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R_7008_S
PROJECT SITE VICIN TY MAP NOT O SCALE ABBRE IATIONS AC BB BEG BF BOTW BSW BW C&G CIP CP CSP CMB CNB CTB E EB EG EP ESA FG FL FS FW GB GL HWY INV LOL MAX MIN MOD MUTCD N NO. OG PCC PED PL ASPHALT CONCRETE BEGIN BRIDGE BEGIN BOTTOM OF FOOTING BOTTOM OF WALL BACK OF SIDEWALK BACK OF WALL CURB AND GUTTER CAST IN PLACE CROWN POINT CALTRANS STANDARD PLANS CRUSHED MISCELLANEOUS BASE CITY OF NEWPORT BEACH CEMENT-TREATED BASE EASTING END BRIDGE EXISTING GRADE EDGE OF PAVEMENT ENVIRONMENTALLY SENSITIVE AREA FINISH GRADE FLOW LINE FINISHED SURFACE FACE OF WALL GRADE BREAK GUTTER LIP HIGHWAY INVERT ELEVATION LAYOUT LINE MAXIMUM MINIMUM MODIFIED MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES NORTHING NUMBER ORIGINAL GROUND PORTLAND CEMENT CONCRETE PEDESTRIAN PROPERTY LINE PVMT R/W SSPWC STD SW TC TF TP TSW TW VAR PAVEMENT RIGHT OF WAY STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD SIDEWALK TOP OF CURB TOP OF FOOTING TOP OF PAVEMENT TOP OF SIDEWALK TOP OF WALL VARIES EMERGENCY TEL I PHONE NUMBERS SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPANY AT&T TELEPHONE COMPANY CITY OF NEWPORT BEACH UTILITIES DEPARTMENT ORANGE COUNTY SANITATION DISTRICT TIME WARNER CABLE COX COMMUNICATIONS CROWN CASTLE MCI VERIZION BUSINESS DAY (800)624-8153(800)611-1911(800)332-1321(949)644-3011(714)962-2411(714)542-6222(844)780-6054(888)632-0931(800)624-9675 NIGHT (949)644-3717 PUBLIC WORKS DEPA.RTMENT SUPERIOR AVENUE PEDESTRIAN!/ BICYCLE BRIDGE AND PARKING LOT CONTRACT NO. 802(!)-6 PROJECT NO. 15TQ9 CML-51 (031) APPROVED:cn_1/!_tJ_. _0�---+DAVID A. WEB B, P.E., PUBLIC WORKS DIRECTOR M.HOULIHAN, P.E., DEPUTY PWD / CITY ENGINEER SUNSET RIDGE PARK NOT TO SCALE DATE: 7-'Z � -aJZZ- DATE: CJ/ 2.1/�zz_ GENERAL NOTES 1.ALL WORK DETAILED ON THESE PLANS TO BE PERFORMED UNDER CONTRACT SHALL CONFORMTO TITLE 15 OF THE NEWPORT BEACH MUNICIPAL CODE (NBMC), AND SHALL BE CONSTRUCTEDIN ACCORDANCE WITH THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION".2015 EDITION INCLUDING SUPPLEMENTS TO DA TE, AND "CAL TRANS STANDARD SPECIFICATIONS".2018 EDITION, EXCEPT AS OTHERWISE STATED IN THIS CONTRACT'S SPECIAL PROVISIONS.2.ANY DISCREPANCY IN THE DRAWINGS OR SPECIFICATIONS SHALL BE CALLED TO THE ATTENTIONOF THE ENGINEER. FAILURE TO DO SO WILL PLACE RESPONSIBILITY OF THE CONTIRACTOR FORCORRECTION.3.ANY WORK NOT INDICATED ON THE DRAWINGS BUT CALLED FOR IN THESE SPECIFICATIONS, ORVICE-VERSA, SHALL BE FURNISHED AND PEliWORMED AS THOUGH SPECI FICALLY INDICATED ANDCALLED FOR IN BOTH. ANY WORK NOT INSTALLED ACCORDING TO DRAWINGS ANOSPECIFICATIONS OR ORDINANCES AND LAWS SHALL BE REPLACED AT CONTRACTOR'S EXPENSE.4.A STAMPED SET OF APPROVED PLANS SHALL BE ON THE JOB SITE AT ALL TIMES.5.ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR,DIMENSION, ANO FINISHTO ADJOINING IMPROVEMENTS, UNLESS NOTED OTHERWISE.6.P C.C. SHALL BE CLASS 560-C-3250 UNLESS NOTED OTHERWISE.7.PROPOSED PAVEMENT AND CURB AND GUTTER SHALL JOIN AND MATCH LINE ANO GRADE OFEXISTING IMPROVEMENTS UNLESS NOTED OTHERWISE.8.OUST SHALL BE CONTROLLED BY WATERING AND/OR DUST PALLIATIVE.9.SANITARY FACILITIES SHALL BE MAINTAINED ON THE SITE DURING THE CONSTRUCTION PERIOD.1Q. EXISTING UNDERGROUND UTILITIES ARE SHOWN AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYlNG THE ACTUAL LOCATION AND ELEVATION IN THE FIELD PRIOR TO BEGINNING CONSTRUCTION AND TAKE ALL THE PRECAUTIONARY MEASURES TO PROTECT ALL THE UTILITY LINES SHOWN ON THESE PLANS AND ANY OTHER LINES NOT SHOWN ON THESE PLANS AND DOCUMENT ALL SUCH LINES ON THE PROJECT AS BUILT PLAN. 11.CONTRACTOR SHALL ADJUST CITY UTILITIES (e.g. WATER VAULTS, WATER VALVES, SCO, SURVEYMONUMENTS, SEWER AND STORM DRAIN MANHOLES) FRAMES AND COVERS TO FINISHED GRADEPER CITY STANDARDS. ALL OTHER UTILITIES SHALL BE ADJUSTED TO GRADE BY OTHERS12.APPROVED DRAINAGE PROVISIONS AND PROTECTIVE MEASURES MUST BE USED TO PROTECTADJOINING PROPERTIES DURING THE GRADING OPERATION.13.HAUL ROUTES FOR IMPORT OR EXPORT OF MATERIALS SHALL BE APPROVED BY THE C1'TYENGINEER.14.POSITIVE DRAINAGE SHALL BE MAINTAINED AWAY FROM ALL BUILDING AND SLOPE AREAS.15.ALL PLASTIC DRAINAGE PIPES SHALL CONSIST OF PVC OR ABS PLASTIC AND EITHER ASTM 16. 17. 18. 2751, ASTM D1527, ASTM 03034 OR ASTM D1785.NO PAINT, PLASTER, CEMENT, SOIL, MORTAR OR OTHER RESIDUE SHALL BE ALLOWED TO ENTERSTREETS. CURBS, GUTTERS OR STORM DRAINS. ALL MATERIAL ANO WASTE SHALL BE REMOVEDFROM THE SITE. NBMC 17.32.020.CONTRACTOR SHALL BE RESPONSIBLE TO PREPARE A SWPPP PER THE PROJECT SPECIALPROVISIONS SECTION 7-8.6.3.CONTRACTOR SHALL ENSURE THAT ALL TEMPORARY BMPS ARE REMOVED FROM SITE UPONCOMPLETION OF WORK. BMPS SUCH AS SANDBAGS, SHALL NOT ENTER THE STORM DRAINSYSTEM.19.CONTRACTOR TO RESTORE ALL EXISTING DISTURBED LANDSCAPED AREAS TO ORIGINALCONDITIONS. BASIS OF COORDINATES THE DISTANCES, COORDINATES AND BEARINGS SHOWN HEREON ARE BASED UPON THE NORTH AMERICAN DATUM OF 1983 AS PROVIDED IN THE AERIAL MAPPING GROUND CONTROL TARGETSPROVIDED BY THE CITY OF NEWPORT BEACH. THIS SURVEY TIED TO AERIAL TARGETS 5 AND 6 (AT5 AND AT6) OF THE CITY OF THE CITY OF NEWPORT BEACH AERIAL MAPPING FILE. ALL DISTANCES AND COORDINATES ARE EXPRESSED IN US SURVEY FOOT UNITS ----------------------------------------"' BENCHMARK -C: 1-----------------------------------------1� NAME: NB2-7-77 E DESCRIPTION: FOUND 3 3/4" OCS ALUMINUM BENCHMARK DISK STAMPED "NB2-7-77", SET IN THE (2. SOUTHWEST CORNER OF A 7 FOOT BY 4.5 FOOT CONCRETE CATCH BASIN. THE MONUMENT IS LOCATED '.'-: IN THE SOUTHEAST CORNER OF THE INTERSECTION OF SUPERIOR AVENUE AND PACIFIC COAST HIGHWAY, -300 FEET EASTERLY OF THE CENTERLINE OF SUPERIOR AVENUE AND 48 FEET SOUTHERLY OF THE 1. MEDIAN ALONG PACIFIC COAST HIGHWAY. MONUMENT IS SET LEVEL WITH THE SIDEWALK. N N '-. ELEVATION: 8.565 NAVD88 (2015) 1-----------------------------------------t· 0 SHEET INDEX CJ' � 1-----------------------------------------t ,:, 2 3 4-56-910-1112-1415-1718 19-2021 22-23 TITLE SHEET GENERAL NOTES, LEGEND, KEY MAP SURVEY CONTROL TYPICAL SECTIONS SITE PLAN CONSTRUCTION DETAILS GRADING PLAN EROSION CONTROL PLAN EROSION CONTROL DETAILS STORM DRAIN PLAN STORM DRAIN PROFILE STORM DRAIN DETAILS 24-26 UTILITY AND LIGHTING PLAN 27 28-3031 32-3435 36 37-3839 40-5657-7172-7374-77 TRAFFIC SIGNAL MODIFICATION PLAN SIGNING AND STRIPING PLAN RETAINING WALL KEY MAP SEGMENTAL RETAINING WALL PLAN SEGMENTAL RETAINING WALL DETAILS CIP RETAINING WALL PLAN AND PROFILE CIP RETAINING WALL DETAILS RETAINING WALL CABLE RAILING DETAILS LANDSCAPE PLAN STRUCTURE PLAN STAIRWAY DETAILS LOG OF TEST BORINGS <1) ..c: {J) 0 I {J) I C) I"'" co " 0) "' �I .c "' .0 ::, Q_ 0 <( /a. ,/ 0 V 0 C-8020-6 • ;;,-1--------------------+----.-----------------.._------------------------------.---------------------1---,-----------.-------------.------------1.._---------.---------------------------------1.s CALL TOLL FREE 1-800-227-2600 BEFORE YOU DIG DE 14WP!!AZEEROAD wm1w DOKKEN� EN131NEERINiB SAN tlll<".O. CA 9.tl.08 (858) �l4-�77 REVIEWED: APPROVAL RECOMMENDED: APPROVAL RECOMMENDED: TITLE SHEET 0 0 CL a. MARK TARRALL -??1�� i C: UE PEDESTRIAN / BICYCl!.E. AND PARKING LOT RCE 71953 ' MIC MARTIN MARK VUKOJEVIC, P.E. T-1 ;;; CONSULTING ENGINEERS NAME DEPUTY DIRECTOR OF PUBLIC WORKS UTILITIES DIRECTOR v 1-----------------------r---------1/ CJVJ\, DESIGNED DRAWN: R 7008 s "' C"' 1----F'+F ___cs DATE 'l 71 2'DATE·._�r_-_2_,_· _2.z.__ CITY OF NEWPORT BEACH 1--------· ----1l ..._ ________________ ...,.. __ __. __________________________________________ .__ _____________________ -____ _,_cH_E_cK_E _D _= _M"'-T'""-D-ATE.;;9 ... = 2_0..,2_0_22;.i... __ = __ -___ � __ < ___ _,_ ________ ....., _____ P_u_s_L_1_c_w_o_R_K_s_o_E_P_A_R_T_M_E_N_r ___ .....,_s_HE_E_T_1_o_F_7_7__,� CITY OF COSTA MESA y RECORD DRAWINGS These Record Dra\Mngs have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible to its accuracy, nor for errors or omissions 'M'lich may have been incorporated into these plans as a result. • Sl'TE MAP , I I SUPERIOR AVEN BRIDGE ..... ., ~ i= I co E ., SUP E R I O R A V E WEST C O A S T H I G H W A Y R-7008-S 77 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SUPERIOR AVENUE PEDESTRIAN / BICYCLE GENERAL NOTES, LEGEND, KEY MAP BRIDGE AND PARKING LOT C-8020-6 T-2 KEYMAP REQUIRED INSPECTIONS: GRADING FILL/CUTS SP-1 EC-1 UT-1 SS-1 SP-2 GR-2 EC-1 SD-1 UT-2 SS-2 SP-3 GR-3 EC-3 SD-2 UT-3 SS-3 2 CONSTRUCTION ACCESS CONSTRUCTION ACCESS 1''=150' CONSTIRUCTION CONTIRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTIRUCTION PRACTICES, CONSTRUCTION CONTIRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTIRUCTION CONTIRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. ALL WORK SHALL COMPLY WITH THE RECOMMENDATIONS SET FORTH IN THE APPROVED GEOTECHNICAL INVESTIGATION PREPARED BY EARTH MECHANICS, INC. DATED MAY 13, 2021. RECORD DRAWINGS These Record DravVings have been prepared based on information submitted, in part, by others. While th is information is believed to be reliable, City of Newport Beach is not responsible to its accuracy, nor for errors or omissions \o\onich may have been incorporated into these plans as a result. .. · -------~~~ .. -c.-·''··t('· DE 1.(60 J'BAZli:E ROAD stJITB 100 SAN Dll!IGO, CA 02108 DOKKEN ENBINEERINB (858) 51,-8877 1. A PRE-GRADING MEETING SHALL BE SCHEDULED 48 HOURS PRIOR TO START OF GRADING WITH THE FOLLOWING PEOPLE PRESENT: OWNER, GRADING CONTRACTOR, DESIGN CIVIL ENGINEER, SOILS ENGINEER, GEOLOGIST, ENGINEER OR THEIR REPRESENTATIVES. 2. A PRE-PAVING MEETING SHALL BE SCHEDULED 48 HOURS PRIOR TO START OF THE SUB-GRADE PREPARATION FOR THE PAVING WITH THE FOLLOWING PEOPLE PRESENT: OWNER, PAVING CONTRACTORS, DESIGN CIVIL ENGINEER, SOILS ENGINEER, ENGINEER OR THEIR REPRESENTATIVES. REQUIRED FIELD INSPECTIONS WILL BE OUTLINED AT THE MEETING. 1. ALL GRADING WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE REQUIREMENTS AND RECOMMENDATIONS CONTAINED IN THE GEOTECHNICAL REPORT FOR SUPERIOR AVENUE PEDESTRIAN / BICYCLE BRIDGE AND PARKING LOT PROJECT. 2. GRADED SLOPES SHALL BE NO STIEEPER THAN 2 HORIZONTAL TO 1 VERTICAL. 3. FILL SLOPES SHALL BE COMPACTED TO NO LESS THAN 90 PERCENT RELATIVE COMPACTION OUT TO THE FINISHED SURFACE. 4. ALL FILLS SHALL BE COMPACTIED THROUGHOUT TO A MINIMUM OF 90 PERCENT RELATIVE COMPACTION AS DETERMINED BY ASTM TEST METHOD 1557, AND APPROVED BY THE SOILS ENGINEER, COMPACTION TIESTS SHALL BE PERFORMED APPROXIMA TIEL Y EVERY TWO FEET IN VERTICAL HEIGHT AND OF SUFFICIENT QUANTITY TO ATTEST TO THE OVERALL COMPACTION EFFORT APPLIED TO THE FILL AREAS. 5. AREAS TO RECEIVE FILL SHALL BE CLEARED OF COMPRESSIBLE SUPERFICIAL MATIERIALS INCLUDING VEGETATION, TOPSOIL, LOOSE OR SOFT ALLUVIUM, DRY OR SATURATED SOIL, WET, UNSTABLE, OR OTHERWISE UNSUITABLE MATERIAL AND APPROVED BY THE SOILS ENGINEER PRIOR TO PLACING OF THE FILL. 6. A MINIMUM OVEREXCAVATION AND RECOMPACTION OF 24 INCHES IS REQUIRED WITHIN ALL AREAS TO RECEIVE COMPACTED FILL, AND THE OVEREXCAVATION DEPTH IS MEASURED FROM EXISTING GRADE. THE OVEREXCAVATION SHOULD EXTEND HORIZONTALLY A MINIMUM DISTANCE OF 24 INCHES FROM EDGES OF NEW FILLS. 7. ONSITE BEDROCK AND CONTAMINATED SOILS SHALL NOT BE RE-USED AS COMPACTED FILL. OTHER EXCAVATED ONSITE SOILS MAY BE REUSED AS COMPACTED FILL UNLESS OTHERWISE SPECIFIED IN THE GEOTECHNICAL REPORT, CONTRACT PLANS OR SPECIFICATIONS. 8. IN CUT AREAS, THE MINIMUM OVEREXCAVATION AND RECOMPACTION DEPTH IS 12 INCHES, RELATIVE TO THE GRADING PLANE (FINISH SUBGRADE). 9. FILLS SHALL BE KEYED OR BENCHED INTO COMPETENT MATERIAL. 10. ALL EXISTING FILLS SHALL BE APPROVED BY THE SOILS ENGINEER OR REMOVED BEFORE ANY ADDITIONAL FILLS ARE ADDED. 11. ANY EXISTING IRRIGATION LINES AND CISTERNS SHALL BE REMOVED OR CRUSHED IN PLACE AND BACKFILLED BY THE CONTRACTOR. 12. THE EXACT LOCATION OF THE SUBDRAINS SHALL BE SURVEYED IN THE FIELD FOR LINE AND GRADE. 13. ALL TRENCH BACKFILLS SHALL BE COMPACTED THROUGHOUT TO A MINIMUM OF 90 PERCENT RELATIVE COMPACTION, AND APPROVED BY THE SOILS ENGINEER. 14. THE STOCKPILING OF EXCESS MA TERI AL SHALL BE APPROVED BY THE ENGINEER. 15. LANDSCAPING OF ALL SLOPES AND PADS SHALL BE IN ACCORDANCE WITH TITLE 15 OF THE NBMC. 16. THE CITY'S QUALIFIED GEOTECHNICAL PERSONNEL WILL PERFORM INSPECTIONS AND TESTING DURING THE FOLLOWING STAGES OF CONSTRUCTION: GRADING OPERATIONS, INCLUDING TIEMPORARY AND PERMANENT EXCAVATIONS AND PLACEMENT OF COMPACTIED FILL, PLACEMENT OF REINFORCEMENT AND BACKFILL FOR SEGMENTAL WALLS, BACKDRAIN INSTALLATION AND BACKFILLING OF RETAINING WALLS, PLACEMENT OF SUBDRAIN PIPES AND PREFABRICATIED GEOCOMPOSITE DRAINS, SHORING INSTALLATION, IF NECESSARY, FOOTING EXCAVATIONS, PREPARATION OF FOUNDATION SUBGRADES, PILE DRIVING, REMOVAL OF EXISTING PAVEMENT STRUCTURAL SECTIONS, CURB AND GUTTER, AND CONCRETE SIDEWALK, PREPARATION OF PAVEMENT SUBGRADE, PLACEMENT OF AGGREGATE BASE AND SURFACE. 17. CONTRACTOR SHALL PROVIDE A HAZARDOUS MATIERIALS SPECIALIST THAT WILL BE PRESENT ONSITE DURING EXCAVATION ACTIVITIES TO ADVISE ON THE HANDLING AND DISPOSAL OF THESE MATERIALS. REVIEWED: FRANKLIN FLORES RCE 83123 DESIGN ENGINEER'S NAME DESIGNED: DRAWN: REVIEWED: ~!~ SENIOR CIVIL ENGINEER r==:::::-__ FF-t-:c-:-::::---c_st---+-----+-------------------+------IDATE __ ..,<9,_,/2.,o,_/2.,.,0"'2.,_2 __ CHECKED: DA TE: MT 9 20 2022 NO. DATE DESCRIPTION OF REVISIONS APPROVED <Jl 0 ~ C 0 <Jl u E 0 <Xl -.. - N N '-01 -'-01 0 Cl' ,. -c:, r,i " ~ 0 z -c:, C C C. C :::, >, " "' I N 0 I U) I u I Ul ... CD N ,,.... --Ul ,,.... .c u C " (I] I ~ ~ 0 C. ,. " z I " > <l'. I ~ 0 ·.:: " C. ::, u,I Ul ... CD N SHEET OF ,,.... ti: R-7008-S 77 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SUPERIOR AVENUE PEDESTRIAN / BICYCLE SURVEY CONTROL BRIDGE AND PARKING LOT C-8020-6 T-3 3 SURVEY CONTROL PLAN SCALE: 1" = 80' SUPERIOR AVEN U E WE S T C O A S T H I G H W A Y & 6259 (INTERSECTION OF CANAL STREET & CANAL CIRCLE) -; LEGEND: & PROJECT CONTROL RECORD DRAWINGS These Record DravVings have been prepared based on information submitted, in part, by others. While th is information is believed to be reliable, City of Newport Beach is not responsible to its accuracy, nor for errors or omissions \o\onich may have been incorporated into these plans as a result. ON SITE PROJECT CONTROL POINTS POINT NO. NORTHING EASTING NAVD88 DESCRIPTION ELEVATION AT5 217 4565.650 6048112.630 50.34 AERIAL TARGET AT6 2174404.210 6047734.560 8.99 AERIAL TARGET NB 2-7-77 217 4275.231 6047720.236 8.56 BENCHMARK NB2-7-77 6259 2177583.080 6044374.350 7.28 ocs 6259 SET CHISELED 'X' IN 10002 2174740.601 6047490.843 38.20 CONCRETE STORM DRAIN STRUCTURE 10003 2174569.444 60479900.403 40.09 SET CHISELED 'X' IN CONCRETE WALK 10004 217 4669.605 6048055. 778 43.78 SET CHISELED 'X' IN CONCRETE WALK 11000 2173970.126 6047591.561 6.49 FOUND PUNCHED DISC IN WELL, DOWN 1 O" • 10004 --.... --.... --.... --.... --.... --.... BENCHMARK NAME: NB2-7-77 DESCRIPTION: FOUND 3 3/4" OCS ALUMINUM BENCHMARK DISK STAMPED "NB2-7-77", SET IN THE SOUTHWEST CORNER OF A 7 FOOT BY 4.5 FOOT CONCRETE CATCH BASIN. THE MONUMENT IS LOCATED IN THE SOUTHEAST CORNER OF THE INTERSECTION OF SUPERIOR AVENUE AND PACIFIC COAST HIGHWAY, 300 FEET EASTERLY OF THE CENTERLINE OF SUPERIOR AVENUE AND 48 FEET SOUTHERLY OF THE MEDIAN ALONG PACIFIC COAST HIGHWAY. MONUMENT IS SET LEVEL WITH THE SIDEWALK. ELEVATION: 8.565 NAVD88 (2015) ~ --------------- 0 ------------0 0 0 0 0 --0 0 0 -------· - BASIS OF COORDINATES: (NAD83) THE DISTANCES, COORDINATES AND BEARINGS SHOWN HEREON ARE BASED UPON THE NORTH AMERICAN DATUM OF 1983 AS PROVIDED IN THE AERIAL MAPPING GROUND CONTROL TARGETS PROVIDED BY THE CITY OF NEWPORT BEACH. THIS SURVEY TIED TO AERIAL TARGETS 5 AND 6 (AT5 AND AT6) OF THE CITY OF THE CITY OF NEWPORT BEACH AERIAL MAPPING FILE. ALL DISTANCES AND COORDINATES ARE EXPRESSED IN US SURVEY FOOT UNITS. POINT NO. AT5 AT6 <7? ---·---------~ c:::::; ----- -- NORTHING 2174565.65 2174404.21 LISA M. HENSTRIDGE SPIVAK \ \ I I / = ---------------------- - • ---- 0 0 0 0 0 0 -0 0 ------ EASTING DESCRIPTION 6048112.63 AERIAL TARGET 6047734.56 AERIAL TARGET SURVEYORS STATEMENT THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF THE PROJECT PROPOSAL BY DOKKEN ENGINEERING. THE LAND SURVEYING AND MAPPING WAS COMPLETED AT THE REQUEST OF DOKKEN ENGINEERING. THE FIELD WORK WAS COMPLETED ON 08-18-2020. LISA HENSTRIDGE SPIVAK I I ----- • . I I I / --- LS 7177 n--- 05/24/21 DATE ---- en 0 ~ C 0 en u E 0 00 "' ;, cl 0 L ~ C 0 0 >, " > L :::, (/] I ,,., 0 I (/] I 01 LO st <O N / -5-.c u 0 " wl ~ L 0 Q_ ;, .-------------------------------.-------------,---,-------.----------------------,----,------------,--------------------------------10J zl DE 1.(60 J'BAZli:E ROAD stJITB 100 SAN Dll!IGO, CA 02108 DOKKEN ENIJINEEAINIJ (858) 51,-8877 REVIEWED: LISA M. SPIVAK LS 7177 DESIGN ENGINEER'S NAME DESIGNED: DRAWN: REVIEWED: ~!~ SENIOR CIVIL ENGINEER !; ~I 0 ·.:: " Q_ :::, f------------------------,----------1(/]I LO st t-:::-=~--t-::-:=---1---+-----t----------------------t-----; DATE __ ~9,../2=0'-'-/=20=2=2__ f-----------1 '° CHECKED: DA TE: ~ g 20 2022 NO. DATE DESCRIPTION OF REVISIONS APPROVED SHEET OF _________________________________________________ ..... _________________________________ .... __ ..... _ ..... _ ..... ____ .... ___________________ ..... _____________ ..... _____________________________ a: R-7008-S 77 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SUPERIOR AVENUE PEDESTRIAN / BICYCLE TYPICAL SECTIONS BRIDGE AND PARKING LOT C-8020-6 XS-1 TYPICAL SECTION: WEST COAST HIGHWAY AND PLAZA SECTION C-C NO SCALE TYPICAL SECTION: SUPERIOR AVE AND PLAZA SECTION A-A NO SCALE TYPICAL SECTION: WEST COAST HIGHWAY AND PLAZA SECTION B-B NO SCALE 4 SUPERIOR AVE SEGMENTAL WALL 1 LOL (9') EXIST SW R/W 3' SWALE CABLE RAILING TYPE A "RWALL1" STA 10+00.00 TO STA 13+20.00 CABLE RAILING TYPE B "RWALL1" STA 13+20.00 TO STA 16+81.96 SEE SHEET RW-9 --------1.5'-21'-------~ FG I MAX HEIGHT 1 o· 9' --- 3'-6' I--0.5' PARKING LOT PLAZA ·•. PLANTING AREA 2% MAX SEGMENTAL WALL 1 EMBEDMENT DEPTH 4" PCC --~(DETERMINED BY BLOCK MANUFACTURER) - ------ SEGMENTAL WALL 2 LOL - --- i---5•---i PARKING LOT 4" AC 6" CMB 6" TYPE B PCC CURB PER CNB STD 182 o.5'-J PLANTING AREA SEGMENTAL WALL 2 CABLE RAILING TYPE A SEE SHEET RW-9 i--e--------1 o· ---+->----14• -----1 FUTURE f MAX HEIGHT 13' PED/BIKE RAMP ~-----'-----r EMBEDMENT DEPTH L (DETERMINED BY BLOCK MANUFACTURER) o.s'-j ·. --------------- RECORD DRAWINGS These Record DravVings have been prepared based on information submitted, in part, by others. Wh ile th is information is believed to be reliable, Crty of Newport Beach is not responsible torts accuracy, nor for errors or omissions \o\onich may have been incorporated into these plans as a result. DE 1460 l'BAZli:I ROAD SlllTE 100 SAN DmOO, Ci 91!108 SEGMENTAL WALL 1 DOKKEN E N GI I N E E R I N GI (BM) 51'--89"1"1 PARKING LOT PLAZA 7.5'-14' PLANTING AREA 2% MAX 2· r 0.5' -I ' PCC (COLORED) - - - -- SEGMENTAL WALL 1 LOL CABLE RAILING TYPE A -- - ---- "RWALL1" STA 10+00.00 TO STA 13+20.00 CABLE RAILING TYPE B "RWALL1" STA 13+20.00 TO STA 16+81.96 SEE SHEET RW-9 I . . •·. SEGMENTAL WALL 1 - ----- - - -1- - L OG ------7 V EXISTING : RETAINING MAX HEIGHT 22' WALL I I L ......_ ..._ SEGMENTAL WALL 1 LOL CABLE RAILING TYPE A "RWALL1" STA 10+00.00 CABLE RAILING TYPE B "RWALL1" STA 13+20.00 SEE SHEET RW-9 I TO STA 13+20.00 TO STA 16+81.96 R/W 20'-30' ------------~---(11') EXIST SW FG "-. ~--+-'L EMBEDMENT DEPTH (DETERMINED BY BLOCK MANUFACTURER) M R/W -------------20'-30' --------~~--------------(11') .._ -EXIST SW ------1-3. 7' -9. 7' FG ~ EXISTING ~ RETAINING WALL I I L L__-+.JL EMBEDMENT DEPTH (DETERMINED BY BLOCK MANUFACTURER) '-"-...,A...,,'-._.A._,,____A._,A__,..___.A.._./'-..,A....,,..___"-._,A._.A._,,..____,.-...A..._,,,.._,,~ REVIEWED: ffi 4/10/23 WALL LAYOUT REVISED Y<'BFESSJ \N M 5/10/23 RFI 30 FRANKLIN FLORES RCE 83123 DESIGN ENGINEER'S NAME DESIGNED: DRAWN: C/VU., FF cs CA\, CHECKED: DATE: MT 9 20 2022 NO. DATE DESCRIPTION OF REVISIONS WEST COAST HWY ~-=c=----- REVIEWED: ~!~ SENIOR CIVIL ENGINEER DATE 9/20/2022 APPROVED rn 0 -C C rn u E C. Ol 0 .;i: I') N '-. 0 '-"' 0 CT> !< "O -0 0 1/1 X I -st 0 I 1/1 I u I "' -st <D N / --'.'.?, .c u C Q) ID I -~ 0 C. !< Q) z I Q) > <1'. I ~ 0 ·.::: Q) C. ::, 1/11 "' -st <D N SHEET OF / ti: R-7008-S 77 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SUPERIOR AVENUE PEDESTRIAN / BICYCLE TYPICAL SECTIONS BRIDGE AND PARKING LOT C-8020-6 XS-2 TYPICAL SECTION: EAST PARKING LOT SECTION E-E NO SCALE TYPICAL SECTION: DRIVEWAY SECTION D-D NO SCALE 5 ,,.,...,,... ----------- 4" AC 6" CMB --------.......... ...._ OG \ ---EAST~N-. __ \ PARKING LOT -- 6" TYPE A PCC C&G PER CNB STD 182 10· -16.5' i---8' -----<-i--------PLANTING AREA - FL/TC ~ 28' DRIVEWAY SIDEWALK PER CNB STD 180 6" TYPE A PCC C&G {MOD) PER DETAIL ON SHEET SP-1 _-.J 2· FL 55.00 . VAR I ---------- CABLE RAILING TYPE B SEE SHEET RW-9 FL/TC ------ GB 4" AC 6" CMB ----------- 6" TYPE A PCC C&G WITH KEY {MOD} PER DETAIL ON SHEET SP-1 112' PARKING LOT FL/TC 9' i---PLANTING __ _, AREA 6" TYPE B PCC CURB PER CNB STD 182 ---------- GB WESTERN PARKING LOT 3% MAX --- 4" AC 6" CMB ------------- -.......... FL/TC -.......... -.......... -........... ..... "' 0 -C 0 "' () E 0 IX) CIP RETAINING WALL 4 ji,_,---5' --i-------19' ---------f--------------35' ____________ _,.-i.t-· 4' ·--ii-•-----17' PLANTING . • AREA 3% MAX 3% MAX 3% MAX 37' --------------J.--5' ~ PLANTING 3% MAX AREA RECORD DRAWINGS These Record DravVings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible to its accuracy, nor for errors or omissions \o\onich may have bee n incorporated into these plans as a result. .. , 6" TYPE A PCC C&G PER CNB STD 182 4" AC 6" CMB 4' PCC CROSS GUTTER SEE SHEET SP-3 FOR DETAILS 4" AC 6" CMB . •·," 2: 7 6" TYPE A PCC C&G PER CNB STD 182 N ~ en .::::.. en 0 "' ;o 'O c-,J 0 0 1/1 X I I!) 0 I 1/1 I 01 I!) ..,. <D N / -5-.c () 0 Q) ml -~ 0 C. ,-----------------------------===::----------r--,-----,---------------------,-----,-::-::==,----------.---------------------------------1~ REVIEWED: REVIEWED: 2 1 DE DOKKEN ENBINEERINB 1460 l'BAZli:I ROAD SlllTE 100 SAN DmOO, Ci 91!108 (BM) 51.(.-89"1"1 FRANKLIN FLORES RCE 83123 ~!~ DESIGN ENGINEER'S NAME SENIOR CIVIL ENGINEER !; <l'. ~I 0 ·.::: Q) C. ::, t------------------------.----------11/11 I!) DESIGNED: DRAWN: r:::-== __ F_Ft-::c:=---c_st---+-----1--------------------+-----I DATE __ .,,,9,_,/2.,o,_/2.,,0 ... 2.,_2__ 1--------1~ CHECKED: MT DA~: 20 2022 NO. DA TE DESCRIPTION OF REVISIONS APPROVED SHEET OF ,'..)'- _____________________________________________ .._ ________________________ ....1 ___ ...;::.;........::..:a:.:a.=..__.1.... ___ ...... _________________ ..L...--...l..--------....l.-------------------....l.------....l ti: SP-1 SP-2 SP-3SUP E R I O R A V E WEST C O A S T H I G H W A Y R-7008-S 77 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SITE PLAN SUPERIOR AVENUE PEDESTRIAN / BICYCLE BRIDGE AND PARKING LOT C-8020-6 MA T C H L I N E S E E S H E E T S P - 2 SP-1 KEYMAP WEST COA S T H I G H W A Y SU P E R I O R A V E N U E "S" LINE NOTES: CONSTRUCT CURB CUT PER DETAIL ON SHEET SDD-1 CONSTRUCT CURB TRANSITION PER DETAIL ON SHEET SP-2 CONSTRUCT SIDEWALK PER CNB STD-180 CONSTRUCT 6" TYPE A PCC CURB AND GUTTER PER CNB STD 182 CONSTRUCT TYPE A PCC CURB AND GUTTER (MOD) PER DETAIL ON THIS SHEET CONSTRUCT TYPE B PCC CURB PER CNB STD 182 CONSTRUCT TYPE B PCC CURB (MOD) PER DETAIL ON THIS SHEET CONSTRUCT THICKENED SIDEWALK EDGE TREATMENT SEE BIOFILTRATION BMP DETAIL ON SHEET SDD-1 FOR ADDITIONAL DETAILS CONTRACTOR TO MAINTAIN PEDESTRIAN ACCESS THROUGH SIGNAGE, TEMPORARY PAVEMENT, AND DETOURS SEE SHEET T-2 FOR CONSTRUCTION ACCESS POINT TO SUNSET RIDGE PARK. CONTRACTOR SHALL BE RESPONSIBLE TO RESTORE ALL DISTURBED CONSTRUCTION ACCESS AREAS TO ORIGINAL CONDITIONS. 6 TYPE B PCC CURB (MOD) SEE CNB STD 182 FOR ADDITIONAL DETAIL NO SCALE TYPE A PCC CURB AND GUTTER (MOD) SEE CNB STD 182 FOR ADDITIONAL DETAIL NO SCALE SUNSET RIDGE PARK GENERAL NOTE: 1. CONTRACTOR TO RESTORE ALL EXISTING DISTURBED LANDSCAPED AREAS TO ORIGINAL CONDITIONS. TYPE A PCC CURB AND GUTTER WITH KEY (MOD) SEE CNB STD 182 FOR ADDITIONAL DETAIL NO SCALE LEGEND EXISTING WATER EXISTING SEWER EXISTING TELECOM EXISTING ELECTRIC EXISTING GAS EXISTING FIBER OPTIC EXISTING RETAINING WALL EXISTING CABLE RAILING EXISTING RIGHT OF WAY / PROPERTY LINE PROPOSED CAST IN PLACE RETAINING WALL PROPOSED SEGMENTAL RETAINING WALL LOL (BOTTOM FACE) PROPOSED SEGMENTAL RETAINING WALL TOP FACE PROPOSED CABLE RAILING PROPOSED TEMPORARY FENCE (TYPE CL-6) PROPOSED TEMPORARY HIGH VISIBILITY FENCE WITH TEMPORARY SILT FENCE PER CALTRANS STD. PLAN NO. T65 PROPOSED ASPHALT CONCRETE PAVEMENT 4" AC 6" CMB PORTLAND CEMENT CONCRETE PEDESTRIAN CONCRETE PAVEMENT TYPE A SEE LANDSCAPE PLANS PROPOSED DETECTABLE WARNING SURFACE CURB DATA SEE SHEET SP-4 NORTHING AND EASTING COORDINATES SEE SHEET SP-4 CONSTRUCTION NOTES a 0 0 0 - RECORD DRAWINGS These Record DravVings have been prepared based on information submitted, in part, by others. While th is information is believed to be reliable, City of Newport Beach is not responsible to its accuracy, nor for errors or omissions \o\onich may have been incorporated into these plans as a result. ACCESS GATE 12' ACCESS GA TE "--i- 1 '.i' 'II COAST L SAGE SCRU HAB PRO "--i- TEMPORARY WITH PRIVAC (TYPE CL- SIDEWALK -----== ~~= = ,t' ~ 0 DE DOKKEN 14CIO 1'BAZli:E ROAD stJITB 100 SAN DIIOO, CA 1112108 ENBINEERINB v'lf)FllSS/ \N w I I I I I I I I I I EXIST G ---- G -------- RE~EWED: FRANKLIN FLORES RCE 83123 DESIGN ENGINEER'S NAME DESIGNED: DRAWN: 7 I 11 0 I "' b - "' b - s fil 4/10/23 WALL LAYOUT REVISED 3:12 BATTER FG FG 6" q 12" ~_j_ 6" ./ 124" 2" 6" .J 4. 4 n q q· 15" 4 4q _l / 4 .J / .. l--1" 6" 124" 2" / 6" .J 4. 19" T L .,,,,., ~.J - ., n q • 15" 4 4., --+ / 4 .J / . .J ., 23" 8" _4 t ls .. 1 " NOT TO SCALE RE~EWED: ~!~ SENIOR CIVIL ENGINEER r==:=:-__ FF--t-::--:--=---c_st---+-----+-------------------+-------IDATE __ --"9,_,/2.,o,_/2.,.,0"'2_.,_2 __ CHECKED: DA TE: MT 9 20 2022 NO. DATE DESCRIPTION OF RE~SIONS APPROVED ---w---- ---s---- ---T---- ---E--- --G- ---FO---- ----0-------0-- ----0-------0-- -x-x-x- ---0----------- @ IA (j) 0 0 0 0 20 0 20 40 GRAPHIC SCALE 1 INCH = 20 FEET SHEET fil "' 0 ~ C 0 "' u E c_ r.o N r.o r'l N '-... 0 .::::. sj- 0 0, 3' ""Cl -0 0 o._ (/) I r.o 0 I (/) I u I "' sj-r.o N 60 / --;9- .c u 0 ., til I ~ ~ 0 c_ iO ., z I ., > <l'. I ~ 0 ·.:: ., c_ ::, Vll "' sj-r.o N OF / ti: SP - 1 SP-2 SP-3 SUPERIO R A V E WEST COAST HIGHWAY R-7008-S 77 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SITE PLAN SUPERIOR AVENUE PEDESTRIAN / BICYCLE BRIDGE AND PARKING LOT C-8020-6 MA T C H L I N E S E E S H E E T S P - 1 MA T C H L I N E S E E S H E E T S P - 3 SP-2 NOTES: CONSTRUCT CURB CUT, PER DETAIL ON SHEET SDD-1 CONSTRUCT TYPE A PCC CURB AND GUTTER WITH KEY (MOD) PER DETAIL ON SHEET SP-1 CONSTRUCT SIDEWALK PER CNB STD 180 CONSTRUCT 6" TYPE A PCC CURB AND GUTTER PER CNB STD 182 CONSTRUCT TYPE A PCC CURB AND GUTTER (MOD) PER DETAIL ON SHEET SP-1 CONSTRUCT TYPE B PCC CURB PER CNB STD 182 CONSTRUCT TYPE B PCC CURB (MOD) PER DETAIL ON SHEET SP-1 CONSTRUCT THICKENED SIDEWALK EDGE TREATMENT SEE BIOFILTRATION BMP DETAIL ON SHEET SDD-1 FOR ADDITIONAL DETAILS CONTRACTOR TO MAINTAIN PEDESTRIAN ACCESS THROUGH SIGNAGE, TEMPORARY PAVEMENT, AND DETOURS PARKING PAY STATION TO BE INSTALLED BY OTHERS CASE C PCC CURB RAMP (MOD) PER CNB STD 181, SEE SHEET CD-2 EV CHARGING STATION TO BE INSTALLED BY OTHERS CONCRETE PAD, SEE LANDSCAPE PLANS CASE H (MOD) PCC CURB RAMP PER CNB STD 181, SEE SHEET CD-1 CASE G (MOD) PCC CURB RAMP PER CNB STD 181, SEE SHEET CD-1 CONTRACTOR TO REMOVE EXISTING IMPROVEMENTS AND REPLACE SIDEWALK TO NEAREST JOINT. WEST COAST HIGHWAY SUPERIO R A V E N U E KEYMAP NOT TO SCALE ' D R W Y ' L I N E "S" L I N E C C A A D 7 B B D LEGEND EXISTING WATER EXISTING SEWER EXISTING TELECOM EXISTING ELECTRIC EXISTING GAS EXISTING FIBER OPTIC EXISTING RETAINING WALL EXISTING CABLE RAILING EXISTING RIGHT OF WAY / PROPERTY LINE PROPOSED CAST IN PLACE RETAINING WALL PROPOSED SEGMENTAL RETAINING WALL LOL (BOTTOM FACE) PROPOSED SEGMENTAL RETAINING WALL TOP FACE PROPOSED CABLE RAILING PROPOSED TEMPORARY FENCE (TYPE CL-6) PROPOSED TEMPORARY HIGH VISIBILITY FENCE WITH TEMPORARY SILT FENCE PER CALTRANS STD. PLAN NO. T65 PROPOSED ASPHALT CONCRETE PAVEMENT 4" AC 6" CMB PORTLAND CEMENT CONCRETE PEDESTRIAN CONCRETE PAVEMENT TYPE A SEE LANDSCAPE PLANS PROPOSED DETECTABLE WARNING SURFACE CURB DATA SEE SHEET SP-4 NORTHING AND EASTING COORDINATES SEE SHEET SP-4 CONSTRUCTION NOTES I I I D I ,. G "-N - /--12" W " 12" W - --....____ r G- -' I s s ;.< I RECORD DRAWINGS These Record DravVings have been prepared based on information submitted, in part, by others. While th is information is believed to be reliable, City of Newport Beach is not responsible to its accuracy, nor for errors or omissions \o\onich may have been incorporated into these plans as a result. I ,; ___ / i / ·-." o oo r-- ,, ;. /""•.. .1 / . • ' , / "-->-;___ E E E TI" w 12" .12'.' w G---G---G---G- s-----s----- E 12" W •s \ E el 12" W -G---G- DE DOKKEN E N Ill I N E E AINlll 1460 l'RAZl!:lil ROAD sumo 100 SAN DIBOO, CA 91ll108 (858) 514-88"17 " s \0 "s \0 "s \0 --- SEGMENTA WALL T F CE 12" W --- 12" W G---G---G---G 1---► REVIEWED: ffi 4/10/23 FRANKLIN FLORES RCE 83123 DESIGN ENGINEER'S NAME DESIGNED: DRAWN: FF cs CHECKED: DATE: MT 9 20 2022 NO. DATE --- ~ _ ✓ 11=43"17'52" /< L=102.77' SEE SHEET R 4 ~36.00' 'o S37"26'16"E 15.32' 2 ~ SE TOP FACE 7( - 12" W 12" W EXIST R/W -G---G-- WALL LAYOUT REVISED DESCRIPTION OF REVISIONS = RET APPROVED I REVIEWED: ; 7 ~!~ SENIOR CIVIL ENGINEER DATE 9/2012022 CD 0 G) 0 ® ® 0 ® ® @ @ @ @ @ @ @ ---w---- ---5---- ---T---- ---E--- ----+10---- ----0-------0-- ----0-------0-- -x-x-x- ----0---------- I 2 @ ffi (j) 20 0 20 GRAPHIC SCALE 1 INCH = 20 FEET 40 SHEET OF ffi "' 0 -C 0 "' u E C. <D N <D ,,., N '-D .:::::. ... D "' i< " N D D o._ (/) I ,-.. D I (/) I u I I{) "' <D N / -60 I{) / .c u 0 " ID I -~ 0 C. i< " z I " > <( I ~ 0 ·.:: " C. Cl (/)I I{) "' <D N / ti: SP-1 SP-2 SP-3 SUPE R I O R A V E WEST COA S T H I G H W A Y R-7008-S 77 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SITE PLAN SUPERIOR AVENUE PEDESTRIAN / BICYCLE BRIDGE AND PARKING LOT C-8020-6 MA T C H L I N E S E E S H E E T S P - 2 SP-3 KEYMAP WEST CO A S T H I G H W A Y SUP E R I O R A V E N U E HOAG HOSPITALE E 4' PCC CROSS GUTTER DETAIL SEE CNB STD 182 FOR ADDITIONAL DETAIL NO SCALE NOTES: CONSTRUCT CURB CUT PER DETAIL ON SHEET SDD-1 CONSTRUCT SIDEWALK PER CNB STD 180 CONSTRUCT 6" TYPE A PCC CURB AND GUTTER PER CNB STD 182 CONSTRUCT TYPE A PCC CURB AND GUTTER (MOD) PER DETAIL ON SHEET SP-1 CONSTRUCT TYPE B PCC CURB PER CNB STD 182 CONSTRUCT TYPE B PCC CURB (MOD) PER DETAIL ON SHEET SP-1 CONSTRUCT THICKENED SIDEWALK EDGE TREATMENT SEE BIOFILTRATION BMP DETAIL ON SHEET SDD-1 FOR ADDITIONAL DETAILS CONTRACTOR TO MAINTAIN PEDESTRIAN ACCESS THROUGH SIGNAGE, TEMPORARY PAVEMENT, AND DETOURS EV CHARGING STATION TO BE INSTALLED BY OTHERS EV CHARGING STATION EQUIPMENT TO BE INSTALLED BY OTHERS 8 6' ACCESS GATE DETAIL NO SCALE CABLE RAILING DETAIL NO SCALE LEGEND EXISTING WATER EXISTING SEWER EXISTING TELECOM EXISTING ELECTRIC EXISTING GAS EXISTING FIBER OPTIC EXISTING RETAINING WALL EXISTING CABLE RAILING EXISTING RIGHT OF WAY / PROPERTY LINE PROPOSED CAST IN PLACE RETAINING WALL PROPOSED SEGMENTAL RETAINING WALL LOL (BOTTOM FACE) PROPOSED SEGMENTAL RETAINING WALL TOP FACE PROPOSED CABLE RAILING PROPOSED TEMPORARY FENCE (TYPE CL-6) PROPOSED TEMPORARY HIGH VISIBILITY FENCE WITH TEMPORARY SILT FENCE PER CALTRANS STD. PLAN NO. T65 PROPOSED ASPHALT CONCRETE PAVEMENT 4" AC 6" CMB PORTLAND CEMENT CONCRETE PEDESTRIAN CONCRETE PAVEMENT TYPE A SEE LANDSCAPE PLANS PROPOSED DETECTABLE WARNING SURFACE CURB DATA SEE SHEET SP-4 NORTHING AND EASTING COORDINATES SEE SHEET SP-4 CONSTRUCTION NOTES RETAI ING ALL 4 CIP AL SEE SHEET R -6 4' PCC CROSS GUTTER SEE DETAIL ON THIS SHEET 2" EXIST ESA EXIST f"""'."