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HomeMy WebLinkAboutS_5265_S0 C -8 C -< 0 u C -"' 0 > >' m "' ~ 0, ~ - "' 0 N "' N N ' - 0 w 5 ~ ~ 0, • u 0, "' N 0 • ~ ~ / 0, • u / 0 0 ., c- "' s- / 1'l u • ·a C ~ / > 6 z ~ "" 0 VICINITY MAP :::r:: u < w CD >-' "' z i:2 (!) t;; z "' =-I-~ "' z 0 0 => I!, :::r:: LL. >-I-u ADAMS Al/f. CITY OF COSTA i MESA VICTORIA w > <C 191H ® INDICA1£S AREA SHOWN ON LOCATION MAP ~ d "' m ORANGE COAST "' COLLEGE 0 m "' < ~ ST. PAc1r1c GENERAL NOTES BAKER 1. ALL WORK DETAILED ON THESE PLANS TO BE PERFORMED UNDER CONTRACT SHALL. EXCEPT AS OTHERWISE STATED IN THE CITY'S STANDARD SPECIAL PROVISIONS, OR IN THIS CONTRACT'S SPECIAL PROVISIONS, BE CONSTRUCTED IN ACCORDANCE WITH THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION,' 1997 EDmON AND SUPPLEMENTS TO DATE. 2. EXISTING UNDERGROUND UTILITIES ARE SHOWN AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION, AND ELEVATION IN THE FIELD, PRIOR TO BEGINNING OF CONSTIRUCTION. 3. STATIONING REFERS TO CENTERLINE OF STREET. 4. EXISTING UNDERGROUND UTILITIES ARE SHOWN AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE FIELD PRIOR TO BEGINNING CONSTRUCTION OF THE NEW FACILITIES. 5. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO ALL ADJOINING CURBS AND WALKS. 6. ALL UNDERGROUND WORK SHALL BE COMPLETED PRIOR TO PAVING OF STREET AND DRIVEWAYS. 7. SEWER, WATER AND STORM DRAIN LINE DISTANCES SHOWN IN PROFILE AND IN ESTIMATED QUANTITIES ARE HORIZONTAL DISTANCES. 8. THE CONTRACTOR SHALL REQUEST INSPECTION FROM THE PUBLIC WORKS DEPARTMENT 48 HOURS IN ADVANCE OF PERFORMING ANY WORK AT (949) 644-3311. THE PUBLIC WORKS DEPARTMENT INSPECTOR SHALL ALSO BE NOTIFIED AFTER PLACEMENT OF FORMS AND PRIOR TO PLACEMENT OF ANY CONCRETE FOR CURB &: GUTTER SO THAT THE FORMS CAN BE CHECKED FOR LINE AND GRADE AND COMPARABILITY WITH EXISTING CONSTRUCTION. 9. THE WALLS AND FACE OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE EFFECTIVELY GUARDED BY A SHORING SYSTEM; SLOPING OF THE GROUND OR OTHER EQUIVALENT MEANS. TRENCHES OR EXCAVATIONS LESS THAN FIVE (5) FEET IN DEPTH SHALL ALSO BE GUARDED WHEN EXAMINATION INDICATED THAT HAZARDOUS GROUND MOVEMENT MAY BE EXPECTED. 10. THE CONTRACTOR(S) SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK AS DESCRIBED IN No. 9 ABOVE. 11. ALL SEWER PIPES SHALL BE BEDDED IN ACCORD WITH CITY OF NEWPORT BEACH STD-106-L. 12. WATER MAINS SHALL HAVE A MINIMUM OF 30" OF COVER FROM SUBGRADE. 13. ALL CONCRETE SHALL BE 540-C-3250. 14. THE FIRE DEPARTMENT SHALL BE NOTIFIED 48 HOURS IN ADVANCE OF ALL LANE CLOSURES. 15. VCP SEWER PIPE MAY BE USED IN LIEU OF PVC BY SPECIAL PERMISSION PIPE SHALL BE MANUFACTURED PER ASTM D-3034 SDR OR ASTIM F-789. ALL FITTINGS SHALL BE PREFABRICATED FULL-BODY FITTINGS. PVC SEWER PIPE BEDDING SHALL BE 3/4' CRUSHED ROCK FROM 6" BELOW THE PIPE TO 12" ABOVE THE TOP OF PIPE AND SHALL BE CONSOLIDATED BY JETTING JETTING PRIOR TO COMPLETION OF TRENCH BACKFILL 16. ALL SEWER LINES TO BE OWNED, OPERAlED AND MAINTAINED BY THE CITY OF NEWPORT BEACH SHALL BE VIDEO INSPECTED AFTER CLEANING, AIR TESTING AND MANDRILLING. ALL VIDEO INSPECTION SHALL BE PERFORMED BY THE CITY UTILITIES DIVISION. THE DEVELOPER SHALL PAY THE CURRENT RATE ESTABLISHED BY THE CITY FOR VIDEO INSPECTION. ANY SEWER LINE FOUND TO BE INSTALLED INCORRECTLY, DEFECTIVE, DAMAGED OR OTHERWISE SHALL BE REPAIRED/REPLACED AND REINSPECTED, INCLUDING AIR TEST, MANDRIL AND VIDEO, PRIOR TO ACCEPTANCE. 17. SIX SETS OF SHOP DRAWINGS FOR ALL MATERIALS SHALL BE SUBMITTED TO TH CITY PRIOR TO CONSTRUCTION . NO WORK SHALL BEGIN UNTIL APPROVED SHOP DRAWINGS ARE OBTAINED. PRIVAlE eGNEffi'S NOlE TO CONTRACTOR THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STIRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THIS PLAN. THE CONTIRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT THE UTILmES SHOWN AND ANY OTHER LINE OR STRUCTURES NOT SHOWN ON PLAN AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES. CONTRACTOR SHALL VERIFY ALL CONDmONS AND DIMENSIONS AND SHALL REPORT ALL DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. UNIVERSITY r e ~ N.T.S. U.C.I. PUBLIC WORKS DEPARTMENT FASHION ISLAND RESTAURANT PAD D SANITARY SEWER, DOMESTIC WATER, STORM DRAIN AND UNDERGROUND FIRE IMPROVEMENTS NOTES FOR UNDERGROUND PIPING FOR PRIVATE HYDRANTS AND SPRINKLERS 1. PRIOR TO INSTALLATION, ALL REQUIRED PERMITS SHALL BE OBTAINED FROM THE BUILDING DEPARTIMENT. 2. INSPECTIONS ARE REQUIRED: 1) PRIOR TO POURING THRUST BLOCKS, 2) FOR HYDROSTATIC TESTING, AND 3) FOR FLUSH. SCHEDULE ALL INSPECTIONS 24 HOURS IN ADVANCE. CALL CITY OF NEWPORT BEACH AUTOMATED LINE AT 949-644-3255 OR GO ONLINE AT HTTP:/ /WWW.CITY.NEWPORT-BEACH.CA.US>. 3. INSTALLATION, INSPECTION, AND TESTING SHALL CONFORM TO THE 2010 EDmON NFPA 13, 2010 EDITION NFPA 22 AND THE CALIFORNIA FIRE CODE 2010 EDmON. 4. DOUBLE CHECK BACK FLOW 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 FEET 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 PIPING SHALL BE APPROVED FOR USE IN FIRE SERVICE SYSTEMS {CLASS 150 MINIMUM). CLASS 200 PIPE 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 Mm THE REQUIREMENTS OF THIS SECTION. ALL BOLTIED 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 STAINLJESS 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 TIRENCH SHALL BE EXCAVATIED 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 WITINESSED BY AN NBFD INSPECTOR. THE TIRENCH 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 NBFD INSPECTOR. NBFD INSPECTOR SHALL WmNESS 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. VALVES SHALL BE MONITORED IF THEY SERVE 100 OR MORE SPRINKLER HEADS. 18. CONTRACTOR SHALL PROVIDE TO FIRE DEPARTMENT A COMPLETED "CONTRACTOR'S MATERIAL AND TEST CERTIFICATE FOR UNDERGROUND PIPING / ABOVEGROUND PIPING" AT TIME OF FINAL INSPECTION IN ACCORDANCE WITH CHAPTER 10 OF NFPA 13, 2002 EDITION. 19. PROVIDE SIGN ON FDC IN ACCORDANCE WITH NEWPORT BEACH FIRE DEPARTMENT STANDARD #F-1 (ATTACHED) SHOW SIGN ON PLAN. 20. POST INDICATOR VALVES SHALL BE SET SO THAT THE TOP OF POST WILL BE 36 INCHES ABOVE FINAL GRADE. 21. THE FIRE DEPARTMENT CONNECTION SHOULD BE LOCATED NOT LESS THAN 18 INCHES AND NOT MORE THAN 4 FEET 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 WELL 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 INCHES BELOW AND TO MINIMUM OF 12 INCHES ABOVE THE PIPE. 24. ONLY DUCTILE IRON PIPE SHALL BE USED UNDER BUILDINGS. PIPE UNDER BUILDINGS SHALL TERMINATE A MAXIMUM OF 18 INCHES FROM THE EXTERIOR WALL AND SIX INCHES ABOVE FINISHED FLOOR. A MINIMUM OF 2 INCHES CLEARANCE (INTERSTITIAL SPACE) SHALL BE PROVIDED WHERE THE PIPE PASSES THROUGH THE FLOOR WALL FIRE/SPRINKLER SYSTEM NOTES 1. PRIOR TO INSTALLATION, REQUIRED PERMITS SHALL BE SECURED FROM THE CITY BUILDING DEPARTMENT. 2. INSTALLATION, INSPECTION AND TESTING SHALL CONFORM WITH THE 2010 EDITION NFPA 13, 2010 EDITION NFPA 22 AND THE CALIFORNIA FIRE CODE 2010 EDITION. INCLUDING ANY AMENDMENTS BY THE CITY OF NEWPORT BEACH FIRE DEPT. WHERE THE WATER AUTHORITY REQUIRES BACKFLOW PROTECTION THE FOLLOWING METHODS OR ASSEMBLIES ARE ACCEPTABLE: A. AN ABOVE GROUND ASSEMBLY APPROVED BY THE WATER AUTHORITY, PAINTED WHITE, AND WITH THE VALVES LOCKED IN THE OPEN POSmON. VALVES CONTROWNG MORE THAN 100 SPRINKLER HEADS SHALL BE MONITORED TO AN APPROVED LOCATION. 3. APPROVED FIRE DEPARTMENT CONNECTIONS (FDC) SHALL BE LOCATED WITHIN 150' OF A PUBLIC FIRE HYDRANT. THE FDC SHALL BE ORIENTED TO FACE THE FIRE DEPARTMENT ACCESS ROAD. THE FDC SHALL BE PROPERLY SUPPORTED AND SHALL BE PROTECTED FROM MECHANICAL INJURY. THE SIZE OF PIPING AND THE NUMBER OF INLETS SHALL BE APPROVED BY THE FIRE DEPT. FIRE DEPARTMENT CONNECTIONS SHALL BE PAINTED WHITE. 