND 2-INCHES OF HARDWOOD MULCH-PER LANDSCAPE ARCHITECTS PLANS 1.0' TOP OF BASIN ELEVATION = 15.0 --- - - - - - GR •� 14 5 .� ;-EXISTING GROUND - -._`._ E=-- BOTTOM OF BASIN ELEVATION = 14.0 18" CATCH BASIN-WITH ATRIUM GRATE, -, SEE DETAIL ON SHEET.2 1 _ INSTALL MEDIA LAYER A-1 BIORETENTION SOIL MIX #8A OR 'JJAPPROVED EQUAL (1.5' THICK) EXTEND EXISTING.6" DIA. PVC m...; .. I I ( CLEANOUT AND CAP TO 6„ ABOVE MULCH ELEVATION 12" HDPE PIPE TO EXISTING STORM DRAIN SYSTEM INSTALL FILTER COURSE 3" LAYER OF CLEAN AND WASHED ASTM 33 FINE AGGREGATE SAND OVERLYING A 3" LAYER OF ASTM NO. 8 STONE B10-RETENTION BASIN DETAIL NO SCALE EXHIBIT "B" SHEET 5 OF 6 DESCRIPTION AND PLAT OF STORMWATER FACILITIES 6" MODIFIED CURB-AND CAP WITH PVC GUTTER PER SD'SRD SCREW IN PLUG G-2 SEE NOTE 3 STREET FLOW _ G SPLASH PAD 6" MIN. PVC RISER PER GS-2.6b CO CO PIPE, SEE.NOTE 1 B10—SWALE. FLOW LINE a COMPACTED SUBGRADE CONCRETE ENGINEERED SOIL MEDIA 24" BEN H NOTE: STANDARD 1/8 6" PERFORATED THICKENED CONCRETE NO LINER SHALL BE PLACED BEND PVC PIPE (0.5% ALONG THE BOTTOM OF THE MIN SLOPE) NOTES: CURB AND GUTTER BIOFILTRATION SWALES 1. FINISH ALL EXPOSED CONCRETE SURFACES. IMPERMEABLE LINER ALONG 2. CURB TYPE AND MATERIAL TO MATCH PLANS. SIDES OF SWALE STANDARD WYE BRANCH 3. SLOPE OF GUTTER AND CURB REVEAL TO MATCH STANDARD NOTES: CURB AND GUTTER PER SO RSD DWG G-2. 1. RISER SHALL BE NON—PERFORATED 4. EXPANSION AND CONTRACTION JOINTS SHALL BE PLACED IN PVC SCHEDULE 40 ACCORDANCE WITH STANDARD CONCRETE CURB REQUIREMENTS. STREET SIDE EDGE TREATMENT-1 (NO STEP OUT ZONE) CLEANOUT ./ OBSERVATION WELL GS-2.5a GS-6.2 18 24" MIN STREET GUTTER CURB Lu G_ Q Z A STREET SEE SPLASH NOTE 1D A O FLOW r7 I - STREET FLOW CONCRETE FLUME WITH ROCK SPLASH PAD STANDARD CURB AND GUTTER PER SO RSD G-2 - STREET FLOW SPLASH PAD N COMPACTED SEE NOTE 1 SUB GRADE 1"GUTTER DEPRESSION BENCH NOTES: SECTION A-A 1. SPLASH PAD THICKNESS OPTIONS: 12" STONE #2, 4" CONCRETE SLAB, OR PAVER BLOCKS ON 6" AGGREGATE AASHTO #57. CURB CUT WITH SPLASH PAD - 2 GS-2.6b BIOFILTRATION SWALE DETAILS NO SCALE EXHIBIT "B SHEET 6 OF 6 DESCRIPTION AND PLAT OF STORMWATER FACILITIES STREET SIDE 4.0'* MIN EDGE TREATMENT 2.0'* SIDEWALK AND CHECK AM ND GS-2.5a -- 3l1 13 COMPACTED . --_ SUBGRADE COMPACTED $° MULCH LAYER SUBGRADE (3" MIN) 18" MIN. 6 SPLASH PAD ENGINEERED BENCH PER GS-2.6b 2 SOIL MEDIA 2 L , 1 IMPERMEABLE LINER 1 CHOKER LAYER RESERMOR LAYER AASHTO #57 