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Home My WebLink About20210430_Plans_42x30(949) 238-4900PLANNINGLANDSCAPE ARCHITECTUREURBAN DESIGN8 HUGHES, SUITE 150IRVINE, CALIFORNIA 92618ACC/RRALLGENDER UTILITYCHASEELEC.PANEL BC BC ACC/RRALLGENDER HR J A M B O R E E R O A DB I R C H S T R E E T UP UP UP DN 02c TR Loading Zone Loading ZoneResiden tia l ResidentialResiden tia l ResidentialResident ia l Resident ia l Resident ia l Resident ia lResident ia l Residen tia l Residen tia l Resident ia lResident ia lResident ia l J A M B O R E E R O ADB I R C H S T R E E T NOPARKING PA2021-105 (949) 238-4900PLANNINGLANDSCAPE ARCHITECTUREURBAN DESIGN8 HUGHES, SUITE 150IRVINE, CALIFORNIA 92618PA2021-105 CITY OF NEWPORT BEACH APN: 445-131-02 & -03 1 2 UPTOWN NEWPORT PA2011-134 AMENDED TENTATIVE TRACT MAP 17438Phone: 714.665.4500 Tustin California 92780-1947 17782 17th Street, Suite 200 ® PA2021-105 UPTOWN LOT 3 LOT 4 LOT 1 LOT "A" LOT 2 LOT "O"UPTOWN NEWPORT WAYCLJAMBOREE ROADCL ~~ UPTOWN NEWPORT DRIVECL LOT "O"HALF DOME PLACECLLOT "O"CAPITAN COURTCLLOT "B"~LOT "C"~LOT "D"~NEW LOT "N" LOT "P"~JAMBOREE ROADCL LOT "H" LOT "K"~LOT "J"LOT "I"LOT "L" ~~LOT "G" ~ LOT "F" ~~LOT "E" UPTOWN NEWPORT DRIVECL LOT "M"UPTOWN NEWPORT DRIVECLLOT "O" 1 1 2 2 3 3 LOT "N"NEW LOT "N" ADDITIONAL AREA-0.04 AC NEWPORT WAY UPTOWNNEWPORT WAYWAYCITY OF NEWPORT BEACH 2 2 AMENDED TENTATIVE TRACT MAP 17438 APN: 445-131-02 & -03 UPTOWN NEWPORT PA2011-134 Phone: 714.665.4500 Tustin California 92780-1947 17782 17th Street, Suite 200 ® SECTION 1-1 SECTION 2-2 SECTION 3-3 PA2021-105 S S S S S SRDSDSDSDSDS D SD SDSDSDSDW WWWWWWWWWWWWWWWWSSSSSS SS SS SS SS SSSSSSSSSSSSSSSSLOT 1RESIDENTIALLOT 2RESIDENTIALLLLOT BLOT CLOT NLOT ELOT ALOT DLIMIT OF WORKLIMIT OF WORKS S S S S SWRDSDSDSDSDS D SD SDSDSDSDW WWWWWWWWWWWWWWWWSSSSSS SS SS SS SS SSSSSSSSSSSSSSSSLOT 1RESIDENTIALLOT 2RESIDENTIALTIALALLOT BLOT CLOT NLOT ELOT ALOT DLIMIT OF WORK CAPITAN COURT (949) 238-4900PLANNINGLANDSCAPE ARCHITECTUREURBAN DESIGN8 HUGHES, SUITE 150IRVINE, CALIFORNIA 926183MASTER SITE DEVELOPMENT PLANFINAL TREE AND SHRUB PLACEMENT TO BE APPROVED BYOWNER/LANDSCAPE ARCHITECT PRIOR TO PLANTING.ALL LANDSCAPE AREAS SHALL SHEET FLOW @ 2% MINIMUMOR DRAIN TO AREA DRAINS @ 1% MINIMUMTYP. FLOWLINE/DIRECTION OF DRAINAGE@ 1% MIN. SEE CIVIL ENG. PLANS.( )ALL SHRUB PLANTING AREAS TO BE MULCHED WITH A TWO(2") INCH LAYER OF MULCH.1.FOREST FLOOR MULCH 1/2"-1 1/2" APPEARANCE GRADE.AGUINAGUA FERTILIZER CO. PHONE: (949)786-9558 APPROVEMULCH WITH OWNER PRIOR TO PURCHASE.ALL TREES THAT ARE CLOSER THAN FIVE FEET (5') TOHARDSCAPE ELEMENTS SHALL BE PLANTED WITH AN OWNERAND AGENCY APPROVED LINEAR ROOT BARRIER.'G' INDICATES TREES PLANTED WITH AN AGENCY AND OWNERAPPROVED LINEAR ROOT BARRIER.2.3.4.5.6.PLANTING NOTES:SCALE 1" = 20'-0"40200ACC/RRALLGENDERUTILITYCHASEELEC.PANEL BC BCACC/RRALLGENDER HR J A M B O R E E R O A DB I R C H S T R E E TUP UP UPDN 02c TR Load i ng Z on e Loading ZoneResiden t ia l Residen t ia l Reside nt ia l Reside nt ia l Residen t ia l Residen ti al Reside nt ia l Residen ti alResiden ti al Residen t ia l Residen t ia l Reside nt ia lResiden ti alResiden t ia l J A M B O R E E R O ADB I R C H S T R E E T NOPARKING 1PA2021-105 LIMIT OF WORKSS SS SS SS SS SS SS SS SS SS SS SSRESIDENTIALRESIDENTIALRESIDENTIALLOT 3LOT 4LOT FLOT GLOT I4MASTER SITE DEVELOPMENT PLAN FINAL TREE AND SHRUB PLACEMENT TO BE APPROVED BYOWNER/LANDSCAPE ARCHITECT PRIOR TO PLANTING.ALL LANDSCAPE AREAS SHALL SHEET FLOW @ 2% MINIMUMOR DRAIN TO AREA DRAINS @ 1% MINIMUMTYP. FLOWLINE/DIRECTION OF DRAINAGE@ 1% MIN. SEE CIVIL ENG. PLANS.( )ALL SHRUB PLANTING AREAS TO BE MULCHED WITH A TWO(2") INCH LAYER OF MULCH.1.FOREST FLOOR MULCH 1/2"-1 1/2" APPEARANCE GRADE.AGUINAGUA FERTILIZER CO. PHONE: (949)786-9558 APPROVEMULCH WITH OWNER PRIOR TO PURCHASE.ALL TREES THAT ARE CLOSER THAN FIVE FEET (5') TOHARDSCAPE ELEMENTS SHALL BE PLANTED WITH AN OWNERAND AGENCY APPROVED LINEAR ROOT BARRIER.'G' INDICATES TREES PLANTED WITH AN AGENCY AND OWNERAPPROVED LINEAR ROOT BARRIER.2.3.4.5.6.PLANTING NOTES:SCALE 1" = 20'-0"40200ACC/RRALLGENDERUTILITYCHASEELEC.PANEL BC BCACC/RRALLGENDER HR J A M B O R E E R O A DB I R C H S T R E E T UP UP UP DN 02c TR Load in g Z on e Loading ZoneResiden t ia l Residen ti al Residen t ia l Residen t ia l Residen t ia l Reside nt ia l Reside nt ia l Reside nt ia lReside nt ia l Residen ti al Residen ti al Residen t ia lReside nt ia lResiden t ia l J A M B O R E E R O ADB I R C H S T R E E T NOPARKING (949) 238-4900PLANNINGLANDSCAPE ARCHITECTUREURBAN DESIGN8 HUGHES, SUITE 150IRVINE, CALIFORNIA 926181PA2021-105 UPUPDNW W W W W W W W W W W W WWWWW WSSSSSSSSSSSSSS SS SS SS SS SS SS SS SS SS SS SSSSSSSSSSSSSSSSSSSWWWWWWWWSSSSWWLoading ZoneRESIDENTIALLOT 5RESIDENTIALLOT HLOT KLOT JNOPARKINGACC/RRALLGENDERUTILITYCHASEELEC.PANEL BCBCACC/RRALLGENDERHR LIMIT OF WORKUPTOWN NEWPORT DR.UPTOWN NEWPORT WAY RESIDENTIALLOT 5LOT 6UPTOWN NEWPORT WAY UPTOWNNEWPORT WAY(949) 238-4900PLANNINGLANDSCAPE ARCHITECTUREURBAN DESIGN8 HUGHES, SUITE 150IRVINE, CALIFORNIA 926185MASTER SITE DEVELOPMENT PLANSCALE 1" = 20'-0"40200FINAL TREE AND SHRUB PLACEMENT TO BE APPROVED BYOWNER/LANDSCAPE ARCHITECT PRIOR TO PLANTING.ALL LANDSCAPE AREAS SHALL SHEET FLOW @ 2% MINIMUMOR DRAIN TO AREA DRAINS @ 1% MINIMUMTYP. FLOWLINE/DIRECTION OF DRAINAGE@ 1% MIN. SEE CIVIL ENG. PLANS.( )ALL SHRUB PLANTING AREAS TO BE MULCHED WITH A TWO(2") INCH LAYER OF MULCH.1.FOREST FLOOR MULCH 1/2"-1 1/2" APPEARANCE GRADE.AGUINAGUA FERTILIZER CO. PHONE: (949)786-9558 APPROVEMULCH WITH OWNER PRIOR TO PURCHASE.ALL TREES THAT ARE CLOSER THAN FIVE FEET (5') TOHARDSCAPE ELEMENTS SHALL BE PLANTED WITH AN OWNERAND AGENCY APPROVED LINEAR ROOT BARRIER.'G' INDICATES TREES PLANTED WITH AN AGENCY AND OWNERAPPROVED LINEAR ROOT BARRIER.2.3.4.5.6.PLANTING NOTES:1ACC/RRALLGENDERUTILITYCHASEELEC.PANELBCBCACC/RRALLGENDERHRJ A M B O R E E R O A DB I R C H S T R E E T UP UPUPDN02c TRLoading Zone Loading ZoneResidentialResidential ResidentialResidentialResidentialResidentialResidentialResidentialResidentialResidentialResidentialResidentialResidentialResidentialJ A M B O R E E R O ADB I R C H S T R E E T NOPARKING PA2021-105 LIMIT OF WORKLIMIT OF WORK T SSSSSSSSSSSSSSSSSSSS SSSSWWWWWWWW WWWWWWWWWWWWWWWWWWWWLOT 6RESIDENTIALRESIDENTIALLIMIT OF WORKBIRCH STREETUPTOWN NEWPORT WAYACCESS TO BIRCH STREETLIMIT OF WORK (949) 238-4900PLANNINGLANDSCAPE ARCHITECTUREURBAN DESIGN8 HUGHES, SUITE 150IRVINE, CALIFORNIA 926186MASTER SITE DEVELOPMENT PLAN FINAL TREE AND SHRUB PLACEMENT TO BE APPROVED BYOWNER/LANDSCAPE ARCHITECT PRIOR TO PLANTING.ALL LANDSCAPE AREAS SHALL SHEET FLOW @ 2% MINIMUMOR DRAIN TO AREA DRAINS @ 1% MINIMUMTYP. FLOWLINE/DIRECTION OF DRAINAGE@ 1% MIN. SEE CIVIL ENG. PLANS.( )ALL SHRUB PLANTING AREAS TO BE MULCHED WITH A TWO(2") INCH LAYER OF MULCH.1.FOREST FLOOR MULCH 1/2"-1 1/2" APPEARANCE GRADE.AGUINAGUA FERTILIZER CO. PHONE: (949)786-9558 APPROVEMULCH WITH OWNER PRIOR TO PURCHASE.ALL TREES THAT ARE CLOSER THAN FIVE FEET (5') TOHARDSCAPE ELEMENTS SHALL BE PLANTED WITH AN OWNERAND AGENCY APPROVED LINEAR ROOT BARRIER.'G' INDICATES TREES PLANTED WITH AN AGENCY AND OWNERAPPROVED LINEAR ROOT BARRIER.2.3.4.5.6.PLANTING NOTES:SCALE 1" = 20'-0"40200ACC/RRALLGENDERUTILITYCHASEELEC.PANEL BC BCACC/RRALLGENDERHR J A M B O R E E R O A DB I R C H S T R E E T UP UP UPDN 02c TR Loadin g Zo ne Loading ZoneReside nt ia l Reside nt ia l Residen t ia l Residen ti al Reside nt ia l Residen t ia l Residen t ia l Residen t ia lResiden t ia l Res id en ti al Res id en ti al Residen ti alResiden t ia l Res id en ti al J A M B O R E E R O ADB I R C H S T R E E T NOPARKING 1PA2021-105 SS SS SS SSRESIDENTIALW/ GROUNDFLOORRETAILJAMBOREE ROADUPTOWN NEWPORT DR. UPTOWNNEWPORT DR.(949) 238-4900PLANNINGLANDSCAPE ARCHITECTUREURBAN DESIGN8 HUGHES, SUITE 150IRVINE, CALIFORNIA 926187MASTER SITE DEVELOPMENT PLANFINAL TREE AND SHRUB PLACEMENT TO BE APPROVED BYOWNER/LANDSCAPE ARCHITECT PRIOR TO PLANTING.ALL LANDSCAPE AREAS SHALL SHEET FLOW @ 2% MINIMUMOR DRAIN TO AREA DRAINS @ 1% MINIMUMTYP. FLOWLINE/DIRECTION OF DRAINAGE@ 1% MIN. SEE CIVIL ENG. PLANS.