4. PER NEWPORT BEACH FIRE DEPARTMENT STANDARD NO. F-1, REQUIREMENTS FOR IDENTIFICATION SIGNS AT FIRE DEPARTMENT CONNECTIONS, ARE AS FOLLOWS: A. SIGNS SHALL BE CONSTRUCTED OF A DURABLE MATERIAL, PREFERABLY METAL. B. SIGNS SHALL BE A MINIMUM OF FOUR INCHES HIGH BY EIGHT INCHES WIDE. C. LETTERING ON THE SIGN SHALL BE AT LEAST ONE INCH IN HEIGHT ON A CLEARLY CONTIRASTING BACKGROUND. D. SIGNS ARE TO BE PERMANENTLY MOUNTED ON THE BUILDING ADJACENT TO THE F.D.C. OR ON THE F.D.C. AND MUST BE VISIBLE FROM THE ADJACENT ROADWAY. E. ALL SIGNS MUST STATE THE ADDRESS OF THE BUILDING BEING SERVED AND IDENTIFY THE TYPE OF SYSTEM SERVING THE BUILDING. SEE FIRE DEPT. STD. NO. F -1 FOR SIGN DETAILS. 5. EVERY SPRINKLER SYSTEM SHALL HAVE A SEPARATE CONNECTION FROM THE PRIVATE FIRE MAIN. 6. PRIVATE FIRE HYDRANTS SHALL BE AN APPROVED WET BARREL STYLE WITH A MINIMUM OF ONE 2-1/2" AND ONE 4" OUTILET. ALL OUTLETS SHALL BE PROVIDED WITH NATIONAL STANDARD THREADS. ALL FIRE HYDRANTS SHALL BE INSTALLED ON A 6" RISER. 4' OUTILET(S) SHALL FACE TOWARD FIRE DEPARTMENT ACCESS ROAD~. THE LOWEST OPERATING NUT SHALL BE LOCATED A MINIMUM OF 18 ABOVE GRADE AND HYDRANT FLANGE(S) A MINIMUM OF 2" ABOVE GRADE. FIRE HYDRANTS SHALL BE LOCAT~D A MINIMUM 40' FROM ALL STIRUCTURES. A KEYED GATE VALVE SHALL BE PROVIDED FOR EACH HYDRANT IN AN ACCESSIBLE LOCATION (VALVES SHALL NOT BE LOCATED IN PARKING STALLS). 7 ALL PIPE SHALL BE APPROVED FOR USE IN "FIRE SERVICE SYSTEMS", • CLASS 200 MINIMUM. ALL FERROUS METAL PIPE SHALL BE LINED. ALL FERROUS PIPE AND FITTINGS SHALL BE PROTECTED WITH A LOOSE 8-MIL POLYETHYLENE TUBE. THE ENDS OF THE TUBES SHALL BE SEALED WITH 2" TAPE APPROVED FOR UNDERGROUND USE. ALL BOLTED JOINT ACCESSORIES SHALL BE CLEANED AND THOROUGHLY COATIED WITH ASPHALT OR OTHER CORROSION RETARDING MATERIAL AFTER ASSEMBLY AND PRIOR TO POLY-TUBE INSTALLATION. 8 A MINIMUM OF 36" OF COVER FROM FINISHED GRADE TO TOP OF PIPE SHALL • BE PROVIDED ABOVE PIPE. 9 THRUST BLOCKS OR OTHER APPROVED METHOD OF THRUST RESTRAINT SHALL • BE PROVIDED WHEREVER PIPE CHANGES DIRECTION. SEE CITY OF N.B. STD-510-L-A FOR DETAILS. 10. CONTRACTOR SHALL PROVIDE TO FIRE DEPARTIMENT COMPLETE 'CONTRACTOR'S" MATERIAL AND TEST CERTFICATE FOR UNDERGROUND PIPING" AT THE TIME OF FINAL INSPECTION IN ACCORDANCE WITH CHAPTER 10 OF NFPA 13, 1999 EDITION 11. ALL FIRE RELATED COMPONENTS, FDC, PIV, BACKFLOW DEVICES SHALL BE PAINTED OSHA SAFETY RED FIELD INSPECTION NOTES AND REQUIREMENTS 1 A FINAL INSPECTION IS REQUIRED. SCHEDULE ALL INSPECTIONS AND TESTS • FORTY-EIGHT (48) HOURS IN ADVANCE BY PHONING (949) 644-3255 2. THE TIRENCH SHALL BE EXCAVATED FOR THRUST BLOCKS AND INSPECTED PRIOR TO POUR. ALL CORROSION PROTECTION SHALL BE IN PLACE. CARE SHALL BE TAKEN WHEN FORMING AND POURING THRUST BLOCKS THAT FITTINGS AND JOINTS ARE NOT BURIED IN CONCRETE. 3 A HYDROSTATIC TEST (TWO HUNDRED PSI PRESSURE FOR TWO HOURS OR FIFTY ' PSI OVER THE MINIMUM STATIC PRESSURE WHEN IT IS OVER ONE HUNDRED ANO FIFTY PSI) SHALL BE WmNESSED BY AN INSPECTOR BEFORE BACKFILL AND SOIL COMPACTION. THE TIRENCH SHALL BE BACKFILLED BETWEEN JOINTS BEFORE TESTING TO PREVENT MOVEMENT OF PIPE. 4 THE SYSTEM SHALL BE FWSHED THOROUGHLY BEFORE CONNECTION IS MADE • TO EXISTING SYSTEM STUB OUTS. FLOW RATE SHALL BE A MINIMUM OF 10 FT /SEC THROUGH NOT LJESS THAN 4 INCH PIPE OR HOSE. APPROVED EQUIPMENT SHALL BE PROVIDED BY THE CONTIRACTOR TO ENSURE SAFETY. THE FLUSH SHALL BE WITNESSED BY AN INSPECTOR. 5 ALL CONTIROL VALVES SHALL BE PROVIDED WITH PERMANENT SIGNS THAT • CLEARLY INDICATE THE BUILDING, SYSTEM AND FUNCTION THE VALVE SERVES. 6 ALL FIRE SPRINKLER SYSTEM CONTROL VALVES (INCLUDING DETECTOR CHECK • ASSEMBLY VALVES), SHALL BE SUPERVISED BY /,, CENTRAL ALARM SYSTEM APPROVED BY THt CITY OF NEWPORT BEACH FIRE DEPT. FIRE DEPARTMENT NOTES 1. A 12" BED OF CLEAN FILL SAND SHALL BE PROVIDED BELOW AND ABOVE THE PIPE (TOTAL 24") 2,ALL BOLTS USED FOR UNDERGROUND CONNECTIONS SHALL BE STAINLJESS STEEL 3. THE TRENCH SHALL BE EXCAVATED FOR THRUST BLOCKS AND INSPECTED PRIOR TO POUR. ALL CORROSION PROlECTION SHALL BE IN PLACE. 4. ALL CONTIROL VALVES SHALL BE LOCKED IN THE OPEN POSITION. VALVES SHALL BE MONITORED IF THEY SERVE 100 OR MORE SPRINKLER HEADS. 5. CONTRACTOR SHALL PROVIDE TO FIRE DEPARTMENT A COMPLETED "CONTRACTOR'S MATERIAL AND TEST CERTIFICAlE FOR UNDERGROUND PIPING" AT TIME OF FINAL INSPECTION IN ACCORDANCE WITH CHAPTER 10 OF NFPA 13, 1999 EDITION. 6. THE FIRE DEPARTMENT CONNECTION SHOULD BE LOCATED NOT LESS THAN 18 INCHES AND NOT MORE THAN 4 FEET ABOVE THE LEVEL OF THE ADJACENT GRADE OR ACCESS LEVEL. 7. ON SITE HYDRANTS SHALL BE PROVIDED WITH BLUE DOT REFLECTIVE MARKERS. 8. BACKFILL SHALL BE WELL 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 INCHES BELOW AND TO A MINIMUM OF 12 INCHES ABOVE THE PIPE. 9. ONLY DUCTILE IRON PIPE SHALL BE USED UNDER BUILDINGS. PIPE UNDER BUILDINGS SHALL TERMINATE A MAXIMUM OF 18 INCHES FROM THE EXTERIOR WALL AND SIX INCHES ABOVE FINISHED FLOOR. A MINIMUM OF 2 INCHES CLEARANCE(INTERSTITIAL SPACE) SHALL BE PROVIDED WHERE THE PIPE PASSES THROUGH THE FLOOR WALL. SEWER NOTE LATERALS THAT ARE <2% SHALL BE STAKED AND CERTIFIED BY A SURVEYOR. • POWER POLE 0 MANHOLE 'tf FIRE HYDRANT D METER BOX LOCATION MAP PROJECT LOCATION SYMBOL LEGEND + TREE co SHRUBBERY ~~~~ ASPHALT PAVEMENT ;:;:;:;:;:;:;:;:; BRICKWALK ! T N.T.S. ---'i.---CENTERLJNE ----s----SEWER LJNE -----',/-----WATER LINE ___ G ___ GAS LINE ---®--VALVE 1·· ... ,' ,' ··1 CONCRETE --[--POWER LINE POWER POLE ANCHOR ~ ..... _·. . . : -. b, k ✓✓ll«A BUILDING -TEL-TELEPHONE LINE MONUMENT -TV--CABLEVISION LJNE -----x-x-x-FENCE EXISTING CONSTRUCTION -SP--SPRINKLER SYSTEM -----PROPERTY LJNE BLOCKWALL NEW CONSTRUCTION :a: STREET LIGHT SHEET TITLE SHEET SHEET INDEX INDEX MAP, CONSTRUCTION NOTES AND QUANTITIES DOMESTIC WATER AND FIRE PLAN SANITARY SEWER PLAN STORM DRAIN PLAN DETAILS SHORING PLAN AND DETAILS STORMFILTER DETAILS llQ. 1 2 3 4 5 6 7 8 EMERGENCY TELEPHONE NUMBERS AGENCY SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPANY SBC / AT&T NUMBERS (800) 427-2000 (800) 611-1911 (800) 750-2355 (949) 644-3011 (888) 892-2253 CITY OF NEWPORT BEACH (SEWER &: WATER) TIME WARNER BENCHMARK: O.C.B.M.: 3K-55-99 (NAVD 88 / 1995 ADJUSTMENT) ELEVATION = 145.204' BASIS OF BEARINGS THE BEARINGS SHOWN HEREON ARE BASED ON THE GRID BEARING "N 31'32'29" W" BETWEEN O.C.S. HORIZONTAL CONTROL STATIONS "GPS NO. 6268" AND "GPS NO. 6279" PER RECORDS ON FILE IN THE OFFICE OF THE ORANGE COUNTY SURVEYOR. SITE AREA= 5 ACRES / ,_ ______ __,_ ___________ _ NOTE: IF ANY OF THE EXISTING PUBLIC IMPROVEMENTS SURROUNDING THE SITE IS DAMAGED BY THE PRIVATE WORK, NEW CONCRETE SIDEWALK, CURB AND GUTTER, STREET PAVEMENT, AND OTHER PUBLIC IMPROVEMENTS SHALL BE REQUIRED BY THE CITY AT THE TIME OF PRIVATE CONSTIRUCTION COMPLETION. SAID DETERMINATION AND THE EXTENT OF THE REPAIR WORK SHALL BE MADE AT THE DISCRETION OF THE PUBLIC WORKS INSPECTOR. ALL CITY TIREES SHALL BE PROlECTED IN PLACE. SHOULD ANY TIRENCHING BE REQUIRED WITHIN SIX (6) Fm OF AN EXISTING CITY TIREE, PLEASE CONTACT JOHN CONWAY, CITY URBAN FORESTER AT (949)644-3083. IMPORTANT NOTICE SECTION 4216/4217 OF THE GOVERNMENT CODE REQUIRES A DIGALERT IDENTIFICATION NUMBER BE ISSUED BEFORE A "PERMIT TO EXCAVATE" WILL BE VALID. FOR YOUR DIGALERT TOLL FREE 1-800-422-4131 TWO WORKING DAYS BEFORE YOU DIG. DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN O\LIFORNIA ~OB ADDRESS 951 NEWPORT CENTER DRIVE ) N N ~ <( :::J PERMIT NO. X2012-3227 ~ ---"T'"----,-------------------------------,------"T""------------------------"T""--------.-----------------------""T'"--------------------..--------------------------------1.., CITY Of NEWPORT BE'ACH CITY OF NEWPORT BEACH THIS PLAN IS SIGNED BY THE CITY OF NEWPORT BEACH FOR CONCEPT AND ADHERENCE TO CITY STANDARDS AND REQUIREMENTS ONLY. THE CITY IS NOT RESPONSIBLE FOR DESIGN ASSUMPTIONS AND ACCURACY. APPROVED ----P~U~B~LIC'C"'C'W~OR~K~S~E~NG~l~NEE=R,,.------DATE PREPARED BY: ~. ~~ Stantec STANTEC CONSULTING INC. 1 9 TECHNOLOGY DRIVE IRVINE, CA 9261 8 949,923.6000 stantec.com DEVELOPER / OWNER: 0 IRVINE COMPANY Since 1864 TITLE SHEET FASHION ISLAND RESTAURANT PAD D 951 NEWPORT CENTER DRIVE SANITARY SEWER, WATER, STORM DRAIN AND UNDERGROUND FIRE ...J ~ ..... ::E ca 1------------------,---------------11 :::J NO. CITY OF NEWPORT BEACH 1-P_LAN_c_H_Ec_K_N_o_,,. _2J_e_o-_2_0_,,12_-1 Ul0 APPROVED---~=~~~~-------1 8 L...:~~.;D:;;;;~;;:,li:,,:;"E...1., _________ R.:.:,tl-1:..::,:1.,;;:'.s::,:;IO.