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S_5313_S
CITY OF ~~ COSTA t!ESA 'l' BALBOA BALBOA PACtFJc UPPER NE WPORT BAY C' -tt,,,,,~ ~ "1' CITY OF IRVINE ~ UNi\/£RSITY BISON AVE PROJECT LOCATION RECORD DRAWINGS These Record Drawings hove been prepared based on Information submitted, In part. by others. WhUe this infol"motion is believed to be rel iable, City of Newport Beach is not responelble for Its accuracy, nor for errors or om issions which may how been incorporated Into these plans os o resul1. PUB LIC WORKS DEPARTMENT FORD ROAD WASTEWATER PUMP STATION IMPROVEMENT CONTRACT NO . C-7731-2 PROJECT NO . 21S04 APPROVED:_0~J)_, _i]_. ~()L_f'. __ _ DATE: DAVID A. WEBB , P.E., PUBLIC WORKS DIR ECTOR , APPROVED: 11{ ~~ ----,~----~---------------.JANI t:S M. HOULIHAN, P.E., DEPUTY PWD / CITY ENGINEER DATE: GENERAL NOTES 1. ALL WORK DETAILED ON THESE PLANS TO BE PERFORMED UNDER CONTRACT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTlRUCTION", 2015 EDITION AND SUPPLEMENTS TO DATE, EXCEPT AS OTHERWISE STATED IN THE CITY'S STANDARD SPECIAL PROVISIONS, OR IN THIS CONTRACT'S SPECIAL PROVISIONS. 2. EXISTING UNDERGROUND UTILITIES ARE SHOWN AS PER AVAILABLE RECORDS . THE ENGINEER DOES NOT ASSUME LIABILITY FOR THE ACCURACY OR EXISTENCE OF THE UNDERGROUND UTILITIES OR STRUCTURES AS REPORTED FROM THE RECORDS EXAMINED _ IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE LOCATION OF ALL EXISTING UNDERGROUND UTILITIES (BY POTHOLING OR OTHER MEANS). CONTRACTORS SHALL NOTIFY UNDERGROUND SERVICE ALERT (U.S.A.) (800) 227-2600 AT LEAST TWO (2) WORKING DAYS PR IOR TO ANY EXCAVATION AND FIELD VERIFY THAT THE UTILITIES HAVE BEEN MARKED BEFORE EXCAVATING. 3. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR, DIMENSION, AND FINISH TO ADJOINING IMPROVEMEN TS, UNLESS NOTED OTHER WISE. 4. P.C.C_ SHALL BE CLASS 560-C-3250 5. CONTRACTOR SHALL ADJUST CITY UTILITIES (e.g. WATER VAULTS, WATER VALVES, SCO, SURVEY MONUMENTS, SEWER AND STORM DRAIN MANHOLES) FRAMES AND COVERS TO FI NISHED GRADE PER CITY STANDARDS. ALL OTHER UTILITIES SHALL BE ADJUSTED TO GRADE BY OTHERS. 6. PROPOSED PAVEMENT AND CURB AND GUTTER SHALL JOIN AND MATCH LINE AND GRADE OF EXISTING IMPROVEMENTS UNLESS NOTED OTHERWISE. 7. ANY DISCREPANCY IN THE DRA'hlNGS OR SPECIFICATIONS SHALL BE CALLED TO TlHE ATTENTION OF THE ENGINEER. FAILURE TO DO SO WILL PLACE RESPONSIBILITY OF THE CONTRACTOR FOR CORRECTION. 8. ANY WORK NOT INDICATED ON THE DRA'hlNGS BUT CALLED FOR IN TlHE SPECIFICATIONS, OR VICE-VERSA, SHALL BE FURNISHED AND PERFORMED AS THOUGH SPECIFICALLY INDICATED AND CALLED FOR IN BOTlH. ANY WORK NOT INSTALLED ACCORDING TO DRAWINGS AND SPECIFICATIONS OR ORDINANCES AND LAWS SHALL BE REPLACED AT CON TRACTOR'S EXPENSE. 9. THE CONTRACTOR MUST NOTIFY THE CITY OF NEWPORT BEACH PUBLIC WORKS INSPECTOR AT LEAST TWO (2) WORKING DAYS PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION OR FIELD TESTS BY CONTACTING THE NEWPORT BEACH PUBLIC WORKS DEPARTMENT AT (949) 644-3311. 10. ALL UNDERGROUND FACILITIES SHALL BE INSTALLED PRIOR TO SURFACING OF STREETS. THE INSTALLATION OF ALL UNDERGROUND FACILITIES CROSSING EXISTING ARTERIAL HIGHWAYS REQUIRES BORING OR JACKING, UNLESS OTHERWISE PRE-APPROVED BY THE CITY ENGINEER. 11 . WHENEVER IT BECOMES NECESSARY TO TUNNEL UNDER EXISTING IMPROVEMENTS, THE CONTlRACTOR SHALL SUPPORT THOSE IMPROVEMENTS IN A MANNER APPROVED BY THE ENGINEER, OR THE CONTRACTOR SHALL SAWCUT, REMOVE AND REPLACE THOSE IMPROVEMENTS IN ACCORDANCE WITH THE CITY OF NEWPORT BEACH STANDARD DRAWINGS. VICINITY MAP 12. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS BEFORE STARTING WORK. SHOULD CONDITIONS EXIST WHICH ARE CONTRARY TO THOSE SHOWN ON PLANS, THE ENGINEER SHALL BE NOTIFIED BEFORE PROCEEDING WITH WORK. SYMBOL -0-POWER POLE @ SEWER CLEAN OU T ~ SEWER MANHOLE <DJ STORM DRAIN MANHOLE l>O<l FIRE HYDRANT !Iii WATER METER llalJ STREET UGHT PULL BOX a;] TRAFFIC SIGNAL PULL BOX :¢.c--o STREET LIGHT @ WATER VALVE Cc-GUY 'hlRE A SURVEY MONUMENT ~ SIGN t:;I VAUL T VENT 0 TREE 1181 IRRIGATI ON CONTROL VALVE m'l CABLE TV PULL BOX 0 CORING LOCATION ® ELECTRICAL MANHOLE [l:J ELECTRICAL PULL BOX ~/lj/ij//d BUILDING ----EXISTING CONSTRUCTION ---~ PROPERTY LINE NEW CONSTRUCTION ---It_---CENTERLINE ----S----SEWER LINE -----w-----WATER LINE ---G---GAS LINE --E--ELECTRICAL LINE --T--TELEPHONE LINE -CATV-CABLEVISION LINE --SP--SPRINKLER SYSTEM -x-x-x-FENCE BLOCK WALL NOT TO SCALE ABBREVIATIONS (IN ADDITION TO GREENBOOK SECTION 1-3.2) AB AGGREGATE BASE ARV AIR RELI EF VALVE ACP ASBESTOS CEMENT PIPE AC ASPHALT CONCRETE BC BEGIN CURVE BCR BEGIN CURVE RETURN BVC BEGIN VERTICAL CURVE BLK BLOCK CA TV CABLE TV Cl CAST IRON it CENTERLINE CNB CITY OF NE'hlPORT BEACH CL CLASS CLR CLEAR C&G CURB AND GUTTER E EAST /ELECTRIC EC END CURVE ECR END CURVE RETURN EVC END VERTICAL CURVE EXIST EXISTING FLG FLANGE FE FLANGED END FL FLOW LINE FM FORCE MAIN G GAS GV GATE VALVE GB GRADE BRE AK GE GROOVED END IP&T IRON PIPE AND TAG LT LEFT MAX MAXIMUM MJ MECHANICAL JOINT MIN MINIMUM NG NA TUR AL GROUND N NORTlH NTS NOT TO SCALE NO NUMBER OG ORIGINAL GROUND PE PLAIN END PROP PROPOSED PB PULL BOX RCP REINFORCED CONCRETE PIPE RET RETAINING RT RIGHT HATCH LEGEND REFER TO SHEETS BASIS OF BEARINGS: SCH s sco SMH SHT SW s SCE SQ SPPWC STL T TOP w W/ SCHEDULE SEWER SEWER CLEANOUT SEWER MANHOLE SHEET SIDEWALK SOUTH SOUTHERN CALIFORNIA EDISON SQUARE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION STEEL TELEPHONE TOP OF PAD WEST/WATER 'hlTH CHURCH OF JESUS CHRIST OF U\TTER-DAY SAINTS ST MATTHEWS CHURCH NEWPORT COAST CHILO DEVELOPMENT ------~-PROJECT LOCATION 13. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ASSURE THAT ALL PIPES, WALLS, ETC. ARE ADEQUATELY BRACED DURING CONSTRUCTION. 14. ALL WORK SHALL CONFORM TO THE DRAWINGS AND SPECIFICATIONS IN ALL RESPECTS AND ALL DEVIATIONS SHALL BE APPROVED BY THE ENGINEER. • 15. THE CONTRACTOR SHALL. PRIOR TO THE BEGINNING OF WORK, INSPECT THE PROJECT FOR EXISTING SURVEY MONU MENTS AND THEN SCHEDULE A MEETING WITH THE CITY SURVEYOR TO WALK THE PROJECT TO REVIEW THE SURVEY MO NUMENTS. THE CONTRACTOR SHALL PROTECT ALL SURVEY MONUMENTS DURING CONSTRUCTION OPERATIONS. IN THE EVENT THAT EXISTING SURVEY MONUMENTS ARE REMOVED OR OTHERWISE DISTURBED DURING THE COURSE OF WORK, THE CONTRACTOR SHALL RESTORE THE AFFECTED SURVEY MONUMENTS AT ITS SOLE EXPENSE. THE CONTRACTOR'S LICENSED SURVEYOR SHALL FILE THE REQUIRED RECORD OR CORNER RECORDS WITH THE COUNTY OF ORANGE UPON MONUMENT RESTORATION. 16. CONTRACTOR SHALL CLEAN UP THE PROJECT SITE AT THE END OF EACH WORK DAY_ 17. CONTRACTOR SHALL MAINTAIN VEHICULAR ACCESS TO AND THROUGH THE WORK AT ALL TIMES. 18. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO EXISTING UTILITIES, PAVEMENT, CURBS, TRAFFIC STRIPIN G AND MARK INGS, TRAFFIC SIGNAL EQUIPMENT (INCLUDING DETECTOR LOOPS) , STRUCTURES, TREES, LANDSCAPING, AND IRRIGATION SYSTEMS, AS A RESULT OF ITS OPERATIONS, AND WILL BE REQU IRED TO REPAIR . REMODEL OR REPLACE SAME TO THE SATISFACTION OF, AND AS DIRECTED BY THE ENGINEER OR UTILITY COMPANY. 