INFILTRATION SUMP NOTE: 6" MIN PERFORATED �\ NO LINER SHALL BE PLACED PVC PIPE UNCOMPACTED SUBGRADE ALONG THE BOTTOM OF THE SECTION A-A (SLOPE OPTION) - BIOFILTRATION SWALES * DIMENSIONS FOR THE BIOFILTRATION SWALE LOCATED BETWEEN STA 137+57 AND STA 138+78 SHALL BE 5.0' WITH 3.0' BOTTOM WIDTH, SWALE BETWEEN NOTES: STA 139+17 AND 139+41 SHALL BE 9.0' WITH 7.0' BOTTOM WIDTH. 1. LONGITUDINAL SLOPE OF PLANTER MATCHES ROAD OR FLATTER AS REQUIRED PER DESIGN PLANS. 2. SIDEWALK ELEVATION MUST BE SET ABOVE INLET AND OUTLET ELEVATIONS TO ALLOW OVERFLOW TO DRAIN TO STREET BEFORE PONDING LEVEL REACHES SIDEWALK. 3. DEPTH OF INFILTRATION SUMP SHOULD BE SIZED TO ADDRESS STORMWATER MANAGEMENT REQUIREMENTS. CURB EXTENSION ADJACENT TO PLANTING STRIP GS-3.1 b 2' STREET SIDE SIDEWALK 27 Tic! i 6"MIN PERFORATED :; 6" C-900 PVC PIPE FOR PVC PIPE F CONCRETE SLURRY FIRE HYDRANT LATERAL <.,.E ..i (ONLY AT UTILITY CROSSINGS CONCRETE THRUST BLOCK. SEE PLAN FOR SIZING. UNCOMPACTED SUBGRADE CURB EXTENSION ADJACENT TO PLANTING STRIP -- WITH FIRE HYDRANT LATERAL GS-3.1 b BIOFILTRATION SWALE DETAILS NO SCALE EXHIBIT "C" SHEET 1 OF 2 MINIMUM MAINTENANCE PROCEDURE AND INTERVALS INSPECTION AND MAINTENANCE CHECKLIST FOR CURB SIDE BIO-SWALES TYPE OF RESULTS EXPECTED WHEN MAINTENANCE IS DEFECT CONDITIONS WHEN MAINTENANCE IS NEEDED PERFORMED THERE SHOULD BE NO AREAS OF STANDING WATER ONCE WATER STANDS IN THE BIO-SWALES BETWEEN STORMS INFLOW HAS CEASED. ANY OF THE FOLLOWING COULD APPLY: STANDING AND DOES NOT DRAIN WITHIN 24 HOURS AFTER SEDIMENT OR TRASH BLOCKAGES REMOVED, GRADE FROM WATER RAINFALL HEAD TO FOOT OF BIO-SWALE IMPROVED, MEDIA SURFACE SCARIFIED, UNDERDRAINS FLUSHED IN MANNER THAT DOES NOT CAUSE AN ILLEGAL DISCHARGE. TRASH AND TRASH AND DEBRIS ACCUMULATED IN THE 1310-SWALES TRASH AND DEBRIS REMOVED.AND DISPOSED OF PROPERLY DEBRIS AND AROUND THE INLET AND OUTLET SEDIMENT EVIDENCE OF.ACCUMULATED SEDIMENT MATERIAL REMOVED SO THAT THERE IS NO CLOGGING OR BLOCKAGE. MATERIAL IS DISPOSED OF PROPERLY CHANNELS HAVE FORMED AROUND INLETS, THERE ARE OBSTRUCTIONS AND SEDIMENT REMOVED SO THAT WATER EROSION AREAS OF BARE SOIL, OR THERE IS OTHER EVIDENCE OF FLOWS FREELY.AND DISPERSES OVER A_WIDE AREA. EROSION. OBSTRUCTIONS AND SEDIMENT ARE DISPOSED OF PROPERLY. VEGETATION VEGETATION IS DEAD, DISEASED OR OVERGROWN VEGETATION IS HEALTHY AND ATTRACTIVE. GRASS IS MAINTAINED AT LEAST 3 INCHES HEIGHT MULCH IS MISSING OR PATCHY. AREAS OF