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HomeMy WebLinkAboutN2017-0347I.20. IC[ IA1•r. City of Newport Beach III�II�IIIIIIIIIIIIIIIII I I I IIII I I II 7-0347 `~V 100ivic Center Drive, Newport Beach, CA 92660 NZI 1 Permit No:N201 f+ Permit Counter Phone (949)644-3311 Project No - 2201-2016 SCANNED . 1K, Online Inspection Request - www newportbeachca gov! Online =_ Services Inspection Requests Phone (949)644-3255 Job Address : 720 W BAY AVE NB Thomas:Guide: 9191131 Description : NEW DETECTOR CHECK UNDERGROUND FIRE LINE Parcel # : 0480-100-3 - Legal Desc : EAST NEWPORT BILK A LOT 169 ALL -INC BET SAME & HIGH TIDE LINE- THE Owner: NEWPORT HARBOR YACHT CLUB COMUTED Contractor: LINDLEY FIRE PROTECTION CO INC Phone: Phone: 714-535-5701 Address : 720 BAY AVE W Address : 2220 E VIA BURTON NEWPORT BEACH, CA 92661 ANAHEIM CA 92806 Contractor State Lic: 713562 Applicant: LINDLEY FIRE PROTECTION CO INC License Expire : 10 31, 2017 Phone: 714-535-5701 i Address : 2220 E VIA BURTON ANAHEIM CA 92806 Business License : BT30059432 Business Expire : 06 30, 2017 Special Cond.: PRE -CONSTRUCTION MEETING REQUIRED Workers' Compensation Insurance - - Carrier : CYPRESS INS Policy No : LIWC705426 W. C. Expire: 10 01, 2017 Permit Processing Fee $241.00 Sewer Connection : $0 00 Total Fee $648.00 Agreement Fee : $0.00 4TT Box Cover: $0.00 Paid : $648.00 Traffic control Plan Check $0.00 Total Water Meters : $0 00 Balance : $0.00 Inspection Fee : $407.00 Water Meter Connection : $0.00 Receipt No. Refundable Deposit $0.00 Total Water Meter Box : $0 00 Street Tree Fee $0.00 Adjustment : $0 00 Processed By Date _/_/ Other Department Date: Utilities Approval : Date . Permit Denied Date . _/_/ Traffic Approval . Date: _/ / Issued Permit L Date . General Services Approval Date: —/_/ CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT kXbl ^1AP IME70UTWI PROJECT ADDRESS: Z O wes+ a y e U DETAILED DESCRIPTION OF PROPOSED WORK: o . c. T I cJ 1t 1_SOf _Sk4C7 APPLICANT: ,TA v i eY'. 1 Phone: t 8 y— y/ 5o Email Address: .w� eJ 1 nd (e 0-` Yt� C� �'''• City/State/Zip: Mailing Address: Ce AS/f¢', OWNER: v o"t3 C r Cj Phone: Email Address: Mailing Address: Ci /State/Zip: p W '� -\ Ave>,lve-, t?t�JPo�J-he R Z-Z-6 ALL CONTRACTOR INFORMATION IS REQUIRED -PLEASE COMPLETE CONTRACTOR: C _ 've fto�eL+)aj Office Phone: 1�— S 7 6 Company (if different): Jobsite Phone: Other Phon I Email Address: r..-ZIYI ,ate. I_Azy r ..., o.�. lf_I 9 2''O6 State License Number & Class: City Business License Number: 56 Z G /6 -L3`!^/kEx ires: t0-3 i - 11 Expires: WORKERS COMP SATION INSURANCE - Certificate of Insurance (Section 3800 Labor Code) Compan : C Poliallo:LIW 6V 2 I Z Ex ires: Qi )'#EFUNDAQ(_E:DEPO$IT iNQRMKTIQIV.(lApp/icaple):. Refund Pa :abl6lo; . Mail Refund Td: ... . FOR OFFICE USE ONLY Special Conditions of Permit: ADDITIONAL APPROVAL REQUIRED FROM THE FOLLOWING DEPARTMENTS Utilities: Traffic: Fire: General Services: Other: Engineering Technician: PublicV17 Specialist: Dar, I , � Permit No. f./users/pbw/shared/enaoach/masterslep%wrksheet As \ - - \�G) �1 2 atc� Public Works Department 949-644-33 c r ALL UNDERGROUND WORK SHALL BE PERFORMED BY A LICENSED CONTRACTOR Contact "Underground Service Alert" At Least 48-Hours in Advance of Any Excavation at 800-422-4133 TERMS AND CONDITIONS OF ENCROACHMENT PERMIT 1 Encroachment Permits may be taken out by the owner of benefited property or a licensed contractor A licensed contractor must provide a 'Letter of Authorization" to allow another party to pull a permit An approved copy of the permit and construction plan shall be kept at the job site at all times Work, which has been done prior to issuance of a permit is subject to rejection/fine City reserves the right to void permit