( )ALL SHRUB PLANTING AREAS TO BE MULCHED WITH A TWO(2") INCH LAYER OF MULCH.1.FOREST FLOOR MULCH 1/2"-1 1/2" APPEARANCE GRADE.AGUINAGUA FERTILIZER CO. PHONE: (949)786-9558 APPROVEMULCH WITH OWNER PRIOR TO PURCHASE.ALL TREES THAT ARE CLOSER THAN FIVE FEET (5') TOHARDSCAPE ELEMENTS SHALL BE PLANTED WITH AN OWNERAND AGENCY APPROVED LINEAR ROOT BARRIER.'G' INDICATES TREES PLANTED WITH AN AGENCY AND OWNERAPPROVED LINEAR ROOT BARRIER.2.3.4.5.6.PLANTING NOTES:SCALE 1" = 20'-0"40200ACC/RRALLGENDERUTILITYCHASEELEC.PANEL BC BCACC/RRALLGENDERHR J A M B O R E E R O A DB I R C H S T R E E T UP UP UPDN 02c TR Loadin g Zo ne Loading ZoneReside nt ia l Reside nt ia l Residen t ia l Residen ti al Reside nt ia l Residen t ia l Residen t ia l Residen t ia lResiden t ia l Res id ent ia l Res id ent ia l Residen ti alResiden t ia l Res id ent ia l J A M B O R E E R O ADB I R C H S T R E E T NOPARKING 1PA2021-105 UPDNSSSSSSSSSSSSSSSSSS SS SS SS SS S SS SS SS SS SS SSLOT HNO PARKI N G ACC/RRALLGENDERUTILITYCHASEELEC.PANELBCBCACC/RRALLGENDERHR (949) 238-4900PLANNINGLANDSCAPE ARCHITECTUREURBAN DESIGN8 HUGHES, SUITE 150IRVINE, CALIFORNIA 926188MASTER SITE DEVELOPMENT ENLARGEMENT PLANFINAL TREE AND SHRUB PLACEMENT TO BE APPROVED BYOWNER/LANDSCAPE ARCHITECT PRIOR TO PLANTING.ALL LANDSCAPE AREAS SHALL SHEET FLOW @ 2% MINIMUMOR DRAIN TO AREA DRAINS @ 1% MINIMUMTYP. FLOWLINE/DIRECTION OF DRAINAGE@ 1% MIN. SEE CIVIL ENG. PLANS.( )ALL SHRUB PLANTING AREAS TO BE MULCHED WITH A TWO(2") INCH LAYER OF MULCH.1.FOREST FLOOR MULCH 1/2"-1 1/2" APPEARANCE GRADE.AGUINAGUA FERTILIZER CO. PHONE: (949)786-9558 APPROVEMULCH WITH OWNER PRIOR TO PURCHASE.ALL TREES THAT ARE CLOSER THAN FIVE FEET (5') TOHARDSCAPE ELEMENTS SHALL BE PLANTED WITH AN OWNERAND AGENCY APPROVED LINEAR ROOT BARRIER.'G' INDICATES TREES PLANTED WITH AN AGENCY AND OWNERAPPROVED LINEAR ROOT BARRIER.2.3.4.5.6.PLANTING NOTES:SCALE 1" = 10'-0"20100ACC/RRALLGENDERUTILITYCHASEELEC.PANEL BC BCACC/RRALLGENDERHR J A M B O R E E R O A DB I R C H S T R E E TUPUPUPDN 02c TR Load i ng Zo ne Loading ZoneResid en t ia l Reside nt ia l Reside nt ia l Resid en t ia l Reside nt i al Res i den t ia l Resid en ti a l Res i den t ia lReside nt i al Reside nt ia l Reside nt ia l Reside nt ia lReside nt i alResid en ti a l J A M B O R E E R O ADB I R C H S T R E E T NOPARKING 1UPTOWN NEWPORT WAY PA2021-105 J A M B O R E E R O A DACC/RRALLGENDERUTILITYCHASEELEC.PANEL BC BCACC/RRALLGENDERHR UPUPUPDN02cTRS SSSSSWWWSDSSSSRDSDSDSDSDSDSDSDSDSDWWSDSDSDWWWWWWWWWWSDSD SS SS SS SS SS SS W W W W W WWW SSSSSSSS SS SS SS SS SSSSSSSSSSSSSSS WWWWWWWWWWWWWWWWWWWWWWSSSSSSSSSSSSSSWSS SS SSSSSSSSSSSS Loading ZoneRESIDENTIALLOT 1RESIDENTIALLOT 2RESIDENTIALRESIDENTIALRESIDENTIALRESIDENTIALRESIDENTIALRESIDENTIALRESIDENTIALLOT 3LOT 4LOT 5RESIDENTIALRESIDENTIALRESIDENTIALRESIDENTIALRESIDENTIALLOT BLOT CLOT FLOT GLOT ILOT HLOT NLOT ELOT ALOT DLOT KLOT JRESIDENTIALW/ GROUNDFLOORRETAILRESIDENTIAL / RETAILNO PARKI N G ACC/RRALLGENDER UTILITYCHASEELEC.PANEL BC BCACC/RRALLGENDERHR LOT 6(949) 238-4900PLANNINGLANDSCAPE ARCHITECTUREURBAN DESIGN8 HUGHES, SUITE 150IRVINE, CALIFORNIA 92618PA2021-105 B I R C H S T R E E T SSSSWWWWWWWWWWWLOT 6RESIDENTIALRESIDENTIAL(949) 238-4900PLANNINGLANDSCAPE ARCHITECTUREURBAN DESIGN8 HUGHES, SUITE 150IRVINE, CALIFORNIA 92618PA2021-105 (949) 238-4900PLANNINGLANDSCAPE ARCHITECTUREURBAN DESIGN8 HUGHES, SUITE 150IRVINE, CALIFORNIA 92618TUB. STEEL GATE FRAME.TUB. STEEL SUPPORT POST W/SQ. END CAPSTUB. STEEL SUPPORT POST.ELEVATION A-A (INSIDE PROJECT BOUNDARY)SCALE: 1/2"=1'-0"123TUB. STEEL PICKETS4PLAN VIEWSCALE: 1/2"=1'-0"ELEVATION B-B (OUTSIDE PROJECT BOUNDARY)SCALE: 1/2"=1'-0"AABBSECTION C-CSCALE: 1/2"=1'-0"CCCLCLCLPERFORATED METAL MESH5HEAVY DUTY SELF CLOSING HINGES6CONCRETE FOOTING7ADJACENT PILASTER8ADJACENT COMBINATION TUBULARSTEEL FENCE ON LOW CMU WALL9COMPACTED SUBGRADE10CONCRETE WALK11GATE HARDWARE.13METAL PLATE14GATE HARDWARE.151286215415386215486215415310121116811513164'-0"2'-0"3'-8" MIN. 6'-0"2" CLR.4"EQ.EQ.4'-0"3'-8" MIN.3"2" CLR.4"EQ.EQ.4'-0"3"4" TYP.EQ.EQ.6'-0"2"CLR.4'-0"EQ.EQ.EQ.EQ.3'-8" MIN.EQ.EQ.EQ.EQ.9162'-0"6'-0"7TUB. STEEL SUPPORT POST17TUB. STEEL TOP AND BOTTOM RAILS171331717916FINISHED GRADE395'-0"PA2021-105 J A M B O R E E R O A DACC/RRALLGENDERUTILITYCHASEELEC.PANEL BC BCACC/RRALLGENDERHR UPUPUPDN02cTRS SSSSSWWWSDSSSSRDSDSDSDSDSDSDSDSDSDWWSDSDSDWWWWWWWWWWSDSD SS SS SS SS SS SS W W W W W WWW SSSSSSSS SS SS SS SS SSSSSSSSSSSSSSS WWWWWW WWWWWWWWWWWWWWWWSSSSSSSSSSSSSSWSS SS SSSSSSSSSSSS Loading ZoneRESIDENTIALLOT 1RESIDENTIALLOT 2RESIDENTIALRESIDENTIALRESIDENTIALRESIDENTIALRESIDENTIALRESIDENTIALRESIDENTIALLOT 3LOT 4LOT 5RESIDENTIALRESIDENTIALRESIDENTIALRESIDENTIALRESIDENTIALLOT BLOT CLOT FLOT GLOT ILOT HLOT NLOT ELOT ALOT DLOT KLOT JRESIDENTIALW/ GROUNDFLOORRETAILRESIDENTIAL / RETAILNO PAR KI N G ACC/RRALLGENDER UTILI TYCHASEELEC .PANEL BC BCACC/RRALLGENDERHR LOT 6(949) 238-4900PLANNINGLANDSCAPE ARCHITECTUREURBAN DESIGN8 HUGHES, SUITE 150IRVINE, CALIFORNIA 92618PA2021-105 B I R C H S T R E E T SSSSWWWWWWWWWWWLOT 6RESIDENTIALRESIDENTIAL(949) 238-4900PLANNINGLANDSCAPE ARCHITECTUREURBAN DESIGN8 HUGHES, SUITE 150IRVINE, CALIFORNIA 92618PA2021-105 (949) 238-4900PLANNINGLANDSCAPE ARCHITECTUREURBAN DESIGN8 HUGHES, SUITE 150IRVINE, CALIFORNIA 92618PA2021-105 (949) 238-4900PLANNINGLANDSCAPE ARCHITECTUREURBAN DESIGN8 HUGHES, SUITE 150IRVINE, CALIFORNIA 92618PA2021-105 (949) 238-4900PLANNINGLANDSCAPE ARCHITECTUREURBAN DESIGN8 HUGHES, SUITE 150IRVINE, CALIFORNIA 92618‘’‘’ ’‘’ ‘‘’ ‘’ ‘’ ‘’ PA2021-105 J A M B O R E E R O A DB I R C H S T R E E T ACC/RRALLGENDERUTILITYCHASEELEC.PANELBC BCACC/RRALLGENDERHR UPUPUPDN02c TR S SSSWWSDSSSSSDSDSDSDSDWSDSDWWWWWWSD SS SS SS SS W W W W WSSSSSS SS SS SSSSSSSSSSSSWWWWWWWWWWWWWWWWWWWWWSSSSSSSSWSS SSSSSS Loading ZoneRESIDENTIALLOT 1RESIDENTIALLOT 2RESIDENTIALRESIDENTIALRESIDENTIALRESIDENTIALRESIDENTIALRESIDENTIALRESIDENTIALLOT 6RESIDENTIALLOT 3LOT 4LOT 5RESIDENTIALRESIDENTIALRESIDENTIALRESIDENTIALRESIDENTIALRESIDENTIALLOT BLOT CLOT FLOT GLOT ILOT HLOT NLOT ELOT ALOT DLOT KLOT JRESIDENTIALW/ GROUNDFLOORRETAILRESIDENTIAL / RETAILNO PARK I N G ACC / RRALLGENDE R UTILITY CHA SEELEC.PANEL BC BC ACC/ RRALLGENDE R HRS7S13 S7S12S7S7S7S7S2S7S1S14(949) 238-4900PLANNINGLANDSCAPE ARCHITECTUREURBAN DESIGN8 HUGHES, SUITE 150IRVINE, CALIFORNIA 92618S1Primary Project I.D. Monument (Occurs At Phase 1 Also)1S2Secondary Project I.D. Monument1S3Retail Tenant I.D. Monument (Phase 1 Only)0S7Building Address Sign7S12Primary Park I.D. Monument1S13Park Rules / Regulation Sign5S14Park Use Parking Sign2S14BStop Sign (Phase 1 Only)0S15Accessible Parking Sign (Phase 1 Only)0S16Right Turn Only Sign (Phase 1 Only)0SIGN LEGENDPH. 2 QTY.NOTE:ON-SITE WAYFINDING, EXTERIOR BUILDING I.D., AND LEASING /MARKETING SIGNAGE TO BE INCLUDED IN SITE DEVELOPMENTREVIEW APPLICATION. GENERAL THEMING OF SIGNAGEREFLECTED ON SIGN TYPE ELEVATIONS IS SUBJECT TOCHANGE.PA2021-105 PA2021-105 PA2021-105 (G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T ) (T)(T)(E)(E)(E) (E)(E)(E)(E)(E)(E) (E)(T)(E)(E)(E)(T)(T)(T)(T)(T)(T)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)NOPARKI N GT TACC/RRALLGENDERUTILITYCHASEELEC .PANEL BC BCACC/RRALLGENDERHRACC/RRALLGENDERUTILITYCHASEELEC.PANEL BC BCACC/RRALLGENDERHR(SD)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(SS)(SS)(SS)(SS)(SS)(SS)(SS)(SS)(SS)(SS)(SS)(SS)(SS)(SS)(SS)(W)(W)(W)(W)(W)(W)(W)(W)(SS)(SS)(SS)(SS)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G ) (G )(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(SS)(SS)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(SS)(W)(W)(W)(W)MH SHAFT #4STD 310-Ljs #7STD 315-LC=4'A=45°js #6STD 315-LC=3.46'A=60° js #5STD 3 1 5 -L C=3'A=60° js #4STD 3 1 5 -L C=3.75 ' A=60° js #3STD 31 5 - LC=3.75'A=60° js #11MH SHA F T # 6 STD 31 0 - L A=60°MH SHAF T # 5STD 310 - LA=45°MH SHAF T #7STD 310- LA=45° MH SH A FT # 2 STD 31 0 -L A=45° MH SHA F T # 3 STD 31 0 - L STD 31 5 - L C=4'A=60°SD LINE ASTA 10+0 0 SD LINE B 10+00 SD LINE C 10+00 SD LAT A-1 js #2STD 315 - L C=6.5'A=30° SD LIN E A FILTER R A C UR B IN L ET W / I N TE RN A L BYPASS8'x6' FT C B -3 (F 8 ) CB#2 FILTERR A C UR B IN L ET W / I N TE RN A L BYPASS12'x4' FT CB - 3 . 5 ( F 7) CB#3 SD LAT B - 1 SD LAT B-2 SD LAT B-3 SD LAT B-4 SD LAT B-5SD LAT B-6 SD LAT B-8 SD LAT B-7FILTERRA CURB INLET W/ROOF DRAIN SYSTEM8'x6' FTIBP0806-10C (F9)CB#4 CONTECH CURB INLET W/INTERNAL BYPASS10'x8' FTIBC-C06508V8X10-RF (F11)CB#5 4' deepCONTECH CURB INLET W/INTERNAL BYPASS8'x6' FTIBC-C0506V6X8-RF(F10)4' deepCB#6 CONT E CH CU R B I N LE T W / INTER N AL BY P AS S 8'x4' F T I BC 4 .5 0 4V 4 X 8- F R ( F3 ) CB#9CONTEC H C U RB I NL E T W /INTERNA L B Y PA S S8'x4' FTIB C4 . 5 04 V 4X 8 - FL (F 1 )CB#10 FILTE R RA CU R B I N LE T W / IN T ER NA LBYPASSCB#12 6'x4' F T CB - 2FILTERR A C U RB I NL E T W / I N TE R NA LBYPASSCB#116'x4' FTC B -2 ( F2 3 ) SD LAT C -1 SD LAT C - 2 SD LAT C -8 SD LA T C- 7 SD LATERAL D-2our FS=50.4plan #101-5028-782 FS=48.2diff=-2.2EX 42" RC P I N V2 F L= 4 1 .3 4 ( 0 3 /1 2 / 14 )set by Fie l d T o p o S ho t 4 10 6 1 ( 3 6" p i pe )8" VCPTC ELEV 54.9INV=50.9 MH SH A FT # 1 STD 31 0 -L INV=4 3 .9 0 ( 03 / 05 / 1 4 )S=.0117 (03 / 0 5/14 ) INV(SD ) = 40 . 