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B22-0120 - 31761 CAMINO CAPISTRANO 1101/23/24 By Betsy Parkinson at 4:03 pm, Jul 11, 2022 The District has an existing fire service pipeline and easement along Camino Capistrano. Refer to attached drawing (titled "Water & Sewer Improvement Plans"). In the event the District needs to access the easement for pipe repair, maintenance, or replacement, the District may demolish any of the proposed improvements that are within the District's easement. The District is not responsible for replacing any of the demolished features within the easement. Refer to attached Special Conditions for additional requirements. 320 07/15/22 01/15/23 22-043 ORIGINAL:SMWD Permit; ELECTRONIC COPY: Contractor & Property Owner Print Name Signature Print Name and Title Signature Print Name and Title (if applicable) Signature Company (if applicable) Company PRE-CON CHECKLIST – SMWD Permit No: _________ AC WORK REPAIR/GRIND, OVERLAY AND/OR SEAL COAT Meeting Location:__________________________________________________ Date:_________ Time:_________ Inspector to Check Off Items as Discussed Sewer manholes and water valves must be tied off at the curb face prior to the start of work. The contractor must tie off any missed manhole covers or water valve lids. All water used by the contractor must be metered through the set SMWD construction meter. False bottom systems shall be in place in all impacted manholes as directed by the SMWD Inspector. Coordinate installation and removal with SMWD Inspector. Manhole lids and water valve covers must be protected during all work and cleaned to the satisfaction of the SMWD Inspector at the completion of all work. All manholes shall be adjusted in accordance with SMWD Standard Plan S1. All water valves shall be adjusted per SMWD Standard Plan W9. Provide SMWD Inspector with current schedule and any schedule changes. Additional Items: Meeting Attendees: SMWD Inspector: _______________________________ __________________________________ Contractor: _______________________________ __________________________________ _______________________________ Property Owner: _______________________________ __________________________________ _______________________________ 6 – 27 – 2022 - AMS Paving 32401 Camino Capistrano SJC ENCROACHMENT PERMIT SPECIAL CONDITIONS 1. All water must be metered through the set SMWD construction meter. Any violations will be subject to fines per the SMWD Board Ordinance 2020 -06- 02, attached to this permit. 2. False bottom systems shall be in place in any impacted manholes as directed or required by the SMWD Inspector. The type of false bottom system must be approved by the SMWD Inspector and cannot be placed or removed until the Inspector is made aware. As a licensed contractor, at a minimum the contractor is required to follow SSPWC (Greenbook). See attached applicable SSPWC sections. If any manholes need adjusting all existing mortar and the entire concrete frame/ring must be removed, a new ring or rings (however many necessary) set and ½-inch of new cement mortar and a new concrete frame placed. Work on manholes shall be in accordance with SMWD Standard Plan S1. Upon the completion of work, the false bottom placed in any manholes and all debris and foreign material collected in the manholes shall be completely removed by the permittee under the supervision of the SMWD Inspector. 