19 . THE CONTRACTOR SHALL CONDUCT ITS CONSTRUCTION OPERATIONS IN SUCH A MANNER THAT STORM OR OTHER WATERS MAY PROCEED UNINTERRUPTED ALONG THE STREET OR DRAINAGE COURSES. LOCATION MAP 20. STATIONING REFERS TO CENTERLINE OF STREET. STREET WIDTH DIMENSIONS AND CURB LINE CURVE DATA REFERS TO FACE OF CURB UNLESS NOTED OTlHERWISE. NOT TO SCALE 21 . STATIONS SHOWN AS /0+00.00I ARE SEWER STATIONS AND ARE INDEPENDENT OF ALL OTlHER STATIONS. SHEET INDEX CIV IL CONST RUCT ION NOTES SHEET 1 2 3 4 5 6 7 8 g 10 11 NO. DESCRIPTION TITLE SHEET CIVIL DEMOLITION PLAN CIVIL IMPROVEMENT PLAN AND DETAILS WET WELL OVERALL SITE PLAN WET WELL SITE PLAN SECTION VIEW AND DETAILS ELECTRICAL SYMBOLS AND ABBREVIATIONS SINGLE LINE DIAGRAM AND CONTROLS DIAGRAM SCHEDULES SITE ELECTRICAL PLAN ELECTRICAL DETAILS UNAUTHORIZED CHANGES AND USE S THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. ® CD 0 0 0 ® © (j) ® ® @ ® @ @ PROTECT IN PLACE. SAWCUT AND REMOVE EXIS TING CONCRETE DRIVEWAY, SIDEWALK, CURB AND GUTTER, DEPRESSED CURB AND PAD FOR NEW WORK (T =VAR). CLEAN, SAWCUT AND REMOVE EXISTING 48" DIA WET WELL, FRAME AND COVER (PROTECT INFRASTRUCTURE NOT SHOWN TO BE REMOVED). REMOVE EXISTING TREE INCLUDING ROOT BALL AND VISIBLE ROOTS FOR NEW WORK. ADJUST EXISTING IRRIGATION FOR NEW WORK. SAWCUT AND REMOVE EXISTING AC PAVEMENT SECTION FOR NEW WORK (W=1' MIN). LOCATE EX ISTING 4" FORCE MAIN AND CONNECT TEMPORARY BYPASS SEWER WITH NECESSARY WATER TIGHT FITTINGS FOR NEW WORK. RE MOVE EXISTING METER AND CAP SERVICE FOR NEW WORK. CLEAR AND GRUB AND EXCAVATE AS NEEDED FOR NEW WORK. REMOVE AND RELOCATE EXISTING AIR VIENT AND REALIGN VENT PIPE AND INSTALL AIR VENT AT NEW LOCATION AS SHOWN ON PLAN (REFER TO CNB STD PLAN 528-A) CONSTRUCT FULL DEPTH AC PAVEMENT SECTION (W=1 .0') INCLUDING COLD MILL. CONSTRUCT CONCRETE 4" ROLLED CURB, TYPE F PER CNB STD PLAN 183 (MODIFIED PER DETAIL ON SHEET 3). CONSTRUCT CONCRETE 4" ROLLED CURB TO 8" CURB AND GUTTER TRANSITION PER DETAIL ON SHEET 3. CONSTRUCT (T=6") CONCRETE PAD AND/DR SIDEWALK. PROVIDE THICKENED EDGE WHEN NOT JOINING EXISTING (MATCH EXISTING). @) @ @ @ @ ® @ ® @ @ INSTALL NEW GENERATOR AND APPURTENANCES PER SHEETS 4-7, INCLUDING GENERATOR MOUNTS PER DETAIL ON SHEET 3 AND MANUFACTURER RECOMMENDATIONS. INSTALL NEW ELECTRICAL WORK PER SHEETS 8-12. CONSTRUCT (T=18'') GENERATOR PAD PER DETAIL ON SHEET 3. REMOVE TEMPORARY BYPASS CONNECTION, REESETABLISH 4" FORCE MAIN PER CITY REQUIREMENTS. REMOVE CAP ON EXISTING WATER SERVICE AND REINSTALL WATER METER TO GRADE. REMOVE AND REPLACE EXISTING CMU BLOCK RETAINING WALL PER DETAIL ON SHEET 2 FOR NEW WORK (MATCH EXISTING). INSTALL LANDSCAPE AND IRRIGATION AT THE DIRECTION OF THE INSPECTOR. INSTALL 7' TALL CHAIN LINK FENCE W/ 4-4' GATES AND ROOF PER SPPWC STD. PLAN 600 -4. ALL LINKS SHALL HAVE HOPE GREEN SLATES. FURNISH AND INSTALL 1'' GAS PIPE COORDINATE WITH SC GAS. CONSTRUCT (T=6") CONCRETE PAD (2'x2') FOR TRANSFER ENCLOSURE, PER SHEET 10, INCLUDING NECESSARY UNISTUT POST, BRACKETS & BRACES. @ INSTALL NEW 8' DIA WET WELL AND APPURTENANCES PER SHEETS 4-7 EMERGENCY TELEPHONE NUMBE RS SOUTlHERN CALIFORNIA GAS COMPANY SOUTlHERN CALIFORNIA EDISON COMPANY AT&T TELEPHONE COMPANY CITY OF NEWPORT BEACH UTILITIES DEPARTMENT TIME WARNER CABLE REVIEWED: DAY (800) 624-8153 (800) 611-1911 (800) 332-1321 (949) 644-3011 (714) 542-6222 NIGHT (800) 427-2200 (800) 611-1911 61 1 (949) 644-3717 (714) 388-2000 APPROVAL RECOMMENDED: W ET WE LL AND ELECTRICAL CONSTRUCTION NOTES WET WELL CONSTRUCTION NOTES ARE ON SHEETS 4-6 ELECTRICAL CONSTRUCTION NOTES ARE ON SHEETS 7-11 APPROVAL RECOMMENDED: REVIEWED BY: C-7731-2 TITLE SHEET CALL TOLL FREE 1-800-227-26001-------------------------------I BENCHMARK: THE BEARINGS SHOWN HEREON ARE BASED ON THE CENTERLINE OF BONITA CANYON ROAD BEING N 74'37'40" E AS SHOWN ON PARCEL MAP NO. 97-211 RECORDED IN BOOK 302, PAGES 11-2 OF PARCEL MAPS AS INSTRUMENT NO. 19980540673, OFFICIAL RECORDS. ALDEN& SSOCIATES CIVIL ENGINEERS LAND SURVEYORS PLANNERS DAVID L. B N RCE 40496 PATRICK ARC N A, RCE 70740 FORD ROAD WASTEWATER PUMP STATION IMPROVE ME NT BEFORE YOU DIG OCBM :IM-29-99 NAvll ELEVATION=19Z.498' YEAR LEl'ElED 2004 DESCRIBED BY OCS 2002 -FOUND 3 3/4" OCS ALUMINUM BENCHMARK DISK STAMPED "3M-29-99" SET IN THE TOP NORTHEAST CORNER OF A 5.0 FT. BY 15.0 FT. CONCRETE CATCH BASIN. MONUMENT IS LOCATED IN THE SOUTHEASTERLY CORNER OF THE INTERSECTION Of BONITA CANYON ROAD ANO MESA VIEW, 50 FT. SOUTHERLY OF THE CENTERLINE OF BONITA CANYON ROAD AND 80 FT. EASTERLY OF THE CENTERLINE OF MESA VIEW. MONUMENT IS SET LEVEL WITH THE SIDEWALK. 2552 WHITE ROAD, SUITE B. IRVIN E, CA 92614 j . )949) 660-0110 FAX: 660-0418 ~-!,~~-4/14/2023 ON PE 40496 DATE 2010-369-001 CONSUL TING ENGINEER'S NAME UTILITIES DEPARTMENT DESIGNED: DRAWN : SK SK 5,(• 2_3 f-C-H-EC_K_E_D,--+-D-A T-E-: ---l DATE:------- DB 4/14/2023 SENIOR IL ENGINEER DATE: 5 -~ -'Z.. ~ DATE: '5 8 -23 CI TY OF NEWPORT BEACH PUBLI C WORKS DE PARTMENT S-5313-S SHEET 1 OF 11 / RECORD DRAWINGS These Rec:onl Drawings hove been prepared bosed on lriformatlo11 submitted, In port, by others. While this Information is believed to be reliable, City of Newport Beech is not respon alble for Its accuracy, nor for errors or omissions which may how been incorporated Into these plans as a result. l f-1 (✓ ;,,/ /),Y ( I r <;) \ I l J I BASIS OF BEARINGS: \ I X 91 .8 + / 5 THE BEARINGS SHOWN HEREON ARE BASED ON THE CENlERLINE OF BONITA CANYON ROAD BEING N 74'37'40" E AS SHOWN ON PARCEL MAP NO. 97-211 RECORDED IN BOOK 302, PAGES 11-2 OF PARCEL MAPS AS INSTRUMENT NO. 19980540673, OFFCIAL RECORDS. BENCHMARK: OCBM 3M-29-99 NAVO ELEVAllON=192.498' YEAR LEVELED 2004 DESCRIBED BY OCS 2002 -FOUND 3 3/4" OCS ALUMINUM BENCHMARK DISK STAMPED "3M-29-99" SET IN THE TOP NORTHEAST CORNER OF A 5.0 FT. BY 15.0 FT. CONCRElE CATCH BASIN. MONUMENT IS LOCATED IN THE SOUTHEASlERLY CORNER OF THE INTERSECllON OF BONITA CANYON ROAD AND MESA 1/lEW, 50 FT. SOUTHERLY OF THE CENlERUNE OF BONITA CANYON ROAD AND 80 FT. EASTERLY OF THE CENlERUNE OF MESA 1/lEW. MONUMENT IS SET LEVEL WITH THE SIDEWALK. ALDEN& SSOCIATES PE 40496 '--\---I SEE PUMP PAD SAWCUT \ DETAIL HEREON CIVIL ENGINEERS LAND SURVEYORS PLANNERS DATE / / CIVIL CONSTRUCTION NOTES ® CD ® 0 PROTECT IN PLACE. SAWCUT AND REMOVE EXISTING CONCRETE DRIVEWAY, SIDEWALK, CURB AND GUillR, DEPRESSED CURB AND PAD FOR NEW WORK (T=VAR). CLEAN, SAWCUT AND REMOVE EXISTING 48'' DIA WET WELL, FRAME AND COVER (PROTECT INFRASTRUCTURE NOT SHOWN TO BE REMOVED). REMOVE EXISTING TREE INCLUDING ROOT BALL AND VISIBLE ROOTS FOR NEW WORK. ' /; ~ © ADJUST EXISTING IRRIGATION FOR NEW WORK. / 2010-369-001 / / EXIST. T p EXIST. TREE EB ¢=± _18"_-<. ® REVIEWED: EXIST. TREE ¢=±24" PRO . EASEME I EB 1 EXISTING RETAINING WALL .. _, .· -: .... ±10' . .-. EXISTING STATION CONTROL PANEL 91J"X48"X31J" ~ 1/ ±15' EXISTING TRANSFORMER EXISTING BOLLARD ,s ~ ■ \ \ \ ,<. ·- :_-. ,.-. .•,. . , ... -.. _· EXISTING RETAINING WALL ELEVATION NOT TO SCALE EXISllNG RETAINING WALL GROUT CAP {MATCH . ,p~w,. EXISTING) . 'l'w,.'il>-1,, -:.~ ,. .. ~ / REMOVE AND REPLACE ;i;=f,;1;«;,,;,,'I>· EXISTING GROUND COVER OMIT HEADJOINTS ABOVE FINISH GRADE FOR WEEPHOLES @32'' O,C, CONCRETE PAD PER SHEET 3 REFER TO EXPANSION JOINT DETAIL ON SHEET 3 ,.....~,.....___,,. • . • #4 CONTINUOUS @ 24" 8" BLOCK FILL ALL CELLS W/ GROUT #4@16" • I C.F. GRAVEL CONTINUOUS #4@16" #4-4" REQUIRED RETAINING WALL DETAIL NOT TO SCALE REVIEWED: ® SAWCUT AND REMOVE EXISTING AC PAVEMENT SECTION FOR NEW WORK (W=1' MIN). ® LOCATE EXISTING 4" FORCE MAIN AND CONNECT TEMPORARY BYPASS SEWER WITH NECESSARY WATER TIGHT FITTINGS FOR NEW WORK. 0 REMOVE EXISTING METER AND CAIP SERVCE FOR NEW WORK. ® CLEAR AND GRUB AND EXCAVATE AS NEEDED FOR NEW WORK. ® REMOVE EXISTING 12" AIR VENT, REALIGN VENT PIPE AND INSTALL 1 IJ" AIR VENT AT NEW LOCATION AS SHOWN ON PLAN (REFER TO CNB STD PLAN 528-A). ® REMOVE EXISTING CMU BLOCK RETAINING WALL PER DETAIL AND ELEVATION ON SHEET 2 AND CONSTRUCT CMU BLOCK RETAINING WAILL PER DETAIL ON SHEET 2 AND ELEVATON ON SHffi 3. CURB AND GUillR r----------- 1 ---~-~-------------r i -- 1 -I 0 ~I I I "? ~ I I I / I / I / I / :/~8~6 6.0' --- "' ~ FS 6.4' DRIVEWAY 2D.9' EXIST. CMU lpY2J' BLOCK WALL \SAtJI I I \ I \ I \ I \I ~ I I I I~ I " I ~ I 12.2' :-------SAWCUT LINE (TYP) I- I:::; I a I 1. VERIFY ELEVATIONS BEFORE SAWCUTTING FOR NEW WORK AT JOIN POINTS PUMP PAD SAWCUT DETAIL NOT TO SCALE GENERAL NOTES 1. CONTRACTOR SHALL VERIFY GRADES BEFORE ANY CONSTRUCTION AND NOTIFY PUBIC WORKS INSPECTOR OF ANY DEVIATIONS. 2. CONTRACTOR TO REMOVE CURB AND SIDEWALK TO NEAREST JOINT, LIMITS TO BE DETERMINE IN FIELD. 