~'N.::;;;'S::,_ __________ ~A.:.,A.:.,'P.;.. . .1..;D~~~TE~I....------UT1~L1T:;,:;1E;.s _;:EN;:::G:,::INEE;;:R~------....:DA;:,TE~....1, _______ .1...,;M:::,:1r,:,:;c;:;:H_;:EL;;,L.,:T.:;:,H1:_;Es;:,;;s:,;,EN~-R~-:;;;c-~E-..;s~6:;96:;;,:7~(E;:xP:;.;,-..:s~/~3o~/.:,13~J~-J...-----------------L---P.;.u_sL_1_c_w_o_R_K..;s_o_E_P_A_R_T_M_EN_T __ ....1.....;;S;.;H..;,;;;E;;;;E;.;T;...;;;;~;;.....;;;O;.;,F..;;;;;~;...J ~ •ft ----:-c=::::::::;'l~L~;;c:;;::;:~i~~--,-----=""----,--~c--~=='----"'--= ■ 1 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ SHEET~ /v .. •••••••••••••• LEGEND W DOMESTIC WATER 0 SANITARY SEWER 0 STORM DRAIN ~ ••••••••• ---------------------- PROPOSED DDC AND FDC Ill RROPOSED OW PROPOSED SD PER PRECISE GRADING PLAN PROPOSED SD l----+----1-------------------------+----1------l DEVELOPER: ,I, ------.\,J ' ' •' . 11111 ....... ~~ I I I I I I I PROPOSE~ FH I~ I -/N--JJ,;.··... ISf 18" RCP ' \ ----\ \---::,,_'1 G \ I \ 1/ I C: /L J / / • -/: \l?\Y.;""- ' HI :ESECAKE ■ ORY ■ 1141 ·~'<""-----~ - L / ■ ~ ■ / ■ ■ ■ ■ ... ~ ~ ;~ /171 -~ I I /- PREPARED BY: CONSTRUCTION NOTES AND QUANTITIES NO. DESCRIPTION QUANTITY DEMOLITION NOTES [Q]-SAWCUT, REMOVE AND DISPOSE OF EXISTING N; OR PCC PAVEMENT. 40 [j]--REMOVE AND DISPOSE OF EXISTING WATER LINE AND ALL APPURTENANCES 156 !ill-REMOVE AND DISPOSE OF EXISTING CATCH BASIN. 2 [ill-REMOVE AND DISPOSE OF EXISTING STORM DRAIN LINE. 48 [B-PROTECT IN PLACE EXISTING ITEM INDICATED. SANITARY SEWER CONSTRUCTION NOTES 31 CONSTRUCT 4" PVC SDR-35 PIPE W/ BEDDING PER CllY OF NEWPORT BEACH STD-106-L. 21 32 INSTALL 48" SEWER MANHOLE PER CllY OF NEWPORT BEACH STD-401-L. 1 ~ -CONSTRUCT SEWER CLEANOUT PER APPLICABLE PORTION OF CITY OF NEWPORT BOCH STD-406-L. 2 -CONSTRUCT 6" PVC SDR-35 PIPE W/ BEDDING PER CllY OF NEWPORT BOCH STD-106-L. 19 >-< 35 -BACKFILL TRENCH AND REPAIR PAVEMENT PER CITY OF NEWPORT BEACH STD-105-L-A AND 105-L-B. 58 >-< 36 ->-< ADJUST MANHOLE TO GRADE PER CllY OF NEWPORT BEACH STD 401-L. 11 37 -ADJUST SEWER CLEAN-OUT TO GRADE PER i\JDPLICABLE PORTION OF CITY OF NEWPORT BOCH STD 406-L. 3 >-< ~-,INSTALL 48" SEWER MANHOLE WITH T-L0CK LINER PER CllY OF NEWPORT BOCH STD-401-L. 1 ,,-..., GREASE LINE CONSTRUCTION NOTES ~MCONSTRUCT 4" PVC SDR-35 PIPE W/ BEDDING PER CITY OF NEWPORT BEACH STD-106-L. 31 ~ ~INSTALL 1500 GALLON JENSEN GREASE INTERCEPTOR MODEL JP1500ECE-G PER JENSEN PRECAST SPECIFICATIONS AND DETAIL C/6. 1 ~ -NSTALL 4" PVC SDR-35 VENT PIPE WITH BEDDING PER CllY OF NEWPORT BEACH STD-106-L. 43 ~ ,INSTALL JENSEN SAMPLE BOX PER DETAIL 8/6. 1 ~ ...JINSTALL 4" PVC SDR-35 45" BEND. 1 145 }-NSTALL SEWER CLEAN-OUT PER APPLICABLE PORTION OF CITY OF NEWPORT BEACH STD 406-L. 2 ;,-< 146 }-NSTALL 4" PVC SDR-35 22.5' BEND. 1 ;,-< 147}-NSTALL SEWER CLEAN0UT PER CllY OF NEWPORT BOCH STD-401-L WITH MODIFIED SEWER CLEAN0UT, SEE 1 '--lETAIL A SHEET 6. STORM DRAIN CONSTRUCTION NOTES 50 }-CONSTRUCT 12" PVC SDR-35 W/ BEDDING PER CllY OF NEWPORT BOCH STD-106-L. 34 51 }-PLUG END OF EXISTING STORM DRAIN WITH BRICK AND MORTAR PLUG. SEE DETAIL A, SHEET 5. 2 52 }-CONSTRUCT JUNCTION STRUCTURE NO. 1 PER CITY OF NEWPORT BOCH STD-310-L. 1 53 }-CONSTRUCT 8'x16' CONTECH STORMFILTER CURB INLET CATCH BASIN WITH TRITON CURB INLET FILTER 1 ®-INSERT TRC10 PER DETAIL A/8. SEE LANDSCAPE ARCHITECTURAL PLANS FOR INTEGRAL COLOR. CONSTRUCT 6'x12' CONTECH STORMFILTER CURB INLET CATCH BASIN WITH TRITON CURB INLET FILTER 1 INSERT TIRC5 PER DETAIL B/8. SEE LANDSCAPE ARCHITECTURAL PLANS FOR INTEGRAL COLOR. DOMESTIC WATER CONSTRUCTION NOTES 70 lilNSTALL 6" PVC C-900 CLASS 200 PER CllY OF NEWPORT BOCH STANDARDS & PIPE BEDDING PER CITY OF 124 ,= NEWPORT BOCH STD 106-L ~ ,INSTALL 12"x6" WATER MAIN TAP PER CllY OF NEWPORT BEACH STD 507-L. 3 ;!3: "'11NSTALL 6" 90' BEND W/ THRUST BLOCK PER CITY OF NEWPORT BEACH STD 510-L-A. 1 73 "'11NSTALL 6" 45' BEND W/ THRUST BLOCK PER CITY OF NEWPORT BEACH STD 510-L-A. 3 74 :INSTALL 6" 11' BEND W/ THRUST BLOCK PER CITY OF NEWPORT BEACH STD 510-L-A. 1 75 1 1 1NSTALL 6" FEBCO MODEL 876 DOUBLE CHECK DETECTOR ASSEMBLY PER CITY OF NEWPORT BEACH STD 1 517-L AND DETAIL E/6. 76 1 ' 1 1NSTALL 4"x2 1/2" TWO WAY FIRE DEPARTMENT CONNECTION PER CllY OF NEWPORT BOCH FIRE DEPT. AND 1 DETAIL E/6. 77 ilNSTALL 2• WATER SERVICE PER CllY OF NEWPORT BEACH STD 503-L. 1 78 1 1 1NSTALL 'i' REDUCED PRESSURE PRINCIPLE BACKFlLOW DEVICE PER CITY OF NEWPORT BEACH STD 520-L -A. 2 ,-._ I 83 ~ ~INSTALL 2 1 /2" PVC SCH. 40 SERVICE FlROM METER TO POC. ~-11NSTALL BLIND FLANGE W/THRUST BLOCK PER CllY OF NEWPORT BEACH STD. 510-L-A 2 ~ -INSTALL WET BARREL FIRE HYDRANT PER CllY OF NEWPORT BOCH STD 500-L. 2 82}-jcONNECT TO BUILDING FIRE SPRINKLER SYSTEM PER DETAIL G/6. 1 @)-'INSTALL 2• FEBC0 MODEL PRV-2 PRESSURE REDUCING VALVE IN METER BOX (EISLE #65~. 1 NOTE TO CONTRACTOR QUANTITIES SHOWN ARE ESTIMATES ONLY AND ARE INTENDED TO ILLUSTRATE SCOPE OF WORK. THE CONTRN:-TOR SHALL BE RESPONSIBLE FOR VERIFYING THE EXACT QUANTITES INVOLVED. GRAPHIC SCALE 20 0 1 0 20 40 80 ~-I_I______Jl __ ------'I UNIT LF LF EA LF LF EA EA LF LF EA EA EA LF EA LF EA EA EA EA EA LF EA EA EA EA LF EA EA EA - EA EA EA EA LF EA EA EA EA I") ,-I 0 N ~ N N ~ ( IN FEET ) 1 inch = 20 ft, PERMIT NO. X2012-3227 :3 RESTAURANT PAD D z <( ...., ~, 951 NEWPORT CENTER DRIVE --1 • IRVINE COMPANY E~~-.~~~J,~ !tee ~~}!:}::ifiy~~!'1~flNC. ,m_'"" INDEX MAP, c~~~TNR~~~~N NOTES AND ~ Since 1864 1----------------~-------------.1co ~ CIVIL CITY OF NEWPORT BEACH 1---=PLA:-:-=N=CH=E:-CK_N_O_. 2_3---:60=-=-2=-01_2----,,---1~ 1 ______________________________ N_O~ ...... ~D~M~E.....1, ______ ...;,R~~;.;.;,;;IS~IO~N~S;.... ________ ...1,~A~P~P~ . ...;;D~A~TE:...,..._ _______________ ...L,, ______ ...1.,=Ml~~~Hfil~T~HIE~SS=EN:;_ ___ ~R.~C.~E.~56~9~67~(E~X~P.~6/~3~0/~13~)-L...---Pu_s_u_c_w_o_R_~_D_E_~_R_TM_E_N_T ___ i...;;;;s~H~E~E~T,;_~2~--0~F---8~~~ v N 0 • ~ ~ ~ " -::o I " ,"'-.~ I \, Q.I. , ,,,1,,,,u\~ ',1o . ~~1 ' ~ ,_ V. ,,. ' ' ' "\ ' 'i ',, "'z " -1-1 I '1/~,. ~ '\. "" / / V :• $.. /! ~,, I -+i----- 1 I ------..... 73 I0+17.36 10+16.28 174.47 INV -·-== -===•"""'= ND WATER SERVICE AND CAP END FF=178.08 10+14.94 75 174.47 INV 179.14 FS CONC. PAD 951 NEWPORT CENTER DRIVE ~ / FOR SANITARY ' SEWER SEE / / SHEET C4 ' ' " < ,<. -# ' / ' ' '-..;;_( . ~ --., '-~·( • I '-• ___ I I ""'-'-",W >, I -------1/ /----- ' , 'I __ / 11 'I / ,'/ • 71 81 I I I I \ UNE / MICHAEL NUSSKERN 1135 ii'i==r==r==rc=a11 I --+---+--+--+---1 11 D L _ __,__ I I l RUS~ICA 11~3 D CHEESECAKE F'"'"'"'ORY 1141 ,..__i1r =='iF='~ I I I t D D D '/F~=='='==c"'=~ill _,:::l':_ I I I I I I I I /'l 11 \ ' I ' ' ' ' BEGIN REMOVAL OF EXIST ABANDONED WATERLINE l --: lc---J.-'111 END REMOVAL OF / EXIST ABANDONED WATERLINE D D D DEMOLITION NOTES lillJ-SAWCLIT, REMOVE AND DISPOSE OF EXISTING AC OR PCC PAVEMENT. ITI}-REMOVE AND DISPOSE OF EXISTING WATER LINE AND ALL APPURTENANCES ~EMOVE AND DISPOSE OF EXISTING CATCH BASIN. l!]--REMOVE AND DISPOSE OF EXISTING STORM DRAIN LINE. [D-PROTECT IN PLACE EXISTING ITEM INDICATED. DOMESTIC WATER CONSTRUCTION NOTES @-INSTALL 6" PVC C-900 CLASS 200 PER CITY OF NEWPORT BEACH STANDARDS & PIPE BEDDING PER CITY OF NEWPORT BEACH STlD 106-L INSTALL 12"x6" WATER MAIN TAP PER CITY OF NEWPORT BEACH STID 507-L. INSTALL 6" 90' BEND W/ THRUST BLOCK PER CITY OF NEWPORT BEACH STlD 510-L-A. INSTALL 6" 45' BEND W/ THRUST BLOCK PER CllY OF NEWPORT BEACH STlD 510-L-A. INSTALL 6" 11' BEND W/ THRUST BLOCK PER CITY OF NEWPORT BEACH STlD 510-L-A. INSTALL 6" FEBCO MODEL 876 DOUBLE CHECK DETIECTOR ASSEMBLY PER CllY OF NEWPORT BEACH STlD 517-L AND DETAIL E/6. @-INSTALL 4"x2 1/2" TWO WAY FIRE DEPARTIMENT CONNECTION PER CITY OF NEWPORT BEACH FIRE DEPT. AND DETAIL E/6. @-INSTALL 2" WATER SERVICE PER CITY OF NEWPORT BEACH STlD 503-L @-INSTALL 2" REDUCED PRESSURE PRINCIPLE BACKFLOW DEVICE PER CITY OF NEWPORT BEACH STD 520-L -A. INSTALL 2 1/2" PVC SCH. 40 SERVICE FROM METER TO POC. INSTALL BUND FLANGE W/THRUST BLOCK PER CITY OF NEWPORT BEACH SllD. 510-L-A INSTALL WET BARREL FIRE HYDRANT PER CITY OF NEWPORT BEACH STD 500-L CONNECT TO BUILDING FIRE SPRINKLER SYSTEM PER DETAIL G/6. INSTALL 2• FEBCO MODEL PRl/-2 PRESSURE REDUCING VALVE IN METIER BOX (EISLE #65~)- UTILITY CROSSINGS FS SD ss DW FIRE SERVICE GAS CBL *>1-(D 178.52 , , ... J T/\1> 6" *"'® 178.41 l l't,JI T/\1> •• ill 177.73 I /'t,VO 1/'t,J~ TI\P R" Alli> R" © 178.24 I /CJ.I~ 1/CJ,VL RllP R" TI\P a• *:tc® 179.31 **® 174.92 NQIEs. 