if work does not commence within 30 days after date of issuance 2 The Permittee agrees to defend indemnify and hold the City, its authorized agent, officers, representatives and employees harmless from any responsibility liability suit or action of any description arising out of any accident, loss or damage to persons or property occurring as a result of work undertaken under this permit 3 All work shall be done in accordance with the approved plans Standard Special Provisions and Standard Drawings of the City of Newport Beach and in compliance with all applicable Stale laws and City ordinances 4 Permittee guarantees all work performed under this permit to be free of hidden and latent defects Any failures shall be corrected within two weeks after notification to the satisfaction of the Public Works Director 5 A valid State licensed contractor must perform all construction within the public right-of-way unless waived by the Public Works Director A valid Stale Contractor License Class A can perform any work in the public right-of-way For construction or connection to water lines a valid State Contractor License Class C-34 is required For construction or connection to sewer lines a valid State Contractor License Class C-42 is required 6 All trenching and/or resurfacing shall conform to City Standard 105-L for parkway/roadway and City Standard 140-I-, in the alley, where a minimum half -alley width resurfacing shall be provided, unless otherwise directed by the Public Works Dept Contractors shall obtain permits to perform excavation or trench work from the California Division of Industrial Safety prior to commencing underground construction as required by State law Walls and faces of all excavations over 5 feet in depth shall be protected by a shoring system, sloping of the ground, or other equivalent means Trenches less than 5 feet in depth shall be guarded when hazardous ground movement may be expected 7 The Public Works Department Inspectors must inspect all work in the Public right-of-way Forms and subgrade must be inspected and approved before concrete is ordered/poured Sewer, pipelines, and subgrade construction must be inspected and approved before backfilling, or applicant may be required to excavate site Separate Utilities Department or General Services Department inspections may be required depending on scope of work performed 8 All trench restoration must be inspected by the Public Works Department No utility installation(s) shall be allowed over or within 5 feet of any City utilities unless approved by the Public Works Department Locate and pothole existing City -owned utilities tie water, sewer, or street lighting conduits) to verify locations Maintain a one -foot clearance over or under existing City -owned utilities Sewer cleanouts require VCP or PVC SDR35 be used with a 4TT box over the riser 9 Properly lighted barricades must be provided and maintained around all trenches excavations and obstructions All signs, flags, lights and other warning and safety devices shall conform to the requirements of the current "Manual of Warning Signs Sights and Other Devices for the Use in Performance of Work Upon Highways", issued by the California Department of Transportation If needed, barricades can be obtained from the City at a charge of $10 00 per barricade per day, with a minimum charge of $35 00 It is the responsibility of the applicant to place barricades to protect the general public Access to fire hydrants must be maintained at all times 10 Work within or near beach sensitive areas will not be allowed during, City holidays, spring break Memorial Day weekend, summer between .June 15 and September 15 and during the holiday season from December 19 to January 1, unless approved