3. Valves needing adjustment shall have the existing riser and cover and the entire concrete ring removed. A new riser and cover shall be set and a new concrete ring placed. Work on valves shall be done per SMWD Standard Plan W9. Valves shall not be inaccessible for more than 48 hours and manholes shall not be inaccessible for more than 5 working days to allow for District access in the event of an emergency. 4. Manhole lids and valve covers must be protected during all work and cleaned to the satisfaction of the SMWD Inspector once work has been completed. Any sewer manholes or water valves that have not been previously tied off at the curb face by SMWD staff are the responsibility of the contractor. All tie-ing off of existing facilities needs to be done prior to the start of work. Five Vines 31761 Camino Capistrano Ste 11 SJC 5. The permittee shall examine the existing manhole structure, frames and covers or inlets, and piping and connections for damage or defects that would affect adjustment to grade. Report such damage or defects to the SMWD Inspector before beginning work. 6. If the SMWD Inspector determines the existing manhole frames, covers, or grade rings to be in an unacceptable condition, the permittee shall remove and replace them with new frames, covers, or grade rings. The new frames and covers will be provided to the permittee. 7. The permittee shall take all necessary measures to prevent damage to existing or new frames, covers, grade rings, or cones from equipment and materials used in, or taken through, the work area. If an item is damaged resulting from the permittee’s operations, it shall be replaced as directed by the SMWD Inspector and at no additional cost to the District. 8. The permittee shall install 3/8” minimum thick plywood covers over all the sewer and shelf areas to prevent surface materials such as asphalt, rocks, dirt, and debris from entering the sewer or storm drain lines. The permittee is responsible for removing all debris and foreign matter of any kind from the manhole and manhole frame and cover that resulted from his/her operations. 9. A pre-construction meeting must be scheduled with the property owner's representative, contractor, and Inspector before installation of the meters and prior to start of construction. All terms discussed in the pre -con meeting with the SMWD Inspector and those of this permit shall be complied with by the applicant. All work is to be done to the satisfaction of the District Inspector. Work shall not commence until the EP has been approved and a District inspector has been assigned to the permit. 