1. * * POTHOLE CONNECTION LOCATION OR CROSSING 2 WEEKS PRIOR TO CONSTIRUCTION. PROVIDE ENGINEER WITH ACAD FILE INDICATING HORIZONTAL LOCATION OF TOP & BOTTOM OF PIPE, PIPE SIZE AND MATERIAL. 2. CONTRACTOR TO AS-BUILT PROPOSED SEWER, STORM DRAIN & DOMESTIC WATIER PRIOR TO BURIAL AND PROVIDE ENGINEER WITH HORIZONTAL & VERTICAL LOCATION IN AN AUTOCAD FORMAT. 3. IF ANY l/TIUTIES ARE UNCOVERED DURING CONSTRUCTION THE CONTRACTOR SHALL AS-BUILT THE HORIZONTAL, VERTICAL, MATERIAL AND SIZE OF TIHE UTILITIES AND PROVIDE THE ENGINEER WITH THIS INFORMATION IN AN AUTOCAD FORMAT. 4. IF ANY UNKNOWN LATERALS ARE UNCOVERED DURING CONSTIRUCTION, THE ENGINEER SHALL BE NOTIFIED. THE CONTIRACTOR SHALL AS-BUILT TIHE LATERAL UPSTIREAM TO THE END POINT AND PROVIDE THE ENGINEER WITH HORIZONTAL, VERTICAL, PIPE SIZE AND MATERIAL IN AN ACAD FORMAT. ~"' GRAPHIC SCALE SCE DELTA 0.33 0.77 20 D 10 20 40 80 ~ I_I l __ ~I [V) .... 0 N ~ N N ~ ( IN FEET ) 1 inch = 20 ft. PERMIT NO. X2012-3227 :3 • i I-----+-----+-------------------¼--+-------< DEVELOPER: PREPAREDBY: RESTAURANT PAD D z <( ...., ~ ,7/),, 951 NEWPORT CENTER DRIVE ....1 :.., i,;;-./j STANTECCONSULTINGINC. DOMESTIC WATER ~ _ • IRYINE COMB~NY !@ 19TECHNOLOGY DRIVE I-~ IRVINE, CA 92618 -·e Stantec 949.923.6000 StaniecJ'.:"lrrl ::E ~ Since 1864 1-------------------------------0 co i CITY OF NEWPORT BEACH PLAN CHECK NO. 2360-2012 ~ z t-,,..,...=-=,,--,,--....,,...=--....,,....--10 11...-----------------------....l~N~O~-....1.,~D~M~E...1, ______ ~R~~.:.:,;;;IS~IO~N~S;_ ________ ....1,~A~P~P~-...:;D~A~TE;,,_._ _______________ _,_ ______ ....1.,=MIT~C~Hfil;;.;,T~HIE~SS~EN:;_ ___ ~R-~C.E~-~56~96~7~(E~XP~-~6/~30~/~13~l....11-___ Pu_s_u_c_w_o_R~_D_E_~-R-TM_E_N_T __ ....11-S_H_E_E_T _____ 3 ___ o_F ___ s __ J~ . . '-,. , ....... ~~ft!J!.1/1!/!llf/),\;,,.'--::. _,....._ , .......... "=_ ~ ~ ✓ ~ "" / ' 13.81' 3.89' 6.65' • N 5.39' • "' • N • N SECTION DETAIL SCALE; 1 "=5' A LINE "B" N09'16 04 E S=0.190 / FF=178.08 S=0.0200 L=24.30' 10+09.09 LINE "A" 33 172.38 INV. 4 PVC FOR SHORING DETAILS SEE SHEET C7 170.58"'1N'o{ 71.58 I . 28.71' I I SEE\ C3 1-----+----+---------------------------l-----Jl------l DEVELOPER: I I I I I I ,~ z 1~ ..====.c=s===cr==l I I -+-+-----+---+--J II ~c±:='==='===1c,=clJll=o2'S':, •: ~ --. / 1 -= I~ • • • r. 1141 □ □ □ -..;.--------- ---- ~ PREPARED BY: □ DEMOLITION NOTES [Q}--SAWCUT, REMOVE AND DISPOSE OF EXISTING AC OR PCC PAVEMENT. SANITARY SEWER CONSTRUCTION NOTES 31 CONSTRUCT 4" PVC SDR-35 PIPE W/ BEDDING PER CITY OF NEWPORT BEACH STD-106-L 32 INSTALL 48" SEWER MANHOLE PER CllY OF NEWPORT BEACH STD-401-L 33 CONSTRUCT SEWER CLEANOUT PER APPLICABLE PORTION OF CllY OF NEWPORT BEACH STD-406-L 34 CONSTRUCT ff PVC SDR-35 PIPE W/ BEDDING PER CITY OF NEWPORT BEACH STID-106-L 35 CKFIUL TRENCH AND REPAIR PAVEMENT PER CITY OF NEWPORT BEACH STD-105-L -A AND 105-L -8, 36 ADJUST MANHOLE TO GRADE PER CllY OF NEWPORT BEACH STD 401-L. 37 ADJUST SEWER CLEAN-OUT TO GRADE PER APPLICABLE PORTION OF CITY OF NEWPORT BEACH STD 406-L 38 INSTALL 48" SEWER MANHOLE WITH T-LOCK LINER PER CllY OF NEWPORT BEACH STD-401-L. GREASE LINE CONSTRUCTION NOTES ~ONSTIRUCT 4" PVC SDR-35 PIPE W/ BEDDING PER CITY OF NEWPORT BEACH STD-106-L ®-!!lSTALL 1500 GALLON JENSEN GREASE INTIERCEPTOR MODEL JP1500ECE-G PER JENSEN PRECAST SPECIFICATIONS AND DETAIL C/6. 42 INSTAILL 4" PVC SDR-35 VENT PIPE WITH BEDDING PER CITY OF NEWPORT BEACH STD-106-L 43 INSTALL JENSEN SAMPLE BOX PER DETAIL B/6. 44 INSTALL 4" PVC SDR-35 45" BEND. NSTALL SEWER CLEAN-OUT PER APPLICABLE PORTION OF CllY OF NEWPORT BEACH STD 406-L NSTALL 4" PVC SDR-35 22.5" BEND. NSTALL SEWER CLEANOUT PER CllY OF NEWPORT BEACH STD-401-L WITIH MODIFIED SEWER CLEANOUT, SEE DETAIL A SHEET 6. NOTIES 1. * * POTIHOLE CONNECTION LOCATION OR CROSSING 2 WEEKS PRIOR TO CONSTRUCTION. PROVIDE ENGINEER WITH ACAD FILE INDICATING HORIZONTAL, TOP & BOTTOM OF PIPE, PIPE SIZE AND MATIERIAL 2. CONTRACTOR TO AS-BUILT PROPOSED SEWER, STORM DRAIN & D0f.4ESTIC WATIER PRIOR TO BURIAL AND PROVIDE ENGINEER WITH HORIZONTAL & VERTICAL LOCATION IN AN AUTOCAD FORMAT. 3. IF ANY UTILITIES ARE UNCOVERED DURING CONSTIRUCTION THE CONTRACTOR SHAUL AS-BUILT THE HORIZONTAL, VERTICAL, MATIERIAL AND SIZE OF THE UTILITIES AND PROVIDE THE ENGINEER WITH THIS INFORMATION IN AN AUTOCAD FORMAT. 4. IF ANY UNKNOWN LATIERALS ARE UNCOVERED DURING CONSTIRUCTION, THE ENGINEER SHAUL BE NOTIFIED. THE CONTRACTOR SHAUL AS-BUILT TIHE LATIERAL UPSTIREAM TO THE END POINT AND PROVIDE THE ENGINEER WITH HORIZONTAL, VERTICAL, PIPE SIZE AND MATERIAL IN AN ACAD FORMAT. UTILllY CROSSINGS FS SD ss DW FIRE SERVICE GAS CBL SCE (D 178.09 1/L~O 1 /.t ... .t RnD A" TnD 4• ® 178.02 I /.J,UO 1 / 1.00 RnD R" TnD '-" @ 177.95 I / .J.1./. 1 / I.II Dt\D ~• Tt\D ,. " © 178.01 l/.l.•• l/.!.10 ono 4• TnP 4" ® 178.01 1/.l.•~ l 1£,U RnD 4• TnD 4" ® 177.60 I /.J.~O 1 IU.~'I Rno n" Tno n" WAILL "A" DELTA 0.56 1.40 1.45 1.23 1.54 3.01 GRAPHIC SCALE 20 o 10 20 ~ ao ~-1_1-1 __ ~1 ( [N FEET ) I") .... 0 N ~ N N ~ 1 inch = 20 ft. PERMIT NO. X2012-3227 :3 RESTAURANT PAD D z <( ...., ,7/),, 951 NEWPORT CENTER DRIVE ....1 'v',.~ STANTEC CONSULTING INC. SANITARY SEWER <( '§' • I C ~ 19 TECHNOLOGY DRIVE ~ • D" 'INE OMTIANY IRVINE, CA 92618 -1 _1'.._ V r.t-\.. E~~ .. 6~g:i~ Stantec 949.923.6000 stanlecJ'.:"lrrl :E ,c: Since 1864 1----------------~--------------1co ~ CIVIL CITY OF NEWPORT BEACH 1---=PLA:--:-=N=CH=E:-CK_N--:O:-. 2_3--:60=-=-2=-01_2----,,----1~ 1 ______________________________ N_O~ ...... ~D~M~E.....1, ______ ...;,R~~;.;.;,;;IS~IO~N~S;.... ________ ...1,~A~P~P~ . ...;;D~A~TE:...,..._ _______________ ...L,, ______ ...1.,=Ml~~~Hfil~T~HIE~SS=EN:;_ ___ ~R.~C.~E.~56~9~67~(E~X~P.~6/~3~0/~13~)-L...---Pu_s_u_c_w_o_R_~_D_E_~_R_TM_E_N_T ___ i...;;;s~H~E~E~T,;_ __ 4 ___ o~F---8~~~ 0 0 0 ~ 0 <{ 0 ·,:; 0 0 0 > >' m D w ~ o_ ' < + '-"' '\'J' ' I;; /,; I .:... I '1 } I I I ' II( ' ' ' y ~Ill~: f.i~~~~~0 s;;;:: WAJE "' h; ); -~ -\\\\\Iii/ ' ,, ' 111111 ' . ~ ' • /v I I 9-I , , ''-...l -: r-----r,,-1---,-: -------i H----. >1"'1'~ ',, ---' -----1. ' . .J' ' ................ 'y ======== 1 11 □ ---~ --~-----b------• -~~~~F"~-.,.,_,.~ ---- FO "' s FOR "DOMESTIC ' l I I I I I I I I "" DEVELOPER: l---------+-----+--------------------------+---1---------1 I II •• , INT. 1 0+ 79.11 ± EXISTING 18 RCP 00.00 LAT "A-2 RUS~CA 11~3 □ CHEESECAKE F~~-.... O,RY 1141 I I I t □ □ 0+00.00 LAT A-1 I /H-.,r-...~, OVE INTERFERING P,ARli ONS OF EXIWi • I ............ J_ • IRVINE COMPANY Since 1864 125 [ ------ □ □ □ ~- ~----:;~_✓) --=----d -= PREPARED BY: Stantec DEMOLITION NOTES IJ1]---REM0VE AND DISPOSE OF EXISTING CATCH BASIN. [j]--REMOVE AND DISPOSE OF EXISTING STORM DRAIN LINE. [B---l'ROlECT IN PLACE EXISTNG ITEM INDICAlED. STORM DRAIN CONSTRUCTION NOTES CONSTRUCT 12" PVC SDR-35 W/ BEDDING PER CllY OF NEWPORT BEACH STD-106-L PLUG END OF EXISTNG STORM DRAIN WITH BRICK AND MORTAR PLUG. SEE DETAIL A, SHEET 5. CONSTRUCT JUNCTION STRUCTURE NO. 1 PER CITY OF NEWPORT BEACH STD-310-L. 53 CONSTRUCT B'x16' CONlECH STORMFILlER CURB INLET CATCH BASIN WITH TRITON CURB INLET FILTER INSERT TRC10 PER DETAIL A/8. SEE LANDSCAPE ARCHllECTURAL PLANS FOR INlEGRAL COLOR. ~CONSTRUCT 6'x12' C0NlECH ST0RMFILTER CURB INLET CATCH BASIN WITH TRITON CURB INLET FILTER INSERT TRC5 PER DETAIL 8/8. SEE LANDSCAPE ARCHITECTURAL PLANS FOR INTEGRAL COLOR. 