3. CONTRACTOR SHALL MAINTAIN ACCESS AT ALL TIMES. 4. CONTRACTOR SHALL REMOVE/SHAVE ROOTS WITlHIN PROJECT UMITS TO ALLOW FOR NEW CONSTRUCTION. 5. EXISTING SEWER, WATER, ELECTRICAL, TELEPHONE, CATV AND GAS SERVICES AIRE TO BE PROTECTED IN PLACE AT ALIL TIMES, 6. EXCEPT WHERE NOTED ON THE PLAN, ALIL SIDEWALK, CURB AND GUTTER ARE TO BE PROTECTED AT AILL TIMES AND BECOME THE SOLE RESPONSIBILITY OF THE CONTRACTOR THROUGHOUT THE DURATION OF THE CONSTRUCTION. 7. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR, DIMENSION, AND FINISH TO ADJOINING IMPROVEMENTS. 8. THE CONTRACTOR SHAUL BE RESPONSIBLIE FOR THE REPLACEMENT OF ANY SURVEY BENCHMARK, MONUMENT, PROPERTY LINE AND/OR CORNER SURVEY MAIRKER THAT IS DESTROYED AS A RESULT OF ITS OPERATIONS. 9. ANY DISCREPANCY IN THE DRAWINGS TO EXISTING CONDITIONS SHALL BE CALLED TO THE IMMEDIATE ATTENTION OF THE PUBLIC WORKS INSPECTOR. FAILURE TO DO SO WILL PLACE RESPONSIBILITY ON THE CONTRACTOR FOR CORRECTION. 10. CONTRACTOR SHALL AIDJUST TO GRADE AILL UTILITY PULL BOXES, METERS, CLEAN OUTS AND MANHOLES AFFECTED BY ITS WORK. 11. UNLESS OTHERWISE NOTED ON THE PLANS THE CONTRACTOR IS RESPONSIBLE FOR TlHE PROTECTION, RESTORATION AND RELOCATION OF ALL TlREES, LAWNS, SHRUBBERY AND IRRIGATION ADJACENT TO OR AFFECTED BY ITS WORK AND SHALL RESTORE OR REPLACE IN AS NEARLY THE ORIGINAL CONDITION AND LOCATION AS IS REASONABLY POSSIBLE AT TlHE COMPLETION OF THE WORK AND TO TlHE SATISFACTION OF THE PUBLIC WORKS INSPECTOR. LEGEND THIS SHEET I I -I I AREA OF AC/AB REMOVAL EXISTING CONCRETlE TO REMAIN AREA OF CONCRETE REMOVED AREA OF CLIEAR AND GRUB 6 ! N 3 0 6 ! ! ! SCALE IN FEET 1 inch =6 ft. C-7731-2 -J. !-, .,,_ .,.,,,.,..,..., ___ 1---+----+---------------------11-------1 PA TlRICK ARCINIEGA RCE 70740 CIVIL DEMOLITION PLAN FORD ROAD WASTEWATER PUMP STATION IMPROVEMENT DAVID L. BAC RCE 40496 SENIOR CIVIL ENGINEER DESIGN ENGINEER'S NAME DESIGNED: DRAWN: t-::,-:=,=:--_SK--f"'::'-,--c=:----S_K1---+-----+-------------------+------1 DATlE _______ _ CHECKED: DA TlE: DB 4/14/2023 NO. DATE DESCRIPTION OF REVISIONS APPROVED CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT S-5313-S SHEET 2 OF 11 ti ri!--~°''') , / , /. / / / / / / / 1/ 1/ 13 . , ... : --? ~-_:• \_ I ,,, •,• • . . a-~ ~ ,0-:,. ___.., or.,,7,- 10 / / // ~,J ' ' ' 0 2 ' ll + + + + •. + -. -•.•• + . . ' : . ·: ·: ... ~. ,· :' . ----:: _ _. .... >: __ -~:--·~i_·: •. / / -/ / )( ..., ' ...... 1'f' I TOP OF WETWELL PER PLAN CORE INTO WETWELL WALL ----- • FOR FENCE POST WHEN ----..... / 3.0' PROPOSED OVERIAY .4 : • 4., • • \ LEGEND THIS SHEET CIVIL CONSTRUCTION NOTES ® PROTECT IN PIACE. I I L";:<-'.1;;1 t • • • ·1 • • • ¥ • • C ; • • NEW AC SECTION EXISTING CONCRElE TO REMAIN NEW CONCRETE LANDSCAPE AREA NEW AC OVERLAY 'l' COLD MILL DEPTH JOIN EXIST. EXISTING PAVEMENT FEATHER FOR SMOOTH JOIN SECTION TO REMAIN IN PLACE EXISTNG PAVEMENT SECTION TO REMAIN IN PIACE EXIST. CURB & GUTTER COLD MILL TO '1' BELOW EDGE OF EXIST. GUTTER '25'>-_C_0_LD_M_IL_L_D_ET_A_ILS __ \B NOT TO SCALE ® @ @ @ @ @ @) @ @ @) @) ® @ @ @ @ @ REMOVE EXISTNG 12" />JR VENT, REALIGN VENT PIPE AND INSTALL 1 o" />JR VENT AT NEW LOCATION AS SHOWN DN PIAN (REFER TO CNB STD PIAN 528-A). CONSTRUCT FULL DEPTH AC PAVEMENT SECTION (W=1.0'). CONSTRUCT CONCRETE 4" ROLLED CURB, lYPE F PER CNB STD PIAN 183 (MODIFIED PER DETAIL ON SHEET 3). CONSTRUCT CONCRETE 4" ROLLED CURB TO 8" CURB AND GUTTER TRANSITION PER DETAIL ON SHEET 3. CONSTRUCT (T =6") CONCRETE PAD AND/OR SIDEWALK. PROVIDE THICKENED EDGE WHEN NOT JOINING EXISTNG (MATCH EXISTING). INSTALL NEW 8' DIA WET WELL AND APPURTENANCES PER SHEETS 4-7 INSTALL NEW GENERATOR AND APPURTENANCES PER SHEETS 4-7, INCLUDING GENERATOR MOUNTS PER DET/>JL ON SHEET 3 AND MANUFACTURER RECOMMENDATIONS. INSTALL NEW ELECTRICAL WORK PER SHEETS 8-11. CONSTRUCT (T=18") GENERATOR PAD PER DET/>JL ON SHEET 3. REMOVE TEMPORARY BYPASS CONNECTION, REESETABUSH 4" FORCE MAIN PER CllY REQUIREMENTS. REMOVE CAP ON EXISTING WATER SERVICE AND INSTALL WATER METER TO GRADE. FlNAL LOCATION TO BE DETERMINED IN FIELD. REMOVE EXISTNG CMU BLOCK RET/>JNING WALL PER DET/>JL AND ELEVATION ON SHEET 2 AND CONSTRUCT CMU BLOCK RETAINING W/>JLL PER DETAIL ON SHEET 2 AND ELEVATON ON SHm 3. INSTALL IANDSCAPE AND IRRIGATION AT THE DIRECTION OF THE INSPECTOR. INSTALL 7' TALL CH/>JN LINK FENCE W/ 4-4' GATES AND ROOF PER SPPWC STD. PIAN 600-4. ALL LINKS SHALL HAVE HOPE GREEN SIATES. FURNISH AND INSTALL 1" GAS PIPE COORDINATE WrTH SC GAS. TRENCH BEDDING AND BACK FlLL PER CNB STD. PIAN 306, RESURACING PER CNB STD PIAN 106-B COLD MILL (GRIND) AC. 0.17' MIN., INCLUDING TIRANSVERSE JOINS. CONSTRUCT 0.17' MIN. lYPE III-C3-PG 64-10 FINISH COURSE OVIERIAY. FEATIHER AS REQUIRED FOR SMOOTIH JOIN. REFER TO CNB STD. PIANS 106. ~-::_-::_-::_-::_-::_-::_-::_-;i1~-7' HIGH CH/>JN LINK FENCE WITH TOP COVER. LINK SCREENING WITH GREEN HOPE SLATS. 24" 12" 6" • • • .4 •. 4. ;'• ., . REFER TO DETAIL TIHIS SHEET FOR MOUNTING DETAIL 2.8' • • .. • I 12" •. . .. I I PROPOSED EASEMENT ¾" CHAMFER (ALL CORNERS) ID ~ 'bo SAWCUT LINE FULL DEPTH 8" MIN. MATCH EXISTING IF 15' ... • . : ., . . . lo ASPHALT PATCH BACK (lYPE ¾" III-B2-PG 64-10) ROLLED CURB DETAIL NOT TO SCALE (MODIFIED CllY STA DRW 183) ' ' ·,_ ~x+.Y} NECESSARY 1" EXPANDED POLYSTYRENE ON VERTICAL SURFACE 66 @ 12" O.C. TOP AND BOTTOM EACH WAY PROVIDE SPRING lYPE VIBRATION ISOIATOR IN ACCORD WITIH GENERATOR MANUFACTURER RECOMMENDATIONS . __ '._ · .. --.: ·. ,~ -~ --_--o~ .• : •· i2.1-~ •• -► • _.,,--·.· ~-/ . -.. -.. :·.-; <~. ~-:~: _. ···::. :~itr\- _,.,t_.,,. -~.;;.:. . . /. ·JI':· . . EXIST. TREE ~=±24" ' • \ ,\ .• :, · l':#· . WATER METER (RE~ @) 1/ . / . <!»-"7', '© ., ' . EASEMENT . . '\',~';',,# ~ f . 1 WATER·S~RVICE~ • ~.,,_,.-,, , , _ _->\.'\'.,~??_~~~~~~~~~~~~~=~AN;E~L P I& ---------- ) / EXIST. />JR VENT / ±6' PROPOSED RET/>JNING WALL 11 11 Ii 11 PROPOSED 1B"x24" WALL 11 11 MOUNTED TRANSFER 11 11 ENCLOSURE PER SHT 10-11 OF 11 I I PROPOSED 1 o•~ VENT GENERATOR BASE DETAIL NOT TO SCALE ±21' EXISTING STATION CONTROL PANEL 9d' X48" X30" EXISTING BOLLARD ,. OTES PROPOSED RETAINING WALL ELEVATION NOT TO SCALE --=-:;~~~~f+Si3,---2:::i~~~~~----~1'.:__. CONTRACTOR WILL BE ALLOWED TO MAKE SLIGHT ADJUSTMENTS TO PROPOSED GRADES IF NECESSARY TO MATCH EXISTING _ GRADES, COORDINATE WITH PUBIC WORKS INSPECTOR FOR CONCURRENCE BEFORE POURING CONCRETE. 2. CONTRACTOR TO REMOVE CURB AND GUffiR, AND SIDEWALK TO NEAREST JOINT, LIMITS TO BE DETERMINE IN FIELD. 3. CONTRACTOR SHALL MAINTAIN ACCESS AT ALL TIMES. --~~EPIACED RET/>JNING WALL CONCRETE BASE • •· •. .; ·4. • • . • 316 S.S. HILTI KWIK BOLT 11 . ..... • ... • . 4_.-., ... ; EXPANSION ANCHORS (WrTH SPECIAL 4-•. --... . • INSPECTION) PER GENERATOR ~ • 4 I • ·. '• •. ·,·., ., "'!"":,,. • .. MANUFACTURER RECOMMENDATIONS •· .• •. GENERATOR MOUNTING DETAIL .• .• 4 . . ,d .• • 4 • ·"' • 4· • 4 . • NOT TO SCALE EIASTOMER SEALANT (GE OR EQUAL) ._4 j" PRE-MOLDED EXPANSION JOINT FILLER PIACE AS SHOWN OR CONTINUOUS ALONG PERIMETER OR ISOIATED SIAB W/ STRUCTURE AND PIPE PENETRATIONS THROUGH SIAB 0 4. CONTRACTOR SHALL REMOVE/SHAVE ROOTS WITHIN PROJECT LIMITS TO ALLOW FOR NEW CONSTRUCTION. EXPANSION JOINT DETAIL ON SHEET 3 RECORD DRAWINGS These Record Drawings have been prepared based on fnformatlon submitted, In pert. by cthel"s. Wh~e this information is believed to be reliable, City of Newport Beach is not responslble for Its accuracy, nor for errors or omissions which may have been incorporated Into these plans os c result. BASIS OF BEARINGS: THE BEARINGS SHOWN HEREON ARE BASED ON THE CENTERLINE OF BONITA CANYON ROAD BEING N 74'37'40" E AS SHOWN ON PARCEL MAP NO. 97-211 RECORDED IN BOOK 302, PAGES 11-2 OF PARCEL MAPS AS INSTRUMENT NO. 19980540673, OFFICIAL RECORDS. BENCHMARK: OCBM 3M-29-99 NAVO ELEVATION=192.498' YEAR LEVELED 2004 DESCRIBED BY OCS 2002 -FOUND 3 3/4" OCS ALUMINUM BENCHMARK DISK STAMPED "3M-29-99" SET IN THE TOP NORTIHEAST CORNER OF A 5.0 FT. BY 15.0 FT. CONCRETE CATCH BASIN. MONUMENT IS LOCATED IN THE SOUTIHEASTERLY CORNER OF TIHE INTERSECTION OF BONITA CANYON ROAD AND MESA 1/lEW, 50 FT. SOUTIHERLY OF THE CENTERLINE OF BONITA CANYON ROAD AND 80 FT. EASTERLY OF THE CENTERLINE OF MESA 1/lEW. MONUMENT IS SET LEVEL WITH THE SIDEWALK. 