_ -~~j==. ==.,:::=:~/~_==.,=~-.,~-/,.------c-:-i--:--_ -4-----~7 f 6" PCC I I --4" CMBT 7 1_1 G --------- I REMOVE EXI CABLE R ING 0 CJ T GUTTER TECT IN PLACE 6' ACC ~:----r.AT SEE DETAIL ON THIS S G...---...------G -------G-------------- EXIST SLOPED WALL 0 NO. ------1 2" 0.25" GALVANIZED CABLE.~ l MAX 4"-1 r- • 68" (17 @ 4") • 2" J .. FG _/ .• . . . 1i .• ·' GALVANIZED POST CAP TO BE DRIVEN FIT (T YP) LES AS ER // 2" GALVANIZED PIPE DRILLED TO RECEIVE CAB SHOWN IN DETAIL AND P CALTRANS STD. NO. BLL -47 , , ,, // // // ,, // // // // ,, ,, // ., .. . // •. . . ·' METAL CL AMP 1.25" GAL VANIZED PIPE NSIONER PER CABLE TE CAL TRANS STD f 30" CONCRETE FOOTING AND COMPRESSIVE ST REINFORCEMENT _/ RENGTH: 3500PSI .. --- ~~ . MIN 10" . ♦ ♦ ~~ ~~ -" ~ 10' 3 NOTE: 1. CONSTRUCT PER CALTRANS STD B11-47 EXCEPT FOR 4" WIRE SPACING AS SHOWN 2. ALL POSTS, CABLE, & HARDWIRE TO BE PREGALVANIZED 3. ALIGNMENT OF HOLES IN POSTS MAY VARY TO CONFORM TO SLOPE 2" GALVANIZED PIPE DRILLED TO RECEIVE CABLES AS SHOWN IN DETAIL AND PER CALTRANS STD. NO. BLL-47 0.25" GALVANIZED CABL El~ I"'" CLR 7 4811 36" ' ,, // // // // "'--// CABLE TENSIONER PER CALTRANS STD HEAVY DUTY SELF CLOSING HINGES (2 REQUIRED FOR EACH GA TE ) '// ,/ ., / / 1/ // ,, I , • / .. L3 .. .• .. .. ' ., ... r.-: .. MIN 1 o" ~ CONCRETE FOOTING AND REINFORCEMENT COMPRESSIVE STRENGTH: 3500PSI NOTE: " " .. . .. -.. ' .• • :· ~: .. /,Y ~~ " I " INSID AT A PIPE TO BE BENT AND WELDED E RADIUS TO BE 2" (TYP) LL CORNERS FU LCRUM LATCH WITH STRIKE TRAP; PROVIDED KEY LOCKING VICE AS DIRECTED BY OWNER WELDED FRAME AND POST s DE TO [ 2" '' " '' " '' < 68" '\'\ ,. 2" \_ FG t f 30" --t t L 3" 1. CONSTRUCT PER CALTRANS STD B11-47 EXCEPT FOR 4" WIRE SPACING AS SHOWN 2. ALL POSTS, CABLE, & HARDWIRE TO BE PREGALVANIZED 3. ALIGNMENT OF HOLES IN POSTS MAY VARY TO CONFORM TO SLOPE 4. ALL JOINTS WELDED TO MAKE A SOLID FRAME 5. SKEW BOTTOM OF ACCESS GATE TO MAINTAIN 3" FROM BOTTOM OF GATE TO FINISH GRADE CABLE RAILING -NORTHING AND EASTING COORDINATES NORTHING EASTING REMARKS 2174326.59 6047980.66 BEGIN FENCE G---0 !-==-+------+-------+-------@ 2174333.95 6047982.55 FENCE ANGLE POINT 0 2174346.58 6048026.34 FENCE ANGLE POINT IUl ,.I: ._... ,g D --------------------s ------------s ------------- 0 2174341.89 6048052.46 FENCE ANGLE POINT 2174302.40 6048047.39 END FENCE ------------------~ s -------- ------------s ---------------------s -s --------- RECORD DRAWINGS These Record Drawings have been prepared based on information submitted , in part, by others. While this information is believed to be re liable, City of Newport Beach is not responsible to its accuracy, nor for errors or omissions vvhich may have been incorporated into these plans as a result. DE 1.(60 J'BAZli:E ROAD StJrl'B 100 SAN DIBOO, CA 92108 DOKKEN ENBINEERINB (868) 514-88"1'7 2174314.14 6048204.05 BEGIN 6' CABLE RAILING 0 2174338.79 6048166.15 CABLE RAILING ANGLE POINT 2174392.89 6048212.61 END 6' CABLE RAILING 0 2174471.53 6048277.12 BEGIN 3' CABLE RAILING 2174431.78 6048238.52 END 3' CABLE RAILING NOT TO SCALE REVIEWED: ffi 4/10/23 WALL LAYOUT REVISED REVIEWED: FRANKLIN FLORES RCE 83123 ~!~ DESIGN ENGINEER'S NAME SENIOR CIVIL ENGINEER DESIGNED: DRAWN: r:::-=-:c-:=--F_Ft-::-:=---c_s1----+-----t----------------------t----; DATE __ ~9,../2=0c;../=20=2-2 __ CHECKED: DA TE: MT 9 20 2022 NO. DATE DESCRIPTION OF REVISIONS APPROVED ---w--- ---s--- ---T--- ---E--- --G- ---FO--- ---0------0--- ---0------0--- -x-x-x- --0------0----- (i) 0 © ® ® 0 ® ® @ @ 20 0 20 GRAPHIC SCALE 1 INCH = 20 FEET 40 SHEET Cl) 0 ~ C 0 Cl) u E 0.. <D N <D "' N ------D .:::::. ... D "' 3: " "' D D 0.. VJ I <Xl D I VJ I u I LO ... <D N 60 / -LO / .c u 0 OJ (I] I ~ ~ 0 0.. ;, OJ z I OJ > <l'. I ~ 0 ·.:: OJ 0.. ::, VJI LO ... <D N OF / ti: R-7008-S 77 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SITE PLAN SUPERIOR AVENUE PEDESTRIAN / BICYCLE BRIDGE AND PARKING LOT C-8020-6 SP-4 9 PARKING LOT CURB DATA PARKING LOT CURB DATA (CONTINUED) NO. DELTA OR BRG. RADIUS (ft) LENGTH (ft) REMARKS NO. DEL TA OR BRG. RADIUS (ft) LENGTH ( ft) REMARKS ~ S84'10'06"E -4.13 TYPE A PCC C&G CNB STD 182 §] S04'00'23"W -19.66 TYPE B PCC CURB CNB STD 182 IT] i'.=90'01'41" 25.00 39.28 CROSS GUTTIER PER CNB STD 185 @] S55'59'37"E -157.33 6" TYPE A PCC C&G CNB STD 182 el S05'51 '35"W -4.47 TYPE A PCC C&G W/ KEY (MOD) §1 N04'00'23"E -15.76 TYPE B PCC CURB (MOD) CNB STD 182 0 i'.=33'41'26" 150.00 88.20 TYPE A PCC C&G W/ KEY (MOD) §1 i'.=91'51'12" 3.00 4.81 TYPE B PCC CURB (MOD) CNB STD 182 0 i'.=117'30'53" 10.00 20.51 TYPE A PCC C&G W/ KEY (MOD) ~ S84'08'24"E -3.10 TYPE B PCC CURB (MOD) CNB STD 182 IT] i'.=25'41'36" 20.00 8.97 TYPE A PCC C&G W/ KEY (MOD) @] i'.=60'00'00" 3.00 3.14 TYPE B PCC CURB (MOD) CNB STD 182 0 S64'37'22"E -8.88 TYPE A PCC C&G W/ KEY (MOD) ~ S24'08'24"E -20.21 TYPE B PCC CURB (MOD) CNB STD 182 0 i'.=27'14' 45" 10.00 4.76 TYPE A PCC C&G W/ KEY (MOD) ~ S84'08'24"E -68.70 TYPE B PCC CURB (MOD) CNB STD 182 0 i'.= 72'57'17" 3.00 3.82 TYPE B PCC CURB (MOD) CNB STD 182 §1 N24'08'24"W -25.53 TYPE A PCC C&G (MOD) CNB STD 182 0 S35'34'40"W -20.45 TYPE B PCC CURB (MOD) CNB STD 182 ~ i'.=109'33'18" 3.00 5.74 TYPE A PCC C&G (MOD) CNB STD 182 ~ i'.=24'39'08" 160.00 68.84 TYPE B PCC CURB (MOD) CNB STD 182 §] N85'24'54"E -16.99 TYPE A PCC C&G (MOD) CNB STD 182 @] N64'14'33"E -24.07 TYPE B PCC CURB (MOD) CNB STD 182 @] S04'35'06"E -26.00 6" TYPE A PCC C&G CNB STD 182 @] i'.=92'51' 49" 3.00 4.86 TYPE B PCC CURB (MOD) CNB STD 182 §1 N85'24'54"E -17.33 TYPE B PCC CURB CNB STD 182 @] S22'53' 38"E -19.22 TYPE B PCC CURB (MOD) CNB STD 182 ~ i'.=103'26'28" 2.00 3.61 TYPE B PCC CURB CNB STD 182 8 i'.=01'17'26" 444.00 10.00 TYPE B PCC CURB (MOD) CNB STD 182 §] i'.=43'42'22" 10.00 7.63 TYPE B PCC CURB CNB STD 182 @] i'.=16'04'30" 444.00 124.57 TYPE B PCC CURB (MOD) CNB STD 182 §1 N52'33' 44"E -19.44 6" TYPE A PCC C&G CNB STD 182 ~ i'.=00'54'42" 440.00 7.00 TYPE B PCC CURB CNB STD 182 §] i'.=100'38'18" 10.00 17.56 TYPE A PCC C&G (MOD) CNB STD 182 @] N39'49' 43"W -11.52 TYPE B PCC CURB CNB STD 182 §] i'.=32'39'34" 122.00 69.54 TYPE A PCC C&G (MOD) CNB STD 182 ~ i'.=119'47'31" 2.00 4.18 TYPE B PCC CURB CNB STD 182 ~ S05"51'35"W -4.50 TYPE A PCC C&G (MOD) CNB STD 182 ~ N79"57' 48"E -2.62 TYPE B PCC CURB CNB STD 182 ~ i'.=89'58'19" 25.00 39.26 CROSS GUTTER PER CNB STD 185 §] i'.=53'00'59" 3.00 2.78 TYPE B PCC CURB CNB STD 182 @] S84'10'06"E -9.39 TYPE A PCC C&G CNB STD 182 @] i'.=211 '46'58" 31.50 116.43 TYPE B PCC CURB CNB STD 182 @] i'.=38'58'19" 31.50 21.43 TYPE B PCC CURB (MOD) CNB STD 182 @] i'.=45'48'39" 25.00 19.99 TYPE B PCC CURB (MOD) CNB STD 182 EDGE OF PAVEMENT AND PLAZA DATA ~ i'.= 75'23'44" 6.00 7.90 TYPE B PCC CURB (MOD) CNB STD 182 NO. DEL TA OR BRG. RADIUS (ft) LENGTH (ft) REMARKS ~ S04'37'22"E -24.52 TYPE A PCC C&G (MOD) CNB STD 182 ~ N05'43'03"E -11.98 SIDEWALK PER CNB STD 180 el N85'22'38"E -9.00 TYPE A PCC C&G (MOD) CNB STD 182 ~ S50'42'33"E -8.21 SIDEWALK PER CNB STD 180 @] N85'22'38"E -24.00 TYPE B PCC CURB CNB STD 182 §] S50'44'41"W -5.18 SIDEWALK PER CNB STD 180 el S04'37'22"E -10.51 TYPE B PCC CURB CNB STD 182 §] i'.=47'08'11" 2.50 2.06 SIDEWALK PER CNB STD 180 ~ N85'22'38"E -9.00 TYPE B PCC CURB CNB STD 182 ~ i'.=19'23'15" 454.00 153.62 SIDEWALK PER CNB STD 180 ~ N85'22'38"E -24.00 TYPE B PCC CURB CNB STD 182 §1 i'.=05'38'19" 100.00 9.84 SIDEWALK PER CNB STD 180 ~ S04'37'22"E -3.94 TYPE B PCC CURB CNB STD 182 §] i'.=11'49'07" 400.00 82.51 SIDEWALK PER CNB STD 180 §] S64'37'22"E -77.86 TYPE B PCC CURB CNB STD 182 §] i'.=110'07'37" 15.00 28.83 SIDEWALK PER CNB STD 180 @] i'.=55'58'14" 69.00 67.40 TYPE B PCC CURB CNB STD 182 ~ i'.=25'10'25" 188.00 82.60 SIDEWALK PER CNB STD 180 ~ §] S43'59'12"E -16.37 TYPE B PCC CURB CNB STD 182 i'.=08'59'12" 612.00 95.99 SIDEWALK PER CNB STD 180 §1 i'.=104'10'47" 3.00 5.45 TYPE B PCC CURB CNB STD 182 §] S24'42'17"W -10.03 SIDEWALK PER CNB STD 180 ~ i'.=07'37'52" 50.00 6.66 TYPE A PCC C&G (MOD) CNB STD 182 §] S04'37'22"E -7.78 SIDEWALK PER CNB STD 180 @] TYPE A PCC C&G (MOD) CNB STD 182 S52'33' 44"W -37.40 §] S85"22'38"W -9.00 SIDEWALK PER CNB STD 180 ~ TYPE A PCC C&G (MOD) CNB STD 182 S52'33' 44"W -20.00 B S04'37'22"E -10.31 SIDEWALK PER CNB STD 180 ~ i'.= 77'22'53" 10.00 13.51 TYPE A PCC C&G (MOD) CNB STD 182 §] NB5'22' 3B"E -5.18 SW W/ THICKENED EDGE SEE SDD-1 ~ TYPE A PCC C&G (MOD) CNB STD 182 i'.=03'05'50" 88.00 4.76 ~ i'.=74'14'35" 30.00 38.87 SW W/ THICKENED EDGE SEE SDD-1 B TYPE A PCC C&G (MOD) CNB STD 182 N04'00'23"E -21.79 §] S20'22' 4 7"E -1.57 SW W/ THICKENED EDGE SEE SDD-1 @] N55'59' 37"W -29.50 TYPE A PCC C&G (MOD) CNB STD 182 §] i'.=02'06'19" 444.50 16.33 SW W/ THICKENED EDGE SEE SDD-1 @] N55'59' 37"W -147.49 6" TYPE A PCC C&G CNB STD 182 ~ i'.=47'14'47" SW W/ THICKENED EDGE SEE SDD-1 10.00 8.25 B S04'00'23"W -21.39 TYPE B PCC CURB CNB STD 182 §] s50·44'41•w -21.36 SW W/ THICKENED EDGE SEE SDD-1 @] i'.=36'38'46" 3.00 1.92 TYPE B PCC CURB CNB STD 182 ~ S37'48'33"E -17.07 SIDEWALK PER CNB STD 180 ~ S40'39'09"W -1.31 TYPE B PCC CURB CNB STD 182 § i'.=4 7'39'21" 5.00 4.16 SIDEWALK PER CNB STD 180 @] i'.=90"00'42" 2.00 3.14 TYPE B PCC CURB CNB STD 182 §] SIDEWALK PER CNB STD 1 BO / i'.=14"25'54" 112.00 28.21 ~ 6" RETAINING CURB PER CNB STD 181 N49"20'09"W -16.99 TYPE B PCC CURB CNB STD 182 ~ ~ SIDEWALK PER CNB STD 1 BO / S40'39'51 "W -68.00 TYPE B PCC CURB CNB STD 182 S04"35'06"E -34.00 6" RETAINING CURB PER CNB STD 181 §1 N49'20'09"W -38.83 TYPE B PCC CURB CNB STD 182 @] § NB5"24'54"E -22.89 SIDEWALK PER CNB STD 1 BO / i'.=53"20'33" 3.00 2.79 TYPE B PCC CURB CNB STD 182 6" RETAINING CURB PER CNB STD 181 ~ i'.=18"51'35" 104.00 34.23 SW W/ THICKENED EDGE SEE SDD-1 / 6" RETAINING CURB PER CNB STD 181 §1 i'.= 79"08'36" 5.00 6.91 SW W/ THICKENED EDGE SEE SDD-1 ~ S83"52'42"E -1.49 SW W/ THICKENED EDGE SEE SDD-1 ~ S05'51'35"W -11.70 SIDEWALK PER CNB STD 180 RECORD DRAWINGS These Record DravVings have been prepared based on information submitted, in part, by others. Wh ile this information is believed to be reliable, City of Newport Beach is not responsible to its accuracy, nor for errors or omissions \o\onich may have bee n incorporated into these plans as a result. ~~ROAD R' ~~~~: CIVI\.i "'~';J SAN Dll!IGO, CA 02108 (858) 514-88"17 QF CA1.J°'f:;;9' EDGE OF PAVEMENT AND PLAZA DATA (CONTINUED) NO. DEL TA OR BRG. RADIUS (ft) LENGTH ( ft) REMARKS ~ i'.=92'34' 42" 2.50 4.04 SIDEWALK PER CNB STD 180 [g N88"13'05"E -6.37 SIDEWALK PER CNB STD 180 ~ i'.=87'25'18" 2.50 3.81 SIDEWALK PER CNB STD 180 §] N88'13'05"E -6.84 SIDEWALK PER CNB STD 180 ISLAND 2 CURB DATA NO. DEL TA OR BRG. RADIUS (ft) LENGTH ( ft) REMARKS ~ S64'37'22"E -27.91 TYPE A PCC C&G (MOD) CNB STD 182 ~ i'.=60'00'00" 3.00 3.14 TYPE A PCC C&G (MOD) CNB STD 182 ~ N55'22'38"E -20.21 TYPE A PCC C&G (MOD) CNB STD 182 §1 S64'37'22"E -49.17 TYPE B PCC CURB (MOD) CNB STD 182 ~ S55'22'38"W -16.74 TYPE B PCC CURB (MOD) CNB STD 182 ~ i'.=120'00'00" 3.00 6.28 TYPE B PCC CURB (MOD) CNB STD 182 ~ S64'37'22"E -5.77 TYPE A PCC C&G (MOD) CNB STD 182 ~ i'.=132'58'46" 10.00 23.21 TYPE A PCC C&G (MOD) CNB STD 182 ~ i'.=02'11' 01" 197.00 9.01 TYPE A PCC C&G (MOD) CNB STD 182 ~ i'.=49'38'25" 3.00 2.60 TYPE A PCC C&G (MOD) CNB STD 182 ~ N64'37'22"E -23.34 TYPE A PCC C&G (MOD) CNB STD 182 §] N25'22' 38"E -8.50 TYPE A PCC C&G (MOD) CNB STD 182 §] S64'37'22"E -16.02 TYPE A PCC C&G (MOD) CNB STD 182 B i'.=126'13'39" 1.00 2.20 TYPE A PCC C&G (MOD) CNB STD 182 §] i'.=03'55'41" 197.00 15.00 TYPE A PCC C&G (MOD) CNB STD 182 §1 i'.=55'11' 40" 10.00 9.63 TYPE A PCC C&G (MOD) CNB STD 182 §] i'.=85'00'19" 3.00 4.45 TYPE A PCC C&G (MOD) CNB STD 182 §] S33'18'52"W -19.32 TYPE A PCC C&G (MOD) CNB STD 182 ~ i'.=08'40'03" 390.00 59.00 TYPE A PCC C&G (MOD) CNB STD 182 ~ N24'38' 49"E -16.70 TYPE A PCC C&G (MOD) CNB STD 182 a i'.=119'11'19" 3.00 6.24 TYPE A PCC C&G (MOD) CNB STD 182 ~ i'.=01 '16'12" 409.00 9.07 TYPE A PCC C&G (MOD) CNB STD 182 E3 i'.=148'48'40" 10.00 25.97 TYPE A PCC C&G (MOD) CNB STD 182 ISLAND 3 CURB DATA NO. DEL TA OR BRG. RADIUS (ft) LENGTH (ft) REMARKS ~ i'.=31 '03'52" 43.00 23.31 TYPE B PCC CURB (MOD) CNB STD 182 ~ i'.=84'44'27" 1.50 2.22 TYPE B PCC CURB (MOD) CNB STD 182 §3 i'.=02'13'04" 30.00 3.82 TYPE B PCC CURB (MOD) CNB STD 182 §] i'.=84'44'27" 1.50 2.22 TYPE B PCC CURB (MOD) CNB STD 182 ~ i'.=31 '03'52" 43.00 23.31 TYPE B PCC CURB (MOD) CNB STD 182 ~ i'.=45'05'09" 12.00 51.39 TYPE B PCC CURB (MOD) CNB STD 182 ISLAND 4 CURB DATA NO. DEL TA OR BRG. RADIUS (ft} LENGTH (ft) REMARKS ~ S84'08'24"E -26.50 TYPE B PCC CURB (MOD) CNB STD 182 §] i'.=127'07'38" 10.00 22.19 TYPE B PCC CURB (MOD) CNB STD 182 ~ i'.=11 •15'05" 70.00 13.75 TYPE B PCC CURB (MOD} CNB STD 182 ~ i'.= 73'28'30" 3.00 3.85 TYPE B PCC CURB (MOD) CNB STD 182 ~ N64'00'23"E -34.82 TYPE B PCC CURB (MOD) CNB STD 182 ~ i'.=120"00'08" 3.00 6.28 TYPE B PCC CURB (MOD} CNB STD 182 ~ S55"59'37"E -3.53 TYPE B PCC CURB (MOD) CNB STD 182 ~ i'.=28"08'48" 10.00 4.91 TYPE B PCC CURB (MOD) CNB STD 182 REVIEWED: FRANKLIN FLORES RCE 83123 DESIGN ENGINEER'S NAME DESIGNED: DRAWN: FF cs CHECKED: DA TIE: NO. DATE DESCRIPTION OF REVISIONS MT 9/20/2022 NO. ~ §] §3 §] ~ ~ §] ~ NO. /1\ /2\ & /4\ 10 & /1\ fe\ ,lg\ /id' /4 k ;{ r\ ;{i ~ ~ ~ /4- £h & /21' A A IA, I /2; l'.. /2s-. IA 1/2: 11. /2r;, ~ 1/4~ & /21 I# APPROVED ISLAND 5 CURB DATA DEL TA OR BRG. RADIUS (ft) LENGTH ( ft) REMARKS S40'39'51W -32.53 TYPE B PCC CURB (MOD) CNB STD 182 i'.=156'39'27" 2.75 7.52 TYPE B PCC CURB (MOD) CNB STD 182 S64'00'23"W -20.39 TYPE B PCC CURB (MOD) CNB STD 182 S55'59'37"E -9.83 TYPE B PCC CURB (MOD) CNB STD 182 S64'00'23"W -16.74 TYPE B PCC CURB (MOD) CNB STD 182 i'.=120'00'00" 3.00 6.28 TYPE B PCC CURB (MOD) CNB STD 182 S55'59'37"E -4.50 TYPE B PCC CURB (MOD) CNB STD 182 i'.=83'20'33" 3.00 4.36 TYPE B PCC CURB (MOD) CNB STD 182 NORTHING AND EASTING COORDINATES NORTHING EASTING REMARKS 2174518.06 6047649.94 2174529.93 6047713.01 2174520.58 6047746.99 2174507.34 6047713.01 2174491.27 6047759.46 2174463.26 6047763.73 2174450.40 6047790.86 2174434.74 6047802.24 2174508.60 6047774.53 2174509.99 6047782.47 2174508.10 6047817.86 2174483.22 6047868.56 2174510.44 6047847.89 2174519.0B 6047860.91 2174562.69 6047863.78 2174528.69 6047960.42 2174556.87 6047969.72 2174629.08 6047928.78 2174547.78 6048055.89 2174497.96 6048034.34 2174495.93 6048030.19 2174468.32 6048007.15 2174419.05 6048147.73 2174412.43 6048157.53 2174413.14 6048215.48 2174561.0B 6047907.73 2174530.53 6047907.01 2174501.14 6047912.26 2174472.71 6047923.57 2174446.91 6048006.30 2174514.60 6047635.34 2174515.40 6047564.41 2174521.29 6047573.32 2174510.28 6047573.19 REVIEWED: ~!~ SENIOR CIVIL ENGINEER DATE 9/20/2022 SHEET OF "' 0 ..., C: " "' " E " 0 N N N '-m '-m 0 "' '" "O ..= 0 0 o._ 1/) I m 0 I 1/) I 01 "' ... <D N / R-7008-S 77 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SUPERIOR AVENUE PEDESTRIAN / BICYCLE CONSTRUCTION DETAILS BRIDGE AND PARKING LOT C-8020-6 CD-1 SUPERIOR AVE CONSTRUCTION DETAIL: CURB RAMPS CASE H (MOD) AND CROSS GUTTER PER CNB STD 181 AND STD 185 SCALE: 1" = 5' "D R W Y " L I N E CONSTRUCTION DETAIL: CURB RAMP CASE G (MOD) PER CNB STD 181 SCALE: 1" = 5' CONSTRUCTION DETAIL: CURB RAMP CASE G (MOD) PER CNB STD 181 SCALE: 1" = 5' 10 39.01.' RT "DRWY' 10+44.04 BCR TC 31.09 FL 30.43 -4314;RT "DRWY"7o+44.04 --+---~MA:J'CH EXIST I/ TC (30.71) .·· FL (30.05) rn~,~\__ 4.3.12' RT "DRWV" 10+54.03 TSW (31.27) MATCH EXIST RETAINING WALL ~;_;O'RT ."DRWY" 10+62:69 TSW 33.09 9.5' .89' RT "DR " 10+72.68 TP 33.60 36.26' RT "DRWY" 10+58.55 TSW 31.95 V . ' / • R=2.5' 41. 78' RT "Dl'lWY" 10+62.97 TSW 32.31 39. 92' RT "DRWY" 10+62.22 TSW 32.21[ 507. ' 10+72.18 TC 34.10 TSW 32.99 TC 32.27 TSW 32.27 6.1% TC 32.84 TP 32.34 TC 32.88 TP 32.38 28.09.' RT "DRWY" 10+46.54 TC 32.13 FL 31.46 9.0% ' ' ' ' 9.1% . ~,~ . . 12.00' RT "DRWY" 10+42.03' , TP (32.95) .MATCH EXIST . 16.00' RT "DRWY" 10+46.03 FL 32.54 7.8% 22.80' RT " RWY" 10+50.00 TC 32.05 FL 32.05 O" CURB VARIABLE HEIGHT RETAINING CURB 23.05' RT "DRW TSW 32.19 TC 32.19 t/+58. 5 14.00' RT "DRWY" 10+69.04 ECR 29.53' RT "DRWY" 1 Ot65.26 BEGIN C&G TC 33.97 FL 33.47 . . TSW 32.10 \ \ ', . . 33.80' RT "DR\1/Y°' 10+69.55 Rf 10' 1 TSW 32.27 I \. ', I I I 41.~,6' RT "DRWY" )0+72.48 / • TSW 32.52 ', I • I II \ I A I I I I 12.00' LT "DRWY" 10+42.02 tR (34.78) MATCH EXIST 16.00' LT "DRWY" 10+46.01 FL 2 7.8% "\ .fl 35.03 D 6.6% 23.30' LT "DRWY' 10+49.55 19.11' LT "DRWY" 10+5 .85 , _, TC 35.99 FL 35.9 36.42' LT "DRWY" 10+44.13 TC 37.38 FL 36.71 38.99' LT "DRWY" 10+44.00 BCR TC 37.54 FL 36.87 48.37' LT "DRWY" 10+44.00 MATCH EXIST ,c (38:17)---- 16-i.% FL (37.51) ~~~~====r~\ ,. I I ~ -t j.- ' I ' I : ' ' ' ' ' ' 12.00' LT "DRWY°' 10+50.00 1TC ,3 .41 {L-.91 48.37' LT "DRWY' 10+53. 70 EXISi R/W TSI'( (3f\.76) L : TP 34.79 14.00' LT "DRWY' 10+69.00 ECR BEGIN C&G TC 36.25 FL 35.75 --1- ' I I I I I ' I I I I V VARIABLE HEIGHT RETAINING CURB ' ' ' ' 29.67' LT "DRWY" 10+,64.91 TSW 137.99 TC 37'."09 34.01' LT "DRWY" H){60.77 /TSW , 37.18 / ' ' " ' I ' ' --r-----i 32.27' LT ;"DRwr:· 10+'70,bO TSW 37.18 V ' ' ' ' ' ! R=5' 1.5% ~XIST ! I 1-i--- R=5' -, ---- 46.88'•LT "DRWY' 10+53.69 TSW 38.62 1 I , ~ -41:95'-H -~DRW'f'' 1 0tcff:?c-7-3 •1 ', \ -----TSW 31?~ I I I 1--- \ \L~:-40.75'.LT-"DRW\i" 10+65.31 I ' I --·tsl'/-37.29 /'\ \ _________ _ .40,25t -ui:-ZDRWY" 1 o+ 70.55 TSW 37.30 ' L RETAINING WALL 1 v____,_-,v v V v- 4L• ~, 0 J----~~---------------- TC 32.81 TSW 32.81 RECORD DRAWINGS These Record DravVings have been prepared based on information submitted, in part, by others. Wh ile this information is believed to be reliable, Crty of Newport Beach is not responsible torts accuracy, nor for errors or omissions \o\onich may have bee n incorporated into these plans as a result. TC 33.22 - TSW 33.22 TC 32.68 TSW 32.68 '---7'---' TC 33.25 TP 32.75 0 ,'.) TC 32.37 •TP 31.87 TC 32.27 ' i:==::::::;;;::~::\========:::::::::::======== TP 32.27 ~ f. I~ ~ l 1~ TC 32.33 l~=:=:~~~i:ww33f:1 .8833 TC .32.23 ._--7'----<~ TP 32.23 I 0 5 0 5 GRAPHIC SCALE 1 INCH = 5 FEET 10 Cll 0 ~ C C Cll u E (J._ 00 0 N N N '-a, '-a, 0 "' ;, 'O 0 0 0 u I 0 ~ I VJ I ul LO ..,. "' N / 5-.c u C ., ml ~ ~ 0 (J._ ;, ,-------------------------------.----------~-------------------------------r------------..--------------------------------1" DE DOKKEN ENBINEERINB 1400 J'BAZIE ROAD """" '"" SAN DIIIOO, CA Cl2108 (858) 614-8877 ~FESS \N REVIEWED: FRANKLIN FLORES RCE 83123 DESIGN ENGINEER'S NAME REVIEWED: ~!~ SENIOR CIVIL ENGINEER zl !; <l'. ~\ 0 ·c: ., (J._ :J 1------------------------r-----------1 VJ\ DESIGNED: DRAWN: LO t-:"'.'=-:cc=--F_Ft-::-:=---c_s1----+-----t---------------------t----l DATE --~9,../2=0"-/=20=2-2__ 1-----------1 ~ CHECKED: MT DA~: 20 2022 NO. DATE DESCRIPTION OF REVISIONS APPROVED SHEET OF _'.Y-_________________________________________________ ..... _________________________________ .... __ ...__...,__ ..... ____ .... ___________________ .._ _____________________________________________ o._ "DR W Y " L I N E R-7008-S 77 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SUPERIOR AVENUE PEDESTRIAN / BICYCLE CONSTRUCTION DETAILS BRIDGE AND PARKING LOT C-8020-6 CD-2 CONSTRUCTION DETAIL: DRIVEWAY AND CURB RAMP CASE C (MOD) SCALE: 1" = 5' 11 SU P E R I O R A V E N U E .. l / I I ---I I I I I I I I I /2 --I I I I I 32.27' LT "DRWY" 10 TSW CURB RAMP CASE H PER CNB STD 181 14.00' LT "DRWY" ECR TC 36.25 35.75 GL 35:-la.2 40.25' LT "DRWY' 10+ 70. TSW 37.30 38.79' LT "DRWY" 11+09.02 TC 38.32 TSW 38.32 FL 38.32 LT "DRWY" 11 +06.23 TC 38.34 TSW 38.34 FL 38.29 VARIABLE GHT RETAINING C 39.20' LT "DRWY" 10+99.36 10+95.04 TC 38.39 TSW 38.39 "DRWY" 10+98. 38.47 TSW 3. 11 +08.21 TC 38.90 38.40 47.91' LT "DRWY" 11 +58.90 50.36' LT "DRWY" 11+49.79 TP 38.80 TC 39.30 37.85' LT "DRWY" 11 +42.96 TC 39.23 TSW 39.23 TP 38.73 34.05' LT "DRWY" 11+41.24 TC 38.87 TSW 38.87 FL 38.71 TP 38.77 TC 39.27 34.65' LT "DRWY" 11+38.69 " RETAINING CURB P 181 CURB RAMP CASE C (MOD) PER CNB STD 181 TC 38.67 TSW 38.67 FL 38.67 ,---, 23.85' LT "DRWY" 44. 7 4' LT "DRWY" 11+60.33 TP 38.71 TC 39.21 34.98' LT "DRWY" 11+53.17 TC 39.34 TSW 39.34 25.41' LT "DRWY" ECR TC 38.39 FL 37.89 GL 38.05 11+63.13 --I I 14.1 o· LT "DRWY-10+66.72 TC 39.54 TSW 39.04 I I I I I . I ..... ~- I / 16.00' RT "DRWY" 10+46.03 FL 32/54 ------I --l. -...L ------ RT "DRWY-10+66 76 TC 3 77 FL 33 27 CURB AMP CASE H PE CNB STD 181 TC 36.23 FL 35.73 GL 35.91 14.00' LT "D Ct) / I / I I CJ --- 10+80.00 FL 35.47 t ' 14.00' LT "DRWY" 11+00.00 / FL 35.09 ---------- I I I I 14. oo· LT "DRWY- -1.3'f_ 11+16.57 TC 36.96 FL 36.46 36.62 14. oo' LT "DRWY" 11+20.00 FL 6.51 I Is: 0 I!) 11+33.67 TC 37.23 FL 36.73 GL 36.90 14.oo·1 RT "DRWY° ECR TC ~3.97 FL/33.47 G 33.63 10+69.04 r--11 +oo I --+--_ I I I 10+80.00 FL 34.10 I tJI 1 I I 14.00' RT "DRWY" 11+\')0.00 FL/ 34.81 I 4.00' RT "DRWY" 10+95.04 14.00' RT "DRWY" 11 +16.57 2,0% GB TC 35.76 FL 35.26 GL 35.42 ~14Y17'52"W L=102J77, R=136.00' I I I I 1.5% ~, I I I 14.00' RT "DRWY" 1.3% 11+35.11 TC 36.00 FL 35.50 GL 35.67 I I I I ~ I I I I I 26.98' LT "DRWY' 11 +35.77 TC 39.29 TSW 38.79 1. • I I 14.00' LT "DRWY" 11 -A40.00 FL 36.83 \ I I 14. 00' LT "DRWY" BCR TC 37.51 FL 37.01 GL 37.17 1.4% _,---\--\ ' I I I I 14.00' RT "DRWY" 11 +40.00 I I FL 35.56 11+51.03 ------------ --- <Jl 0 ~ C C <Jl u E C 0 LO N N -...... Ol I 24.00' RT "10+77.34 14.00' RT "DRWY" 11 +50. '-Ol RECORD DRAWINGS These Record DravVings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible to its accuracy, nor for errors or omissions \o\onich may have been incorporated into these plans as a result. 14.00' RT "DRWY" 11+20.00 FL 35.30 24.00' RT "DRWY" 11+35.86 TC 35.48 14.00' H FL 35.70 +53.47 BCR TC 36.24 FL 35.74 GL 35.91 28.86' RT "DRWY" 11+60.79 TC 35.93 FL 35.43 GL 35.60 I 5 0 5 GRAPHIC SCALE 1 INCH = 5 FEET 10 0 "' ;, ,:, N 0 0 0 u I 5-.c u C ., ml ~ ~ 0 C. ;, ~------------------------------,----------~--,--------,----------------------r----.:::==::--------.----------------------------------1" RE~EWED: 2 1 RE~EWED: DE DOKKEN ENBINEERINB 1400 J'BAZIE ROAD """" '"" SAN DIIIOO, CA Cl2108 (858) 614-8877 ~FESS/ \N FRANKLIN FLORES RCE 83123 DESIGN ENGINEER'S NAME DESIGNED: DRAWN: ~!~ SENIOR CIVIL ENGINEER !; <l'. ~I 0 ·c: ., C. :J ~----------------------,----------1 vii LO sj- t-::-:=:-:=,------'F-'-F+-::-c=----'c'-'s+---+----+-----------------------11-----DATE __ ~9 ... /=20"-/=20=2-2__ ~---------1~ L----------------------------------------------.I...--------------------------..L..c_H_Ec_K_rn_,....:M~T.L...DA_rr~9~=2~0:.,.:a:20~2~2L...N_o ..... __ D_A_TE_ ..... D_E_s_cR_1P_TI_o_N_o_F_R_E_~_s1_0N_s __________ ....,j_A_P_PR_o_v_rn ..... _________ ._ ____________________ ._sH_E_E_T __ o_F ___ ~ SUP E R I O R A V E WEST C O A S T H I G H W A Y GR-1 GR-2 R-7008-S 77 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SUPERIOR AVENUE PEDESTRIAN / BICYCLE GRADING PLAN BRIDGE AND PARKING LOT C-8020-6 KEYMAP SUNSET RIDGE PARK GR-1 "S" LINE SU P E R I O R A V E N U E PROFILE: "S" LINE 12 LEGEND EXISTING WATER EXISTING SEWER EXISTING TELECOM EXISTING ELECTRIC EXISTING GAS EXISTING FIBER OPTIC EXISTING RIGHT OF WAY / PROPERTY LINE PROPOSED CAST IN PLACE RETAINING WALL PROPOSED SEGMENTAL RETAINING WALL LOL (BOTTOM FACE) PROPOSED SEGMENTAL RETAINING WALL TOP FACE PROPOSED CABLE RAILING PROPOSED TEMPORARY HIGH VISIBILITY FENCE WITH TEMPORARY SILT FENCE PER CALTRANS STD. PLAN NO. T65 PARKING LOT GRADE BREAK GRADING LIMIT DRAINAGE FLOW 30 vc t-------------1-------------t------------+-----------+-----------+-------------te!./-- o_ 0 l[) ci ui N 0 0 - + l[) + 0 rn --,,., 10+00 ·s· PROFILE GRADE FINISH GRADE .......______ \ I I N: 2174515.40 E: 604 7564.41 [) R/W ' 05 7"~ I I I 2.4 0 11+00 I I • 0 I- I I I I I I 12+00 HIGH PT S A: 12+51.88 G1: 2.40% EXISTING GRADE 13+00 N: 2174734. 72 E: 6047472.57 "s" 12+55.39 .94) H EXIST 14+00 15+00 ----w--- ----s--- ----T--- ---E--- -G- ------<o--- -------0------- ----0---------- -11-11-11-11-11- 20 NOT TO SCALE SCALE: 0 20 40 GRAPHIC SCALE 1 INCH = 20 FEET HORIZ: 1 "=2D' VERT: 1"=4' 60 "' 0 ~ C " "' u E "-r--N (0 -5-.c u " " ml ~ ~ 0 "- ,--------------------------------,-;:;:==::--------,---;:---,------,----------------------,----r::-====----------r------------------------------------1 i zl REVIEWED: & 4/10/23 REVIEWED: RECORD DRAWINGS These Record DravVings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible to its accuracy, nor for errors or omissions \o\onich may have been incorporated into these plans as a result. DE 14CIO 1'BAZli:E ROAD stJITB 100 SAN Dll!IGO, CA 02108 DOKKEN E NlllllN E E RINllll (858) 51,-8877 v'lf)FESS/ \N FRANKLIN FLORES RCE 83123 DESIGN ENGINEER'S NAME DESIGNED: DRAWN: FF CHECKED: DATE: WALL LAYOUT REVISED & 4/10/23 RFI #024 ~!~ SENIOR CIVIL ENGINEER cs DATE 9L20L2022 !; <l'. ~I 0 ·.:: " "-::, t------------------------.----------lvil l[) sj- ~---------1 (0 ,'.Y-SHEET OF _____________________________________________ .._ ________________________ ....1 ___ ....:;:.:........::...:a:;;..:;.= ..... -.1.... ___ ...... _________________ .L... __ ...J.. ________ ....1. ___________________ ....1. ______ ...Jti.: NO. DATE DESCRIPTION OF REVISIONS APPROVED MT 9 20 2022 SUPERIO R A V E WEST COAST HIGHWAY GR - 1 GR-2 R-7008-S 77 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SUPERIOR AVENUE PEDESTRIAN / BICYCLE GRADING PLAN BRIDGE AND PARKING LOT C-8020-6 MA T C H L I N E S E E S H E E T G R - 3 GR-2 KEYMAP WEST COAST HIGHWAY SUPERIO R A V E N U E ' D R W Y ' L I N E "S" L I N E 13 LEGEND EXISTING WATER EXISTING SEWER EXISTING TELECOM EXISTING ELECTRIC EXISTING GAS EXISTING FIBER OPTIC EXISTING RIGHT OF WAY / PROPERTY LINE PROPOSED CAST IN PLACE RETAINING WALL PROPOSED SEGMENTAL RETAINING WALL LOL (BOTTOM FACE) PROPOSED SEGMENTAL RETAINING WALL TOP FACE PROPOSED CABLE RAILING PROPOSED TEMPORARY HIGH VISIBILITY FENCE WITH TEMPORARY SILT FENCE PER CALTRANS STD. PLAN NO. T65 PARKING LOT GRADE BREAK GRADING LIMIT DRAINAGE FLOW G ,.__ \ LE SEE E EXIST /W 31.96 31.46 TC 31.9 TP 31.4 ----,.~- . 5 % \ /', 2 TC 32.21 TP 31.71 " 0.88 TC 31.09 FL 30.43 TC 30. 71 FL 30.05 TC 34.10 TP 33.60 TC 34.31 TP 33.81 TP 32.69 \--,, __ ) TC 33.91 ( \ GL 13.58~..._ TC 32.69~ TC 33.82 L 32.36 GL 33.48 C 32.83 f TC 33.57 L 32_49 GL 33.24 BMP FG 31 08 ..._ TC 33~54 r=~~~;.c,· = GL 33.20 TC 32•82 BMP FG 31.69 32.48 ., \Q" s N5"51 '3 "E 73. \o" s 33.76' \ <O 1 ~ 0,5% GL 34.0 33 10 I'> 2 9 FS 2. 0 2 • TC 34.5 GL 34.2 I BMP FG 33.30 \ ~ TC 34.58 TP 34.08 GB TC 35.66 TP 35.16 ~ . . . RETAINING WALL 2 -----~SI EWALK ELEVA -s1:.1:. SH ET CD 1 NS TC 38.17 FL 37.51 GL 38.28 • TC 38.61 7 ,. ....,_,~ TC 39.12 GL 38. 79 BMP FG 38.60 ( TC 39.38 TC 39.04 TP 38.881,_;~4'7 GL 38.71 ! BMP FG 37.36 ----,="---=='-"-=-4 TC 39.30 TP 38.80 ' ' TC 39.34 TP 38.84 TC 39.046 °' TP 38. J6 TC 39. 70 39_21 TP 39.20 TP 38. 71, J \ Tc· 39.37;:,, GL 39.04 TC 38.87 GL 38.53 FG 38.37 SEGMENTAL WALL TOP FACE _./ FG 9.63 = --ti -11=11=-11-11-1-1-11 ; 7 E RETAINING WALL 1 EXIST R/W 7.:::::::=-~'='T:12 .. w _ _ SEGMENTAL WALL _=.~:::::::-::::=::~==::::J""9.,...l_ ______ __'.L,_ ______ _:_: ___ .:._ _____ ~ ________ _j ---c=-=-.l2",v-a'--~=---::~T~OtP---:,F~A~C~E-::::._::::::::::::::.~=====-;;-;;.=t==~~~===J:ir,;~=====~-;;_=====-;-r;=====:-;;:;-;;====~ --....____ TI" w--=-s==----12"-w---~--_1 _· 12" w-----12" w-----12" w-----'..l..012" w-----12" w-----12" w-----12" w----- r G-G---G---G---G--G--G---G-G---G---G--G- -G--G---G I .... I s s ;.< \ -----s-----s----::s---_-_-_-_-_-_-_-_-_-s---_-_-_-_-_-_-_-:_-_-s-::_-::_-=----s-----S--+,+---S-----s-----s-----s-----s-----s---/ r=t~-=---=--\ I -, ..... , '' • ~ I . '.. NOT TO SCALE REVIEWED: & 4/10/23 WALL LAYOUT REVISED REVIEWED: DOKKEN ~ 4/10/23 RFI #024 FRANKLIN FLORES RCE 83123 E N Ill I N E E R I N Ill DESIGN ENGINEER'S NAME DE ~!~ SENIOR CIVIL ENGINEER 1460 l'RAZl!:lil ROAD DESIGNED: DRAWN: stmE 100 FF cs SAN DI!OO, CA 91ll108 (858) 514-88"17 CHECKED: DATE: NO. DATE DESCRIPTION OF REVISIONS MT 9 20 2022 t-:::-=-:c-:=--t-::-:=---1----+-----t----------------------t----; DATE __ ~9,../2=0"-/=20=2=2 __ APPROVED ---w------s------T------E----G- ---+co--- & """--,.__,,'-"'__,.._-A-_,,.__A-,..__,.__,A._A..._.,.__A._,.,,____,,__,A._A...__,..__,A.._,,.__,,~ ----0------0--- -0-----0----0-- -11-11-11-11-11- RECORD DRAWINGS These Record Dravvings have been prepared based on information submitted, in part by others While this information is believed to be reliable, City of Newport Beach is not responsible to its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result -" :: ::: :: 20 0 20 40 GRAPHIC SCALE 1 INCH = 20 FEET SHEET 60 OF "' 0 -C: 0 "' C.) E C. " N <O t') N '-. 0 -'-. '1' 0 0, ;o 'tJ N 0 0 "' c., I t') -I V) I 0 I c() '1' <O N / --c() / .c C.) 0 ., ID I -~ 0 C. ;o ., z I ., > <l'. I ~ 0 ·.:: ., C. ::, v,I c() '1' <O N / Ii: SUPE R I O R A V E WEST COA S T H I G H W A Y GR-1 GR-2 R-7008-S 77 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SUPERIOR AVENUE PEDESTRIAN / BICYCLE GRADING PLAN BRIDGE AND PARKING LOT C-8020-6 MA T C H L I N E S E E S H E E T G R - 2 GRAPHIC SCALE 1 INCH = 20 FEET GR-3 WEST CO A S T H I G H W A Y SUP E R I O R A V E N U E KEYMAP NOT TO SCALE 14 LEGEND EXISTING WATER EXISTING SEWER EXISTING TELECOM EXISTING ELECTRIC EXISTING GAS EXISTING FIBER OPTIC EXISTING RIGHT OF WAY / PROPERTY LINE PROPOSED CAST IN PLACE RETAINING WALL PROPOSED SEGMENTAL RETAINING WALL LOL (BOTTOM FACE) PROPOSED SEGMENTAL RETAINING WALL TOP FACE PROPOSED CABLE RAILING PROPOSED TEMPORARY HIGH VISIBILITY FENCE WITH TEMPORARY SILT FENCE PER CALTRANS STD. PLAN NO. T65 PARKING LOT GRADE BREAK GRADING LIMIT DRAINAGE FLOW '-- TC 40.33 TP 39.83 TC 40.28 ,TP 39.78 TC 40.28 TP 39.78 TC 39.99 ' TC 40.25 TP 39.49 TP 39.75 TC 40.11 TP 39.61 TC 40.18 TP 39.68 I ·v..,_ TC 40.15 TP 39.65 TC 39.99 TP 39.49 TC 39.93 TP 39.43 TC 39.75 TP 39.25 f Tc· 39.62 GL 39.29 TC 39.72 -t+--1. GL 39.39 ~--- 2.4 35 0 4' 37' 2.2% 2.1% 2.0 - GB TC 42.10 GL 41.77 \-+',-- TP 41.56 TP 40.80 65 60 55 TP 41.22 -G--- -G -------- TC 43.31 GL 42.98 6 I I ~ :s "~ 0 c::J E T GUTTER P TECT IN PLACE G--- 0 Q - EXIST SLOPED WALL PROTECT IN PLACE © © 0 G----- ----- -G ----------S ~ G --------------~ ----st;. ----------------------s C ----------s -------------------------s ------------ ---------s -( G---G---G----------------~ s ----------------s s ____..---;:. --------------------------------s s -------------------------------s - :"" I lJ 1 = = = = = w s T E -G- 0 & ---0-----0-- -0--------0---- -11-11-11-11-11- EARTHWORK QUANTITIES CUBIC YARDS (CY) / 21,500 (EXCAVATE AND FILL) + 500 (EXCAVATE AND EXPORT) = TOTAL UNCLASSIFIED EXCAVATION 22,000 EXCAVATE AND FILL(PLACEMENT) 12,900 (PARKING LOT FILL) + 8,600 (SEGMENTAL WALL BACKFILL(3l) = 21,500 EXCAVATE AND EXPORT 22,000 (TOTAL UNCLASSIFIED EXCAVATION) -21,500 (FILL) = 500 SEGMENTAL WALL STRUCTURE EXCAVATION TO 8,600 BE HAULED-OFFc,i Czl . A A A A A . . . AAA AAA A A A A A . . ffi 78" CAST-IN-DRILLED-HOLE CONCRETE PILING 400 HAUL OFF MATERIAL C•l TOTAL CIDH/SEGMENTAL WALL EXCAVATION , 8,600+400 = 9,000 MATERIAL TO BE EXPORTEDC'l TOTAL PROJECT MATERIAL EXPORT 9,000 (CIDH/SEGMENTAL WALL EXCAVATION EXPORT(')) + 500 (UNCLASSIFIED EXCAVATION EXPORT)=9,500 NOTES: ffi (1) HIGHLY COMPRESSIBLE MATERIAL THAT SHALL NOT BE REUSED TO BACKFILL. (2) SEE SHEET RW-5 FOR SEGMENTAL WALL STRUCTURE EXCAVATION LIMITS. (3) ADDITIONAL COST RELATED TO SEGMENTAL WALL STRUCTURE BACKFILL IS INCLUDED UNDER CONSTRUCT SEGMENTAL WALL BID ITEM. (4) EXCAVATION VOLUMES FOR TIHIS PROJECT WERE CALCULATED FROM THE BOTTOM OF THE CLEARING AND GRUBBING LIMITS TO THE BOTTOM OF THE PROPOSED GRADING LIMITS. FILL VOLUMES FOR THIS PROJECT WERE CALCULATED FROM THE BOTTOM OF THE CLEARING AND GRUBBING TO THE TOP OF THE SUBGRADE (EXCLUDING PARKING LOT STRUCTURAL SECTION, CONCRETE PAVEMENT, LANDSCAPE TOPSOIL, AND BIORETENTION AREAS). -' - RECORD DRAWINGS These Record Dra'Mngs have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible to its accuracy, nor for errors or omissions .