2 ROWS OF BRICK LUGGED PIPE --,._ I I '< I ______ _,, BRICK AND MORTAR PLUG NOT TO SCALE NOTES BRICK OUTSIDE OF PWGGED PIPE A 1. * * POTHOLE CONNECTION LOCATION OR CROSSING 2 WEEKS PRIOR TO CONSTRUCTION. PROVIDE ENGINEER WITH ACAD FILE INDICATING HORIZONTAL, TOP & BOTTOM OF PIPE, PIPE SIZE AND MAlERIAL. 2. CONTRACTOR TO AS-BUILT PROPOSED SEWER, STORM DRAIN & DOMESTC WAlER PRIOR TO BURIAL AND PROVIDE ENGINEER WITH HORIZONTAL & VERTICAL LOCATION IN AN AUTOCAD FORMAT. 3. IF mt UTILITIES ARE UNCOVERED DURING CONSTRUCTION THE CONTRACTOR SHALL AS-BUILT THE HORIZONTAL, VERTICAL, MAlERIAL AND SIZE OF THE UTILITIES AND PROVIDE THE ENGINEER WITH THIS INFORMATION IN AN AUTOCAD FORMAT. 4. IF mt UNKNOWN LAlERALS ARE UNCOVERED DURING CONSTRUCTION, THE ENGINEER SHAUL BE NOTIFIED. THE CONTRACTOR SHALL AS-BUILT THE LAlERAL UPSTREAM TO THE END POINT AND PROVIDE THE ENGINEER WITH HORIZONTAL, VERTICAL, PIPE SIZE AND MATERIAL IN AN ACAD FORMAT. ~"" GRAPHIC SCALE 20 0 10 20 40 80 ~ I_I l __ ~I ( IN FEET ) 1 inch = 20 ft. I") .... 0 N ~ N N ~ PERMIT NO. X2012-3227 :3 STANTEC CONSULTING INC . 19 TECHNOLOGY DRIVE IRVINE, CA 92618 949.923.6000 StaniecJ'.:"lrrl RESTAURANT PAD D 951 NEWPORT CENTER DRIVE STORM DRAIN z <( ...., _J ~ -:E -----------------~--------------co CITY OF NEWPORT BEACH PLAN CHECK NO. 2360-2012 ~ L...-----------------------....li...:.;N~O~ . ....1..:;:D;:.,:AT,:.:E....1, ______ ....:,R;,,:;EY.:;.:,;;;IS;:,;;IO;;,:.N;,,;;S;_ ________ ....,,..:.A::.P.:..P.;.. • ..i..:;D::,;A~TEi.-.L...---------------...L.------....L.=MIT,;,;;C;,;,;;HELL=-:,T;,,;;;HIE;;;;SS;;;:EN:;,_ ___ .;,;;R·;;;;C.E;;;.·.;;;56;;;;,96;,;,7.:;(E;;;;;XP;.;.·~6/;,,;;30~/.;,;;13~) ....11-___ Pu_s_u_c_w_o_RKS_D_E_PA_R_TM_E_N_T __ ....1::s:H:E:E:T::::s:::o::F:::s:::~ N "' 0 N ...._ N N ...._ ~ • ~ .; S-N 0 • ~ ~ -;;; • TEE i,y<tl-'1-~~ ,v.....-.-,.,.l- GENERAL NOTES: 45° BEND 22H 0 BEND ~ i:Jf it,.\/,\',"~ ~ -,4~·-·· L llG O BEND CROSS TYPICAL THRUST BL OCK 1. Force moin pressure test ehall be performed In accord with concrete curing requlrement& Concrete shall be 560-C-3250. :2. Thrus.t blocks shall boor oga;iet undbturbed soil. backfill com poet-Eid to 100" reloti11e comp,:iction. « class 100 E 100 slurry. 3. Bearing oreo!I L x H are computed for te-st pre99ure9 of 225 PSI in mains laid In a cohesilonle-ss soil (c=O} with lntemal angle of friction of 37', a unit welght of 110 PCF, ond at least ..36"' of cover. "'· Bearing areas L x H shall be approved by the engineer where mains: (A) beer against weaker soil than described above, (B) hove leu than 3S"' of coYer, (C) will b111 tH ted of: more tha, 2:25 PSI or (D) ore not rep,re•n~ed by a iitting er sire shown hereon. 5. L 1!1 oppro~imately equal to H for smaller thrust bloeks. L ls greoter than H for larger thrust bloeks. H shall not exe~d trench he!ghl Sn STD-106-L fo...-standard trench dimensions. THRUST BLOCK BEARJNG AREAL X H IN SQUARE FEET Fitting & Si;,e Dead End Tee o-r Cro.,s 90° Bend 45° Bend 2211" Bend IIG" Bend 4" 1.7 2.4 2.4 13 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 12" 15.0 21.2 21.2 11.5 5.8 2.9 16'1 26,6 37.6 ,7,6 20.4 10,4 5.2 ]811 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 30" 93.6 [32.2 132.2 71.5 36.5 [8.3 CITY OF NEWPORT BEACH APPROVED: PUBLIC WORKS DEPAllTMENT RCE NO. 36106 PUOUC WORKS DTRCCTOR THRUST BLOCKS THRUST BLOCKS DETAILS PER CITY OF NEWPORT BEACH STD-510-L-A FINISH GRADE P.V.C. TO STAINLESS STEEL ADAPTER NOT TO SCALE 4' MIN. : SEE SPRINKLER PLANS 'Vc FOR CONTINUATION I 1 PROPOSED TEMPORARY , 6" STAINLESS STEEL BLIND FLANGE FINISHED FLOOR WRAP D.I. RISER WITH 2.5' THICK SEMI-RIGID PLASTIC FOAM WRAP TO Af.LOW FLEXIBILITY. POUR SLAB AGAINST WRAP TO MAINTAIN 't CLEAR OPENING AROUND D.I. PIPE. THICKENED SLAB PER STRUCTURAL PLANS -T~O~DETrE~CT~O~R~rE~B=tt-===-======2 • CHECK ASSEMBLY .• , ~-ff STAINLESS STEEL WIELDED FIRE LINE ff P.V.C. THRUST BLOCK ff STAINLESS STEEL FIRE LINE PER DETAIL ON THIS SHEET ELEVATION A UNDERGROUND FIRE LINE AT BUILDING NOT TO SCALE G •f------, -:; r'\} , I/ "IS 10 STORM DRAIN STENCIL D NOT TO SCALE WAIER (PUBLIC) 1 UNDERGROUND FIRE (PRIVATE) ---ff DOUBLE CHECK DffiCTOR ASSEMBLY FEBCO MODEL 876 (U.S.C. APPROVED) APPROX. 3'-0" 1'-6" FS PER PLAN FLOW 4" x 2)r TWO-WAY FIRE DEPT. CONNECTION POTTER-ROEMER MODEL 5761-B ROTATED TO FACE DRIVE AISLE 4" WAFER CHECK V/>J..VE ,...1-J-,t:::::t,___.J-----SIGN SHALL READ: SPRINKLER SYSTEM 951 NEWPORT CENTER DRIVE METAL SIGN WITH 1" HIGH LETTERING ON A ClfARLY CONTRASTING BACKGROUND; PERMANENTLY MOUNTED THRUST BLOCK PER CllY OF NEWPORT BEACH STD-510-L -A THRUST BLOCK PER CITY OF NEWPORT BEACH STD-510-L -A NOTE: CONTRACTOR TO PROVIDE CONDUIT AND CABLING FROM MONITORING STATIONING AT BLDG TO NEW DETECTOR CHECK. FDC TO BE A FIRE LISTED ASSEMBLY. FEBCO MODEL 876V DOUBLE CHECK ASSEMBLY E CONNECT TO EXIST MANHOLE PER CllY OF NEWPORT BEACH STD 401-L GENERAL NOTE NO. 4 170.24 INV NOT TO SCALI EMOVE EXIST CONCRETE BASE AS REQUIRED AND REPOUR CREATING CHANNEL FROM PROP 4" TO EXIST If WITH SHB..F PER NEWPORT BEACH sm 401-L MANHOLE CONNECTION F WITH EXISTING 8" VCP NOT TO SCALE SIDE VIEW CUTAWAY 7 1' PIPE LENGTH INSIDE WALL VAULT TO INSIDE WALL SAMPLE BOX EARTH TOP VIEW COVERS AND SHO'M< RISERS REMOVED ,' WITH PIPE (AITTR INSTALLATION) __ _J 1' PIPE LENGTH INSIDE WALL VAULT TO INSIDE WALL SAMPLE BOX BOX WEIGHT: 1250 LBS. BOX DESIGN LOAD: H-20 TRAFFIC DETAIL PIPE CctJNECTOR (Z-LOK) PIPE CONNECTOR CAST INlEGRALL Y IN WALL. WILL ACCEPT PIPE O.D. (INCHES) MIN. MAX. 4.25 6.25 SAMPLE BOX MUST BE PLACED ON SUITABLE BASE OF COMPAClED SOIL OR UNDISTURBED EARTH IN TRAFFIC CONDITION. FOR COMPLETE DESIGN AND PRODUCT INFORMATION, CONTACT JENSEN PRECAST. SEE Z-LOK PIPE CONNECTOR PAGE FOR ADDITIONAL INFORMATION SAMPLE BOX NOT TO SCALE JENSEN PRECAST -MODEL 2432-Z CD SEE DETAIL B 24" CAST IRON FRAME & COVER WITH GASKET (TWO STANDARD) 177.71 RIM~ 177.72 RIM-~ \77.71 RIM 177.69 RIM-/~~:~~~~E BOX 177.69 RIM CLEAN OUT I I, SIDE VIEW (CUTAWAY) GREASE INTERCEPTOR #1 i--------10· -8" ------------, i I 7 I ~L _________ _J_ 1_L __ _J_ 1 I TOP VIEW (COVERS REMOVED) ■ LIQUID CAPACITY: 1500 GALLON ■ TANK DESIGNED FOR H-20 TRAFFIC WHEEL LOAD WITH DRY SOIL CONDITIONS (WATER TABLE BELOW TANK) EARTH COVER OVER TANK NOT TO EXCEED 6 FT. .; .- ■ SUITABLE NATIVE OR SUB-BASE SHALL BE PREPARED TO HANDLE ANTICIPATED LOADS. THE EXCAVATION SHALL BE BEDDED WITH SUITABLE GRANULAR MATERIAL AND SHALL BE COMPACTED TO 90% MAXIMUM DRY DENSITY, OR TO REQUIREMENTS OF THE PROJECT GEOTECHNICAL ENGINEER. ■ FOR COMPLETE DESIGN AND PRODUCT INFORMATION CONTACT JENSEN PRECAST. GREASE INTERCEPTOR NOT TO SCALI JENSEN PRECAST -MODEL JP1500ECE-G C -'-' V VENT PIPE INV. PER PLAN PEDESTRIAN AREA; ZURN ZN-1400-T--""' PAVER AREAS: CONSTRUCT 6" THICK CONCRETE COLLAR BELOW PAVER SECTION AND BASE ALIGN CLEANOUT COVER WITH PAVER PATTERN FOR PAVER PATTERN SEE LANDSCAPE PLANS CAP - 4" PVC LENGTH AS REQUIRED TO EXTEND TO FS MIN. REQUIRED 3/4• ROCK SUPPORT BACKFILL AREA 4" PVC 45' BEND !;ER PIPE PER PLAN • ~~r-"""l§l!~o/'~;--_ ;;;PE:;:;-R-;;P:;--;W,,"!\!~~~~NDISTURBED SOIL SECTION N.T.S. ZURN CLEANOUT G) NOT TO SCALE M .--1 ?:l N~ N ~ PERMIT NO. X2012-3227 :$ € DEVELOPER: PREPAREDBY: RESTAURANT PAD D ;:: .. ,w..w.~~,~&, 951 NEWPORT CENTER DRIVE ,---...... --.l,------------------------...... --"T'"--""'T----...JL--------------T'""---------r-------------------T"""------------------------------12 <( ..., :;' c-, $''-'-• '1t0. VJI STANTEC CONSULTING INC. DETAILS ~ l • IRVINE COMPANY : ii stantec ~fl:CN~~~1~isDRIVE ~-"m 1----------------.-------------t i ; Since 1864 CITY OF NEWPORT BEACH 1---:-P_LA ___ N ___ C=HE_CK_N.....,o=-. _23_60.,.....-2=01_2---=----l iJl ;L _______________________ ...JL..!.:N~O~-...L~D~M~E;;.J. ______ ~R~~;!!,:;:IS~IO~N~S:.,_ ________ -1.~A~P~P~-..J.!;D~A~TE;.....L.. _______________ .J.. ______ ....L,=MIT~C~Hill~T~HIE~SS~EN;:_ ___ ~R.~C.E~.~55~95~7~(E~XP~.~6/~30~/~13~)...JL....