5. EXISTING SEWER, WATER, ELECTRICAL, lELEPHONE, CATV AND GAS SERVICES ARE TO BE PROTECTED IN PLACE AT />JLL TIMES, 6. EXCEPT WHERE NOTED ON THE PLAN, ALL SIDEWALK, CURB AND GUTTER ARE TO BE PROTECllED AT />JLL TIMES AND BECOME THE SOLE RESPONSIBILITY OF THE CONTRACTOR THROUGHOUT THE DURATION OF THE CONSTRUCTION. 7. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR, DIMENSION, AND FINISH TO ADJOINING IMPROVEMENTS. 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPLACEMENT OF ANY SURVEY BENCHMARK, MONUMENT, PROPERTY LINE AND/OR CORNER SURVEY MARKER THAT IS DESTROYED AS A RESULT OF ITS OPERATIONS. 9. ANY DISCREPANCY IN THE DRAWINGS TO EXISTING CONDITIONS SHALL BE C/>JLLED TO THE IMMEDIATE ATTENTION OF THE PUBLIC WORKS INSPECTOR. FAILURE TO DO SO WILL PLACE RESPONSIBILITY ON THE CONTRACTOR FOR CORRECTION. 10. CONTRACTOR SHALL />JDJUST TO GR/>JDE ALL UTILITY PULL BOXES, METERS, CLEAN OUTS AND MANHOUES AFFECTED BY ITS WORK. 12· STRAIGHT GRADE FLOWLINE GUTTER NOT TO SCALE f CHAMFER (ALL CORNERS) 6 N 3 0 6 11. UNLESS OTIHERWISE NOTED ON THE PLANS THE CONTRACTOR IS RESPONSIBLE FOR THE PROllECTION, RESTORAllON AND RELOCATION OF ALL TREES, LAWNS, SHRUBBERY AND IRRIGATION ADJACENT TO OR AFFECTED BY ITS WORK AND SHALL RESTORE OR REPLACE IN AS NEARLY THE ORIGINAL CONDITION AND LOCATION AS IS REASONABLY POSSIBLIE AT THE COMPLETION OF THE WORK AND TO THE SATISFACTION OF TIHE PUBLIC WORKS INSPECTOR. CURB TRANSITION DETAIL THICKENED EDGE DETAIL ! 1_1 ! ALDEN& SSOCIATES PE 40496 CIVIL ENGINEERS LAND SURVEYORS PLANNERS DATE NOT TO SCALE NOT TO SCALE SCALE IN FEET REVIEWED: DAVID L. B ON RCE 40496 DESIGN ENGINEER'S NAME DESIGNED: DRAWN: REVIEWED: PATIRICK ARCINIEGA RCE 70740 SENIOR CIVIL ENGINEER ~ ~ DAllE r:,,-:-=,:--c=--t-::-:-=---1---+-----t-----------------------1----1 --------CHECKED: DAlE: 2010-369-001 DB 4/14/2023 NO. DATE DESCRIPTION OF REVISIONS APPROVED 1 inch =6 ft. C-7731-2 CIVIL IMPROVEMENT PLAN & DETAILS FORD ROAD WASTEWATER PUMP STATION IMPROVEMENT CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT S-5313-S SHEET 3 OF 11 RECORD DRAWINGS lhese Record Drawings hove been prepared based on Information submitted, In port, by others. WMe this Information ls belleved to be r~iable, City of Newport Beach Is not responslble for Its accuracy, nor for errors rx omissions which may how been incorporated Into these plans as o result. 4 WET WELL OVERALL SITE PLAN FORD ROAD WASTEWATER PUMP STATION IMPROVEMENTS WET WELL CONSTRUCTION NOTES 11 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT S-5313-S C-7731-2 R L A SW N EVT ETA S T SI GER TS E A VI CO C F ROLI IL F RCE 31259 NE PD E ER S . EFRR O D N N O A SI N AI EN I RE G E \ I / ... .... • "';.,, / ·/ ,<f~--- /•: / (:. / 7 / EXISTING S WER FORCE MAIN EXISTING SEWER MAIN ' / 1/ EB . / ½ 1/ 1/ ,,,,/ ____ , / <,_: / <>Ji,y / / / / / / EB ~---<: -....._ EXISTING TREET R/W EXISTI ~REET CUR ONE RELOCATE A • QUIRED ~OPGS D WATER METER PER GI L DRAWING PROPOSED A TG ATIC TRANSFER SWITC \ I REMOVE AND DISPOSE OF EXISTING CONCRETE AS REQUIRED FOR INSTALLATION OF NEW WET WELL INCLUDING SAW CUT. REMOVE AND DISPOSE OF INTERFERING PORTION OF EXISTING 8" VCP SEWER PIPE AS REQUIRED. REMOVE INTERFERING PORTION OF EXISTING 6" PIPE FOR INSTALLATION OF WET WELL AND RECONNECT WITH NEW DUCTILE IRON PIPE. CONCRETE ENCASE EXISTING TELEPHONE LINE AS REQUIRED FOR INSTALL TION OF WET WELL. E 0 L " / / EXISTING EASEMENT E RECORD DRAWINGS These Record Drawlnli):s have been prep<1red bosed on Information submitted, In part, by others. Wh!le this Information 1s belleved to be relloble, City of Newport Beach Is not rasponslble for Its accuracy, nor for errors or omissions which may have been incorporated Into these plans <is a result. 6 3 0 6 12 - -- -GRAPHIC SCALE: 1''=6' C. (J) N N 0 L Q) > 0 ..,. 0 -Q) Q) .c ,'.:;-., -Q) Q) .c ;:J-o r:B-::A-=s~IS:-:O::-F:-:B-::E::-A-::R::-l-:--N:--:G::-S::-:-----------------------7iP;;:LAANNisSPPRERE;:PA .. RITEDiieavy'."", ------------------,-;;RE:;:V~IEW;;;;E:;::D:-, -----,-,---,------------------r--"""T-:::RE::".V:':'.IEW:::E:::-D-, ------r--------------------------1; STEVEN ANDREWS ENGINEERING 1(l - THE BEARINGS SHOWN HEREON ARE BASED ON THE CENTERLINE OF BONITA CANYON ROAD BEING N 74'37'40" E AS SHO\\tl ON PARCEL MAP NO. 97-211 RECORDED IN BOOK 302, PAGES 11-2 OF PARCEL MAPS AS INSTRUMENT NO. 19980540673, OFFICIAL RECORDS. LAKE FOREST, CA 92630 g 26501 RANCHO PARKWAY SOUTH, SUITE 204 /2 K ~ t---+----t----------------------1----1 o (949) 215-5050 g] ~ I Slf:VEN R. ANDREWS RCE 31259 PATR~~~li:c~~~ELG~,N~l~~E~0?40 <C ~: ~ DESIGN ENGINEER'S NAME 1------------------...--------1: DESCRIBED BY OCS 2002 -FOUND 3 3/4" OCS ALUMINUM BENCHMARK DISK STAMPED "3M-29-99" SET IN THE TOP NORTHEAST CORNER OF A 5.0 ~ DESIGNED: DRAWN: " FT. BY 15.0 FT. CONCRETE CATCH BASIN. MONUMENT IS LOCATED IN THE SOUTHEASTERLY CORNER OF THE INTERSECllON OF BONITA CANYON ROAD --::-:=:::::-_CA_R;-:--:-,:::--C_A_R1--+-----+--------------------l------1 DATE________ -o AND MESA \'IEW, 50 FT. SOUTHERLY OF THE CENTERLINE OF BONITA CANYON ROAD AND 80 FT. EASTERLY OF THE CENTERLINE OF MESA \'IEW. E N G I N E E R I N G ' CHECKED: DATE: 1---------1 ~ BENCHMARK: OCBM 3M-29-99 NAVO ELEVA110N=192.498' YEAR UEv£1.ED 2004 MONUMENT IS SET UEl'EL 111TH THE SIDEWALK. 05/03/23 PH 05 03 23 NO. DA TE DESCRIPTION OF REVlSIONS APPROVED SHEET OF / .__ _______ ...._ _______ ...;.... __________________ 1...-________________ ....:.:;;.::;_::._J.._ __ .!:!l.L._~~~.:.J-:...;.:_.L.:.:.:.::...::.:.:...:...=.:.:.=:...._-------C.:.:::.:.::::.L ______ .....1 _______________ .L'.~-__.:: _ _J:::;; 11 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT S-5313-S C-7731-2 R L A SW N EVT ETA S T SI GER TS E A VI CO C F ROLI IL F RCE 31259 NE PD E ER S . EFRR O D N N O A SI N AI EN I RE G E 5 WET WELL SITE PLAN WET WELL CONSTRUCTION NOTES FORD ROAD WASTEWATER PUMP STATION IMPROVEMENTS ACCESS HATCH DETAIL NOT TO SCALE / / / ' ' ' / / / / EXISTING STREET CURB ' ' ' ' ' ' ' ' .. • . . •• ·=.· . : .-': ._ ... ·_ ..... :: -:_ . . . ·._ ....... _r..:._~~-.:.~· .• / / / / / / / / / / / / / / / '-8" HINGED SIDE ...._ __ EXISTING STREET R/W PROPOSED GAS PER SHEET , 't-1---:/----------EX TING TREE 15' "-----PROPOSED NATURAL GAS GENERATOR PER ELECTRICAL HAI~· FENCE PER SHEET 3 '---EXISTING TREE \ 0 0 FURNISH AND INSTALL 8'il PRECAST CONCRETE WET WELL PER OLDCASTLE PRECAST WITH THD 55"x58" DOUBLE DOOR ACCESS HATCH H-20 OCCASIONAL TRAFFIC RATED INCLUDING SAFETY GRATING PER U.S.F FABRICATION INC. CENTERED ON WET WELL OR EQUAL. FURNISH AND INSTALL KOHLER EMERGENCY NATURAL GAS STANDBY GENERATOR WITH WEATHER PROOF SOUND ENCLOSURE RATED FOR 64 dBA AT 23 FT. MODEL KG45 OR EQUAL PER ELECTRICAL DRAWINGS. FURNISH AND INSTALL ALL ELECTRICAL EQUIPMENT PER ELECTRICAL DRAWINGS INCLUDING ALL CONDUITS, CABLES, FLOAT, TRANSDUCER, ATS, CONCRETE SAW CUT, CONCRETE REPLACEMENT IN KIND AND ALL APPURTENANCES AS REQUIRED FOR A COMPLETE OPERATING SYSTEM. PROTECT EXISTING UTILITY OR STRUCTURE IN PLACE. FURNISH AND INSTALL PIPE PENETRATION PER DETAIL EB FURNISH AND INSTALL 4" DIAMETER CERTA-LOK YELOMINE RESTRAINED JOINT PVC PRESSURE PIPE SDR-17 FURNISH AND INSTALL 4" CERTA-LOK YELOMINE RESTRAINT JOINT COUPLING. CONNECT TO EXISTING 1" PVC PIPE WITH NEW 1• PVC SCHEDULE 80 PIPE INCLUDING 1" UNION AND LONG RADIUS 90' BEND, ONE FOR EACH PUMP. CONTRACTOR TO ADJUST ALIGNMENT AS REQUIRED FOR SUCCESSFUL CONNECTION INTO NEW WET WELL. CONNECT TO EXISTING 1" PVC CONDUIT WITH BUBBLE TUBE, USE LONG RADIUS BENDS AS REQUIRED. @ CONNECT TO EXISTING 1 1/2" PVC SCHEDULE 80 PIPE WITH INKIND PVC INCLUDING ALL FITTING AS REQUIRED, ONE FOR EACH PUMP. (§) FURNISH AND INSTALL 4 INCH CERTA-LOK FLANGE ADAPTER (C/L MALE x FLANGE) PER WESTLAKE PIPE AND FITTINGS OR EQUAL. REMOVE AND RELOCATE EXISTING WATER METER BOX AS REQUIRED. 