1 1 ( 0 3 /0 5 /1 4 ) INV(SW R ) =4 4 .0 0 ( 03 / 05 / 1 4 ) MH SHAFT #8STD 310-LA=70°SD LAT C - 3 MH SH A FT # 9 STD 31 0 -L A=60°CONTEC H C U RB I NL E T W / INTE R NA L B Y PA S SCB#148'x4' FTIB C 50 4 V4 X 10 - R CONTEC H C U RB IN L ET W /INTERNA L B Y PA S SCB#138'x4' FTIB C5 0 4V 4 X 10 - R SD LAT C - 10 SD LAT C - 9 CONTECH CURB INLET W/INTERNAL BYPASSCB#1710'x8' FTIBC-C06508V8X10-LF FILTERRA CURB INLET W/ INTERNALBYPASSCB#1610'x8' FTIBC-C06508V8X10-LF PERFL=39.6 INV=44 . 4 6 ( 0 3 /0 5 / 14 ) TC ELEV 55.21INV=51.21 Inv3=41. 6 0 ( 0 3 /1 2 /1 4 ) calc'd us i n g S = .0 0 18 f r om I nv 2 (s l o pe s et b y I n v 1- I n v2 ) INV= 4 4 .2 6 (0 3 / 05 / 1 4) INV4 ( S D) = 40 . 3 0 ( 0 3 /0 5 / 14 ) INV5= 4 0 .7 ( 03 / 1 2 /1 4 ) calc'd f r om I nv 2 us i n g S = .0 1 3 ) INV1=42.16 DIPED(03/05/14) S=.013 ( c a lc ' d fr o m I n v 2- I n v4 ) SWR LAT C-1 SWR LAT C-2 SW LINE CSW LINE B SW LINE A SWR LAT B-1 SWR LAT B-2 SW LAT A -1 MHSTD-40 1 - L (W)STD-315 - LL=3' EX. TG 5 0 .3 5 -3' DN ASSUM E D I NV = 4 7. 1 9 FSA-1.5 ' - -> ASSUM ED I NV = 43 . 3 8 (W)(SS)(W)(W)BROOKS 12"X12" CB1212CB INLET W/1212T12 TOP SECTION1212L12 LOWER SECTION(F9) CB#4NO EXTENSION OR MIDDLE SECTIONinv 56.1inv 56.1 inv 56.0inv 55.831.5%top of CB57.5fs=57.8 fs=57.7tc=57.52.2%brooks 2424 B30TG=50.5inv=48.0L=246.4S=.006 INV=4 4 . 8 18"RC P INV=44.4 6 SOFFIT= 4 5. 9 6 18"RCP L=259SMIN=.005brooks 2424 B30TG=50.2inv=47.7 L=51.7 6" pipeS=.006inv=47.6L=18.7S=.042 bottom of footing = 49top of pipe 48.08tg=51.1 tg=51inv=50L=21.6s=0.11 (SD)(G)(G)(G)(G)(G)(G)(G)(G)(G)trench-4.8 DN Top of Pipe-4.5 DN tc=56 . 4 8 tc=56.61 L=288 S=.005 8"pvc inv=49.37 INSTALL 45° 30"ELBOWGFE3045MH SHAFT #STD 310-L??45° 18" ELBOW 30"hdpe(SS)(SS)45° 18" ELBOW INV 47.29INSTALL 18x6REDUCING BELLEDTEE, PRINSCOPART #GFT1806B2 INSTALL 18"-30" WYE45° GFY3018 (E)21"RCP INSTALL 24x6 REDUCINGBELLED TEE, PRINSCO PART#GFT2406B2INSTALL 24x6 REDUCINGBELLED TEE, PRINSCO PART#GFT2406B2 js #9STD 315-LC=3.5'A=60° SD LINE C SD LA T C- 4 js #STD 311-LC=3.25'A=45°inv 56.1 FILTERRA CURB INLET W/ INTERNALBYPASS10'x6' FTCB-3.5 (F12)CB#15FILTERRA CURB INLET W/INTERNAL BYPASS8'x6' FTIBC-C040506V6X8-L(F12XX)CB#15Aflow by TO CB#15 SD LIN E A MH SH A FT # 1 STD 31 0 - L EX. 36" SDFIELD VISIT (1/29/15)EX. 30" SDFIELD VISIT (1/29/15)EX. 33"SD S=0.0012 (old as builts 02/19/15)45° REDUCING WYE,PRINSCO PART #GFY361845° 18" ELBOWGFE1845B2 tg=49.9BROOKS 1212L12 ON1212 BASEtg=50.0BROOKS 1212L12 ON1212 BASETEE GFT0808 43.34inv INSTALL 45° BELLED 18"x18" ELBOW,PRINSCO PART #GFY1845B2 INSTALL 45° BELLED 18"x18 WYE,PRINSCO PART #GFY1818B3INSTALL 18"x8" ECCENTRIC REDUCER,PRINSCO PART #GFR1808 SD LAT D-6-142.16+.004*7=INV2=42.1842.18+.0012*70.7=INV3=42.2742.27+.0012*67=INV4=42.3545° 30" ELBOWGFE3045 ph2 30"ph1 30"ph1 30" interim 45° 30" ELBOWGFE3045 30" to 33" rcpD-1-123 33" RCP to 36" HDPED-1-123W/ 42x36 ECCENTRIC REDUCERGFR4236 36" 45° ELBOWGFE3645EX. 33" RCP EX. 33" RCP NEW 36" HDPE 36" 45° ELBOWGFE3645CONNECTIOND-1-112REDUCING TEEGFT3018 (W)EX. GASREMOVED POINT #2024DIPPED 5/26/11FL=39.53S:\100288\Admin\Pictures\2011-05-26 & Field Note Markups\Field Notes 05-26-11.pdfFL=39.73 (SS)(SS)(SS)(SS)(SS)(SS)(SS)(SS)FILTERR A CU RB I NL E T W / IN T ER NA L BYPASSCB#1A8'x6' FT C B - 3 ( F 2 2)FILTERRA CU RB I NL E T W / IN T ER NA LBYPASSCB#18'x6' F T CB - 3 ( F2 2 ) INSTALL 45° BELLED 18"x18 WYE,PRINSCO PART #GFY1818B3INSTALL 22.5° ELBOW, GFE1822 SD LAT A - 1 SD LAT A-1-1 DOUBLE CHECK BACKFLOWASSEMBLY IRWS STD W-6 FDC 8" WATERMETER STDW-5 45° 18" ELBOW22.5° 18" ELBOW 45° 18" ELBOW22.5° 18" ELBOW 45° 18" ELBOW22.5° 18" ELBOW 45° 18" ELBOW22.5° 18" ELBOW 45° 18" ELBOWGFE1845B2INSTALL30x18 TEEGFT3018 INSTALL 30" 45°ELBOWGFE3045INSTALL 30x18REDUCCERGFR3018 (SS)(SS)(W)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(W)(SS)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)CONTE CH CU R B I N LE T W / INTERN AL B YP AS S 8'x6' FT I BC - C0 6 0 6V 6X 8 - L ( F 6) CB#7CONTEC H C UR B IN L ET W / INTERN A L B Y PA SS 10'x6' FT I BC - C 07 0 6V 6 X1 0 -R ( F5 ) CB#8 (SS)(SS)(SS)(SS)(SS)(SS)(SS)(SS)(SS)(SS)(SD)(SD)(SD)(SD)(SD)(SD)(SD)(SD)(SD)(SD)(SD)(SD)(SD)(SD)(SD)(SD)(SD)(SD)(SD)(W)(SD)(SD)(SD)(SD)(SD)(SD)(W)SSSSSSSDSSSSRDSDSDSDSDSDSDSDSDSDSD SD SD SDSDW W W WW WWWWWWWWSSSSSSSSSSSSSSWWWWWWWWWWWWWWWWWWWWWWWPARKINGNOPARKINGNOPARKINGNO PAR KI N GNO Garage RampLobbyLobbyResidentialGarage RampLobbyResidentialAmenityLeasingLobbyLobbyLobbyGarageAmenityResidentialResidentialResidentialResidentialResidentialResidentialResidentialResidentialResidentialRETAILRESTAURANTLOBBYMEPTR.ResidentialJAMBOREE ROADPARKPE=36.00FF=57.00PE=58.06FF=59.00EXISTING APARTMENTSHALF DOME PLACE PE=32.00FF=54.00PE=32.00FF=54.00PE=54.00FF=55.00PE=54.00FF=55.00PE=54.00FF=55.00PE=35.17FF=57.17PE=38.00FF=56.0054.29 TC ~ LP 53.79 FL 50.3 INV 54.29 TC ~ LP 53.79 FL 50.3 INV(2.44%)(1.50%) (4.30%)(0.90%)(2.46%)(0.73%)(2.02%)HP(57.43 FS)(1.93%)(0.62%)1.0%(3.42%)EMERGENCY VEHICLE ACCESSTO VON KARMAN AVENUE (57.18) TC (57.37)TC(57.81)TC(57.07) TC (57.07) TC (58.47)TC(57.83)TC (57.80)TC(56.84)TC(57.66)TC(54.84)TC(54.71)TC(56.95)TC(56.78)TC (56.95)TC(50.77)TC(53.40)TC(50.98)TC(50.39)TC (58.15) TC ( 5 6 . 6 4 ) F S 58.27 FSHPLP (56.80 F S ) LP (57.35 F S ) HP PROPERTY LINEPROPERTY LINER/WR/WPROPERTYLINEPROPERTYLINEUPTOWN NEWPORT DRIVE(SOUTH ENTRY) UPTOWN NEWPORT WAY UPTOWN NEWPORT DRIVEUPTOWN NEWPORTDRIVE(58.45)TC (57.90) TC (58.06) TC (57.68) TC (57.84) TC (56.66) TC (57.55)TC(57.80)TC(56.66) TC (57.18) TC (57.36) TC (5 7 . 3 5 ) TC (5 7 . 8 0 ) TC (57.37) TC (57.40) TC (57.40 ) TC (56.86 ) TC (57.19) TC (56.86 ) TC (57.26 ) TC (57.44)TC(53.30)TC(56.63)TC(57.44)TC(56.94)TC(56.86)TC(56.36)TC(56.49)TC(1.41%)LP(56.84 FS)(57.34 FS) GB (0.50%)(56.55 FS) LP (57.06 FS) LP (1.75%)(58.37 FS)HP(0.50%)(58.19 FS)HP(0.67%)57.50 FSGB(56.52 FS)LP (0.50%)(56.92 FS)HP(2.74%)56.38TC56.38TC54.38TC54.29TC54.38 TC 54.38 TC54.59TC55.25 FSGB52.62TC51.98TC51.88TC51.78TC51.63TCCAPITAN COURT PROPERTY LINE54.89 FS HPPROPERTYLINE(57.88)TC(56.71)TC(57.69)TC(56.80)TCPE=38.00FF=58.0054.22 TC ~ LP53.72 FL50.2 INV54.22 TC ~ LP53.72 FL50.2 INV0.60%54.17 FSLP54.58 FSHP1.0%56. 3 3 FSEXISTING APARTMENTS54.44 TC 1.0% 1.0% 15' BSL 0.70% 0.70%PE=38.00FF=56.00(FOR ALL LOT 1EAST BLDGS.)℄UPTOWN NEWPORT WAY AC-2 B C-2 C C-2D C-2 ℄℄℄℄℄℄ 27' BSL 22'BSL17' BSL 15' BSL 15' BSL 18'BSL17'BSL0'BSL EX. FIRE SERVICE & DWTO JAZZ BUILDING,TO BE REMOVED DURING PH2CONSTRUCTION.EX 18" SDTO BE REMOVED DURINGPH 21"= 40'scalefeet4004080OFJOB NO.REVISIONS PLAN CONTROL Plan Set: Date:-SHEETPROJECT UPTOWN NEWPORT - PHASE 2 NEWPORT BEACH, CA UPTOWN NEWPORT LP MASTER SITE DEVELOPMENT - DELTA 1 A03/19/21 03/19/21 GMF JUAB 03/19/21 Drawing Name: P:\S\SHOPUNDC0001\0400CAD\EC\SHEETS\Master Site Development\Phase 2\EC-PG-001-UN Phase II.dwg Tab: C1 GRADINGLast Opened: Apr 09, 2021 - 5:07pm by: Juab 23UPTOWN NEWPORT LPNO. 85617REGISTER E D PROFESSIONAL ENGINEERSTATE OF CALI FOR NIACIVIL J US T I N A BROWNEXP. 9/30/22®Phone: 714.665.4500Tustin California 92780-194717782 17th Street Suite 200MATCHLINE - SEE SHEET C-2 C-1XXRAW CUT (C.Y.)RAW FILL (C.Y.)PHASE 2XXEARTHWORK QUANTITYXXPHASE 1 XXPRELIMINARY GRADING PLAN PRELIMINARY GRADING PLANXXPHASES 1 & 2 TOTALXX18NOTE:BUILDING FF ELEVATIONS WILL NEED TO VARY.TO BE RESOLVED IN PRELIMINARY DESIGN.GENERAL NOTE:BUILDING ENVELOPES AND ON-SITE UTILITIESARE CONCEPTUAL ONLY.ABBREVIATIONSINVINTBSLINVERTINTERSECTIONBUILDING SETBACK LINEFFFINISH FLOORFLFLOWLINEFSFINISH SURFACEHPHIGH POINTMWSMODULAR WETLANDS SYSTEMPEPAD ELEVATIONPVCPOLYVINYL CHLORIDECENTERLINE℄DWDOMESTIC WATEREX.EXISTINGPR.PROPOSEDNTSNOT TO SCALEHDPEHIGH DENSITY POLY ETHYLENERCPREINFORCED CONCRETE PIPESDSTORM DRAINSSSANITARY SEWERSMHSEWER MANHOLETCTOP OF CURBLAT.LATERALLPLOW POINTUTILITIES LEGENDDOMESTIC WATERSEWERGASELECTRICALSTREET LIGHTEX. WALLSTORM DRAINEX. GAS(G)EWSSEX. WATER(W)GPA2021-105 OFJOB NO.REVISIONS PLAN CONTROL Plan Set: Date:-SHEETPROJECT UPTOWN NEWPORT - PHASE 2 NEWPORT BEACH, CA UPTOWN NEWPORT LP MASTER SITE DEVELOPMENT - DELTA 1 A03/19/21 03/19/21 GMF JUAB 03/19/21 Drawing Name: P:\S\SHOPUNDC0001\0400CAD\EC\SHEETS\Master Site Development\Phase 2\EC-PG-001-UN Phase II.dwg Tab: C2 GRADINGLast Opened: Apr 09, 2021 - 4:42pm by: Juab 23UPTOWN NEWPORT LPNO. 85617REGISTER E D PROFESSIONAL ENGINEERSTATE OF CALI FOR NIACIVIL J US T I N A BROWNEXP. 