---PU_8_LI_c_w_o_R~_0_E_~_R_TM_E_N_T __ ...J1-...S_H_E_E_T ..... =6=-_o_F ___ s=J~ GENERAL NOTES: 1. GEOTECHN!CAL INFORMATION: PER GEOTECHN!CAL REPORT PREPARED BY NMG GEOTECHN!CAL, !NC. PROJECT NUMBER 08034-02. OSHA TYPE "C" SO!L 2. SOIL TYPE: SANDSTONE AND S!L TS TONE 3. WATER TABLE LOCATION: AT OR BELOW BOTTOM OF EXCAVATION 4. TH1S PLAN !S PROVIDED FOR WORKER PROTECTION ONLY TO ALLOW TEMPORARY ACCESS DURING CONS1RUCTION. CONTRACTOR SHALL VERIFY THAT THE SHORING PROVIDES SUFFICIENT WORK SPACE AND CLEARANCES PRIOR TO ORDERING MA TER!ALS OR COMMENCING WORK. 5. ALL WORK SHALL BE COMPLETED IN CONFORMANCE WITH THE CONTRACT DOCUMENTS. 6. THE SHORING !S ASSUMED TO BE IN PLACE THREE MONTHS OR LESS. ALL WORK !S ASSUMED TO BE COMPLETED DURING THE DRY SEASON AND DURING RAIN EVENTS, SLOPES SHALL BE PROTECTED WITH PLASTIC SHEET OR OTHER APPROVED MEANS TO PREVENT EROSION AND SLOUGHING. 7. THIS PLAN WAS GENERA TED BASED ON GUIDEUNES PROVIDED IN THE CAUFORNlA TRENCHING AND SHORING MANUAL 8. EGRESS, WHICH MAY INCLUDE LADDERS, RAMPS, STAIRWAYS, OR OTHER APPROVED MEANS, SHALL BE lN PROVIDED IN ACCORDANCE WlTH 0.S.H.A. REQUIREMENTS FOR CONSTRUCTION. 9. EXCAVATION SHALL BE DUG NEAT AND TIGHT TO THE WALLS OF THE SHORING SYSTEM. FtLL VO!DS BETWEEN THE SHORING AND EXCAVATION LINE WITH SOIL OR BEDDING MA TER!AL 10. CONTRACTOR SHALL LOCATE ALL UNDERGROUND UTILITJES WITHIN THE WORK AREA PRIOR TO EXCAVATION. THE UNDERGROUND SERVICE ALERT SHALL BE CONTACTED BY DIALING 811 AT LEAST TWO WORKDAYS PRIOR TO EXCAVATING. UTILITIES WITHIN 1HE WORK AREA SHALL BE ADEQUATELY PROTECTED TO PREVENT DAMAGE. 11. HANDRAILS, GUARDRAILS, AND/OR BARRIERS SHALL BE PROVIDED !N ACCORDANCE WITH O.S.H.A. REQUIREMENTS FOR CONSTRUCTION. (P) GREASE INTERCEPTOR A 12. PROTECTION FROM HAZARDOUS ATMOSPHERES SHALL BE PROVIDED. 13. WORKERS SHALL REMAIN WJTH!N THE PROTECTED AREA AT ALL TIMES. 14. WORKERS AND THE PUBUC SHALL BE PROTECTED FROM ALL POTENTJAL ONSlTE HAZARDS !NCLUD!NG ACCUMULATING WATER, LOOSE OR FALUNG DEBRIS, AND UNSTABLE ADJACENT STRUCTURES. 15. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL EXCAVATION METHODS AND PROCEDURES AND SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT LIFE AND PROPERTY DURING CONSTRUCTION. 16. A COMPETENT PERSON SHALL PROVIDE INSPECTIONS DAILY, AF1ER RAIN STORMS, AND AS REQUIRED FOR HAZARDOUS COND!TIONS. INSPECTIONS SHALL BE PROVIDED BEFORE WORKERS ENTER THE PROTECTED AREA AND AS NEEDED 1HROUGHOUT THE WORK PERIOD. THE COMPETENT PERSON SHALL CHECK FOR POTENTIAL CAVE-INS, INDICATIONS OF FAILURE OF THE PROTECTIVE SYSTEM, ANO HAZARDOUS ATMOSPHERES. IF THE COMPETENT PERSON FINDS OR SUSPECTS A HAZARDOUS SITUATION, WORKERS SHALL BE REMOVED FROM THE PROTECTED AREA AND OUR OFFICE SHOULD BE NOTIFIED IMMEDIATELY. NO WORKERS SHALL RETURN TO THE PROTECTED AREA UNTIL REMEDIAL MEASURES THAT HA VE BEEN APPROVED BY B.K. WELLINGTON ENGINEERING (B.K.W.E) OFF!CE ARE !N PLACE TO INSURE THEIR SAFETY. 17. DESIGN SURCHARGE DOES NOT INCLUDE RAILROAD LOADING. IF RAILROAD !S CLOSER THAN 15' + 2 TIMES THE DEPTH OF EXCAVATION FROM 1HE RAILROAD ELEVATION PLEASE NOTIFY 8.K.W.E. FOR POSSIBLE REDESIGN. 18. NOTIFY B.K.W.E. FOR APPROVAL OR POSSlBLE REDESIGN !F UTILITIES OF 30" JN DIAMETER OR LARGER ARE FOUND WITHIN 48" OF THE SHORING WHICH ARE NOT SHOWN ON THE SHORING DRAWINGS. 19. NOTIFY B.K.W.E. FOR APPROVAL OR POSSIBLE REDESIGN lF STRUCTURES ARE CLOSER THAN 1.5 TIMES THE DEPTH OF EXCAVATION FROM THE SHORING WHICH ARE NOT SHOWN ON THE SHORING DRAWINGS. 20. SPOILS SHALL BE PLACED SO THAT RAINWATER AND OTHER RUN-OFF WATER IS CHANNELED AWAY FROM THE EXCAVATION. SPOILS SHALL BE PLACED SO THAT THEY CANNOT RUN, SLIDE, OR FALL BACK JNTO THE EXCAVATION. 16' LONG QUIK-SHOR SHIELD OR EQ. TYP. 1" STEEL PLATE AT EA. END TYP. G)e----=D--=E~T~A--=l=L,__ __ Sca_le:-1/-4"-:1-'-0" TABULATED DATA SHEET: QUIK-SHOR MODEL QSTB4-616 STACKING RCCEil'E!l WTYP £!!!!:! SHORJNG SCHEDULE OSHA SOIL TYPE A·25 I B·45 j C-60 C"OO ALLOWABLE PfPTH 30' 3Q' 25' MAX SOlL PR.ESSURC RATING: SHIELD WEIGHT; SPRl,ADER. SIZE, iSPR.EADER. WEIGHT; IMAX SPREADER. LENGTH: SEC:llOcl 1574 PSF 6650 LBS 8" SCH ao PlPE 44 LBS/Ff l. All =vaUons sholl be '""S!n>cted aod ma\ntoroed in ;,ccord~nc,, With OSHA CFR 29, Part 192~. Sub!"'rt P, end CAI/OSM.~ safety orders T,~e 8, S&tion 1SG4, a"c! 1539·1$47. 2. Soli <hall t,e classified by a ,.,glst,,,--.,d c,vil ~n~hoe, o, Camp,:tent Pecso~ "'accoffionc,, '"~' OSHA 1nfi, S~4Part P, ApJ'<fl#ix A pci~r to installmg th!s eqslpment. So!! r,,p,, exteosiMS In the Shwiag Schedu1e ,ndic,,te equwai~nt flu'1l denSitY soil P""'Sure, (e.g., A·25 ls assumed ro €>ert 25 ;,<Ip,;-foot deµtf1} :i. Shleld may be.he!4 2 feet ma~ above the Mttom ofe,a,vaticn ;n cohesive type A, a,'" C·OO sols. "The allo-t1ab:e depths shewn assume toe bottom of th# Wnch 1; fo-m aoo s\able. 4. Scm;h;,rge k>adsshail be determined by a Comv,,tent?erson or Ovil ~ngin~ec. The ~liowable depths shown abcwe "''""'e equijlmeM aM S!'oll oleos will be set tlac~ a msn;mum o/ 2 feet f,om th~ Mge of \M exceva~on. S. Shtcid """II),,) Mfy assembled l'l!ll ali sp,eaiers !n p,ace pMorto placi<>;l It in the excava~o~. 6. So,,d end pMes at i~a<\ 1· th"'.~ may be pi""'~ at the ends Mthe sh;e!d as show,> in t<€aches up to 8 leet wide, focdep\hs up. to 20 fecttn A, B, nr C·60 ,o;I,, ,and up to l$ fwtln C-80 soils. Each cru:I plaste sr<nlJ bear on at •east4 stecklng rec~ivem, "'1d shall cMtlnu,ousty span t.he l,JII width of the t,ench. End plates s~al! be sewrnly ~,~ced "9alnst the shlet<l and'"" ~e allowed to move or shift, Altematiee geometfles o, configuratrnr,s s!BII be design"{l hy a c,,,. ['1\Jlneer. 7. Aliowable ~ep\hs In th~ Sh<>;in9 Sct>e~ule apply to any shield Ofientet!on in wh,:h slllel<l t,,,,,rs equa,iy -==~ and flush aga;nst 00th skles of !no trench, lmequ"I trench w~II n~,~hts require odd,t_ioNi ot>gi"no,iJa9 ~~OfE8S10;;. 1:,/ a a,;, Engine~,. 1) 'lLito ""'( 8. Rep,lr,;~nd modifications st,~~ be approved by Qutk·StiGc. ~'<' ~ " 9. Contract~, is responslht<, f~r stto safety 2~.tl all eonstn,ction means an<! methcds. e, JO. 5Mei<! is only Jmendgd fa,wml:e;sa(et;y ~gNost "°'I s!dewell a:iHapse. Shleid as r.ot lnternled ,~ p,1,wnt •~iac,,~cso,1 settlement, bottom hea,e, or pccvl<le stabmtv t<> adjacent ,;t,"ctures. SHORING ENGINEER B.K. WELLINGTON Engineering 2777 CLEVELAND AVE, STE 102 -SANTA ROSA,. CA 95403 PH: (707) 595-5423 -FX, (707) 595-5723 ?ROfESSJ '/!ELL, 3545 "' 9/30/14 * STEP 1: EXCAVATE HOLE PER DRAWINGS (PER GENERAL NOTE 9) TO DEPTH SHOWN SPECIFICATIONS: 1. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING: -WIDE FLANGE, HP, AND STRUCTURAL TEE SHAPES SHALL CONFORM TO ASTM A36, A572, OR A992 (GRADE 50). -CHANNELS AND ANGLES SHALL CONFORM TO ASTM A36. -STRUCTURAL PLATE SHALL CONFORM TO ASTM A36, U.N.O. -HOLLOW STRUCTURAL SECTIONS (HSS) SHALL CONFORM TO ASTM A500, GRADE B ( 46 KSI). -P!PE SHALL CONFORM TO ASTM A53, GRADE B ( 42 KS!). 2. WELDING SHALL BE IN ACCORDANCE WITH CURRENT AWS WELDING CODE USING E70 SERIES ELECTRODES. SHORING SHIELD NOTES: 1. MANUFACTURER'S TABULATED DATA SHALL BE KEPT ON SITE W!TH A COPY ATTACHED TO THESE PLANS. 2. MANUFACTURER'S SPECIF!CAT!ONS FOR USE SHALL BE ADHERED TO. 3. Al TERNA TE SH1ELD SIZES WITH EQUIVALENT SOIL PRESSURE CAPACITY (PSF RATING) MAY BE SUBSTITUTED WITH WRITTEN APPROVAL FROM B.K W.E. 4. FOR STACKED SHIELDS, STACKING PINS SHALL BE INSTALLED. 5. P!CK!NG AND SETTING SHIELDS SHALL UTILIZE MANUFACTURER SPECIFIED LOCA T!ONS. 6. THE SHIELD SHORING SHOULD EXTEl~D AT LEAST 18" (0.45 m) ABOVE THE SURROUNDING AREA IF THERE IS SLOPING TOWARD EXCAVATION. 7. THE 1" STEEL PLATE SHALL NOT REST ON THE SHIELD STRUTS. 1HE STEEL PLATE MUST BE SUPPORTED WITH WELD, CHAIN, OR OTHERWISE METHOD IF NOT !N CONTACT WITH SUBGRADE. QUIK-SHOR SHIELD PANEL OR EQ. TYP. Io 0 8'-0" MAX. LI n========r MINIMUM DEWATERJNG 0 EQUIPMENT & SPOIL OFFSET TABLE SPOIL PILE * X = 5'-0" EXCAVATOR X ~ 4'~0" 3CYLOADER X = 4'~0" HS 20-44 TRAFFIC X = 5'-0" K-RAIL X = 2'-0n DUMP TRUCK X =5'-0" CONCRETE TRUCK h X = 8'-0" 5CYLOADER X = 5'-0" CRANE**" X=TBO * SPO!L P!LE OF 8'-0" TALL W/ 1:1 SLOPE ON SIDE FACING EXCAVATION ** THIS APPLIES ONLY WHEN CONCRETE TRUCK JS LOADED AND TAG AXLE !S OFF THE GROUND (LIFTED UP) **" CALL B.K. WELLINGTON ENGlNEER!NG FOR CRANE OFFSET DISTANCES ~~ gc=½I \ (Qlc:!:~: v' ~ ' -::<;,~ '' ~~<-' SEE OFFSET TABLE TYP. 1" STEEL PLATE AT EA. END TYP. 8" SCH 80 PIPE STRUT TYP. EXCAVATION UNE (SEE NOTE 9) BEDDING PER SPEC. 0----'S::cE=-C-=--=-1 '-'-IQ"----'---'N'-----Sc-ale-: -1/4-"=-l'--0" Y, 1/) SITP 2: INSTALL SHIELD AND STEEL PLATES PER DRAWINGS. START WITH THE 8' TALL SHIELD S1EP 3: CONTINUE EXCAVATION TO DESIGN DEPTH. INSTALL ADDITIONAL SHIELD AND S1EEL PLAITS PER DRAWINGS. 