BARE EARTH ALL BARE EARTH IS COVERED, EXCEPT MULCH IS KEPT 6 MULCH ARE EXPOSED OR MULCH LAYER IS LESS THAN 3 INCHES INCHES AWAY FROM TRUNKS OF TREES AND SHRUBS. MULCH DEEP. IS EVEN AT A DEPTH OF 3 INCHES INLET/ OUTLET SEDIMENT ACCUMULATIONS INLET / OUTLET IS CLEAR OF.SEDIMENT AND DEBRIS AND ALLOWS WATER TO FLOW FREELY. ANY CONDITION NOT COVERED ABOVE THAT NEEDS MISCELLANEOUS ATTENTION FOR THE BIO-SWALES TO FUNCTION AS THE DESIGN SPECIFICATIONS ARE MET DESIGNED INSPECTION AND MAINTENANCE CHECKLIST FOR MEDIA FILTER TYPE OF CONDITIONS- WHEN. MAINTENANCE IS NEEDED RESULTS EXPECTED WHEN MAINTENANCE IS DEFECT PERFORMED TRASH AND TRASH AND DEBRIS ACCUMULATED IN THE BIO-SWALES TRASH AND DEBRIS REMOVED AND DISPOSED OF PROPERLY DEBRIS AND AROUND THE INLET AND OUTLET SEDIMENT EVIDENCE OF ACCUMULATED SEDIMENT MATERIAL REMOVED SO THAT THERE IS NO CLOGGING OR BLOCKAGE. MATERIAL IS DISPOSED OF PROPERLY SPENT OR CLOGGED FILTER MEDIA; FLOW CANNOT PASS FLOW PASSES THROUGH MEDIA AT OR ABOVE DESIGN FILTER MEDIA THROUGH.THE MEDIA OR PASSES THROUGH AT LESS CAPACITY. THAN DESIGN CAPACITY. MOSQUITOS/ PRESENCE OF MOSQUITOS OR LARVAE NO MOSQUITOS OR LARVAE ARE OBSERVED IN THE AREAS LARVAE AROUND THE VEGETATION STRUCTURAL BROKEN OR DAMAGE TO WEIRS, INLET, OR OUTLET STRUCTURAL COMPONENTS ARE FIXED AND FUNCTIONING TO COMPONENTS STRUCTURES FULL CAPACITY INLET/OUTLET SEDIMENT ACCUMULATIONS INLET / OUTLET IS CLEAR OF SEDIMENT AND DEBRIS AND ALLOWS WATER TO FLOW FREELY. . MISCELLANEOUS ANY OTHER ACTIONS PURSUANT TO THE PROPRIETARY THE DESIGN SPECIFICATIONS ARE MET FILTER MANUFACTURER'S MAINTENANCE GUIDE. EXHIBIT "C" SHEET 2 OF 2 MINIMUM MAINTENANCE PROCEDURE AND INTERVALS INSPECTION AND MAINTENANCE CHECKLIST FOR BIORETENTION BASIN TYPE OF CONDITIONS WHEN MAINTENANCE IS NEEDED RESULTS EXPECTED WHEN MAINTENANCE IS DEFECT PERFORMED ' THERE SHOULD BE NO AREAS OF STANDING WATER ONCE WATER STANDS IN THE BIO-SWALES BETWEEN STORMS INFLOW HAS CEASED. ANY OF THE FOLLOWING COULD APPLY: STANDING AND DOES NOT DRAIN WITHIN 24 HOURS AFTER SEDIMENT OR TRASH BLOCKAGES REMOVED, GRADE FROM WATER RAINFALL. HEAD TO FOOT OF BIO-SWALE IMPROVED, MEDIA SURFACE SCARIFIED, UNDERDRAINS FLUSHED IN MANNER THAT DOES NOT CAUSE AN ILLEGAL DISCHARGE. MOSQUITOS/ PRESENCE OF MOSQUITOS OR LARVAE NO MOSQUITOS OR LARVAE ARE OBSERVED IN THE AREAS LARVAE AROUND THE VEGETATION TRASH AND TRASH AND DEBRIS ACCUMULATED IN THE BIO-SWALES TRASH AND DEBRIS REMOVED