by the Public Works Department 11 Any work that extends into traffic or parking lanes and impedes the normal flow of traffic requires the applicant to acquire a Temporary Street Closure Permit from the Public Works Department Access for fire police and emergency vehicles must be maintained at all times Traffic Control must be per Work Area Traffic Control Handbook (WATCH) No nighttime traffic lane closures unless prior approval has been granted Any lane(s) closure on a major street will only be allowed between 9:00 a.m and 3.00 p.m. (Monday thru Friday) unless approved by the Public Works Department Any work affecting the Slate Highway's traffic or within the State Highway right-of-way will require a Caltrans Permit All vehicles shall be lawfully parked 12 This permit does not authorize the closure of sidewalks, streets or alleys for construction access, storage of materials, or parking of construction vehicles unless detailed on an attached Temporary Street Closure 13 Applicant must notify USA at 1-800-227-2600 2 days before starting any underground construction. Applicant must notify all affected residents 24 hours in advance of restricted access and any inconveniences 14 Refuse or unused materials shall be removed within 24 hours after completion of the work If not removed the City may remove and bill the applicant Coordinate alley closures with City's refuse pick-up days by calling 949-644-3066 for the collection schedule so service is not interrupted To place a dumpster or materials in the public right-of-way, a Temporary Street f;losure Permit must be obtained from the Public Works Department WORKER'S COMPENSATION INSURANCE (Section 3800 Labor Code) I certify that I have a Certificate of consent to self -insure, Certificate of rker's Compe saation Insurance, or a Certified Copy hereof. � 7 Date L` 2 7 / 7 Signature � CERTIFICATE OF EXEMPTION tion 3800 Labor Code) I certify that in the performance of the under this permit, I shall not employ any person so as to become subject to California Worker's Compensation Laws. If, after signing this certificate I become subject to the Worker's Compensation provisions of the State Labor Code, I must comply with the provisions of Section 3700 or this permit shall be deemed revoked. Date: Signature: CONTRACTOR LICENSE EXEMPTION As the Owner of the benefiting property, I certify I am personally performing all work in the Public Right -of -Way. Date: Signature: HOLD HARMLESS STATEMENT I understand that I am locating minor encroachments within the City Right-of- Way/Easement. As property owner it is my responsibility to maintain the encroachments. I will be responsible for replacing the improvements if the City removes them for maintenance of utilities or other public need. I shall indemnify and hold the City harmless for any liability associated with the minor encroachments. Date: Signature: 24-hour notice for Encroachme Permit Inspection is r uired by calling Public Works at 949-644-3311. 15 Any above ground utility facdit Y ill require cw enled proval from the adjacent affected property owner(s) 16 Homeowner, contractors s c and ontracotrs may each be liable for violations of Water Quality Laws Best Manag6rnent Practices will be enforced It is against the law to discharge construction debris into the gutter and storm drain Felony violations of Water Quality Laws are punishable by fines up to $25,000 and/or up to three years in Stale prison plus the full cost to clean up an illegal discharge or spill 17 If a refundable deposit was paid, applicant must submit a Soils Compa( trr) Certificate or Evidence of a Slurried Backfill and request a final inspection from the Public Works Department Monies may be held for six months after final