10. Permittee or their construction contractor shall have applicable SMWD standards onsite by the time the pre-con meeting is held. 11. Striping shall be replaced in kind with the approval of the appropriate jurisdiction (e.g. City of San Juan Capistrano, County of Orange). 12. Refer to attached Inspection checklist for additional requirements. ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? INSR ADDL SUBR LTR INSD WVD PRODUCER CONTACT NAME: FAXPHONE (A/C, No):(A/C, No, Ext): E-MAIL ADDRESS: INSURER A : INSURED INSURER B : INSURER C : INSURER D : INSURER E : INSURER F : POLICY NUMBER POLICY EFF POLICY EXPTYPE OF INSURANCE LIMITS(MM/DD/YYYY)(MM/DD/YYYY) AUTOMOBILE LIABILITY UMBRELLA LIAB EXCESS LIAB WORKERS COMPENSATION AND EMPLOYERS' LIABILITY DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) AUTHORIZED REPRESENTATIVE EACH OCCURRENCE $ DAMAGE TO RENTEDCLAIMS-MADE OCCUR $PREMISES (Ea occurrence) MED EXP (Any one person)$ PERSONAL & ADV INJURY $ GEN'L AGGREGATE LIMIT APPLIES PER:GENERAL AGGREGATE $ PRO-POLICY LOC PRODUCTS - COMP/OP AGGJECT OTHER:$ COMBINED SINGLE LIMIT $(Ea accident) ANY AUTO BODILY INJURY (Per person)$ OWNED SCHEDULED BODILY INJURY (Per accident)$AUTOS ONLY AUTOS HIRED NON-OWNED PROPERTY DAMAGE $AUTOS ONLY AUTOS ONLY (Per accident) $ OCCUR EACH OCCURRENCE CLAIMS-MADE AGGREGATE $ DED RETENTION $ PER OTH- STATUTE ER E.L. EACH ACCIDENT E.L. DISEASE - EA EMPLOYEE $ If yes, describe under E.L. DISEASE - POLICY LIMITDESCRIPTION OF OPERATIONS below INSURER(S) AFFORDING COVERAGE NAIC # COMMERCIAL GENERAL LIABILITY Y / N N / A (Mandatory in NH) SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). COVERAGES CERTIFICATE NUMBER:REVISION NUMBER: CERTIFICATE HOLDER CANCELLATION © 1988-2015 ACORD CORPORATION. All rights reserved.ACORD 25 (2016/03) CERTIFICATE OF LIABILITY INSURANCE DATE (MM/DD/YYYY) $ $ $ $ $ The ACORD name and logo are registered marks of ACORD 7/13/2022 License # 0633339 (310) 373-6441 244 (310) 378-5336 21415 Capistrano Plaza LLC 31791 Los Rios St. San Juan Capistrano, CA 92675-3113 A 1,000,000 X 6D21404 5/22/2022 5/22/2023 500,000 10,000 1,000,000 2,000,000 2,000,000 4,000,000A 6J21404 5/22/2022 5/22/2023 4,000,000 0 Certificate Holder is hereby named as Additional Insured where required by written contract or agreement. Policy Terms Apply. Santa Margarita Water District 26111 Antonio Pkwy Rancho Santa Margarita, CA 92688 CAPIPLA-01 VLUNA Olson Duncan Insurance Service Inc. 25550 Hawthorne Blvd. Suite 203 Torrance, CA 90505 Vanessa Luna vanessa@olsonduncan.com Employers Mutual Casualty Co X X X X X MANHOLE REQUIREMENTS (SIZE AND TYPE MUST BE SPECIFIED ON CONSTRUCTION DRAWINGS) 8-inch ≥ 10-in and ≤ 18-in > 18-inch Monitoring Manhole Size of Sewer Pipe MH Dia (inches)/Cover Dia (inches)/Material for Depth of Manhole SMWD STD DWG NO. PATRICIA A. BUTLER RCE C57880 DATE CHIEF ENGINEER, Engineering Department APPROVED: REVISION:DECEMBER 2021 6/24 STANDARD DRAWING S1 INDEX SHEET 1 - SEWER MANHOLE STANDARD DRAWING S1 INDEX AND NOTES SHEET 2 - REINFORCED CONCRETE MANHOLE STANDARD DRAWING SHEET 3 - POLYMER MANHOLE STANDARD DRAWING SHEET 4 - STANDARD DETAILS SHEET 5 - CONSTRUCTION AND PAVEMENT RESURFACING PROJECT NOTES SHEET 6 - CONSTRUCTION AND PAVEMENT RESURFACING DETAILS NOTES 1.PROTECT AGAINST DEBRIS FALLING IN THE SEWER PER THE REQUIREMENTS OF S1 SHEET 5 AND 6. 