9/30/22®Phone: 714.665.4500Tustin California 92780-194717782 17th Street Suite 200C-22PRELIMINARY GRADING PLAN PRELIMINARY GRADING PLAN1"= 40'scalefeet4004080MATCHLINE - SEE SHEET C-1 8NOTE:BUILDING FF ELEVATIONS WILL NEED TO VARY.TO BE RESOLVED IN PRELIMINARY DESIGN.GENERAL NOTE:BUILDING ENVELOPES AND ON-SITE UTILITIESARE CONCEPTUAL ONLY.ABBREVIATIONSINVINTBSLINVERTINTERSECTIONBUILDING SETBACK LINEFFFINISH FLOORFLFLOWLINEFSFINISH SURFACEHPHIGH POINTLPLOW POINTPEPAD ELEVATIONPVCPOLYVINYL CHLORIDECENTERLINE℄DWDOMESTIC WATEREX.EXISTINGPR.PROPOSEDNTSNOT TO SCALEHDPEHIGH DENSITY POLY ETHYLENELAT.LATERALRCPREINFORCED CONCRETE PIPESDSTORM DRAINSSSANITARY SEWERSMHSEWER MANHOLETCTOP OF CURBMWSMODULAR WETLANDS SYSTEMUTILITIES LEGENDDOMESTIC WATERSEWERGASELECTRICALSTREET LIGHTEX. WALLSTORM DRAINEX. GAS(G)EWSSEX. WATER(W)G(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(W)(W)(W)WWWWWWWWResidentialResidentialACCESS TOBIRCH STREETBIRCH STREET 48.58 TC48.08 FL44.6 INV48.65 TC 48.15 FL 44.7 INV 1.6%JAMBOREE ROAD48.56 FSLP53.84 TC ~ LP53.34 FL49.8 INV53.84 TC ~ LP53.34 FL49.8 INV PROPERTY LINEPROPERTYLINEPROPERTYLINEPE=32.83FF=54.8349.66 TC 50.05 TC (48.80)TC(48.59)TC1.0%PE=29.67FF=51.67JOINJOIN53.75 FSGB51.79TC 15'BSL15' BSL ℄UPTOWN NEWPORT WAYEC-2℄EX 18" SDTO BE REMOVED DURINGPH 2EX 21" SDTO BE REMOVED DURINGPH 2SECTION ANTSSECTION BNTSSECTION CNTSSECTION DNTSSECTION ENTS51.67 FF⅊15'±3.5'21CONCRETEV-DITCHEX CURBEX PARKINGLOTPROPOSED BUILDINGW=2.0'57.17 FF⅊15'±7.7'21CONCRETEV-DITCHEX CURBEX PARKINGLOTPROPOSED BUILDINGW=2.0'⅊10'EX CURBEX PARKINGLOT2%55.0 FF⅊15'AREA DRAINAS NEEDEDEX CURBEX PARKINGLOTPROPOSED BUILDING2%2%STORM DRAIN ASSHOWN ON PLANS54.0 FF⅊15'AREA DRAINAS NEEDEDEX CURBEX PARKINGLOTPROPOSED BUILDING2%2%STORM DRAIN ASSHOWN ON PLANSPR CURBPR STREET "D"PA2021-105 1"= 40'scalefeet4004080OFJOB NO.REVISIONS PLAN CONTROL Plan Set: Date:-SHEETPROJECT UPTOWN NEWPORT - PHASE 2 NEWPORT BEACH, CA UPTOWN NEWPORT LP MASTER SITE DEVELOPMENT - DELTA 1 A03/19/21 03/19/21 GMF JUAB 03/19/21 Drawing Name: P:\S\SHOPUNDC0001\0400CAD\EC\SHEETS\Master Site Development\Phase 2\EC-ST-001-UN Phase II.dwg Tab: C3 STREET Last Opened: Apr 09, 2021 - 5:09pm by: Juab 23UPTOWN NEWPORT LPNO. 85617REGISTER E D PROFESSIONAL ENGINEERSTATE OF CALI FOR NIACIVIL J US T I N A BROWNEXP. 9/30/22®Phone: 714.665.4500Tustin California 92780-194717782 17th Street Suite 200SEE SHEET C-4 C-3PRELIMINARY STREET IMPROVEMENT PLAN PRELIMINARY STREET IMPROVEMENT PLAN3 81AC PAVEMENT OVER AGGREGATE BASE26" CURB AND GUTTER TYPE A PER CITY STD DWG NO. STD-182-LCONSTRUCTION NOTES3ROLLED CURB AND GUTTER44" MIN P.C.C. SIDEWALK PER CITY STD DWG NO. STD-180-L5CURB ACCESS RAMP PER FUTURE DETAIL6CURB ACCESS RAMP CASE J PER CITY STD DWG NO. STD-181-L-B7DECORATIVE PAVEMENT PER LANDSCAPE ARCHITECT'S PLAN8LOCAL DEPRESSION PER CITY STD DWG NO. STD-304-L9FILTERRA BIORETENTION SYSTEMGENERAL NOTE:BUILDING ENVELOPES AND ON-SITE UTILITIESARE CONCEPTUAL ONLY.CAPITAN COURT18'18'36'12'PUBLICPEDESTRIANACCESS12'PUBLICPEDESTRIANACCESS60'WASDSWNS8'8'10'ST. "C"18'18'36'12'PUBLICPEDESTRIANACCESS48'NSNTSNTSWASDSW8'8'10'ABBREVIATIONSINVINTBSLINVERTINTERSECTIONBUILDING SETBACK LINEFFFINISH FLOORFLFLOWLINEFSFINISH SURFACEHPHIGH POINTMWSMODULAR WETLANDS SYSTEMPEPAD ELEVATIONPVCPOLYVINYL CHLORIDECENTERLINE℄DWDOMESTIC WATEREX.EXISTINGPR.PROPOSEDNTSNOT TO SCALEHDPEHIGH DENSITY POLY ETHYLENERCPREINFORCED CONCRETE PIPESDSTORM DRAINSSSANITARY SEWERSMHSEWER MANHOLETCTOP OF CURBLAT.LATERALLPLOW POINT10CURB ACCESS RAMP CASE H PER CITY STD DWG NO. STD-181-L-BUTILITIES LEGENDDOMESTIC WATERSEWERGASELECTRICALSTREET LIGHTEX. WALLSTORM DRAINEX. GAS(G)EWSSEX. WATER(W)G116" CURB TYPE B PER CITY STD DWG NO. STD-182-L123' WIDE RIBBON GUTTERNOPARKI N GT TACC/RRALLGENDERUTILITYCHASEELEC .PANEL BC BCACC/RRALLGENDERHR(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T ) (T)(T)(E)(E)(E) (E)(E)(E)(E)(E)(E) (E)(T)(E)(E)(E)(T)(T)(T)(T)(T)(T)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(SD)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(SS)(SS)(SS)(SS)(SS)(SS)(SS)(SS)(SS)(SS)(SS)(SS)(SS)(SS)(SS)(W)(W)(W)(W)(W)(W)(W)(W)(SS)(SS)(SS)(SS)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G ) (G )(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(SS)(SS)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(SS)(W)(W)(W)(W)MH SHAFT #4STD 310-Ljs #7STD 315-LC=4'A=45°js #6STD 315-LC=3.46'A=60° js #5STD 3 1 5 -L C=3'A=60° js #4STD 3 1 5 -L C=3.75 ' A=60° js #3STD 31 5 - LC=3.75'A=60° js #11MH SHA F T # 6 STD 31 0 - L A=60°MH SHAF T # 5STD 310 - LA=45°MH SHAF T #7STD 310- LA=45° MH SH A FT # 2 STD 31 0 -L A=45° MH SHA F T # 3 STD 31 0 - L STD 31 5 - L C=4'A=60°SD LINE ASTA 10+0 0 SD LINE B 10+00 SD LINE C 10+00 SD LAT A-1 js #2STD 315 - L C=6.5'A=30° SD LIN E A FILTER R A C UR B IN L ET W / I N TE RN A L BYPASS8'x6' FT C B -3 (F 8 ) CB#2 FILTERR A C UR B IN L ET W / I N TE RN A L BYPASS12'x4' FT CB - 3 . 5 ( F 7) CB#3 SD LAT B - 1 SD LAT B-2 SD LAT B-3 SD LAT B-4 SD LAT B-5SD LAT B-6 SD LAT B-8 SD LAT B-7FILTERRA CURB INLET W/ROOF DRAIN SYSTEM8'x6' FTIBP0806-10C (F9)CB#4 CONTECH CURB INLET W/INTERNAL BYPASS10'x8' FTIBC-C06508V8X10-RF (F11)CB#5 4' deepCONTECH CURB INLET W/INTERNAL BYPASS8'x6' FTIBC-C0506V6X8-RF(F10)4' deepCB#6 CONT E CH CU R B I N LE T W / INTER N AL BY P AS S 8'x4' F T I BC 4 .5 0 4V 4 X 8- F R ( F3 ) CB#9CONTEC H C U RB I NL E T W /INTERNA L B Y PA S S8'x4' FTIB C4 . 5 04 V 4X 8 - FL (F 1 )CB#10 FILTE R RA CU R B I N LE T W / IN T ER NA LBYPASSCB#12 6'x4' F T CB - 2FILTERR A C U RB I NL E T W / I N TE R NA LBYPASSCB#116'x4' FTC B -2 ( F2 3 ) SD LAT C -1 SD LAT C - 2 SD LAT C -8 SD LA T C- 7 SD LATERAL D-2our FS=50.4plan #101-5028-782 FS=48.2diff=-2.2EX 42" RC P I N V2 F L= 4 1 .3 4 ( 0 3 /1 2 / 14 )set by Fie l d T o p o S ho t 4 10 6 1 ( 3 6" p i pe )8" VCPTC ELEV 54.9INV=50.9 MH SH A FT # 1 STD 31 0 -L INV=4 3 .9 0 ( 03 / 05 / 1 4 )S=.0117 (03 / 0 5/14 ) INV(SD ) = 40 . 1 1 ( 0 3 /0 5 /1 4 ) INV(SW R ) =4 4 .0 0 ( 03 / 05 / 1 4 ) MH SHAFT #8STD 310-LA=70°SD LAT C - 3 MH SH A FT # 9 STD 31 0 -L A=60°CONTEC H C U RB I NL E T W / INTE R NA L B Y PA S SCB#148'x4' FTIB C 50 4 V4 X 10 - R CONTEC H C U RB IN L ET W /INTERNA L B Y PA S SCB#138'x4' FTIB C5 0 4V 4 X 10 - R SD LAT C - 10 SD LAT C - 9 CONTECH CURB INLET W/INTERNAL BYPASSCB#1710'x8' FTIBC-C06508V8X10-LF FILTERRA CURB INLET W/ INTERNALBYPASSCB#1610'x8' FTIBC-C06508V8X10-LF PERFL=39.6 INV=44 . 4 6 ( 0 3 /0 5 / 14 ) TC ELEV 55.21INV=51.21 Inv3=41. 6 0 ( 0 3 /1 2 /1 4 ) calc'd us i n g S = .0 0 18 f r om I nv 2 (s l o pe s et b y I n v 1- I n v2 ) INV= 4 4 .2 6 (0 3 / 05 / 1 4) INV4 ( S D) = 40 . 3 0 ( 0 3 /0 5 / 14 ) INV5= 4 0 .7 ( 03 / 1 2 /1 4 ) calc'd f r om I nv 2 us i n g S = .0 1 3 ) INV1=42.16 DIPED(03/05/14) S=.013 ( c a lc ' d fr o m I n v 2- I n v4 ) SWR LAT C-1 SWR LAT C-2 SW LINE CSW LINE B SW LINE A SWR LAT B-1 SWR LAT B-2 SW LAT A -1 MHSTD-40 1 - L (W)STD-315 - LL=3' EX. TG 5 0 .3 5 -3' DN ASSUM E D I NV = 4 7. 1 9 FSA-1.5 ' - -> ASSUM ED I NV = 43 . 3 8 (W)(SS)(W)(W)BROOKS 12"X12" CB1212CB INLET W/1212T12 TOP SECTION1212L12 LOWER SECTION(F9) CB#4NO EXTENSION OR MIDDLE SECTIONinv 56.1inv 56.1 inv 56.0inv 55.831.5%top of CB57.5fs=57.8 fs=57.7tc=57.52.2%brooks 2424 B30TG=50.5inv=48.0L=246.4S=.006 INV=4 4 . 8 18"RC P INV=44.4 6 SOFFIT= 4 5. 9 6 18"RCP L=259SMIN=.005brooks 2424 B30TG=50.2inv=47.7 L=51.7 6" pipeS=.006inv=47.6L=18.7S=.042 bottom of footing = 49top of pipe 48.08tg=51.1 tg=51inv=50L=21.6s=0.11 (SD)(G)(G)(G)(G)(G)(G)(G)(G)(G)trench-4.8 DN Top of Pipe-4.5 DN tc=56 . 