inspection before a refund will be processed 18 No trees in the public right-of-way shall be planted, removed, trimmed, or relocated without approval from the General Services Department 19 All work in the public right-of-way must meet the approval of the Public, V"Jork�, Department or corrections will be required (i e removals, exposing connecb(„1s. etc ) Additional inspection fees may be required 20 Permit is for standard materials in the public right-of-way only unless previously approved by Public Works and an Encroachment Agreement has been processed 21 Permit is valid for "description" of work noted on front only Additional work performed may require issuance of a separate permit and/or additional fees No work related to this encroachment permit shall be performed until the Public Works Department has issued this permit. Applicant hereby acknowledges he/she has read an nderstan s e terms and conditions of this permit and he/she agrees to abide by them. Permit is void if work is not commenced within 30 days after issuance -7 / Permit fees are nonrefundable. (Date: �— f��l.1 atl�e:/ FEE WORKSHEET FOR ENCROACHMENT PERMIT CITY OF NEWPORT BEACH PUBLIC WORKS "DEPARTMENT All Fees Are Non -Refundable Unless Otherwise Stated PROJECT ADDRESS: -1 .) DJ L PERMIT N2017- NUMBER: APPLICANT: Permit Processing Fee: Inspection Fee: Public Works Only $241.00 Public Works Field Inspection Other Department $275.00 Utilities Field Inspection General Services Inspection Agreement Fee: Water Quality/Artificial Turf Inspection Preparation of Report/Agreement $81', Document Recordation Fee $192.00 Refundable Deposit: Monitoring Wells $502.00 Improvements WA Street/Alley/Walk Closure: $65.000 Newspaper Rack Inspection $108.00 0 Traffic Control Plan Check 8-1/2" x 11" $65.00 Sewer Connection Fee $250.00 24" x 36" $143.00 4TT Box & Cover $64.00 Additional I THE FOLLOWING ITEMS REQUIRE APPROVAL FROM THE Revenue Division I I REVENUE DIVISION PRIOR TO PAYMENT OF FEES ]Approval: I Qty. (Water Meter: Installation Charge $528.001 1 13/4" Meter $50.25 Water Meter Boxes: 1 11" Meter $121.50 For Parkway & Sidewalk Area (Box + Cover = Cost) 1 11 1/2" Meter $285.00 1" Meter: 13.00 + 37.00 $50.00� 1 11 1/2" Turbine Meter $700.00 2: Meter: 27.00 + 61.25 $88.25 12" Meter $425.00 12" Turbine Meter $845.00 For Traffic & Alley Areas (Box + Cover = Cost) 13" Meter $3,310.00 1" Meter: 13.00 + 38.00 $51.00� 14" Meter $4,730.00 2" Meter: 27.00 + 162.00 $189.00 1 16" Meter $7,190.00 fi Qty. Budget Number Certificate of Compliance Fee (+100% of hrly over 3 hrs) $288.00 5200-5029 Development Services Fee (Plan check hourly) $155.00 5200-5015 Final Tract Map Checking Fee $2,488.00 5200-5026 Final Parcel Map Checking Fee - Moderate $2,488.00 5200-5027 Lot Line Adjustment Fee $1,079.00 5200-5028 Park Dedication Fee Zone TBD 405-470 Street Easement/Vacation Fee (+100% of hrly over 4 hrs) $1,022.00 5200-5031 Street Tree Fee ($700 Planting Fee) TBD 030-2284 Engineering Tech: Total Amount Due: For Finance Use Only Lrb Permit S ecialist Receipt No. f /users/pbw/shared/encroach/masters/ep front and back masters/ Rev 1/5/2017 epfeesheet As -revised 10/21/2016 -=- PROPERTY LINE RAMP FOR BOATS - - (E)FLOATING DOCK RAMP (E)FLOATING DOCK (E)FLOATING DOCK ANY WORK ASSOCIATED WITH THE - (E)FLOATING DOCK WATER EXISTING DOCKS, RAMPS, ETC. IS J EXCLUDED FROM THE SCOPE OF THESE 1 (E)FLOATING DOCK RAMP DRAWINGS, TYP. - -- - / 145'-21/4" i -------------- i- i -� uJ (E) SEAWALL f - - i - - - --� Cn WITH RAILING WATERi(E)BENCH--- TO REMAIN. - i I --- : __ - = --- - - - ----------' LAB EDGE WITH RAILING r ---------- ==-t-- I i =r n�r I ! U U - - - I ; I -- ---r---- -- ----- -y -- I --- -- - _--- -- -- Q -- ------ - I_ i ----- +. - - I ! ! 