-vhich may have been incorporated into these plans as a result. :.:::::;::; 20 0 20 40 60 "' 0 -C: 0 "' u E 0 IX) N O> - 5-.r:. u 0 Q) ml -~ 0 C. ;. ,-------------------------------,--------------,-,--,-----,---------------------,------,------------.----------------------------------10> & REVIEWED: DOKKEN FRANKLIN FLORES RCE 83123 E N Ill I N E E RINGI DESIGN ENGINEER'S NAME DE 14Ci0 l'BAZl!:I BO.AD DESIGNED: DRAWN: SlJlTE 100 VTh SAN moo. CA 91U08 (BM) 61._89"17 FF cs CAL CHECKED: DATE: 4/10/23 WALL LAYOUT REVISED ffi 9/27/23 EARTHWORK QUANTITIES TABLE REVISED NO. DATE DESCRIPTION OF REVISIONS APPROVED REVIEWED: ~!~ SENIOR CIVIL ENGINEER DATE 9/20/2022 zl !; -<'. ~I 0 ·c: Q) C. ::, f------------------------.----------1 VJI ,n ..j-f----------1 <D ~ SHEET OF ._ ___________________________________________________ _._ _____________________________ ...., _____ .,__._..__..._ _ _. __________________________ _._ ___ _._ __________ ,._ ______________________ _._ _______ _.CL MT 9 20 2022 SUPERIO R A V E WEST COAST HIGHWAY EC - 1 EC-2 EC-3 R-7008-S 77 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SUPERIOR AVENUE PEDESTRIAN / BICYCLE BRIDGE AND PARKING LOT EROSION CONTROL PLAN C-8020-6 EC-1 KEYMAP NOT TO SCALE MA T C H L I N E S E E S H E E T E C - 2 WEST COA S T H I G H W A Y SU P E R I O R A V E N U E SUNSET RIDGE PARK "S" LINE POLLUTION PREVENTION NOTES In order to meet the requirements of the National Pollutant Discharge Elimination System (NPDES) program for construction, construction contractors shall install and maintain appropriate Best Management Practices (BMP's), as shown in the Erosion and Sediment Control Plan, on all construction projects. BMPs shall be installed in accordance with industry recommended standards, and / or in accordance with any General Construction Permit issued by the state for the project to prevent pollutants from being discharged off-site. The contractor shall ensure all sediments, construction materials, debris and wastes, and other pollutants are retained on site and are not transported from the site via sheet flow, swales, area drains, natural drainage courses, wind, or vehicle tracking. Under direction of the Engineer of Record, the contractor shall modify erosion and / or sediment control devices as needed as the project progresses to ensure effectiveness. DRY SEASON REQUIREMENTS QASQA BMP FACT SHEET A. Wind erosion BMPs (dust control) shall be implemented. WE-1 B. Sediment control BMPs shall be installed and maintained at all operational storm drain inlets internal to the project. WE-1 SE-10 WM-8, WM-9 NS-1, NS-3, NS-12 C. BMPs to control off-site sediment tracking shall be implemented and maintained. D. Appropriate waste management and materials pollution control BMPs shall be implemented to prevent the contamination of stormwater by wastes and construction materials E. Appropriate non-stormwater BMPs shall be implemented to prevent the contamination of stormwater from construction activities EC-1F. Deployment of permanent erosion control BMPs (physical or vegetation) shall commence as soon as practical on slopes that are completed for any portion of the site. Standby BMP materials shall not be relied upon to prevent erosion of slopes that have been completed. WET SEASON REQUIREMENTS IN ADDITION TO DRY SEASON REQUIREMENTS QASQA BMP FACT SHEET A. Sediment control BMPs shall be implemented at the site perimeter, at all operational storm drain inlets and at all non-active slopes, to provide sufficient protection for storms likely to occur during the rainy season. SE-6, SE-10 B. Adequate physical or vegetation erosion control BMPs (temporary or permanent) shall be installed and established for all completed slopes prior to the start of the rainy season. These BMPs must be maintained throughout the rainy season. If a selected BMP fails, it must be repaired and improved, or replaced with an acceptable alternate as soon as it is safe to do so. The failure of a BMP may indicate that the BMP, as installed, was not adequate for the circumstances in which it was used. Repairs or replacements must result in a more robust BMP, or additional BMPs should be installed to provide adequate protection. EC-5 EC-1 SE-6, SE-7, SE-10 C. The amount of exposed soil allowed at one time shall not exceed that which can be adequately protected by deploying the referenced standby erosion control and sediment control BMPs prior to a predicted rainstorm. D. A disturbed area that is not completed but that is not being actively graded (non-active area) shall be fully protected from erosion with the referenced temporary and/or permanent BMPs (erosion and sediment control). The ability to deploy standby BMP materials is not sufficient in these areas. Erosion and sediment control BMPs must actually be deployed. This includes all buildings, pads, unfinished roads and slopes. E. Sufficient materials needed to install referenced standby erosion and sediment control BMPs necessary to completely protect the exposed portions of the site from erosion and to to prevent sediment discharges shall be stored on site. Areas that have already been protected from erosion using permanent physical stabilization or established vegetation stabilization BMPs are not considered "exposed" for purposes of this requirement. SE-6, SE-7, SE-10 NOTE 1: The contractor shall have a "weather triggered" action plan and the ability to deploy standby sediment control BMPs as needed to completely protect the exposed portions of the site within 48 hours of a predicted storm event (a predicted storm event is defined as a forecasted 30% chance of rain). NOTE 2: The contractor shall store sufficient materials needed on site to install the standby sediment control BMP (at the site perimeter, site slopes and operational inlets within the site) necessary to prevent sediment discharges from exposed portions of the site. Areas that have already been protected from erosion using physical stabilization or established vegetation stabilization BMPs as described in item F above are not considered "exposed" for the purposes of this requirement. I hereby certify that I have read and understand the requirements in the Construction Runoff Guidance Manual and that the erosion control plans and BMPs shown hereon are in compliance with these requirements. Signed by:RCE/ PE Number: C52187 In case of emergency, the responsible person to be contacted shall be: Name:Title: Company:24-Hr Phone No.: 15 NOTE 3: The contractor shall inspect all catch basins and connecting storm drain lines at completion of project to ensure all temporary inlet protection gravel and/or sand bags have been removed. NOTES: INSTALL TEMPORARY DRAINAGE INLET PROTECTION (TYPE 6B) PER CALTRANS STD. PLAN NO. T64 INSTALL TEMPORARY DRAINAGE INLET PROTECTION (TYPE 3B) MOD PER DETAIL ON SHEET ECD-1 INSTALL AND MAINTAIN TEMPORARY HYDROMULCH UNTIL FINAL EROSION CONTROL/PLANTING IS APPLIED INSTALL TEMPORARY FIBER ROLL INSTALL TEMPORARY CONSTRUCTION ENTRANCE INSTALL TEMPORARY SILT FENCE PER CALTRANS STD. PLAN NO. T51 INSTALL TEMPORARY HIGH VISIBILITY FENCE WITH TEMPORARY SILT FENCE PER CALTRANS STD. PLAN NO. T65 SEE GRADING SHEETS LEGEND EXISTING RIGHT OF WAY / PROPERTY LINE TEMPORARY DRAINAGE INLET PROTECTION (TYPE 6B) PER CALTRANS STD. PLAN NO. T64 TEMPORARY DRAINAGE INLET PROTECTION (TYPE 3B) MOD PER DETAIL ON SHEET ECD-1 TEMPORARY HYDROMULCH TEMPORARY FIBER ROLL TEMPORARY SILT FENCE CABLE RAILING TEMPORARY CONSTRUCTION ENTRANCE CONSTRUCTION NOTES WETLAND • • • • • • • • • • " " • • • • " " • • " • • " • • • • • " • " • " • • • • • " " • " • " • • • • • • " • " • " • • • " " i-• " " • • • • • • " • • • " • • • • • • • • • • • • • " " • " " " • " • • • • • □ 0 0 0 • " • • • • • " • ., " " • • " • " • " " " • • • • • . . " • " " • " " • " • • • • ., • " " • • " " • " • " • • • " " ., • " DE 1460 i'RAZD RQjl) '1JlTI 100 " " • • " • " • " • " " • " • • " " • " • • " " • " • • • • • " • • • • ., ., " • " • • • " • " ., • " " • " • " • • • " • " ., " • DOKKEN ENBINEERINB BAR DIEGO, CA 92108 (868) 514-89'1"1' I I I I I I I I I I EXIST t ~ ~ REVIEWED: PAMELA DALCIN-WALLING RCE C52187 DESIGN ENGINEER'S NAME DESIGNED: DRAWN: 7 11 0 I I I ~ '+ _L RECORD DRAWINGS These Record DraV1..i ngs have been prepared based on information submitted, in pa rt, by others. W hile this information is believed to be reliable, City of Newport Beach is not responsible to its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result Con tractor Must Comply with Season Requ irem en ts through September 30) Dry (May 1 = ~ = = = = = = = = I ..... f REVIEWED: ~!~ SENIOR CIVIL ENGINEER r::c=== __ S_K-i--::--:-::=---E_L1---+-----+-----------------------1-----1 DATE __ ~9,../2=0,,_/=20=2=2 __ CHECKED: DATE: MT 9 20 2022 NO. DATE DESCRIPTION OF REVISIONS APPROVED = = ::: D D D .,, "' .,, ·1 .,, .,, ' -FR--FR--FR- --t:J---------- ---0-----0--- (j) II 1 1 1 1 1 I Con tractor Wet (Oct 1 Must Comply with Season Requirements through April 30) 20 0 20 40 GRAPHIC SCALE 1 INCH = 20 FEET SHEET 60 OF "' 0 -C " "' u E " I') N N N -----"' '-"' 0 "' 3 cl -0 0 u w I If) -:r: IJ) I u I If) ... <!) N / --If) / .c u " " OD I -~ 0 C. 3 " zl ~ <( I ~ 0 ·s: " CL ::, UJI If) ... <!) N / 0.: SUPERIO R A V E WEST COAST HIGHWAY EC - 1 EC-2 EC-3 R-7008-S 77 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SUPERIOR AVENUE PEDESTRIAN / BICYCLE BRIDGE AND PARKING LOT EROSION CONTROL PLAN C-8020-6 MA T C H L I N E S E E S H E E T E C - 3 EC-2 WEST COAST HIGHWAY SUPERI O R A V E N U E KEYMAP NOT TO SCALE ' D R W Y ' L I N E "S" L I N E MA T C H L I N E S E E S H E E T E C - 1 16 NOTES: INSTALL TEMPORARY DRAINAGE INLET PROTECTION (TYPE 6B) PER CALTRANS STD. PLAN NO. T64 INSTALL TEMPORARY DRAINAGE INLET PROTECTION (TYPE 3B) MOD PER DETAIL ON SHEET ECD-1 INSTALL AND MAINTAIN TEMPORARY HYDROMULCH UNTIL FINAL EROSION CONTROL/PLANTING IS APPLIED INSTALL TEMPORARY FIBER ROLL INSTALL TEMPORARY CONSTRUCTION ENTRANCE INSTALL TEMPORARY SILT FENCE PER CALTRANS STD. PLAN NO. T51 INSTALL TEMPORARY HIGH VISIBILITY FENCE WITH TEMPORARY SILT FENCE PER CALTRANS STD. PLAN NO. T65 SEE GRADING SHEETS LEGEND EXISTING RIGHT OF WAY / PROPERTY LINE TEMPORARY DRAINAGE INLET PROTECTION (TYPE 6B) PER CALTRANS STD. PLAN NO. T64 TEMPORARY DRAINAGE INLET PROTECTION (TYPE 3B) MOD PER DETAIL ON SHEET ECD-1 TEMPORARY HYDROMULCH TEMPORARY FIBER ROLL TEMPORARY SILT FENCE CABLE RAILING TEMPORARY CONSTRUCTION ENTRANCE CONSTRUCTION NOTES WETLAND 0 ® 0 0 ® ® 0 I // 15.,, .. .,, .,, .,, 10 .,, .. .,, .. .. D 6 I .. .,, .,, .,, .,, .,, .,, .,, .,, .,, .. .. ----= .. .,, .. .. .. .. .. .,, I EXIST R/W --0 ---- -- ---- -- I DOKKEN E NBINEER I N B DE 1460 i'RAZD RQjl) '1JlTI 100 BAR DIEGO, CA 92108 (868) 514-89'1"1' .,, 3.3 .,, .,, .. 11 .. 9 .. .. 9 -:::::--~"""---- 11 ---- \ I -II 11 11 crvn .. OF CAt. .,, .,, .,, .. .. .. .,, .,, - .,, .,, .,, .. .. .,, "' n .,, .,, .,, .. .,, .,, .,, .,, .. .. .. .. .. .,, .,, .,, .,, .. .. 9 .. .. .. .. .. .,,_ REVIEWED: PAMELA DALCIN-WALLING RCE C52187 DESIGN ENGINEER'S NAME DESIGNED: DRAWN: SK EL CHECKED: DATE: MT 9 20 2022 :;;J_, ~ o=; .;;;;}_, ~ o=; .,, .. .. .,, .,, .. " .,, .. .,, .. .,, .,, .. .,, .,, .,, .,, .,, .. .,, .. .. .,, I .. .. .. .. .,, .,, .. .,, .,, .,, .,, .. .,, .,, .. .. .. .. .,, .,, .. .. .. .. .. .. .,, .. .. .. .. .. .. .. .,, .. .. .. .. .. .. EXIST R/W & 4/10/23 WALL LAYOUT REVISED ffi 4/10/23 RFI #024 NO. DATE DESCRIPTION OF REVISIONS .. I .,, I I APPROVED ~ I I I .. ~ = = = = -.-= = REVIEWED: ~!~ SENIOR CIVIL ENGINEER DATE 9/20/2022 I a a 0 .. .. -FR--FR--FR- --o-----------< ---0------0--- II 1 1 1 1 1 I RECORD DRAWINGS These Record DraWngs have been prepared based on information submitted , in part by others. While this information is believed to be reliable, City of Newport Beach is not responsible to its accuracy, nor for errors or omissions vvhich may have been incorporated into these plans as a result = = :: 20 0 20 40 GRAPHIC SCALE 1 INCH = 20 FEET SHEET en 0 -C 0 en u E C. (Xl N <D "' N '--0 '-..-0 "' ,: 'O N 0 0 u w I <D -:r: IJ) I u I I() ..-<D N 60 / --I() / .c u 0 " (Il I -~ 0 C. ,: " zl ~ <( I ~ 0 ·s: " CL ::, UJI I() ..- <D N OF / 0.: SUPE R I O R A V E WEST COA S T H I G H W A Y EC-1 EC-2 EC-3 R-7008-S 77 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SUPERIOR AVENUE PEDESTRIAN / BICYCLE BRIDGE AND PARKING LOT EROSION CONTROL PLAN C-8020-6 MA T C H L I N E S E E S H E E T E C - 2 EC-3 KEYMAP WEST CO A S T H I G H W A Y SUP E R I O R A V E N U E HOAG HOSPITAL 17 NOTES: INSTALL TEMPORARY DRAINAGE INLET PROTECTION (TYPE 6B) PER CALTRANS STD. PLAN NO. T64 INSTALL TEMPORARY DRAINAGE INLET PROTECTION (TYPE 3B) MOD PER DETAIL ON SHEET ECD-1 INSTALL AND MAINTAIN TEMPORARY HYDROMULCH UNTIL FINAL EROSION CONTROL/PLANTING IS APPLIED INSTALL TEMPORARY FIBER ROLL INSTALL TEMPORARY CONSTRUCTION ENTRANCE INSTALL TEMPORARY SILT FENCE PER CALTRANS STD. PLAN NO. T51 INSTALL TEMPORARY HIGH VISIBILITY FENCE WITH TEMPORARY SILT FENCE PER CALTRANS STD. PLAN NO. T65 SEE GRADING SHEETS LEGEND EXISTING RIGHT OF WAY / PROPERTY LINE TEMPORARY DRAINAGE INLET PROTECTION (TYPE 6B) PER CALTRANS STD. PLAN NO. T64 TEMPORARY DRAINAGE INLET PROTECTION (TYPE 3B) MOD PER DETAIL ON SHEET ECD-1 TEMPORARY HYDROMULCH TEMPORARY FIBER ROLL TEMPORARY SILT FENCE CABLE RAILING TEMPORARY CONSTRUCTION ENTRANCE CONSTRUCTION NOTES WETLAND '--• .. .......,. __ _ .. .. .. 4r.f • .,, .. .. • .. .. .,, .,, .. • .. .. • .,, .. .,, .. .. .. .. .,, ~ -- .. .. .. .. .. .. .. • .. .. .. .. • • .. • • .. • .. .. .. • • .,, .. .. • .,, .,, .. .. ~ I .. .. .. .. .. .. ~ .Ji ,r:·.Jj .. .. .. .. • .. ~ • • .. .. .. .. .. .. .. • • .. .. .. .. .. • .. .. .. :;::::: 0 c::J \ ---------- 0 Q 0 0 0 0 0 0 C ( = = = = --:: = = ::: CD 0 0 © ® © (j) -,d ---z::::.:.; NOT TO SCALE D D D .,, .,, .,, ·1 .,, .,, ' -FR--FR--FR- --tJ----------- --0----0-- Ci) II 1 1 1 1 1 I RECORD DRAWINGS These Reoord Dra'Nings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible to its accuracy, nor for errors or omissions 'Mlich may have been incorporated into these plans as a result 20 0 20 GRAPHIC SCALE 1 INCH = 20 FEET 40 60 "' 0 ~ C 0 "' () E C. co N <D "' 3 'O ,,, 0 0 u w I ..... -:r U) I ul I() ..,. <D N / -~ .c () 0 Q) cnl t'. 0 C. 3 & .------------------------------------..-------------,---,--,-------r-------------------------,------.--------------.----------------------------------------10J zl DOKKEN E NGIINEE R I N GI DE 1460 l'R.lZD BQj]) sum, 100 CIVll., SAN DIEGO, CA 92108 (868) 51'--88'1'7 OF CA1, REVIEWED: 4/10/23 WALL LAYOUT REVISED PAMELA DALCIN-WALLING RCE C52187 DESIGN ENGINEER'S NAME DESIGNED: DRAWN: REVIEWED: ~!~ SENIOR CIVIL ENGINEER !!i ~I 0 ·s: Q) C. ::, 1---------------------------.-----------1 u,I SK EL CHECKED: DATE: I() ..,. t-:c-=:-:=--t--::-:-=---1---+-----t-----------------------t------1 DATE __ ~9,../2=0'-'-/=20=2=2__ 1-----------1 '° MT 9 20 2022 NO. DATE DESCRIPTION OF REVISIONS APPROVED SHEET OF _'.;!-._ ______________________________________________________ _., _______________________________ _._ ____ .;;;.;,._..., .... _.,=__, __ _._ ____ ..._ _____________________ _. ___ _. ___________ .._ _______________________ _. ________ _. a: R-7008-S 77 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SUPERIOR AVENUE PEDESTRIAN / BICYCLE BRIDGE AND PARKING LOT EROSION CONTROL DETAILS C-8020-6 ECD-1 TEMPORARY DRAINAGE INLET PROTECTION (TYPICAL) (TYPE 3B MOD) NO SCALE 18 DRAINAGE INLET ---~ LINEAR SEDIMENT-~ BARRIER (GRAVEL BAG BERM SHOWN) FLOW LINEAR SEDIMENT BARRIER (GRAVEL BAG BERM SHOWN) SHEET FLOW 1' MAX ----,,-~-'{ •• --· L_ DE DOKKEN 1<60 ...... BCaD sumo 100 SAN DIEGO, CA 92108 ENGINEERING (8158) 614-8377 SECTION A-A ~ 0 _J LL Cl ~ <( tl:'. r-z w u z 0 u PLAN VIEW 1' MAX ~-LINEAR SEDIMENT BARRIER (GRAVEL BAG BERM SHOWN) ----..!..~.,__ ..... coNCEN1RATED FLOW ~---SPILLWAY WITH SINGLE LAYER OF GRAVEL-FILLED BAGS i--1---CONSTRUCT GRAVEL BAG BERM •- REVIEWED: PAMELA DALCIN-WALLING RCE C52187 DESIGN ENGINEER'S NAME DESIGNED: DRAWN: BY TIGHTLY ABUTTING GRAVEL-FILLED BAGS TO ELIMINATE GAPS AND VOIDS SHEET FLOW NOTES: 1. DIMENSIONS MAY VARY TO FIT FIELD CONDITIONS. 2. FOR DETAILS NOT SHOWN, SEE CAL TRANS STD. PLAN T62 REVIEWED: RECORD DRAWINGS These Record DraV'lings have been prepared based on information submitted, in part, by others. W hile this information is bel ieved to be reliable, City of Newport Beach is not responsible to its ao:::uracy, nor for errors or omissions Vl'hich may have been incorporated into these plans as a resu lt. ~!~ SENIOR CIVIL ENGINEER t-::-=-:c-:=---'SCCKt-::-:=----'E"'L-l--_-+-____ +--__________________ ---l ___ ---1 DATE __ ~g'--'/2=0"-/=20=2=2 __ CHECKED: DA TE: MT 9 20 2022 NO. DATE DESCRIPTION OF REVISIONS APPROVED "' 0 ~ C 0 "' (.) E 0 ..,. N .. -- N N '-O> -'-O> 0 "' ;o "O -0 0 0 u w I IX) -I V) I u I I!) ..,. co N / -I!) / .c (.) 0 " ID I ~ ~ 0 C. ;o " 7 ~ <( I ~ 0 ~ " C. => V) I I!) ..,. co N SHEET OF / ci.: SUPERIO R A V E WEST COAST HIGHWAY SD-1 SD-2 R-7008-S 77 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SUPERIOR AVENUE PEDESTRIAN / BICYCLE STORM DRAIN PLAN BRIDGE AND PARKING LOT C-8020-6 MA T C H L I N E S E E S H E E T S D - 2 SD-1 WEST COAST HIGHWAY SUPERI O R A V E N U E KEYMAP NOT TO SCALE ' D R W Y ' L I N E "S" L I N E LEGEND EXISTING WATER EXISTING SEWER EXISTING TELECOM EXISTING ELECTRIC EXISTING GAS EXISTING FIBER OPTIC EXISTING CABLE RAILING EXISTING RIGHT OF WAY / PROPERTY LINE PROPOSED CAST IN PLACE RETAINING WALL PROPOSED SEGMENTAL RETAINING WALL LOL (BOTTOM FACE) PROPOSED CABLE RAILING BIORETENTION BMP BIORETENTION BMP DIRECTION AND TOE OF SLOPE EXISTING STORM DRAIN 8" PERFORATED SDR 35 PVC SUB DRAIN PIPE PROPOSED STORM DRAIN PIPE CENTERLINE STORM DRAIN DATA STORM DRAIN ID CONSTRUCTION NOTES 19 NOTES: INSTALL 18" C900 PVC SD PIPE INSTALL 18" SDR 35 PVC SD PIPE INSTALL 8" SDR 35 PVC AREA DRAIN PIPE CONSTRUCT BIORETENTION BMP PER DETAIL ON SHEET SDD-1 INSTALL 8" CLEANOUT PER DETAIL ON SHEET SDD-1 CONSTRUCT GCP INLET PER CSP NO. D75B OR GMP INLET PER CSP NO. D75A CONSTRUCT TYPE G1 INLET PER CSP NO. D72B CONSTRUCT JUNCTION STRUCTURE NO. 1 PER CITY OF NEWPORT BEACH STD. NO. 311 CONSTRUCT PARKWAY CULVERT TYPE "C" (S=3') PER CITY OF NEWPORT BEACH STD. NO. 309 AND PER DETAIL ON SHEET SDD-2 CONSTRUCT 133.1' SWALE PER DETAIL ON SHEET SDD-2 REMOVE 117.6' OF EXIST CONCRETE DITCH REMOVE EXIST INLET REMOVE EXIST MANHOLE INSTALL 8" PERFORATED SDR 35 PVC SUB DRAIN PIPE REMOVE EXIST HEADWALL REMOVE 73.4' OF EXIST CONCRETE DITCH WALL DRAIN PER RETAINING WALL PLANS ON SHEET RW-1 RETAINING WALL GUTTER PER RETAINING WALL PLANS ON SHEET RW-7 INSTALL STANDARD MANHOLE (48" DIAMETER WITH 24" MANHOLE COVER) PER CITY OF NEWPORT BEACH STD. NO. 400 CONSTRUCT 97.5' SWALE PER DETAIL ON SHEET SDD-2 INSTALL 4" SDR 35 PVC DRAIN PIPE PER CALTRANS STD. PLAN NO. B3-6 CONSTRUCT CHECK DAM PER DETAIL ON SHEET SDD-2 CONSTRUCT DITCH TRANSITION PER DETAIL ON SHEET SDD-2 ABANDON EXIST MANHOLE REMOVE EXISTING CURB INLET STORM DRAIN NOTES STENCIL "NO DUMPING DRAINS TO BAY" ON ALL STORM DRAIN INLETS (REFER TO CTSP D71) STORM DRAIN COVERS SHALL BE CAST WITH THE LETTER "D" IN THE CENTER OF THE COVER AND "NEWPORT BEACH" SHALL BE CAST INSIDE COVER INVERT CALLOUTS FOR SUBDRAINS ONLY. SEE DRAINAGE PROFILE SHEETS FOR MAIN LINE INVERTS. CD 0 0 G) ® ® 0 0 ® @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ J\ NO. ~ ~ ~ ~ ~ ~ G ,._ ....____ s CENTERLINE STORM DRAIN DELTA OR BRG. RADIUS ( ft) LENGTH (ft) S53"46'58.45"W 28.86 S55"37'20. 98"W 42.50 S55"37'20. 98"W 69.35 Sl 4"27'07.1 O"E 120.33 S55"37'20. 98"W 50.96 S67"10'02.06"E 128.62 E EXIS R/W REMOVE EXIST JUNCTION STRUCTURE ' REMOVE 41.6' OF ~~ EXIST 18" RCP 157.5' " RCP CONNECT WITH 90" FITTINGS -=c:::= TO GO UNDERGROUND (TYP ALL) ------~ -------14 L=116.5' S=0.8% V •S \ ' OF -EXIST INLET E E E-----E --- 191.1' OF 18" 31.72 RIM ,o·· s 29.15 INV SOLID (NE) 28.55 INV SOLID (S)(NW)(NE 3 ~-~ CONNECT TO 3" RETAINING WALL DRAIN ELEV "' 7.27 1 \-9 ---------------- 9 CORE AND CONNECT Cl TO EXIST INLET EXIST 18" 18" RCP ' ' SEGMENTAL WALL TOP FACE CONNECT TO 3" RETAINING WALL DRAIN -------- L=191.7' -S=0.4% 14 CONNECT TO 3" RETAINING WALL DRAIN ~ EXIST R/W " s \0 8" 8" ffi 39.17 RIM ---w--- ---s--- ---T--- ---E--- --G- ---FO--- @ ffi 36.00 INV 8" PERF (N) 38.30 RIM 34.52 INV 8" SOLID (NW) 35.13 INV 8" PERF (NE) SOLID (SW) PERF (SE) STORM DRAIN DATA ID NORTHING EASTING REMARKS 2174566.06 6047964.23 END REMOVE EXIST CONCR 2174535.31 6048050.04 CENTER OF TYPE G1 =7.12' 2174509.95 6048012.98 CENTER OF TYPE G1 2174546.20 6047968.92 CENTER OF TYPE G1 INLET H=3.17' 2174461.54 6047997.05 CENTER OF TYPE Gl =3.17' 2174469.05 6047953.19 CENTER OF MANHOLE 2174488.62 6047787.08 CENTER OF MANHOLE 2174485. 71 6047745.47 CENTER OF TYPE G1 =4.30' 2174520.12 6047728.93 CENTER OF TYPE G1 2174506.14 6047798.64 CENTER OF TYPE G1 =3.17' 2174555.69 6047877.31 CENTER OF TYPE Gl INLE 2174580.12 6047862.20 BEGIN SWALE 2174586.98 6047729.55 END SWALE 2174594.19 6047732.90 CENTER PARKWAY CULVERT TYPE "C" 2174586.53 6047725.57 BEGIN SWALE 2174562.60 6047631.40 END SWALE 2174570.43 6047632.63 CENTER PARKWAY CULVERT TYPE "C" 2174460.28 6047975.76 LIMIT OF BIORETENTION BMP 2174505.85 6047835.07 CENTER OF CHECK DAM 2174505.72 6047806.72 CENTER OF CHECK DAM 2174437.87 604907.61 CENTER OF MANHOLE SHAFT N ., .t::. u C: 0 "' ..., 1 "W - ELEV ,-,7, 14 >-__J 12" W 12" W 12" W 1~· W 12" W I . ===============================================~/ I -12" -WC'--~=--------12" W -----12" W =I T2"" W---'=--s-==1--~-12"-w----~--.12" W-----12" W =====2.~~=J:l==:+j~~'._======-.'..:_~=====-.'_=._."...::=------_'":_:::__ ____ _:_::_:__ ______ _ -a r G- -" I 5\ s \ DATA REMARKS 18" SDR 35 PVC SD PIPE 18" SDR 35 PVC SD PIPE 18" SDR 35 PVC SD PIPE 18" C900 PVC SD PIPE 18" C900 PVC SD PIPE 18" C900 PVC SD PIPE G -G- © I I -----s-----s-----s-----s-----s----- I I s s s s s I I s s -G---G- --s--s1 I -- ----=· :: = - ---- -----= = ;:. -.-- - - - - a Cl Vl I O> -I Vl I ul I() v <D N / --p ..... , ~ RECORD DRAWINGS •. • .., • _ '.. 20 0 20 40 60 g These Record Drmovings have been prepmed based on information submitted, in p211t, by -a, others. Wh ile this information is believed to be reliable, City of Newport Beach is not m1 responsible to its accuracy, nor for errors or omissions Wlich may have been incorporated GR AP HI C SCALE t::O into these plans as a result l!:::::=====::===================----------.------------r---,---.-----,----------------------,-----.--------------.----------------_'.1_:IN'.::C:'.:H~=_:20:..'.F..::E:E_:_T ______ _J ~ & DE 1400 l'MZD ROAD S1JlTE 100 SAN DJEGO, CA 92108 DOKKEN ENBINEERINB {868) 514-897"1 REVIEWED: 4/10/23 ffi 4/10/23 & 09/27/23 DESIGN ENGINEER'S NAME ffi 1/4/24 DESIGNED: DRAWN: WALL LAYOUT REVISED RFI #024 RFI #053 RFI #072 REVIEWED: ANDY TRAN RCE 63670 SENIOR CIVIL ENGINEER zl ~ <( ._I 0 ·s: ., "-::, 1------------------------r-----------1 Vll I() v r::c===--t-::-:--=---1---+-----t-----------------------1------1 DATE________ 1---------1 w ~~m: om: ~ g 20 2022 NO. DATE DESCRIPTION OF REVISIONS APPROVED SHEET OF ._ ________________________________________________ _. ____________________________ .._ ____ .............. _._=_._ _ _. ____ _._ ___________________ .._ __ ..... __________ .._ _____________________ ._ ______ ..... a: SUPE R I O R A V E WEST COA S T H I G H W A Y SD-1 SD-2 R-7008-S 77 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SUPERIOR AVENUE PEDESTRIAN / BICYCLE STORM DRAIN PLAN BRIDGE AND PARKING LOT C-8020-6 MA T C H L I N E S E E S H E E T S D - 1 SD-2 KEYMAP WEST CO A S T H I G H W A Y SUP E R I O R A V E N U E HOAG HOSPITAL 20 STORM DRAIN NOTES STENCIL "NO DUMPING DRAINS TO BAY" ON ALL STORM DRAIN INLETS (REFER TO CTSP D71) STORM DRAIN COVERS SHALL BE CAST WITH THE LETTER "D" IN THE CENTER OF THE COVER AND "NEWPORT BEACH" SHALL BE CAST INSIDE COVER NOTES: INSTALL 18" C900 PVC SD PIPE INSTALL 18" SDR 35 PVC SD PIPE INSTALL 8" SDR 35 PVC AREA DRAIN PIPE CONSTRUCT BIORETENTION BMP PER DETAIL ON SHEET SDD-1 INSTALL 8" CLEANOUT PER DETAIL ON SHEET SDD-1 CONSTRUCT GCP INLET PER CSP NO. D75B OR GMP INLET PER CSP NO. D75A CONSTRUCT TYPE G1 INLET PER CSP NO. D72B CONSTRUCT JUNCTION STRUCTURE NO. 1 PER CITY OF NEWPORT BEACH STD. NO. 311 CONSTRUCT PARKWAY CULVERT TYPE "C" (S=3') PER CITY OF NEWPORT BEACH STD. NO. 309 AND PER DETAIL ON SHEET SDD-2 CONSTRUCT 133.1' SWALE PER DETAIL ON SHEET SDD-2 REMOVE 117.6' OF EXIST CONCRETE DITCH REMOVE EXIST INLET REMOVE EXIST MANHOLE INSTALL 8" PERFORATED SDR 35 PVC SUB DRAIN PIPE REMOVE EXIST HEADWALL REMOVE 73.4' OF EXIST CONCRETE DITCH WALL DRAIN PER RETAINING WALL PLANS ON SHEET RW-1 RETAINING WALL GUTTER PER RETAINING WALL PLANS ON SHEET RW-7 INSTALL STANDARD MANHOLE (48" DIAMETER WITH 24" MANHOLE COVER) PER CITY OF NEWPORT BEACH STD. NO. 400 CONSTRUCT 97.5' SWALE PER DETAIL ON SHEET SDD-2 INSTALL 4" SDR 35 PVC DRAIN PIPE PER CALTRANS STD. PLAN NO. B3-6 CONSTRUCT CHECK DAM PER DETAIL ON SHEET SDD-2 CONSTRUCT DITCH TRANSITION PER DETAIL ON SHEET SDD-2 ABANDON EXIST MANHOLE REMOVE EXISTING CURB INLET LEGEND EXISTING WATER EXISTING SEWER EXISTING TELECOM EXISTING ELECTRIC EXISTING GAS EXISTING FIBER OPTIC EXISTING CABLE RAILING EXISTING RIGHT OF WAY / PROPERTY LINE PROPOSED CAST IN PLACE RETAINING WALL PROPOSED SEGMENTAL RETAINING WALL LOL (BOTTOM FACE) PROPOSED CABLE RAILING BIORETENTION BMP BIORETENTION BMP DIRECTION AND TOE OF SLOPE EXISTING STORM DRAIN 8" PERFORATED SDR 35 PVC SUB DRAIN PIPE PROPOSED STORM DRAIN PIPE CENTERLINE STORM DRAIN DATA STORM DRAIN ID CONSTRUCTION NOTES / ---- 9.17 RIM , , --8.00 INV 8" PERF (NW) 7 _ --- L=191.7 141--' •• ---------" ..--___.., S=O. 4% ~ ------ -------'111 l •• --G RECORD DRAWINGS G------------ These Record Dra'Nings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible to its accuracy, nor for errors or omissions wti ich may have been incorporated into these plans as a result G ------ ~ :::::: -:::::: - I '.-" " I 0 c::J 0 :::::: - ED ED ~~2244" RCP G----- ----- -G ----------S ~ ----------~ s '; -----------------s C --------s ------------------------s ----------- --------s ( G ------------------~ s ------- --------s s -------=:: -------------------- --------s s ----------------------------s -------\ • w s T E -G- 0 0 0 0 0 ® ® 0 ® ® @ @ @ @) @ @ @ @ @ @ @ @) @ @ @ @ NOT TO SCALE CENTERLINE STORM DRAIN DATA NO. DELTA OR BRG. RADIUS (ft) LENGTH (ft) REMARKS ~ S53"46'58.45"W -28.86 18" SDR 35 PVC SD PIPE ~ S14'27'07.10"E -120.33 18" C900 PVC SD PIPE STORM DRAIN DATA ID NORTHING EASTING REMARKS /1\ 2174554.20 6048075.75 CENTER OF GCP INLET, BEG REMOVE EXIST CONCRETE DITCH /2.· I\ 2174431.03 6048028.95 LIMIT OF BIORETENTION BMP li 2174426.50 6048025.83 LIMIT OF BIORETENTION BMP 4 2174425.79 6048008.30 BEG REMOVE EXIST CONCRETE DITCH M\ 2174365.24 6048043.28 END REMOVE EXIST CONCRETE DITCH £A 2174348.89 20 CENTER OF SHAFT OF 6047982.50 JUNCTION STRUCTURE NO. 1 0 20 40 GRAPHIC SCALE 1 INCH = 20 FEET 60 N OJ .c u C 0 ti) - ..- N '-ID a '--a "' '" "O N a a 0 VJ I a N I VJ I ul I[) ..- ID N / -~ .c u 0 OJ cnl -~ 0 C. ,-----------------------------===::--------.----::--;-----,---------------------,-----,-::-::==,----------.----------------------------------1~ REVIEWED: 2 1 REVIEWED: & 4/10/23 DOKKEN E N GI I N E E R I N GI DE ........... IIOAI) SUITE 100 SAN DIEGO, CA. 02108 (858) 51'--89'1'7 WALL LAYOUT REVISED & 1/4/24 RFI #072 ASHLEY ORSABA-FINDERS RCE 77894 DESIGN ENGINEER'S NAME ~!~ SENIOR CIVIL ENGINEER gi <( ~I 0 ·s: OJ C. ::, 1------------------------r----------lVJI I[) t-:::-==--t-:c,=---t---+-----f---------------------+----IDATE __ -"'9,..,/2.,0,_/2.,.,0"'2.,_2__ f-----------1;1; DESIGNED: DRAWN: SK EL CHECKED: DATE: APPROVED SHEET OF _'.;!-.._ ________________________________________ .i.... ______________________ ....,_ ___ .:::.:.1_.;:.J.:.~~.L...-I....--....L----------------.l....--.l...-------....l..-----------------....l ...... =-------__J O.: NO. DATE DESCRIPTION OF REVISIONS MT 9 20 2022 R-7008-S 77 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SUPERIOR AVENUE PEDESTRIAN / BICYCLE BRIDGE AND PARKING LOT STORM DRAIN PROFILE C-8020-6 SDPF-1 NOTES: CONSTRUCT GCP INLET PER CSP NO. D75B OR GMP INLET PER CSP NO. D75A CONSTRUCT TYPE G1 INLET PER CALTRANS STD. PLAN NO. D72B CONSTRUCT JUNCTION STRUCTURE NO. 1 PER CITY OF NEWPORT BEACH STD. NO. 311 INSTALL STANDARD MANHOLE (48" DIAMETER WITH 24" MANHOLE COVER) PER CITY OF NEWPORT BEACH STD. NO. 400 21 LEGEND STORM DRAIN DATA PROFILE: STORM DRAIN LINES L5 AND L6 PROFILE: STORM DRAIN LINES L1, L2, AND L3 PROFILE: STORM DRAIN LINE L4 vf~E:'f;O;lf'<lfl'<!e-W:I>; A ~ ill I\ r--. RIM-46.99 EL ~\:Y ✓ v ---v V V ' •, / . -',, / /4 1 0G 0t \----/4' ·, I I •, - I i:_ --I r;:,, \ ----/ / -I '-...------......... " I '-..( --- I \ _J ----l~ l~ w _J I -----" • _J I _J -~-D ., ., \ Ol I , \ "' cxi "' "' I/ ,r I . r::: I r::: ::, II \ _\ ti:' -. I z 1!, < 1!, -·-Cl'. ' -f _, l~-21, Cl'. I Cl'. --: ' ·-' \ \. "· -n 3/ j/ --< -----. / '\ V' "'-------Q ---f ~"'7 . i51/ -I i,/ ·., --------' -------' ---. y I ' I n/ 34_52 ..,_":,)7 < ' ,~ ' / " ¥ LINE L 1 '; v-a" (, / I ' ----... N.1&1 \ "5'b· S-U.007 LINE L2 ----... M ~ m,L \ ll ,3.!l.-1-< > u '¼.-;, ' ~-,(J. I -{ J . rQ, LINE L: -....:..::..._ I 1\11, I ' ::---:::::._11\1 / / '\ > \. ::, ,u.oo 6, ,u '/ '> --. ,u . 6 2"\ -z . A 6 A 6 6 6 = ;; -, ,., ~ = \ D D -' e OJ \. I ·.,, .,.; N l{) "-. " < y ....... -4.46 FPS N V10_ ... = 4.81 FPS 0100=2.42 CFS "' 0100-3.05 CFS ,--I' z z ' 28.86 LF 42.5 l LF D ~ / < 18" SDR 35 18 SDR . 5 PVC SD V o--5.44 FPS ci "' "' ,-ve-s~ 0 00=5.03 CFS "" ( I HGL ' ' 69.35 LF :::----\ 18" DR 35 PVC SD l ~/ \ -,¾"-£ ~'<,;:/;" ............... -... . ;:--......___ \ c,~'' c,<:J ';xf, ,. --.......... --..............--............. , ·v , ' ............... -... --... 2t. A -="' L,, / ............... -=- 10 40 I'-.. ·9j RIM=37. ' A _, -4-/2-Z\ ,(19, "IM-='35:B-: ·; ----. ----. . ----~---~-----=--OG ~(,';-;\ RIM=32.32 EL I -. ---I ------. -- _, __ -_ _J ___ --------- 13\ _/ V V V --"" -_ .... ---- I ' I --.i----i' I. '~ 30 / ..._ :; oJ;Y' IL ,?' I I 16-L \. < I LINE L6 ----. / ~ 0.on, --, -. ---. -'-!Nie le " --'12~1/ .. ----s 0.010 -. \. - ---'o/ -' ~._., ----. ' ...,01/ . . I . --- '1/ --. -. -- 9-/ -A > ---.. / " / z ------=-----z - ;,:; V100 2.8 FPS ,:::: l{) v . ., 2.84 FPS 20 0100=5.0 CFS ..,: N 0100=5.01 CFS l{) N N 128.6. LF 18" C900--P Cu 'R 14 50.96 LF ---,g c;900--PVC-Ut< 1 4 REVIEWED: & v'@FF.8S/®;! DOKKEN ~~ ASHLEY ~ ASHLEY ORSABA-FINDERS RSABA-.FINDE ,,._ ~ RCE 77894 - E N Ill I N E E R I N Ill .'No. 77894 DESIGN ENGINEER'S NAME Exp. 06-30-23 1.(60 J'BAZli:E ROAD ~~ crvn, ~ DESIGNED: DRAWN: ·-stJITB 100 1°v SAN Dll!IGO, CA 02108 (858) 51,-8877 SK EL OF CAL~_;,,-, CHECKED: DATE: NO. MT 9/20/2022 \ 1 FG \/ \ -. -- \, ·,, I U\,, - 'I •, . ~ ( ro \ ' _J ~ \ D D Ol \ . II . - \ i>' ~ L!l\11: ---------~s~ o ~., ----- .........___ •0an / --·- ' ............... -... -... \_ --.......:___~ ............... \_ // ---.......:: ---.......... ~ 0 -... -\ ',) ---.........: :_---......, ............... _J 0. ~ z - ~ f-z u > e= en -~ Cl'. w ,d-0. "": '--==:: "' V100=14.42 FPS - :::nr0-1-1-c1-0-G ~ ' -= ~J' ..... 120.33 LF 'OtJ¥~ .-8-"-G9 00 PVG--BR--1-4 ~~)\" ,, - \ 4 EL -------. . . - ll - --~-1 o --...-/. V. "'-Z!'.' .0 ., ~ -- ~l'v.~ > • 6 7X;,f..._ z <D 0 09/27 /23 RF! #053 DATE DESCRIPTION OF REVISIONS -~ ') Ci) ~ :\ '-Y \..l_ !) /2., ~ RECORD DRAWINGS These Record Dra\,vings have been prepared based on information submitted, in part, by others. Wh ile th is information is believed to be reliable, City of Newport Beach is not responsible to its accuracy, nor for errors or omissions 'lklich may have been incorporated into these plans as a result REVIEWED: ~!~ SENIOR CIVIL ENGINEER DATE 9/20/2022 APPROVED . 48 . 