4 8 tc=56.61 L=288 S=.005 8"pvc inv=49.37 INSTALL 45° 30"ELBOWGFE3045MH SHAFT #STD 310-L??45° 18" ELBOW 30"hdpe(SS)(SS)45° 18" ELBOW INV 47.29INSTALL 18x6REDUCING BELLEDTEE, PRINSCOPART #GFT1806B2 INSTALL 18"-30" WYE45° GFY3018 (E)21"RCP INSTALL 24x6 REDUCINGBELLED TEE, PRINSCO PART#GFT2406B2INSTALL 24x6 REDUCINGBELLED TEE, PRINSCO PART#GFT2406B2 js #9STD 315-LC=3.5'A=60° SD LINE C SD LA T C- 4 js #STD 311-LC=3.25'A=45°inv 56.1 FILTERRA CURB INLET W/ INTERNALBYPASS10'x6' FTCB-3.5 (F12)CB#15FILTERRA CURB INLET W/INTERNAL BYPASS8'x6' FTIBC-C040506V6X8-L(F12XX)CB#15Aflow by TO CB#15 SD LIN E A MH SH A FT # 1 STD 31 0 - L EX. 36" SDFIELD VISIT (1/29/15)EX. 30" SDFIELD VISIT (1/29/15)EX. 33"SD S=0.0012 (old as builts 02/19/15)45° REDUCING WYE,PRINSCO PART #GFY361845° 18" ELBOWGFE1845B2 tg=49.9BROOKS 1212L12 ON1212 BASEtg=50.0BROOKS 1212L12 ON1212 BASETEE GFT0808 43.34inv INSTALL 45° BELLED 18"x18" ELBOW,PRINSCO PART #GFY1845B2 INSTALL 45° BELLED 18"x18 WYE,PRINSCO PART #GFY1818B3INSTALL 18"x8" ECCENTRIC REDUCER,PRINSCO PART #GFR1808 SD LAT D-6-142.16+.004*7=INV2=42.1842.18+.0012*70.7=INV3=42.2742.27+.0012*67=INV4=42.3545° 30" ELBOWGFE3045 ph2 30"ph1 30"ph1 30" interim 45° 30" ELBOWGFE3045 30" to 33" rcpD-1-123 33" RCP to 36" HDPED-1-123W/ 42x36 ECCENTRIC REDUCERGFR4236 36" 45° ELBOWGFE3645EX. 33" RCP EX. 33" RCP NEW 36" HDPE 36" 45° ELBOWGFE3645CONNECTIOND-1-112REDUCING TEEGFT3018 (W)EX. GASREMOVED POINT #2024DIPPED 5/26/11FL=39.53S:\100288\Admin\Pictures\2011-05-26 & Field Note Markups\Field Notes 05-26-11.pdfFL=39.73 (SS)(SS)(SS)(SS)(SS)(SS)(SS)(SS)FILTERR A CU RB I NL E T W / IN T ER NA L BYPASSCB#1A8'x6' FT C B - 3 ( F 2 2)FILTERRA CU RB I NL E T W / IN T ER NA LBYPASSCB#18'x6' F T CB - 3 ( F2 2 ) INSTALL 45° BELLED 18"x18 WYE,PRINSCO PART #GFY1818B3INSTALL 22.5° ELBOW, GFE1822 SD LAT A - 1 SD LAT A-1-1 DOUBLE CHECK BACKFLOWASSEMBLY IRWS STD W-6 FDC 8" WATERMETER STDW-5 45° 18" ELBOW22.5° 18" ELBOW 45° 18" ELBOW22.5° 18" ELBOW 45° 18" ELBOW22.5° 18" ELBOW 45° 18" ELBOW22.5° 18" ELBOW 45° 18" ELBOWGFE1845B2INSTALL30x18 TEEGFT3018 INSTALL 30" 45°ELBOWGFE3045INSTALL 30x18REDUCCERGFR3018 (SS)(SS)(W)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(W)(SS)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)CONTE CH CU R B I N LE T W / INTERN AL B YP AS S 8'x6' FT I BC - C0 6 0 6V 6X 8 - L ( F 6) CB#7CONTEC H C UR B IN L ET W / INTERN A L B Y PA SS 10'x6' FT I BC - C 07 0 6V 6 X1 0 -R ( F5 ) CB#8 (SS)(SS)(SS)(SS)(SS)(SS)(SS)(SS)(SS)(SS)(SD)(SD)(SD)(SD)(SD)(SD)(SD)(SD)(SD)(SD)(SD)(SD)(SD)(SD)(SD)(SD)(SD)(SD)(SD)(W)(SD)(SD)(SD)(SD)(SD)(SD)(W)SSPARKINGNOPARKINGNOPARKINGNO PAR KI N GNO Garage RampLobbyLobbyResidentialGarage RampLobbyResidentialAmenityLeasingLobbyLobbyLobbyGarageAmenityResidentialResidentialResidentialResidentialResidentialResidentialResidentialResidentialResidentialRETAILRESTAURANTLOBBYMEPTR.ResidentialSSSSSDSSSSRDSDSDSDSDSDSDSDSDSDSD SD SD IRR IRRIRRIRRIRRIRR IRR IRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRR IRR IRR IRR IRR IRRIRRIRR IRRIRRIRRIRRIRRIRRSDSDW W W WW WWWWWWWWSSSSSSSSSSSSSSWWWWWWWWWWWWWWWWWWWWWWWJAMBOREE ROADHALF DOME PLACE EMERGENCY VEHICLE ACCESSTO VON KARMAN AVENUEUPTOWN NEWPORT DRIVE(SOUTH ENTRY) UPTOWN NEWPORT WAY UPTOWN NEWPORT DRIVEUPTOWN NEWPORTDRIVEEXISTING APARTMENTSCAPITAN COURT PROPERTY LINEPROPERTY LINER/WR/WPROPERTYLINEPROPERTYLINEPROPERTY LINEPROPERTYLINE8" SS18'18'1222244664664897366416'16'18'18'88992214718" SD418" SD418" SD18" SD18" SD 444667(18') (18')(18')(18')(13')(13') (18')(18')(22')(20')(18')(18')18'18'18'18'2219889R=35'R=25'R=71'EXISTING APARTMENTS8" SS12" DW18" SD18" SD 12" DW 30" SD 30" SD 30 " S D12" DW15' BSL 1122℄45℄℄℄℄℄℄ 27' BSL 22'BSL17' BSL 15' BSL 15' BSL 18'BSL17'BSL0'BSL 44610EX. FIRE SERVICE & DWTO JAZZ BUILDING,TO BE REMOVED DURING PH2CONSTRUCTION.EX 18" SDTO BE REMOVED DURINGPH 25611TYP.1718'13'UPTOWN NEWPORT WAY UPTOWN NEWPORT WAY411TYP.11TYP.11128" SS PA2021-105 OFJOB NO.REVISIONS PLAN CONTROL Plan Set: Date:-SHEETPROJECT UPTOWN NEWPORT - PHASE 2 NEWPORT BEACH, CA UPTOWN NEWPORT LP MASTER SITE DEVELOPMENT - DELTA 1 A03/19/21 03/19/21 GMF JUAB 03/19/21 Drawing Name: P:\S\SHOPUNDC0001\0400CAD\EC\SHEETS\Master Site Development\Phase 2\EC-ST-001-UN Phase II.dwg Tab: C4 STREET Last Opened: Apr 09, 2021 - 4:45pm by: Juab 23UPTOWN NEWPORT LPNO. 85617REGISTER E D PROFESSIONAL ENGINEERSTATE OF CALI FOR NIACIVIL J US T I N A BROWNEXP. 9/30/22®Phone: 714.665.4500Tustin California 92780-194717782 17th Street Suite 200C-44PRELIMINARY STREET IMPROVEMENT PLAN PRELIMINARY STREET IMPROVEMENT PLAN1"= 40'scalefeet4004080MATCHLINE - SEE SHEET C-3 81AC PAVEMENT OVER AGGREGATE BASE26" CURB AND GUTTER TYPE A PER CITY STD DWG NO. STD-182-LCONSTRUCTION NOTES44" MIN P.C.C. SIDEWALK PER CITY STD DWG NO. STD-180-L7DECORATIVE PAVEMENT PER LANDSCAPE ARCHITECT'S PLAN8LOCAL DEPRESSION PER CITY STD DWG NO. STD-304-L9FILTERRA BIORETENTION SYSTEMGENERAL NOTE:BUILDING ENVELOPES AND ON-SITE UTILITIESARE CONCEPTUAL ONLY.ST. "D"16'16'32'10'PARKWAY17'PUBLICPEDESTRIANACCESS59'WASDSWEW6'6'10'ACCESS ROAD TO BIRCH ST.15'15'30'33'EWNTSNTS5CURB ACCESS RAMP PER FUTURE DETAILABBREVIATIONSINVINTBSLINVERTINTERSECTIONBUILDING SETBACK LINEFFFINISH FLOORFLFLOWLINEFSFINISH SURFACEHPHIGH POINTLPLOW POINTPEPAD ELEVATIONPVCPOLYVINYL CHLORIDECENTERLINE℄DWDOMESTIC WATEREX.EXISTINGPR.PROPOSEDNTSNOT TO SCALEHDPEHIGH DENSITY POLY ETHYLENELAT.LATERALRCPREINFORCED CONCRETE PIPESDSTORM DRAINSSSANITARY SEWERSMHSEWER MANHOLETCTOP OF CURBMWSMODULAR WETLANDS SYSTEM10CURB ACCESS RAMP CASE H PER CITY STD DWG NO. STD-181-L-BUTILITIES LEGENDDOMESTIC WATERSEWERGASELECTRICALSTREET LIGHTEX. WALLSTORM DRAINEX. GAS(G)EWSSEX. WATER(W)G116" CURB TYPE B PER CITY STD DWG NO. STD-182-LCURB ACCESS RAMP CASE J PER CITY STD DWG NO. STD-181-L-B6NOPARKINGT(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(T)(T)(E)(E)(E)(T)(T)(T)(T)(T)(T)(E)(E)(E)(E)(E)(E)(E)(E)(E)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)js #11MH SHAFT #6STD 310-LA=60°CONTECH CURB INLET W/INTERNAL BYPASS8'x4' FTIBC4.504V4X8-FR (F3)CB#9CONTECH CURB INLET W/INTERNAL BYPASS8'x4' FTIBC4.504V4X8-FL (F1)CB#10FILTERRA CURB INLET W/ INTERNALBYPASSCB#126'x4' FTCB - 2 FILTERRA CURB INLET W/ INTERNALBYPASSCB#116'x4' FTCB-2 (F23)SD LAT C-8SD LAT C-7MH SHAFT #9STD 310-LA=60°CONTECH CURB INLET W/INTERNAL BYPASSCB#148'x4' FTIBC504V4X10-RCONTECH CURB INLET W/INTERNAL BYPASSCB#138'x4' FTIBC504V4X10-RSD LAT C-10SD LAT C-9 SWR LAT C-2EX. TG 50.35-3' DN ASSUMED INV=47.19FSA-1.5' -->ASSUMED INV=43.38tc=56.48tc=56.61 js #9STD 315-LC=3.5'A=60°SD LINE CSD LAT C-4(W)(W)(SD)(SD)(SD)PARKINGNO LeasingLobbyResidentialResidentialResidentialW W W W WWWWWWWWWWWWACCESS TOBIRCH STREETBIRCH STREETJAMBOREE ROADUPTOWN NEWPORT WAYR/WPROPERTYLINEPROPERTYLINEPROPERTY LINEPROPERTYLINEPROPERTYLINEPROPERTY LINEPROPERTYLINE2214889916'16'88998" SS16'16'18'18'889922147418" SD18" SD4(18')(18')(18')(18')18'18'(30')2219889R=35'R=25'R=71'R=400'R=750'12" DW8" SS8" SS12" DW18" SD18" SD12" DW 15'BSL15' BSL 15' BSL ℄45℄℄℄22'BSL17'BSL 44610EX. FIRE SERVICE & DWTO JAZZ BUILDING,TO BE REMOVED DURING PH2CONSTRUCTION.EX 18" SDTO BE REMOVED DURINGPH 2EX 18" SDTO BE REMOVED DURINGPH 2EX 21" SDTO BE REMOVED DURINGPH 24PED. ACCESS5611TYP.1667718'13'13'13' UPTOWN NEWPORT WAY UPTOWN NEWPORT WAY411TYP.11TYP.11128" SS PA2021-105 1"= 40'scalefeet4004080OFJOB NO.REVISIONS PLAN CONTROL Plan Set: Date:-SHEETPROJECT UPTOWN NEWPORT - PHASE 2 NEWPORT BEACH, CA UPTOWN NEWPORT LP MASTER SITE DEVELOPMENT - DELTA 1 A03/19/21 03/19/21 GMF JUAB 03/19/21 Drawing Name: P:\S\SHOPUNDC0001\0400CAD\EC\SHEETS\Master Site Development\Phase 2\EC-UT-001-UN Phase II.dwg Tab: C5 UTILITY PLAN Last Opened: Apr 09, 2021 - 5:11pm by: Juab 23UPTOWN NEWPORT LPNO. 85617REGISTER E D PROFESSIONAL ENGINEERSTATE OF CALI FOR NIACIVIL J US T I N A BROWNEXP. 9/30/22®Phone: 714.665.4500Tustin California 92780-194717782 17th Street Suite 200MATCHLINE - SEE SHEET C-6 C-5PRELIMINARY UTILITY PLAN PRELIMINARY UTILITY PLAN5 8ABBREVIATIONSINVINTBSLINVERTINTERSECTIONBUILDING SETBACK LINEFFFINISH FLOORFLFLOWLINEFSFINISH SURFACEHPHIGH POINTLPLOW POINTPEPAD ELEVATIONPVCPOLYVINYL CHLORIDECENTERLINEGENERAL NOTE:BUILDING ENVELOPES AND ON-SITE UTILITIESARE CONCEPTUAL ONLY.℄DWDOMESTIC WATEREX.EXISTINGPR.PROPOSEDNTSNOT TO SCALEHDPEHIGH DENSITY POLY ETHYLENERCPREINFORCED CONCRETE PIPESDSTORM DRAINSSSANITARY SEWERSMHSEWER MANHOLETCTOP OF CURBMWSMODULAR WETLANDS SYSTEMLAT.LATERALDOMESTIC WATERSEWERSTORM DRAINUTILITIES LEGENDWSS(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T ) (T)(T)(E)(E)(E) (E)(E)(E)(E)(E)(E) (E)(T)(E)(E)(E)(T)(T)(T)(T)(T)(T)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)NOPARKINGTTACC/RRALLGENDERUTILITYCHASEELEC .PANEL BC BCACC/RRALLGENDERHRACC/RRALLGENDERUTILITYCHASEELEC.PANEL BC BCACC/RRALLGENDERHR(SD)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(SS)(SS)(SS)(SS)(SS)(SS)(SS)(SS)(SS)(SS)(SS)(SS)(SS)(SS)(SS)(W)(W)(W)(W)(W)(W)(W)(W)(SS)(SS)(SS)(SS)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G ) (G )(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(SS)(SS)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(SS)(W)(W)(W)(W)MH SHAFT #4STD 310-Ljs #7STD 315-LC=4'A=45°js #6STD 315-LC=3.46'A=60° js #5STD 3 1 5 -L C=3'A=60° js #4STD 3 1 5 -L C=3.75 ' A=60° js #3STD 31 5 - LC=3.75'A=60° js #11MH SHA F T # 6 STD 31 0 - L A=60°MH SHAF T # 5STD 310 - LA=45°MH SHAF T #7STD 310- LA=45° MH SH A FT # 2 STD 31 0 -L A=45° MH SHA F T # 3 STD 31 0 - L STD 31 5 - L C=4'A=60°SD LINE ASTA 10+0 0 SD LINE B 10+00 SD LINE C 10+00 SD LAT A-1 js #2STD 315 - L C=6.5'A=30° SD LIN E A FILTER R A C UR B IN L ET W / I N TE RN A L BYPASS8'x6' FT C B -3 (F 8 ) CB#2 FILTERR A C UR B IN L ET W / I N TE RN A L BYPASS12'x4' FT CB - 3 . 