11" / / / i-----------68" ---------~"" / / / / ( 191) / / / / / / / / / -......_ __ EXISTING WATER METER[@) .....__ __ RELOCATED WATER METER ...._ __ PROPOSED ATS PER ELECTRICAL ER---lsL CTRICAL (TYP.) '-----CONNECT TO EXISTING 1'' PVC SCH 40 WI WATERTIGHT SLAMLOCK 66" CAST ALUM DROP HANDLE '--EXISTING VENT PIPE RELOCATE PER CIVIL / / / / / '---EXISTING DRY WELL ~-EXISTING BLOCK WALL --EXISTING EASEMENT B L DRAIN COUPLING RECORD DRAWINGS These Record Drciwlngs have been prepared based on information submitted, In part, by others. 'Mil e this lnfonnoUon ls belleved to be reliable, City of Newport Beech Is not responalble for Its accuracy, nor for errors or omlsslons whlch may ho-..e been incorporated into these plans as o result. '---EXISTING ELECTRICAL PANEL 316 S.S. HINGE WITH TAMPER PROOF BOLTS = = = 1/4" FLOOR PLATE = = c-, I I I ~II ~111 ~111 ]Ill --, I I II ~ ~Ill I ~111 I = = :dll I I I ==-=- C .....I B _j STANDARD RECESSED PADLOCK ___J. 48 1/2" ACTUAL CLEAR OPENING •• i--------55" ---------1 SECTION VIEW B-B 48" ACTUAL CLEAR OPENING 316 S.S. AUTOMATIC HOLD OPEN ARM W/RED VINYL GRIP 2' II SECTION VIEW C-C 1' 0 2' 1/4 PLATE ALL AROUND 4' '---EXISTING TRANSFORMER GRAPHIC SCALE: 1"=2' N Q) ~ E 0 ~ " E "-co N N o> '" 'O C 0 "- Q) -rn LD 0 -Q) Q) .c _'.;;-., -Q) Q) .c ;:J-o r:B-::A-=s~IS:-:O::-F::-::B-::E::-A-::R::-l-:--N:--:G::-S::-:-----------------------7iP;;:LAANNisSPPRERE;:PA .. RITEDiieavy'."", ------------------,-;;RE:;:V~IEW;;;;E:;::D:-, -----,-,---,------------------r-----r-:::RE::-'.V:::-IEW:::E:::-D-, ------r--------------------------1; STEVEN ANDREWS ENGINEERING 1(l - THE BEARINGS SHOWN HEREON ARE BASED ON THE CENTERLINE OF BONITA CANYON ROAD BEING N 74•37'40" E AS SHO\\tl ON PARCEL MAP NO. 97-211 RECORDED IN BOOK 302, PAGES 11-2 OF PARCEL MAPS AS INSTRUMENT NO. 19980540673, OFFICIAL RECORDS. LAKE FOREST, CA 92630 g 26501 RANCHO PARKWAY SOUTH, SUITE 204 /2 K ~ t-----i------+----------------------1------1 o (949) 215-5050 g] ~ I Slf:VEN R. ANDREWS RCE 31259 PATR~~~li:c~~~ELG~,N~l~~E~0?40 <C ~: ~ DESIGN ENGINEER'S NAME 1-----------------------,.----------1: DESCRIBED BY OCS 2002 -FOUND 3 3/4" OCS ALUMINUM BENCHMARK DISK STAMPED "3M-29-99" SET IN THE TOP NORTHEAST CORNER OF A 5.0 ~ DESIGNED: DRAWN: " FT. BY 15.0 FT. CONCRETE CATCH BASIN. MONUMENT IS LOCATED IN THE SOUTHEASTERLY CORNER OF THE INTERSECllON OF BONITA CANYON ROAD CAR CAR DATE -o BENCHMARK: OCBM 3M-29-99 NAVO ELEVA110N=192.498' YEAR LEvfiED 2004 AND MESA \IIEW, 50 FT. SOUTHERLY OF THE CENTERLINE OF BONITA CANYON ROAD AND 80 FT. EASTERLY OF THE CENTERLINE OF MESA VIEW. ENGINEERING r:C:-H:::E-::CK-::E:::D:--:----t-::D-:-A:::TE:-:---1---+----+---------------------l-------l --------1----------1~ ____________ .._M_ON_u_ME_NT_Is_s_ET_LE_l'E_L_IIITH_TH_E_SID_E ... WA.;;L_K. _________________________ ....1, ________________________ ..:.;05:.:./.:0:;3/:.:2::3J ____ ""PH:ll,__~0~5'1,;,0~3~23:!,L __ N.:,O;_ • .L......:D;_A;_TE:.__J_:D.:E:.SC:::.R:::.IP..:TI:.:O.:.:N __ o:::,F...:.::RE:.:Vl:.:S:.:10.:.:N.::.s ___________ L.:A.:.:PP..:,R:::O.::VE:::D:i_ _________ .l_ _____________________ .J__::S:_:HE~E:.:_T __ ..::o::_F __ J; NOTES: 11 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT S-5313-S C-7731-2 R L A SW N EVT ETA S T SI GER TS E A VI CO C F ROLI IL F RCE 31259 NE PD E ER S . EFRR O D N N O A SI N AI EN I RE G E 6 WET WELL SECTION VIEW AND DETAILS WET WELL CONSTRUCTION NOTES FORD ROAD WASTEWATER PUMP STATION IMPROVEMENTS NOTES: 1. CONTRACTOR 2. CONTRACTOR 3. CONTRACTOR u l'==:,,,..d/-----48" ACTUAL CLEAR OPENING -----i ~~='I 1 n n n n n .~ -hY- 185.53 RIM ELEV. // ---~--~-~-~---~-~. ---------~\=======,:±::i=========t.,7,J ,·.•. I 'lo ~ ~ ---~---,~ V \ i-------58" FRAME OPENING -11-------i 0 L 6 --·" ,, ~ ~v 9 1.----- 9 -FINISHED GRADE PER CIVIL DRAWINGS 185.65 RIM ELEV. -11-11-11-11-11-1, I -Ii' II-I I -Ii' II-I I -11-111 -1 I I • • := 111 111 ~~ TO PANEL I = I 1=1 I = 1 I-TO PANEL ~ -111 ",?~--- ~ V -,,--TO DRY PIT HATCH FOR DRAINAGE ._, ,, 15 -3-----., -PVC SCHD. 40 0 0 ® @ @ @ e FURNISH AND INSTALL 8'¢ PRECAST CONCRETE WET WELL PER OLDCASTLE PRECAST WITH THD 55"x58" DOUBLE DOOR ACCESS HATCH H-20 OCCASIONAL TRAFFIC RATED INCLUDING SAFETY GRATING PER U.S.F FABRICATION INC. CENTERED ON WET WELL OR EQUAL. FURNISH AND INSTALL ALL ELECTRICAL EQUIPMENT PER ELECTRICAL DRAWINGS INCLUDING ALL CONDUITS, CABLES, FLOAT, TRANSDUCER, ATS, CONCRETE SAW CUT, CONCRETE REPLACEMENT IN KIND AND ALL APPURTENANCES AS REQUIRED FOR A COMPLETE OPERATING SYSTEM. PROTECT EXISTING UTILITY OR STRUCTURE IN PLACE. FURNISH AND INSTALL PIPE PENETRATION PER DETAIL ffi FURNISH AND INSTALL 4" DIAMETER CERTA-LOK YELOMINE RESTRAINED JOINT PVC PRESSURE PIPE SDR-17 FURNISH AND INSTALL 4" CERTA-LOK YELOMINE RESTRAINT JOINT COUPLING. CONNECT TO EXISTING 4" FLANGE. CONNECT TO EXISTING 1" PVC PIPE WITH NEW 1" PVC SCHEDULE 80 PIPE INCLUDING 1" UNION AND LONG RADIUS 90" BEND, ONE FOR EACH PUMP. CONTRACTOR TO ADJUST ALIGNMENT AS REQUIRED FOR SUCCESSFUL CONNECTION INTO NEW WET WELL. CONNECT TO EXISTING 1" PVC CONDUIT WITH BUBBLE TUBE, USE LONG RADIUS BENDS AS REQUIRED. (161 FURNISH AND INSTALL 3/4" PVC SCHEDULE 80 WITH STAINLESS STEEL CLAMP ~ HOLDERS AS REQUIRED. CONNECT TO EXISTING 1 1/2" PVC SCHEDULE 80 PIPE WITH INKIND PVC INCLUDING AS REQUIRED, ONE FOR EACH PUMP. FURNISH AND INSTALL INSULATING FLANGE KIT PER DETAIL EB ALL FITTING PER LONG RADIUS 90" BEND ~ ,,--,· , 1 rt .-~ r FURNISH AND INSTALL 4 INCH CERTA-LOK FLANGE ADAPTER (C/L MALE x FLANGE) WESTLAKE PIPE AND FITTINGS OR EQUAL. @ FURNISH AND INSTALL 4 INCH 90" DIP BEND (FLG x FLARE). ULTRASONIC lRANSDUCER PER ELEClRICAL I I I I ADJUSTABLE LINK RUBBER SEAL, SEE NOTE 2 CORED WALL i----t-8" TYP . c__EXISTING 1 1/2" PVC SCHD. 40 14' 12' -6" 6 ---- // -8" INLET ' ' (178.J INV.) ' \ - □ FLOAT SWITCH PER ----~ ELECTRICAL ELEV. 175.9 PUMP #2 ON ELEV. 175.6 PUMP #1 ON ELEV. 175.0 PUMPS OFF ' 1 ~ _, _, i---1'-8'" --H 4" TYP.7 ~--~------' WET WELL SECTION EB SCALE: N.T.S. SHALL FIELD LOCATED EXISTING 1" AND 1 1 /2" PVC CONDUITS AND CONNECT TO EACH LINE AS REQUIRED. SHALL FIELD VERIFY EXISTING 8" SEWER INLET AND P.O.C TO EXISTING FLANGE PRIOR TO CONSTRUCTION. SHALL COORDINATE EXACT LOCATION OF TRANSDUCER AND FLOAT INSTALLATION WITH CITY INSPECTOR. BASIS OF BEARINGS: THE BEARINGS SHOWN HEREON ARE BASED ON THE CENTERLINE OF BONITA CANYON ROAD BEING N 74•37'40" E />S SHO\\tl ON PARCEL MAP NO. 97-211 RECORDED IN BOOK 302, PAGES 11-2 OF PARCEL MAPS AS INSTRUMENT NO. 19980540673, OFFICIAL RECORDS. BENCHMARK: OCBM 3M-29-99 NAVO ELEVA110N=192.498' YEAR LEvfiED 2004 DESCRIBED BY OCS 2D02 -FOUND 3 3/4" OCS ALUMINUM BENCHMARK DISK STAMPED "3M-29-99" SET IN THE TOP NORTHEAST CORNER OF A 5.0 FT. BY 15.0 FT. CONCRETE CATCH BASIN. MONUMENT IS LOCATED IN THE SOUTHEASTERLY CORNER OF THE INTERSECllON OF BONITA CANYON ROAD AND MESA \'IEW, 50 FT. SOUTHERLY OF THE CENTERLINE OF BONITA CANYON ROAD AND 80 FT. EASTERLY OF THE CENTERLINE OF MESA \'IEW. MONUMENT IS SET LEVEL 111TH THE SIDEWALK. PLANS PREPARED BY: STEVEN ANDREWS ENGINEERING 26501 RANCHO PARKWAY SOUTH, SUITE 204 LAKE FOREST, CA 92630 (949) 215-5050 ENGINEERING • ~1 - - 10'-9"± --..--- 7 -EXISTING DRY WELL ASSEMBLY (ELEV. 173.00) PSI, CENTRY-LINE SLEEVE-~ ADJUSTABLE LINK RUBBER SEAL, SEE METHOD A NOTE 2 ---~ -~-_,,,_-~ PIPE THRU WALL---~ METHOD B 1. USE METHOD A ABOVE HIGH WATER LEVEL AND METHOD B BELOW. 