2 t.. 10 40 30 SCALE: H0RIZ: VERT: SHEET 1 "=20' 1"=4' OF N " .c u C 0 rn ~ E o_ "' D <I' -D D u.. 0. Cl en I R-7008-S 77 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SUPERIOR AVENUE PEDESTRIAN / BICYCLE BRIDGE AND PARKING LOT STORM DRAIN DETAILS C-8020-6 SDD-1 SPLASH PAD NO SCALE LINER FASTENING DETAIL NO SCALE 8" CLEANOUTS NO SCALE CURB CUT NO SCALE 22 8" CLEANOUT BIORETENTION BMP t A SIDEWALK PER CNB STD-180-L W/ THICKENED SIDEWALK EDGE TREATMENT \PARKING LOT SPLASH PAD SEE DETAIL THIS SHEET SEE DOWNSTREAM STORMWATER FACILITY CONNECTION DETAIL TYPICAL PLAN VIEW G1 INLET PER STORM DRAIN PLAN SHEETS SEE GRADING PLANS FOR SPOT ELEVATIONS AND SHEET SDD-2 FOR ELEVATIONS AT CHECK DAMS CURB CUT TYPE A PCC CURB AND GUTTER (MOD) PER DETAIL ON SHEET SP-1 OR TYPE B PCC CURB (MOD) PER DETAIL ON SHEET SP-1 SEE SITE PLAN SHEETS -- VARIES 1'-25.5' 8" PERFORATED SOR 35 PVC PIPE PER STORM DRAIN PLAN SHEETS G1 IN LET SEE STORM DRAIN PLANS 30 MIL PLASTIC LINER SEE DETAIL THIS SHEET TYPE A PCC CURB AND GUTTER PER DETAIL ON SHEET SP-1 OR TYPE B PCC CURB (MOD) PER DETAIL ON SHEET SP-1 SEE SITE PLAN SHEETS CURB CUT (MOD) 6' SIDEWALK (SHOWN BELOW}, TYPE A PCC CURB AND GUTTER (MOD) PER DETAIL ON SHEET SP-1, OR TYPE B PCC CURB (MOD} PER DETAIL ON SHEET SP-1 SEE SITE PLAN SHEETS PARKING LOT FLOW 6" 3" MULCH 'r,,, SLOPE PER SITE PLAN SHEETS A L ASPHALT CONCRETE CTB 30 MIL PLASTIC LINER SEE DETAIL THIS SHEET SPLASH PAD SEE DETAIL THIS SHEET f 30 MIL PLASTIC LINER / J. SEE DETAIL THIS SHEET PLAN VIEW SPLASH PAD SURFACE A J SECTION A-A NON-COMPACTED NO. 2 COARSE AGGREGATE W/ GROUT BINDING 30 MIL PLASTIC LINER SEE DETAIL THIS SHEET -, <( ::;; - COMPACTED SUBGRADE SIDEWALK PER CNB CTD-180-L W/ THICKENED SIDEWALK EDGE TREATMENT 30 MIL PLASTIC LINER SEE DETAIL THIS SHEET 3" CHOKER LAYER 36" AASHTO #57 STONE LAYER 18" BIORETENTION SOIL MEDIA 8" PERFORATED SOR 35 PVC PIPE PER STORM DRAIN PLAN SHEETS 3" MULCH BIORETENTION SOIL MEDIA SECTION VIEW 24" GUTTER PER PLANS CONSTRUCTION I • • I JOINT ' N CURB LINE ' N . R=6": •· .• TYP. >:~-/i __ ·.·••····•-·· ...... A J SPLASH PAD SEE DETAIL THIS SHEET BIORETENTION CONSTRUCTION JOINT w COMPACTED SUBGRADE TYPE A PCC CURB AND GUTTER (MOD} PER DETAIL ON SHEET SP-1 OR TYPE B PCC CURB (MOD) PER DETAIL ON SHEET SP-1 SEE SITE PLAN SHEETS 30 MIL PLASTIC LINER SEE DETAIL THIS SHEET BMP PLAN VIEW 3" MULCH ' 0 <D SECTION A-A BIORETENTION BMP SURFACE 2"x}§" .ALUMIN.UM FLAT BAR REVIEWED: SHEET NOTES: 30 MIL PLASTIC LINER SEE DETAIL THIS SHEET 3" CHOKER LAYER 18" AASHTO #57 STONE LAYER 45" ELBOW 1. ON CLEAN CONCRETE SURFACE, ADHERE LINER TO CONCRETE WITH SILICONE SEALANT OR EQUIVALENT PER MANUFACTURER RECOMMENDATIONS TO TOP t OF 30 MIL PLASTIC LINER. 2. SECURE 30 MIL PLASTIC LINER TO CONCRETE WITH 2" ALUMINUM OR STAINLESS STEEL FLAT BAR AS DIRECTED PER PLAN. 3. AS AN ALTERNATIVE, HIT ANCHORS CAN BE SUBSTITUTED WITH STAINLESS STEEL ANCHORS AT 24" O.C. OR POWDER ACTUATED FASTENERS AT 12" O.C. 4. TRIM EXCESS 30 MIL PLASTIC LINER TO BE FLUSH WITH SURFACE ELEVATION. 5. CONTRACTOR MEANS AND METHODS SHOULD AVOID/MINIMIZE WRINKLES TO THE 30 MIL PLASTIC LINER. DE DOKKEN ASHLEY ORSABA-FINDERS RCE 77894 ENGINEERING DESIGN ENGINEER'S NAME DESIGNED: DRAWN: • . . . ♦ .. .. • + ♦ .. ♦ .. ... .. .. .. .. .. .. ... .. .. .. • TYPICAL PLAN VIEW PIPE SEAL GASKET & CAP 8" SOR 35 PVC PIPE 8" CLEANOUT 8" CLEANOUT 45" ELBOW 3" 8" PERFORATED SOR 35 PVC PIPE <f¢>'-..: <f¢>'-..: 8" CLEANOUT SECTION A-A 18" AASHTO #57 STONE LAYER STANDARD WYE BRANCH 8" PERFORATED SOR 35 PVC PIPE 8" PERFORATED SOR 35 PVC PIPE PIPE SEAL GASKET & CAP 8" SOR 35 PVC PIPE 8" CLEANOUT EDGE CONDITION SECTION B-B NOTE: LOCATION OF 8" CLEANOUTS, AND UNDERDRAIN PER STORM DRAIN PLAN SHEETS. RECORD DRAWINGS These Record Drawings have been prepared based on information submitted , in part, by others. While th is information is believed to be reliable, City of Ne1iVport Beach is not responsible to its accuracy, nor for errors or omissions vvhich may have been incorporated into these plans as a result REVIEWED: ~!~ SENIOR CIVIL ENGINEER 1<60 ....... BCaD sumo 100 SAN DIEGO, CA 92108 (8158) 614-8377 t-:-:-=-:c-:=--'S""Kt-::-:=---'E"'L-l----+-----J----------------------1----1 DATE __ ~g""/2=0"-/=20=2=2 __ CHECKED: DA TE: MT 9 20 2D22 NO. DATE DESCRIPTION OF REVISIONS APPROVED SHEET OF "' 0 -C 0 "' () E 0 '° N .. - N N .....__ m -:::_ m 0 o> 3 -0 -0 0 0 0 (/) I N N I (/) I u I '° ..,. <D N / -'° / .c () 0 " ID I -~ 0 C. 3 " 7 ~ <( I ~ 0 ~ " C. ::, (/) I '° ..,. <D N / ci.: R-7008-S 77 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SUPERIOR AVENUE PEDESTRIAN / BICYCLE BRIDGE AND PARKING LOT STORM DRAIN DETAILS C-8020-6 SDD-2 SWALE NO SCALE LINER PENETRATION NO SCALE PVC PIPE CONNECTION TO STORM DRAIN STRUCTURE NO SCALE 23 CONCRETE CHECK DAM NO SCALE ORIFICE PLATE CAP DITCH TRANSITION NO SCALE CONCRETE CHECK DAM NON-COMPACTED NO. 2 COARSE AGGREGATE W/ GROUT BINDING • .. + • • • • • • • .. .. . . . .. . . . .. .. .. • • • + + • • • .. • + .. + .. + • • • • • .. .. .. . .. . .. .. .. . A ............ . .. .. .. .. ... . · ·L · ............ .. .... ·0.50%·.. .. • ......... .. • • MAX • • • • • • • • + • • • • • • • .. .. .. .. + .. .. + .. .. + .. .. .. . .. .. .. .. .. . • .. • .. .. • • + .. .. + + .. + .. + • .. .. + • TYPE B PCC CURB (MOD) PER DETAIL ON SHEET SP-1 TYPE A PCC CURB AND GUTTER (MOD) PER DETAIL ON SHEET SP-1 #4 DOWEL BARS, TYP 30 MIL PLASTIC LINER PER DETAIL ON SHEET SDD-1 TYPE A PCC CURB AND GUTTER (MOD) PER DETAIL ON SHEET SP-1 • • .. .. + + • • • .. • • • . .. .. .. . .. .. . .. .. .. .. .• + + .... + + ....... .. ....... ·A·.· ..... • ........... • .. •.• .. ·:;_J· .......... + .. + .. ................ ""FLOW,'" ............. .. • • ---~~· ..... + ...................... 0.50% .............. . ................ MAX ............. . .. .. .. .. .. + .. .. • .. + + . .. . .. .. . . .. . .. .. .. . • .. .. .. .. + .. + + .. + + + • • .. + • • • • .. + • + 30 MIL PLASTIC LINER PLAN VIEW ' _, VARIES TOP OF CONCRETE CHECK DAM DOWNSTREAM BIOFIL TRATION BMP SURFACE C '--------+---1---/ C BOTTOM OF CONCRETE CHECK DAM SECTION B-B / WALL OF CONCRETE STORM DRAIN STRUCTURE R=f DOWNSTREAM FL ELEVATION NON-COMPACTED No. 2 STONE WITH GROUT BINDING 6" UPSTREAM FL ELEVATION I I B MULCH FLOW MULCH BIORETENTION BMP GRADING AND CHECK DAM DATA TABLE ID UPSTREAM DOWNSTREAM FL EL FL EL I_J SECTION A-A (2)-#4 BARS CONTINUOUS (2)-#4 BARS CONTINUOUS BOTTOM OF TYPE A PCC CURB AND GUTTER (MOD) PER DETAIL ON SHEET SP-1 BIORETENTION SOIL MEDIA .... : . CHOKER LA YER AASHTO #57 STONE LAYER CHECK DAM HEIGHT + 6" MIN TYPE A PCC CURB AND GUTTER (MOD) PER DETAIL ON SHEET SP-1 SECTION C-C 30 MIL PLASTIC LINER PER DETAIL ON SHEET SDD-1 DRILL & EPOXY 6" MIN, TYP. (l'.'. <( ~ u 1' ,-,_~, N (l'.'. • <( " w N-' u . . ": -~ . : .: . -· -•.,·. : .. -~h ,., . .-:._,. CHECK DAM CHECK DAM END CONNECTION NOTES: 1. CONCRETE CHECK DAM SHALL BE A CONTINUOUS POUR (NO JOINTS). 2. CONCRETE SHALL BE 560-C-3250. (/) w Cl vi _J _J <( z ::, 32.07' 31.70' 31.56' 31.27' DITCH TRANSITION GCP INLET A L 3" CONCRETE A GCP INLET _J C PLAN VIEW RECORD DRAWINGS These Record Drawings have been prepared based on information submitted, in part, by others. While th is inform:;ition is bel ieved to be reliable, City of Newport Be:;ich is not responsible to its accuracy, nor for errors or omissions \IVhich may have been incorporated into these pl:;ins :;is a result. EXISTING SIDEWALK PROPOSED 2: 1 SLOPE 4: 1 PROPOSED 3' WIDE ls.wA~EI NOTE: PLANTING PER PLANTING PLAN. 30 MIL PLASTIC LINER WELD BOOT TO LINER USING BONDING ADHESIVE WELD BOOT TO OUTLET PIPE USING BONDING ADHESIVE SECTION A-A PARKWAY CULVERT TYPE "c" PER CITY OF NEWPORT BEACH STD. NO. 309 PROPOSED 2: 1 SLOPE PROPOSED 3' WIDE SWALE 1.5' HP FL 3' FL HP 1.5' FG 1.5' HP FL HP 1.5' 3' 5' MATCH SLOPE [ EXIST CONCRETE DITCH -- 3" CONCRETE 3" CONCRETE SECTION A-A GCP INLET PARKWAY CULVERT TYPE "C" PER CITY OF NEWPORT BEACH STD. NO. 309 2' TRANSITION 2: 1 MAX 2' TRANSITION SECTION C-C SEE STORM DRAIN PLAN SHEETS FOR ELEVATIONS SECTION C-C SWALE FLOWLINE EXISTING CURB AND GUTTER FL 0 PARKWAY CULVERT TYPE "C" PER CITY OF NEWPORT BEACH STD. NO. 309 FL N EXISTING SIDEWALK FLOW LINE ----"' 0 ~ C 0 "' u E SEE STORM DRAIN PLAN SHEETS ':.;. 2: 1 PARKWAY CULVERT CENTERLINE FL P 0 I!) N 8" OR 18" NON-PERFORATED SDR 35 PVC PIPE PER STORM DRAIN PLAN SHEETS GROUT AS NECESSARY ENSURE WATER TIGHT PENETRATION (TYP) FLOW ... · .. ·. ELEVATION VIEW ORIFICE PLATE CAP SEE DETAIL THIS SHEET <t_-+o) lk DRILL 1" HOLE oc.Y- ELEVATION VIEW 8" OR 18" NON-PER FORA TED SDR 35 PVC PIPE PER STORM DRAIN PLAN SHEETS PIPE CLAMPS FLO\¾, I PLASTIC BOOT 12" TYP ELEVATION VIEW OG NOTE: PLANTING PER PLANTING PLAN. SECTION B-B PARKWAY CUL VERT ELEVATION DATA TABLE ID FL N FL 0 FL P INV X k 17.10 17.26 17.42 18.59 M 11.20 11.28 11.35 11.77 INV X c 2' TRANSITION c L 2' TRANSITION _J 1--------.--+----&---+--~---1 FLOW LINE NOTE: NO DEPRESSION AT TIHE PARKWAY CULVERT WILL BE PROVIDED. PLAN VIEW .. - o-> ;, " N 0 0 Cl Cl (/) I I') N :r (/) I ul I!) " <D N / -,. .c u 0 OJ IDI t'. 0 C. ;, .-------------------------------.-------------,---,-------.----------------------,----,-----------..--------------------------------10J zl DE 1460 l'RAZl!:lil ROAD sumo 100 DOKKEN EN131NEEAINl3 SAN DIBOO, CA 92108 (858) 61'--89'1'7 REVIEWED: REVIEWED: !!; ~I ASHLEY ORSABA-FINDERS dAA!.:, J~ .g RCE 77894 ~N RCE 63670 ii;_ DESIGN ENGINEER'S NAME SENIOR CIVIL ENGINEER 0 1-----------------------..----------11 DESIGNED: DRAWN: t0 r:::-=-:= __ S_Kt-::-:=---E_L1---+-----t---------------------t----; DATE __ ~9,../z=Oc._/=20=2=2__ 1-----------1 ;1; CHECKED: MT DA~: 20 2022 NO. DATE DESCRIPTION OF REVISIONS APPROVED SHEET OF _'.Y-._ ________________________________________________ _. ____________________________ ...._ _____ _._ .... ....__,._=_._ _ _. ____ ..._ ___________________ .._ __ ___. __________ .._ _____________________ ._ ______ ___. o.: SUP E R I O R A V E WEST C O A S T H I G H W A Y UT-1 UT-2 UT-3 R-7008-S 77 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT UTILITY AND LIGHTING PLAN SUPERIOR AVENUE PEDESTRIAN / BICYCLE BRIDGE AND PARKING LOT C-8020-6 MA T C H L I N E S E E S H E E T U T - 2 UT-1 KEYMAP WEST COA S T H I G H W A Y SU P E R I O R A V E N U E SUNSET RIDGE PARK "S" LINE 24 NOTES: 1. BRIDGE RECESSED LIGHTING SHALL BE ORGANIC LIGHTING SYSTEMS liniLED TOP HP WITH 2" LINE EXTRUSION FROSTED LENS 2700K 424' OR APPROVED EQUAL. LEGEND EXISTING WATER EXISTING SEWER EXISTING TELECOM EXISTING ELECTRIC EXISTING GAS EXISTING FIBER OPTIC EXISTING STREET LIGHTING EXISTING RIGHT OF WAY / PROPERTY LINE PROPOSED CAST IN PLACE RETAINING WALL PROPOSED SEGMENTAL RETAINING WALL LOL (BOTTOM FACE) PROPOSED SEGMENTAL RETAINING WALL TOP FACE PROPOSED CABLE RAILING 0 □ 0 0 0 0 FOR BRIDGE RECESSED LIGHTING / SYSTEM LOCATION SEE STRUCTURE PLANS (SEE NOTE 1) I 0 '" I I I I I I I I I I EXIST 7S 7 BRIDGE RECESSED LIGHTING LEFT TOTAL LENGTH: 212'-0" "-.. ,s 1ST ST E c; --- c; ------ "' s ---w---- ---s---- ---T---- ---E--- --G- ---FO---- ---SL --- ----0-------0-- RECORD DRAWINGS These Record Dra'Mngs have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible to its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. 20 0 20 40 GRAPHIC SCALE 1 INCH = 20 FEET NOT TO SCALE 60 rn a ~ C a rn u E C. a, N "' -0 ~ ::::, I ..,. N I Cf) I ul LO ..,. "' N / -,. .c u a OJ rnl ~ ~ a C. ;, .---------------------------------,------------,---,----,-------,,----------------------..-----,-------------.------------------------------------10J ffi 4/10/23 WALL LAYOUT REVISED REVIEWED: 2 1 DE 1.(60 J'BAZli:E ROAD surrs 100 SAN DIBOO, CA 92108 DOKKEN ENBINEERINB (868) 514-88"1'7 ~FESS! \N REVIEWED: !!; ~I FRANKLIN FLORES 4A/~C J~ .§ RCE 83123 ~N RCE 63670 [ DESIGN ENGINEER'S NAME SENIOR CIVIL ENGINEER Jl f---------------------------.----------1 I DESIGNED: DRAWN: LO r::-:-==--F_Ft--::-:=---c_s1---+-----t---------------------t----; DATE __ ~9,../2=0c;../=20=2-2__ f-----------1 ~ CHECKED: MT DA~: 20 2022 NO. DATE DESCRIPTION OF REI/ISIONS APPROVED SHEET OF ;::J, ._ ______________________________________________________ ...., _______________________________________ .._ __ .._...,==-------------------------------------'-----------..... ------------------------'---------'O.: SUPERIO R A V E WEST COAST HIGHWAY UT - 1 UT-2 UT-3 R-7008-S 77 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT UTILITY AND LIGHTING PLAN SUPERIOR AVENUE PEDESTRIAN / BICYCLE BRIDGE AND PARKING LOT C-8020-6 MA T C H L I N E S E E S H E E T U T - 1 MA T C H L I N E S E E S H E E T U T - 3 UT-2 WEST COAST HIGHWAY SUPERIO R A V E N U E KEYMAP NOT TO SCALE "S" L I N E ' D R W Y ' L I N E 25 1" PVC WATER SERVICE DETAIL NOT TO SCALE LIGHTING NOTES (THIS SHEET ONLY): NOTES: 1. BRIDGE RECESSED LIGHTING SHALL BE ORGANIC LIGHTING SYSTEMS liniLED TOP HP WITH 2" LINE EXTRUSION FROSTED LENS 2700K 424' OR APPROVED EQUAL. 2. CONTRACTOR TO RUN SCADA ANTENNA CABLE INSIDE POLE TO THE TOP OF THE POLE. INSTALL LMR400 CABLE AND 2#10 FROM ANTENNA TO REGULATOR VAULT. 3. STAIRWAY ILLUMINATED HANDRAIL SHALL BE ORGANIC LIGHTING SYSTEMS liniLED LED ILLUMINATED HANDRAIL HR2-1.9-121-HP-27-A-W-LF-E OR APPROVED EQUAL. 4. CONTRACTOR TO REMOVE AND REPLACE EXISTING SIDEWALK TO NEAREST SIDEWALK JOINT. 5. ALL GROUND SHOULD BE GREEN INSULATED. ALL NEUTRAL SHOULD BE WHITE INSULATED. ALL HOT SHOULD BE BLACK, RED, OR APPROVED COLORS TO HELP DIFFERENTIATE CIRCUITS. 6. THE BOLLARD RECEPTACLES WILL BE ON THE SAME CIRCUIT AS THE SCADA ANTENNA. LEGEND EXISTING WATER EXISTING SEWER EXISTING TELECOM EXISTING ELECTRIC EXISTING GAS EXISTING FIBER OPTIC EXISTING STREET LIGHTING EXISTING RIGHT OF WAY / PROPERTY LINE PROPOSED CAST IN PLACE RETAINING WALL PROPOSED SEGMENTAL RETAINING WALL LOL (BOTTOM FACE) PROPOSED SEGMENTAL RETAINING WALL TOP FACE PROPOSED CABLE RAILING TO BACKFLOW PREVENTOR I I SEGMENTAL WALL 1 -----lTOWATER - FOUNTAIN FG I I G ,._ -~- ------ GEOGRID l 36" MINIMUM COVER 1------w-----w---~ 1" PVC WATER SERVICE RELOC I TOE I 2~:r----r:kll'I'"'-FOR BRIDGE --.·"" d RECESSED LIGHTING FOR ILLUMINATED HANDRAIL LAYOUT SEE STAIRWAY DETAILS IN STRUCTURE PLANS (SEE NOTE 3) SYSTEM LOCATION SEE STRUCTURE PLANS (SEE NOTE 1) u 1-12" W'l-----'--4-~sc-__j ' 12" w--,,...::::::=-__;,l:"TI EXIST R " E E .,.. 12" W ....c-=---==-STORM DRAIN EXI WER BOLLARD WITH GHTI .-----:iff..~INDSCAPE PL • . ' s __ .... ,- BOLLARD WITH LIGHTING (TYP) ~~~~~~-:-===='.~=~=~.....A.d~~~~~==!_~~~~=~=~~=-SEE LANDSCAPE PLANS = 0 ---1----SL------'.,,_-SL~----SL-----SL SL ----+-SL-...; 1\:' -w-a -'--.. tr' w-=--s==---~12"--w---~~--_12" w-----12" w-----12" w----ttt----12" w-----'-.l..012" w--__,,.--12" w-----12" w-----12" w -1----- 1---.a.-----=i;::::~'.s;:-c;:=c----=c=--G _Ex_is_T 12" ACP WATER EXIST LECTRI r :-_-_-_G_~ EXIST ;2~AS -==-G - I s RECORD DRAWINGS T hese Record Drawings have been prepared based on information submitted , in part, by others. While th is information is believed to be reliable, City of Newport Beach is not responsible to its accuracy, nor for errors or omissions Vvnich may have been incorporated into these plans as a resu lt DE 1.«IO l'&\ZEE ROAD sumo 100 SAN DIBOO, CA 02108 -G--G---G- DOKKEN E N GI I N E E Al N GI (858) 51'-89?"1' EXIST STIREET EXIST R/W G---G---G-UGH'tl~ --G --- G - - \ REVIEWED: & 4/10/23 WALL LAYOUT REVISED ~ 11/10/23 BOLLARDS WITH RECEPTACLE ADDED FRANKLIN FLORES RCE 83123 DESIGN ENGINEER'S NAME DESIGNED: DRAWN: CIVU, FF cs CAJ,t CHECKED: DATE: NO. DATE DESCRIPTION OF REVISIONS MT 9 20 2D22 --- APPROVED ; 7 ---w--- ---s--- ---T--- ---E--- --G- ---FQ--- ---SL --- ----0-------0-- LIGHTING BOLLARD PER CNB STD 208 No. 3½ LIGHTING PULL BOX PER CNB STD 204 [Z] No. 5 LIGHTING PULL BOX PER CNB STD 204 [TI 1"C, 2#8 (BOLLARD LIGHTING), 1#8 (GROUND) QJ 1"C, 2#8 (ANTENNA), 1#8 (GROUND) 2"C, 2#8 (BOLLARD LIGHTING), 2#8 (BRIDGE LIGHTING), 2#8 (HANDRAIL LIGHTING) 2#8 (ANTENNA/BOLLARD RECEPTACLES , 1#8 (GROUND 2"C, 2#8 (BOLLARD LIGHTING), 2#8 (HANDRAIL LIGHTING), 1 #8 (GROUND) REMOVE EXISTING No. 3.5 PULL BOX, INSTALL NO. 5F PULL BOX IN EXISTING CONDUIT RUN PER CNB STD 204 (SEE NOTE 4, THIS SHEET ONLY) 3"C, 2#6 (BOLLARD LIGHTING), 2#6 (BRIDGE LIGHTING), 2#6 (HANDRAIL LIGHTING), 2#6 (ANTENNA/BOLLARD RECEPTACLES), 1#6 (GROUND) INSTALL LIGHTED BOLLARD WITH RECEPTACLE 0 NOT USED - - ---- ---= = ::. - - -~ - - ---.-- -- - - 20 REVIEWED: ~!~ SENIOR CIVIL ENGINEER DATE 9/20/2022 0 20 40 GRAPHIC SCALE 1 INCH = 20 FEET SHEET OF "' 0 -C 0 "' (.) E "-"' a ,;,: "' N ........ "' '--- "' ,. "O N a 0 f-:::J I "' N I V) I 0 I "' "" ID N 60 / --"' / .c (.) 0 " ID I -~ 0 "-,. " z I " > <( I ~ 0 ·.:: " "-Cl v,I "' "" ID N / ci.: SUPE R I O R A V E WEST COA S T H I G H W A Y UT-1 UT-2 UT-3 R-7008-S 77 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT UTILITY AND LIGHTING PLAN SUPERIOR AVENUE PEDESTRIAN / BICYCLE BRIDGE AND PARKING LOT C-8020-6 MA T C H L I N E S E E S H E E T U T - 2 UT-3 KEYMAP WEST CO A S T H I G H W A Y SUP E R I O R A V E N U E HOAG HOSPITAL LEGEND EXISTING WATER EXISTING SEWER EXISTING TELECOM EXISTING ELECTRIC EXISTING GAS EXISTING FIBER OPTIC EXISTING STREET LIGHTING EXISTING RIGHT OF WAY / PROPERTY LINE PROPOSED CAST IN PLACE RETAINING WALL PROPOSED SEGMENTAL RETAINING WALL LOL (BOTTOM FACE) PROPOSED SEGMENTAL RETAINING WALL TOP FACE PROPOSED CABLE RAILING 26 LIGHTING NOTES (THIS SHEET ONLY): NOTES: 1. CONTRACTOR TO REMOVE AND REPLACE EXISTING SIDEWALK TO NEAREST SIDEWALK JOINT. & BOLLARD WITH LIGHTING SEE LANDSCAPE PLANS -rrt~ EV CHARGING CONDUITS (BY OTHERS) BOLLARD WITH LIGHTING SEE LANDSCAPE PLANS SI- " -G- "" -" G -------G- G-- 7 1_1 G-- 0 c::J 0 0 0 --- " @ O: o@ 0 0 d C ( w s T E -G- a SL ----0-------0-- Q] No. 5 LIGHTING PULL BOX PER CNB STD 204 (SEE NOTE 1, THIS SHEET ONLY) 0 1 "C, 2#8 (BOLLARD LIGHTING), 1 #8 (GROUND) QJ G [}] [}] NOT USED NOT USED NOT USED NOT USED 3"C, 2#6 (BOLLARD LIGHTING), 2#6 (BRIDGE LIGHTING), 2#6 (HANDRAIL LIGHTING), 2#6 (ANTENNA), 1 #6 (GROUND) REMOVE EXISTING SERVICE EQUIPMENT ENCLOSURE. INSTALL NEW SERVICE EQUIPMENT ENCLOSURE WITH BREAKER CONFIGURATION FROM THE EXISTING ENCLOSURE PER CNB STD 207 INSTALL THE FOLLOWING CIRCUIT BREAKERS IN NEW CITY SERVICE EQUIPMENT ENCLOSURE: 240V 20A 2P -BOLLARD LIGHTING 240V 20A 2P -BRIDGE LIGHTING 240V 20A 2P -HANDRAIL LIGHTING 120V 15A 1P LIGHTING TEST SWITCH 120V 15A 1P -ANTENNA 120V 15A 1 P -PHOTOCELL INSTALL 3-30A, 2P CONTACTORS FOR LIGHTING CIRCUITS RECORD DRAWINGS These Record Dr8\~,ings have been prepared based on information submitted , in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible to its accuracy, nor for errors or omissions \l\kiich may have been incorporated into these plans as a result -d ---zc.:::.; ... I NOT TO SCALE 20 0 20 40 GRAPHIC SCALE 1 INCH = 20 FEET & 60 {/) 0 -C 0 {/) u E C. 0 I') <D "' ;. "O ,,; 0 g ::::, I <D N I VJ I ul LO sj- <O N / -~ .c u 0 Q) IDI -~ 0 C. ;. ,-------------------------------..---------------,-,--,-----..----------------------,------,------------.----------------------------------1QJ zl & DOKKEN E N Ill I N E E A I N Ill DE 1460 l'RAZl!:lil ROAD sumo 100 CIVIi., SAN DIBOO, CA 91ll108 (868) 51'--8977 OF CALt REVIEWED: 4/10/23 WALL LAYOUT REVISED FRANKLIN FLORES RCE 83123 DESIGN ENGINEER'S NAME DESIGNED: DRAWN: REVIEWED: ~!~ SENIOR CIVIL ENGINEER ~ :1 0 ·.:: Q) C. Cl f------------------------.----------1 Vll LO sj- r::-:-=-:=--t--::-:=---1----+-----t----------------------t----; DATE __ ~9,../2=0"-/=20=2=2__ f-----------1 <0 FF cs CHECKED: DATE: APPROVED SHEET OF _'.;!-._ ___________________________________________________ ..._ _____________________________ _., ______ .._ __ .._..._=.._ _ _. ____ _., ____________________ ...._ ___ ..._ __________ .._ ______________________ ..._ _______ _. a.: NO. DATE DESCRIPTION OF REVISIONS MT 9 20 2022 Contact USA Dial 811 or 800-422-4133 www.digalert.org/contact CONSTRUCTION NOTES: Unless otherwise specified on the working drawing which forms a part of the specification, the Contractor /Developer shall furnish the following items al no cost to the Edison Company. Southern California Edison Company has attempted to correctly show all existing utilities and substructures in the vicinity of the work, but does not guarantee there are no other substructures in the area. Failure of SCE to show all substructures in their correct location will not be a basis for a claim for extra work, and the contractor shall be responsible for all damages to substructures whether shown or not. 1. FOR GENERAL SPECIFICATIONS SEE UGS GI 001. 2. CONDUIT: a. Minimum cover in street or parkway is 30" below gutter grade, unless noted otherwise. b. Minimum cover on private property is 30" below finished grade, unless noted otherwise. c. Contractor Is to furnish and Install approved conduit to Edison specifications per UGS CD 100.1, 110 AND 120. d. For the type of conduit for this job, See UGS CD 110.1. e. Install all risers per UGS CD 160, 161, 162 and 170. f. Cap all mainline conduits per UGS CD 148 and service conduits per UGS CD 150. g. Install blank conduit plugs in all conduits terminating into Vaults, Manhole's, PMH's, SOE's & all cap locations, per UGS CD 180.1 & UGS CD 180.2 h. Install pull rope In all conduit runs. Pull rope to be at least 3/8" polyprop)iene rope, braided or twisted. For specifications, approved makes, and suppliers, see UGS GI 040. i. All conduit must be mandreled with the approved mandrel UGS CD 197. 3. CONDUIT RADIUS REQUIREMENTS: a: The minimum radius for bends are: 36" for conduits 3" in diameter or smaller 48" for conduits 4" and 5" in diameter 60" for 6" diameter conduit b: The minimum radius for all sweeps of all mainline conduits is 12'-6" (unless noted otherwise). 4. EXCAVATION AND BACKFILL: a. Work area shall be cleared and rough graded to within four inches of final grade prior to installation of Edison conduit or structures. b. All excavations shall be in accordance with the California State Construction Safety Orders (when applicable), Edison specifications, and all governing local ordinances. c. Each trench to be a uniform depth below final grade prior to installation of Edison conduit or structures. d. Backfill shall be provided by the Contractor for all excavations and shall include crushed rock, concrete, and/or imported backfill, when required. e. Backfill with a MINIMUM of one sack per yard sand cement slurry around and over vaults and manholes per UGS GI 030, section 6.4 and around PMH's within one foot of finished grade, per UGS SS 590.1. Figure 3-27: Non-Residential Service Pedestals 0-200A, 0-600V Hinged Demond Reset Cover (See Detail D) Test Bypass Facilities (See Note 4 & D) I-A -f-A -I Customer Section Front View (Exhibit A) 1-1/2" (T}1).) 3" Min. 3/4" Min. 17" Min. En closing Cover (See Note 2 & 7) 11" EUSERC No. 308 Test Bypass Support i---+-Pu II Section & Cover ...... . . . Load Side View (Exhibit B) l-6"-I (See Nole 6 & 7) 17" (See Detail C) Min. ABND: 1-3" (11') H160A TO PED RM: 11' f2 1P CF 1 3• 1 17' EX: 1-3" (30') H160A TO B1160 EX: 30' 1/0 1P H160A TO PED IN: 17' 1/0 1P=:--L._------- TENSION 1 /0 1 P 3" DUCT H160A TO PED - 2 LBS 102 1/2 SUPERIOR PED 104 1/4 SUPERIOR PED NEWPORT BEACH.CA 92660 200 PED-GEN 120/240V 1P / / / / / / / / TD2176050 EX: B5161160 BURD 3'6"x6' RM: RM: RM: CF: CF: IN: Ml: 11' -CBL 2-#2 1-#4 AL 3-1/C 600V IN DU TO OLD PED) 1 -MTR KWH 30A 120/240 1P 3W (102 1/2 SUPERIOR AVE) 1 -MTR KWH 30A 120/240 1P 3W (104 1/4 SUPERIOR AVE) 17' -CM DUCT 2 1/2" TO 4" (H160A TO NEW PED) 15' -CM DUCT FOR EXCAVATION (H160A TO NEW PED) 17' -CBL 2-1/0 1-2 AL 3-1/C 600V CLP PLEX (H160A TO NEW PED) 2' -CBL 2-1/0 1-2 AL 3-1/C 600V CLP PLEX f. Backfill, per Edison specifications, shall immediately follow conduit or substructure installation. At no time shall conduit be left exposed over 24 hours. g. No rocks are allowed within 12 Inches of direct-burled cables or any conduit without concrete encasement. Native backfill capable of passing through a one-half inch mesh screen shall be considered to be "rock free". If existing backfill does not pass through a 1 /2" screen, place imported sand 3" below and 12" above Edison cables. After this point, no rocks larger than 12" diameter are permitted. 5" Mox. Y-....._ __ ......... _J Hinged Demond Reset Cover with Polycarbonate Viewing Window Exhibit D 3KW 0TONS (PER ESR-3) IN: IN: 1 MTR KWH 30A 120/240 1P 3W (102 1/2 SUPERIOR AVE SO# 200698353) 1 -MTR KWH 30A 120/240 1P 3W (104 1/4 SUPERIOR AVE SO# 200699035) h. All backfill shall be compacted to meet or exceed local ordinances or other requirements. It shall be placed in a manner that will not damage the conduit or substructure or allow future subsidence of the trench or structures. 5. PAVING: Repaving, where required, shall be placed in such a manner that interference with traffic, including pedestrian traffic, will be kept to a minimum. The Contractor shall establish a program of repaving acceptable lo the Municipality, County, or other authority having jurisdiction and which is acceptable to Edison. 6. STRUCTURES: a. All substructures shall be constructed or installed to Edison specifications. b. Install protection barriers per UGS MS 830 when required in areas exposed to traffic, per Edison Inspector. c. All conduit lines and concrete floored substructures shall be water tight. d. All grounding materials shall be furnished and installed by the Contractor. 7. RETAINING WALLS: When required, retaining walls shall be provided by the Developer. Walls are required wherever grade rises more than 18 inches above the structure or 24" above the pad surface at a distance of 5 feet from the same, or In areas subject to erosion. Design and installation must comply with local building ordinances. Refer to Edison Inspector for typical space requirements. 8. PERMITS: All permits necessary for excavation shall be provided by the Contractor /Developer. 9. ACCESS: Heavy truck access shall be maintained to equipment locations. Structures must be clear of all appurtenances that would obstruct the loading or unloading of equipment. 10. SERVICES: 2" Min. Wire Pull Section Exhibit C Tobie 3-7: Terminating Pull Section Minimum Dimensions Service 1 Phase 3 Phase (Notes): wa/ (in) 10-1/2 12-1/2 Ab/ (in) 10 a/ See Note 6. b/ See Note 2. 1. The meter socket shall be rigidly mounted on a support, attached lo the meter panel, and provided with a sealing ring. Ringless sockets are not acceptable. Meler height is measured from the center of the meter socket. 2 The meter socket shall be enclosed and the enclosing cover shall be as follows: u Hinged to allow the top and front to be rotated back as one unit to expose the metering compartment. The 'A" Dimension applies when the metering compartment side panels are fixed and obstruct the meter side clearance. The lifting force required to open the cover shall not exceed 25 pounds. u Equipped with a lifting handle. n Provided with a demand reset cover with a viewing window (see Exhibit D). The reset cover shall be sealable and lockable with a padlock having a 5/16-inch lockshaft. 3. Test-bypass compartment covers shall be sealable and fitted with a lifting handle; covers exceeding 16 inches in width shall require two lifting handles. 4. Test-bypass blocks with rigid barriers shall be furnished, installed, and wired or bussed to the meter socket by the manufacturer. Connection sequences shall be LINE-LOAD from left to right and clearly identified by 3/4-inch minimum block letter labeling. See ESR--5 for test-bypass block details. 5. Test-bypass shall be installed with the following clearances: □ Three inches of vertical clearance from the upper test connector stud to the upper compartment access opening and 3 inches from the center of the cable terminal screw to the lower compartment access opening. □ One and one-half inches of side clearance from the rigid insulating barriers to the compartment sides and one inch to the compartment access openings. 6. The terminating pull section requirements are as follows: □ Comply with the minimum dimensions shown in Table 3-7 (the 'W" Dimension is measured between the access opening return fianges), accept a minimum three-inch conduit, and the cover shall be equipped with a lifting handle. □ Be equipped with aluminum-bodied, pressure-type lugs, with a range of fS AWG through 250 kcmil, for termination of the service conductors. RECORD DRAWINGS These Record Dra½ings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible to its accuracy, nor for errors or omissions \11/hich may have been incorporated into these plans as a result SCALE: 1" = 50' -------0 50 100 a. Meters and services shall comply with Edison Electrical Services Requirements. Insulated cable or bus shall be installed between the termination lugs and the test-bypass facilities. b. Wiring must be in accordance with applicable local ordinances and approved by local Inspection Authorities. □ Have a protective metallic barrier (16-gauge minimum) between the pull section and the customer distribution section. There shall be a PROJECT REQUIREMENTS (Y LN) ... ',) . Superior Mecl1cal ( Heights -1 -? ' 11. LOCATION: a. The location of excavations and structures for Edison shall be as shown on the working drawing. No deviation from the planned locations will be permitted unless approved by the Edison Inspector. See UGS GI 001, section 2.2. b. Actual location of obstructions, storm drains, and/or other foreign utnities to be the responsibility of the Contractor. See UGS GI 001, section 2.3. 12. Contractor is to verify location and widths of all sidewalks and driveways prior to street light installation. See UGS CD 175.1, UGS CD 175.2 and UGS CD 175.3. 13. SURVEY: Surve)ing of street improvements, properly comers, lot lines, finished grade, etc., necessary for the installation of underground facilities must be completed and markers or stakes placed prior to the start of the installation. In addition, Developer shall maintain the markers during the installation and inspection by Edison. Grade and property line stakes must show any offset measurements. 14. COORDINATION AND SUPERVISION: The Developer shall provide supervision over and coordination among the various contractors working within the development in order to prevent damage to Edison facilities. He is responsible for the cost of repairs, replacement, relocation, or other corrections to Edison facnities made necessary by his faHure to provide supervision or to otherwise comply with these specifications. 15. TELEPHONE AND OTHER UTILITY REQUIREMENTS: The drawing prepared for this job may also cover the facilities to be installed for the telephone company and/or other utility. Any questions concerning details of their installation should be referred to the company concerned. 16. OWNERSHIP: Developer is to deed to the Edison Company all structures shown hereon except those shown as customer owned. 17. WARRANTY: Applicants expressly represent and warrant that all work performed and all material used In meeting Applicants' obligations herein are free from defects in workmanship and are in conformity with Southern California Edison Company's requirements. This warranty shall commence upon receipt by Applicants of Company's final acceptance and shall expire one year from that date. Applicants agree to promptly correct to the Company's satisfaction and that of any governmental agency having j.lrisdiction and at Applicant's expense any breach of this warranty which may become apparent through inspection or operation of underground electric system by Company during this warranty period. 18. INSPECTION: Inspection is required during the construction period. A 48 hour advance notice of intent to start construction is required from the contractor to the Southern California Edison Company. Standards of Edison construction requirements are available upon request. Duct and Structure Inspector: STEVE LOVE Cabling Construction Coordinator: Phone: 714-895-0426 Phone: 1/4-inch minimum clearance between the customer section wall and the barrier to prevent screws and bolts from protruding into the pull section. 7. Compartment covers (for example, meter cover, demand reset caver, and pull section) shall be sealable and lockable with a padlock having a 5/16-inch lockshaft. 