5 ( F 7) CB#3 SD LAT B - 1 SD LAT B-2 SD LAT B-3 SD LAT B-4 SD LAT B-5SD LAT B-6 SD LAT B-8 SD LAT B-7FILTERRA CURB INLET W/ROOF DRAIN SYSTEM8'x6' FTIBP0806-10C (F9)CB#4 CONTECH CURB INLET W/INTERNAL BYPASS10'x8' FTIBC-C06508V8X10-RF (F11)CB#5 4' deepCONTECH CURB INLET W/INTERNAL BYPASS8'x6' FTIBC-C0506V6X8-RF(F10)4' deepCB#6 CONT E CH CU R B I N LE T W / INTER N AL BY P AS S 8'x4' F T I BC 4 .5 0 4V 4 X 8- F R ( F3 ) CB#9CONTEC H C U RB I NL E T W /INTERNA L B Y PA S S8'x4' FTIB C4 . 5 04 V 4X 8 - FL (F 1 )CB#10 FILTE R RA CU R B I N LE T W / IN T ER NA LBYPASSCB#12 6'x4' F T CB - 2FILTERR A C U RB I NL E T W / I N TE R NA LBYPASSCB#116'x4' FTC B -2 ( F2 3 ) SD LAT C -1 SD LAT C - 2 SD LAT C -8 SD LA T C- 7 SD LATERAL D-2our FS=50.4plan #101-5028-782 FS=48.2diff=-2.2EX 42" RC P I N V2 F L= 4 1 .3 4 ( 0 3 /1 2 / 14 )set by Fie l d T o p o S ho t 4 10 6 1 ( 3 6" p i pe )8" VCPTC ELEV 54.9INV=50.9 MH SH A FT # 1 STD 31 0 -L INV=4 3 .9 0 ( 03 / 05 / 1 4 )S=.0117 (03 / 0 5/14 ) INV(SD ) = 40 . 1 1 ( 0 3 /0 5 /1 4 ) INV(SW R ) =4 4 .0 0 ( 03 / 05 / 1 4 ) MH SHAFT #8STD 310-LA=70°SD LAT C - 3 MH SH A FT # 9 STD 31 0 -L A=60°CONTEC H C U RB I NL E T W / INTE R NA L B Y PA S SCB#148'x4' FTIB C 50 4 V4 X 10 - R CONTEC H C U RB IN L ET W /INTERNA L B Y PA S SCB#138'x4' FTIB C5 0 4V 4 X 10 - R SD LAT C - 10 SD LAT C - 9 CONTECH CURB INLET W/INTERNAL BYPASSCB#1710'x8' FTIBC-C06508V8X10-LF FILTERRA CURB INLET W/ INTERNALBYPASSCB#1610'x8' FTIBC-C06508V8X10-LF PERFL=39.6 INV=44 . 4 6 ( 0 3 /0 5 / 14 ) TC ELEV 55.21INV=51.21 Inv3=41. 6 0 ( 0 3 /1 2 /1 4 ) calc'd us i n g S = .0 0 18 f r om I nv 2 (s l o pe s et b y I n v 1- I n v2 ) INV= 4 4 .2 6 (0 3 / 05 / 1 4) INV4 ( S D) = 40 . 3 0 ( 0 3 /0 5 / 14 ) INV5= 4 0 .7 ( 03 / 1 2 /1 4 ) calc'd f r om I nv 2 us i n g S = .0 1 3 ) INV1=42.16 DIPED(03/05/14) S=.013 ( c a lc ' d fr o m I n v 2- I n v4 ) SWR LAT C-1 SWR LAT C-2 SW LINE CSW LINE B SW LINE A SWR LAT B-1 SWR LAT B-2 SW LAT A -1 MHSTD-40 1 - L (W)STD-315 - LL=3' EX. TG 5 0 .3 5 -3' DN ASSUM E D I NV = 4 7. 1 9 FSA-1.5 ' - -> ASSUM ED I NV = 43 . 3 8 (W)(SS)(W)(W)BROOKS 12"X12" CB1212CB INLET W/1212T12 TOP SECTION1212L12 LOWER SECTION(F9) CB#4NO EXTENSION OR MIDDLE SECTIONinv 56.1inv 56.1 inv 56.0inv 55.831.5%top of CB57.5fs=57.8 fs=57.7tc=57.52.2%brooks 2424 B30TG=50.5inv=48.0L=246.4S=.006 INV=4 4 . 8 18"RC P INV=44.4 6 SOFFIT= 4 5. 9 6 18"RCP L=259SMIN=.005brooks 2424 B30TG=50.2inv=47.7 L=51.7 6" pipeS=.006inv=47.6L=18.7S=.042 bottom of footing = 49top of pipe 48.08tg=51.1 tg=51inv=50L=21.6s=0.11 (SD)(G)(G)(G)(G)(G)(G)(G)(G)(G)trench-4.8 DN Top of Pipe-4.5 DN tc=56 . 4 8 tc=56.61 L=288 S=.005 8"pvc inv=49.37 INSTALL 45° 30"ELBOWGFE3045MH SHAFT #STD 310-L??45° 18" ELBOW 30"hdpe(SS)(SS)45° 18" ELBOW INV 47.29INSTALL 18x6REDUCING BELLEDTEE, PRINSCOPART #GFT1806B2 INSTALL 18"-30" WYE45° GFY3018 (E)21"RCP INSTALL 24x6 REDUCINGBELLED TEE, PRINSCO PART#GFT2406B2INSTALL 24x6 REDUCINGBELLED TEE, PRINSCO PART#GFT2406B2 js #9STD 315-LC=3.5'A=60° SD LINE C SD LA T C- 4 js #STD 311-LC=3.25'A=45°inv 56.1 FILTERRA CURB INLET W/ INTERNALBYPASS10'x6' FTCB-3.5 (F12)CB#15FILTERRA CURB INLET W/INTERNAL BYPASS8'x6' FTIBC-C040506V6X8-L(F12XX)CB#15Aflow by TO CB#15 SD LIN E A MH SH A FT # 1 STD 31 0 - L EX. 36" SDFIELD VISIT (1/29/15)EX. 30" SDFIELD VISIT (1/29/15)EX. 33"SD S=0.0012 (old as builts 02/19/15)45° REDUCING WYE,PRINSCO PART #GFY361845° 18" ELBOWGFE1845B2 tg=49.9BROOKS 1212L12 ON1212 BASEtg=50.0BROOKS 1212L12 ON1212 BASETEE GFT0808 43.34inv INSTALL 45° BELLED 18"x18" ELBOW,PRINSCO PART #GFY1845B2 INSTALL 45° BELLED 18"x18 WYE,PRINSCO PART #GFY1818B3INSTALL 18"x8" ECCENTRIC REDUCER,PRINSCO PART #GFR1808 SD LAT D-6-142.16+.004*7=INV2=42.1842.18+.0012*70.7=INV3=42.2742.27+.0012*67=INV4=42.3545° 30" ELBOWGFE3045 ph2 30"ph1 30"ph1 30" interim 45° 30" ELBOWGFE3045 30" to 33" rcpD-1-123 33" RCP to 36" HDPED-1-123W/ 42x36 ECCENTRIC REDUCERGFR4236 36" 45° ELBOWGFE3645EX. 33" RCP EX. 33" RCP NEW 36" HDPE 36" 45° ELBOWGFE3645CONNECTIOND-1-112REDUCING TEEGFT3018 (W)EX. GASREMOVED POINT #2024DIPPED 5/26/11FL=39.53S:\100288\Admin\Pictures\2011-05-26 & Field Note Markups\Field Notes 05-26-11.pdfFL=39.73 (SS)(SS)(SS)(SS)(SS)(SS)(SS)(SS)FILTERR A CU RB I NL E T W / IN T ER N A L BYPASSCB#1A8'x6' FT C B - 3 ( F 2 2)FILTERRA CU RB I NL E T W / IN T ER NA LBYPASSCB#18'x6' F T CB - 3 ( F2 2 ) INSTALL 45° BELLED 18"x18 WYE,PRINSCO PART #GFY1818B3INSTALL 22.5° ELBOW, GFE1822 SD LAT A - 1 SD LAT A-1-1 DOUBLE CHECK BACKFLOWASSEMBLY IRWS STD W-6 FDC 8" WATERMETER STDW-5 45° 18" ELBOW22.5° 18" ELBOW 45° 18" ELBOW22.5° 18" ELBOW 45° 18" ELBOW22.5° 18" ELBOW 45° 18" ELBOW22.5° 18" ELBOW 45° 18" ELBOWGFE1845B2INSTALL30x18 TEEGFT3018 INSTALL 30" 45°ELBOWGFE3045INSTALL 30x18REDUCCERGFR3018 (SS)(SS)(W)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(W)(SS)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)CONTE CH CU R B I N LE T W / INTERN AL B YP AS S 8'x6' FT I BC - C0 6 0 6V 6X 8 - L ( F 6) CB#7CONTEC H C UR B IN L ET W / INTERN A L B Y PA SS 10'x6' FT I BC - C 07 0 6V 6 X1 0 -R ( F5 ) CB#8 (SS)(SS)(SS)(SS)(SS)(SS)(SS)(SS)(SS)(SS)(SD)(SD)(SD)(SD)(SD)(SD)(SD)(SD)(SD)(SD)(SD)(SD)(SD)(SD)(SD)(SD)(SD)(SD)(SD)(W)(SD)(SD)(SD)(SD)(SD)(SD)(W)SSS SSSSSSDSSSSRDSDSDSDSDSDSDSDSDSDSDSDSDSDSD SS SS SS SS SS SS W W W WW SSSSSSSS SS SS SS SS SSSSSSSSSSSSWWWWWWWWSSSSSSSSSSSSSSSS SS SSSSSSSSSSSSWWWWWWWWWWWWWWWWWWWWWWWPARKINGNOPARKINGNOPARKINGNO PARKINGNOGarage RampLobbyLobbyResidentialGarage RampLobbyResidentialAmenityLeasingLobbyLobbyLobbyGarageAmenityResidentialResidentialResidentialResidentialResidentialResidentialResidentialResidentialResidentialRETAILRESTAURANTLOBBYMEPTR.ResidentialJAMBOREE ROADPARKPE=36.00FF=57.00PE=58.06FF=59.00EXISTING APARTMENTSPE=32.00FF=54.00PE=32.00FF=54.00PE=54.00FF=55.00PE=54.00FF=55.00PE=54.00FF=55.00PE=35.17FF=57.17PE=38.00FF=56.00PH 1 SD(18" HDPE)PH 1 SD(18" HDPE)BEG PH 2 SD12" PVC46.0 INV54.29 TC ~ LP 53.79 FL 50.3 INV 54.29 TC ~ LP 53.79 FL 50.3 INVC/L INT18" HDPE, 44.8 INV18" HDPE, 44.8 INVPH 1 SD24" RCPPH 1 SD(18" RCP)PH 1 SD(30" HDPE)S=0.0212 - 12" PVCS=0.0042 - 18" RCPJOIN EX 18" SD(EX 18" RCP, 44.2 INV ±)18" HDPE, 44.2 INVEX SD18" RCPBEG PH 2 SD18" HDPE47.3 INVS=0.004018" HDPES=0.0040 - 18" HDPEBEG PH 2 SD18" HDPE44.0 INVEMERGENCY VEHICLE ACCESSTO VON KARMAN AVENUEBEG PH 2 SD18" HDPE42.1 INVS=0.0040 18" HDPE PROPERTY LINEPROPERTY LINER/WR/WPROPERTYLINEPROPERTYLINEJOIN PH 1 DW12" PVC46.7 INVPROPERTY LINEPH 2 SD18" HDPEPH 2 SD36" RCPPH 2 SD18" HDPEPH 2 SD18" HDPEPH 2 SD18" HDPEPH 2 DW12" PVCPH 2 SS8" PVCPH 2 DW 12" PVC S=0.01 - 12" PVCS=0.01 - 12" PVC PROPERTYLINEPE=38.00FF=58.00EX SD(48" RCP)PH 1 CONDITION SD CATCH BASIN TOBE REMOVED DURING PH 2S=0.0042 - 18" HDPEPH 2 SD18" HDPEPH 2 SS 8" PVC PH 2 SS LAT.PH 2 DW LAT.54.22 TC ~ LP53.72 FL50.2 INV54.22 TC ~ LP53.72 FL50.2 INVEX. FIRE SERVICE & DOMESTIC WATERTO JAZZ BUILDING,TO BE REMOVED DURING PH2CONSTRUCTION.EX SD(8" VCP)C/L INT18" HDPE, 44.6 INV18" HDPE, 44.6 INVC/L INT 18" RCP, 44.2 INV 18" RCP, 44.2 INV PH 1 CONDITION 24" RCP SDTO BE REMOVED DURING PH 2END PH 2 SD JOIN EX 48"RCP (EX 48" RCP, 41.2INV±)36" RCP, 41.4 INVC/L INT18" RCP, 41.5 INV 18"RCP, 41.5 INVPH 1 CONDITION 8" PVC SSTO BE REMOVED DURING PH 2EX. FIRE SERVICE & DWTO JAZZ BUILDING,TO BE REMOVED DURING PH2CONSTRUCTION.EX. FIRE SERVICE & DOMESTIC WATERTO JAZZ BUILDING,TO BE REMOVED DURING PH2CONSTRUCTION.EX. FIRE SERVICE & DOMESTIC WATERTO JAZZ BUILDING,TO BE REMOVED DURING PH2CONSTRUCTION.EX. FIRE SERVICE & DOMESTIC WATERTO JAZZ BUILDING,TO BE REMOVED DURING PH2CONSTRUCTION.EXISTING APARTMENTSPH 1 CONDITION - PORTION OFCUL-DE-SACTO BE REMOVED DURING PH 2PH 1 CONDITION 48" RCP SDTO BE REMOVED DURING PH 2EX 18" SDTO BE REMOVED DURINGPH 251.5 TC~LP51.0 FL 47.5INVEND PH 1 SDBEG PH 2 SDJOIN 30" HDPE42.2 INVJOIN PH 1 DW12" PVC46.7 INVPH 2 SD30" HDPEEX 33" SDTO BE REMOVEDDURING PH 236" HDPE S=0.0040 18" RCP S=0.0040 18" RCPS=0.004018" HDPE S=0.0040PH 1 SD (30"HDPE)PH 2 DW 12"PVCPH 1 SS(8" PVC)BEG PH 2 SD18" HDPE44.8 INV15' BSL PH 2 SD JUNCTIONJOIN EX. 24" RCP(EX. 24" RCP, 43.1 INV±)30" HDPE, 42.0 INV36" HDPE, 41.9 INVBEG PH 2 SD18" HDPE42.2 INVPH 2 SD JUNCTIONJOIN EX 48" RCP(EX 48" RCP, 40.9 INV±)18" HDPE, 43.1 INV18" HDPE, 43.1 INVS=0.0042 - 18" RCPBEG PH 2 SD18" HDPE 43.7INVBEG PH 2 SD18" HDPE 42.1INVEX SD60" RCPPE=38.00FF=56.00PH 1 SS(8" PVC)PH 1 SD (12"HDPE)PH 1 SD MWSTO REMAINPH 1 DW(8" DIP)PH 1 SD (18"HDPE)PH 1 SS(8" PVC)PH 1 FW(8" PVC)EX. DOMESTIC WATER VAULT & METERTO JAZZ BUILDING,TO BE REMOVED DURING PH2CONSTRUCTION.(FOR ALL LOT 1EAST BLDGS.)