2.THE CROWN ELEVATIONS OF ALL PIPES SHALL BE THE SAME AS THE CROWN ELEVATION OF THE LARGEST PIPE UNLESS OTHERWISE NOTED ON THE DRAWING. 3.FOR NEW MANHOLES, INSTALL BRICK PLUG IN CHANNEL OUTLET AND REMOVE WHEN CONSTRUCTION IS COMPLETE AT DIRECTION OF THE DISTRICT. 4.FOR REINFORCED CONCRETE MANHOLES, THE EXTERIORS SHALL HAVE APPLIED BACKROLL CARBOGUARD 1340 (100 PERCENT SOLIDS EPOXY PENETRATING PRIMER) OR EQUAL, 3 TO 5 MILS AND CARBOLINE CARBOGUARD 890 VOC OR EQUAL, 8 TO 10 MILS. IF DIRECTED BY ENGINEER, CONCRETE MANHOLES REQUIRING LINING SHALL BE LINED WITH SAUEREISEN SEWERGARD NO. 210 XB OR APPROVED EQUAL. 5.PRIOR TO ANY SEWER BEING PLACED INTO SERVICE, A HIGH DENSITY POLYETHYLENE MANHOLE COVER INSERT, MANUFACTURED BY FLOW IN FLOW, OR APPROVED EQUAL, SHALL BE INSTALLED ON THE MANHOLE RIM UNDER THE MANHOLE COVER IN CONFORMANCE WITH MANUFACTURER'S RECOMMENDATIONS. THE INSERT THE SHALL REMAIN IN PLACE IN UNTIL THE STREET IS CAP PAVED, AT WHICH TIME THE INSERT IS TO BE REMOVED FROM THE SYSTEM. SEWER MANHOLE STANDARD DRAWING S1 INDEX AND NOTES S1 1 of 6 ≤ 5-ft deep 60-in/30-in Flat Top Reinf Conc MH 60-in/30-in Fat Top Polymer MH 60-in/30-in Flat Top Polymer MH > 5-ft and ≤ 12-ft 48-in/30-in Reinf Conc MH 48-in/30-in Polymer MH 60-in/30-in Polymer MH > 12-ft and ≤ 16-ft 60-in/30-in Reinf Conc MH 60-in/30-in Polymer MH 60-in/30-in Polymer MH > 16-ft deep 72-in/36-in Reinf Conc MH 72-in/36-in Polymer MH 72-in/36-in Polymer MH (2) NOTES AND ABBREVIATIONS: REINF CONC MH = TRADITIONAL REINFORCED CONCRETE MANHOLE (S1 SHEET 2) POLYMER MH = POLYMER CONCRETE MANHOLE (S1 SHEET 3) (1) POLYMER MANHOLES ARE REQUIRED IN ALL LOCATIONS DOWNSTREAM OF FORCE MAINS. OTHERWISE PROVIDE MATERIAL AS INDICATED ON TABLE. (2) MANHOLES AT DEPTHS >16-FT DEEP REQUIRES CHIEF ENGINEER APPROVAL. (1) 60-in/30-in Flat Top Reinf Conc MH 48-in/30-in Reinf Conc MH 72-in/30-in Reinf Conc MH 60-in/30-in Reinf Conc MH R=4" REFER TO S1 SHEET 1 SEE MANHOLE TABLE PIPEVARIES2'-0"MAXFLAT TOP MANHOLE CONSTRUCTIONPIPE I.D.+ 1"9"I.D. 0.2' TYPICAL SECTION STANDARD 48", 60" & 72" MANHOLE5' OR LESS, SEE STD DWG S1A FOR18"TOP OF AC PAVEMENT 1/2" CEMENT MORTAR TOP 2 SECTIONS (2 - 3" GRADE RINGS) PRECAST REINF. CONCRETE ECCENTRIC CONE AND SECTIONS JOINT SEALANT, BUTYL MASTIC PIPE WATER TIGHT JOINTS (TYP) R=1/2" BASE PLACED AGAINST UNDISTURBED SOIL SMWD STD DWG NO. PATRICIA A. BUTLER RCE C57880 DATE CHIEF ENGINEER, Engineering Department APPROVED: REVISION:DECEMBER 2021 6/24 REINFORCED CONCRETE MANHOLE STANDARD DRAWING S1 2 of 6 CONCRETE COLLAR, SEE S1 SHEET 4 SEE NOTE 2, S1 SHEET 1 S1 