8. Internal equipment attached to the outer walls of the enclosure shall be secured in place with devices that may not be loosened from the outside. Screws or bolts requiring special tools for Installation or removal are not acceptable. 9. Pedestals serving both metered and unmelered loads, for instance, traffic signals and street lighting, must have landing lugs, with customer wire from lugs-to-bypasses (metered load) and from lugs-to-breakers (unmetered loads). A photoelectric (PE) receptacle shall be required in the meter /test bypass compartment for the unmetered service. Company will furnish and install PE controller for unmetered service. 10. Pedestal shall be structurally supported with anchors on a concrete pad. 11. For identification purposes, the numeric portion of the address must be painted with weatherproof paint on the exterior face of the portion of the pedestal facing the street or drivable surface in numbers at least one inch high. 0155: Rev. 09/19/22 CONNECTING TO EXISTING SCE STRUCTURES • Per SCE requirements, customers are not allowed to enter, intercept or tie-in to existing SCE facilities; e.g. structures, equipment, multi-conduit runs/banks, or conductors. These facilities may be energized and the work will only be performed by SCE. Contact the appropriate SCE inspector to schedule on appointment. Customers may connect to on existing conduit stub without a SCE inspector present. • Multi-conduit runs/banks ore runs of conduit in close proximity to each other and other SCE facllltles. A conduit stub Is a single empty conduit stub that is not in close proximity to other SCE owned facilities. Refer to the work order mop for details. • Per CPUC/SCE's Rule 15 8.1.A and Rule 16 D.1.A., the customer will provide all necessary excavations ( with the exception of excavation under pods and primary splice boxes), material (including conduit and structures) and encasement, to be utilized in the intercept/tie-in process. • The customer must adhere to all applicable Col-OSHA, local, city, state and federal regulations, (including, but not limited to, all necessary shoring and traffic control In place to perform the Intercept/tie-In work by SCE's underground civil controctor(s)). • Intercept/tie-In work must be coordinated with SCE's civil contractors through the Division Inspector /P-Spec to limit exposure of excovotion(s). Customer is responsible for securing excovotion(s). TYPICAL CONDUIT BANK SECTION SEE UGS CD 120 DIRECT BURIAL SIMILAR CONSTRUCTION FOR FEWER CONDUIT 2 CONDUITS MAX. D81: Rev. 09/23/09 EDISON EASEMENT REQUIRED [ill PWRD 88 REQUIRED [ill UG CIVIL ONLY WORK ORDER [ill PERMIT REQUIRED [ill PERMIT TYPE: N LA OUTAGE REQUIRED [ill OUTAGE DATE: TIME: TRAFFIC CONTROL REQUIRED [ill PED. TRAFFIC CONTROL REQ'D [ill CONVEYANCE LETTER REQ'D [ill ENVIRONMENTAL REQUIREMENTS [ill DOCUMENT (ERD) REQUIRED CSD 140 (TLM) REQ'D [ill DIG ALERT APP [ill VERIFIED ACTIVE AND □ CONFIRMED USA TICKETS UTILIQUEST NOTIFIED □ STANDARD ADHERENCE:i__Q/ 2023 Y D124: Rev. 10/12/21 Ody.ssey Cl ;,:,', 5,i[Ull~ We st Newport °' McNei\...i ~ 1,1 ,... .s ';i C'hannel Pl DISTRICT PROJ. MGR. N A PLANNER AZAULA, JEFFREY J DESIGNER ;:i DOS: Rev. 07 /21 /16 33 -HUNTINGTON BEACH PHONE PHONE 714-895-0573 CARRILLO, MARLENA I ~ D08: 11/13/18 PROJECT NO. SERVICE REQUEST MSR NO. PRODUCT-1 ASSOC DESGN ~rn -----------------------,--------~-------------------------~--------------;=======================:::::;-1125ii6«:9ur7r1915vm:i'AG35E8_2_4_4_0 ___ 1 Gi(S55E_E_M_A_P~)-1PF21io7i5L6icOr-50:z-_M_E_TE_R_&_S_E_R_VI_C_E_C_H_A_N_G_E _____ ~1sc'66ic2riO~O;iii7Nl CIRCUIT / VOLTAGE GPS PRODUCT-2 ASSOC DESGN ~ T.L.M. DATA: B5161160 JANUARY 12KV N/A D WARNING SIZE KVA CUST % LOAD SUB / PG NO. CIRCUIT CODE PRODUCT-3 ~ NOTE: UNDERGROUND SERVICE ALERT LAFAYETTE / A2 09142 ~ F I NA L D E s I G N THE EXCAVATOR MUST TAKE ALL STEPS NECESSARY TO AVOID ALL ELECTRICAL DUCTS AND STRUCTURES WILL EXIST. 25 12 4 48 % INVENTORY MAP 29 11 A 8 J.P.A. NO. N A PROPOSED CONSTRUCTION (LOCATION) [; CONTACT WITH UNDERGROUND FACILITIES 'M-ilCH MAY RESULT IN ----t--~---~-------~~---__...,.----~----< PED CHG M&S 5 INJJRY TO PERSONS OR DAMAGE TO FACILITIES IN THE AREA. CONFORM TO GENERAL ORDER #128 (RULES FOR PROP. ~ ...Ll._ _i_ ----22_% 0 1 THE INDICATED LOCATIONS OF EDISON UNDERGROUND FAaUTIES, CONSTRUCTION OF UNDERGROUND ELECTRICAL 102 1 /2 SUPERIOR § AS PROVIDED, ARE BELIEI/ED TO BE ACCURATE, HOWl::VER, THE SUPPLY AND COMMUNICATION PRESCRIBED BY THE VOLTAGE DROP: 0.02% NEWPORT BEACH CA 92660 ~ APPROVED FOR CONSTRUCTION FINAL DETERMINATION OF EXACT LOCATIONS AND THE COST OF PUBLIC UTILITIES COMMISSION OF THE STATE For Underground Locating w "' « z REPAIR TO DAMAGED FACILITIES IS THE RESPONSIBILITY OF THE OF CALIFORNIA, JANUARY 2006). FLICKER FACTOR: 0.39% EXCAVATOR. Two Working Days Before You Dig F 9/21/2023 WANG AZAULA CARRILLO 54573 DESIGN\DRWG NO. ASSOC DESGN D16 Rev. 05/28/ZO PRI. CIRCUIT: JANUARY 12KV D27: REV. 12/10/21 ':J c:: TYPE DATIE APPROVED BY CHECKED BY DRAWN BY PAX # SHEET Southern California Edison Company __ 1_ oF 1662007 _0.01 R-7008-S 77 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SUPERIOR AVENUE PEDESTRIAN / BICYCLE BRIDGE AND PARKING LOT C-8020-6 TRAFFIC SIGNAL MODIFICATION PLAN TS-1 SU P E R I O R WEST COAST B A L B O A A V E N U E AV E N U E HIGHWAY CONSTRUCTION NOTES 27 Loe 0 ® ® @ CONDUCTOR AND CONDUIT SCHEDULE CABLE SCHEDULE CONDUIT RUN NUMBER AND SIZE CABLE TYPE/AWG 12 csc VEHICULAR SIGNAL 2 3 5 7 2 3 3CSC PBA 1 2 3 3 3 BPB 1 FBS* 2* 2* 2* #10 Lt 2 2 2 2 2 2 2 IISNS 2 2 2 2 2 2 2 6 Si G 1 4#18 APS CABLE 2 2 EVUD PHASE 1 2 PHASE 2 4 4 4 4 4 DLC PHASE 3 5 5 5 PHASE 4 3 PHASE 5 1 PHASE 6 3 12P#19 INTERCONNECT CABLE 6 SMFO FIBER OPTIC CABLE CONDUIT SIZE 311 3tt 3" 3.5" 4" 3" 3" CONDUIT STATUS Exist Exist Exist Exist Exist Exist Exist CONDUIT FILL % ALL CONDUCTORS AND CABLES ARE EXISTING UNLESS OTHERWISE NOTED *NEW CONDUCTORS DETAIL "A" ''R" RED \.' / 'Y" YELLOW \. / 'G' GREEN \. / EXISTING PHASE DIAGRAM ¢2P <>----<> ¢2--- ~ GREEN ARROW ' ,, DETAIL "B" RED YELLOW GREEN I \ ..\ I 6J2U C .__.. I I 1'', I .-" I 6J2L -_( ........ I ,, I I \ i!'-j 6J3U II 11 II -- 10 4 2 2* 2* 4 4 4 4 2 2 2 2 4 5 3 1 3 2-4" 2'' Exist Exist ---- 10 4 2 2 2 2 2 4 5 3 1 3 4 2 2-4" Exist R/W 0 0 YELLOW ARRO -- Exis --v-- GREEN ARROW STANDARD MAST ARMS Lum TYPE Sig Ltg LED MAST ARM 24A-4-80 40' 15' Rdwy 2 MAS-4B 15 12' Rdwy 1 61A-5-80 65' 15' Rdwy 2 3-MAS 15 12' Rdwy 1 235' TO LIMIT LINE POLE AND EQUIPMENT SCHEDULE SIGNAL MOUNTING POLE SV-1-T ** SV-1-T SV-3-T SV-1-T ** SV-1-T SV-2-T(N) PED SP-1-T SP-1-T PPB BPB 0 ARROW 0 ARROW 6P ... 2P .. COAST HWY SUPERIOR C::::, 00 .....,... ___ _ 111u ,.-I \ ,_ I 111 L ,..-, I ',_ i I -- II SNS/NOTES 2"c, 2#8 (FBS), 1 #8 (G) R/W Exist DETAIL"B"AT 17' --- ---- Exist R73-8(CA)(Mod) SIC Exist 2"C, 2#6 ( 1 1#8 (G), 4 ADD: 2#10 Exist UTILITY CON & CONDUCT ® 24A-4-80 35' 15' Rdwy 2 MAS-4B SV-2-T(N) SP-1-T 2P ... G 0 0 COAST HWY ® 15 12' Rdwy 1 @ 61A-5-80 65' 15' Rdwy 2 3-MAS ® PPB POST G) 15 12' Rdwy 1 ALL EQUIPMENT IS EXISTING UNLESS OTHERWISE NOTED. (N) NEW EQUIPMENT •• SIGNAL HEAD MOUNTED AT 17' ABOVE GRADE SV-2-T SV-1-T SV-1-T** SV-2-T SP-1-T 4P • 2 ... SP-1-T 4P ... SP-1-T 6P -4 ... DE 1.(60 J'BAZli:E ROAD SOITB 100 SAN Dll!IGO, CA 02108 Exist 2"C, 3-48 SMFO, 6 SMFO DOKKEN ENIJINEEAINIJ (858) 51,-8877 "c, 2#8 (FBS), 1#8 (G) ltr~ I E .__a" \ p ' F /\ I \ I \ I L QJ G 0 0 0 0 0 @] @] @] @] Exist 2"C, 4 DLC Exist MODEL 2070 CONTROLLER IN MODEL 332 CABINET WITH BBS TO REMAIN. EXISTING 120/240 VTYPE Ill-BF SERVICE EQUIPMENT ENCLOSURE WITH THE FOLLOWING BREAKERS TO REMAIN: EXISTING· 240V 1 ODA 3P -MAIN 120V 50A 1 P -SIGNAL 240V 30A 2P -LIGHTING 120V 15A 1P -IISNS AllQ;_ 120V 15A 1 P -FLASHING BEACONS INSTALL 5-SECTION SIGNAL HEAD PER DETAIL "B" AT 10' ABOVE GRADE. INSTALL 3-SECTION SIGNAL HEAD AT 10' ABOVE GRADE. IRCIExist 3-SECTION SIGNAL HEAD AT 17' ABOVE GRADE (li'l3). TYPE 1-A FLASHING BEACON PER CAL TRANS REVISED STANDARD PLAN ES-7J WITH W3-3 (36"x36"). Exist 2"C, 1 SIC. I RC I Exist SV-1-T, INSTALL Exist AND PROPOSED SIGNAL HEADS ON SV-2-T. I RC I Exist W3-3 SIGN ON EXISTING LIGHT POLE. I RSI Exist SOLAR FLASHING BEACON ASSEMBLY. W11-2 (36"x36") SINGLE POST ROADSIDE SIGN I Rel Exist W3-3 SIGN AND STEEL POST. Exist CITY FO VAULT TO REMAIN. R/W J_ Exist 2"C, 4 ))1--C __ , -- ON UNISTRUT POST. .:::::>--2 ---------'P ~-,___----~ ---- 9!3 Exist DETAIL" A REV1EWED: EDUARDO SIMONSEN RCE 82608 DESIGN ENGINEER'S NAME DESIGNED: DRAWN: .. \ \ I \ I -- 315' 10 UM11 UNI:. 5J1U 11:t 7 I I I I ¢61~~ I nl~ ,,.......- 1 ~.-::'4~.!\',_,,-;-r)-.?'..•!il2 !116 -, E:J °\. @ RECORD DRAWINGS These Record Dra'Mngs have been prepared based on information submitted, in part, by others. While th is informatio n is believed to 00 reliable, City of Newport Beach is not responsible to its accuracy, nor for errors or omissions \oVhich may have been incorporated into these plans as a result. REV1EWED: .__Xr-' 4, ~ ANTONY B,RINE ~21 CITY TRAFFIC ENGINEER --- r=::::::-:=::---ES-t-:--:-=---E_St---+-----+------------------+------IDATE __ ~g,,_/,.2/'-'2"'0""22~-- CHECKED: DA TE: JO 9 20 2022 NO. DATE DESCRIPTION OF REV1SIONS APPROVED 20 0 20 40 GRAPHIC SCALE 1 INCH = 20 FEET SHEET "' 0 -C 0 "' u E 0 ,.._ N .. -- N ~ 01 -'-01 0 "' ;, " -0 C "' vi I ,.._ N I (f) I u I I[) -st <D N 60 / --I[) / .c u 0 " (D I -~ 0 Q_ ;, " z I " > <( I ~ 0 ·.:: " Q_ ::, (f)I I[) -st <D N OF / a: SS-1 SS-2 SS-3SUP E R I O R A V E WEST C O A S T H I G H W A Y R-7008-S 77 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SUPERIOR AVENUE PEDESTRIAN / BICYCLE SIGNING AND STRIPING PLAN BRIDGE AND PARKING LOT C-8020-6 MA T C H L I N E S E E S H E E T S S - 2 KEYMAP WEST COA S T H I G H W A Y SU P E R I O R A V E N U E SUNSET RIDGE PARK SS-1 "S" LINE 28 0 □ 0 0 0 I I () I I I I I I I I I I I I I EXIST ~ • ~ ~ 7 11 0 I 4 j_ NOT TO SCALE RECORD DRAWINGS These Record Drav,~ngs have been prepared based an information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible to its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result 20 0 20 40 GRAPHIC SCALE 1 INCH = 20 FEET 60 "' 0 -C: 0 "' " E 0 IX) N .. - -0 0 if) if) I IX) N I if) I 01 lO ... <D N / - 5-.c " 0 Q) IDI -~ 0 C. ;. .---------------------------------,------------,-----,-------,,----------------------..-----,-------------.------------------------------------1" DE 1460 l'BAZli:I ROAD stmE 100 DOKKEN ENBINEERINB SAN DI!OO, CA 91ll108 (858) 514-88"17 RE\11EWED: RE\11EWED: zl !; <l'. ~I FRANKLIN FLORES .._,,,.q,.."--/e-, ~ -§ RCE 83123 ANTONY BRINE 1Rtf45521 ~ DESIGN ENGINEER'S NAME CITY TRAFFIC ENGINEER Jl f---------------------------.----------1 I DESIGNED: DRAWN: lO t-:::-=c-:=--F_Ft-::-:=---c_si---+-----t---------------------t----; DATE __ ~9,.,_/.,.2....,/2=0-22~--1---------1 ~ CHECKED: MT DA~: 20 2022 NO. DATE DESCRIPTION OF RE\11SIONS APPROVED SHEET OF ?. ._ ______________________________________________________________________________________________ .._ ______ ..... ____________________________________ ..... ___________ .._ _______________________ ..... ________ _.tl. SS - 1 SS-2 SS-3 SUPERIO R A V E WEST COAST HIGHWAY R-7008-S 77 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SUPERIOR AVENUE PEDESTRIAN / BICYCLE SIGNING AND STRIPING PLAN BRIDGE AND PARKING LOT C-8020-6 MA T C H L I N E S E E S H E E T S S - 1 MA T C H L I N E S E E S H E E T S S - 3 SS-2 KEYMAP SUPERIO R A V E N U E TYPICAL 90° ADA PARKING STALL DETAIL TYPICAL 60° PARKING STALL DETAIL SIGNING AND STRIPING NOTES: DOUBLE YELLOW LINE, PER CSP A20A DETAIL 21 12" WHITE LIMIT LINE, PER CSP A24E STOP PAVEMENT MARKING, PER CSP A24D TYPE I ARROW, PER CSP A24A TYPE IV (R) ARROW, PER CSP A24A PARKING STALLS, PER CNB STD 805 INSTALL W1-7, OM1-1 (CA), PAY-2 AND PAY-3 SIGNS AND POST, PER CNB STD 924 INSTALL R6-2R, PAY-2, AND PAY-3 SIGNS AND POST, PER CNB STD 924 INSTALL PAY-1 SIGN AND POST, PER CNB STD 924 SIGN LEGEND: " D R W Y " L I N E "S" L I N E 29 VAN TYPICAL 90° PARKING STALL DETAIL TYPICAL 60° ADA PARKING STALL DETAIL NOTES: 1. SIGN PANELS PAY-1, PAY-2, AND PAY-3 WILL BE PROVIDED BY THE CITY TO THE CONTRACTOR 19'-6" 19' MIN 6" CURB 19' 6" CURB SOLID 4" WHITE STRIPE 8'-6" NO SCALE SOLID 4" WHITE STRIPE L9•-1o"_J '----8'-6" __ _, NO SCALE I I I I '-I INSTALL HANDICAP PARKING SIGN AND POST PER MUTCD R99 (CA) AND R99B (CA) (AND R7-8b FOR VAN ACCESSIBLE STALLS) WHERE SHOWN ON PLANS PER CNB sm 924 I ~ 6" CURB 5'-0' (8' -0" VAN ACCESSIBLE) NO SCALE 15 SOLID 4" BLUE STRIPE INTERNATIONAL SYMBOL OF ACCESSIBILITY MARKING PER CSP A24C 'f.-_,-~NSKA LL R4-7c SIGN AND '-"li'I.JST, PER CNB STD 924 R1-1 PAY-2 DE 1460 J'BAZU ROAD StJm: 100 ~ ACCESSIBLE R7-8b PARKING MINIMUM ONLY FINE $250 R3-2 R99 (CA) R99B (CA) PAY-3 DOKKEN ENIJINEERINIJ SAN DIIOO, CA lileJ.08 (858) &U,-89'17 33 N5"51'3 "E 73. 1' c a·-5" 1 STD SPACE 1 63. 50 RT "DRWY" 78' -8"1 r'l 8 STD SPACES t') - 15.72 "' '-a, ~ - O"> -2 ~ 9?: v' ----- ~<:, e,'<-"" 0 """ "'\ L{) N 9 ___________ ____:__::10'-/=' 9----------------, OM1-1 ~FESS/ \N , .... 1 W1-7 RE~EWED: FRANKLIN FLORES RCE 83123 DESIGN ENGINEER'S NAME DESIGNED: DRAWN: ONE WAY -+ R6-2R R4-7c PAY-1 - ---- I 7 I ~ I ----y ---7 7 18' MIN (i) 0 0 0 ® ® 0 ® ® RECORD DRAWINGS These Record Drav,Angs have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible to its accuracy, nor for errors or omissions INhich may have been incorporated into these plans as a result INSTALL HANDICAP PARKING SIGN AND POST PER MUTCD R99 (CA) AND R99B (CA) (AND R7-8b FOR VAN ACCESSIBLE STALLS) WHERE SHOWN ON PLANS PER CNB STD 924 § 6" CURB s'-o" INTERNATIONAL SYMBOL OF ACCESSIBILITY MARKING PER CSP A24C '-----9' -----'--(8' -0" VAN _.,__ ___ 9' -----" NOT TO SCALE RE~EWED: .__Xr-' 4, ~ ANTONY B 0 RINE ~21 CITY TRAFFIC ENGINEER ACCESS) NO SCALE 20 D 20 40 GRAPHIC SCALE 1 INCH = 20 FEET 60 r=::::::-:=::----FF-t-::--:-=---c_st---+-----+-------------------+-------IDATE __ ~g,,_/,.2/'-'2"'0""22~-- CHECKED: DA TE: MT 9 20 2022 ND. DATE DESCRIPTION OF RE~SIDNS APPROVED SHEET OF <ll 0 ~ C 0 <ll u E □ 00 N .. -- N N ....... 01 -....... 01 0 "' ;o "1:l N 0 0 U1 U1 I 01 N I U1 I u I L{) ... "' N / --,, .c u □ ., (D I ~ ~ 0 "-;o ., z I ., > <l'. I ~ 0 ·.:: ., "-::, C/11 L{) ... "' N / ti: SS-1 SS-2 SS-3 SUPE R I O R A V E WEST COA S T H I G H W A Y R-7008-S 77 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SUPERIOR AVENUE PEDESTRIAN / BICYCLE SIGNING AND STRIPING PLAN BRIDGE AND PARKING LOT C-8020-6 MA T C H L I N E S E E S H E E T S S - 2 SS-3 KEYMAP WEST CO A S T H I G H W A Y SUP E R I O R A V E N U E 30 SIGNING AND STRIPING NOTES: TYPE I ARROW, PER CSP A24A PARKING STALLS, PER CNB STD-805 INSTALL R6-2R, PAY-2, AND PAY-3 SIGNS AND POST, PER CNB STD 924 / / / / r ,,. / / ,,., 37------- , / 157'-4" 16 STD SPACES \ \ \ "?X I I 137'-s" 1 4 STD SPACES 147'-6" 15 STD SPACES I~/ \ [ ~~ - \4 \ ~ 177'-o" 18 STD SPACES 4 7 / / I I ~ ::-" ,,, ~ 6'°' 7 6 5 5'>--------------------55---+-~--- 7 lj:1 1---1 -I I I I '8.1 I ___ I I -24' _ _, - __.------;:; --------- "s. -------- -------- ------- 0 c::J EXIST PL ------ ------- -------~o 0 ~-------o ~ 0 0 0 0 D ~ ~ ~__J @ (l 0 --- ------------ --------- ----------------- ------- - --- © O: o© d ~ ~ ~ ------------------- --------------------------- ---:::=-------------------- NOT TO SCALE 0 ® ® RECORD DRAWINGS These Record Drawings have been prepared based on information submitted, in part, by others. While this information is believed to be rel iable, City of Newport Beach is not responsible to its accu racy, nor for errors or omissions vvhich may have been incorporated into these plans as a result 20 0 20 GRAPHIC SCALE 1 INCH = 20 FEET 40 60 Cll 0 ~ C 0 Cll u E 0 CJl N N (:_ CJl .::::.. CJl 0 "' ;, "1:l t'i 0 0 C/1 C/1 I 0 "' I C/1 I 01 LO ..,. "' N / -5, .c u 0 " rnl ~ ~ 0 "-;, .---------------------------------,------------,-----,-------,,---------------------------,-------------.------------------------------------10J zl DE 1.(60 J'BAZli:E ROAD stJITB 100 SAN Dll!IGO, CA 02108 DOKKEN ENBINEERINB (858) 51,-8877 REv1EWED: REv1EWED: !; ~I FRANKLIN FLORES ._,xg-._., 4, ,~ -§ RCE 83123 ANTONY 8°RINE~21 :g_ DESIGN ENGINEER'S NAME CITY TRAFFIC ENGINEER Jl f---------------------------.----------1 I DESIGNED: DRAWN: LO r:::-== __ F_Ft-::-=---c_s1---+-----t---------------------t-----; DATE __ ~9<;./.,.2....,12=0=22~--1---------1 ~ CHECKED: MT DA~: 20 2022 NO. DATE DESCRIPTION OF REv1SIONS APPROVED SHEET OF ;::!, ._ ______________________________________________________________________________________________ ..__ ......... _ ..... ____________________________________ ...,. ___________ .._ _______________________ ...,. ________ _.o.: R-7008-S 77 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SUPERIOR AVENUE PEDESTRIAN / BICYCLE BRIDGE AND PARKING LOT C-8020-6 RETAINING WALL KEY MAP RW-1 PLAN: RETAINING WALL KEY MAP SCALE: 1"=30' 31 LEGEND EXISTING RETAINING WALL EXISTING RIGHT OF WAY / PROPERTY LINE PROPOSED CAST IN PLACE RETAINING WALL PROPOSED SEGMENTAL RETAINING WALL LOL (BOTTOM FACE) PROPOSED SEGMENTAL RETAINING WALL TOP FACE EXTENDED BI-AXIAL GEOGRID REINFORCEMENT LIMITS SEE SHEET RW-5 FOR DETAILS WEST COAST HIGHWAY SUPERI O R A V E N U E EXTENDED BI-AXIAb GE.OGRID- 1-------.:S'.='EE~S°'.:HEET RW-5 FOR DETAILS - 0 " S68" 51' 50.06"E 250.000' RETAINING WALL 2 SEGMENTAL RETAINING WALL SEE SHEET RW-4 RETAINJ1LG___WALL 1 SEGMENTAL RETAINING WALL SEE SHEETS RW-2 AND RW-3 EXIST R/W " EXIST PL oo 0 0 0 a □ - - - ~ RECORD DRAWINGS These Record Dra\,vings have been prepared based on information submitted, in pa rt, by others. While this information is believed to be reliable, City of Newport Beach is not responsible to its accuracy, nor for errors or omissions \.'Klich may have been incorporated into these plans as a resu lt. 30 0 30 GRAPHIC SCALE 1 INCH = 30 FEET 60 90 {/J 0 ~ C: 0 {/J u E c_ 0 "' co -0 ~ 0c'. I -"' I U) I ul LO ... co C'J / -;9-- .c u 0 OJ rnl ~ ~ 0 c_ ;, .---------------------------------,------------,---,---,-------,,----------------------..-----,-------------.-----------------------------------10J zl ffi REVIEWED: ~FESS! DOKKEN ~~ e ~ ROBERT BURNS RSE 6289 E N GI I N E E R I N GI DESIGN ENGINEER"S NAME DE 1.(60 J'BAZli:E ROAD DESIGNED: DRAWN: surrs 100 RB SAN DIBOO, CA 92108 (868) 514-88"1'7 CHECKED: DATE: 4/10/23 WALL LAYOUT REVISED REVIEWED: ~!~ SENIOR CIVIL ENGINEER cs DATE 9L20L2022 !!; ~I 0 ·.:: OJ c_ ::, f--------------------------.---------1 u,I LO ... f----------1CO ;::. SHEET OF ._ ______________________________________________________ ...., _____________________________________ ...,;,,._...,...,...,==-------------------------------------'-----------..... ------------------------'---------'O.: NO. DATE DESCRIPTION OF REVISIONS APPROVED FF 9 20 2022 R-7008-S 77 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SUPERIOR AVENUE PEDESTRIAN / BICYCLE BRIDGE AND PARKING LOT C-8020-6 SEGMENTAL RETAINING WALL PLAN RW-2 MA T C H L I N E S T A T I O N 1 3 + 4 0 SEE R I G H T PLAN: SEGMENTAL WALL 1 SCALE: 1"=20' PROFILE: SEGMENTAL WALL 1 MA T C H L I N E S T A T I O N 1 5 + 1 0 SE E S H E E T R W - 3 MA T C H L I N E S T A T I O N 1 3 + 4 0 SE E L E F T MA T C H L I N E S T A T I O N 1 5 + 1 0 SE E S H E E T R W - 3 32 LEGEND: PROPOSED SEGMENTAL RETAINING WALL LOL (BOTTOM FACE) PROPOSED SEGMENTAL RETAINING WALL TOP FACE PEDESTRIAN BRIDGE 1---------+---1------------+------------+-------------+--------------+sEE STRUCTURE PLAN --\---l-----l--------1=3L2±..60.70.'.cT"'Wf-+------------+-------------+--------------l------------+--------'r-----+------------+----------l FG TW ------- +] . 0 <Xl 2 - OG 12+43.88 32.67 TW -- 20.00' BW Lf) f- 30.00' TW (0 • ,,.,a 2 - -o ,__ _________ ,-->-------------+------------,..,-, ,... ____ ~"',...,o,._ _____ -+----+----------+------------+-+-H----+-+--tt-----+•-->------<------------+---------,,--'~---+-------------+-------------+---------------+--------------+-------------< _c,j -N WWW_J .. ---------r---+--------------+---------------+----------------it----00~~------+------------+------=+C>------,---r--z_<( ~<(n.5' ,__----------r--t-------------+-------------+-------------+---~~~~-------+--------------+------;,..,.._ __ =,._~1------<-~-------F-G_B_W_-+--------------+--------------+------------t---------------+-------------+-----------0 ------------r--t------------+-------------+-------------+---~d~~-----~--------------i-----;-t"--c---;-t"--c--r-----1-----.-c--------,t------i-------------i----------------t---------------t-------1t-------\-------i---------------t----------7 0------------r--t------------+-------------+-------------+---r ~O -------+--------------+---~-~---~~-->-----<-------+------t------------+-------------+-------------+-------,t-------\------+--------------+-------------< <( z f- -------------r--t------------+-------------+-------------+---~ ~ ~ 5 ------+------------+------------\-1------->-------I------------+----------= -+------------+-~-----~------+------------1-------------1 O· w rn ______ j_ ___________ _j__ __________ _:\l-_________ _:::::,..__j_ ___________ ----1----~---======-------l------------1--+------.l.-----1------------+------Hl-----1 l-----~H---+--1------------+------------+-------------+--->"'~ n. f-0 wz l----------f--1------------+------------+-------------+---, [I]<( ------+------------+--------------l\------------1------------+------------+-------------+-~f-----'\------+--------------+-------------1 \ \ i \L M .,i1 \ \ }1 I I I ,q I I I I I ' N:217457 . I E: 6047881.89 10+00 - 11+00 12+00 I -Lf) 0 'j:======i5pf:-4 ;:: ' -------=--~- _;57 - -~ ~ l OCJ;o~,-:_ 8..::..__......,L -------;::i / .1 0 ~ ~ ----.; •• -11.. ~J-__ ....... -....... -~;+ 'gz __ _,, ! -....,. __ j__ ._;;;;_,_ . ..;;:;;,._.; \ ' --- C2 11 f-"'c'R~W~A~LL~1~" ~S~T~A_1=0~+~0=0~.0=0 __ ~ ) -\ ~1 -11 1·1-f , BEGIN WALL ,SEGMENTAL WALL TOP FACE i---1--1-----+--; BEGIN CABLE RAILING TYPE A ~ .,i - SEE SHEET RW-9 A1.;,,_ RETAINING WALL 1 SEGMENTAL WALL LOL \ \ "' ~o .0 ::-,,:: ~ - ---1 -1----+---i\-\---\---CIP RETAINING WALL 3 EXIST R/W -I -PEDESTRIAN 13+00 13+40 1i. , 38•0 "RWALL1'' STA 13+20.00 END CABLE RAILING TYPE A SEE SHEET RW-9 o (.< , .____,,.._ BEGIN CABLE RAILING TYPE B <'~ SEE SHEET RW-:_9 14+00 33 C6 + 50----c 10 s -A 9 PRC: ----·-H-H-+1-f±: _u_11 I = --·1--H~hl--- E -ti E E _EXIST R/W RECORD DRAWINGS These Record Dra½ings have been prepared based on information submitted, in part, by others. While th is information is believed to be reliable, City of Newport Beach is not responsible to its accuracy, nor for errors or omissions \o\,Tiich may have been incorporated into these plans as a result. 15+00 ll NO. C1 C2 C3 L1 C4 L2 C5 C6 15+00 Cl C8 SCALE: "RWALL 1" LINE DATA BEG STA. R BEARING/!'-,. 10+00.00 390.00' 14·45'55" 11+00.51 627.00' 4•25'24" 11+49.10 253.50' 14·57'14" 12+15.26 -S65"53' 43"W 12+54.03 28.50' 122·32•20" 13+14.99 -S56"38' 37"E 13+38.08 205.50' 17"45'58" 14+01.80 838.00' 10•44'13" 15+58.84 252.00' 14"59'48" 16+24.80 442.00' 7'24'39" 20 0 20 40 GRAPHIC SCALE 1 INCH = 20 FEET HORIZ: 1''=20' VERT: 1"=4' T L 50.53' 100.51' 24.31' 48.59' 33.27' 66.16' -38.78' 51.99' 60.95' -23.09' 32.12' 63.72' 78.75' 157.04' 33.17' 65.96' 28.62' 57.17' 60 "' 0 ~ C 0 "' u E Q_ -n (0 O> 3 "O N 0 ~ e:: I N n :r: en I 01 Lf) " (0 N / -,. .c u 0 " rnl t'. 0 Q_ 3 ,-------------------------------..------------.-------..---------------------,------,------------.---------------------------------1" zl ffi REVIEWED: DOKKEN ~ 11 'I, ROBERT BURNS RSE 6289 E N Ill I N E E AINlll DESIGN ENGINEER'S NAME DE 1400 ....... IIOID DESIGNED: DRAWN: sumo ,oo RB SAN DIBOO, CA 92108 (868) 614-BS?T CHECKED: DATE: 4/10/23 WALL LAYOUT REVISED ffi 4/10/23 RFI #024 cs NO. DATE DESCRIPTION OF REVISIONS APPROVED REVIEWED: ~!~ SENIOR CIVIL ENGINEER DATE 9L20L2022 !; ~I 0 ·s: " Q_ => 1-----------------------....----------tv,I Lf) " 1---------1"' ~ SHEET OF ._ ___________________________________________________ ...._ _____________________________ ..... ____ ............... ....a .... = .... -..... ____ ..... ____________________ ...._ ___ _._ __________ .._ ______________________ _._ _______ _,n_ FF 9 20 2022 R-7008-S 77 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SUPERIOR AVENUE PEDESTRIAN / BICYCLE BRIDGE AND PARKING LOT C-8020-6 SEGMENTAL RETAINING WALL PLAN RW-3 MA TC H L I N E S T A 1 5 + 0 0 SE E S H E E T R W - 2 PROFILE: SEGMENTAL WALL 1 MA T C H L I N E S T A 1 5 + 1 0 SE E S H E E T R W - 2 PLAN: SEGMENTAL WALL 1 SCALE: 1"=20' 33 TYPICAL SECTION: SEGMENTAL WALL 1 NO SCALE LEGEND: PROPOSED SEGMENTAL RETAINING WALL LOL (BOTTOM FACE) PROPOSED SEGMENTAL RETAINING WALL TOP FACE < /15+10.00 I :,2.00· T'f,,J.-------1--------------l------------f---------------l--l----------+------------+------------+-------------+--------------j------------t------------+-------------t---------------i _1r::-,.,,.or:::. • / / 32.00' TW < < L --------L -~---------=-~.1;;:::='"'='=·~::::::::~1.\-'"_.1-~Ji;2J;:o;,.· __ ~~4·, ... i::---l/---o:,+-;i:-l------------+------------+-+'---------+------------+-------------J------------t------------t-------------t--------------t------------1 ----------1 '-.. / \ + <C? V I-,_ __ 30 ------'<,-----+--+-----'14,i,-¢'H"l'~L~l-+--+---~~~•~--/-----,<>t;;,,l----r,;;-------t----------t----t---30 -----l----------+----------+----------+----------f-----------1-------------t-------------t----------; < 1..., -,-1,...,...., 1-_ N / O".I n LO 3: , 1----------+--t----+---3L3_:~• TW ~--:;~===:t--+-~_,_f"1t---~•-f-=------;-::----t-------------t-t------------t-----------,-----------,------------,-----------,-----------,-----------i--------------r----------7 1c ""?_r;_/ -..., / ~~ ±o .----== 30.00' TW 15+ 2•42-'--\ J "' "' I p . 1 I> ... 15+80.58 _ _/ +"' 27.33' TW -N .. ,-,...,.Q \ ' 26.00' TW / ~ ~\ C::: o l-----------t--f---+---\\_c---O-G-----+---------'="'-'"'--_.!_!'----,1-½.+71"6'. 9v2,:,_y--~ ~. \ , . , ~----_::;_-:s:::;;::==+1,-_:.'-,,-_ _;;,"':+'"'"1---------i----+-----------l------------l------------+------------+-----------+------------+------------t-------------if-----------i 1-----------t--f----+------'=----t------------""24!.,6_.cr'-,' --f\v"'. ~ I -...._ \ 16+35.08~ ...... 23.33' TW -,,:, C7 I \ ' ,__ ___ 20 ---+---l-----1---------1------------+--------'2""2~.0o.sO,_' -'T-"W'-+-__ '_,._ __ _,\· ,---· ------11---·+---20 -----1-------------1-------------+-----------+------------+-----------+-----------+-----------+-----------J \ \ ' \ \ . . 1----------+--+---+-----------lf-------------+------------i------, '-\ ...... ,\\----l---_+-----------l----------+-----------+----------+-----------+----------1------------+-----------t-------------1 \ \ 1----------l------J--+-------+---------+---------+------7'"\ . 10 \. 15+00 I I } > > ---- > 1-IV r,r,• RW I I I 12" W --, 1-FG BW 16+00 -G-- \ \ \ \ \ \ . \ . \ I . . ) 17+00 10 ------1-------------1----------+----------+----------+----------+----------I-----------+---------; / > > > > > > > > > > > > > > v-vv-vv VARIES i-7.5'-14' I PLANTING AREA ~., •• ···_....-i-----,..2' [ --------------- SEGMENTAL WALL 1 RECORD DRAWINGS These Record Drav.-ings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible to its accuracy, nor for errors or omissions ,-vhich may have been incorporated into these plans as a resu lt. SEGMENTAL WALL 1 LOL CABLE RAILING TYPE A •RWALL1" STA 10+00.00 TO STA 13+20.00 CABLE RAILING TYPE 8 •RWALL1" STA 13+20.00 TO STA 16+81.96 SEE SHEET RW-9 MAX HEIGHT 22· rOG 1 1 -, r EXISTING ......_ ......_ j/ RET WALL ' I I R/W t---____ 1 _1 _ zo'-Jo'----'f---,-----1----(11') I I I I EXISTSW I 1------~-I LI I EXISTING I RET WALL I ~ I / i;;li;IJI • ~ ~J.: I • ) / FG I r==Y-t. ' ' I ' • • • V EMBEDMENT DEPTH - rOG-- __j _ WEST COAST HWY ------~=== I-', -(DElERMINED BY BLOCK MANUFACTIJRER) LEVELING PAD ~ • • • • • M, A A A . . . . . A A A . . . . . ----. . . . . A ffi < < < < < ' ' < ' ' ' < ' ' ' < < < < < < < < < < SCALE: . . . . . . . . . . . . . . HORIZ: 1 "=20' VERT: 1"=4' A A A A A A A A A A A A A A A A A A A ffi / . . . . . . -. - -. . - -'\ > > > > > > > > > "RWALL1" LINE DATA NO. BEG STA. C1 10+00.00 C2 11 +00.51 C3 11+49.10 L1 12+15.26 C4 12+54.03 L2 13+14.99 C5 13+38.08 C6 14+01.80 C7 15+58.84 C8 16+24.80 20 0 R BEARING/!'::,, 390.00' 14'45'56" 627.00' 4"26'24" 253.50' 14'57'14" S65'53' 43"W 28.50' 122·32•20" S56"38' 37"E 205.50' 17'45'58" 838.00' 10'44'13" 252.00' 14'59'48" 442.00' 7'24'39" 20 40 GRAPHIC SCALE 1 INCH = 20 FEET T L 50.53' 100.51' 24.31' 48.59' 33.27' 66.16' 38.78' 51. 99' 60. 95' 23.09' 32.12' 63.72' 78.75' 157.04' 33.17' 65.96' 28.62' 57.17' ffi 60 ' , < < < ' • < < ' "' 0 ~ C 0 "' u E Cl. 0 .;,: "1 N ........ 0 '-LO 0 -5-.c u 0 " rnl ~ ~ 0 Cl. ;. ~-----------------------------.,..------------,--:--r-----.,..---------------------,----;:::==::--------.---------------------------------1" ffi 4/10/23 WALL LAYOUT REVISED REVIEWED: 2 1 REVIEWED: 1.(60 J'BAZli:E ROAD stJITB 100 SAN Dll!IGO. CA 02108 ~FESS/~ !/ M, 5/10/23 RFI 30 ~I ROBERT BURNS d~/ _;J~ ,Q RSE 6289 ~N RCE 63670 ~ E N Ill I N E E R I N Ill No •. ~2?1l'9 DESIGN ENGINEER'S NAME SENIOR CIVIL ENGINEER v, xp. 3-31-24 f-------------------------r---------t I ··"-~~.&; DESIGNED: DRAWN: ~ C8'8J 01, • ..,., ?ii OF CAJ,'11~ r===::-~R7Br=c=---C~Si---+-----+---------------------+---DATE ---"'9/w2~0 ... l~20~2~2~-f-----------1 ~ L----------------------------------------------.I...--------------------------..L..c_H_Ec_K_ED_=_~FFJ...DA_IT~g~/2~0~,/~20~2~2L...N_o...1,. __ D_A_rr_...1.,o_E_s_cR_1P_TI_o_N_o_F_R_E_V1_s1_0N_s __________ ....1_A_P_PR_o_v_rn..1.,. _________ 1-____________________ 1-sH_E_E_T __ o_F __ ~~ R-7008-S 77 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SUPERIOR AVENUE PEDESTRIAN / BICYCLE BRIDGE AND PARKING LOT C-8020-6 SEGMENTAL RETAINING WALL PLAN RW-4 PROFILE: SEGMENTAL WALL 2 PLAN: SEGMENTAL WALL 2 SCALE: 1"=20' 34 TYPICAL SECTION: SEGMENTAL WALL 2 NO SCALE LEGEND: PROPOSED SEGMENTAL RETAINING WALL LOL (BOTTOM FACE) PROPOSED SEGMENTAL RETAINING WALL TOP FACE --( > > 4r1 i'--~ f- ,n ~ en O' '11--,-: __ ,-----+------------+--""""B:--------tt---------:rte--+----l::.l.je.----....... --+-----40 ------1------------+-------------1i--------------+-------------1i--------------+------------i--------------+-----------o 'V {D r---. rD "n +1 ... • + .... · > /: -co <O :,:; "' " N > 0 f-~ <D 0 co N "' + -"' 1 FG TW > co + ,-. -"' N 0 :,t > c' 'Sf----"' --~------;:c.J,;.---+---1------1=====::::;:::::;:J:'-'1:.,,=-=::::.____:=------+--"'__::~,,,.. \ ---s;;;~il------'\----+-----------+-----------+-----------+-----------+----------+----------+----------t------------t-----------1 > ---I \ > :...---' I > i --,---FG BW I ) ~ ....... =--+------+l ______ -+ _____ O_G_-,-+----+----+--f--+.---',---+-----------+------------+-----------+------------+-----------+------------+-----------+------------+--------------1 ,... '"'IC r:::n j I I ) ) '32 65' BW / ,______ 3( ::.=·.:....:_---=-1-----++--+----,-------f---=--.[=-,/-------+---------fJI-_ -_-_ -_-_--+---'--"~f---cc'--'----"''-F-----<;r--+-----I _j Ce! ~ . I 30 ~ r0 1-------,'------+k.---+----+-l--"'--"'-d-----------------""' ----l-----"'-------------H'-------l---_,;_.-l>O--------'<--l--------------l--------------l-----------l-----------------l------------1-------------1---------------ll---------------l----------------l ~5:i I'--.. .--· • / I + "' -I .----1,-----~,,~::;-~~rt5:i~---t~=---t ~=--1-----'""'-::;=_=.=_ = __ ;:::: _____ :--:_:::-. -:C.-~--_c_·:_______,,,~~-------------,'"--j----j--------',------j!--------------j----------------1i---------------j------------i--------------i------------+-------------i------------+--------------1 I --------------I ' oci NJ"';t")t') ............... ~ _.,., + -+~~~--+---+~~~------+-~~--------~~--------~---+-----------+-------------+-----------+-------------+-----------+-------------+-----------+-----------~----------I i-------1c,---------1-~~---o-t•m-o ;::_N-N ------/ I~ I~ ;!: N ~ 0 '2 0 > + I'. + I'~ 0 co 0 co > -,--'" 1----2ro..------+-----------+------------+-----+-----+::-+---------",---+-----~ ~ 20 "' ID > -,,i "" ID On > + CD + CD N N , --) ------ /1\ 10+00 11+00 12+00 . 