6 j 2Q' W CLEAR PATH ' M-- a (E) FLOATING DOC t,- FOR FIRE ACCESS _ 13 1 i r z "r------- --- _ - ! I LANE I �/ Y 0 17 - --- 1 _ �-� PROPERTY LINE ILJ L), I (E)ACCESSIBLE -/ I �_ ! Q__` PATH OF TRAVEL. i i ! 14 �-, -` - ---- - --- - i - - - - -- - 0 (E) PIER ! I _- - ---- I i i (N)ACCESSIBLE i ; - 14 --- - ---------- I j SETBACK LINE PATH OF TRAVEL. I - _ _ - - --�'-- ❑ -- --------------- it ALTA BOUNDARY L I -7 , I I /' I I I I 1.' L .�--f,` _ - - I --------- ---------- !I - 1j--- i------------------------ ! WATER =--- co c-- ----- 1 i I!LLF 11 I II f (N) 5'-8" HI METAL ! i BIB _ ?„ = FBG - - HOSE BIB ! i ! i FENCE WITH V -� ,,, F.EG L-J �! WATER ! i VERTICAL BARS (N) 5'-8" HI METAL ! i SPACED APPROX. i 13 I f C% L;z _ J1 ______ i j I ! , 1 I>GC>>It ! ! ! CLUBHOUSE I I 6" APART PAINTED `�1� 30'-0" ===j--==- = ' CE� 4 FENCE WITH I I ! I I _ 1 _ I! VERTICAL BARS ! ! WHITE. j i NTA E INCR = - II ! PARCEL 8 ! i REPLACEMENT ! ,SPACED I I I I ---- - - __ II ! APPROX. 6" i ! i I i I I i Y r- _ �= APART PAINTED i ! I i 1 i APN#: 048 010 03 II WHITE. - 1 PARCEL 6 I I - - ___"-"" -i"=-�1 - _ 4 - 1 TYPE VA FULLY SPRINKLERED PARCEL 9 I I I I -- ; �� - J A-2, A-3, B, M, S-1, AND S-2 I ! -0,1 - (2-STORIES) (PARCEL 4) i ! - I r, FRONTA E INCREA E (E)BOAT I I i i ! i it SE (BACK STORAGE ' I I _ _14 0.13 ACRES E BOAT -- STORAGE AREA �� I ' ! I 1.69 ACRES - --- - I !I 13 f j i f I ; _ .LI - ; i 13 ! i 7 i (N) ACCESSIBLE I _ _ - - - r ? I ( ) I nt i i I I � E SAND AREA i _ - -- •::] i i i i (E)BOAT i I I I I PATH OF TRAVEL_- O 1 <� GI I � STORAGE AREA I j l I L L_ HOSE BIB LONG TERM BIKE RACK l -4LZLL FOR 7BICYCLES MIN. BITRASH i ! i ;---------- L_ y3° i - N TRANSFORME I f PA L -- j� PARCEL 1 y - - , _ - I ( ) _ \ -- / i R l �= a-- p PARCEL 3 PARCEL \ I u r L SPRINKLER _ _ I `1 l i -_ ---- l p f (� i PARCEL 7 I -- - RISER r O- l 1* _ - ---------- _ I a ; =] � -1 1 1 n �-_--_ 3 I• 1 �� n i �� � � I ST LT FP-3.0 w I BF2 BF) FP-3.0 ST. LT• --------- -----_ -- -;---- - O r 1�1V 15 WA!=R ---1c;-------------------------- -------------- ----- RECYCLE ! c 18 ES 3000SS DBL. o ---'-- tiNA TER 1 I SRC CH.ASSY. o Q r - ---- - BIN (� HOSE BIB 14 (N) 2-WAY F.D.C. g P.O.C. M' c"'7 ~ -HOSE BIB FENCE-D (N)12" WIDE X 16" HIGH SIGN "PUBLIC VIEWING 4 FENCE 4 5 17 a u 14 4 I q HYDRANT. FIRE FIRE LOCATION." WALL MOUNT ON EXISTING BLDG 13 (E) 6" LATERAL Z 14 ROPERTY LINE HYDRANT. WALL. 1 1 3 0 17 I I IRE HYDRANT (E)ACCESSIBLE W. BAY AV N U E 4 16 PATH OF T"VEL. - GAS - GAS - -- GAS GAS 15 t1. _ > 15 I- E -1 L� I PROPERTYLH EJ/- �L ------------ X T^ I T' I ` I I I % ' %/ I i X I X v i i II I it I i i i -7i�yi i �///i // // // ///. i ) % cersroa. CARPOOL CARPO°L CARPOOL CARPOat. CARPOOL aARPaPI ' I ® ! cARPOa c�RPoo� � OL I i / I j j / / �// / ,�i / j / j /i l i i i i i i PARCEL 10 SHOT TERM BIKE RACK FOR 7 - (,E)/ f---------------- --- ------------ i I BICYCLES MIN. I ; / l RESIDENCE- a-! -- ; i (E) P,f1RKING (123 SPACES) O �_ NOT A PART OF PERMIT X - i �i 0.93 ACRES i ' i / �, % .%� i rJ I i t i i I i I / I I ii //.i• I � I ) / x --------------------- -------- -------- ------- _­_ 4 I I � I I I I I / I I I '/'i /' ' I o ;'i` ,.//•, .' / :'i' / , ' "= I �� `�ii/ X W 46 -- - - - �- . t © 2" SAS (E) / 1 6" WAT- P - - 6" WATFR �- - - -� ATE ® 6„ WA! R RESIDENCEINA I // I I I I I I I I I I I I � i �iA I I ------------------- ­4 I / fly I //'-'// /%/ •//'% % /% :���� /,' I j I i i I I J 12 PARCEL 10 I LI .------------ ---- ----------------� I ! I I ! ! ! !------- --- --- - 1 I C L---,�_{f � ;tea 45° BEND L TEE ��"���' �/>b/4 %� �►�� R ter, �� � f L CROSS DEAD END L 22H ° BEND rY ATV 4.%16 * /L L �f L TYPICAL 90° BEND I IG ° BEND THRUST BLOCK GENERAL NOTES: 1. Force main pressure test shall be performed in accord with concrete curing requirements. Concrete shall be 560-C-3250. 