01------'S'--'-H__:_Q=-cRc.::l::__:__Nc__cG'------'--P'-'RQ-'=---=-C=ED=---=-LJ----'R=E- 5 ca_le-: 11 _ 8 "-:l-'-O" DEVELOPER: ---\fj· 1,Ul:ZO 8" SCH 80 PIPE STRUT TYP. 1" STEEL PLAIT AT EA. END TYP. "'"'» M!NIMUM DEWATERING STEP 4: PLACE BEDD!NG PER SPECIFICATIONS AND GREASE INTERCEPTOR PER SPECIFICA TlON AND MANUFACTURES RECOMMENDATIONS. IRVINE COMPANY Since 1864 01 15 RESPONSE TO REVIEW COMMENTS 1 NO. DATE REVISIONS ADD ' ' ' DATE 0 0 l:i . . ·.·: __ ;· -1----' ,,s-, ,. -cw: SJ&ttO!!U _·.~:; ". '. i'OOUC WJJilru . .. . .. , ·;---- '· ·. f . ,. ' -"~i4"'ci~) ,,,~,,.-:~J"'N'f', 1111:l,lili\,-,~",.;i-~\; 1715!3 i!J'{,· 4' Pie \IEIIT ,, . -,,,, ,;::,,,,_ ' ~ ~,,.. ,, ~ \ ' ;/~'·, --'~1l:rr ' ' \ '-@>< ;/¾"fif -,, ;:;_ - \\ ,,---' S~JJ'.1200 .,f \<'t'·,; J;st12..Q21 lh "\ ---if~\~itf'~ .. ~ . ··c ~; ~IT .mnr \.: ? 01---=-S-=-IT-'-=E---'P--'LA==----cN'--'--Sca-le-, -1/-16-"=-1 '--0" Io 0 I 0 0 SEE OFFSET TABLE TYP. :a. r TABULATED DATA SHEET: QUIK-SHOR MODEL QSTB4-816 SHORING SCHEDULE 8'x16' QU!K-SHOR OR EQ. SHIELD WITH MINIMUM 650 PSF 0 mo Pl.ATE, WHE\CUSW (SEE NOTE 6) OSHA SOIL TYPE A·25 f!-45 C-60 C-80 ALlOWABlEDEPTf! 30' 28' 21• 1&' ,:§T64-816 DATA REQUIRED BEDDtNG PER SPEC. 0 SECTION 81----------- Scale: 1/4"=1'-0" PREPARED BY: STEP 5: BACKFILL AROUND GREASE INTERCEPTOR. REMOVE SHIELD SHORING AS YOU BACKFILL Stantec STANTEC CONSULTING INC. 19 TECHNOLOGY DRIVE IRVINE, CA 92618 949.923.6000 stant,,,,;.o::,m EXCAVATJON LINE (SEE NOTE 9) ---Call8flbetDre ,m:idlg. ENDPLATE, J WHcR~ USED (SEE f;OTE &) ! 13'•11" ~ •UmNG/ STACKlNG POCKCT I T ' ' ' 2!l' MAX SPRE/\DE - 1MAX SOIL PRESSURE RATING, 'ISHIELP WEIGHT; SPREADER SlZE: :SPREADER WElGHT: IMAX SPREAOER LENGTH: 2' MAX (SCC NOTE 3) 1332 PSF 8000 LBS 8" SCH 80 PIPE 44 l6S/TT '"~ 1. AH excavat10ns sha;1 be coostructe<l ;md maletalnect lll accm,faoc~ wi\h OSHA crn Z9, Patt 1W6, subpa,t P, aod CAl/OSHA s.a•ety cr<lecs Title 8, Soctioo 15Q4, aod 1$39-1547. 2. s~;1 s~all be class!F,ed by a registe,~d Clsil ~nglneer o, Competent P,s,,m lo accordance wl(~ OSHA 1W<l, Subr,,,<t P, Appon,,., A. pr,oc to iasta<Hog \his equipment. Soi! type €<t'='!s!om In tt,, Shoring Sciie,:luie Indicate equi•~leo\ fluid den,;,y soil pressur= (e.g., A-25 Is as,umed tc exert 25 p>f per root depth). ). sb,eJd may be held 2 feet ma, ~OO•e ttoe bottom of esc,,vof.on ;n c~hesl,-,, type A, B, o, C·W soils. 1he ~'lowable depths sho<;n ass~m• the Mttom cl t~e tceotlo iS f,c,,, and stable. 1. 5urcha'{le lOMs shsi be determi;,e~ by " Comp€tent ?e=m o, C,v} foWO€ec. TM ~llowab:e depths shown ab~v• assume e~us,ime•tt ~nd sµ"il ?''"" will he set beck ~ cnl~lm"m of2 feet /rota the edge of the exo:waUon 5. Shield S~,ali te fulls as;<.<IT#OO ,-,~i, ~II sp,,,,.d~e; in p•occ p~octo ;,l'°";ng <t ,n the exo>vot,co. 6. Sted end plates "' leas\ 1 • \hick may be placed •t the ends of!he sh;eld ,is ahc1sn lf> b°enc~e,; "P to 8 foot ,,i,l~, fc, depths up to 20 lee< <n A, B, or C·60 soils,~"° ap to 15 feet in C-an soils. Cach eM plat~ shail beacon ilt ,~a,t4st:,ck:ng r&elver,, an<I shall coneinuous:y sp~n the full 1<ldth o/ ~,e trer-ch. End plates sha'I be securely brace<! agal~st the shleid and not he allowed to move ocsMt. Alt,,mat/ve geometries oc m~frgurations shall te des•~ned by a CMI Engineer. /c=--3,~ 7. Ai!owable a~pths In the Sho~ng Sc!>e<j«fe app~ to any s>Jeld ortoot,,tJon In which shield bear, e<iualiy =d fll.tsh ag.;:,lnst !lO((> sraes of the trench. l.loeqcal ttenc~ wall h~'9hts ,equ,,.,, addltl(>na! engWee~~g Py a 0,1: t~,\lineer. 9. Cont,~cto, !s ,,;;c~netbie fo, s;<,, safe.,-and ~II con<!'l..-ctlcn n-,eaos and metMds. 10. Shltlc! Is only lot<<dcd /~, _.p,k.,,-safd.y ,;gaiost sol: s\lewa!i coiioose. S!lield I; not intended t<o prevent adj.ecentsoii settlemen,. WttQm heave, oc ;,rovide stahil1"f to adjacent structures. Quil QSTB 4-816 STEEL BOX (8•x16•x4" SHIELD) July 6, 2012 PERMIT NO. XXXX-XXXX GEOTECHNICAL FIRM: NMG GEOTECHNICAL, INC. 17991 FITCH IRVINE, CA 92614 PHONE: (949) 472-2442 GEOTECHNICAL INVESTiGA TION ANO REVIEW DA TED DECEMBER 2012 PROJECT NO_ 12066-01 SHAHROOZ "BOB" KARIMI PRINCIPAL ENGINEER, RCE 54250 (EXP. 12/31/13) RESTAURANT PAD D SHORING DETAILS CITY OF NEWPORT BEACH PLAN CHECK NO, 2360-2012 PUBLIC WORKS DEPARTMENT SHEET 7 OF >-a: <( ::, a: ro LU LL I _J <( f--.f---~ ro :::> (/) 0 a: O? 0 C -8 C <: u C e g ~ ::s CL O- N ~ D N '--N N '-- D w § CL ~ • u ~ .,. N 0 • r ~ / ~ • --------------------··-··"·----·-·------------------------·· -----------------------·· .. ----,,--······-···-· ------------~-----------·---- F~-----------(17'-2")----.----------==i---1 (4'-7") .---{4'-n I A L I CAST 1N PLACE CURB AND GUTTER WITH LOCAL DEPRESSION AT INLET BY CONTRACTOR --~ V / < , .-//,· // , / ,. ·/, ,.-; /, -(l' / OUTLET CURB INLET_/ -(2'-1")~ FACE PLATE CAST PLAN VIEW INTO TOP SLAB\ CONTRACTOR TO CURVE FACE OF .\ FACE PLATE TO __ ~!L-- A J FR/'!Jv1CAND I /COVER CONFORM WITH CURVED I "'/e" ~ --........1 1~ CUH.ll LAYUU I J•. •. ~-~ ~--~,--,-, ----'----, CONTRACTOR TO PROVIDE AND INSTALL FACE PLATE r: _, .: .. . .. _ · ,:---.. 113/,6• I ~ ••• -,-.~ _i_ •. 1-.: CAST IN PLACE CU •• ' • ,..,F, • AND GUTTER WITH LOC • • J '-..._!<r'/4 INSERTS IN DEPRESSION AT INLET '~ ~ FA.CE OF WALL BY CONTRACTOR -'-+ CURB INLET DETAIL FRAME AND COVER AND CONTRACTOR. TO 1 ACCESS HATCH CAST:~ CONSTRUi:;r TOP SLABI ~ TOP OF CURB 0 FLUSH IN TOP ~ ELEV. 173.72' TOP OF CURB ~'-~l-----""j,======r-7-~~~~~ ELE; 173.31" I , ~----~_j ____ --------~~------ 8 HIGH FLOW BYPASS WEIR 6'-4 318" --- 7 B ! . ----=---·r-,· ~ ~~ ~---<-, A -t !NV. ELEV~~~:;. _L __ +-•-'·,~,_-_,_-_JJ'-1'-_J--..',,_',,-~---~•-' ----1➔!-T ___ -' '~, --.--,-~ .. ---.. -. --/P"- 0 -->"-_J" • INLET PIPE 0D"PVC 'i Ol'JTLE; PIPE _] 1; ' 012" PVC ~ I--ILIRAIION TRANSFER HOLE TO~ FJLTRATION BAY INV. ELEV. 16S,9' ,--------====---(1£'-0")------------, PLUGGED l ,r--CART9.{DGE / TEE SECTION B-B VAJL T STYLE: RIGHT INLET / ._STORMFILTER CARTRIDGE MATERIALS LIST -PROVIDED BY CONTECH SITE DESIGN DATA COUNT DESCRIPTION INSTALLED BY WATER QUALITY 6 18" ZPG CARTRIDGE FLCJWHAII= GONTFCH PFAK Ff OW 24 15 GPM RESTRICTOR DISK (BU{) COMTECH RATE 18 2· PVC SLIP PLUG CONTECH RETURN PERIOD OF PEAK FLOW TRANSFER HOLE COVl::1-1.. CONTECH !-ILi l.:.H MEDIA TYPE FLOW KIT COMTECH 2 024" 114· EJI\N n. 41800:389. ore 1::a.v1v. CONTECH 2 4' x 2.ti' ACCESS HATCH CONTECH SEALAMT FOR JOINTS CONTRACTOR OERFORMANCE SPECIFJCATION ,: Fil TRA TION ,..,.v ,.--BAY .i TRANSFER n? ~F.q 3.4 CFS 25YRS ZPG FILTER CARTRIDGES SHALL BE MEDIA-FILLED, PASSIVE, SIPHON ACTUATED, RADIAL FlOW, AND SELF CLEANING. RADIAL MEDIA DEPTH SHALL BE 7-INCHES. FILTER MEDIA CONTACT TIME SHALL BEAT LEAST 37 SECONDS. "" I ~ " I SPECIFIC FLOW RATE SHALL 1:31::. # GPM/SF (MAXIMUM). SPECIFIC FLOW RATE IS THE MEASURE Of THI" Fl nw (GPM) rnvmrn IWTlff' tJ[TllA SURFACE CONTACT AREA (SF). Ml:OIA \ICLlJMl:.TRIC FLOWRAtE SHALL BE 6 GPMICF OF MEDIA (MAXIMUM). 3ENERAL NOTES 1. CONTECH TO PROVIDE All MATERIALS UNLESS NOTED OTHERWISE. 2. DIMENSIONS MARKED WITH () ARE REFERENCE DIMENSIONS. AClUAL DIMENSIONS MAY VARY. 3. 