48022.64 > r . . . . . . . . . . . . . . . . " > > "RWALL2" LINE DATA < > BEARING/!'-, < NO. BEG STA. R T L > "'<c"' SCALE: / Y V T Y Y V T Y Y V T Y Y V I --"--A....JL_ > > HORIZ: 1 "=20' VERT: 1"=4' 1-.. AAAAAAAAAAAAAAAAAAA / .... .... .... .... .... .... .... .... .... .... .... .... YVVVYVV I > > > > > > > > > > > > > SEGMENTAL WALL 2 VARIES LOL 0.5'-I CABLE RAILING TYPE A SEE SHEET RW-9 -4'-4.5' t /-----10·~ PARKING I PLANTING V FUTURE LOT AREA 1 • --, PED/BIKE , ..... ·I ll I RAMP J ~ MAX HEIGHT 4" AC J t_ 13' 6" CMB j 6" TYPE A PCC C&G r:IF'll\l\~><=ct><=><=><=><=>C!:,c:-v--.v---. ' ' ' ' ' ' PER CNB STD 182 J>,---1'Fli'\l\dld!J~ < '------>~•--r EMBEDMENT DEPTH ' SEGMENTAL WALL 2 \...I L (DETERMINED BY ' • LEVELING PAD~ BLOCK _MA_NUFACTURER) , ffi RECORD DRAWINGS These Record Drn'vVings have been prepared based on information submitted, in part, by others. W hile this information is believed to be reliable, City of Newport Beach is not responsible to its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result 20 0 20 40 - -GRAPHIC SCALE 1 INCH = 20 FEET ffi 60 ' <Jl 0 ~ C 0 <Jl u E "-0 .;,: "' N '--a ' ID 0 -5-_c u 0 " rnl ~ ~ 0 "-;, > L3 10+00.00 -S63"03'15"E .-------------------------------.------------.---.-------.------------------------,------------,----------------------------------10J -80.87' ffi > C9 10+80.87 78.00' 67"40'35" 52.29' " " . " " " . " " " . " " " . " " " REVIEWED: 92.13' . " A ffi ROBERT BURNS RSE 6289 DESIGN ENGINEER'S NAME DESIGNED: DRAWN: RB cs CHECKED: DATE: 4/10/23 WALL LAYOUT REVISED REVIEWED: 5/10/23 RFI 30 ~!~ SENIOR CIVIL ENGINEER DATE 9L20L2022 zl !; <l'. ~I 0 ·.:: " "-::, f-----------------------..----------1 Vll ID 'Sf- f----------1 CD ,'.), SHEET OF -------------------------------------------------------------------------------------------------------------------------------------------------------------------------tL NO. DATE DESCRIPTION OF REVISIONS APPROVED FF 9/20/2022 R-7008-S 77 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SUPERIOR AVENUE PEDESTRIAN / BICYCLE BRIDGE AND PARKING LOT C-8020-6 SEGMENTAL RETAINING WALL DETAILS RW-5 35 TYPICAL SEGMENTAL WALL STRUCTURE BACKFILL LIMITS TYPICAL SEGMENTAL WALL STRUCTURE EXCAVATION LIMITS SEGMENTAL WALL STRUCTURAL EXCAVATION AND BACKFILL NOTES: 1. CONTRACTOR SHALL HAUL OFF ALL SEGMENTAL WALL STRUCTURE EXCAVATION MATERIAL. PER THE GEOTECHNICAL REPORT, THE SOILS LOCATED UNDERNEATH THE EXISTING PARKING LOT AREAS ARE HIGHLY COMPRESSIBLE AND IT SHALL NOT BE RE-USE TO BACKFILL BEHIND SEGMENTAL WALL. 2. CONTRACTOR SHALL USE OTHER ON-SITE EXCAVATED MATERIAL TO BACKFILL SEGMENTAL WALLS STRUCTURAL EXCAVATION LIMITS. NOTE THAT THE ON-SITE EXCAVATED UNSUITABLE MATERIAL SHALL NOT BE USED AS COMPACTED FILL. THE FILL MATERIAL SHALL COMPLY WITH THE PROJECT SPECIFICATIONS AND THE GEOTECHNICAL REPORT. LEGEND GEOGRID REINFORCEMENT EXTENDED BI-AXIAL GEOGRID REINFORCEMENT BX1500 OR EQUIVALENT EXTEND TO BIORETENTION BASIN DETAIL EXTEND PAST 'GEOGRID' LINE DETAIL GEOGRID NOTES: 1. GEOGRID LENGTHS SHALL BE EXTENDED TO PREVENT DIFFERENTIAL SETTLING 1.1. GEOGRIDS ABOVE THE BOTTOM GEOGRID AND LOCATED WITHIN A BACKCUT ZONE ARE TO BE EXTENDED TO THE BACKCUT. 1.2. GEOGRIDS ABOVE THE EXISTING/ORIGINAL GRADE ARE TO BE EXTENDED AS SHOWN ON SHEET RW-1 AND ABOVE CROSS SECTIONS. --- ,/' SEGMENTAL WALL ---- f- :::. .,,--:::;- ·•. >-<( a. ------BX------, ------BX ------, ------BX------, ------BX ------, ------BX--------< APPROXIMATE FG EXTENDED Bl-AXIAL GEOGRID REINFORCEMENT APPROXIMATE OG GEOGRID REINFORCEMENT LENGTH (DETERMINED BY MANUFACTURER) 'GEOGRID' LINE .f, . . ----+-BX-----, BACKFILL NOTE: PAY LIMIT FOR WALL SHALL BE MEASURED FROM TOP OF WALL TO THE BOTTOM OF THE FINISHED GRADE (EXPOSED FACE OF WALL) TRIM PROPOSED EXTENDED GEOGRIDS AT OR BEFORE BASINS. (GEOGRIDS ARE ALLOWED TO BE TRIMMED IF EXTENDED TO FAR) l'-------BX ------ f-------BX ------ f-------BX ------ f-------BX ------ >-------BX------ ,/' --- 'GEOGRID' LINE ------BX -==::::J:==~BX ------ ------BX BX------ ------BX BX ------BX BX------ SEGMENTAL WALL ---- ffi ----BX -----BX -----R'Bxx'==~::l!BX1,_ ------BX -----BX ---- EXTEND GEOGRID AS INDICATED 5' PASSED THE 'GEOGRID' LINE DE 1.(60 J'BAZli:E ROAD stJITB 100 SAN Dll!IGO, CA 02108 DOKKEN E NlllllN E E RINllll (858) 51,-8877 FESS/ ~ e EXTEND GEOGRID AS INDICATED 5' PASSED THE 'GEOGRID' LINE REVIEWED: ROBERT BURNS RSE 6289 DESIGN ENGINEER'S NAME DESIGNED: DRAWN: RB CHECKED: DATE: APPROXIMATE FG EXTENDED Bl-AXIAL GEOGRID REINFORCEMENT GEOGRID REINFORCEMENT LENGTH (DETERMINED BY MANUFACTURER) ffi 4/10/23 WALL LAYOUT REVISED cs FF 9 20 2022 NO. DATE DESCRIPTION OF REVISIONS APPROVED REVIEWED: ---XT --- ---BX --- RECORD DRAWINGS These Record Drav,~ngs have been prepared based on information submitted, in part by others. While this information is believed to be reliable, City of Newport Beach is not responsible to its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result ~!~ SENIOR CIVIL ENGINEER DATE 9L20L2022 "' 0 -C 0 "' u E c_ N t'l <D t'l N ........ a -........ ... a "' 3: 1J Lei a ~ tl:'. I L!l t'l I Cf) I u I L!l ... <D N / --L!l / .c u 0 OJ (I] I -~ 0 c_ ;. OJ z I OJ > <( I ~ 0 ·.:: OJ c_ ::, Cfll L!l ... <D N SHEET OF / ti: R-7008-S 77 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SUPERIOR AVENUE PEDESTRIAN / BICYCLE CIP RETAINING WALL PLAN AND PROFILE BRIDGE AND PARKING LOT C-8020-6 RW-6 PLAN: CIP RETAINING WALL 4 SCALE 1" = 20' PROFILE: CIP RETAINING WALL 4 LEGEND: CAST IN PLACE RETAINING WALL CAST IN PLACE RETAINING WALL FOOTING CALTRANS STANDARD PLAN 36 PLAN: CIP RETAINING WALL 3 TYPE 5 (CASE 2 SCALE: 1"=20' PROFILE: CIP RETAINING WALL 3 DESIGN H 8' DESIGN H 1 D' 12' 14' 16' 14' LENGTH 40' LENGTH 33' 26' 39' 162' 40' FOOTING STEP 81' 44' 55' 25' 9!:i' SPACING / / RWAI L4' 11+79.00 o---------------+---------------1------------+---------------1f-------------+---------------1f-------------+-----------/-f----------/f------t-1 '.:-NG--J IP-RE-l'AINING-WA~lc-T-YPE--'1-----1------- / SEE ~ HEET RW-8 0 ~ <D ~ / / ' --: -' 20 9? ;.-, '!' '" 20 60 + " + " c-, ~ c-, ,~ I / BEG < IP RETAINING WALL ~-•.-,r /r-11~~ ~" -' , PER CSP B3-1B 0 I 0 ,_ Ji 'i:= 60 ' ---- , \ , CIP ETAINING WALL /B3-4B\ \ / ;+: <0 TW , o._ ~ I \_ TW _ \ / TYPE 5 (CASE 2) \ j 1' \ r12+57.00 1-----------+------------1--t-----::-~~=;--\;l"-----,""-,-!,;;;,---------'--=,,,L-----\l------------+------------ll------------+------+-------:_..!--l-----'----+-----+-----------H H-___,.6 (l(l' re-'-----+------------+-----------+------------, 10+00.00-f __,. ', ,r-FG I W ~ ; --...::: • ,. 13-20' TW 1 / / _ '(, 1 10 3?·81 ~ -\ "RWALL4" 12+54.00 1 \ '-..._ l---------+----------.l-,-l----'-/---~'-,-;~_\-'\-\L--+,-9--.4'<>-'-~'fl,,r.J------------+----------+-----------+------------1-~--~/-/ /. \ END CIP RETAINING WALL \ '-..._ ~ 1-----------j-----------t--1--,--c---~'~-V----t------------+------------+-----------t------------t:;ar=-:c-----:,,,--'~---t----\c------+----t-----~+-¥PE-+-(-GAS~)-+--+---'\--,---"'~_------S0~----------+-----------+-----------I /.-/ \ -----~ -,,,-\_ FG BW PER CSP B3-1 B , " V ~/ / _,,,,,-BEG CIP RETAINING WALL TYPE 7 \ -....._ o"' l-----------+-------------li-------~-l---+------------ll------------+--------'!s01cti~~---+-------=~ __.-~---------+-------+------+-------'-,:EE-SHEE-T-RW-81--IH ---.--------"•_,_----.+Mx,,;-----------1------------+----------I <------------+-----10 -----+-------111-1-;--+------1-----10 --------1e------50 ------t-------;,;:ct<;,,a,----+-~---=:2:_ -=-~-~----1-•--,,,----....-._----------+----.,,,,,,,-,-L-/'-+-----+-----------H I---\-'------~---'"•~-+~-----------+-----50 -----+-----------1 1-----------+------------1----T_F=-_;=--l-/--+---+------------11-------------'gei+-1": _______ -+-a-~,..,ec:____.,--11-"'c--.,--_,--:::c--_--_-..--_-______ -+__,'.,_H~~--4/-1---'w-"-A-"L=L_E=X-'-P-'-A-'-N'-'s-'-10=--N-1'e=-0 __ 1N--T _____ -1--____ 1--__________ -1---1----------'>.--i>--='-="R,,,w""A=La;eL"'4"""""1"'3"'+""0s'iioec.oac=o=-=ta.==---------1------------1 ~ BF _J ro ~ ci O ---~=----~,4'.--·_:_'' __________ _J_ _ __:'-::::c-::::::__,1 ______ ---ii-------+-----+-----~,,,.--...._;::;,_.::;;:,,,,-----+--+-----------'-J ~-~END CIP RETAINING WALL YPE 7 1-----------+-----------rS"l-'----------.s:t----+------------ll-------------"0l'tE>------=,.., SEE--SHEE-T-RW--~e,----+-----------+-----------1 2S o ~ o 6 ui ~ ? 7 ,-FOI DTING STEP ' s3-5 ' . ~~---~-~-+----------+----------+------+---t--+----1---1-----:1----;---~~=-==--------1,~---------+------------1--------7 ~~ ~~ ~~---~~=-~--~✓-----~-----------~----------~--+--~FG~FiW~l----~/-~----~~=/~-~-----+-+----------------~>-'-----------+-----------+-----------1 i------------+------------'-j~-------~~--+---------------11----, ---,, -----/-Ai -~-C ' I -- 'RWALL4 10+00.00 _ ~ _ 1 ._::-::::::::_~=------+-f::::::=::::::::==-======t:=--;;~-;-;~~~~-,;:;;;:;;:~/~r--,.,_~J----------+----------1 l-------------l-------------l-------------l-----------a,BsaEseG=sC,ejlecP=sR""E""T""A"'IN"'l,s;NG-WeeAeeL=eL=saTY"'P""E~7,==<--11--~, ~~---,,,-,~.-s-11_,----t-------------t------------t---t--------11---l -t----t~---:~--WALL EXPANSION JOINT/, B_ 3 \ 1------------+---------------1------------+--------------<e---~SEE--SHEE-T-R-W-8---11---~l --·-----s'<)cJ~~""=~1 ---+------------+-----------t--f-'===-' ~ --4 11 .,~':, ~ ,--TF _ ---_... -~ / '('. /-+-----------+------------a --'"' -~ - I ---I 0 0 ------11------40 ------1--------~"'-'=--+---~---------t-+-----------+-------+1-,,__----ll--+-----------+------------lf-------------+------3.5' I 40 OMIT FOOTING KEY-,,_ 1 LL o· +LO .\~~ 1----------1-----------f-----------f-----------+----------G-~-l','1"1,,.------S-~-:a:,'~,-- 10+00 "RWALL3" LINE DATA NO. BEG STA. R BEARING/6 L3 10+00.00 -S25"40'31"E L4 10+10.90 -N64"37' 43"E LS 10+29.16 -N23"49' 45"W 10+50 T L -10.90' -18.26' -10.66' 10+00 • \ \) ,::::,-- 8" WALi _.~,;,'!J)l:;':Wi1H \elPE D0)0E , -~ ,3.6)---ll<f\ "RWALL4" 10+33.91 BEGIN RETAINING WALL GUTTER '\ SEE SHEET RW-7 / \ ,>ll I I I LL r- NO. LG L7 LB 11+00 I I U') 0 N \ \_ BF "RWALL4" LINE DATA BEG STA. R BEARING/6 10+00.00 -S83'52'27"E 10+33.91 -S55"59'37"E 12+54.00 -S40"39'51''W I LL r- 0 9 00 + ,2 - T L -33.91' -220.09' -46.00' LL LL r-0, U') 0 0 + U') N -v 'C 12+00 13+00 ,,,,--....,, SCALE: HORIZ: 1 "=20' VERT: RECORD DRAWINGS These Record Drawings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible to its accuracy, nor for errors or om issions IM'l ich may have been incorporated into these plans as a result 20 0 20 40 60 - - GRAPHIC SCALE 1 INCH = 20 FEET 1"'=4' "' 0 ~ C 0 "' u E 0 N I") .. - N N '-. "' '-Ol 0 -5-_c u 0 " rnl ~ ~ 0 "-;, ,-----------------------------......----------.....,..--,-----......--------------------...,.....---,-----------.,.....------------------------------10J REVIEWED: ROBERT BURNS RSE 6289 DESIGN ENGINEER'S NAME REVIEWED: ~!~ SENIOR CIVIL ENGINEER zl !; <l'. ~I 0 ·.:: " "-::, f-----------------------..---------lvil DESIGNED: DRAWN: "' t-:".'==-_R_Bt-::-:=---c_si---+-----+---------------------1-----; DATE __ ~9,../2=0~/=20=2-2__ f-----------1 ~ CHECKED: DA TE: ;)!-FF 9;20;2022 NO. DA TE DESCRIPTION OF REv1SIONS APPROVED SHEET OF -------------------------------------------------------------------------------------------------------------------------------------------------------------------------tL R-7008-S 77 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SUPERIOR AVENUE PEDESTRIAN / BICYCLE BRIDGE AND PARKING LOT C-8020-6 CIP RETAINING WALL DETAILS RW-7 CIP RETAINING WALL 3 TYPICAL SECTION NO SCALE CIP RETAINING WALL 4 TYPICAL SECTION "RWALL4" STA 10+00.00 TO 11+79.00 NO SCALE 37 LEGEND: CALTRANS STANDARD PLAN CIP RETAINING WALL 4 TYPICAL SECTION "RWALL4" STA 12+54.00 TO 13+00.00 NO SCALE AA SECTION A-A NO SCALE CIP RETAINING WALL 4 TYPICAL SECTION "RWALL4" STA 11+79.00 TO 12+54.00 NO SCALE ------ ----- ______,,,,. FOOTING CABLE RAILING TYPE B SEE SHEET RW-9 2 RETAINING WALL 3 LOL TW WEEP HOLE ANO . PERVIOUS BACKFILL~:;:;:; ... •♦ ♦• ♦ + ♦ • + + + ••• •• + +· +· CIP RETAINING WALL 3 ~:, TYPE 5 (CASE 2) --------• + + + . ' . • + + + ••• - -- -- -----.. EXISTING UTILITY ANO CONCRETE PAO (PROTECT IN PLACE) ---- BF . + + + • .. •.·.· • ♦ ♦ ♦ ... • + + + ... . . ··9i===i .. • .... 6" MIN I L -, I _J :I ---------------- -----KNOLL OVERLOOK PRIOR TO CASTING FOOTING, TIGHTLY WRAP 8" PVC WITH 2 LAYERS OF 15 LB BUILDING PAPER BUNDLE REINFORCEMENT ADJACENT TO PVC ----------------- --.. --.. "-- RETAINING WALL 4 LOL "---l --......____ CABLE RAILING TYPE B SEE SHEET RW-9 8 RETAINING WALL GUTTER 8,, SOR 35 PVC PIPE 8 WEEP HOLE AND PERVIOUS BACKFILL 2' • + •• i iii : ::: .... • + •• • + •• • + •• • + ♦• : ::: .... : ::: ~m .... '--...... --------------- 8" WALL DRAIN Q WITH PIPE DOME 0 TW ARCHITECTURAL TREATMENT FL/TC i-r----5' ---7 PLANTING AREA i !ii DRAINAGE ROCK : :;: WRAPPED IN : ::: FILTER FABRIC ~=1---,LnpFiER"'Fci'OiRRAATFTE:'i'DfT TO INLET ··~ =====-=-=-;=- 43.65 INV CIP RETAINING WALL 4 TYPE 7 SEE SHEET RW-8 DE 14CIO 1'BAZli:E ROAD stJITB 100 SAN Dll!IGO, CA 02108 PIPE BF 8" PVC STORM DRAIN DOKKEN ENBINEERINB (858) 51'-88"17 --- ---------------KNOLL OVERLOOK -----20: 1 OR FLATTER REVIEWED: ROBERT BURNS RSE 6289 DESIGN ENGINEER'S NAME DESIGNED: DRAWN: RB cs HECKED DATE: NO. C : FF 9202D22 DATE ---------- CIP 2' MIN -------------------- "-- 8 RETAINING WALL GUTTER 8 WEEP HOLE ANO PERVIOUS BACKFILL e-,CIP RETAINING WALL 4 TYPE 1 (CASE 2) -------- ----- '--.. RETAINING WALL 4 LOL ----------l '---,_ CABLE RAILING TYPE B SEE SHEET RW-9 2' '--...... --------------- TW ARCHITECTURAL TREATMENT FL/TC 5•--~-1 i-~- P LANTING AREA DRAINAGE ROCK WRAPPED IN FILTER FABRIC PERFORATED PIPE BF - RECORD DRAWING~rmation submitted. in part. by • s have been prepared based on in f Newport Beach is not These Rec~Hd h~r~'~t~ation is bel ieved to be r_eliable, .~~ty i may have been incorporated others While t 1s in° for errors or omissions wr11c responsible to its accuracy, nor into these plans as a result ............... CABLE RAILING TYPE B SEE SHEET RW-9 ARCHITECTURAL TREATMENT 8 UTILITY OPENING PARKING LOT FG RETAINING WALL 4 LOL . . .. •• .. ' . .. . . . -.......... " '-----.. 2 TW FG --....___ ...____ RETAINING Q WALL GUTTER 0 43.40 INV 83-6 3" WALL DRAIN WITH PIPE DOME WEEP HOLE AND PERVIOUS BACKFILL RETAINING WALL 4 TYPE 7 SEE SHEET RW-8 BF 8 REVIEWED: ~!~ SENIOR CIVIL ENGINEER DATE 9/20/2022 DESCRIPTION OF REVISIONS APPROVED SHEET OF Cl) 0 ~ C 0 Cl) () E 0 N "' N N '-"' '-"' 0 R-7008-S 77 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SUPERIOR AVENUE PEDESTRIAN / BICYCLE BRIDGE AND PARKING LOT C-8020-6 CIP RETAINING WALL DETAILS RW-8 38 GENERAL NOTES ELEVATION NO SCALE DESIGN DATA SPREAD FOOTING SECTION NO SCALE ARCHITECTURAL TREATMENT NO SCALE ARCHITECTURAL TREATMENT NOTES GENERAL ARCHITECTURAL TREATMENT NOTES RETAINING WALL TYPE 7 NO SCALE FOOTING DETAIL NO SCALE SECTION A-A NO SCALE ~~-RETAINING WALL 1 LAYOUT LINE NOTES: 1. FOR RETAINING WALL ARCHITECTURAL TREATMENT SEE DETAIL THIS SHEET. 2. FOR DETAILS NOT SHOWN AND DRAINAGE NOTES, SEEe-5, SUBSTITUTION OF GEOCOMPOSITE DRAIN FOR PREVIOUS BACKFILL MATERIAL IS NOT PERMITTED. 3. FOOTING COVER, 2'-D" MINIMUM. 4. DIMENSIONS MAY VARY WITH ROADWAY CROSS SLOP AND WITH CERTAIN THICKNESS OF SURFACING. SEE PROJECT PLANS. /FG "'~" #5 @ 12, cc ·v· . . . . ~ 1'-9" I ~ 1-1/2"·r•-I I I ARCHITECTURAL FINISH OR ARCHITECTURAL TEXTURE #5 @ 1 2 __,.-+-v~ 2" Cir (Typ.) ' ,_ I I (DBARS I @BARS I v I I I ·~-I I . mM, ' . . / -- r_ . . ·.,,j ~ -✓ • I . . . . I'._ . ~v \ I / . . . . #5 @ 1 2 l'-b.._ FOR H:S:32' o ~ f/1 -#4 @ 12 L #6 @ 12 , _ _ 1 I FOR H.>34' 71 I ~ W/3 #4 @ 1 2 ~ C B w ___________ (]) TYPE 1 ( CASE 2) RW I ' LIMITS OF TYPE 1 (CASE 2) RETAINING WALL FOOTING ~ EXPANSION f-+-+-+---++--+-+--f-+----++-+++-++-+--) JOINT~ 3-4 FACE OF STEM _./ TYPICAL TYPE 1 RETAINING WALL A REINFORCEMENT TYPICAL TYPE 7 RETAINING WALL REINFORCEMENT ' -t r-#+!Wi\ '---LIMITS OF :~p~ 7 __ , -- RETAINING WALL FOOTING TYPE 7 RW @BARS SHORT@BARS CONSTRUCTION JOINT #5 tot 10 IN AREAS OF CONFLICT, SHIFT TYPE 7 WALL REINFORCEMENT BELOW TYPE 1 WALL REINFORCEMENT I I I I I I I I I J I I I I I I ,,!' ''""\,' "', 1 I l'"I /l""j TYPICAL TYPE 1 RETAINING WALL --MlaiTh-:-'""-; ,'':'-,'.--,~-+--,: ",:' __ .: -' REINFORCEMENT , , f f f ' ,.1 I I I I L.1 _ l~i'l,i'_1_ '->---t--TYPICAL TYPE 7 RETAINING WALL REINFORCEMENT :r: z '-" (/) w 0 NOTE: • H=6' H=8'-16' u "' .c u 1v@ ------~ . V VSHORT@ . ~ -~ ------I .,,.,.---i--,.___ i-----~ , • ~ r TOP OF FOOTING --+-+----t----+--+-+---+-----++-~- "hsc" ABOVE BARS INDICATE DISTANCE FROM TOP OF FOOTING TO UPPER END OF THE BARS, SEE TABLE ON SHEET 38. DESIGN AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS, 4TH EDITION WITH CALIFRONIA AMENDMENTS EOE: MONONABE-OKABE METHOD Kh= 0.2 Kv= 0.0 SOIL: jZ = 34· )1 = 120 pcf REINFORCED f'c = 3600 psi CONCRETE: fy = 60,000 psi LOAD COMBINATIONS AND LIMIT STATES SERIVCE I STRENGTH I EXTREME I 0=1.00DC+1.00EV+1.00EH O=aDC+1BEV+ 1.50EH 0=1.00DC+1.00EV+1.00EH+1.00EQD+1.00EQE WHERE: Q: FORCE EFFECTS a: 1.25 OR 0.90, WHICHEVER CONTROLS DESIGN \l: 1.35 OR 1.00, WHICHEVER CONTROLS DESIGN DC: DEAD LOAD OF STRUCTURE COMPONENTS EV: VERTICAL EARTH FILL PRESSURE EOE: SEISMIC EARTH PRESSURE EQD: SOIL AND STRUCTURE COMPONENTS INERTIA. <'y- SOIL INERTIA IGNORED FOR STEM DESIGN ~ TABLE OF WALL DIMENSIONS, REINFORCING STEEL AND BEARING STRESS DATA DESIGN H w C B F D STEM THICKNESS s @BARS hsc (s) BARS (DBARS MAX. ANCHOR SPACING SER I: B'( ft), n.'. (ksf) STR la: B'(ft), a .. (ksf) STR, lb: B'(ft), a., (ksf) Ext I: B'(ft), a., (ksf) LEGEND: SER: SERVICE LIMIT STATE STR: STRENGTH LIMIT STATE EXT: EXTREME EVENT LIMIT STATE B": EFFECTIVE FOOTING WIDTH (ft) q;: NET BEARING STRESS (ksf) g, : GROSS UNIFORM BEARING STRESS (ksf) ~: 2 BAR BUNDLE 6' s'-o" 3'-0" 2'-0" 1'-9" - 1'-9" 0'-9" #6 #5 @12 #5 @12 4.0, 0.9 3.7, 1.2 2.9, 1.2 3.1. 1.2 8' 5'-6" 3'-6" 2'-0" 1 '-9" - 1 '-9" Q'-9" #6 7'-10" #5 @12 #5 @ 12 3.8, 1.2 3.2, 1. 7 1.9, 2.1 2.4. 1.8 1 o· 12· 7'-3" 8'-9" 5'-3" 6'-9" 2'-0" 2'-0" 1'-9" 1 '-9" -1'-0" 1'-9" 1'-9" Q'-9" Q'-6" #6 #5 9'-10" 11'-10" #5 @ 12 #5 @ 12 #5 @ 12 #5 @ 12 5.3, 1 . 1 6.3, 1 .1 4.5. 1.6 5.3, 1.7 2.8, 1.9 3.1, 2.1 3.6, 1.6 4.2. 1. 7 6'-o" ,__________ ----------- PLANK 1'-6" BEG & END 7f• I -==,=============- 5~" PLANK ~------- ♦ 1' MIN ♦ TY P 2 3 14' 10'-9" 8'-9" 2'-0" 2'-Q" 1'-6" 1'-9" Q'-5 2/3" #5 13'-10" #5 @ 12 #5 @ 12 7.7, 1.2 6.6. 1.8 3.8, 2.2 5.2, 1.8 16' 12'-9" 10'-9" 2'-0" 2'-4" 2'-0" 1'-9" 0'-5" #5 13'-6" #5 @ 12 #5 @ 12 10'-6" 6.9, 1.6 7.8. 1.9 4.3, 2.5 6.0, 1.9 A. ANCHOR SPAN POSTS OCCUR AT ENDS B. CABLE RAILING SYSTEMS AS MANUFACTURED BY ULTRA-TEC OR APPROVED EQUAL, CONTACT: (800) 851-2961 C. DIAGONAL TENSION CABLE TO BE OFFSET FROM CENTER LINE OF CABLES BY ½" ON STREET SIDE. D. CONTRACTOR TO SUPPLY SHOP DRAWINGS OF FENCE LAYOUT AND POST /HARDWARE CONNECTIONS. E. TIGHTEN ALL CABLES TO 280 PSIF. F. APPLY ONE COAT OF PRIMER PAINT AND TWO COATS FINISH TO POSTS AND RAILS. REFER TO CONSTUCTION LEGEND FOR COLOR AND FINISH G. POST G.A. MATERIAL: GALVANIZED STEEL PER PLAN G.B. COLOR: LOW SHEEN PAINT, RAL-8019 GREY BROWN G.C. FINISH: ONE COAT RUST INHIBITOR/TWO COATS PAINT H. CABLE RAILING H.A. MATERIAL: GALVANIZED STEEL CABLE A. CARRY BOARD FORMED EXPRESSION A MINIMUM OF 1' BELOW FINISH GRADE (/ CABLE RAILING <-----t-.--- 1 / TOP OF FOOTING ' B. CONTRACTER SHALL PROVIDE 3' X 6' MOCKUP FOR APPROVAL C. ALL FORM LUMBER SHALL BE SANDBLASTED TO EXPOSE AND ENHANCE THE WOOD GRAIN FOR MAXIMUM TEXTURE IN CONCRETE D. ENDS OF WALL SHALL HAVE BOARD FORMED GRAIN AND JOINT EXPRESSIONS E. WALL COLOR: #5327 SAN DIEGO BUFF E.1. MANUFACTURER: DAVIS COLORS OR EQUIVALENT F. FINISH APPLICATION COLOR: WESTWOOD BROWN -HALF STRENGTH F.1. MANUFACTURER: L.M. SCOFIELD OR EQUIVALENT CD r CHAMFER ALL coRNERs. TYP. 0 POURED-IN-PLACE CONCRETE WALL WITH BOARD FORMED GRAIN AND JOINT EXPRESSIONS 0 EXPOSED SNAP TIE HOLE 0 f' WIDE X f' DEEP CONTROL JOINT a. 6'-0" ON CENTER RECORD DRAWINGS These Record Dra'Mngs have been prepared based on information submitted, in part, by others. While this information is bel ieved to be reliable, City of Newport Beach is not responsible to its accuracy, nor for errors or omissions \"vtlich may have been incorporated into these plans as a result. "' 0 ~ C 0 "' u E 0 N ,.., .. - a, 3: "1J oci 0 ~ 0:: I O'.) "' I (/) I 01 LO ... CD N / -~ .c u 0 OJ rnl ~ ~ 0 "-;. ' ' ' ' ' ,-------------------------------.-------------,---,-------.----------------------,----,------------,--------------------------------10J zl ' ' : ' ' :\ ' ' ' ' ' ' ' ' ' .. , ' "'I ' ' ' ' ' ' : : : ' ' ' ' ' ' ' ' ' ., ' ' ' ' ' I I I ' ' ' ' ' ' ' REVIEWED: REVIEWED: !i ~I ROBERT BURNS /ZAd, _;J~ -§ RSE 6289 ~N RCE 63670 :g_ DESIGN ENGINEER'S NAME SENIOR CIVIL ENGINEER Jl f-----------------------..----------11 DESIGNED: DRAWN: LO r:::-==--R_Bt-;:-,=---c_s1---+-----t---------------------t-----; DATE __ ~9,../2=0"-/=20=2-2__ f-----------1 ~ CHECKED: FF DA~'f2o/2o22 NO. DATE DESCRIPTION OF REI/ISIONS APPROVED SHEET OF ;::!-._ ________________________________________________ _. ____________________________ ..._ ___________ ..__._=_._ _ _. ____ ..._ ___________________ .._ __ ...., __________ ...._ _____________________ ._ ______ __, o.: R-7008-S 77 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SUPERIOR AVENUE PEDESTRIAN / BICYCLE BRIDGE AND PARKING LOT RETAINING WALL CABLE RAILING DETAILS C-8020-6 RW-9 39 RECEIVER SYSTEM ENLARGEMENT NO SCALE SECTION B-B (CIP WALL) NO SCALE CABLE RAILING TYPE B NO SCALE CABLE RAILING TYPE A NO SCALE SECTION A-A (SEGMENTAL WALL) NO SCALE NOTES POST POCKET NO SCALE ± GENERAL NOTES SECTION B-B (SEGMENTAL WALL) NO SCALE ct. ~ -J 3 ,--.... 4'-6" o.c. ct. 4'-6" o.c. INTERMEDIATE LINE ANCHORS INTERMEDIATE LINE ANCHORS EVERY 100' OR CHANGE EVERY 100' OR CHANGE IN DIRECTION IN DIRECTION 3 ~~ ~ 8 " • ,-.. ---..... • f5'\ / V --..... -'ix, \ .J / ....... ;., N '4' I' II .,.. • '-j , ,__ ',Si / (4)-@,_ / I (X) ' / ct. 4'-6" o.c. ct. ANCHOR SPAN POSTS BEGINNING ANO END CONDITIONS _J • 0 _l • 0 -~ I ;., I ·- '"' ~ r I ·- I.. . I 8" MIN ct. 8'-o" o.c. A INTERMEDIATE SPAN -TYP. -N . _J '--"-->->- rril ;i. I ,I, ~ f4'\ r1 O' ' I / / ' ,~ \ J \ '/ . -'-, , "' ' 6" I .J '6 I -,.., FG 6" 1% 1% 1% 1% ~ ~ ~ ~ '6 -I ;,, FG '6 I ;., • "' 1 0 -~H--3/4" 6 I • 5" \_ FG/TOP OF WALL ;;;; ::> "' ~ B B -A a'-o" o.c. INTERMEDIATE SPAN TYP. , __ 8" MIN SEE POST POCKET DETAIL ON THIS SHEET A. ANCHOR SPAN POSTS OCCUR AT ENDS 8" MIN & FG/TOP OF WALL & MORTAR 8" #4 Q, 11" 4" x 5" x g" OR 5" A x 9" POST POCKET 0 2" SQ. GALVANIZED STEEL POST WITH ½" FLAT CAP SEE POST POCKET DETAIL ON THIS SHEET RECORD DRAWINGS These Record Drawings have been prepared based on information submitted, in part, by others. While this information is believed to be rel iable, City of Newport Beach is not responsible to its accu racy, nor for errors or omissions vvhich may have been incorporated into these plans as a result "' 0 ~ C 0 "' u E 0. N B. CABLE RAILING SYSTEMS AS MANUFACTURED BY ULTRA-TEC OR APPROVED EQUAL, CONTACT: (800) 851-2961 0 2" x 2" GALVANIZED STEEL BRACE WELDED TO STEEL POSTS "' <D C. DIAGONAL TENSION CABLE TO BE OFFSET FROM CENTER LINE OF CABLES BY ½" ON STREET SIDE. 0 S-8 SWAGING STUD AND R-8-52 INVISIWARE RECEIVER SYSTEM, TYP. 0 TURNBUCKLE D. CONTRACTOR TO SUPPLY SHOP DRAWINGS OF FENCE LAYOUT AND POST/HARDWARE CONNECTIONS. E. Tl GHTEN ALL CABLES TO 280 PSIF. F. APPLY ONE COAT OF PRIMER PAINT AND TWO COATS FINISH TO POSTS AND RAILS. REFER TO CONSTUCTION LEGEND FOR COLOR AND FINISH a. AT EACH ANCHOR SPAN b. INLINE AT 100'-0" O.C., TYP. (STAGGER EVENLY AS SHOWN) "' 3: '1J a, 0 G. POST G.A. MA TERI AL G.A.A. TYPE A: ANODIZED ALUMINUM G.A.B. TYPE B: GALVANIZED STEEL PER PLAN G.B. COLOR:LOW SHEEN PAINT, RAL-8019 GREY BROWN G.C. FINISH:ONE COAT RUST INHIBITOR/TWO COATS PAINT H. CABLE RAILING H.A. MA TERI AL H.A.A. TYPE A: STAINLESS STEEL H.A.B. TYPE B: GALVANIZED STEEL CABLE c. THE CABLE CONNECTION -PART # 516TTLL14SS, PHONE: 775.885.1443 BRAIDED 7 x 7 ( ¼" ) DIAMETER GALVANIZED STEEL CABLE 3/8" ¢ HOLE DRILLED THRU CENTER OF POST, TYP. RAILING / FENCE CONTRACTOR SHALL NOT TRENCH EXCAVATE THROUGH UPPER GRID LAYER. FOOTINGS TO BE DRILL EXCAVATED 2" SQ. ANODIZED ALUMINUM POST WITH ½" FLAT CAP 2" x 2" ANODIZED ALUMINUM BRACE WELDED TO STEEL POSTS BRAIDED 7 x 7 ( ¼" ) DIAMETER STAINLESS STEEL CABLE ~ Q:'. I a, "' I U) I 01 LO ... <D N / -;9-- .c u 0 OJ rnl ~ ~ 0 0. 3: ,-------------------------------..-------------,-,--,-----..---------------------,------,----------....... ---------------------------------10J ffi 4/10/23 WALL LAYOUT REVISED REVIEWED: 2 1 DE 1.(60 J'BAZli:E ROAD surrs 100 SAN Dll!IGO, CA 02108 DOKKEN ENBINEERINB (858) 51,-8877 REVIEWED: !!; ~I ROBERT BURNS 4A/~C J~ ,§ RSE 6289 ~N RCE 63670 :g_ DESIGN ENGINEER'S NAME SENIOR CIVIL ENGINEER Jl f-----------------------....... ---------11 DESIGNED: DRAWN: LO r:::-==--R_Bt-::-:=---c_s1---+-----t---------------------t----; DATE __ ~9,_./2=oe.<-/=20=2-2__ f-----------1 ~ CHECKED: DA TE: ;::!-FF g 20 2022 NO. DA TE DESCRIPTION OF REVISIONS APPROVED SHEET OF ._ __________________________________________________________________________________ ...., _______ .._ __ ..._..._= ___ _. ____ ...., ____________________ ...._ ___ ..._ __________ .._ ______________________ ..._ _______ _,o.: Landscape Plan SHT. # L-2, L-8 4 L-13 SHT. # L-3, L-'1 4 L-14 SHEET INDEX �\ � SUNSET RIDGE PARK I LJ J SL SL BRIDG>E TO SUNSET RIDG>E PARK IAIEST PARKING> LOT 0 0 c- GENERAL NOTES: I.PRIOR TO INITIATIN,S. ANY PHA5E: OF THE LANDSCAPE: IN5TALLATION,THE CONTRACTOR SHALL VERIFY E:Xl5TENC.E:, 5IZE:, AND LOCATION OFALL RELATED UTILITIE:5, 5E:RVICE:5, AND METERS AND NOTIFY CITY OFANY Dl5C.REPANC.IE:5.::2. THE CONTRACTOR SHALL NOTIFY THE CITY PRIOR TO 6E:<5,INNIN,S. THE l"!ORK AND SHALL 6E: RE:5PON5I6LE: FOR COORDINATIN<S, Jl'IITH THE CITY, ,S.OVERNIN,S. A,S.E:NCIE:5 AND OTHER TRADE:5. 3.CONTRACTOR 5HALL IMMEDIATELY NOTIFY THE CITY OF ANYERRORS, OMl55ION5 OR Dl5CREPANC.IE:5 IN E:Xl5TIN,s. C.ONDITION5 ORll'IITHIN THE PLANS PRIOR TO 6E:<5,INNIN,S. THE l"!ORK.4.ALL MATERIAL SHALL ee NE:11'1 UNLE:55 OTHE:RJl'lI5E: 5PEC.IFIE:D.5.THE CONTRACTOR SHALL, IMMEDIATELY UPON 6E:IN,S. AY'IARDE:D THECONTRACT, MAKE ANY ARRAN<5,E:ME:NT5 NE:C.E:55ARY TO INSURE THATALL MATERIALS, C.ONNE:C.TION5, AND 5UPPLIE:5 ll'IILL 6E: AVAILABLE: ll'IHE:N NEEDED FOR THl5 PROJECT.6.NO 5U65TITUTION5 ll'IILL ee CONSIDERED FOR ITEMS 5PEC.IFIC.ALL YCALLED FOR ON THESE PLANS UNLE:55 APPROVED 6Y CITY.1. DETERMINATION OF "E:GUAL" 5U65TITUTION5 FOR 5PE:CIFIE:D VENDOROR SUPPLIER A5 NOTED Jl'IITHIN THESE DOC.UME:NT5 ARE 5U6JE:CT TOREVIE:11'1 AND APPROVAL OF THE CITY.e.THE CITY SHALL ee NOTIFIED NO LE:55 THAN 4e HOURS IN ADVANCE:OF ANY 5ITE 065E:RVATION5 OR ME:E:TIN,S.5."!. SITE 065E:RVATION5 AND ME:E:TIN,S.5 MAY INCLUDE:, A.PRE-C.ON5TRUC.TION6.LAND5CAPE CONSTRUCTION I I I \ \ \ C.. IRRl,S.ATION PRE:55URE AND COVERA,S.E: TEST D. 5POTTIN,S. OF 5PEC.IME:N PLANTS E:. PRE-MAINTENANCE: F.P05T-MAINTENANC.E: (FINAL)10.5ITE 065E:RVATION5 6Y THE CITY OR LAND5CAPE ARCHITECT DURIN,s. ANY PHASE OF THl5 PROJECT DOE:5 NOT RELIEVE THE CONTRACTOROF Hl5 PRIMARY RE5PON5I6ILITY TO PERFORM ALL l"!ORK INAC.C.ORDANC.E: Jl'IITH THE PLAN5, 5PEC.IFICATION5 AND ,S.OVERNIN,S.C.ODE:5.II.CONTRACTOR SHALL ee 6AC.K CHAR,S.E:D FOR LAND5C.APE:ARC.HITEC.T'5 TIME Jl'IHE:N OSSERVATION5 ARE CALLED FOR AND IT 15FOUND THAT THE l"!ORK 15 NOT READY FOR IN5PE:C.TION, ORAPPOINTMENT 15 NOT KEPT. TIME ll'IILL SE C.HAR,S.E:D ON AN HOURLY6A5I5, PLU5 TRANSPORTATION, IF ANY, AT THE THEN E:Xl5TIN,S. HOURLYRATE FOR PERSONNEL PROVIDIN,S. THE 065E:RVATION5.1::2. THl5 FIRM DOE:5 NOT PRACTICE: OR C.ON5UL T IN THE FIELD OFSAFETY E:N,S.INE:E:RIN,S.. THl5 FIRM DOE:5 NOT DIRECT THE C.ONTRAC.TOR5 OPERATION5, AND 15 NOT RE5PON5ISLE: FOR THE SAFETY OF PERSONNEL OTHER THAN OUR OJl'IN ON THE 5ITE, THE SAFETY OF OTHERS 15 THE RE5PON5I6ILITY OF THE CONTRACTOR.THE CONTRACTOR SHOULD NOTIFY THE CITY IF HE CON5IDE:R5 ANY OF THE RECOMMENDED AC.TION5 PRESENTED HEREIN TO ee UNSAFE. 13.NO DEVIATIONS FROM THESE PLANS SHALL OC.C.UR Jl'IITHOUT PRIORAPPROVAL OF CITY PROJECT MANA,S.E:R. �SUNSET RIDGE PARK • q 0 q - SUNSET VIE� PARK HOAG HOSPITAL DSC-APE DENSE TREES 14.ANY PROP05E:D l"!ORK THAT 15 INC.ON5I5TENT Jl'IITH COMMON, 5AFE:C.ON5TRUCTION PRACTIC.E:5 SHALL 6E: 6ROU,S.HT TO THE ATTENTION OFCITY PROJECT MANME:R PRIOR TO C.OMME:NC.IN,s. Jl'IITHC.ON5TRUCTION.15.CONTRACTOR 5HALL Vl5IT 5ITE AND VERIFY ALL FIELD CONDITIONSPRIOR TO C.ON5TRUC.TION.16.CONTRACTOR 5HALL SEC.URE ALL PERMITS AND PAY ALLAPPLICABLE: FE:E:5 TO CON5TRUC.T THE PLANS HEREIN.11.CONTRACTOR 5HALL ee RE5PON5I6LE: FOR DAILY CLEANUP OF THE5ITE AND PROVIDE: ADE:GUATE 5AFE:TY ME:A5URE5 DURIN,S.C.ON5TRUCTION ON A ::24 HOUR SA5I5.18.ANY C.REDIT5 AND/OR DE:SIT5 SHALL ee REPORTED TO THE PROJECTMANA,S.E:R AT TIME OF OCCURRENCE: FOR PROPER VERIFICATIONAND/OR APPROVAL PRIOR TO COMMENCEMENT OF RE5UL TIN,S.ACTION.I"!. CONTRACTOR 5HALL PROVIDE: A ::24 HOUR PHONE NUMBER 4 C.ONTAC.T PERSON AVAILABLE: IN CASE OF E:ME:R,s.E:NC.Y. ::20.UPON All'IARD OF CONTRACT CONTRACTOR 5HALL CONTACT 5UPPLIE:R5 OF ALL ITEM5 THAT RE:GUIRE SHOP DRAll'IIN,S. ORI AND PREA55E:M6LIN,S. TO SE:<5,IN FINAL DE:5I,S.N AND CONSTRUCTION. ::21. NO 5U65TITUTION5 ALLOJl'IE:D Jl'IITHOUT ll'IRITTE:N APPROVAL FROM CITY PROJE:C. T MANME:R. 0 0 �KEYMAP LEGEND A6SRE:VIATION5 5HT. 5HE:E:T L.O.Jl'I.LIMIT OF l"!ORK P.A.PLANTIN,S. AREA TYP.TYPICAL ,s.AL.<5,ALLON Dh.DECOMPOSED <5,RANITE Fh.FINISH <5,RADE: P.I.P.PROTECT IN PLACE P.O.C. POINT OF CONNECTION NTS 5HT # 40 41-4243 44-4¢,41-484"! 50-51 52-5954 55 5t, DESCRIPTION, ALIA5, LAND5CAPE FLAN TITLE 5Hf:ET_ -- - - - - - - - --L-I LAND5CAPE FLAN -- - - - - - -L-::2 4 L-3LAND5CAPE LE5END AND NOTE:5-- - - - - - - --L-4 LAND5CAPE DETAILS............. . .... -L-5 4 L-1 IRF1.I5ATION FLAN. . . . . . . . . . . . . . . . . . . . ... -L-8 4 L-"! IRF1.I5ATION LE,s.E:ND 4 NOTES........ . ... -L-I0 IRF1.I5ATION DETAILS -L-II 4 L-I::2 FLANTIN5 FLAN -.......................... -L-I3 4 L-I4 FLANTIN5 LE5END 4 NOTES - - - - - - - - -- - - - - -L-I5 FLANTIN5 DETAILS-. . -L-I6 FLANTIN5 NOTES-- - - - - - - - - - - - - - - - - - - - - -- - - -L-I1 C-8020-6 C 0�0u E 0 tO N N "a, z:_ a, 0 � Q) Q) £ (/) Q) � i= v N a, Q) CJ' -0 ·c::rn Q) > <( L 0 ·c::1----------------�----------------------�--------�------------------------------------�-�---�------------------�--�---------�------------------------------la, DIAL BEFORE YOU DIG TWO WORKING DAYS BEFORE YOU DIG A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT LAND PLANNING LANDSCAPE ARCHITECTURE DATE: 9-20-2022 JOB NO: SCALE: DRAWN BY: CB 2979 STATE STREET SUITE "C" ---------- C A R L S B A D, C A 9 2 0 0 8 (760)729-8637 FAX:{760)729-8324 1-«IO FRAZEE ROAD S1llTI! 100 DOKKEN EN 131NEERIN l3 SAN DIIGO. CA 92108 (868) 614-83?'1' t---+-------+--------------------+------1 NO. DATE DESCRIPTION OF REVISIONS APPROVED REVIEWED: ��SENIOR CIVIL ENGINEER DA TE 9-20-2022 LANDSCAPE PLAN TITLE SHEET Q_ :, (/) v N SUPERIOR AVE PEDESTRIAN/BICYCLE BRIDGE �AND PARKING LOT L-1 0't----------------------�-------1w R-7008-S 31----------18: SHEET 4Q OF 77 /CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT '-------------------'------------------------'----------'-------------------------------------'----'------'---------------------'--------'----------'----------------------'---------'(/) \ IDli 11Iba if TOLL FREE 800-227-2600 ADL ---___ -_ ---= -_ PLANNING -------,, ASSOCIATES ====:::r- EXISTING LAN TO REMAIN DE -I --- I RECORD DRAWINGS . . ed based on information submitted , _m part, by These Reoord Dra\~lings have_been_ prepar r bl City of Newport Beach 1s not thers Wh ile this information is believed to be r_e I~ e, Mich may have been incorporated ~espo~sible to its accuracy, nor for errors or om1ss1ons into these plans as a result u, u I 1- == Q NOTES: NEl-"I SUPERIOR AVE. BRIDGE SEE STRUC-TURE PLANS s /11 Q y �s STAIRS (SEE STRUC-TURE PLANS) 1/ I I RAISED SEATl-"IALL PLANTER---------------I \/ � A • C-ENTER OF RAISED SEATl-"IALL �� PLANTER C-OORDINATESN,2I145I8.I8,�E,604166I.44 "' �/ /�� r;;:\ A SEE SHEET L-5 FOR PAVING LAYOUT"Cl L-5 (ALL PLAZA SC.ORELINES AREREFERENC-ED TO C.ENTER OF RAISED SEATl-"IALL) I.C-ONTRAC-TOR TO VERIFY LOC.ATIONS OF ANY AND ALL EXPANSION JOINTS FOR POURED IN PLAC.E C-ONC-RETE PAVING f"IITH PROJEC-T MANAGER PRIOR TO C,ONC-RETE INSTALLATION. 