2. Thrust blocks shall bear against undisturbed soil, backfill compacted to 100% relative compaction, or class 100 E 100 slurry. 3. Bearing areas L x H are computed for test pressures of 225 PSI in mains laid in o cohesionless soil (c=0) with intemal angle of friction of 37% a unit weight of 110 PCF, and at least 36" of cover. 4. Bearing areas L x H shall be approved by the engineer where mains: (A) bear against weaker soil than described above, (B) have less than 36" of cover, (C) will be tested at more than 225 PSI or (0) are not represented by a fitting or size shown hereon. 5. L is approximately equal to H for smaller thrust blocks. L is greater than H for larger thrust blocks. H shall not exceed trench height. See STD-106-L for standard trench dimensions. THRUST BLOCK BEARING AREA L X H IN SQUARE FEET Fitting & Size Dead End Tee or Cross 90'Rend 45° Berrd 22H° Bend I1G° Bend 4" 1.7 2.4 2.4 1.3 0.7 0.3 6" 3.7 5.3 5.3 2.9 1.5 0.7 8" 6.7 9.4 9.4 5.1 2.6 1.3 1-)" 15.0 21.2 21.2 11.5 5.8 2.9 16" 26.6 37.6 311.6 20.4 10.4 5.2 18" 33.7 47.6 47.6 25.8 13.1 6.6 24" 59.9 84.6 84.6 45.8 23.3 11.7 all" 93.6 132.2 132.2 71.5 36.5 18.3 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT THRUST BLOCKS APPROVED: RCC NO. 36106 Drawn: M. Elias Dale: Jan. 2004 DRAWING NO. PUBLIC' WORKS DIRECTOR Scale: N.T.S. S A' Siamese pumer fittings, post -indicator valves 3 1 t w 1 3 ! 11 \ I % '/ /// �i / / //'% ' / X etc. are prohibited as part of this assembly. _ __ ______ ________ _______ ______ IT _ __ ___/' -------------- ---1-- - ; They shall be installed at some point 13 - _ downstream of the below grade 90 ' bend. �O ��/^ F i I ' Q3 1 /' / ' / ' ' ' ' ' 4 11 24' minimum 10 12 4 36" maximum 6" thick 11 7 6" thick �4" agger. base Q 7 15 9 \ 8 Profile View: not to scale Sub' ct to Fire Sub' ct to Util. ep . mspec TIon-Dept. inspection �l 6" 13 ball valve shut -offs (test cocks) .. e . ° ' 9 e 3 °" ° 'A '. • 4 e ° 4 -- - �- __ O a ° �6 4 12' n a ° Plan View: not to Scale 11 12 13 ball valve shut -offs (test cocks) CONSTRUCTION NOTES: 0 Approved double check valve assembly. Contact CNB Utilities O Consumer piping AWWA approved potable water pipe Dept. (644-3011) for list. material, class 150 or higher. O Long radius 90' bend, FEWE, cement lined D.I. 10 Ad;rs'oble steel pipe support, hot dip galvanized after fabrication per STD-522-L. Paint to match piping and OResilient wedge gate valve, OS h Y w/flanged ends. volving• O4 Bypass double, spring loaded, poppet check valve assembly D.I.P. mortar lined spool piece (FE). 11 with multiple test clocks. O 150 lb. ANSI rated flange. Fabricated integrally with spool. 12 Assembly must be matched to the main line assembly to O6" thick concrete slob. Reinforced with W1.4 x W1.4 weld provide lower head loss. wire mesh. Concrete shall be C-560-3250 mix. 13 Magnetic drive, low head loss, bypass meter capable of OLong radius 90'bend, cement lined D.I., FE x FE or FE x reading flows from Y4 to 20 gpm. Register shall record MJ ends w/ retainer glands. flows In units of cubic feet. ® Citysupply pipe. Class 52 mortar lined pipe wpolyethylene 14 Bronze body, rubber seated ball valve shut-off with lever P Y P P / operator. encasement or 150 (200 where applicable) asbestos cement pipe. 15 Install thrust block per STD-510-L-A. GENERAL NOTES: r in shall b 1 with n Alkyd Enamel point system consisting of o 2 mil rimer coat and two 2 1. All above g mil pl g s a g pointed t o vd E e pa ,r p O coots of Z mils (each) high gloss enamel. Color shall be white, blue, red, or green. 2. All below grade ductile iron fittings and piping shall be encased in accord with AWWA standard in an 8 mil polyethylene wrap. 3. All flange bolts shall be type 316 stainless steel. Mechanical joint bolts shall be manufactured from either malleable iron or self -weathering Corien Steei. 