℄18" HDPE, 41.5 INV (EX 48" RCP, 40.9 INV±) JOIN EX 48" RCP PH 2 SD JUNCTION 18" HDPE, 41.6 INV 18" HDPE, 41.6 INV C/L INT PH 2 SS LAT.PH 2 DW LAT.(49.32) RIM SMH(44.26) INV IN S-18"(44.26) INV OUT W-18"DEPTH 5.06'(48.78) RIM SMH(42.00) INV IN E-18"(42.55) INV IN E-12"(41.85) INV OUT N-18"DEPTH 6.23'(51.26) RIM SMH(43.31) INV IN S-8"(43.28) INV IN E-12"(43.18) INV OUT W-12"DEPTH 7.95'(49.37) RIM SMH(33.39) INV IN S-12"(33.??) INV IN W-4"(33.39) INV OUT N-12"DEPTH 15.98'(48.95) RIM SMH(43.90) INV IN E-18"(43.90) INV OUT W-18"DEPTH 5.05'(48.77) RIM SMH(32.77) INV IN W-12"(32.76) INV OUT W-12"DEPTH 16.00'51.8 RIM SMH45.41 INV IN S-8"45.21 INV OUT N-8"DEPTH 6.39'51.9 RIM SMH45.80 INV IN W-8"45.60 INV OUT N-8"DEPTH 5.27'(49.59) RIM SMH(37.81) INV IN S-10"(37.51) INV OUT W-12"DEPTH 11.78'(49.32) RIM SMH44.46 INV IN N-8"(44.26) INV OUT W-8"DEPTH 4.86'49.50 RIM SMH39.63 INV IN E-8"39.43 INV OUT S-8"9.2' COVER54.38 RIM SMH44.6 INV IN E-8"44.6 INV IN W-8"44.4 INV OUT N-8"9.1' COVER54.52 RIM SMH44.9 INV IN S-8"44.8 INV OUT N-8"9.0' COVER54.42 RIM SMH45.2 INV IN S-8"45.1 INV OUT N-8"8.7' COVER55.67 RIM SMH46.6 INV OUT N-8"8.4' COVER54.66 RIM SMH45.6 INV IN E-8"45.5 INV OUT W-8"8.4' COVER53.0 RIM SMH45.90 INV IN W-8"44.00 INV IN S-8"46.00 INV OUT E-8"DEPTH 7.0'(55.77) RIM SMH(47.20) INV IN S-8"(47.20) INV IN W-8"(47.00) INV OUT E-8"DEPTH 8.57'(49.14) RIM SMH(33.??) INV IN S-12"(33.21) INV IN E-12"(33.16) INV OUT W-12"DEPTH 15.93'EMERGENCY VEHICLE ACCESSTO VON KARMAN AVENUEUPTOWN NEWPORT DRIVE(SOUTH ENTRY) UPTOWN NEWPORT WAY UPTOWN NEWPORT DRIVEUPTOWN NEWPORTDRIVECAPITAN COURT HALF DOME PLACE℄℄℄℄℄℄ 27' BSL 22'BSL17' BSL 15' BSL 15' BSL 18'BSL17'BSL0'BSL UPTOWN NEWPORT WAY PA2021-105 OFJOB NO.REVISIONS PLAN CONTROL Plan Set: Date:-SHEETPROJECT UPTOWN NEWPORT - PHASE 2 NEWPORT BEACH, CA UPTOWN NEWPORT LP MASTER SITE DEVELOPMENT - DELTA 1 A03/19/21 03/19/21 GMF JUAB 03/19/21 Drawing Name: P:\S\SHOPUNDC0001\0400CAD\EC\SHEETS\Master Site Development\Phase 2\EC-UT-001-UN Phase II.dwg Tab: C6 UTILITY PLAN Last Opened: Apr 09, 2021 - 4:48pm by: Juab 23UPTOWN NEWPORT LPNO. 85617REGISTER E D PROFESSIONAL ENGINEERSTATE OF CALI FOR NIACIVIL J US T I N A BROWNEXP. 9/30/22®Phone: 714.665.4500Tustin California 92780-194717782 17th Street Suite 200C-66PRELIMINARY UTILITY PLAN PRELIMINARY UTILITY PLAN1"= 40'scalefeet4004080MATCHLINE - SEE SHEET C-5 8GENERAL NOTE:BUILDING ENVELOPES AND ON-SITE UTILITIESARE CONCEPTUAL ONLY.ABBREVIATIONSINVINTBSLINVERTINTERSECTIONBUILDING SETBACK LINEFFFINISH FLOORFLFLOWLINEFSFINISH SURFACEHPHIGH POINTLPLOW POINTPEPAD ELEVATIONPVCPOLYVINYL CHLORIDECENTERLINE℄DWDOMESTIC WATEREX.EXISTINGPR.PROPOSEDNTSNOT TO SCALEHDPEHIGH DENSITY POLY ETHYLENELAT.LATERALRCPREINFORCED CONCRETE PIPESDSTORM DRAINSSSANITARY SEWERSMHSEWER MANHOLETCTOP OF CURBMWSMODULAR WETLANDS SYSTEMDOMESTIC WATERSEWERSTORM DRAINUTILITIES LEGENDWSS(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(W)(W)(W)SSSSSSSSSSSS WWWWWWWWResidentialResidentialACCESS TOBIRCH STREETBIRCH STREET END PH 2 SDJOIN EX 21" PIPE18" HDPE, 43.2 INV(EX 21" PIPE, 41.6 INV ±)END PH 2 SDJOIN EX 18" PIPEC/L INT18" HDPE, 43.8 INV48.58 TC48.08 FL44.6 INVC/L INT 18" HDPE, 44.3 INV 18" HDPE, 44.3 INV 48.65 TC 48.15 FL 44.7 INV EX 18" PIPE, 42.0 INVEX SD18" PIPEEX SD21" PIPEEX SD60" RCPEX SD60" RCPJAMBOREE ROAD53.84 TC ~ LP 53.34 FL 49.8 INV 53.84 TC ~ LP 53.34 FL 49.8 INV PROPERTY LINEPROPERTYLINEPROPERTYLINEPE=32.83FF=54.83PH 2 DW12" PVCPH 2 SS8" PVCEND PH 2 DWJOIN EX XX PIPEC/L INT12" PVC, XX.X INVEX XX" PIPE, XX.X INVC/L INT 18" HDPE, 43.3 INV 18" HDPE, 43.3 INV PH 2 SS LAT.PH 2 DW LAT.PE=29.67FF=51.67EX 18" SDTO BE REMOVED DURINGPH 218" RCPS=0.01815'BSL15' BSL ℄EX 21" SDTO BE REMOVED DURINGPH 2PH 2 SS LAT.52.71 RIM SMH47.5 INV OUT W-8"3.7' COVERACCESS TOBIRCH STREET℄NOTE: UTILITY EASEMENT TO BE ACQUIREDFROM ADJACENT PROPERTY OWNERUPTOWN NEWPORT WAYPA2021-105 1"= 40'scalefeet4004080OFJOB NO.REVISIONS PLAN CONTROL Plan Set: Date:-SHEETPROJECT UPTOWN NEWPORT - PHASE 2 NEWPORT BEACH, CA UPTOWN NEWPORT LP MASTER SITE DEVELOPMENT - DELTA 1 A03/19/21 03/19/21 GMF JUAB 03/19/21 Drawing Name: P:\S\SHOPUNDC0001\0400CAD\EC\SHEETS\Master Site Development\Phase 2\EC-PK-001-UN Phase II.dwg Tab: C7 PARKING PLAN Last Opened: Apr 09, 2021 - 5:13pm by: Juab 23UPTOWN NEWPORT LPNO. 85617REGISTER E D PROFESSIONAL ENGINEERSTATE OF CALI FOR NIACIVIL J US T I N A BROWNEXP. 9/30/22®Phone: 714.665.4500Tustin California 92780-194717782 17th Street Suite 200SEE SHEET C-8 C-7PRELIMINARY PARKING IMPROVEMENT PLAN PRELIMINARY PARKING IMPROVEMENT PLAN7 81INSTALL 4" SOLID WHITE PARKING STALL AS SHOWN PER DETAIL A HEREON2INSTALL RED CURB AS SHOWNCONSTRUCTION NOTES3INSTALL YELLOW CURB AS SHOWNGENERAL NOTE:BUILDING ENVELOPES AND ON-SITE UTILITIESARE CONCEPTUAL ONLY.ABBREVIATIONSINVINTBSLINVERTINTERSECTIONBUILDING SETBACK LINEFFFINISH FLOORFLFLOWLINEFSFINISH SURFACEHPHIGH POINTMWSMODULAR WETLANDS SYSTEMPEPAD ELEVATIONPVCPOLYVINYL CHLORIDECENTERLINE℄DWDOMESTIC WATEREX.EXISTINGPR.PROPOSEDNTSNOT TO SCALEHDPEHIGH DENSITY POLY ETHYLENERCPREINFORCED CONCRETE PIPESDSTORM DRAINSSSANITARY SEWERSMHSEWER MANHOLETCTOP OF CURBLAT.LATERALLPLOW POINTUTILITIES LEGENDDOMESTIC WATERSEWERGASELECTRICALSTREET LIGHTEX. WALLSTORM DRAINEX. GAS(G)EWSSEX. WATER(W)GLEGENDRED CURB, R/CYELLOW CURB, Y/C (NO PARKING)45INSTALL ACCESSIBLE PARKING AS SHOWN - CALTRANS DETAIL A90AINSTALL 4" SOLID WHITE PARKING STRIPE AS SHOWN22' TYP22' TYP1'8'CURB1'1'1'NO PARKING ZONE (RED CURB)20' MINIMUMNO PARKING ZONE (RED CURB)20' MINIMUM6INSTALL R1-1 STOP SIGN7INSTALL 12" WHITE CROSSWALK AND/OR LIMIT LINE AS SHOWN8INSTALL PAVEMENT MARKING - CALTRANS DETAIL A24D9INSTALL 4" YELLOW NO PASSING ZONES - TWO DIRECTIONS - CALTRANS DETAIL 22(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T ) (T)(T)(E)(E)(E) (E)(E)(E)(E)(E)(E) (E)(T)(E)(E)(E)(T)(T)(T)(T)(T)(T)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)NOPARKI N GT TACC/RRALLGENDERUTILITYCHASEELEC .PANEL BC BCACC/RRALLGENDERHR(SD)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(SS)(SS)(SS)(SS)(SS)(SS)(SS)(SS)(SS)(SS)(SS)(SS)(SS)(SS)(SS)(W)(W)(W)(W)(W)(W)(W)(W)(SS)(SS)(SS)(SS)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G ) (G )(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(SS)(SS)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(SS)(W)(W)(W)(W)MH SHAFT #4STD 310-Ljs #7STD 315-LC=4'A=45°js #6STD 315-LC=3.46'A=60° js #5STD 3 1 5 -L C=3'A=60° js #4STD 3 1 5 -L C=3.75 ' A=60° js #3STD 31 5 - LC=3.75'A=60° js #11MH SHA F T # 6 STD 31 0 - L A=60°MH SHAF T # 5STD 310 - LA=45°MH SHAF T #7STD 310- LA=45° MH SH A FT # 2 STD 31 0 -L A=45° MH SHA F T # 3 STD 31 0 - L STD 31 5 - L C=4'A=60°SD LINE ASTA 10+0 0 SD LINE B 10+00 SD LINE C 10+00 SD LAT A-1 js #2STD 315 - L C=6.5'A=30° SD LIN E A FILTER R A C UR B IN L ET W / I N TE RN A L BYPASS8'x6' FT C B -3 (F 8 ) CB#2 FILTERR A C UR B IN L ET W / I N TE RN A L BYPASS12'x4' FT CB - 3 . 5 ( F 7) CB#3 SD LAT B - 1 SD LAT B-2 SD LAT B-3 SD LAT B-4 SD LAT B-5SD LAT B-6 SD LAT B-8 SD LAT B-7FILTERRA CURB INLET W/ROOF DRAIN SYSTEM8'x6' FTIBP0806-10C (F9)CB#4 CONTECH CURB INLET W/INTERNAL BYPASS10'x8' FTIBC-C06508V8X10-RF (F11)CB#5 4' deepCONTECH CURB INLET W/INTERNAL BYPASS8'x6' FTIBC-C0506V6X8-RF(F10)4' deepCB#6 CONT E CH CU R B I N LE T W / INTER N AL BY P AS S 8'x4' F T I BC 4 .5 0 4V 4 X 8- F R ( F3 ) CB#9CONTEC H C U RB I NL E T W /INTERNA L B Y PA S S8'x4' FTIB C4 . 5 04 V 4X 8 - FL (F 1 )CB#10 FILTE R RA CU R B I N LE T W / IN T ER NA LBYPASSCB#12 6'x4' F T CB - 2FILTERR A C U RB I NL E T W / I N TE R NA LBYPASSCB#116'x4' FTC B -2 ( F2 3 ) SD LAT C -1 SD LAT C - 2 SD LAT C -8 SD LA T C- 7 SD LATERAL D-2our FS=50.4plan #101-5028-782 FS=48.2diff=-2.2EX 42" RC P I N V2 F L= 4 1 .3 4 ( 0 3 /1 2 / 14 )set by Fie l d T o p o S ho t 4 10 6 1 ( 3 6" p i pe )8" VCPTC ELEV 54.9INV=50.9 MH SH A FT # 1 STD 31 0 -L INV=4 3 .9 0 ( 03 / 05 / 1 4 )S=.0117 (03 / 0 5/14 ) INV(SD ) = 40 . 1 1 ( 0 3 /0 5 /1 4 ) INV(SW R ) =4 4 .0 0 ( 03 / 05 / 1 4 ) MH SHAFT #8STD 310-LA=70°SD LAT C - 3 MH SH A FT # 9 STD 31 0 -L A=60°CONTEC H C U RB I NL E T W / INTE R NA L B Y PA S SCB#148'x4' FTIB C 50 4 V4 X 10 - R CONTEC H C U RB IN L ET W /INTERNA L B Y PA S SCB#138'x4' FTIB C5 0 4V 4 X 10 - R SD LAT C - 10 SD LAT C - 9 CONTECH CURB INLET W/INTERNAL BYPASSCB#1710'x8' FTIBC-C06508V8X10-LF FILTERRA CURB INLET W/ INTERNALBYPASSCB#1610'x8' FTIBC-C06508V8X10-LF PERFL=39.6 INV=44 . 4 6 ( 0 3 /0 5 / 14 ) TC ELEV 55.21INV=51.21 Inv3=41. 6 0 ( 0 3 /1 2 /1 4 ) calc'd us i n g S = .0 0 18 f r om I nv 2 (s l o pe s et b y I n v 1- I n v2 ) INV= 4 4 .2 6 (0 3 / 05 / 1 4) INV4 ( S D) = 40 . 