2.ALL SC-ORELINES, EXPANSION JOINTS AND SUBGRADE, AS REPRESENTED ON PLANS, ARE SUBJEC-T TO REC-OMMENDATIONS OF THE ENGINEER AND SOILS REPORT. C-ONTRAC-TOR SHALL VERIFY AND REVIEl-"I DISC.REPANC-IES f"IITH PROJEC-T MANAGER PRIOR TO C.ONC.RETE INSTALLATION. 9.ALL HIGH POINTS, LOl-"I POINTS, OR GRADE BREAKS IN C-ONC-RETE SHALL HAVE A SMOOTH C.URVE. 4.ALL DIMENSIONS ARE FROM FAC-E OF C-URB UNLESS OTHERl-"IISE NOTED. 5.ALL NEl-"I C-ONC-RETE PAVEMENTS ARE TO HAVE A C-ONTINUOUS 1/2" TOOLED EDGE f"IITH EXPANSION JOINT f"IHERE ADJOINING EXISTING 'C,OLD JOINT' C.ONC-RETE. MATC.H SC.ORE LINES AND FINISHES TO EXISTING f"IALKS, UNLESS OTHERl-"IISE NOTED. 6.RADIAL PATTERN SC.ORE LINES SHALL HAVE UNIFORM SPAC.ING. 1.ALL NEl-"I SIDEl-"IALK SHALL MEET ALL A.D.A. REQUIREMENTS. 8.C-ONTRAC-TOR SHALL C.ONFIRM THE LOC.ATIONS AND FINISH ELEVATIONS OF ALL SURFAC-E AND UNDERGROUND UTILITY VAULTS, PIPES, C-ONDUITS AND EASEMENTS f"IITHIN ALL f"IORK AREAS (PAVED AND PLANTERS) f"IITH C.ITY PROJEC-T MANAGER. "I. LAYOUT Of PAVING AND ALL SITE FURNITURE (f"IALLS, BENC.HES, BOLLARDS, ETC-.) SHALL BE STAKED, REVIEl-"IED, AND APPROVED BY C,ITY PROJEC-T MANAGER PRIOR TO ANY AND ALL C-ONSTRUC-TION. -5 FOR BIKE RAC-K $ION LAYOUT. SL L--i---SL � C � CALLOUT LEGEND 0 C.OMPONENT SC-HEDULE C.ALLOUT (SEE SHEET L-4 FOR C-OMPONENT LEGEND) @ MATERIAL/FINISH SC.HEDULE C.ALLOUT (SEE SHEET L-4 FOR MATERIAL/FINISH LEGEND) DETAIL NO.------@ SHEET NO.� \ \ \ i SL PA KING KIO K (PER C-IVIL PLANS)\ \ \ .... P.A. PEDESTRIAN RAMP. SEE C,IVIL PLANS(TYP.) C-URB(TYP) SEGMENT AL f"IALLSEE C.IVIL PLAN(TYP) D EXISTING EXISTING MEDIAN SIDEl-"IALK -9-i---- I I I II l':>"' IPi.A. I I I \ \ C --- EXISTING \ \ \ \ \ \ \ SIDEl-"IALK "---- EXISTINGC-URB I PEDESTRIAN RAMP. SEE C-IVIL PLANS (TYP.) ' ' ' ' l C I ,________ I P.A --------- O' 10' 20'40' SC.ALE, 1"=20'-0" C-8020-6 C 0 � N N '-a, -::::.. a, 0 CJ> ,:u (/] z <{ __J [)._ z 0 F u => (/] z 0 u stN a, (I) CJ> "O L m (I) > <{ L 0 1-----------------.----------------------,--------,------------------------------------,----,------,-------------------,------,-----------,------------------------------1� DIAL BEFORE YOU DIG TWO WORKING OAYS BEFORE YOU DIG A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT ADL PLANNING ---� ASSOCIATES--�-� DAlE, 9-20-2022 JOB NO: ----------SCALE: LAND PLANNING LANDSCAPE ARCHITECTURE DRAWN BY: CB 2979 STATE STREET SUITE "C" CARLSBAD, CA. 92008 (760)729-8637 FAl:{760)729-8324 ---------- DE DOKKEN EN BINEERIN B 14CIO l'RAZiE ROAD SDlTI! 100 SAN DIEGO, CA 98108 (858) 514-8S7'1 1---1-----1------------------+--------I NO. DATE DESCRIPTION OF REVISIONS APPROVED REVIEWED: �� SENIOR CIVIL ENGINEER DA TE 9-20-2022 LANDSCAPE PLANS Q. => (/] stN SUPERIOR AVE PEDESTRIAN/BICYCLE BRIDGE � AND PARKING LOT L-2 � R-7008-S o1---------1 (Y [)._ SHEET 4] OF 77 / CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT �-------------�-------------------�--------�--------------------------------�-�---�----------------�--�--------�------------------�-----�(/] -- TOLL FREE 1-800-227-2600 ---------------~ PEDESTRIAN PAVING "A", 'CJ 5' SGORING GRID (TYP.) C ~ ~ --------------- _J _) 9 TRASH REGEPTAC,L QTY /SHEET: 9 cJ ·• ,;...: •. >~. . . .. •' . ~ \ SL • ,•' .I ' .• ~ •:~ ' '·,-. --------------- U) n I k A \ -25 "" "' / RECORD DRAWINGS These Record DraWngs have been prepared based on information submitted, in part, by others. While this information is bel ieved to be reliable, City of Newport Beach is not responsible to its accuracy, nor for errors or omissions vvhich may have been incorporated into these plans as a resu lt. 0 u E 0 l'- U) N ./ if) 0 0 D st ./ a, C -" ~ 0 Q_ kl 1-------------------------,-----------jw I . 7====������P�E�D�ES�TfR�RtMP. / -\b""'---1----SI SEE CIVIL PLANS (TYP.)-f-7�r--f-1L+-+---1l____,.£�1 ��� 116t"-.f���;i] PEDESTRIAN CONCRETE A\PAVING "A" (TYP.)f ='1 � I I I I I 1'o"'I I I I I I \ \ \ \ I -----------3 9 \ \ \ \ \ SUPERIOR AVE. CURB(TYP) SL . EXISTING CURB SL P .. 8" LIGHTED P�IAf\l ;6LL RD u EXISTING r SIDEY'lALK a 0 SL Jj �------------------,2/(TYP.) QTY. THIS SHEET: 1:3 I I CALLOUT LEGEND 0 COMPONENT SCHEDULE C.ALLOUT (SEESHEET L-4 FOR COMPONENT LEGEND) 0 MATERIAL/FINISH SCHEDULE CALLOUT(SEE SHEET L-4 FOR MATERIAL/FINISH LEGEND) DETAIL No.------6:'i SHEET NO.� P.A. � � �EXISTING � ��=--'-'-��----- I CURB EXISTIN6 SIDEY'lALK �9.6 G � 9. �x CURB(TYP) QTY/SHEET : 2 EXISTING STAIRS 4 Y'lALKY'lA Y s w SL SL EV CHA OMPO O' 10' 20' 40' SCALE, 1"=20'-0" 21.9 X !� EXISTING SLOPEPLANTING � -,....J1 � -I" X 55.4 = •. _.··. 4._ / 21.8 X O' + + FOR EXISTING C.ONSTRUC.TION INFO, SEE SUNSET VIEY'I PARK PLANS. DRAY'IING> NO. P-522<!-S. EXISTING TURF AREA �VI ls� NEY'l CABLE RAILING FENCEPER CIVIL PLANS PROPERTY LINE NOTES: EXISTING PARK PLANTING. "--=6:.._"_:C:::..:O==-N:...::C=::.R:...::=E_:.:TE=--:_M...:.:O:::..:Y'l:.._:_:C:::..:U:..:.RB-=----------< F \(ALL DIMENSIONS ARE APPROX. 'JAND MAY REQUIRE ADJUSTMENTDUE TO SLOPE /TOPO. PRIOR TOC.ONSTRUCTION, CONTRACTOR TOGET APPROVAL FOR FINAL LAYOUTFROM PROJECT MANAGER.) I.C.ONTRAC.TOR TO VERIFY LOC.ATIONS OF ANY AND ALL EXPANSION JOINTS FOR POURED INPLACE CONCRETE PAVING Y'llTH PROJECT MANAGER PRIOR TO CONCRETE INSTALLATION .2. ALL SC.ORELINES, EXPANSION JOINTS AND SUBGRADE, AS REPRESENTED ON PLANS, ARESUBJECT TO RECOMMENDATIONS OF THE ENGINEER AND SOILS REPORT. CONTRACTOR SHALLVERIFY AND REVIEY'l DISCREPANCIES Y'llTH PROJECT MANAGER PRIOR TO CONCRETEINSTALLATION.:3. ALL HIGH POINTS, LOY'l POINTS, OR GRADE BREAKS IN CONCRETE SHALL HAVE A SMOOTH CURVE. 4.ALL DIMENSIONS ARE FROM FACE OF CURB UNLESS OTHERY'llSE NOTED.5.ALL NEY'l CONCRETE PAVEMENTS ARE TO HAVE A CONTINUOUS 1/2" TOOLED EDGE Y'llTH EXPANSION JOINT Y'lHERE ADJOINING EXISTING 'COLD JOINT' CONCRETE. MATCH SCORE LINESAND FINISHES TO EXISTING Y'lALKS, UNLESS OTHERY'l lSE NOTED. 6.RADIAL PATTERN SCORE LINES SHALL HAVE UNIFORM SPACING.1.ALL NEY'l SIDEY'lALK SHALL MEET ALL A.D.A. REQUIREMENTS.8.C.ONTRACTOR SHALL C.ONFIRM THE LOCATIONS AND FINISH ELEVATIONS OF ALL SURFACE ANDUNDERGROUND UTILITY VAULTS, PIPES, CONDUITS AND EASEMENTS Y'llTHIN ALL Y'lORK AREAS (PAVED AND PLANTERS) Y'llTH CITY PROJECT MANAGER. <!. LAYOUT OF PAVING AND ALL SITE FURNITURE (Y'lALLS, BENCHES, BOLLARDS, ETC..) SHALL BESTAKED, REVIEY'lED, AND APPROVED BY CITY PROJECT MANAGER PRIOR TO ANY AND ALL CONSTRUCTION. -' 5!/FERIOR AVE. r---... .... - C-8020-6 C 0 � a, ,: u (J) z <{ _J ()._ z 0Fu => (J) z 0u st N OJ N / u, 0 u 0 a,C .Y L 0 Q_ (I) a,"O L m (I) > <{ L 0 1-----------------.----------------------,--------,------------------------------------,----,------,-------------------,------,-----------,------------------------------1� DIAL BEFORE YOU DIG TWO WORKING OAYS BEFORE YOU DIG A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT ADL PLANNING ---� ASSOCIATES--�-� DAlE: 9-20-2022 JOB NO: ----------SCALE: LAND PLANNING LANDSCAPE ARCHITECTURE DRAWN BY: CB 2979 STATE STREET SUITE "C" CARLSBAD, CA. 92008 (760)729-8637 FAl:{760)729-8324 ---------- DE DOKKEN EN BINEERIN B 14CIO l'RAZiE ROAD SDlTI! 100 SAN DIEGO, CA 98108 (858)514-8S7'1 1---t-----t------------------+--------l NO. DATE DESCRIPTION OF REVISIONS APPROVED REVIEWED: �� SENIOR CIVIL ENGINEER DA TE 9-20-2022 Q. => LANDSCAPE PLAN ; SUPERIOR AVE PEDESTRIAN/BICYCLE BRIDGE � AND PARKING LOT L-3 f1---------------------r----------ic.': R-7008-S o1---------1 (YQ_ SHEET 42 OF 77 / CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT�-------------�-------------------�--------�--------------------------------�-�---�----------------�--�--------�------------------�-----�(J) _J _) TOL L FREE / I w / 1-800-227-2600 I I I\ P:'A. I SL 0 - G, 'O· LAIVso ~· .. 0~ ' ~ t. () lir~' . :.: m - -; ,.,., FEN IL. FL.AN I -- RECORD DRAWINGS These Record Dral.Mngs have been prepared based on information submitted, in part, by others. While this information is bel ieved to 00 reliable, City of Newport Beach is not responsible to its accuracy, nor for errors or omissions \o\lhich may have been incorporated into these plans as a result. I ,- \ 0 u E 0 l'- U) N N '--a, -::::.. a, 0 N COMPONENT SCHEDULE SYMBOL GJ ITEM 5' ROUND TREE G>RA TE 8" LIG>HTED PEDESTRIAN BOLLARD TRASH RECEPT AGLE SKATE DETERANT BIKE REPAIR STATION DRINKING> FOUNTAIN BIKE RACK MANUFACTURER/MODEL URBAN ACCESSORIES MODEL, "FAN" -5' ROUND STRESSCRETE G>ROUP -MODEL, KLCS-08-LAC-V-LED-SSL-400I-240-S35-BK-FBP GlCP CORPORATION MODEL: GlR-CA3I361'11-H32 G>RIND TO A HALT, MODEL, G>RINDER MINDER BALL-S NOT USED MOST DEPENDABLE FOUNTAINS MODEL, 185 SM ELKAY MODEL #LK4420BFIUDB l'IIITH BOTTLE STATION AND PET FOUNTAIN LANDSCAPE FORMS MODEL, "RING>" BIKE RACK MATERIAL/FINISH SCHEDULE SYMBOL Tl TLE/DESCRIPTI ON 0 PEDESTRIAN CONCRETE PAVING> "A" ® © ® © ® 6" MOl'II CURB SEE SHEET L-4 FOR CONSTRUCTION LEG>ENDS $ NOTES SEE SHEETS L-5 TO L-1 FOR CONSTRUCTION DETAILS MATERIAL/HANF. CONCRETE I'll/ SCORE LINES AS SHOl'IIN, 560-C-3250, 4" DEPTH NOT USED NOT USED NOT USED NOT USED NATURAL G>REY CONCRETE I I I I FINISH/ (SPECIAL ORDER) RECYCLED G>REY IRON LOUVER FINISH: BLACK STEM FINISH,ETCHED E-30 RECEPTACLE COLOR, P"I-ARROYO TEXTURE: T3-SFSB FIBERG>LASS LID: BLACK STAINLESS STEEL COLOR, TEXTURED PYRITE COLOR, BLACK / TEXTURED FINISH FINISH, POl'IIDER COATED COLOR: STORM CLOUD FINISH STANDARD !SREY BROOM FINISH BROOM FINISH COMMENTS I DETAILS SEE DETAIL "F" ON SHEET L-6, SEE DETAIL "G>" ON SHEET L-6 INSTALL PER MANUFACTURE RECOMMENDED DETAILS. SEE DETAIL "C" ON SHEET L-6 INSTALL PER MANUFACTURE RECOMMENDED DETAILS. SEE DETAIL "J" ON SHEET L-1 SEE DETAIL "A" ON SHEET L-5 COMMENTS I DETAILS SEE DETAIL "H" ON SHEET L-1 QTY. 38 5 12 CONSTRUCTION NOTES: I.SEE CIVIL PLANS FOR PAVING> AREA, SITE DRAINAG>E AND G>RADING>, FINISH G>RADING>, ANDSITE UTILITY LAYOUT.2.SEE ELECTRICAL PLANS FOR SLEEVES AND LIG>HT POLE LOCATIONS PRIOR TOCONSTRUCTION.3.SEE IRRIG>ATION PLANS FOR UNDER PAVING> SLEEVE LOCATIONS PRIOR TO CONSTRUCTION.4.CONTRACTOR SHALL REVIEl'II PLANS AND DETAILS TO ASCERTAIN LOCATIONS NECESSARYTO PROVIDE ELECTRICAL CONNECTIONS TO POl'IIER IRRIG>ATION, LIG>HTING>, ETC.5.CONCRETE PAVING> SHALL HAVE FINISHED G>RADES SMOOTHED TO ELIMINATE PUDDLING> ORSTANDING> l'IIATER. UNLESS NOTED, ALL FINISH SURFACES SHALL MAINTAIN A MINIMUM 1%SLOPE Al'IIAY FROM BUILDING>S AND l'IIALLS INTO DRAINAG>E STRUCTURES. CONTRACTORSHALL NOTIFY THE PROJECT MANAG>ER OF ANY CONFLICTS MAINTAINING> DRAINAG>E. 6.EXPANSION JOINTS SHALL BE AS LOCATED ON THE PLANS (UNLESS IN CONFLICT l'IIITH ENG>INEER'S RECOMMENDATIONS) AND l'IIHERE CONCRETE MEETS EXISTING> l'IIALLS, BUILDING>S,OR OTHER HARD SURFACES. EXPANSION JOINTS SHALL BE SEALED TO PREVENT MOISTURE AFTER CURING>. EXPANSION JOINTS ALONG> SIDEl'IIALKS TO BE A MAXIMUM OF 30'-0" ON CENTER. 1.CONTRACTOR SHALL PROVIDE SHOP DRAl'IIING>S FOR THE CITY'S REVIEl'II AND APPROVALFOR DETAILS AS NOTED ON THE PLANS AND SPECIFICATIONS.8.LAYOUT POINTS OF ALL RADII SHALL BE CONNECTED BY SMOOTH EVEN LINES TO CREATETHE CURVED CONFIG>URATION AS SHOl'IIN ON THE PLANS."I. THE LOCATIONS OF ALL SITE FURNITURE SHALL BE REVIEl'IIED AND CONFIRMED IN THE FIELD BY THE PROJECT MANAG>ER PRIOR TO INSTALLATION. 10.ALL HARDl'IIARE SUCH AS NAILS, SOL TS, FASTENERS, ETC. SHALL BE HOT DIPPEDG>ALVANIZED.II. CONTRACTOR SHALL CONTACT THE PROJECT MANAG>ER TO VERIFY STAKING> OF LAYOUTPRIOR TO INSTALLATION.12.ALL VERTICAL SURFACES , UNLESS NOTED OTHERl'IIISE, SHALL RECEIVE 2 COATS OFG>RAFFITI RESISTANT COATING>.13.DIMENSIONS INDICATED ON PLANS SHALL PREVAIL OVER PLAN SCALE. ALL ANG>LES AND CONNECTIONS ARE ("10) DEG>REES UNLESS NOTED OTHERl'IIISE.14.PUBLIC, STREET AND TRAFFIC SIG>NAG>E TO BE INSTALLED PER THE CIVIL PLANS.COORDINATE AND CONFIRM ALL LOCATIONS AND REVIEl'II POTENTIAL SITE FURNITURECONFLICTS l'IIITH PROJECT MANAG>ER PRIOR TO INSTALLATIONS.15.l'IIALLS THAT TERMINATE AT BUILDING> FACADES ARE APPROXIMATE. CONFLICTS l'IIITHUTILITIES TO BE REVIEl'IIED BY PROJECT MANAG>ER AND/OR LANDSCAPE ARCHITECT PRIORTO CONSTRUCTION. APPROPRIATE ADJUSTMENTS TO BE MADE IN THE FIELD. MANUFACTURER / DISTRIBUTOR INFORMATION i"IANlJFAG TlJRER. PHONE# I/IIEBSITE -LANDSCAPE FORMS ll>OO-45O-1!,2O'1 �.LANDSCAPEFORMS.COM REP, JO PHILLIPS ll>!Se-56O-IOiO �.-RANT ASSOCIATES.COM 5RANT + ASSOCIATES -URBAN ACCESSORIES 8ii-4ei-O488 �.IJRBANAc:;cESSORIES.c:;oM -STRESSCRETE 5ROUP ll>OO-ll>5i-1O24 �-5C5RP.COM -5RIND TO A HALT f>5O-5f>5-25i5 �.5RINDTOAHALT.COM -ELKA'!'eoo-4if>-41of> �.ELKAY.COM -MOST DEPENDA6LE FOUNTAINS '1O1-f,f>i-OOS'I �.MOSTDEPENDA6LE.c:;OM C-8020-6 C 0 � 0 u Q_ 0 0 N - 0, " cl <{ 0 Q_ =, w f-<{°' CJ w w°' f- f-°' 0 Q_ Q_ =, (/) z 0 F u =, (/) z 0 u ... N OJ N / ,n 0 u 0 0, C .Y L 0 Q_ (I) 0, cl L (I) > <{ L 0 1-----------------,----------------------.--------..---------------------------------..---.-------,-----------------..-----.------------r----------------------------1� DIAL BEFORE YOU DIG TOLL FREE TWO WORKING OAYS BEFORE YOU DIG 1-800-227-2600A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT ADL PLANNING ---� ASSOCIATES--�•�� DAlE: 9-20-2022 JOB NO: --------- SCALE: LAND PLANNING LANDSCAPE ARCHITECTURE DRAWN BY: CB 2979 STATE STREET SUITE "C" CARLSBAD, CA. 92008 (760)729-8637 FAl:{760)729-8324 --------- DOKKEN EN BINEERIN B 14CIO l'RAZiE ROAD SDlTI! 100 SAN DIEGO, CA 98108 (858) 514-8S7'1 1------,----+----------------+-------l NO. DATE DESCRIPTION OF REVISIONS APPROVED REVIEWED: ��SENIOR CIVIL ENGINEER DA TE 9-20-2022 LANDSCAPE LEGEND & NOTES Q_ => (/) ... N SUPERIOR AVE PEDESTRIAN/BICYCLE BRIDGE � AND PARKING LOT L-4 f1---------------------r---------1� R-7008-S o 1---------1 °' Q_ SHEET 43 OF 77 / CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT �------------�-------------------�-------�-------------------------------�-�--�----------------�--�-------�-----------------�-----�(/) [D 0 0 ~ 0 1 [2] ~ - _/ I I _/ ai~ liDll!i1lC! DE b I I I I I RECORD DRAWINGS These Record Dra¼ings have been prepared based on information submitted, in part, by others. While this information is bel ieved to be reliable, City of Newport Beach is not responsible ta its accuracy, nor for errors or omissions which may have been incorporated into these plans as a resu lt. E N N ' a, '--a, D co ,4 • 4 ••, BIKE REPAIR STATION� AND STAND � j ' . . ' ., .. / . .,' j _. 4 •. ' • 0 . '• , ... TREE V'IELL (TYP.) P.A. ' ' ' lr-l N <f. P.A. 15'-0" 1'-b" ---¥---3 I -b II -�I'-3'-'1'' " • \ t, ,,-----.7 • • V CJ <f. V B" LIG>HTED PEDESTRIAN BOLLARD (SEE SHEET L-9 FOR LAYOUT) </ / • " •I" •\" .J • " " " � I�L·_� '1· •"-p ,./' V V <f. BIKE REPAIR STATION IPER DETAIL B, THIS SHEET €;, QTY THIS SHEET, I '\ / ENLARGEMENT AREA 11 B 11 �I V --0 (J.l •·". \ I C) I •• �_J oCJ ,,,<f. A CONCRETE PAD \ BIKE RACK PER DETIAL A, THIS SHEET e, 'QTY THIS SHEET, I \ B BIGYGLE REPAIR STATION ENLARGEMENT c$ RAGK ::::.::::::.:; �.fONCRETE BASE P.A. �' �'',,,, ', ', ................... .... ........ _______ .... ', C 0 ��----._--.._ �',,,,,',,, P.A. o·2.5' 5' 10· A ENLARGEMENT AREA 11A 11 PLAZA RADIAL SGORING PLAN r-N ., .. _•._:•, I d '1 d_)111i 11�11 111=111 111=1 I 1==1,, -111== 11==11 1 '--@ --1---EQ. ��EQ. -N DETAIL CD @ BIKE RACK (SEE LEG>END) 24"X24"Xl2" GAST-IN-PLACE CONCRETE FOOTINCS 52O-C-25OO (TOP SURFACE FINISH TO MATCH ADJACENT PAVINCS.) EXPANSION JOINT FINISHED CSR.ADE COMPACTED SUBCSRADE NOTES: PRECISE LOCATION AND ORIENTATION TO BE CONFIRMED ON-SITE V'IITH CITY PROJECT MANACSER. PHOTO IMACSE PHOTO IMACSE NOTES: CONTRACTOR TO INSTALL PER MANUFACTURE RECOMMENDATIONS AND SPECIFICATIONS. 0," cl <{0 Q_ =, wf-<{°' CJ ww °' f-f-°'0Q_Q_=, (/) z 0 F u =, (/) z0u st N OJ N "' 0 u 0 0, C .Y L 0 Q_ SEE SHEET L-4 FOR CONSTRUCTION LECSENDS $ NOTES SEE SHEETS L-5 TO L-1 FOR CONSTRUCTION DETAILS @ BIKE REPAIR STATION (I) 0, cl L m BIKE RACK N.T.S. N.T.S. (I) > <{C-8020-6 L 0 L-----------------.--------------------.----------,---------------------------------7,7---7-----------------r--TiiiwWEii:-----7,------------------------,�REVIEWED: � DIAL BEFORE YOU DIG ADL DAlE: 9-20-2022 LANDSCAPE SCORING PLAN ;��� SUPERIOR AVE PEDESTRIAN/BICYCLE BRIDGE � TWO WORKING SCALE: �N RCE 63670 AND PARKING LOT L-5 � PLANNING ----!. ASSOCIATES--�-� JOB NO: DOKKEN OAYYOSUBE0F1GORE L A N D P L A N N I N G E N B I N E E R I N B SENIOR CIVIL ENGINEER 1-------------------,----------1 wLANDSCAPE ARCHITECTURE DRAWN BY: CB R 7008 S � TOLL FREE 2979 STATE STREET SUITE "C" ----------::;!:.' ... :,. ("8) 51<-8''1'1 DATE 9-20-2022 CITY OF NEWPORT BEACH 1-----------, �L __ �u:N:o{�R=��:i:uL�:::o_:si:::��;=[E:_B=:AYL:ER�T---J_-c_A_R_L_s_a_A _o._c_A._9_2 __ oo_a_'-_D_•_o'-)_'="=-="='-'_-_-_"='='D=•-_'P=•=•-='="=•J_ __ _:= ___ _J_ ________________________________ _J��N-O::_·����-D::_:A-TE::.-._-_-;_:o-;E-S:..::C-:..::R-IP�-T.:.::1o;N�O�F�R-;_E-v:.:.::1-s:.:.::1o;N-S=----_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-t-L-A_P�P-R_o�VE �D1-_______ __j _____ P_U_B_L_IC_W_O_R _K_S_D_E_P_A_R_T_M_E _N_T ___ _,__sH_EE_T_4_4 __ oF_7_7__,;; • • / .J •. • • • • < J .. •. • • • • • .• I / J . • ,. •· '• • J • ·/4, J ~l<fi J • • ·• J ; ,. • J, J • ; • • .J • • • . ' • •. ·• . ; . ' • ; •• • j • J. • . ... / ./ J ~. • J J • •. • • ., ; :.:,i. 4 • ; ; • • , ; • • •. ·• " ' ~ J ~ • ' • J .. ,. • ~ ;,, . • J • .J / ~RAISED PLANTER . 4 • ., J• ~SEATV'IALL ' • J • • ,J . ~ • • • • ~ ·~ .. J • J • • • LIGHTED BOLLARD • • • ' 0 • J • ~ro-4 .J • • • 01--------- l .' = + I I _.________,-,--'I 1-800-227-2600 ~;::::::='\ ITT DE • ' ' ' ' ' ' ' ' ' ' ' P.A. • ' ' ' ' ' ' ' ' ' ' ' ' • ' ' ' ' ' ' ' ' ' ' ' ' • ' ' ' ' ' ' ' ' ' • ' ' ' ' ' ' ' ' ' • / ' ' ' ' ' \\0 '1,: ' ' ' ' ' ' ' •• ' ' ' ' ' ' i~cll;ld ON ' ' ' ' V • V \ ,v V RECORD DRAWINGS These Record Drawi ngs have been prepared based on information submitted, in part, by others. While this information is believed to be rel iable, City of Newport Beach is not responsible to its accuracy, nor for errors or omissions \-vhich may have been incorporated into these plans as a resu lt. • q = = J E CL ~ 0 N R=b' I '-6" 1% • . • • .. •• rn � 1-,.,----,-_. �,........,.,...� ... ·-.. · ... ,, .• ·, . . : � . : . :·. -· . : .• ELEVATION NOTES: I.COORDINATE PLANTER DRAINA6E Y'!ITH 6ENERAL C.ONTRAC. TOR. 2.PROVIDE CITY APPROVED Y'!ATER PROOFIN6. 9.COORDINATE SKATE DETERRENT LOCATIONS Y'!ITH PROJEC. T MANA6ER. 4.6ONTRA6TOR TO PROVIDE TILE AND GROUT SAt1PLES AND t1OGK UP TO PROJEGT MANAGER FOR Tl IEIRAPPRO'./AL. CD POURED IN PLACE CONCRETE SEAT Y'!ALL 56O-C.-925O jl\j/ 2 COATS OF CITY APPROVED ANIT-GRAFFITI PROTECTION. @ POURED IN PLACE CONCRETE FOOTING 52O-C.-25OO ®#4 REBAR, APPROX. 12" O.C.. BOTH Y'!AYS.MIN. OF 2" FROM OUTER ED6E OF Y'!ALL. @ COMPACTED SUB6RADE ®CRUSHED MISCELLANEOUS BASE @ FINISHED GRADE 1 2 '-0" SECTION G)EXPANSION JOINT®SMOOTH TROY'!EL FINISH ON TOP AND SIDES ABOVE SC.ORE LINE. ®HEAVY SAND BLAST FINISH @ 1/4" SAY'! CUT SC.ORE LINE ®SKATE-STOPPER REQUIRED ON SIDE OF SEAT Y'!ALL FAC.IN6 PAVED AREA 0 (QTY, 12, EVENLY SPACED AROUND PLANTER)@ 9" HALL FACE OFFSET (@ PLANTER �CD �-----, I I -OJ I NOT USED C 0 -0 Q SEE MATERIALS/FINSIH SCHEDULE SHEET L-4 �--------------------------------------------------=l..2.J=�------------------t----------------------------------------------------------------i!© RAISED SEAT J/'lALL PLANTER NOTES, SC.ORE JOINT " RADIUS (TYP.)t4EOU SE 3 COMPACTED SUB6RADE @) CONCRETE -SEE PLAN AND FINISH SCHEDULE FOR COLOR AND FINISH 1 I" 1/8" J----c-H' SAJ/'11 C.UT JO I NT CD 1/8" Y'!IDE, I" DEEP, SAY'! CUT JOINT @ CONCRETE -SEE PLAN AND FINISH SCHEDULE FOR COLOR AND FINISH@) COMPACTED SUB6RADE I.EXPANSION JOINTS TO ARE ONLY BE UTILIZED PER THE DIRECTION OF THE PROJECT MANAGER. 2.ALL FLATHORK TO BE A MINIMUM OF 4" IN DEPTH 9.INSTALL #4 REBAR 18" O.C. EACH DIRECTION PER FINAL SOILS REPORT. 4.THICKEN ALL ED6ES ADJACENT TO LANDSCAPE AREAS PER FINAL SOILS REPORT. N.T.S. PLAN 1/b" THICK SUPPORT RIB 5/b" THICK 50LID 6RA TIN6 NOTES: SEC.TION A-A' CENTER OPENIN6 EXPANSION LINES TYP. OPENIN6 S/4' THICK 1/b" O.C.� 11,/ AT ED6E �v:0: v:012 ·0· 0.-�{,._ TYP. 5/lf>' OPENIN6S � AT BOTTOM OF 6RATE SEC.TION B-B' I.COORDINATE INSTALLATION OF FRAME Y'!ITH PAVIN6 CONTRACTOR. 2.INSTALL PER MANUFACTURES RECOMMENDATIONS. S/4' THICK AT SLl'PORT RIB LOCATIONS N.T.S. ;:; PHOTO IMAGE en °<vwf<{ D[1_::, wf<{ (]'(5 ww(]'f- f-0'0[1_ [1_ ::,IJlz0Fu::,(]'flJ)z0u /"'Du D,-----------------------------,"'/ SEE SHEET L-4 FOR CONSTRUCTION LEGENDS $ NOTES SEE SHEETS L-5 TO L-1 FOR CONSTRUCTION DETAILS en C ,,L L 0 [1_ (I) en v·c: (Il (I) > @ CONCRETE JOINTS N.T.S. ® TREE GRATE (5' ROUND) N.T.S. C-8020-6 i1...:=------------�-------------------.--------.----------...l...---------------------r-:-,,;:--r------r-:-:-::-:::-:-:::-:--:------------,--Tiii'iiii'iM"ii'.-----�----------------------------i:i;_� REVIEWED: ::i DIAL BEFORE YOU DIG TWO WORKING DAYS BEFORE YOU DIG ADL PLANNING ======-!: ASSOCIATES __ ---._,. .. DA1£, 9-20-2022 JOB NO: 1 10-18-22 ADDENDUM 1 LANDSCAPE DETAILS � ��• LAW•o� ',, SLJPERIQR AVE PEDESTRIAN/BICYCLE BRIDGE � DOKKEN ��������� SCALE: L A N D P L A N N I N G ---------SENIOR CIVIL ENGINEER LANDSCAPE ARCHITECTURE DRAWN BY: CB ENO I NEE R I N 13 TOLL FREE 2979 STATE STREET SUITE .. c .. ---------DATE 9-20-2022 c1Tv oF NEWPORT BEACH 1--_R_-_1_o_o_a_-s_..., � [1_ A PUBLIC SERVICE BY c AR Ls BAD, CA. g 2 o o a (760)729-8637 FH:(760)729-8324 1---f------+-----------------t---45 77 /UNDERGROUND SERVICE ALERT APPROVED PUBLIC WORKS DEPARTMENT SHEET OF 1450 l"RlZD ROAD """' 100 SAN DIEGO, CA 92108 (M8) 514--8377 L ___________ -1_ _________________ ---1.. ______ ---1 _____________________________ ..l..,__L_ __ ...,L ______________ ---1... __ ...J..._ _______ 1...-_______________ ___., _____ �0 NO. DATE DESCRIPTION OF REVISIONS 10, , ,------@) ' . -, . · .... _,.· ,· ...... (C r h------:-'h-----.---;::=l--------/ 2 .,_ ,.-.,_ . ~'-:c='-----:-'-:---,::~~::::1t--l 9 CD 112 @ t115GELL~, ~\-IDSC-1 lt.J i,... ~ () .... • :c V) ~ - 1-800-227-2600 ---, c.:, '.::s-:-=:::-:~, ,,., ~LIF - -st- I l _J U) DE RECORD DRAWINGS These Record DraV'...ings have been prepared ba~d on i~ormation submitted, _in part, by others While this information is believed to be reliable, City of Newport Beach_ IS not respo~sible to its accureicy, nor for errors or omissions \I\Klich may have been incorporated into these plans as a result. 0----1;3r-----f,IYl"/21/ft3q--__,PJ .. " " ii Iii u " u \I u N ~~ AND PARKING LOT L-6 G L---------------r----,~ 6'--0' 1'-6' Q)DRINKING FOUNTAIN SECTION ' '' ' NOT USED 1.PEDESTAL DRINKING FOUNTAJN -REFERTO CONSTRUCTION LEGEND FORCOLOR AND FINISH2.CONCRETE PAD TO MATCH ADJACENTPAVING3.AJNCHOR BOLT PER MANUFACTURER'SSPECIFICATIONS4.FINISH GRADE5.SUPPLY LINE -REFER TO CMLENGINEER'S PLAJNS6.WASTE LINE TO DRY SUMP7.CONCRETE FOOTING8.COMPACTIED SUBGRADE PERGEOTIECHNICAL REPORT 9.EXPANSION JOINT -REFER TO DETAJL C,SHEETL1.0810 LINE SIZE SHUT OFFGATIE V/\LVE 11.6" DIA ROUND AJMATEK GREEN V/\LVEBOX 12, 2' DIAXS' DEEP¾' CONDENSED GRAVEL SUMP -WP.Af' GRAVEL IN FlLTIER CLOTl-1 4 ,, -, N.T.S. " MSE !:j61:[ 021-.d�.::,., ,. .. �,,,.._ K �\ � ,,I 6 - ---=ig ==, 1111 11 I ,ill,, ,_11 111 1111 I I. I IW'@) CD CONCRETE MOIi, CURB (3250 PSI NATURAL GREY CONCRETE V,ITH SMOOTH TROll',EL FINISH). @ #3 REBAR PLACE IN BOTTOM 1/3 Of CURB, OVERLAP BARS 8" @ SPLICES 4 TIES.@ 1/2" RADII (TYPICAL) @) FINISH GRADE, I" IN TURF AREA 4 2" IN SHRUB AREA. @ COMPACTED SUBGRADE NOTE, CONTROL JOINTS AT 15' O.C., EXf'. JOINTS AT 80' O.C. CONCRETE HEADER N.T.S. ------------ PLAN ------------- ,, ------ y 4 -------- I I I , I I I I I I ------o::::=--/1----'-----------<)-� 7 0 CJ ' / / I ,_ 4 y 4 N.T.S. 8!'Ec;IFICA"IION5' --GRC(J!> CArAlllllU: NO.: Mal. l(].CS,,,OA,1'-\L-.le(SSl.)3500 �.a_ S'r'STEM: !ES CLASS: -XPE-8E4 P2 -4-lfi' 8(l) MOUN]NOL(/J\,RE AOR'ruC OWi! Tll'EV A 6' 42' WATTAC!a, 12W l'LlL 81))( ----.._ / ,.. ... q PER S1D 204-U GftT S(l.J<� U"NE \!Cl.T AOE: Fll'ISH: �;!IIT L(:,JY,IES: TOP 1121; )f9(/i."/m," OPTIONIB: LEO 240V (Ml'.. ]-TAP) Ero;EO B� 8" , Ill lBS. l:IJ<:I( OISCONl£Cll 111 f'OR W1NN� DIA\ifi.AM SEE SCORE u� iTRESSOl'iETE G�OOP ORA\\ING 2099GJO, I ffl � .. .'•.' COJCRETE SILHOOETTE C-'I' S!E ICN CS-0001 f'CR fflESSCl!ET£ S!E ICN CS-0008 FOR KING U,S, LO'J\'RES CAS'T ALUMINUMPAIHT: 8LAQ( (4) li' RICHMOND ll<!ERTS014 A 4 111(," 8,C.D. El<1EHD CONDUIT &" ABC\£ Q;OJT Q;OJT ro EXIDlD 2'' /'BO\£ ORADE &8E •• I.IN, ON ltOH 9[:£ OF FllffiJ'£ Sl..!:l'EO ro !HO WA"JER ).i' , 10" MY;., BOLTS OR ST-"NLESS S1EE.. EX1Irn J Y," A8Clf: F'ilJNOATICNVl1H )f MN, QR('IJT Af!O\E. ·1 SIDE VIEW V -., -., • • y y • • • • • X 0 DJ __J __J =i 0... <J '--�-��./ 4· I q e' � ___ j ___ _ �i '. ' j ' • 4��6-· ..._ ___ ...__ __ __L TOP VIEW S'rl,1BOL 0 Lfl) !OUAl!O mt:, OCILOR 'l'EMPERATIJRE, OiS1111.1UTI1lH, flNISH, llftll'E OORRENT, mo ANISH s.XIFME WATTAIE \\ILL BE OE1ERNINED ev 1HE CITY ON A CASE-BT-CASE BASIS. i• NJN.T'r'P. GAL VAl'I ZED SlEEL NUT I GENERAL NOTES 1, THE AREA AIIOUNO AU. BCUAllOS SHAU. 8E rOIIMED AND POLil!ED Vl'IH GR0l/T TO EX'l'ENO e• llN EACH SllE ANO BAOK GROOT C1lHSIS1S OF 2 PARTS SAfll 1 PART �ENT. � EACH BCllAlill SlALL HAVE AN ;JlJACENT PULL BOX SEE STll 204, 3, FUSE �OLDER SHALL BE LOCATED IN PULL eox SEE STll m. *• ALL TH�,'DEO OONNEOTIOOS SHALL HAYE i'RE-APPRllVEO ANTI-SEJZE CDMPOONO, 5-SEE POLf Lf'IEI.ING COAlL OALVAH2EDnEL NUTF'OJNDATICN -a;--,----;- 3 )!' u I I I --:./:.,; ,..:...60U.A1'0 .. , .. � · .... �NlEO FLH-KlE . .. •' GALV.<NIZEO e, Fell POLE \\IRINQ SEE STD 205, iNS'TAll. ;J;TI-SEIZE ANOH<P 80LT7, BOLLARDS SHAU. l-lAVE ONE CENlRAL PHOTO C8.L IMTH LOCATION .liPPfl:OVID BY UTIUTES CE:PARThE�T. CO�POU ND TO 1HREADS a POLE �U�BERINO !!,AU. !E 1' 81.ACK ViNi1. S£Lf"-AllHESIYE �UMBERS ON 1' > 6' REFLECTIVE 8AOKINOINSTALLfl) tl A VEl!TICAL ORIENTATION, LEVELING DETAIL NO. DATE DESCJl:wrtCf! OF REVCSIOf'IS CITY OF NEWPORT BEACH DEPARTMENT OF PUBLIC WORKS ST.ANOAAC DRAWING NO. BOLLARD LIGHTING STAN OARD 208 511�10!" 1 C0 00 >--------------------------------------------1E CD LIGHTED PEDESTRIAN BOLLARDS N.T.S. SEE SHEET L-4 FOR CONSTRUCTION LE6ENDS II NOTE S SEE SHEETS L-5 TO L-1 FOR CONSTRUCTION DETAILS C-8020-6 Q_ - N 0," cl <(0Q_=, wf--<( 0:: w w 0::f-f---0::0Q_ Q_=, (/] z0 f--u=, (/] z0 u stNOJ-N /"' 0u0 j0,C _,L L 0Q_ (I) 0,cl L m (I) ><(L0f-------------------.-------------------------.-----------.---------------------------------------.----.-----,---------------------,-----,----------.--------------------------------1� DIAL BEFOREYOU DIG TWO WORKING OAYS BEFORE YOU DIG A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT ADL PLANNING ---� ASSOCIATES--�-� LAND PLANNING DAlEc 9-20-2022 JOB NO: SCALE: LANDSCAPE ARCHITECTURE DRAWN BY: CB 2979 STATE STREET SUITE "C" CARLSBAD, CA. 92008 (760)729-8637 FAl:{760)729-8J24 ----------- DE 14CIO l'RAZiE ROADSDl'l'I! 100 DOKKEN EN BINEERIN B SAN DIEGO, CA 98108 (858)514-8S7'1 f---+-----1-----------------------+-----I NO. DATE DESCRIPTION OF REVISIONS APPROVED REVIEWED: �� SENIOR CIVIL ENGINEER DA TE 9-20-2022 CONSTRUCTION DETAILS Q_=> (/] stNSUPERIOR AVE PEDESTRIAN/BICYCLE BRIDGE � /AND PARKING LOT L-7 � f------------------------,---------lw CITY OF NEWPORT BEACH SHEET 46 OF 77 R-7008-S of----------1 0::Q_ / PUBLIC WORKS DEPARTMENT �---------------�-----------------------�--------�--------------------------------------�-�----�-------------------�--�----------�---------------------�------�(/] □ A. TOLL FREE 1-800-227-2600 NOTES: FOUNTAIN SHAJ..L COMPLY WITH PDA REQUIREMENTS INSTALL 'P" TRAP ON WASTE LINE AS REQUIRED PER CODE ALL DRINKING FOUNTAINS SHALL HAVE A SHUT OFF VALVE, AS SHOWN, WHERE THE DRINKING FOUNTAIN LINE CONNECTS TO THE MAIN DISTRIBUTION LINE Fodure, bubble! and spout clearance to comply with CBC 1117B items 4 and 5. 'O· LAIVso ~· .. 0~ ' ~ t. () lir~' . :.: m -..., ,.,., 0 1 ------------ 0 BOLLARD LIGoHTS y (TYP) 4 ea. -11-1 11 J l • ' ' ' ' ' Jll' l '"'· --- OI\Awtl! t:IAT~ ---·---. -----I 5 \)I ,. 9,, PA PLAZA '7 1 4 y I I •• . ' ----r-:------j -. .., ' . ' ,, . •• • ' t ' I • • • ' -I ., ... ., • • • , . _, • • • • .. • • • .. . . Ii' INSERT ' • ·,. ' • ·.• I • •. . ' 2e•-__ ......., I' ' • , I ; •••. I ... ~,'. ;;! 18" ~IN. ~.;i • .a ,, . . .. . .. . -· ., , ' ... EXTEtlC CONDUIT TO PUU. ~ 18' DIA. BOX 1' PVC SCH -40 OROJLAA .. ' . •- " ' • Q/,J. V, SlEEI. WASt-ERS ' . . ' ' ' •• , '. • ' .. . . ' I ' > I ,i • I ; I I • f • I\ ... ~ N. !!LIA! 11/:!/2020 .. ' ' I .. ' ' f , ' .. , ... 11/24 OZQ "'" om ·, I I J I f, • ~-. I • I , , -~ --· • RECORD DRAWINGS These Record Dravvings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable , City of Newport Beach is not responsible to its accuracy, nor for errors or omissions 'Nhich may have been incorporated into these plans as a result. .. • • • • ' ' •. -. : 0 N N ' a, '--a, D NOTES: I.PLANS ARE DIAGRAMMATIC. AND APPROXIMATE. ALL PIPING, VALVEBOXES, BAC.KFLOJ/11 PREVENTERS, ETC.., SHALL BE LOCATED IN LANDSCAPEAREAS. NO IRRIGATION EQUIPMENT SHALL BE LOCATED IN, OR UNDER THEHARDSC.APE UNLESS J/IIITHIN A SLEEVE. GROUP VALVE BOXES AND LOCATEIN SHRUB AREAS J/IIHENEVER POSSIBLE.2.ALL END-RUNS SHALL BE 9/4" PVC. SC.H 40 PIPE UNLESS STATED OTHERJ/IIISE.9.C.ONTRAC.TOR TO COORDINATE PRECISE IRRIGATION CONTROLLERLOCATION J/IIITH LANDSCAPE ARC.HITEC.T, CITY ENGINEER OR HISREPRESENTATIVE.4.C.ONTRAC.TOR TO VERIFY DEPTH 4 LOCATION OF EXISTING J/IIATER, SEJ/IIER 4ANY OTHER UTILITY LINES THAT MAY BE ON SITE PRIOR TO TRENCHING ORINSTALLING IRRIGATION.5.C.ONTRAC.TOR TO OBTAIN FIELD VERIFICATION FROM PROJECT MANAGERFOR VALVE BOXES LOCATION.6.C.ONTRAC.TOR TO OBTAIN FIELD VERIFICATION FROM PROJECT MANAGER,OF ALL TREE LOCATIONS , PRIOR TO INSTALLATION OF BUBBLERS1.ALL IRRIGATION VALVES "A" ARE TO BE C.ONNEC.TED TO IRRIGATION CONTROLLER "A"8.C.HEC.K VALVES SHALL BE INSTALLED AS REQUIRED TO PREVENT ALL LOJ/11HEAD DRAINAGE. �-r-,,.Q SUNSET RIDGE PARK 0 -------/ " A-95 I" 6 STAIRS (SEE STRUC. TURE PLANS) BRIDGE � (SEE STRUCTURE PLANS /� REMOTE CONTROL VAL VE CALLOUT STATION-� NUMBER �-AREA OF POTENTIAL IMPACT TO EXISTING LANDSCAPE. ANY AND ALL DISTURBED IRRIGATION SHALL BE �----: REPLACED IN-KIND. VALVE SIZE-� VALVE SEE SHEET L-10 FOR IRRIGATION LEGENDS 4 NOTES SEE SHEETS L-11 4 L-12 FOR IRRIGATION DETAILS DISCHARGE (GPM) -� DIAL BEFORE YOU DIG TWO WORKING DAYS BEFORE YOU DIG A PUBLIC SER\1CE BY UNDERGROUND SER\1CE ALERT ADL PLANNING ----!o ASSOCIATES ====Eat DATE, 9-20-2022 JOB NO: ---------- SCALE: LAND PLANNING LANDSCAPE ARCHITECTURE DRAWN BY: CB 2979 STATE STREET SUITE "C" CARLSBAD, CA. 92008 (760)729-8637 FAX:(760)729-!324 ---------- DE 1460 PBZlll!l BOAD S1Jffll 100 DOKKEN EN GINEERIN G SAN DIEGO, CA 92108 (868) 514-BSTP A-96 11/2' IGf I I I I A-28 I" 19 EXISTING SIDEJ/IIALK EXISTING CURB I" 9 I" 6 A-21 )A-1•1 O' 10' 20' 40' SC.ALE, 1"=20'-0" I 1/ y ; A-25 I" 15 2 6-26-23 WALL LAYOUT REVISED -PLANTING & IRRIGATION A-91 11/2' 18 1---1--------11------------------t----------, NO. DATE DESCRIPTION OF REVISIONS APPROVED REVIEWED: �� SENIOR CIVIL ENGINEER DATE 9-20-2022 I I IRRIGATION PLANS C-8020-6 SUPERIOR AVE PEDESTRIAN/BICYCLE BRIDGE AND PARKING LOT L-8 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-7008-S SHEET 47 OF 77 x-x TOLL FREE 1-800-227-2600 9/4" RECORD DRAWINGS These Record Dra'Mngs have been prepared based on information submitted, in part, by others. While this information is bel ieved to be reliable, City of Newport Beach is not responsible to its accuracy, nor for errors or omissions vvhich may have been incorporated into these plans as a result I SUPERIOR AVE C, I SUPERIOR AVE. ' 3 V I I I l'2 A-I A-2 I" 191/2' 29 I I I I I I I I I I I I I I I I I I I i 1 1 I I i_ll kHJ_I II I I I ii I I I I ,'ft IIii\ . • I 11 111� I I I I_·. I I 11· I· :1� _1111111111 / A-II I" 14 • I 1/4" I IH"---1 A-I2 I I" 5 CURB (lYP) s 2" /--<"'�///' ' //,.