2. TRIPAC PEN-SEAL MODULAR SEAL MODEL S-316. SLEEVE PIPE DETAIL ED SCALE: N. T.S. INSULATING SLEEVE (FULL STUD LENGTH} INSULATING WASHER (lYPICAL 2 PL) 1 STEEL WASHER (lYPICAL 2 PL) ~ STEEL NUT (lYPICAL 2 PL) "' , ® Q INSULATING GASKET STEEL STUD (H»® 171.58 F.F. ELEV. IN SULA TING WASHER FOR VAULT OR ABOVEGROUND INSTALLATIONS ONLY INSULATING WASHER 05/03/23 REVIEWED: RECORD DRAWINGS These Record Drawings have been prepared based on information submitted, in part. by others. While this Information is believed to be relloble, City of Newport Beach Is not responsible for Its accuracy, nor for errors or omissions which may hcve been incorporated Into these plans as a resuH. ANODE SIDE FOREIGN SIDE NOTES· 1. HARDWARE QUANTITIES IN IN SULA TING FLANGE KIT 'MLL VARY BASED ON GASKET PATTERN AND PIPE SIZE. 2. FOR BELOWGROUND INSTALLATIONS, INSTALL SINGLE-WASHER KITS V.,TH THE ISOLATING WASHERS ONLY ON THE FOREIGN SIDE OF THE FLANGES. INSULATING FLANGE KIT INSULATING FLANGE KIT DETAIL SCALE: N. T. S. REVIEWED: /2 K ~ t---+------+--------------------+-----IPATRICK ARCINIEGA, RCE 70740 Slf:VEN R. ANDREWS RCE 31259 SENIOR Cl~L ENGINEER DESIGN ENGINEER'S NAME DESIGNED: DRAWN: t--___ C_A_Rt--___ C_A_R1----+-----1----------------------l-----1 DATE _______ _ CHECKED: DATE: PH 05 03 23 NO. DATE DESCRIPTION OF RE~SIONS APPROVED 2 SHEET OF N " L E 0 L " E C. 0 r'l N r'l N -...__ 'SC 0 -...__ LO 0 o> ~ "O ui C: 0 -" " rn CD 0 -" " .c (f) / rn -" " .c (f) / 0 <l u / rn " -0 " 0 rn rn <l <:e! C: " "O ~ / :::;; QQN[l!.!II SINGLE LINE SQl::IEMATIQ l:lESQRIP]QN QQN[l!.!II SINGLE LINE SQl::IEMATIQ l:lESQRIPIIQN CONDUIT SINGLE LINE SCHEMATIC DESQRIPTION PLAN DIAGRAM DIAGRAM PLAN DIAGRAM DIAGRAM PLAN DIAGRAM DIAGRAM STANDARD ABBREVIATIONS 0 ) 50A :) CIRCUIT BREAKER. UPPER NUMBER IS TRIP RA TING. ~ vvvv POWER TRANSFORMER. RA TINGS AS NOTED $M MANUAL MOTOR STARTER A AMPERES MH MANHOLE o 3P LOWER NUMBER IS NUMBER OF POLES M./\1\ ON DRAWINGS AC AL TERNA TING CURRENT MIN MINIMUM OR MINUTE AF AMPERE FRAME MLO MAIN LUGS ONLY DUPLEX RECEPTACLE. 20A, SPEC GRADE ...L ...L ...L AFC ABOVE FINISHED CONCRETE MOV MOTOR OPERATED VALVE ACTUATOR 0 THREE POSITION SWITCH. MAINTAINED CONTACT qp GROUNDING TYPE. UNLESS OTHERWISE NOTED GROUND AFF ABOVE FINISHED FLOOR MSB MAIN SWITCHBOARD ■ "-0 FUNCTION MAY VARY AS NOTED ON DIAGRAMS. ---AFG ABOVE FINISHED GRADE MTG MOUNTING ---CENTER POSITION IS OFF ON DRAWINGS. ---AT AMPERE TRIP MTR MOTOR ATS AUTOMATIC TRANSFER SWITCH N NEUTRAL ■ ✓ TWO POSITION SWITCH. MAINTAINED CONTACT ◄ TELEPHONE OUTLET ■--nr .,.n.n.n.., .,.n.n.n.., HEATER, RATING AS NOTED ON DRAWING AUX AUXILIARY NA NON-AUTOMATIC 0 FUNCTION MAY VARY AS NOTED ON DIAGRAMS AUTO AUTOMATIC NC NORMALLY CLOSED AWG AMERICAN WIRE GAUGE NCIO NORMALLY CLOSED, JUNCTION BOX OR CONDUIT FITTING AS NOTED OR □ □ BC BARE COPPER INSTANTANEOUS OPEN ■ ....L, MOMENTARY CONTACT PUSHBUTTON. FUNCTION 0 REQUIRED . HORN OR AUDIBLE SIGNAL BD BOARD NCTC NORMALLY CLOSED, MAY VARY AS NOTED ON DIAGRAMS (SHOWN WITH CONDUIT TURNING UP) BKR BREAKER TIME CLOSE C CONDUIT NCTO NORMALLY CLOSE, 6 CAB CABINET TIME OPEN ■ LOS MOMENTARY CONTACT PUSHBUTTON WITH PROVISION ■LS LEVEL SWITCH, CONTACT ACTION 0 0 0 PHASE CB CIRCUIT BREAKER NEC NATIONAL ELECTRIC CODE ....L, FOR LOCKOUT. AS NOTED ON DRAWINGS CKT CIRCUIT NIC NOT IN CONTRACT LOS CLG CEILING No NUMBER D r----, r----, c.o. CONDUIT ONLY NO NORMALLY OPEN oi ~ ~ LOCKABLE DISCONNECT SWITCH. RA TING AND CONTROL PANEL OR EQUIPMENT AS NOTED □ TERMINAL, INTERNAL WIRING COMPT COMPARTMENT NOIC NORMALLY OPEN, DETAILS AS NOTED ON DRAWINGS. L__J L__J COND CONDUCTOR INSTANTANEOUS CLOSE CONT CONTROL NOTC NORMALLY OPEN, ■Fs FLOW SWITCH, CONTACT ACTION AS NOTED ON CONTD CONTINUED TIME CLOSE ■zs ~ LIMIT SWITCH. NORMALIL Y OPEN ~ DRAWINGS ■ TERMINAL, FIELD WIRING CPT CONTROL POWER TRANSFORMER NOTO NORMALLY OPEN, CP CONTROL PANEL TIME OPEN CT CURRENT TRANSFORMER NP NAMEPLATE $ ■ cu COPPER NTS NOT TO SCALE ■zs LIMIT SWITCH. NORMALIL Y CLOSED FLUSH TOGGLE SWITCH, SINGLE POLE, SINGLE THROW DS DOOR SWITCH CR CONTROL RELAY OL OVERLOAD oc::rc, DC DIRECT CURRENT OTT OVERTEMP SWITCH DISC DISCONNECT PB PUSHBUTTON TIME DELAY RELAY CONTACT. $3 --3 DISC SW DISCONNECT SWITCH PB PULLBOX ~NOTO FLUSH TOGGLE SWITCH, THREE WAY CONDUIT STUB OUT DPDT DOUBLE POLE DOUBLE THROW PC PHOTOCELL OFF DELAY, NORMALLY OPEN, TIME OPEN DPST DOUBLE POLE SINGLE THROW PCV PUMP CONTROL VALVE Qxx DISCONNECT SWITCH, F = FUSED DWG DRAWING PMR POWER MONITOR RELAY TIME DELAY RELAY CONTACT. I { ~ I ~x NF = NON-FUSED DS DOOR SWITCH PNL PANEL TNcTC FLUORESCENT FIXTURE. SEE LIGHTING SCHEDULE. EL.ELEV ELEVATION POS POSITION OFF DELAY, NORMALLY CLOSED, TIME CLOSED XX = AMP RA TING EMT ELECTRICAL METALLIC TUBING PR PAIR EO ELECTRICALLY OPERATED PRI PRIMARY ~NOTC TIME DELAY RELAY CONTACT. l-0 LIGHTING FIXTURE, WALL MOUNTED 0 TELEMETRY INPUT POINT EXIST EXISTING PS PRESSURE SWITCH ON DELAY, NORMALLY OPEN, TIME CLOSED SEE LIGHTING SCHEDULE FBO FURNISHED BY OWNER PT POTENTIAL TRANSFORMER FDR FEEDER PVC POLYVINYL CHLORIDE □ 0 FIN FINISHED PVC/RGS PVC JACKETED RIGID ANCTO TIME DELAY RELAY CONTACT. MH-MANHOLE PB-PULILBOX HH-HANDHOLE PLC INPUT POINT AT RTU FLA FULL LOAD AMPS GALVANIZED STEEL CONDUIT ON DELAY, NORMALLY CLOSED, TIME OPEN PB OR AS NOTED ON DRAWINGS FLEX FLEXIBLE PW PART WINDING FM FLOW METER RECEP RECEPTACLE FS FLOW SWITCH RCP REMOTE CONTROL PANEL ■sov + -T-TELEPHONE CONDUIT. SIZE AS NOTED FT OR ' FEET OR FOOT RGS RIGID GALVANIZED STEEL CONDUIT SOLENOID OPERATED VALVE FT FLOW TRANSMITTER RTU REMOTE TERMINAL UNIT FUT FUTURE RVAT REDUCED VOLTAGE AUTO TRANSFORMER FVNR FULL VOLTAGE NON REVERSING RVYD REDUCED VOLTAGE WYE DELTA --<f----<f---G-GROUNDING GRID OR GROUNDING CONDUCTOR GALV GALVANIZED SCE SOUTHERN CALIFORNIA EDISON MOTOR CONTROL CENTER DRAWOUT STABS SIZE AS REQUIRED OR AS NOTED ON DRAWINGS GD GAS DETECTORS SEC SECONDARY GFI GROUND FAULT INTERRUPTER SEL SELECTOR GFP GROUND FAULT PROTECTION SP SPARE 181 2 MOTOR STARTER WITH THERMAL OVERLOADS. -GT GROUND PIGTAIL. SIZE AS NOTED ON DRAWINGS GND OR G GROUND SPEC SPECIFICATION -lf-o'Lo-NUMBER INDICATES NEMA SIZE HH HANDHOLE SPOT SINGLE POLE DOUBLE THROW HOA HAND/OFF /AUTO SPST SINGLE POLE SINGLE THROW OL L HTR HEATER ss STAINLESS STEEL ::I, f MOTOR OVERLOAD CONTACT G-EXOTHERMIC GROUND CONNECTION IC INTERRUPTING CURRENT SSRV SOLID STATE REDUCED VOLTAGE STARTER IN OR " INCHES OR INCH ST SHUNT TRIP IND INDICATING STA STATION 0 0 -c----i-INST INSTANTANEOUS STL STEEL --& MOTOR, NUMBER INDICATES HORSEPOWER BOLTED GROUND CONNECTION INSTR INSTRUMENT STP SHIELDED TWISTED PAIR INTLK INTERLOCK STR STARTER JB OR J JUNCTION BOX, CONDULET OR STT SHIELDED TWISTED TRIPLET ~ INDICATING LIGHT, PUSH-TO-TEST. LETTER FITTING AS REQUIRED BY NEC. sv SOLENOID VAL VE INDICATES COLOR. 0 CONDUIT BENDING UP UNLESS OTHERWISE NOTED SW SWITCH -R=RED B=BLUE G=GREEN A=AMBER W=WHITE KW KILOWATTS SWBD SWITCHBOARD LCL LONG CONTINUOUS LOAD TB TERMINAL BOX 0 CONTACTOR OR RELAY COIL. LETTER OR LCP LOCAL CONTROL PANEL TEL TELEPHONE NUMBER IS DESIGNATION I CONDUIT BENDING DOWN LEV LEVEL TEMP TEMPERATURE LIM LIMIT TERM TERMINAL M LR LOCAL/REMOTE TIM TELEMETRY NORMALLY CLOSED CONTACT. LETTER OR LOS LOCKOUT STOP STATION TS TEMPERATURE SWITCH ::j, f NUMBER IS DESIGNATION --UNDERGROUND OR CONCEALED CONDUIT, 1" MINIMUM LEVEL OR LIMIT SWITCH TS2W TWO SPEED TWO WINDING LS LSIG LONG TIME, SHORT TIME, INSTANTANEOUS TVSS TRANSIENT VOLTAGE SURGE SUPPRESSOR M AND GROUND FAULT ADJUSTIMENTS TW/SH TWISTED SHIELDED -l I-NORMALLY OPEN CONTACT. LETTER OR EXPOSED CONDUIT, 3/4" MINIMUM. LT LIGHT TYP TYPICAL NUMBER IS DESIGNATION LTG LIGHTING UG UNDERGROUND LV LOW VOLTAGE UON UNLESS OTHERWISE NOTED 9 »½' HOMERUN CONDUIT WITH 3 CONDUCTORS, NEUTRAL MA MILLIAMPERE V VOLTS RUNNING TIME METER, NON-RESETTABLE AND GROUND, CIRCUITS 1,3,5 PANEL PB1, NO MAINT MAINTAINED w WATTS PB1 1,3,5 HASHMARKS INDICATE 2 CONDUCTORS AND GROUND MAN MANUAL W/ WITH MAX MAXIMUM W/0 WITHOUT ~20A 5A 0 DRIVEN GROUND ROD/TEST WELL MC MAINTAINED CONTACT WP WEATHERPROOF -{[JJ--FUSE, NUMBER INDICATES RA TING MCC MOTOR CONTROL CENTER XFMR TRANSFORMER 3/4" X 10' Cu CLAD STEEL MCM THOUSAND CIRCULAR MILS XP EXPLOSION PROOF MCP MOTOR CIRCUIT PROTECTOR ZS POSITION SWITCH OR LIMIT SWITCH "U.U.U" CONTROL TRANSFORMER. RA TING AS NOTED ON 3W THREE WIRE ~ DRAWINGS OR AS REQUIRED BASED ON LOAD -PANELBOARD OR AS NOTED ON DRAWING 4W FOUR WIRE SERVED. 