SHEET 1 X MFR. CAT. NO. OR SPEC. X CONSTRUCTION ITEMS / MATERIALS LIST MANUFACTURERSIZE AND DESCRIPTIONITEM 1 2 X X 18"2"8"FRAME AND COVER PER S1 ON SHEET 4 MIN1 560-C-3250 CONCRETE BACKROLL CARBOGUARD 1340 (100 PERCENT SOLIDS EPOXY PENETRATING PRIMER) OR EQUAL, 3 TO 5 MILS AND CARBOLINE CARBOGUARD 890 VOC OR EQUAL, 8 TO 10 MILS. INTERIORS REQUIRING LINING SHALL BE LINED WITH SAUEREISEN SEWERGARD NO. 210 XB OR APPROVED EQUAL 24"1 PLASTER FILLET SLOPE FACTORY CAST MONOLITHIC FLOW CHANNEL POLYMER GRADE RING OR PRO-RING MIN 6" MAX 12" ADJUSTMENT FIELD POURED CONCRETE COLLAR AND PAVEMENT PER S1 SHEET 4 FINISH SURFACE PIPE GRANULAR BEDDING & FOUNDATION AS REQ'D36"PER S1 SHEET 1 AS REQ'D PER S1 SHEET 1 SEE JOINT DETAIL AT LEFT 5 3 4 1-FT TO 6-FT HIGH POLYMER CONCRETE RISERS, DESIGNED FOR H-20 LOADING 1 2 PIPE IDSEE NOTE 2 S1 SHEET 1SLOPE PIPE ID+1"THREADED LIFTING INSERT 6 6 TYPICAL SECTION STANDARD POLYMER CONCRETE MANHOLE SMWD STD DWG NO. PATRICIA A. BUTLER RCE C57880 DATE CHIEF ENGINEER, Engineering Department APPROVED: REVISION:DECEMBER 2021 6/24 POLYMER MANHOLE STANDARD DRAWING S1 3 of 6 FLEXIBLE BOOT CONNECTOR PER ASTM C923 JOINT SEALANT, BUTYL MASTIC MFR. CAT. NO. OR SPEC. ADHESIVE SEALANT (FOR GRADE RINGS) - - - - CONSTRUCTION ITEMS / MATERIALS LIST MANUFACTURERSIZE AND DESCRIPTIONITEM 1 2 3 4 5 6 CRETEX, ARMOROCK M-1 ADHESIVE CONSEAL PRO-RING OR EQUAL PRECAST POLYMER CONCRETE BASE WITH #5 FIBERGLASS REBAR MAT, WITH RISER SECTION PRECAST POLYMER GRADE RINGS, TAPERED AS NEEDED COMPOSITE (LOCKING) 5-INCH FRAME HEIGHT, PER PROJECT DESIGN SEE S1 SHEET 4 PRESS-SEAL, TRELLEBORG COMPOSITE: EJ USA, CAP, SEWPERCOVER - - - - 30-INCH, 36-INCH - - - - - - - - ARMOROCK OR EQUAL 6 FT SQUARE CONCRETE PAD 6"(SEE NOTE 4 BELOW)6"CONCRETE COLLAR DETAIL TOP OF MANHOLE IN UNIMPROVED AREA SMWD STD DWG NO. PATRICIA A. BUTLER RCE C57880 DATE CHIEF ENGINEER, Engineering Department APPROVED: REVISION:DECEMBER 2021 6/24 STANDARD DETAILS S1 4 of 6 GUIDE MARKER TYPE F PER OCEMA STD. 1402 6" MIN8"MINSET FRAME 1/4" BELOW PAVEMENT FINISHED SURFACE MANHOLE FRAME AND COVER MIN. 2" AC ROADWAY PAVEMENTCONCRETE COLLAR MANHOLE SHAFT COMPOSITE BOLT-DOWN LATCHING COVER AND FRAME SLOPE AWAY FROM MANHOLE COVER 5" MIN.1 1/4" 3 3/4" 1 1/2" MANHOLE FRAME AND COVER FRAME AND COVER DETAIL TYPICAL FOR 48", 60", 72" AND MONITORING MANHOLES MANHOLE FRAME 1" DIA. HOLE THIS LOCATION ONLY LETTERS 3" HIGH 3/4" DIA. HOLE (TYP) 3 REQ'D NOTES: 1.UNLESS OTHERWISE SPECIFIED, REINFORCED CONCRETE MANHOLES SHALL HAVE CAST IRON FRAME AND COVER. 2.POLYMER MANHOLES SHALL HAVE COMPOSITE FRAME AND COVER, UNLESS OTHERWISE SPECIFIED. 3.AT LIFT STATIONS, FRAME AND COVER SHALL BE COMPOSITE RATED FOR [H20 LOADING]. 