1-'0R r"Al:!RICATION DRAWINGS WITH DETAILED STRUCTURE DIMCNSIONS AND WEIGHTS, PLEASE CONTACT YOUR CONTECH REr'l1.ESENTA TIVE. www.oontechCS.com 4, STORMF[LTER WATER QUALITY Sn{.UCIUKI;; SHALL 1:!I;; IN ACCOR~ANGE WITH ALL DESIGN DATA AND J'IIFC·RMATION CONTAINED IN THIS DRAWING. CONTRACTOR TO CONFIRM S1RUCTURE MEETS RlcQUIRl"MENTS OF PROJECT. ~. STKUCTURC SHALL MCCT AASHTD HS2D LOAD RATING. ASSUMING EARTH COVER OF O' -5' ANO '1ROI INOWATFR Fl FVA TION AT, OR BELOW, THE OUTLET PIPF INVFRT Fl FVA,TION FNCalNFFR: (if RF.:GOR.D TO CONFIRM ACTUAL GROUNDWATER ELEVATION. CASTINGS SHALL MEET l>ASHTO M306 AND ElE CASl WI IH IHI:. CONTECH LOGO. 5. (PRODUCT) STRUCTURE SHALL BE !"RECAST CONCRETE CONFORMING W!TH ASTM C-857 AND AASHTO LOAD FACTOR DESIGN METHOD. INSTALLATION NOTES A. ANY SU□•□ASC, □ACIU"ILL DLPTH, AND/OR ANTI-FLOTATION PROVISIONS ARE SITE-SPECIFIC DESIGN CONSIDERATIONS AND SH,11,.Ll BE SPECIFIED BY ENGINEER OF RECORD. 3 CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING AND REACH CAPACITY TO LIFT AND SETTHESTORMFJLTER STRUCTURE (LIFTING CLUTCHES PROVIDED), C. CONTRACTOR TD INSTALL JOINT SEALANT B[TW[[N ALL S[CTIONS AND ASS[MOL[ .STRUCTURL D. CONHlACTDR TD PROV!DL INSTALL, AND GROUT PIPES. MATCH OUTLET PIPE INVERT WITH OUTLET BAY FLOOR. ::. CONTRACTOR TO PROVIDE AND INSTALL TI-IE LOCAL DEPRESSION AND CURB TRANSITION TO VAULT INLET. ' a: lJ.l f-_J LL :;;: a: 0 0 f-O"l rn 0 f-' O"l lJ.l 0 _J "SI" z "' r--- til "SI" a: ::i 0 <O ~ X "' DAT~ 01/08/13 OE~IGNW 0 is: f- > rn z 0 a • " u -w C z ~ ~ I ~ z 'It ~ <Ca:, (.) (.) ::i :r: .. <CoZ f-<( 0 rn w i= lJ.l til <( a: z 0 f-0 z o:_ <C o rn _J (l_ w (/) 50 z l1J w 0 Z 1- -U) I U) <( LL SCALI;: XX''= X' DRAWN: i BAY FLOCR SECTION A-A c1 I St;;~~•F iit;~~ CONTECH ,aru,m,. seoo•~"'' ~ CONTRACT UV FON 473403 030 i'. CONTRACTOR TO TAKE APPROPRIATE MEASURES TO PROTECT CARTRIDGES FROM CONSTRUGTION-Hl:::lAI 1:.0 E:HOSION RUNOI-+. G. CONTRACTOR ro REMOVE THETRANS."ER HOLE GOVER WHEN THE SYSTEM IS BROUGHT ONLINE. STRUCTURE WEIGHT APPROXIMATE HEAVIEST PICK= T.B.D. LBS. KET NIA curc~rn ~PPR(l'JE[l: it' n:1s PRODUCT M,W f!E PR~l'rl:rtD 8~ ONE OIO. I.IORE OF Tt<~ .01)1 I n·NJ~(; ~ u.s. rATf.NT5: B22.61~: s ~245M· ~.7ffil.a11' a rn.i 1a7:1<.on f•"':".""-"·''"" DR.A.WING PRECASTER lAYOLIT SHEET, , L ______________________________ ,_'~-"-""-"'-"-"-"_=_IB_"_"_"_™_ffi_'_"_'_"IB_,~_•_oo_. ---------------------------------------------------'"=·'=A="="='°='i_ __ 1:..__"_'_=xx"----- SF -CB #1 DETAIL NOT TO SCALE NOTE: SEE LANDSCAPE ARCHITECTURAL PLANS FOR INTEGRAL COLOR SPECIFICATIONS. C) .. , ... , .... ,------·-------,·---- A J 1 (r , .~ ·,"°"'''\~·. " u~ \ ~ I ' -CAST IN PLACE CLRB AND 1--(2 )--CURB INLET OUTLET GUTTER WITH LOCAL DEPRESSION AT INLET BY CONTRACTOR PLAN VIEW FACE PLATE CAST INTO TOP SLAB~\ CONl RACTOR TO CURVE FRAME AND FACE PL.ATE TO F/\CE OF - CONFORM WITH CURVED ~URB I /COVER I i T CONTRACTOR TO PROVIDE AND INSTALL FACE PLATE CURB LAYOUT ------;:/_B" ~ f '~j ·:-~-,~~ ---.,_'.:__t__t~1-,,-, --+---- I ' I ~ . ' CAST IN PLACE CURB ..._ r,.. ....,; AND GUTTER WITH LOCAL • ' .1 -...._!ir/4" INSERTS IN DEPRESSION AT INLET L..:'........!. ~ FACE OF WALL BY CONTRACTOR FRAME AND COVER .A.ND ACCESS HATCH CAST\ CONTR/\GTOR TO FLUSH IN TOP CONSTRUC 0TT0 1 P SLAB\\ TOP OF CURB ELEV 173.22' CURB INLET DETAIL 0 •" ~. I -1 -. . r ,---------- I . .I B • HIGH FLOW . 13YPASS WCIR . ,. :£:§.'.'._ ,,,.,1 ___ \ ..,_~ 0 . ---\--~-c';~;c n+ + ~-~ OUTLET /T PIPE -v·'.1!..-):;,~r-·. :.~ \_-TR:NSFERL-\1--"'--,...c_J.Jµ.JL-J-__ _J_ INV. ELEV. 166.55 L;i,,E~vc HOLE TO 1. g~;~:~;iPE !NV. ELEV. 169.35' FILTRATION FILTRATION BAY BAY FLOOR I. I ' SECTION A-A C') < • > c---------{12'-0")-----------1 PLUGGED STORMFlLTER CARTRIDG~ \ CARTRIOGE:. ~ TEE \ " FILTRATION rl-----~~------~~ ...... -~-----BAY ~ .,. \ -?,,.._ ~ J j "N ,, -,. ~-I : • --- I~ ,~ . -·-1-· -. \ ~ --I I I 7 ~ "' I 63" ...__ 7 _ ;~ ~ _ •_· __ __JJ JI \jj ; ) INLET BAY _j " 5' CURB JNLET -83' OPENING OUTLET V -' 'f! - BAY SECTION B-B VAULT STYLE: LEFT INLET MATERIALS UST -PROVIDED BY CONTECH SITE DESIGN DATA COUNT DESCRIPTION INSTALLED BY WATER QUALITY 0,04 CF< R...OWRATE 2 18'' LPG CARTRIDGE CONTECH PEAK FLOW 1.0 CFS 12 15 GPM RESTRIGTOR DISK {Ell.K) CONTECH RATE 10 2' PVC SLIP PLUG CONTECH RETURN PERIOD 25 YRS OF PEAK FLOW 1 TRANSFER l-lOLC COVER CONTECH FILTER MEDIA TYPE ZPG 1 FLOW KIT CONTECH 2 024" x11" EJIW l'J'l\1600389 OR EQUIV. CONTECH 2 4' x 2,5' ACCESS HATCH CONTECH 1 JOINT SEALANT (BY CONTECH) CONTRACTOR PERFORMANCE SPECIFICATION FILTER CARTRIDGES SHALL Bl:: MEDIA-FILLED, PASSIVE, SIPHON ACTUATED, RADIAL FLOW. AND SELF CLEANING, ~-"DIAi. MEDIA DEPTH SHALL BE 7-INCHES. FILTl!::R MEDIA CONTACT TIME SHALL BEAT LEAST J7 SECONDS. ~1-'l:.Gll-K.: 1--LOW HAI I:: SHALL 131:: # GPMISF {MAAIMU~). SPECIFIC FLOW RATE JS THE MEASURE OF THE FLOW (GPM) DIVIDED BY THE MEDIA SURFACE CONTACT AREA (SF). M.EDIAVOLUMETRIC FLOY.' AArE SHALLl:lE e GPMICF OF MEDIA (MAXIMUM) . GENERAL NOTES 1. CONTECH TO PROVIDE .6-LL MATERIALS UNLESS NOTED OTHERWISE. 2. DIMENSIONS MARKC:J YVlTH { )MC m:::n:::RENCC: DIMC:NSIONS. ACTUAL DIMENSIONS MAY VARY 3. FOR FABRICATION IJRAWINGS WITH nl"T.4.11.Fn STRIJ(;TIJRF n:MENSIONSANDVJEIGHTS, PLEASE CONTACT YOUR CONTECH REPRESENTATIVE. www.cOJ1tec:hLS.com 4. STORMF!LTER WATER QUALITY STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND INFORMATION CONTAINED IN THIS DRAWING. CONTRACTOR TO CONFIRM STRUCTURE MEETS REQUIREMENTS or PROJECT. 5. STRUCTURE SHALL M[ET AASHTO HS20 LOAD RATING, ASSUMING EARTH COVER OF O' -5' AND GROUNDWATER ELEVATION AT, OR B':.LOW, THE OUTLET PIPE INVERT ELEVATION. ENGINEER OF RECORD TO CONFIRM ACTUAL GROUNOWATlcR ELEVATION. CASTINGS SI IALLMEET MSHTO M30G AND BE CAST WITH THE CONTECH l.OGO. 6. (PROOUCT) STRUCTURE SHALi. BE PRE CAST CONCRETE GON~ORMING WITH AS IM C-857 ANU MSHTO LOAD FACTOR DESIGN Ml::THOD. INSTALLATION NOTES A. ANY SUB-BASE, BACKFILL DEPTH, AND/OR ANTI-FLOTATION PROVISIONS ARESITE--SPECIFIC DESIGN CONSIDERATIONS AND SHALL BE SPECIFIED BY ENGINEER OF RECORD. B. CONTRACTOR TO PROVIDE EQU1PMENT WITH SUFFICIENT Llt=TINGANl.l Hl:AGH G~AGI IY IU Llt--I ANIJ ::il:I I HI: STORMFIL TF.R STRUCTURE (LIFTING CLUTCHES PROVIDED). C, CONTRACTOR TO INSTALL JOINT SEALANT BETWEEN ALL SECTIONS AND ASSEMBLE STRUCTURE. O_ C01'JTRACTOR TO PROVIDE:, IN~TA.LL, Ar-JD GROUT PIPES. MATCH OUTLEL PIPE INVERT WITH OUTLET BAY FLOOR. E. CONTRACTOR TO PROVIDE AND INSTALL THE LOCAL DEPRESSION AND CURB TRANSITION TO VAULT!NLET. F. CONTRACTOR TO TAKE APPROPRIATE MEASURES TO PROTECT CARTRIDGES FROM CONSTRUCTION-RELA.TED EROSION RUNOFF. I The S1ocmw,to, Macagem~ .. Storm Filter® srnucTIJREWrlGHT coNTECH U\JFON G. t;ON I !{Ac.; fOR TU REMOVE THE TRANSFER HOLE COVF.R WHF.N THI: SYSTEM IS BROUGHT ONLINE. z Q c • " u ro ill 0 z I " e < □ ~ > ' 0 a: is: lJ.l f-f-N _J z <( 'It LL ~ ::;; 0 til u a: ::i :r: .. 0 0 <( oZ f-N f-<( 0 (/) 0 rn ' lJ.l w f-f-"' a:oa:i<C l1J 0 0 f-z _J st Z"' z a: 0 -r---<( 0 (/) ro st _J (l_ w a: ~ 5 0 ::i ww 0 z z f- N 0 U) ~ I >< (/) <O Li: SCA•.• 011113/13 DE~IGHED: ORA\'ffl; KET NIA ~itWECT ~·o, 5Elli.JEt,CEfoloc 473403 020 i APPROX]lv1ATE HEAVIEST PICK= T.B-D. L~S. CONTRACT -THl9PROOUGTMAYaEPf<OTEClEU ~y ONe:oi,; MORE CF THE FOL.Lill'~Nc; PK.EGASTl::R LAYOUT (,;;;,,aa,."--~---7 ~ U.S. PATENTS: '5,J22,5l10: s.s"'4,511!; s,T01,s21;5,9M,1&:o.02,_0J9:6!549.ll"8; DRAINING CLASS 600 "L _______________________________________ _:,~•~~"~0 ~'°~~~'"~'~"~~~'~"~'~'~'~'"~"~'~"~•~="-""~'"~"~"'-------------------------;,,.=======<----------===-=i--_:1...:::~_· __ __: SF -CB #2 DETAIL NOT TO SCALE NOTE: SEE LANDSCAPE ARCHITECTURAL PLANS FOR INTEGRAL COLOR SPECIFICATIONS. CD PERMIT NO. X2012-3227 i RESTAURANT PAD D ;,: ~R~fESs10,r4f ~,~ 951 NEWPORT CENTER DRIVE OPER: PREPARED BY: :;' ,f;i' \. ! • r I/ ~ ,91),,B' -l f::? ~'-{,, t; ,1,... STANTEC CONSULTING INC. DETAILS <( f • Jn"' 'INE CoMnANY ti ff it ~· :R01~~,HCNAO~~~isDRIVE t '[ _1'.._ V rJ-\.. E~~ .. 6~g:i~ ...._ Stantec 949.923.6000 stanlecJ'.:"lrrl ~ " Since 1864 +< ..,.. CD ; ¾,r 0~vi~1.1,<#'" CITY Of NEWPORT BEACH PLAN CHECK NO. 2360-2012 i7l ;L _______________________ ...J~N~O~-..L.~D~M~E;;..1. ______ ....!;R~~~IS~IO~N~S:.,_ ________ ....1,~A~P~P~ . ..J.!;D:A~TE;.....L... _______________ .J. ______ ...1..=MIT~C~Hfil~T~HIE~SS~EN:.._ ___ ~R.~C.E~-~56=96~7~(E~XP~-~6/~30~/~13~)...J1.... ___ Pu_s_u_c_w_o_R~_0_E_~-R-TM_E_N_T __ ...J~S~H~E~E~T,;....;;;;;;;;ii8__,_o,;;,,;..F ___ s __ J~