AND DISPOSED OF PROPERLY DEBRIS AND AROUND THE INLET AND OUTLET SEDIMENT EVIDENCE OF ACCUMULATED SEDIMENT MATERIAL REMOVED SO THAT THERE IS NO CLOGGING OR BLOCKAGE. MATERIAL IS DISPOSED OF PROPERLY CHANNELS HAVE FORMED AROUND INLETS, THERE ARE OBSTRUCTIONS AND SEDIMENT REMOVED SO THAT WATER EROSION AREAS OF BARE SOIL, OR THERE IS OTHER EVIDENCE OF FLOWS FREELY AND DISPERSES OVER A WIDE AREA. EROSION. OBSTRUCTIONS AND SEDIMENT ARE DISPOSED OF PROPERLY. VEGETATION VEGETATION IS DEAD, DISEASED OR OVERGROWN VEGETATION IS HEALTHY AND ATTRACTIVE. GRASS IS MAINTAINED AT LEAST 3 INCHES HEIGHT MULCH IS MISSING OR PATCHY. AREAS OF BARE EARTH ALL BARE EARTH IS COVERED, EXCEPT MULCH IS KEPT 6 MULCH ARE EXPOSED OR MULCH LAYER IS LESS THAN 3 INCHES INCHES AWAY FROM TRUNKS OF TREES AND SHRUBS. MULCH DEEP. IS EVEN AT A DEPTH OF 3 INCHES INLET / SEDIMENT ACCUMULATIONS INLET / OUTLET IS CLEAR OF SEDIMENT AND DEBRIS AND OUTLET ALLOWS WATER TO FLOW FREELY. STRUCTURAL BROKEN OR DAMAGE TO !HEIRS, INLET, OR OUTLET STRUCTURAL COMPONENTS ARE FIXED AND FUNCTIONING TO COMPONENTS STRUCTURES FULL CAPACITY ANY CONDITION NOT COVERED ABOVE THAT NEEDS MISCELLANEOUS ATTENTION FOR THE BIORETENTION BASIN TO FUNCTION THE DESIGN SPECIFICATIONS ARE MET AS DESIGNED INSPECTION AND MAINTENANCE CHECKLIST FOR IMPERVIOUS AREA DISPERSION TYPE OF CONDITIONS WHEN MAINTENANCE IS NEEDED RESULTS EXPECTED WHEN MAINTENANCE IS DEFECT PERFORMED THERE SHOULD BE NO AREAS OF STANDING WATER ONCE WATER STANDS IN THE BIO-SWALES BETWEEN STORMS INFLOW HAS CEASED. ANY OF THE FOLLOWING COULD APPLY: STANDING AND DOES NOT DRAIN WITHIN 24 HOURS AFTER SEDIMENT OR TRASH BLOCKAGES REMOVED, GRADE FROM HEAD WATER RAINFALL. TO FOOT OF BIO-SWALE IMPROVED, MEDIA SURFACE SCARIFIED, UNDERDRAINS FLUSHED IN MANNER THAT DOES NOT CAUSE AN ILLEGAL DISCHARGE. VEGETATION VEGETATION HAS POOR GROWTH OR IS DEAD, DISEASED VEGETATION IS HEALTHY AND ATTRACTIVE. GRASS IS OR OVERGROWN MAINTAINED AT LEAST 3 INCHES .HEIGHT MOSQUITOS/ PRESENCE OF MOSQUITOS OR LARVAE NO MOSQUITOS OR LARVAE ARE OBSERVED IN THE AREAS LARVAE AROUND THE VEGETATION ENTRANCE TO PERVIOUS AREA BLOCKED SUCH THAT STORM WATER PERVIOUS AREA IS CLEAR OF AND AND ALL BLOACKAGE AND AREA FROM IMPERVIOUS AREA WILL NOT DRAIN INTO THE ALLOWS WATER TO FLOW FREELY. PERVIOUS AREA MISCELLANEOUS ANY OTHER ACTIONS PURSUANT TO THE PROPRIETARY THE DESIGN SPECIFICATIONS ARE MET FILTER MANUFACTURER'S MAINTENANCE GUIDE.