4.ALL CAST IN PLACE CONCRETE SHALL BE CLASS 560-C-3250 W/ WIRE MESH. 3200 380036-INCH 30-INCH SBF 1252 SBF 1325 (3PC)A-1325 (3PC) A-1252 24-INCH (1)SBF 1254 A-1254 SOUTHBAY FOUNDRY CAST IRONPIPE SIZE COMPOSITE (2) ALHAMBRA FOUNDRY EJ GROUP (1)FOR REPLACEMENT OF EXISTING ONLY. (2)PROVIDE TITUS TWISTLIFT SECURITY LOCKS WHEN SPECIFIED ON THE PLAN. 2600 CONCRETE PER S1 NOTE 1 2"SEE NOTE 4 BELOW 18" SMWD STD DWG NO. PATRICIA A. BUTLER RCE C57880 DATE CHIEF ENGINEER, Engineering Department APPROVED: REVISION:DECEMBER 2021 6/24 CONSTRUCTION AND PAVEMENT RESURFACING PROJECT NOTES S1 5 of 6 NOTES: (Applies to manholes and valve cans during resurfacing projects) 1.DURING INITIAL CONSTRUCTION AND MODIFICATION OF EXISTING MANHOLES SUCH AS DURING PAVEMENT RESURFACING PROJECTS, THE CONTRACTOR IS REQUIRED TO IMPLEMENT MEASURES SPECIFIED HEREIN TO PREVENT DEBRIS AND CONSTRUCTION MATERIALS FROM ENTERING THE SEWER WHICH CAN CAUSE SEWER AND PUMP BLOCKAGES/SPILLS. 2.PROJECTS MODIFYING OR OCCURING WITHIN A DISTRICT EASEMENT REQUIRE AN ENCROACHMENT PERMIT FROM THE DISTRICT PRIOR TO CONSTRUCTION. 3.THE CONTRACTOR SHALL PROTECT SEWER MAINLINES AND FACILITIES AND OTHER STRUCTURES BY CONSTRUCTING "FALSE BOTTOMS" AND IMPLEMENTING OTHER MEASURES SPECIFIED HEREIN, REMOVING TRAPPED DEBRIS DURING CONSTRUCTION, AND EVENTUALLY REMOVING FALSE BOTTOMS ONCE ALL CONSTRUCTION IS COMPLETED AND ACCEPTED BY THE DISTRICT 4.FALSE BOTTOMS SHALL BE CONSTRUCTED OF PLYWOOD: ·MINIMUM 3/4-INCH THICK PLYWOOD ·FREE OF DEFECTS SUCH AS PERFORATIONS, DELAMINATION, AND EXCESSIVE WARPING ·COVER THE ENTIRE SHELF OF THE MANHOLE AS SHOWN ON S1 SHEET 6, CUT SUCH THAT THE PERIMETER FITS TO THE INTERIOR WALLS OF THE MANHOLE. 5.THE FALSE BOTTOM CAN CONSIST OF TWO PIECES OF PLYWOOD FASTENED TOGETHER TO PROVIDE COMPLETE COVERAGE OF THE AREA AND RIGID ENOUGH NOT TO DEFLECT AND NOT TO ALLOW DEBRIS TO PASS BELOW TO THE SEWER. ANY INTERNAL SEAMS SHALL BE GENERALLY PERPENDICULAR TO THE FLOW THROUGH THE MANHOLE. INDIVIDUAL PIECES OF THE FALSE BOTTOM SHALL HAVE A WIDTH AND LENGTH LARGER THAN THE MANHOLE INLET AND OUTLET PIPING. 6.THE CONTRACTOR SHALL PROVIDE A SUBMITTAL DETAILING THE PROPOSED MATERIALS AND PLACEMENT PROCEDURE FOR DISTRICT REVIEW AND APPROVAL BEFORE CONSTRUCTION. 7.FALSE BOTTOMS MUST BE PLACED IMMEDIATELY FOLLOWING THE INITIAL CONSTRUCTION OF THE MANHOLE OR BEFORE ANY MODIFICATION WORK BEGINS, AND SHALL BE INSPECTED BY THE DISTRICT. HOWEVER, IF THE MANHOLE HAS AN HDPE COVER INSERT OR IF IT HAS A BRICK AND MORTAR PLUG ON THE DOWNSTREAM END TO ENABLE PUMPING OF SEWAGE DURING CONSTRUCTION, THIS FALSE BOTTOM SYSTEM IS NOT NECESSARY. 8.THE CONTRACTOR SHALL REMOVE DEBRIS CAPTURED BY THE FALSE BOTTOM THROUGHOUT CONSTRUCTION AND SHALL REMOVE THE FALSE BOTTOM UPON COMPLETION OF ALL PROJECT WORK OR AS DIRECTED BY THE DISTRICT INSPECTOR. SMWD STD DWG NO. PATRICIA A. BUTLER RCE C57880 DATE CHIEF ENGINEER, Engineering Department APPROVED: REVISION:DECEMBER 2021 6/24 CONSTRUCTION AND PAVEMENT RESURFACING DETAILS S1 6 of 6 DEBRIS PROTECTION TYPICAL SECTION FALSE BOTTOM 3/4-IN THICK MIN PLYWOOD PIECES FITTED TO COMPLETELY COVER BOTTOM, WITH FASTENED OVERLAP, PLYWOOD SEAMS SHALL BE GENERALLY PERPENDICULAR TO THE PATH OF FLOW THRU THE MANHOLE LOWER/RAISE METHOD WITH LINER FLOW-IN-FLOW INSERT, PROVIDE DURING ORIGINAL MANHOLE CONSTRUCTION (INSERT NOT REQUIRED DURING RESURFACING PROJECTS) NOTES FOR PAVING PROJECTS: 1. TYING OFF OF ALL FACILITIES MUST BE DONE BEFORE WORK BEGINS. 