8 KILOWATT METER 'VV\J"\.. LIQUIDTIGHT FLEXIBLE CONDUIT ■ PS ");: PRESSURE SWITCH. CONTACT ACTION AS NOTED ® ® CONDUIT NUMBER ·xxx·, REFER TO CONDUIT ON DRAWINGS SCHEDULE FOR DESCRIPTION RECORD DRAWINGS These Record Drawings have been prepared based on information submitted. rn part. by other,. Whh this information is belie~ to be relit1ble, City of Newport BeQct, ie not responelble for its occurccy, nor for errors or omissions whlch may haw been incorporated Into theH plans as a result. E1 C-7731-2 PLANS PREPARED BY: REVIEWED: REVIEWED: 2010-369-001 BASIS OF BEARINGS: -ELECTRICAL SYMBOLS AND ABBREVIATIONS ~~Of ' THE BEARINGS SHOWN HEREON ARE BASED ON THE CENTERLINE OF BONITA CANYON ROAD BEING N 74·37'40" E AS SHOWN ON PARCEL ~AP NO. §1//4 y ~~' '11, FORD ROAD WASTEWATER 97-211 RECORDED IN BOOK 302, PAGES 11-2 OF PARCEL MAPS AS INSTRUMENT NO. 199B0540673, OFFlCIAL RECORDS. PATRICK ARCINIEGA RCE 70740 GERRY GREEN INC. ~~ ~;:; GERALD L. GREEN REE E15691 Consulting Electrica l Engineers ~ o. E15691-• \;J DESIGN ENGINEER'S NAME SENIOR CIVIL ENGINEER PUMP STATION IMPROVEMENT BENCHMARK: NA\ID ELEVATION=192.49B' A'. 6/30/24 OCBM 3M-29-99 YEAR LEVELED 2004 2734 Loker Ave West, St e M, Carlsbad, CA 92011 Tel. (61'!11 962-2356 * ( 'v * DESCRIBED BY OCS 2002 -FOUND 3 3/4" OCS ALUMINUM BENCHMARK DISK STAMPED "3M-29-99" SET IN THE TOP NORTHEAST CORNER OF A 5.0 .,,_, <CTR\ C. 't' ~._. DESIGNED: DRAWN: CITY OF NEWPORT BEACH S-5313-S -1?, di' GG CADD DATE FT. BY 15.0 FT. CONCRETE CATCH BASIN. MONUMENT IS LOCATED IN THE SOUTHEASTERLY CORNER OF THE INTERSECTION OF BONITA CANYON ROAD E" OF CA~1.~ AND MESA VIEW, 50 FT. SOUTHERLY OF THE CENTERLINE OF BONITA CANYON ROAD AND 80 FT. EASTERLY OF THE CENTERLINE OF MESA VIEW. CHECKED: DATE: NO. DATE DESCRIPTION OF REv1SIONS APPROVED PUBLIC WORKS DEPARTMENT SHEET 7 OF 11 MONUMENT IS SET LEVEL \'!TH THE SIDEWALK. GG 04/28/23 DISCONNECT AND REMOVE MOBILE GENSET RECEPTACLE. SALVAGE AND RETURN TO CITY EXISTING ELECTRICAL/CONTROL PANEL 'ECP DISCONNECT AND REMOVE MANUAL TRANSFER SWITCH AND WIRING. SALVAGE AND RETURN SWITCH TO CITY 150A, 240V, 3-POLE AUTOMATIC TRANSFER SWITCH 'A TS1' POWER SECTION MOTOR CONTROL SECTION 45KW/56KVA 240V, 3PH, 4W GENSET 'G1' 104 .---oE --~ L 102 ~----------~ (I)---#4/0 GND TO GROUND, SEE SITE ELECTRICAL PLAN EXISTING ELECTRICAL/CONTROL PANEL 'ECP' 101 103 I m G EXISTING --01 GROUND EXISTING 100A, 240V, 3PH UTILITY SERVICE REPLACE 3KVA TRANSFORMER WITH 5KVA TRANSFROMER. REPLACE WIRING AND FUSES FOR 5KVA RATING SINGLE LINE DIAGRAM SCALE: NTS MODBUS TCP TO ATS r------3► MODBUS TCP TO GENSET EXISTING NETWORK SWITCH ---1-----/--- EXISTING INTRINSICALLY WARRICK -7"--r-/-,/-,/--ri SAFE RELAY 27Ai □4 i EXISTING V~~-~-~ l LEVEL~ r--/77. -1/ CONTROLLER I _____ _.0 i i l) 50A 3P 3P NEMA 2 NEMA 2 EXISTING PUMP NO. 1 EXISTING PUMP NO. 2 EXISTING ---- EXISTING ----- EXISTING --- EXISTING ----- EXISTING --- EXISTING ----- EXISTING ---- EXISTING -----NEW VEGAMET i i LEVEL 862 1---/..,,.I,...._ ___ ..._ ', }---------, CONTROLLER CONTROLLER { { EXISTING ---- EXISTING --- EXISTING ----- EXISTING ---- EXISTING ----- EXISTING --- SPARE o SPARE o EXISTING RTU CONTROL WAVE MICRO DIGITAL INPUT CARD TERMINAL BLOCKS i i { i % ,J,, ~ ~ ~$£ ~ DISCONNECT AND REMOVE~--PULSAR HIGH EXISTING LEVEL TRANSDUCER DB3 LEVEL AND FLOAT SWITCH AT EXISTING LEVEL FLOAT WETWELL BEING DEMOSLISHED TRANSDUCER SWITCH EXISTING WETWELL VEGA PULS C21 LEVEL TRANSDUCER HIGH LEVEL FLOAT SWITCH NEW INSTRUMENTS IN NEW WETWELL CONTROLS BLOCK DIAGRAM PANEL ECP MODIFICATIONS BASIS OF BEARINGS: THE BEARINGS SHOWN HEREON ARE BASED ON THE CENTERLINE OF BONITA CANYON ROAD BEING N 74"37'40" E AS SHOWN ON PARCEL MAP NO. 97-211 RECORDED IN BOOK 302, PAGES 11-2 OF PARCEL MAPS AS INSTRUMENT NO. 199B0540673, OFFCIAL RECORDS. SCALE: NTS PLANS PREPARED BY: GERRY GREEN INC.-------- Consulting Electrical Engineers BENCHMARK: OCBM 3M-29-99 NAVO ELEV'ATION=19249B' YEAR LEVELED 2004 2734 Loker Ave West, Ste M, Carlsbad , CA 92011 Tel. (61"JI 962-235,6 REVIEWED: GERALD L. GREEN REE E15691 DESIGN ENGINEER'S NAME DESIGNED: DRAWN: REVIEWED: EXISTING NEW REMOVE RECORD DRAWINGS These RecOl"d Drawings have been prepared hosed on lnfcrmatlon submitted, In port, by others. While this Information ls belleved to be relklble, City of Newport Beach ls not responalble for Its accuracy, nor for errors or omissions which may how been lncorpon:Jted Into these plans as o result. E2 C-7731-2 2010-369-001 SINGLE LINE DIAGRAM AND CONTROLS DIAGRAM PATRICK ARCINIEGA RCE 70740 SENIOR CIVIL ENGINEER FORD ROAD WASTEWATER PUMP STATION IMPROVEMENT DESCRIBED BY OCS 2002 -FOUND 3 3/4" OCS ALUMINUM BENCHMARK DISK STAMPED "3M-29-99" SET IN THE TOP NORTHEAST CORNER OF A 5.0 FT. BY 15.0 FT. CONCRETE CATCH BASIN. MONUMENT IS LOCATED IN THE SOUTHEASTERLY CORNER OF THE INTERSECTION OF BONITA CANYON ROAD AND MESA VIEW, 50 FT. SOUTHERLY OF THE CENTERLINE OF BONITA CANYON ROAD AND 80 FT. EASTERLY OF THE CENTERLINE OF MESA VIEW. t-=,::-::,:=:----"G"-!Gr::-:-=--C""A"'DD,__+----+------------------+----DATE ______ _ CHECKED: DA TE: CITY OF NEWPORT BEACH S-5313-S PUBLIC WORKS DEPARTMENT SHEET 8 OF 11 MONUMENT IS SET LEVEL \'!TH THE SIDEWALK. GG 04 28 23 NO. DATE DESCRIPTION OF REVISIONS APPROVED CONDUIT CABLE FROM TO VOLTAGE REMARKS NO. SIZE QTY. SIZE GND.* 101 2" ECP UTILITY MAIN ATS1 3 #1 #6 240 POWER -EXISTING I 'A' 102 2" G1 GENSET MAIN ATS1 3 #1 #6 240 POWER -MOUNTING SURFACE PANEL 10,000 A.I.C. SYM. 120/240V VOLT 191 PHASE 3W WIRE MAIN 40 BUS 100 103 2" ECP MAIN LUGS ATS1 3 #1 #6 240 POWER -WATTAGE CKT CKT WATTAGE LOCATION 0A 0B REC LTG POLE BKR NO. 0A 0B NO. BKR POLE LTG REC 0A 0B LOCATION 104 1 " G1 GENSET CONTROLLER ATS1 2 #14 #14 -CONTROL ENGINE START GFI RECEPT 200 1 15 1 2 15 1 500 RTU BLOWER 500 1 15 3 4 15 1 500 FAN 105 1-1/4" G1 BATTERY CHGR, HTR PANEL A 4 #10 #10 12D POWER -SUMP PUMP 700 1 20 5 6 20 1 200 DRY WELL LTS I 1 BLOCK HEATER 1000 1 20 7 8 106 1-1/4" G1 GENSET CONTROLLER ECP RTU 1 CATS ETHERNET MODBUS TCP ~~ --I 1 BATTERY CHGR 200 1 20 9 10 - 11 12 1100 150D WATTS/LINE 700 500 107 1-1/4" A TS1 CONTROLLER ECP RTU 1 CAT6 --ETHERNET MODBUS TCP r/JA= 1800 r/JB= 2000 TOTAL WATTS= 3800 AMPS/LINE= 18 LCL AMPS= 26 ( 1 108 1-1/4" WETWELL FLOAT SW ECP ISR RELAY 1 CABLE --CONTROL INSTRUMENT CABLE PANEL SCHEDULE NOTES ( 1 109 1-1/4" WETWELL LEVEL SENSOR ECP LEVEL CONTROLLER 1 CABLE --SIGNAL INSTRUMENT CABLE CD PROVIDE CIRCUIT BREAKERS FOR GENSET BLOCK HEATER AND BATTERY CHARGER. ---------- ---------- ---------- ---------- ---------- ---------- ---------- ---------- ---------- *-ONE GROUND CONDUCTOR PER CONDUIT CONDUIT SCHEDULE NOTES CD VERIFY EXISTING CONDUIT SIZE IN FIELD. CONDUIT EXTENSION SIZE TO MATCH EXISTING SIZE. RECORD DRAWINGS These Record Drawings hcve been prepared based on Information submitted, In part, by others. Wh!le this Information 1s belleved to be rellable, City of Newport Beach Is not responslble for Its accuracy, nor for errors or omissions which may have been Incorporated Into these plans os o result. E3 C-7731-2 PLANS PREPARED BY: REVIEWED: REVIEWED: 2010-369-001 BASIS OF BEARINGS: -CONDUIT AND PANEL SCHEDULES ~~Of ' THE BEARINGS SHOWN HEREON ARE BASED ON THE CENTERLINE OF BONITA CANYON ROAD BEING N 74·37'40" E AS SHOWN ON PARCEL MAP NO. §1//4 y ~~' '11, FORD ROAD WASTEWATER 97-211 RECORDED IN BOOK 302, PAGES 11-2 OF PARCEL MAPS AS INSTRUMENT NO. 199B0540673, OFFCIAL RECORDS. PATRICK ARCINIEGA RCE 70740 GERRY GREEN INC. ~~ ~;:; GERALD L. GREEN REE E15691 Consulting Electrical Engineers ~ o. E15691-• \;J DESIGN ENGINEER'S NAME SENIOR CIVIL ENGINEER PUMP STATION IMPROVEMENT BENCHMARK: NA\ID ELEVATION=192.49B' A'. 