3 0 ( 0 3 /0 5 / 14 ) INV5= 4 0 .7 ( 03 / 1 2 /1 4 ) calc'd f r om I nv 2 us i n g S = .0 1 3 ) INV1=42.16 DIPED(03/05/14) S=.013 ( c a lc ' d fr o m I n v 2- I n v4 ) SWR LAT C-1 SWR LAT C-2 SW LINE CSW LINE B SW LINE A SWR LAT B-1 SWR LAT B-2 SW LAT A -1 MHSTD-40 1 - L (W)STD-315 - LL=3' EX. TG 5 0 .3 5 -3' DN ASSUM E D I NV = 4 7. 1 9 FSA-1.5 ' - -> ASSUM ED I NV = 43 . 3 8 (W)(SS)(W)(W)BROOKS 12"X12" CB1212CB INLET W/1212T12 TOP SECTION1212L12 LOWER SECTION(F9) CB#4NO EXTENSION OR MIDDLE SECTIONinv 56.1inv 56.1 inv 56.0inv 55.831.5%top of CB57.5fs=57.8 fs=57.7tc=57.52.2%brooks 2424 B30TG=50.5inv=48.0L=246.4S=.006 INV=4 4 . 8 18"RC P INV=44.4 6 SOFFIT= 4 5. 9 6 18"RCP L=259SMIN=.005brooks 2424 B30TG=50.2inv=47.7 L=51.7 6" pipeS=.006inv=47.6L=18.7S=.042 bottom of footing = 49top of pipe 48.08tg=51.1 tg=51inv=50L=21.6s=0.11 (SD)(G)(G)(G)(G)(G)(G)(G)(G)(G)trench-4.8 DN Top of Pipe-4.5 DN tc=56 . 4 8 tc=56.61 L=288 S=.005 8"pvc inv=49.37 INSTALL 45° 30"ELBOWGFE3045MH SHAFT #STD 310-L??45° 18" ELBOW 30"hdpe(SS)(SS)45° 18" ELBOW INV 47.29INSTALL 18x6REDUCING BELLEDTEE, PRINSCOPART #GFT1806B2 INSTALL 18"-30" WYE45° GFY3018 (E)21"RCP INSTALL 24x6 REDUCINGBELLED TEE, PRINSCO PART#GFT2406B2INSTALL 24x6 REDUCINGBELLED TEE, PRINSCO PART#GFT2406B2 js #9STD 315-LC=3.5'A=60° SD LINE C SD LA T C- 4 js #STD 311-LC=3.25'A=45°inv 56.1 FILTERRA CURB INLET W/ INTERNALBYPASS10'x6' FTCB-3.5 (F12)CB#15FILTERRA CURB INLET W/INTERNAL BYPASS8'x6' FTIBC-C040506V6X8-L(F12XX)CB#15Aflow by TO CB#15 SD LIN E A MH SH A FT # 1 STD 31 0 - L EX. 36" SDFIELD VISIT (1/29/15)EX. 30" SDFIELD VISIT (1/29/15)EX. 33"SD S=0.0012 (old as builts 02/19/15)45° REDUCING WYE,PRINSCO PART #GFY361845° 18" ELBOWGFE1845B2 tg=49.9BROOKS 1212L12 ON1212 BASEtg=50.0BROOKS 1212L12 ON1212 BASETEE GFT0808 43.34inv INSTALL 45° BELLED 18"x18" ELBOW,PRINSCO PART #GFY1845B2 INSTALL 45° BELLED 18"x18 WYE,PRINSCO PART #GFY1818B3INSTALL 18"x8" ECCENTRIC REDUCER,PRINSCO PART #GFR1808 SD LAT D-6-142.16+.004*7=INV2=42.1842.18+.0012*70.7=INV3=42.2742.27+.0012*67=INV4=42.3545° 30" ELBOWGFE3045 ph2 30"ph1 30"ph1 30" interim 45° 30" ELBOWGFE3045 30" to 33" rcpD-1-123 33" RCP to 36" HDPED-1-123W/ 42x36 ECCENTRIC REDUCERGFR4236 36" 45° ELBOWGFE3645EX. 33" RCP EX. 33" RCP NEW 36" HDPE 36" 45° ELBOWGFE3645CONNECTIOND-1-112REDUCING TEEGFT3018 (W)EX. GASREMOVED POINT #2024DIPPED 5/26/11FL=39.53S:\100288\Admin\Pictures\2011-05-26 & Field Note Markups\Field Notes 05-26-11.pdfFL=39.73 (SS)(SS)(SS)(SS)(SS)(SS)(SS)(SS)FILTERR A CU RB I NL E T W / IN T ER NA L BYPASSCB#1A8'x6' FT C B - 3 ( F 2 2)FILTERRA CU RB I NL E T W / IN T ER NA LBYPASSCB#18'x6' F T CB - 3 ( F2 2 ) INSTALL 45° BELLED 18"x18 WYE,PRINSCO PART #GFY1818B3INSTALL 22.5° ELBOW, GFE1822 SD LAT A - 1 SD LAT A-1-1 DOUBLE CHECK BACKFLOWASSEMBLY IRWS STD W-6 FDC 8" WATERMETER STDW-5 45° 18" ELBOW22.5° 18" ELBOW 45° 18" ELBOW22.5° 18" ELBOW 45° 18" ELBOW22.5° 18" ELBOW 45° 18" ELBOW22.5° 18" ELBOW 45° 18" ELBOWGFE1845B2INSTALL30x18 TEEGFT3018 INSTALL 30" 45°ELBOWGFE3045INSTALL 30x18REDUCCERGFR3018 (SS)(SS)(W)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(W)(SS)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)CONTE CH CU R B I N LE T W / INTERN AL B YP AS S 8'x6' FT I BC - C0 6 0 6V 6X 8 - L ( F 6) CB#7CONTEC H C UR B IN L ET W / INTERN A L B Y PA SS 10'x6' FT I BC - C 07 0 6V 6 X1 0 -R ( F5 ) CB#8 (SS)(SS)(SS)(SS)(SS)(SS)(SS)(SS)(SS)(SS)(SD)(SD)(SD)(SD)(SD)(SD)(SD)(SD)(SD)(SD)(SD)(SD)(SD)(SD)(SD)(SD)(SD)(SD)(SD)(W)(SD)(SD)(SD)(SD)(SD)(SD)(W)SSSSSSSDSSSSRDSDSDSDSDSDSDSDSDSDSD SD SD IRR IRRIRRIRRIRRIRR IRR IRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRR IRR IRR IRR IRR IRRIRRIRR IRRIRRIRRIRRIRRIRRSDSDW W W WW WWWWWWWWSSSSSSSSSSSSSSWWWWWWWWWWWWWWWWWWWWWWWPARKINGNOPARKINGNOPARKINGNO PAR KI N GNO Garage RampLobbyLobbyResidentialGarage RampLobbyResidentialAmenityLeasingLobbyLobbyLobbyGarageAmenityResidentialResidentialResidentialResidentialResidentialResidentialResidentialResidentialResidentialRETAILRESTAURANTLOBBYMEPTR.ResidentialJAMBOREE ROADHALF DOME PLACE EMERGENCY VEHICLE ACCESSTO VON KARMAN AVENUE UPTOWN NEWPORT WAY UPTOWN NEWPORT DRIVEUPTOWN NEWPORTDRIVEEXISTING APARTMENTSCAPITAN COURT PROPERTY LINEPROPERTY LINER/WR/WPROPERTYLINEPROPERTYLINEPROPERTY LINEPROPERTYLINE8" SS18'18'216'16'18'18'18" SD18" SD18" SD18" SD18" SD (18') (18')(18')(18')(13')(13') (18')(18')(22')(20')(18')(18')18'18'18'18'EXISTING APARTMENTS8" SS12" DW12" DW 30" SD30" SD12" DW15' BSL℄℄℄℄℄ 27' BSL 15' BSL 15' BSL 18'BSL17'BSL0'BSL EX. FIRE SERVICE & DWTO JAZZ BUILDING,TO BE REMOVED DURING PH2CONSTRUCTION.EX 18" SDTO BE REMOVED DURINGPH 2322221TYP.1TYP.1TYP.1TYP.1TYP.129' R/C6' R/C14' R/C23' R/C12' R/C28' R/C 61' Y / C LOA D I N G Z O N E 8.5'9'30" SD UPTOWN NEWPORT DRIVE(SOUTH ENTRY)R=25'R=35'R=71'22'BSL50' Y/C32' R/C 340' R/C84' R/C 350' Y/C LOADING ZONE1 117' BSL LOADING ZONE1136718" SD℄18" SD℄892UPTOWN NEWPORT WAY UPTOWN NEWPORT WAY230' R/CNOTE:ALL PARKING STALLS HERESHALL BE GREEN CURBSHORT TERM PARKING448.5'8.5'8.5'532' R/C 91' R / C 42' R/C11TYP.1TYP.1TYP.9'TYP.8" SS 1TYP.PA2021-105 OFJOB NO.REVISIONS PLAN CONTROL Plan Set: Date:-SHEETPROJECT UPTOWN NEWPORT - PHASE 2 NEWPORT BEACH, CA UPTOWN NEWPORT LP MASTER SITE DEVELOPMENT - DELTA 1 A03/19/21 03/19/21 GMF JUAB 03/19/21 Drawing Name: P:\S\SHOPUNDC0001\0400CAD\EC\SHEETS\Master Site Development\Phase 2\EC-PK-001-UN Phase II.dwg Tab: C8 PARKING PLAN Last Opened: Apr 09, 2021 - 4:51pm by: Juab 23UPTOWN NEWPORT LPNO. 85617REGISTER E D PROFESSIONAL ENGINEERSTATE OF CALI FOR NIACIVIL J US T I N A BROWNEXP. 9/30/22®Phone: 714.665.4500Tustin California 92780-194717782 17th Street Suite 200C-88PRELIMINARY PARKING IMPROVEMENT PLAN PRELIMINARY PARKING IMPROVEMENT PLAN1"= 40'scalefeet4004080MATCHLINE - SEE SHEET C-7 6GENERAL NOTE:BUILDING ENVELOPES AND ON-SITE UTILITIESARE CONCEPTUAL ONLY.ABBREVIATIONSINVINTBSLINVERTINTERSECTIONBUILDING SETBACK LINEFFFINISH FLOORFLFLOWLINEFSFINISH SURFACEHPHIGH POINTLPLOW POINTPEPAD ELEVATIONPVCPOLYVINYL CHLORIDECENTERLINE℄DWDOMESTIC WATEREX.EXISTINGPR.PROPOSEDNTSNOT TO SCALEHDPEHIGH DENSITY POLY ETHYLENELAT.LATERALRCPREINFORCED CONCRETE PIPESDSTORM DRAINSSSANITARY SEWERSMHSEWER MANHOLETCTOP OF CURBMWSMODULAR WETLANDS SYSTEMUTILITIES LEGENDDOMESTIC WATERSEWERGASELECTRICALSTREET LIGHTEX. WALLSTORM DRAINEX. GAS(G)EWSSEX. WATER(W)GLEGENDRED CURB, R/CYELLOW CURB, Y/C (NO PARKING)1INSTALL 4" SOLID WHITE PARKING STALL AS SHOWN PER DETAIL A HEREON2INSTALL RED CURB AS SHOWNCONSTRUCTION NOTES3INSTALL YELLOW CURB AS SHOWN45INSTALL ACCESSIBLE PARKING AS SHOWN - CALTRANS DETAIL A90AINSTALL 4" SOLID WHITE PARKING STRIPE AS SHOWN6INSTALL R1-1 STOP SIGN7INSTALL 12" WHITE CROSSWALK AND/OR LIMIT LINE AS SHOWN8INSTALL PAVEMENT MARKING - CALTRANS DETAIL A24D9INSTALL 4" YELLOW NO PASSING ZONES - TWO DIRECTIONS - CALTRANS DETAIL 22(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(T)(T)(E)(E)(E)(T)(T)(T)(T)(T)(T)(E)(E)(E)(E)(E)(E)(E)(E)(E)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)NOPARKINGT (G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)js #11MH SHAFT #6STD 310-LA=60°CONTECH CURB INLET W/INTERNAL BYPASS8'x4' FTIBC4.504V4X8-FR (F3)CB#9CONTECH CURB INLET W/INTERNAL BYPASS8'x4' FTIBC4.504V4X8-FL (F1)CB#10FILTERRA CURB INLET W/ INTERNALBYPASSCB#126'x4' FTCB - 2 FILTERRA CURB INLET W/ INTERNALBYPASSCB#116'x4' FTCB-2 (F23)SD LAT C-8SD LAT C-7MH SHAFT #9STD 310-LA=60°CONTECH CURB INLET W/INTERNAL BYPASSCB#148'x4' FTIBC504V4X10-RCONTECH CURB INLET W/INTERNAL BYPASSCB#138'x4' FTIBC504V4X10-RSD LAT C-10SD LAT C-9 SWR LAT C-2EX. TG 50.35-3' DN ASSUMED INV=47.19FSA-1.5' -->ASSUMED INV=43.38tc=56.48tc=56.61 js #9STD 315-LC=3.5'A=60°SD LINE CSD LAT C-4(W)(W)(SD)(SD)(SD)W W W W WWWWWWWWWWWWPARKINGNO LeasingLobbyResidentialResidentialResidentialACCESS TOBIRCH STREETBIRCH STREETJAMBOREE ROADUPTOWN NEWPORT WAYR/WPROPERTYLINEPROPERTYLINEPROPERTY LINEPROPERTYLINEPROPERTYLINEPROPERTY LINEPROPERTYLINE16'16' 8" SS16'16'18'18'18" SD18" SD(18')(18')(18')(18')18'18'(30')R=750'12" DW8" SS8" SS12" DW12" DW 15'BSL15' BSL 15' BSL ℄EX. FIRE SERVICE & DWTO JAZZ BUILDING,TO BE REMOVED DURING PH2CONSTRUCTION.EX 18" SDTO BE REMOVED DURINGPH 2EX 18" SDTO BE REMOVED DURINGPH 2EX 21" SDTO BE REMOVED DURINGPH 28.5'9'R=25'R=35'R=71'22'BSL50' Y/C32' R/C 340' R/C220' R/C84' R/C 350' Y/CLOADING ZONE1 117'BSL LOADING ZONE11350' Y/CLOADING ZONE1136718" SD℄18" SD℄℄89922UPTOWN NEWPORT WAY UPTOWN NEWPORT WAY230' R/C13'13'NOTE:ALL PARKING STALLS HERESHALL BE GREEN CURBSHORT TERM PARKING448.5'8.5'8.5'532' R/C 91' R/C 18" SD82' R/C42' R/C36' R/C36' R/C11TYP.1TYP.1TYP.R=400'1TYP.1TYP.9'TYP.8" SS 1TYP.PA2021-105