2.SLURRY - COVER LID WITH CARDBOARD CUTOUT OR OTHER MATERIAL BEFORE SLURRY, REMOVE AFTER SLURRY. 3.RESURFACING WITH LOWERING FOR GRINDING. CITY, COUNTY OR HOMEOWNER'S ASSOCIATION HAS THE OPTION OF LOWERING THE MANHOLE TO ALLOW GRINDING, AND THEN RAISING TO FINAL GRADE AFTER RESURFACING. THE COST OF LOWERING IS THE RESPONSIBILITY OF THE CITY, COUNTY OR HOMEOWNER'S ASSOCIATION PER S1 SHEET 6 , DETAIL 1. DETAIL 1: PAVING PROJECT DETAILS DEMO CONC COLLAR, REPLACE AFTER PAVING REMOVE GRADE RING(S) AS NEEDED, PROTECT FOR REUSE, TEMPORARILY RE-SET FRAME AND COVER AT LOWER ELEVATION, GRIND AND PAVE, RAISE BACK UP WITH COLLARS/CONCRETE TO NEW ELEVATION, PROVIDE NEW COLLAR CLEAN CUT EXISTING LINER, APPLY CONTINUOUS BEAD OF SIKADUR 31 HI MOD GEL TO SEAL LINER EXISTING LINER BEFORE PAVING PIPE 5" PVC PIPE CONCRETE RING, CLASS 560-C-3250 ANCHOR BLOCK (SEE NOTE 2) - - - - - - - PER W12, CONDITION I - - - - - - - SEE SPECIFICATIONS VALVE PIPE STREET CL SEE NOTE 3 WATER MAIN2"6" MIN.6" MIN. WATER MAIN TRACER WIRE 6SEE NOTE 2 SMWD STD DWG NO. PATRICIA A. BUTLER RCE C57880 DATE CHIEF ENGINEER, Engineering Department APPROVED: REVISION:DECEMBER 2021 6/24 1.BUTTERFLY VALVE OPERATORS SHALL BE LOCATED ON THE LEFT HAND SIDE OF THE VALVE WHEN STANDING ON THE FLANGED END OF THE VALVE (AT THE TEE OR CROSS) AND LOOKING THROUGH THE VALVE TOWARD THE PIPE END. AT STREET INTERSECTIONS WHERE VALVE BOX LOCATION MAY INTERFERE WITH PROPOSED CONCRETE CROSS GUTTER, PIPELINE SHALL BE MOVED AWAY FROM STANDARD LOCATION AS REQUIRED. 2.ANCHOR BLOCK REQUIRED ONLY WHEN VALVE IS NOT FLANGED TO TEE OR CROSS. 3.ALL BURIED BOLTS SHALL BE COATED WITH SANCHAM INC. NO-OX-ID "A-Special" OR APPROVED EQUAL. 4.REFER TO STANDARD DRAWING S1, SHEET 5 FOR NOTES APPLICABLE TO RESURFACING PROJECTS NOTES BUTTERFLY VALVE GATE VALVE 2 #4 REBARS, TIE BARS NOT EMBEDDED IN CONCRETE SHALL BE CLEANED AND COATED WITH SANCHEM INC. NO-OX-ID "A-Special" OR EQUIVALENT PORTION OF TEE OR CROSS SHOWN FLANGED OR PUSHON CONNECTION 2 5 3 4 FINISHED STREET GRADE (SEE NOTE 4) CONSTRUCTION ITEMS / MATERIALS LIST ITEM SIZE AND DESCRIPTION MANUFACTURER MFR. CAT. NO. OR SPEC. 5 1/4" RISER AND COVER (BOX LID) (FOR RESIDENTIAL STREETS & UNIMPROVED AREAS) (HEAVY USE FOR ARTERIALS) 1 2 3 4 5 6 6855 SERIES FRAME w/FLANGED BOTTOM OMA UPC 145301 LID (SBF 1208N FLANGED BOTTOM FRAME w/TYLER LID) TYLER (SO. BAY FOUNDRY) - - - - - - - - - - - - - - - - - - - - - BUTTERFLY VALVE OPERATOR POSITIONS OPERATOR SEE NOTE 1 2 1 6SEE NOTE 2 1 WATER MAIN 2 PORTION OF TEE OR CROSS SHOWN FLANGED OR PUSHON CONNECTION 1 WATER WATER 3 4 VALVE, VALVE BOX & COVER W9 1 of 1 BUTTERFLY VALVE OR RESILIENT WEDGE GATE VALVE PER OCPW STD PLAN 1509 2 #4 REBARS, TIE BARS NOT EMBEDDED IN CONCRETE SHALL BE CLEANED AND COATED WITH SANCHEM INC. NO-OX-ID "A-Special" OR EQUIVALENT