4. Back flow device shall be installed in easement granted to City. Minimum size is 5' wide x 10' long. CITY OF NEWPORT BEACH APPROVED: PUBLICWORKS DEPARTMENT J- , Double Check Detector RCE NO. 36106 PUBLIC WORKS DIRECT -OR Backflow Prevention Assembly Date:IJan'20'04s Sca1e1N'T.S.K DRAWING NO. CTn_S W. BALBOA BOULEVARD SITE UNDERGROUND FIRELINE PLAN 5 0 10 20 I I I I SCALE: 1 "=20' POTTER-ROMER OR EQUAL TWO-WAY CLAPPER INLET FIRE DEPT. CONNECTION 4"x2'/z"x2'/2" 4" x 0'-4" FLG. x THD. PIECE -�� O " - 4" WAFER CHECK VALVE °O 2 4" FLG. SPOOL PIECE 4" FLG. x M.J. - ELBOW M i j..CONCRETE THRUST BLOCK !ETAIL SCALE: NO 2 DIAL 811 T LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA L X f BUILDING PERIMETER CMU WALL EXTERIOR MIN. 7' ANNULAR SPACE GROOVED CONNECTION INTERIOR �o FIN. FLR. a ti.yr I ° •. 11 e AMES SERIES IBR STAINLESS III-ITI -11=11 11-=111=1�-T STEEL IN -BUILDING RISER '��III 11 III II! 1TII!- 2" CLR. MIN. SHALL BE PROVIDED CONC. THRUST BLOCK - FROM STRUCTURAL ELEMENTS PER NFPA 13 RA 3ER DETAIL SCALE: 0NONE SITE KEYNOTE LEGEND GEXISTING TRASH ENCLOSURE. �- NEW SLIDING GATE FOR ACCESS TO BOAT YARD CRELOCATED PROJECT SIGN (MOUNTED TO FENCE) Cam. NEW CEMENTITIOUS FIBER FENCE (BOARD AND BATTEN - 6-8" HIGH) J EXISTING DRIVEWAY TO BOATYARD TO REMAIN 0 EXISTING DOCKMASTER OFFICE TO REMAIN (NO WORK) OEXISTING MAINTENANCE SHED TO REMAIN (NO WORK) EXISTING RESTROOM BUILDING TO REMAIN (NO WORK) ( 9 > LANDSCAPE PLANTER (HATCHED AREA AT STREET SIDE OF NEW BUILDING) 09 10 SIGNAGE EVACUATION AND INSTRUCTIONS C, 0 11 SIGNAGE STAIR IDENTIFICATION 12 TRAFFIC MARKING - STOP 13 SIGNAGE ACCESSIBLE PATHWAY DIRECTIONAL 14 SIGNAGE ACCESSIBLE ENTRANCE 15 (E)SIGNAGE ACCESSIBLE PARKING STALL \ (E) PEDESTRIAN CROSSWALK 17 \' APPROXIMATE LOCATION OF KNOX BOX WITH 3-SETS OF ENTRY DOOR/GATE KEYS. ALL GATES USED FOR FIRE ACCESS WILL BE (MINIMUM) 5' WALK-THRU GATES WITH SUB -KEYED KNOX BOX WITH 3-SETS OF GATE KEYS. KEYS WILL BE PROVIDED FOR: LOCKED POINTS OF INGRESS AT INTERIOR 8r EXTERIOR POINTS OF BUILDING, TO LOCKED MECHANICAL 8r ELECTRICAL ROOMS AND TO ELEVATOR CONTROLS. 18 LOCATION OF EXISTING TRUNCATED DOMES NEWPORT BEACH LIFE SAFETY SERVICES NOTES FOR UNDERGROUND PIPING FOR PRIVATE HYDRANTS & SPRINKLERS 1. Prior to installation, all required permits shall be obtained from the Building Division. 2. Inspections are required: (1) prior to pouring thrust blocks, (2) for hydrostatic testing and (3) for fluch. Call City of Newport Beach automated inspection request line at (949) 644-3255 or go online at: http: //newportbeachco.gov/government/departments/community- development/building-division/building-permit-inspection-request-status. 3. Installation, inspection and testing shall conform to NFPA 13 and NFPA 24. 4. Double check backflow prevention valve assembly required. Contact the Newport Beach Public Works Department at (949) 644-3311. 5. Fire hydrant supply piping shall be a minimum of 6 inches in diameter. The lowest operating nut shall be a minimum of 18" above grade and the hydrant flange shall be a minimum of 2" above grade. 6. Fire hydrants shall be a minimum of 40' from all structures. A keyed gate valve shall be provided for each hydrant in an accessible location. Valves shall not be located in parking stalls. 7. All pipes shall be approved for use in fire service systems (Class 150 minimum). Class 200 shall be used where the pressure may exceed 150 psi. 8. All ferrous pipe and fittings shall be protected with a loose 8-mil polyethylene tube. The ends of the tube and splices made for "T"s of other piping components shall be sealed with 2" tape, approved for underground use. Galvanizing does not meet the requirements of this section. All bolted joints shall be cleaned and thoroughly coated with asphalt or other corrosion retarding material after assembly and prior to poly -tube installation. 