6/30/24 OCBM 3M-29-99 YEAR LEVELED 2004 2734 Loker Ave West, St e M, Carlsbad, CA 92011 Tel. (61'!11 962-2356 * ( 'v * DESCRIBED BY OCS 2002 -FOUND 3 3/4" OCS ALUMINUM BENCHMARK DISK STAMPED "3M-29-99" SET IN THE TOP NORTHEAST CORNER OF A 5.0 .,,_, <CTR\ c, 't' ~,._ DESIGNED: DRAWN: CITY OF NEWPORT BEACH S-5313-S -11', di' GG CADD DATE FT. BY 15.0 FT. CONCRETE CATCH BASIN. MONUMENT IS LOCATED IN THE SOUTHEASTERLY CORNER OF THE INTERSECTION OF BONITA CANYON ROAD E" OF CA~1.~ AND MESA VIEW, 50 FT. SOUTHERLY OF THE CENTERLINE OF BONITA CANYON ROAD AND 80 FT. EASTERLY OF THE CENTERLINE OF MESA VIEW. CHECKED: DATE: NO. DATE DESCRIPTION OF REv1SIONS APPROVED PUBLIC WORKS DEPARTMENT SHEET 9 OF 11 MONUMENT IS SET LEVEL \'!TH THE SIDEWALK. GG 04/28/23 2' / / / / / / / / / / / / ' # # \ / / / # ,,;,• ' ~· / / / # # ' ' ' ' ' ' / / / / ,,f- # .# ' ' ' / / # p / ' ' p p / / / / / / / / / / EXISTING VENT / < ' ' ' ' . • 2 LEVEL S OR -=---- ·. / / / / / / / / / / / / / / / / / / / / / / / 104 / 106 / / v-i7 ;\j, X EXIST. TREE 0=+ 18" BATTERY CHARGER .· BLOCK HEATER AND EXIST. TREE 0=+24" ( ELECTRICAL NOTES G) CONNECTION TO EXISTING CONDUITS SHALL BE FIELD DETERMINED. 0 VEGA PULS LEVEL TRANSDUCER SUITABLE FOR CLASS 1, DIVISION LOCATIONS. INTEGRAL CABLE. 0 0 ® FLOAT SWITCH WITH 1 DAMP CONTACTS. INTEGRAL CABLE. CONDUITS ENTERING WETWELL TO BE SCHEDULE 80 PVC. EXPOSED CONDUIT AND UNDERGROUND ELBOWS SHALL BE PVC-COATED RIGID STEEL. ~----'~-----~L./~ AUTOMATIC TRANSFER ,. / SWITCH 'A TS1' / / / / / / / / / / / / / / / / / / / / / / / / / / / /,..--..... 101 . 103 INTERCEPT EXISTING CONDUITS '1' ~~ / / / / / EXPOSED CONDUITS ATTACHED TO RETAINING WALL® / / EXISTING ELECTRICAL/ CONTROL PANEL 'ECP' PLANS PREPARED BY: BASIS OF BEARINGS: THE BEARINGS SHOWN HEREON ARE BASED ON THE CENTERLINE OF BONITA CANYON ROAD BEING N 74·37'40" E AS SHOWN ON PARCEL MAP NO. 97-211 RECORDED IN BOOK 302, PAGES 11-2 OF PARCEL MAPS AS INSTRUMENT NO. 199B0540673, OFFCIAL RECORDS. BENCHMARK: OCBM 3M-29-99 NA\ID ELEVATION=192.49B' YEAR LEVELED 2004 DESCRIBED BY OCS 2002 -FOUND 3 3/4" OCS ALUMINUM BENCHMARK DISK STAMPED "3M-29-99" SET IN THE TOP NORTHEAST CORNER OF A 5.0 FT. BY 15.0 FT. CONCRETE CATCH BASIN. MONUMENT IS LOCATED IN THE SOUTHEASTERLY CORNER OF THE INTERSECTION OF BONITA CANYON ROAD AND MESA VIEW, 50 FT. SOUTHERLY OF THE CENTERLINE OF BONITA CANYON ROAD AND 80 FT. EASTERLY OF THE CENTERLINE OF MESA VIEW. MONUMENT IS SET LEVEL \'!TH THE SIDEWALK. GERRY GREEN INC.--------- Consulting Electrical Engineers 2734 Loker Ave West, St e M, Carlsbad, CA 92011 Tel. (61'!11 962-2356 REVIEWED: GERALD L. GREEN REE E15691 DESIGN ENGINEER'S NAME DESIGNED: DRAWN: < RECORD DRAWINGS These Record Drawings hove been prepared based on Information submitted, In part. by other-s, Whne this Information ie belie'lled to be reliable, City of Newport Beach is not responslble for Its accuracy, nor far errors « omissions which may have been incorporated Jnto these plans as o result. E4 C-7731-2 REVIEWED: PATRICK ARCINIEGA RCE 70740 SENIOR CIVIL ENGINEER SITE ELECTRICAL PLAN FORD ROAD WASTEWATER PUMP STATION IMPROVEMENT 2010-369-001 t-::-=c:::--G"'G'+:--c=,-----"CA-"D"-D-l---+-----+-------------------+-----1 DATE _______ _ CHECKED: DA TE: CITY OF NEWPORT BEACH S-5313-S GG 04 28 23 NO. DATE DESCRIPTION OF REVISIONS APPROVED PUBLIC WORKS DEPARTMENT SHEET 1 Q OF 11 STAINLESS STEEL EYEBOL T. LOCATE SUCH THAT TRANSDUCER IS ACCESSIBLE BY HAND FROM HATCH OPENING fi'":°"-;----!L STAINLESS STEEL CABLE WITH CLAMPS EXISTING MANUAL~~ TRANSFER SWITCH TO BE REMOVED. SALVAGE AND RETURN TO CITY REPLACE EXISTNG 3KVA ---l._l TRANSFORMER WITH 5KVA ,~- NOTES CD PROVIDE MOUNTING FOR NEW TRANSDUCER SIMILAR TO EXISTING SHOWN. Gi)PHOTO -EXISTING TRANSDUCER MOUNT CD E5 NOT TO SCALE TRANSFORMER. SALVAGE AND RETURN TO CITY I T 'T REPLACE CONDUIT SEALS ON CONDUITS ~ I OUTLINE OF RETAINING WALL. SEE CIVIL DWGS @PHOTO -EXISTING ELECTRICAL/CONTROLS PANEL 'ECP' SLOT CUTOUT 1---------~~ PVC SCHBO CONDUIT 1'' 7------~.;:--__ PVC COUPLING ---4-.--- ~ STAINLESS STEEL BOLT THREADED INTO PVC STEM E5 NOT TO SCALE CAST IRON BOLT DOWN TRAFFIC----. COVER EMBOSSED "GROUND ROD" CAST IRON GRADE RING FINISHED GRADE ADJUST TO FINISH GRADE PRECAST CONCRETE -:::--,,----,n-,-;:cc:_c_-z"z.-:=..7.::...7:=.:..7_-""'r-"->-~7 ~7 ~,..,"7Tl~,,,c-------. BOX -OLD CASTLE G05 OR EQUAL q 9" MIN. DIA. EXOTHERMIC WELD ---+---+-----i PEA GRAVEL COMPACTED EARTH GROUND ROD 3/4"X10' __ COPPER-CLAD STEEL q 1210 ' 4" MIN. 2" Gi)PHOTO -TRANSDUCER MOUNTING STEM E5 NOT TO SCALE BARE COPPER GROUNDING -~ 2" ,--........,- CONDUCTOR 10-3/8" MIN. DIA. RECORD DRAWINGS These Record Drawings have been prepcred bosed on Information submitted, In part, by ether!!. While this information ill belieY&d to be reliable, City of Newport Beach ia not responslble for its accuracy, nor for erroni or omissions which may haw been incorporoted Into these plans -0s o result. ®GROUND ROD AND BOX INSTALLATION E5 NOT TO SCALE BASIS OF BEARINGS: THE BEARINGS SHOWN HEREON ARE BASED ON THE CENTERLINE OF BONITA CANYON ROAD BEING N 74'37'40" E AS SHOWN ON PARCEL MAP NO. 97-211 RECORDED IN BOOK 302, PAGES 11-2 OF PARCEL MAPS AS INSTRUMENT NO. 199B0540673, OFFCIAL RECORDS. BENCHMARK: OCBM 3M-29-99 NA\ID ELEVATION=192.49B' YEAR LEVELED 2004 PLANS PREPARED BY: GERRY GREEN INC.-------- Consulting Electrical Engineers 2734 Loker Ave West, Ste M, Carlsbad, CA 92011 Tel. (61'!11 962-2356 REVIEWED: GERALD L. GREEN REE E15691 DESIGN ENGINEER'S NAME DESIGNED: DRAWN: 107 EXISTING PANEL 'ECP' 103 101 CONDUITS CD'ATS1' EXISTING MOBILE GENSET RECEPTACLE TO BE REMOVED. REPAIR EXISTING HOLE IN ENCLOSURE WITH PROPER DIAMETER STAINLESS STEEL CAP. RECEPTACLE TO BE SALVAGED AND RETURNED TO CITY J-BOX (TYP) , CONDUITS~ NOTE CD PROVIDE STAINLESS STEEL CHANNEL STRUT SYSTEM FOR MOUNTING OF EQUIPMENT AND CONDUITS ON BLOCK WALL. 0 UG CONDUITS TO GENSET. EXISTING GRADE EXISTING PAD Gi)PHOTO -AUTOMATIC TRANSFER SWITCH 'ATS1' LOCATION E5 NOT TO SCALE NON-PAVED AREA AC PAVEMENT SOIL/TURF (TO MATCH EXIST) SAWCUT (FULL DEPTH) AC PAVEMENT (TO MATCH EXIST) SAWCUT (FULL DEPTH) 6" RED FOIL WARNING TAPE 8" -12" BELOW FINISHED GRADE NATIVE BACKFILL (SEE NOTES) ~~«« CONDUIT AS SHOWN ON PLANS ---W7"'A...t -~?(""«~---~ y~ ««Y 3"MIN. RED CONCRETE ENCASEMENT IN BETWEEN AND AROUND CONDUITS. NOTES: SECTION EXIST AC PAVEMENT z ----NEW AGGREGATE ::!: BASE TO MATCH EXIST @95% COMPACTION (FULL DEPTH) 1. NATIVE BACKFILL TO BE COMPACTED TO 90% RELATIVE COMPACTION FOR UNPAVED AREAS. 2. NATIVE BACKFILL TO BE COMPACTED TO 95% RELATIVE COMPACTION FOR PAVED AREAS. 3. SEE ELECTRICAL SHEETS FOR QUANTITY AND SIZE OF ELEC.CONDUIT. 4. 3000 PSI CONCRETE ENCASEMENT. E5 @CONCRETE ENCASED CONDUIT E5NOT TO SCALE C-7731-2 REVIEWED: PATRICK ARCINIEGA RCE 70740 SENIOR CIVIL ENGINEER ELECTRICAL DETAILS FORD ROAD WASTEWATER PUMP STATION IMPROVEMENT 2010-369-001 DESCRIBED BY OCS 2002 -FOUND 3 3/4" OCS ALUMINUM BENCHMARK DISK STAMPED "3M-29-99" SET IN THE TOP NORTHEAST CORNER OF A 5.0 FT. BY 15.0 FT. CONCRETE CATCH BASIN. MONUMENT IS LOCATED IN THE SOUTHEASTERLY CORNER OF THE INTERSECTION OF BONITA CANYON ROAD AND MESA VIEW, 50 FT. SOUTHERLY OF THE CENTERLINE OF BONITA CANYON ROAD AND 80 FT. EASTERLY OF THE CENTERLINE OF MESA VIEW. MONUMENT IS SET LEVEL \'!TH THE SIDEWALK. t-:,-:-::-:,-c::---G;:.;:G+-:-,,=---'-"CA.;;:.DD"-1--+----+------------------+-----l DATE ______ _ CHECKED: DA TE: CITY OF NEWPORT BEACH S-5313-S GG 04 28 23 NO. DATE DESCRIPTION OF REVISIONS APPROVED PUBLIC WORKS DEPARTMENT SHEET 11 OF 11