9. A 12" bed of clean fill sand shall be provided below and above the pipe (total 24"). 10. All bolts used for underground connections shall be stainless steel. 11. A minimum of 30" of cover from finish grade to the top of the pipe, shall be provided. When surface loads are expected, a minimum of 36" cover shall be provided. 12. Thrust blocks or other approved method of thrust restraint shall be provided wherever pipe changes direction. 13. The trench shall be excavated for thrust blocks and inspected prior to pour. All corrosion protection shall be in place. 14. A hydrostatic test (200 psi for two hours or 50 psi over maximum static pressure, whichever is greater) shall be witnessed by a Life Safety Services Inspector. The trench shall be back -filled between the joints to prevent movement of pipe. 15. The system shall be thoroughly flushed before connection is made to overhead piping. Flow shall be through a minimum of a 4" hose or pipe unless otherwise approved by the Life Safety Services Inspector. Inspector shall witness the flush. 16. Private hydrants, sprinkler control valves, post indicating valves and fire department connections shall be painted OSHA red. 17. All control valves shall be locked in the open position. 18. Contractor shall provide Life Safety Services a completed Contractor's Material and Test Certificate for Underground Piping and Aboveground Piping at time of final inspection in accordance with Chapter 10 and 13 of NFPA 13. 19. Provide sign on FDC in accordance with Newport Beach Life Safety Services Guideline F.03 - Identification of Fire Department Connections. Show sign on plan. 20. Post indicator valves shall be set so that the top of post will be 36" above final grade. 21. The Fire Department connection should be located not less than 18 inches and not more than 4' above the level of the adjacent grade or access level. " 22. On -site hydrants shall be provided with blue dot reflective markers. 23. Backfill shall be wel! tampered in layers and wetted under and around pipes to prevent settlement or lateral movement. backfill shall consist of clean fill sand to a minimum 12" below and to a minimum of 12" above the pipe. 24. Only ductile iron pipe shall be used under buildings or as an approved listed assembly. Pipe under buildings shall terminate a maximum of 18" from the exterior wall and six inches above finished floor. A minimum of 2" clearance (interstitial space) shall be provided where the pipe passes through the floor or wall. SCOPE OF WORK 1. POINT OF CONNECTION TO BEGIN AT DOWNSTREAM SIDE OF EXISTING 6" LATERAL AT PROPERTY LINE. 2. NEW DOUBLE CHECK DETECTOR ASSEMBLY (AMES MODEL 3000 SS) TO BE INSTALLED AT PROPERTY LINE FROM EXISTING 6" LATERAL. 3. LINDLEY FIRE PROTECTION TO INSTALL UNDERGROUND PIPE FROM P.O.C. TO BUILDING AUTO. SPRINKLER RISER, AS SHOWN. 4. NEW 2-WAY FDC (4" x 2'/2" x 2'/i") WITH CHECK VALVE TO BE PROVIDED, AS SHOWN. 5. OSS.Y VALVE ON DOUBLE CHECK ASSEMBLY TO SERVE AS SYSTEM CONTROL VALVE FOR SPRINKLER SYSTEM. 6. NO STREET WORK INVOLVED IN THIS SCOPE OF WORK. 7, ALL PIPE ON SITE TO BE PVC C-900, CLASS 150 AND DUCTILE IRON WHERE REQUIRED. O- DENOTES HYDRAULIC CALCULATIONS REFERENCE POINT IL WQ NtILAtION c3 z C-16/C-34/A - LICENSE N0. _ 713562 Exp.: 10/31/17 \TF OF CPS 0w Z: wULU� I-=Op��?Q ¢►-� 0U�r=i>00lu Dise' p O w 3�--❑ I NQZUQU z Q U w O� w U H Z � N LU O J �Z��z'ZLm Q 0- 3: Z��U F- Q wI-? -Ow J LU ¢ O ? CL � Z 4 J t>gO��p_O�OUQ Z ~ � w ❑ I_ L`L O ,. 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