-,-:-:· s SL / / ' '!.\�: ' �� "7'-"".�' '<',.Ac • � � • : � A-I9 I" 8 I" 15 O' 10' 20'40' SEE SHEET L-I0 FOR IRRl<SATION LE<SENDS 4 NOTES SEE SHEETS L-II 4 L-I2 FOR IRRl<SATION DETAILS SCALE, 1"=20'-0" DIAL BEFORE YOU DIG TWO WORKING DAYS BEFORE YOU DIG A PUBLIC SER\1CE BY UNDERGROUND SER\1CE ALERT ADL PLANNING ----!o ASSOCIATES ====Eat DATE, 9-20-2022 JOB NO: ---------- SCALE: LAND PLANNING LANDSCAPE ARCHITECTURE DRAWN BY: CB 2979 STATE STREET SUITE "C" CARLSBAD, CA. 92008 (760)729-8637 FAX:(760)729-!324 ---------- SL A-I5 I" 16 18 ----....______ l'2 18 9/4" A-I0 I" 5 -.............. 9/4" NEV'! CABLE RAILIN<S FENCE PER CIVIL PLANS / s • SL -.,;-· 2 l/2" HAINLINE __ @M __ _ 20 9/4" 9/4" -::.\\_,, \...-\ 1 -- 18 10 -.I DE 1460 PBZlll!l BOAD S1Jffll 100 DOKKEN EN GINEERIN G SAN DIEGO, CA 92108 (868) 514-BSTP 9/4" EXISTIN<S CURB EXISTIN<S SIDEV'IALK 18 " , EXISTIN<S METER SERVIN<S SUNSET VIEV'I PARK / EXISTINIS METER FOR PROJECT P.O.C. ,,.0 \ � ;p</ � � EXISTIN<S SUNSET VIEV'I 't\ PARK BACKFLOV'I, MASTER VALVE 4 FLOV'I SENSOR. s1.. -(PROTECT IN PLACE) I / , PROJECT P.O.C. COMPONENTS (SEE NOTE, THIS SHEET.) POINT OF CONNECTION: I.THE IRRl<SATION SYSTEM FOR THIS PROJECT HASBEEN DESl<SNED TO UTILIZE THE EXISTIN<S �TERSOURCE CURRENTLY SERVIN<S THE ON-SITELANDSCAPE. ALL EXISTIN<S PIPIN<S ANDAPPURTENANCES DOV'INSTREAM OF THE EXISTIN<SV'IATER METER SHALL BE REPLACED. 2.THE NEV'! IRRl<SATION P.O.C. SHALL BE A TIE-IN TOTHE EXISTIN<S MAINLINE AT THE EXISTIN<S V'IATER METER (LOCATED ALON<S THE SUNSET VIEV'I PARK DRIVEV'IAY) 9.THE LANDSCAPE CONTRACTOR SHALL CONFIRMPRECISE TIE-IN LOCATION, LINE SIZE, STATICPRESSURE, MAIN SHUT-OFF AND EXISTIN<S METERLOCATION V'IITH THE CllY PROJECT MANA<SERPRIOR TO ANY AND ALL IRRl<SATION V'IORK. 4.AT POINT OF CONNECTION LOCATION (PER NOTE 2 ABOVE), CONTRACTOR SHALL INSTALL:EXISTIN<S STAIRS 4 V'IALKV'IAY -2" BACKFLOV'I PREVENT OR2" PRESSURE RE<SULATOR I" I ------ -------1.5" MASTER VALVE -I" FLOV'I SENSOR V'IITH SHUT OFF DEVICE 5.ADDITIONAL DESl<SN DATA AND ASSUMPTIONS, TOBE CONFIRMED BY CONTRACTOR,-MAX. V'IATER DEMAND, 26 cSPM-ELEVATION AT P.O.C, +/-61.5' PROPERlY LINE -STATIC V'IATER PRESSURE, +/-"fl PSINS TV F -MINIMUM OPERATIONAL PSI, 84-RESIDUAL PSI: 22 PSI CONTROLLER NOTES: A.THE EXISTIN<S CONTROLLER SERVICIN<S SUNSET VIEV'I PARK SHALL BE------+-----REPLACED V'IITH A NEV'! CONTROLLER TO SERVICE BOTH THE EXISTIN<S-----CONTRACTOR TO VERIFY--t----�----SUNSET VIEV'I PARK AND THE NEV'! IRRl<SATION FOR THIS PROJECT. FINAL APPROVED LAYOUT OF MOV'I CURB --- B.NEV'! CONTROLLER, 64 STATIONS RAINMASTER DX9, V'IITH FLOV'I SENSOR,RAIN SENSOR, PRO MAX REMOTE, CELLULAR AND ANTENNA. ---C.CONTRACTOR TO REPLACE EXISTIN<S CONTROLLER AND ENCLOSURE IN THESAME LOCATION. NEV'! CONTROLLER SHALL UTILIZE EXISTIN<S I20V ELECTRICAND TELEPHONE/COMMUNICATION SERVICES. OFF-SITE CONTROL VALVES THESE TV'IO (2) VALVES ARE TO REPLACE THE VALVES USE BY THE HOA<S HOSPITAL AND NEED TO BE CONNECTED THE EXISTIN<S ) IRRl<SATION SYSTEM. LANDSCAPE CONTRACTOR TO COORDINATE V'IITH HOA<S HOSPITAL MAINTENANCE FOR PRECISE LOCATION OF THE VALVES AND V'IHAT EXISTIN<S IRRl<SATION CONTROL STATION TO CONNECT TO.7 REMOTE CONTROL VAL VE CALLOUT STATION NUMBER x-x X" xx , , VALVE SIZE VALVE DISCHAR<SE (6PM) 3 6-26-23 IRRIGATION AND BASIN TREE SIZE T D.CONTROLLER SET UP AND PRO<SRAMMIN<S TO BE COMPLETED V'IITH CITYSTAFF TO ASSURE CONTINUED FUNCTION OF EXISTIN<S SUNSET VIEV'I PARKIRRl<SATION. CONTRACTOR TO ADJUST AND REPLACE IN KIND ANY PLANTIN5 AND IRRl<SATION DISTURBED DURING> CONSTRUCTION. FOR EXISTIN<S IRRl<SATION INFO SEE SUNSET VIEV'I PARK PLANS. DRAl"IIN<S NO. P-522"!-S, NOTES: I.PLANS ARE DIA<SRAMMATIC AND APPROXIMATE. ALL PIPIN<S, VALVEBOXES, BACKFLOV'I PREVENTERS, ETC., SHALL BE LOCATED IN LANDSCAPEAREAS. NO IRRl<SATION EQUIPMENT SHALL BE LOCATED IN, OR UNDER THEHAR.DSC.APE UNLESS V'IITHIN A SLEEVE. cSROUP VALVE BOXES AND LOCATEIN SHRUB AREAS V'IHENEVER POSSIBLE. 2.ALL END-RUNS SHALL BE 9/4" PVC SCH 40 PIPE UNLESS STATED OTHERV'IISE.9.CONTRACTOR TO COORDINATE PRECISE IRRl<SATION CONTROLLERLOCATION V'IITH LANDSCAPE ARCHITECT, CITY EN<SINEER OR HISREPRESENTATIVE.4.CONTRACTOR TO VERIFY DEPTH 4 LOCATION OF EXISTIN<S �TER, SEV'IER 4ANY OTHER UTILllY LINES THAT MAY BE ON SITE PRIOR TO TRENCHIN<S ORINSTALLIN<S IRRl<SATION.5.CONTRACTOR TO OBTAIN FIELD VERIFICATION FROM PROJECT MANA<SERFOR VALVE BOXES LOCATION.6.CONTRACTOR TO OBTAIN FIELD VERIFICATION FROM PROJECT MANA<SER,OF ALL TREE LOCATIONS , PRIOR TO INSTALLATION OF BUBBLERS1.ALL IRRl<SATION VALVES "A" ARE TO BE CONNECTED TO IRRl<SATIONCONTROLLER "A"8. CHECK VALVES SHALL BE INSTALLED AS REQUIRED TO PREVENT ALL LOV'IHEAD DRAINA<SE. C-8020-6 REVIEWED: IRRIGATION PLANS �� SUPERIOR AVE PEDESTRIAN/BICYCLE BRIDGE AND PARKING LOT L-9 SENIOR CIVIL ENGINEER DATE 9-20-2022 CITY OF NEWPORT BEACH R-7008-S NO. DATE DESCRIPTION OF REVISIONS APPROVED PUBLIC WORKS DEPARTMENT SHEET 48 OF 77 -ffi y • TOLL FREE -800-227-2600 I Q \ c-JL' ""-"-... , -~. ~'--: :--._. ~ ~ A-4 I" 19 ' '/ I I I 1/4" - s A-5 I" 8 A-6 I" "I A-1 I" 15 D D 18 20 I" D .... (.,I A-"I I" 14 1/ ' RECORD f~e~!~~~rmation submitted, in part, by These Record Dravvings h~ve_been_ prepa re e reliable, City of Newport Beach_ is not others W hile this information is believed to b missions v-.itiich may have been incorporated .bl to ·,ts accuracy nor for errors or o respons1 e ' into these plans as a result. j !J 3 IRRIGATION EQUIPMENT LEGEND SYHBOL 0 [ill [g ------ NO SYMBOL NO SYMBOL ® EQUIPHENT EXISTIN6 IRRl5ATION V'lATER METER BAGKFLOV'l PREVENTER ASSEMBLY PRESSURE RE6ULATOR FLOV'l SENSOR MASTER C,ONTROL VALVE BALL VALVE (LINE SIZE) HANUFAC TURER /HODEL# FEBGO / 825Y RP V'llLKINS / 500-HLR SERIES RAIN MASTER / EVFM 6RISV'lOLD / 2000k MATGO I 154 SERIES FULL PORT BALL VALVE _V V NOTES SIZE PER PLAN SIZE PER FLAN SIZE PER PLAN SIZE PER FLAN SIZE TO MATGH IRRl5ATION MAINLINE AT LOGATION OF BALL VALVE. QUIGK GOUFLER VALVE N.,---.;' RAIN BIRD / 1144 QUIGK GOUPLER ' __ / -1 \ > VALVE V'llTH VINYL GOVER_ . �_, REMOTE WNTROL VAL VE / I \ - \ �IS�ALD / DV'lS-XXX '---,) RAINBIRD / "XGZ" SERIES �RI� C,O� . -v � Q_RIP zo� KIT -. . . .t:>"1-STATION IRRl5ATION GONTROLLt:R n1TH TORO DXI / -�FLOV'l, GELLULAR 4 ANTENNA IN A SITEONE 5A1-RM6-64/DXIGA/6R-K TOP OPENIN6 STAINLESS ENGLOSURE. A PVC, V'lATER LATERAL LINE -POTABLE PVC, V'lATER MAINLINES -POTABLE PVC, PIPE 5LEEVIN5 5FRIN5 TYPE IN-LINE GHEGK VALVE VALVE BOX DRIP TUBIN6 (.6 6PH EMITTERS 12" ON GENTER. TUBIN5 ROV'lS TO BE MAX 16" APART IN PLANTIN5 AREAS) END GAP OF DRIP DISGHAR6E HEADER AIR / VAGUUM RELIEF VAL VE OPERATIN6 INDIGATOR SET PACIFIC, PLASTIC,5 FAGIFIC, FLASTIC,5 PACIFIC, PLASTIC,5 SPEARS MF6. / 51580 RAINBIRD RAINBIRD / XFS-06-I2 RAINBIRD / MDGFGAF RAINBIRD / ARV050 HUNTER / EGO-ID BRIDGE ABUTMENT RESTORATION AREA AREA Of POTENTIAL IMPACT TO EXISTING IRRIGATION. SIZE PER PLAN I" : XGZ-I00-PRF \ I 1/2" : XGZ-I50-LGS j , . C,O,�IKAGlOR TO C,ONTAGT SC,OTT r,..fLt: AT RAINMASTER ('14'1)212-8019 PRIOR TOORDERIN6. GONl'RAGTOR TO GONTAGT SGOTT F-.l'LE AT RAINMASTER (c:\4'1)2I2-80I9 PRIOR TOORDERIN6. PVC, GLASS 915 (2" 4 6REATER) �H. 40 (1-1/2" 4 SMALLER) PVC, GLASS 915 (2" 4 6REATER) SGH. 40 (1-1/2" 4 SMALLER) PVC, GLASS 915 SIZE TO MATGH IRRl6ATION LATERAL LINE 1" ROUND VB -VB1RND STD VB -VBSTDDH JUMBO VB -VBJMBH INSTALL FLUSH VALVE INSIDE A SEPARATE ¥ALVE BOX. INSTALL FLUSH VALVE INSIDE A SEPARATE VALVE BOX. INSTALL IN VISIBLE AREA OF FLANTIN6 BED ANY AND ALL DISTURBED IRRIGATION SHALL BE REPLACED IN-KIND AND CONTRACTOR TO ADJUST COVERAGE AS NEEDED. SEE SHEET L-I0 FOR IRRIGATION LEGENDS 4 NOTES SEE SHEETS L-II 4L-I2 FOR IRRIGATION DETAILS ADL DETAILS DETAIL B, SHEET L-II DETAIL G, SHEET L-II DETAIL E SHEET L-II DETAIL D, SHEET L-II DETAIL F, SHEET L-II DETAIL H, SHEET L-II DETAIL 6, SHEET L-II DETAIL 6, SHEET L-II DETAIL A, SHEET L-II INSTALL PER MANUFAGTURE DETAIL 14J, SHEET L-II IRRIGATION HEAD LEGEND: 5 @ 7)B) 17 29 @ 31 © fill � � DESCRIPTION HAKE/ HODEL MF ROTATOR HUNTER / FROS-I2-FRS90-C,V-MF800-(Gf0, 180, 210, 960) MP ROTATOR HUNTER / FROS-I2-PRS40-C,V-MP800-(c:\O, 180, 210, 960) MF ROTATOR HUNTER/ FROS-I2-FRS40-C,V-MPIOOO-(c:\O, 180, 210, 960) MP ROTATOR HUNTER / FROS-I2-PRS90-C,V-MP2000-(c:\O, 180, 210, 960) MF ROTATOR HUNTER / FROS-I2-FRS40-C,V-MP2000-(Gf0, 180, 210, 960) MP ROTATOR HUNTER / FROS-I2-PRS90-C,V-MP9000-(c:\O, 180, 210, 960) MF ROTATOR HUNTER/ FROS-I2-FRS40-C,V-MF9000-(c:\O, 180, 210, 960) MP ROTATOR HUNTER / FROS-I2-PRS40-C,V-MF9500-(Gf0, 180, 210) MF ROTATOR GORNER HUNTER/ FROS-I2-FRS40-C,V-MPGORNER MP ROTATOR STRIP HUNTER / FROS-I2-PRS40-C,V-MPLGS5I5-(SIDE STRIP) MF ROTATOR STRIP HUNTER/ FROS-I2-FRS40-C,V-MPLGS5I5-(LEFT STRIP) MP ROTATOR STRIP HUNTER / FROS-I2-PRS40-C,V-MFRGS5I5-(Rl6HT STRIP) ARC PSI VARIES 90 VARIES 40 VARIES 40 VARIES 90 VARIES 40 VARIES 90 VARIES 40 VARIES 40 VARIES 40 STRIP 40 STRIP 40 STRIP 40 RAD. 6'-8' 8'-12' I0'-I5' 15'-21' 15'-21' 22'-90' 22'-90' 91'-95' 8'-15' 5'Xl5' 5'Xl5' 5'Xl5' DISCHARGE (GPH) .11, .99, .5, ho .29, .42, .51, .18 .10\, .91, .51, .15 .91, .58, .81, 1.16 .4, .14, 1.10, 1.41 hc:f, 1.44, 2.10\, 2.88 .86, 1.82, 2.19, 9.64 1.28, 2.86, 9.20\ 0.45 0.44 0.22 0.22 SPAC. 8' 10' 12' 15' 20' 25' 90' 95' 12' 15' 15' 15' DETAIL DETAIL F,Q4R SHEET L-I2 DETAIL P,Q4R SHEET L-I2 DETAIL F,Q4R SHEET L-I2 DETAIL P,Q4R SHEET L-I2 DETAIL F,Q4R SHEET L-I2 DETAIL P,Q4R SHEET L-I2 DETAIL F,Q4R SHEET L-I2 DETAIL P,Q4R SHEET L-I2 DETAIL F,Q4R SHEET L-I2 DETAIL P,Q4R SHEET L-I2 DETAIL F,Q4R SHEET L-I2 DETAIL P,Q4R SHEET L-I2 DETAIL I 4J, SHEET L-II DETAIL I, SHEET L-II 2'-4' 0.5 (I.O) 2'-4' A * T•"=E ,,,, •=LER - HUNTER / SGH.80 - NIPPLE V'IITH - PGB-50 PRESSURE -TRIG - KLE 40 N-, CNVV C,OMPENSATIN6 TRIGKLE PATTERN BUBBLER ��� L�-:-7=��=:::::��--�,,..._�=::::::-,.--::=-----...:::::--�1=.__-----=----===----=------:::=:::--:::r-::::::7:::::::::::-'r':::::::-::::-=::��=--�-=-------'--=---,,..-=---�-=------�---::--_-:=-=::::.r,,,,--s:::=:::;� r-----' �RIGATION HEAD NOTES: - DETAIL K, SHEET L-II DETAIL L, I SHEET L-I2 DETAIL 0,, SHEET L-I2 DETAIL M, I SHEET L-I2 DETAIL N, SHEET L-I2 \f �LL SHRUB HEADS INSTALLED FARTHER THAN TEN (10) FEET FROM PAVING, GURBS, SIDEl"lALKS, STEPS, TURF BOUNDARIES OR OTHER PEDESTRIAN AREAS MAY BE INSTALLED 1 ON RISER il'llTH HUNTER FROS-00-FRS-XX, il'llTH IN LINE GHEGK VALVE, AND il'llTH NOZZLE AS FER PLAN I ALL SPRAY AND ROTOR HEADS INSTALLED ON REC.YGLED il'lATER SYSTEMS SHALL HAVE A FAGTORY INSTALLED PURPLE RECLAIMED il'lATER GOVER. INSTALL HEADS ON 12" POP-UPS IN SHRUBS AREA AND ON 6" POP-UPS IN TURF AREA. IRRIGATION NOTES: I.ALL IRRIGATION SYSTEM COMPONENTS SHALL BE INSTALLED ASPER LOG AL GODE. GONTRAG TOR SHALL SEC.URE ALL NEC.ESSARYPERMITS.2.GHEGK AND VERIFY ALL SITE CONDITIONS, UTILITIES ANDSERVICES PRIOR TO TRENCHING. IF DURING CONSTRUCTION IT ISFOUND THAT THE SITE VARIES FROM THE DRA�INGS, NOTIFY THEPROJECT MANAGER BEFORE PROCEEDING �ITH THE �ORK. II.INSTALL GHEGK VALVES AS NEEDED TO PREVENT LO� HEADDRAINAGE.12.SPECIAL CONSIDERATION SHALL BE GIVEN TO �ATER ANDELECTRIC.AL SERVICES.13.IRRIGATION AND PLANTING SHALL TAKE PLACE ASI MPROYEMENTS PROGRESS.14.CONTRACTOR SHALL COORDINATE �ITH OTHER TRADES TOINSTALL SLEEVES UNDER PAVEMENT AND TO SERVICE CONTROLLERSIN GARAGE.15.CONTRACTOR SHALL COORDINATE PO�ER FOR CONTROLLER ANDCONNECTION TO RAIN SENSOR. I 3.�HERE TREES, LIGHT STANDARDS, ETC.. ARE AN OBSTRUCTION TOSPRAYS, THEN PIPING AND SPRINKLER HEADS SHALL BE ADJUSTEDAND/OR RELOCATED AS NEC.ESSARY TO OBTAIN FULL COVERAGE�ITHOUT EXCESSIVE OYERTHRO�. DO NOT EXCEED SPACING AS PERMANUFACTURER RECOMMENDATIONS. lb. EXISTING IRRIGATION EQUIPMENT SHALL BE PROTEC.TED IN PLACE.ANY EXISTING IRRIGATION EQUIPMENT DAMAGED SHALL BEREPLACED IN KIND. I I I 4.PLANS ARE DIAGRAMMATIC. AND APPROXIMATE. ALL PIPINGSHALL BE INSTALLED IN PLANTING AREAS EXCEPT �HERE IT ISINFEASIBLE.5.COORDINATE IRRIGATION �ORK �ITH PLANTING PLANS TO AVOIDGONFLIGTING LOCATIONS BET�EEN PIPING AND PLANT PITS.b.ALL CONTROL �IRE SLEEVES UNDER VEHICULAR PAYING SHALL BE GLASS 315, �ITH 30" MINIMUM GOYER. ALL CONTROL �IRE SLEEVESUNDER PEDESTRIAN PAYING SHALL BE GLASS 315, �ITH 18" MIN.GOVER.1.PRIOR TO START OF GRADING, THE APPLICANT OR APPLICANT'SAGENT SHALL OBTAIN CITY AUTHORITY. APPROVAL OF AGONSTRUGTION SCHEDULE AND/OR EXHIBIT OUTLINING THE TIMING OFTHE SLOPE PLANTING AND IRRIGATION.8.INSTALLATION OF IRRIGATION AS SHO�N ON THE APPROVEDPLANS SHALL COMMENCE �ITHIN 10 DAYS OF THE TIME �HEN EACHAREA IS BROUGHT TO GRADE AS SHO�N ON THE APPROVEDGRADING PLANS.Cl. LANDSCAPE IRRIGATION SHALL BE APPLIED AT A RATE NOT EXCEEDING THE INFILTRATION RATE OF THE SOIL (MINIMIZING EROSION AND �ATER �ASTE) BUT SUFFIGIENTL Y TO ALLO� FORHEAL THY PLANT GRO�TH.10.AVOID SPRINKLER RISER IN CORNER, ALONG �ALLS ANDPARKING AREAS. NO OVERHEAD IRRIGATION �ITHIN 24" OF ANIMPERMEABLE SURFACE OR IN AREAS LESS THAN 10' �IDE IN ANYDI REC.Tl ON. _,/\_____/'-_ -A___ pA\ 10-18-22 ADDENDUM 1 11.MINIMUM PIPE COVERAGE SHALL BE AS FOLLO�S,A.PRESSURE LINES,-LESS THAN 3" IN DIAMETER -18" GOYER-3" -5-1/2" IN DIAMETER -24" GOYER -b" OR GREATER DIAMETER -36" GOYERB.LATERAL LINES,-12" OF GOYERG.SLEEVES UNDER ROADS,-b" OR LESS IN DIAMETER -36" GOYER-GREATER THAN b" IN DIAMETER -48" GOYER-GLASS 315 PVC. D.SLEEVES UNDER PAYING (NON-ROADS):-LESS THAN 3" IN DIAMETER -18" GOYER-3" -5-1/2" IN DIAMETER -24" GOYER-b" OR GREATER IN DIAMETER -36" GOYER-GLASS 315 PVC.18.ALL SLIP PVC. FITTINGS SHALL BE SC.HEDULE 40 PVC., ALL THREADEDPVC. FITTINGS SHALL BE SC.HEDULE 80 PVC., UNLESS NOTED OTHERV'llSE. --. - REVIEWED: - --- C-8020-6 ' I l DIAL BEFORE YOU DIG TWO WORKING DAYS BEFORE YOU DIG PLANNING -----!!! ASSOCIATES ====rr::1,cit DATE, 9-20-2022 JOB NO: DOKKEN /3\ 6-22-23 IRRIGATION AND BASIN TREE SIZE �� IRRIGATION LEGEND & NOTES SUPERIOR AVE PEDESTRIAN/BICYCLE BRIDGE AND PARKING LOT L-10 TOLL FREE 1-800-227-2600A PUBLIC SER\1CE BY UNDERGROUND SER\1CE ALERT ________ SCALE: LAND PL A NNING-------LANDSCAPE ARCHITECTURE DRAWN BY: CB --------2979 STATE STREET SUITE "C" CARLSBAD, CA. 9 2 0 0 8 (760)729-6637 FAX:(760)729-!324---------- E N 13 I N E E 1460 PBZlll!l BOAD S1Jffll 100 SAN DIEGO, CA 92108 R I N 13 (868) 514-8S7'P NO. DATE DESCRIPTION OF REVISIONS APPROVED SENIOR CIVIL ENGINEER DATE 9-20-2022 CITY OF NEWPORT BEACH R-7008-S PUBLIC WORKS DEPARTMENT SHEET 49 OF 77 ' . -..__ • .,,/',. A...__,A A ~ATHER SENSOR - • A [[I - ® ' RECORD DRAWINGS These Record Orav,ings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible to its accuracy, nor for errors or omissions \Ml ich may have been incorporated into these plans as a result. DE ----------------------------------------------------------------------- 9 I @ I 9 I @ I SYMBOL ~ ~ C V " ~ ---v V ~ - ------,-----~---~------,--------,----1-----, V V V V 'v I ~ ~ ./'---~ /'-..._ ./'--. ..,A..._ b" .....,___ 24" -----¥- NOTE: CONTROLLERS SHALL BE INSTALLED IN SEPARATESTEEL LOC.KIN6 ENCLOSURES. LEGEND CDcoNTROLLER @POJIIIER SJIIIITCH/GFIRECEPTACLE @MASTER VALVE RELAY ORPUMP START RELAY (OPTIONAL) @16" TOP ENTRY CONTROLLERASSEMBLY (CA SERIES) NEMA BR RAINPROOF ENCLOSURE (UL LISTED) @TERMINAL STRIP @B/4" PVC CONDUIT FOR 120 VAC FROM METERED POJIIIERSUPPLY G)PVC CONDUIT FOR CONTROLJIIIIRES, SIZE AS REQUIRED @FILL VOIDS JIIIITH CONCRETE @I" PVC CONDUIT FOR FLOJ/11SENSOR CABLE AEF "15I6-2SP (IF APPLICABLE) @)POURED CONCRETE BASE 2 Ir- --G)-----11 II B II IIIIII NOTE: CD BAC.KFLOV'l PREVENTOR ASSEMBL y(SEE LEGEND) @)JIIIYE STRAINER JIii/ 60 MESHMONEL SCREEN @PRESSURE REGULATOR @BRASS UNIONS (2) ®4" THICK CONCRETE PAD 520-C-2500 @12"xl2"xl2" CONCRETE THRUSTBLOCKS (2) G)STAINLESS STEEL STRONG BOX ENCLOSURE (INSTALL PER MANUF. SPECIFICATIONS) •R.P.B.P. TO BE MIN. 24" FROM STRUCTURES•JIIIHEN NEXT TO A STRUCTURE MOUNT TEST COCKS ON OPEN NON-STRUCTURE SIDE •JIIIRAP BACKFLOJ/11 PREVENTER JIIIITH INSULATION MATERIAL PER LOCAL STANDARDS @ LEGEND CD VALVE BOX @ PRESSURE REGULATOR PRESSURE REGULATOR @FINISH GRADE @To POINT OF CONNECTION @PVC MAINLINE @PEA GRAVEL (2" DEPTH) G)BRICK SUPPORT (4" MIN.) ONEAT EACH OTHER @PVC UNION @NATIVE SUBGRADE @)PVC NIPPLE @MALE ADAPTER @18" PIPE MAINLINE DEPTH @HEAT BRAND PR ON LID 2". J_I I I I 1 =111.'r--+-+--+--=-➔.I 111 I II I 1 111 � ➔ 11 1-111 =_' ; I=-,'v:;:'.:���� A •. I I I ?; . '.. . ' .• ,·. • . � _I .•·•.···.�·· , . .. •.•• • . - NOTE, ' • • 4 q 1 --u-� LEGEND CDREC.TANGIJLAR PLASTIC. VALVEBOX V'IITH LOCKING BOL T LID @ELECTRIC. REMOTE CONTROLVALVE @FINISH GRADE G) PRESSURE SUPPLY LINE @UNION @ PVC. SCH. 40 45 DEGREE FITTING, FOUR (4) REQUIRED G)¾" C.RIJSHED ROCK SUMP @SCH. 80 NIPPLE (TYP) @4" V'IIDE BRICK SUPPORT, ONEPLACED AT EACH CORNER t,;:;-..HEAT BRAND MV ON�LID 2". VAL VE SHALL HAVE A MINIMUM OF 4" CLEARANCE FROM THE BOTTOM OF THE VALVE BOX LID, AND 2" MINIMUM CLEARANCE FROM THE BOTTOM OF VALVE AND TOP OF GRAVEL SUMP. @CONTROLLER SCALE, N.T.S. ® BACK FLOY'! PREVENTOR N.T.S. © PRESSURE REGULATOR SCALE, N.T.S. @ Jv1ASTER CONTROL VAL VE SCALE, N.T.S. I LEGEND CDFINISH GRADE @RECTANGULAR VALVE BOX (TOPOF LID TO BE EN6RAVED) @8" DIA C.L 160 PVC. SLEEVE BOTTOM TO BE FLARED ANDCONTACT TOP OF PRESSURE SUPPLY LI NE @FLOV'l SENSOR, REFER TO LEGENDFOR MODEL AND SIZE @PVC. RED UCING COUPLER (2)REQUIRED @PVC. MAINLINE G)V'IATERFROOF CONNECTIONSV'IITHIN ELECTRIC.AL CONDUIT RELAYED BACK TO THE MASTERCONTROLLER @c.oNTROL V'IIRE V'IITH BO"EXPANSION COIL @¾" GRAVEL SUMP (ONE CUBIT FOOT) @sx PIPE DIA MIN . DOV'INSTREAM @ IOX FIFE DIA MIN. UPSTREAM @BRICK SUPPORT ® HEAT BRAND FS ONLID 2". I k / ® 1 k 1 4 5 1=-11 11 1=-1 11 I I . I I NOTE: LEGEND CD BLOCKED TRUE UNION BALL VALVE @VALVE BOX - SEE IRRIGATION SPECS. @FINISH GRADE @SLIP END CONNECTORSSUPPLIED V'IITH VALVE @PVC. MAINLINE -FOR FIFEDEPTHS SEE IRRIGATION NOTE 11, ON SHEET L-I0 @PEA GRAVEL, 2" DEPTH G)4" V'IIDE BRICK SUPPORT,ONE PLACED AT EACH CORNER /o:\HEAT BRAND BV ONI.VLID 2". : VALVE SHALL HAVE A MINIMUM OF 4" CLEARANCE FROM THE BOTTOM OF THE VALVE BOX i LID , AND 2" MINIMUM CLEARANCE FROM THE BOTTOM OF VALVE AND TOP OF GRAVEL SUMP. I I I I J �� .• 6 . •.• LEGEND CDP�Rf'LE rLASTIC. VALVE BOX V'I/ LOCKING LID @ REMOTE CONTROL VAL VE @FINISH GRADE G)PVc. LATERAL LINE @PVc. SCH. 40 EL L @B/4" CRUSHED ROCKSUMP -4 •• = =I 111-111 Ii- •· i'------¥·� G) PRESSURE SUPPLY LI NE @PVC UNION @scH. 80 PVC MALE ADAPTER @scH. 80 NIPPLE @4" JIIIIDE BRICK SUPPORT ONEPLACE AT EACH CORNER (HEAT BRAND 2" CONTROLLERLETTER AND VAL VE NUMBER ON LID.) NOTE: QUICK COUPLER VAL YESSHALL BE OF THE TYPE APPROVED FOR RECY CLEDV'IA TER USE. CD VALVE BOX �ITI I PURPLE LID @FINISH GRADE ®QUICK COUPLING VALVE G)pye, MAINLINE PIPE @PVC SCHEDULE 40 STREET ELL (B REQUIRED) 1 @PVC SCH 40 ELL OR TEE 1 G)pye, SCH. 80 NIPPLE (LENGTHAS REQUIRED) @;; INCH MINIMUM B/4" CRUSHED ROCK @PVC SCH. 80 NIPPLE (LENGTHAS REQUIRED) @)B6" MIN. LENGTH �4 REBAR STABILIZER ATTACH JIIIITH TJ/110STAINLESS STEEL BANDS @BRICK (2 REQUIRED) @HEAT BRAND QC ON LID 2". C 0 @ FLOY'! SENSOR SCALE, N.T.S. ® BALL VAL VE SCALE, N.T.S. @ REMOTE CONTROL VAL VE SCALE, N.T.S. @QUICK COUPLER VAL VE SCALE, N.T.S. Q_ N5 NOTE: 2 "MIN 2 "MIN LEGEND CDFAVIN6 @LATERAL LINE (IN SLEEVE) @PRESSURE SUPPLY LINE (INSLEEVE) @CONTROL V'IIRES (IN CONDUIT) @BACKFIL L (SEE SPECIFICATIONS) @FOR PIPE DEPTHS SEE IRRIGATION NOTE 11, ON SHEETL-I0. I. ALL SLEEVES TO BE ffllC.E DIAMETER OF FIFE (PER SPECIFICATIONS).2. NO IRRIGATION SLEEVING IS PERMITTED PERPENDICULAR AND OVER CONCRETE BROV'l DITCHES. 6 11 MIN. CD FINISH GRADE @LATERAL LINE @PRESSURE SUPPLY LI NE ©coNTROL JIIIIRES INSLEEVE @BACKFILL @:$_¼r:1%J5f A��TE� G)FOR FIFE DEPTHS SEE IRRIGATIONNOTE 11 ON SHEET L-q_ 1 *INSTALL CONTROL l'IIRES ON THEUNDERSIDE OF PRESSURE SUPPLY LINE. NO l'IHERE POTABLE LIN NSTANT PRESSURE REC.I.AIMED l'IATER THE REC.I.AIMED LINES SHALL SE I E l'IATER LINE IN A Cl.ASS 200 PURPLE COL . TH ALL EXTEND 10-FEET ON El POTABLE LINE FOR A TOTAL OF 20' (DSLEEVING SCALE, N,T,S. j � IRRIGATION TRENCHING ' 1 -111, 1 i' 11 I I i' 11 I i' 11 I I i' 11· : •• --1 11 111= 11 I I l:- 5 +------12 '1- -r----t:l TREE BUBBLER ON RISER LEGEND CD BUBBLER ON RISE @sc.H. 80 RISER @2 PVC. SCH. 40 ELLS 4 2" PVC.SCH 80 THREADED NIPPLE. G)PVC. SCH. 80 NIPPLE @PVc. SCH. 40 STREET ELL @PVC. LATERAL LINE G)12" MAXIMUM 4 MINIMUM B"ABOVE MULCH. @FI NISH GRADE @12" MINIMUM @)BUILDING, HAR.DSC.APE 4CONCRETE SIDEV'IALK @12" MINIMUM N.T.S. SEE SHEET L-IO FOR IRRIGATION LEGENDS $ NOTES SEE SHEETS L-II iL-I2 FOR IRRIGATION DETAILS "lO N N "' CX) 0 CJ> scv>-' DC 0 [1_ [1_ ::, 1/) z 0F <( Cl DC DC " N N /"' D 0 .f / CJ> C -"L 0 [1_ (I) CJ> v ·c:(Il(I) > <( C-8020-6 l-----------------r---------------------.---....::::::::::::... __ ----r ______________ .=._ ______________ �-.---r------r---------------�--�-------.----------------------------1 -� DIAL BEFORE YOU DIG TOLL FREE TWO WORKING DAYS BEFORE YOU DIG A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT DA1£, 9-20-2022 JOB NO: -------- SCALE: LAND PLANNING LANDSCAPE ARCHITECTURE DRAWN BY: CB 2979 STATE STREET SUITE "C" CARLSBAD, CA. 92008 (760)729-8637 FH:(760)729-8324 DE 1450 l"RlZD ROAD """' 100 DOKKEN EN131NEERINl3 SAN DIEGO, CA 92108 (M8) 514--8377 1 10-18-22 ADDENDUM 1 1----+----+-----------------+--------l REVIEWED: �� SENIOR CIVIL ENGINEER DA TE 9-20-2022 Q_ ::, IRRIGATION DETAILS � SUPERIOR AVE PEDESTRIAN/BICYCLE BRIDGE � AND PARKING LOT L-11 f1---------------------.-------;� CITY OF NEWPORT BEACH R-7008-S �[1_ NO. DATE DESCRIPTION OF REVISIONS APPROVED PUBLIC WORKS DEPARTMENT SHEET 50 OF 77 /�-----------�-----------------�------�-----------------------------�-�--�--------------�--�-------�---------------�-----�<ii ~ I ! • 1-800-227-2600 ' ----,> ADL PLANNING .-;:====t ASSOCIATES __ ~ @ -i ! ' . . .·'. -~--•• ' ; ... '' .4~. _4_ •• •, _· - 1 6 l 1 ~ ' • ! • ... ~·•_ .• I~ .-.-:\~_.', -: . • • . . · I mii1lllll/iiiiil1'1ll/ ' 2 I--/ I "' - - THfP $IPE or I HE I -~ I w L____l-----~ II r@ I . . •. --j -}_/ 8 /\ I -- -_, ~ I /11 111 ==v • ~ i I hrlruf!r=:z ,ll;-..-,t-.t:- - RECORD DRAWINGS These Record Dravvings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible to its accuracy, nor for errors or omissions Vvh ich may have been incorporated into these plans as a result. ~ 0 u E FP 1 e, 1 7 NOTES: I.LENGTH OF LONGEST DRIPLINE LATERAL SHOULD NOT EXCEED THE MAXIMUM SPACINGSHOV'IN IN THE AC.COMPANYING TABLE. 2.V'IHEN USING 11"'1M INSERT FITTINGS V'IITHDESIGN PRESSURE OVER 5OPSI, IT IS REC.O"'1"'1ENDED THAT STAINLESS STEEL CLAMPS BE INSTALLED ON EACH FITTING. S" MULCH lliOlaI..A DRIP MANIFOLD BURIAL DEPTH XFC.V Dripline Maximum Lateral Lengths (Feet) 12" SPACING IB" SPACING INLET NOIV11NAL FLOV'I NOIV11NAL FLOV'I PRESSURE PSI (GPH) (GPH) 0.6 O."I 0.6 O."I 20 1<12 1:36 254 215 BO 2B<! 205 402 :391 40 :350 248 4<!B 416 50 9<11 2BI 519 411 60 4:36 :30<! 6:31 52"1 LEGEND (DPVC. EXHAUST HEADER Q)PVC. SCH 40 TEE OR EL (TYPICAL) @tv1ALE FITTING (TYPICAL) @FLUSH POINT (TYPICAL) @PERIIV1ETER OF AREA @PERIIV1ETER DRIPLINE PIPE TO BE INSTALLED 2"-4" FROM PERIIV1ETEROF AREA G)oN-SURFAC.E DRIPLINE @PVC SUPPLY HEADER 8°)PVC. DRIP MANIFOLD (SIZED TO"'1EET LATERAL FLOV'I DEIV1AND) @)PVC SCH 40 RISER PIPE 9 111-111:: NOTE, I.AIR RELIEF VALVE MUST BELOCATED AT HIGHEST ELEVATION(S) OF CIRCUIT. 2.PROVIDE AS NEEDED ANDAS PER "'1ANUFAC.TURER'S REC.OMIV1ENDATIONS. LEGEND (DFINISH GRADE Q)suBTERRANEAN EMITTERBOX @½" AIR RELIEF VALVE @PVC SCH 40 FEIV1ALEADAPTER @PVC SCH 40 RISER @BRICK (I OF 2)G)PVC. HEADER PIPE @PVC SCH 40 TEE 8°):3" MINIIV1UIV1 DEPTH OF 3/4" V'IASHED GRAVEL 4... .0 _, =111 111-___,__ = I LEGEND CD r'IALK, CURB, HEADER, ETC. @FINISH 6RADE @POP-UP INDICATOR. SHALL BE PLACE ON A VISIBLE AREA @ll2"Xe," SCH. 40 PVC NIPPLE r'IITHTHREE STREET ELLS @PVC FITTIN6 AS NEEDED @PVC DRIP LATERAL SUPPLY LINE (gDRIFLINE VALVE KIT N.T.5. (8)AIR RELIEF VALVE N.T.5.@DRIP OPERATION INDICATOR N.T.5. 2 -111- NOTE: LEis,END (DFINISH GRADE Q)c.AP FOR THREADEDADAPTER @TV'IIST-LOC.K TO THREADEDADAPTER @SUBTERRANEAN EIV11TTERBOX ®suB-SURFAC.E DRIPLINE @9-INC.H MINIIV1UIV1 DEPTH OF :3/4-INCH V'IASHED GRAVELG)BRIC.K (I OF 2) I. A[LOV'I A "'11NIMUM OF 6-INC.HES OF DRIPLINE TUBINGIN VALVE BOX IN ORDER TODIRECT FLUSHED V'IATER OUTSIDE VALVE BOX. NOTE, I I I I I I I I I I SY'llNG JOINT NIPPLES AND ELLSARE TO BE THE SAIV1E SIZE AS THE INLET AT HEAD. LEis,END (D POP-UP SPRAY HEAD @FINISH GRADE @PVC FITTINGS G)sc.H. 40 PVC NIPPLE @c.HEC.K VALVE IF REQUIRED @<10° ELL G)sTR.EET ELL @PVC SUPPLY LINE 8°)V'IALK, CURB, HEADER, ETC. @)VARIES -ALLOV'I IB" FROIV1ANY VERTICAL SURFACES AND 2" TYPICAL AT ALL OTHER LOCATIONS. (DSHRUB SPRAY ON RISER Q)sc.H. 40 RISER @2 PVC SCH. 40 ELLS (T X T) $ 2" PVCSCH BO THREADED NIPPLE @PVC SCH. 40 NIPPLE @PVC SCH. 40 STREET ELL @PVC LATERAL LINE @ 12" "'1AXIMUIV1 G)FINISH GRADE @ 12" "'11NIMUM (REFER TOSPECIFICATION) @BUILDING, HAR.DSC.APE,CONCRETE SIDE V'IALK @12" "'11NIIV1UM NOTE, PROVIDE ANTI DRAIN VALVE IN LINE. STAKE ALL RISERS OVER 12" TALL. TOE IF STANDARD ANGLE NOZZLES ARE USED AT __ _____ TOP OF SLOPE, TILT HEADS TOY'IARD TOE OF --------•ol\ SLOPE. INSTALL 6" DOY'IN FROM THE TOP EDGE OF THE SLOPE 100° �-INST ALL MID-SLOPESPRINKLER HEADS PERPENDICULAR TOSLOPE OF SLOPE �-SPRINKLER HEADS TILTED BACK FROM VERTICAL C 0 @END CAP OF DRIP DISCHARGE HEADER N.T.5. ® 12' FOP-UP SPRAY (SHRUBS)N.T.5.@ SHRUB SPRAY ON RISER N.T.S. ® SPRAY HEAD ON SLOPE Q.scj-0 SEE SHEET L-1O FOR IRRIGATION LEGENDS $ NOTESSEE SHEETS L-11 4L-12 FOR IRRIGATION DETAILS C-8020-6 N N N ' a, (J) 0 a, 3c "O >-' (le' 0 (L (L ::::, (/] z 0 F <( "' (le' (le' scjN (J) (I) a, "O L (I) > <( L 0 1---------------,--------------------.---------.-------------------------------,-----,------,-----------------.-----,----------,---------------------------1� DIAL BEFORE YOU DIG TWO WORKING DAYS BEFORE YOU DIG A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT ADL PLANNING --------1. ASSOCIATES --�-� DAlE, 9-20-2022 JOB NO: ---------SCALE: LAND PLANNING LANDSCAPE ARCHITECTURE DRAWN BY: CB 2979 STATE STREET SUITE "C" CARLSBAD, CA. 92008 (760)729-8637 FAl:{760)729-8J24 --------- DE DOKKEN EN BINEERIN B 14CIO l'RAZiE ROAD SDlTI! 100 SAN DIEGO, CA 98108 (858)514-8S7'1 1----t----+----------------+-------l NO. DATE DESCRIPTION OF REVISIONS APPROVED REVIEWED: ��SENIOR CIVIL ENGINEER DA TE 9-20-2022 IRRIGATION DETAILS Q. => (/] scjN SUPERIOR AVE PEDESTRIAN/BICYCLE BRIDGE � AND PARKING LOT L-12 f1---------------------r---------1�R-7008-S o1----------1 (le' (L SHEET 51 OF 77 /CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT �------------�------------------�------�------------------------------��---�---------------�--�-------�----------------�-----�(/] Hl:L!, T s • ~ I • ' q ! I ~ ' • TOL L FREE 1-800-227-2600 • < 'O· LAIVso ~· .. 0~ ' ~ t. () lir~' . :.: m - -; ,.,., r r i ! 0 i ~ ~ ! ~ 8 80° I I RECORD DRAWINGS These Record Dra\o'oJings have been prepared based on information submitted, in part, by others. While this information is believed to l::e reliable, City of Newport Beach is not responsible to its accu racy, nor for errors or omissions which may have been incorporated into these plans as a result -0 u E N ./ <J) 0 0 D st ./ a, C -" ~ 0 Q_ kl co -----r-,,Q SUNSET RIDGE PARK ◊ C' '") ey O Cl orJ CJ w-c:i" -BRIDGE � (SEE STRUCTURE PLANS /� TREE GRATE NOTE: OPENIN6S FOR TREE TRUNKS ARE TO BE VERIFIEDBY CONTRACTOR PRIOR TO PLANTIN6. ENSURETHAT PLANTIN6 OF TREES ALl6NS TREE TRUNK Y'IITH OPENIN6 IN TREE 6RATE. STAIRS (SEE STRUCTURE PLANS) :::..----_ I ' • 'RAISED PLANTER (FILL PLANTER BELOV'I TREE V'I/ 28 DIANELLA) (Jj, �, AREA OF POTENTIAL IMPACTTO EXISTING LANDSCAPE. RESTORATION PLANTING TO BE DONE BY OTHERS. ---- SEE SHEET L-15 FOR PLANTING LEGENDS SEE SHEET L-16 FOR PLANTING DETAILS SEE SHEET L-11 FOR PLANTING NOTES DATE: 9-20-2022 = JOB NO: DIAL BEFORE YOU DIG TOLL FREE TWO WORKING DAYS BEFORE YOU DIG A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT SCALE: LAND PLANNING---------- LANDSCAPE ARCHITECTURE DRAWN BY: CB ----------2979 STATE STREET SUITE "C" CARLSBAD, CA. 92008 (760)729-815J7 FAX:(1&0)729-8324 ---------- BOULDERS (SEE BOULDER SCHEDULE SHEET L-15. (TYP.) � POSITION DODENDEA TO MAXIMIZE SCREENING OF V'IALL. s SUPERIOR AVE. TREE V'IITHIN 5' ROUND TREE GRATE ,._, \ \ EXISTING C ....,___ '--'c'ccu-=RB�cc=_,--.,__ EXISTINGSIDEV'IALK -� tv�s ;",, Co-"'7S-,.. H;Gf-i �-4i -,--')...-/ HYDROSEED AREA ASSOCIATED V'IITH POTENTIAL FUTURE vc--""'MPROVEMENTS _. II� {--,� � PLANTING NOTES: O' 10' 20'40' SCALE, 1"=20'-0" I.SHRUB AND TREE ROOT BALLS -SET CROV'IN 2" ABOVE GRADE 2.UNLESS CALLED OUT AS DECOMPOSED GRANITE, ORIENT/TRAIN ROSEMARYTO CASCADE OVER ANDDOV'IN V'IALL. ALL SHRUB BEDS SHALL HAVE A 9" l'-'IULCH LAYER. FINISH SURFACE SHALL BE I" BELOV'IADJACENT PAVING OR AS SPECIFIED IN PARKV'IAY DETAILS. 1'60 FKlZD HO£D """' 100 DOKKEN ENGINEERING 10-18-22 6-30-23 ADDENDUM 1 WALL LAYOUT REVISED -PLANTING & IRRIGATION SAN DmGO, CA 92108 (SM) 1514-837? 1-----1----+---------------,-----j NO. DATE DESCRIPTION OF REVISIONS APPROVED REv1EWED: �� SENIOR Clv1L ENGINEER DATE 9-20-2022 I I COORDINATE PLACEMENT OF TREES IN BASIN V'IITH LANDSCAPE ARCHITECT (TYP.) ALL TREES, PLACEMENT AND PLANTING DEPTH OF ALL TREES THROUGHOUT SITE MUST RECEIVE APPROVAL FROMGENERAL CONTRACTOR TO VERIFY NO CONFLICTS V'IITHV'IALL FABRIC OR CONSTRUCTION. �, � C-8020-6 PLANTING PLAN SUPERIOR AVE PEDESTRIAN/BICYCLE BRIDGE AND PARKING LOT L-13 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-7008-S SHEET 52 OF 77 1-800-227-2600 ADL PLANNING ASSOCIATES I +86 ~ w _}-, +---SL KEY MAP /!1 w w CURB (TYP . c., -I>-- RECORD DRAWINGS These Record Drav..ings have been prepared based on information submitted, in part, by others. While this information is bel ieved to l:e reliable, City of Newport Beach is not responsible to its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. . (le, -�r�--+---PEDESTRIAN RAMP. w - C.OORDINATE PLAC.EMENT OF TREES IN BASIN V'IITH LANDSC.APE ARC.HITEC.T (TYP.) HYDROSEED AREA SEE C.IVIL PLANS (TYP.) /fl � � � � 11 VJ SUPERIOR AVE u, r I u, r EXISTING C.URB SL EV C.HARGING C.OMPONENTS (C.ONTRAC.TOR TO ADD MULC.H AROUND EV C.HAR6IN6 C.OMPONENTS IN THIS AREA.) � I YV�sr 2'--- ,,41 oAsr H;<5H;,,y '.4i )-- � EXISTING SIDEV'IALK s SL w SL ' -SL ✓½½½�'"T-� L_.-, , ✓½½½✓ ½½½✓ "' "' "' "' ✓½½½"' "' -.-.:j "' "' � "' "' --'t "' "' ½ ½ ½ w : w : -: w : � :l� w : w :1 : � : w"\\!'ll>.-!iOoH™¼ ..., "' "' "' "' "' PROPERTY LINE w w w w w w O' 10' 20' 40' �-SC.ALE: 1"=20'-0" EXISTING TREES PROTEC.T IN PLAC.E \ G SLOPE V'IALKV'IAY I FOR MOV'l C.URB INFORMATION �:::::::?z;�S�E�E SHEET L-9. s ALL PLANTING AROUND TURF OVER LOOK MUST NOT EXC.EED IB" IN HEIGHT C.ONTRAC.TOR TO ADJUST AND REPLAC.E IN KIND ANY PLANTING DISTURBED DURING C.ONTUSION. FOR EXISTING PLANTING INFO SEE SUNSET VIEV'l PARK PLANS. DRAll'IIN6 NO. P-522<!-S. PROPERTY LINE EXISTIN6 TURF AREA EXISTING PARK PLANTING. SEE SHEET L-I5 FOR PLANTIN6 LE6'ENDS SEE SHEET L-IE:> FOR PLANTING DETAILS SEE SHEET L-I1 FOR PLANTING NOTES C 0 � Q_ LO 0 N N N "a, a, 0 o> 3'"CJ(/)z<(_JQ_ Clz Fz<(_JQ_ st N a, C-8020-6 ·c:L-----------�-----------------7--::;��--T----------------------------7:::r::::::r:::::::::::::::��������������+�����RR�EV�IEWWEED:□:-----r-------�P�L�A�N�T�l�N�G;-;P�L�A�N�------71IDli £ill iT ��NNING ==--�-ii'DAlE: 9-20-2022 ;!-•• L.. DOKKEN ��� SUPERIOR AVE PEDESTRIAN/BICYCLE BRIDGE; (I) > <( L 0 DIAL BEFORE YOU DIG TWO WORKING DAYS BEFORE YOU DIG ASSOCIATES_____ JOB NO: �N RCE 63670 AND PARKING LOT L-14 �SCALE: SENIOR CIVIL ENGINEER 1---------------------r�:--:::;��;--;:;-1 � L A N D p L A N N I N G CB E N B I N E E R I N 13 CITY OF NEWPORT BEACH R-7008-S 0LANDSCAPE ARCHITECTURE _DR_AW_N_BY_,________1400 -•- • • • • 1-----------1 O'G. ·- -DATE 9-20-2022 TOLL FREE 2979 STATE STREET SUITE "C'" ::",,:,:,_ CA •2108 (OM) 5l<-8'"1 [--+-----+------------------,==:::1 PUBLIC WORKS DEPARTMENT SHEET 53 OF 77 /l ___ _.'.:�A�PU�B�Ll�C �S�ER:V:IC�E �B�Y�---J�c�A�R�L �S�B�A�D-=:C =A.�9==2�0 =0==8-_=D_•=0 =P =•=•-=•='-'='==="='='D=•='1='-'=•=-="='='i __ �:::::: __ 1 ____________________________________ �N�O:_. _L_:D�A_'.:TE�_J_D'.'.'.E:S�CR�IP�T.'..:1O'.:N...'.O:'.:F...'.R�E::Vl�Sl'.'.'.O'..".:NS:'._ _________ _J_:_A_:P_:_:PR:::O:_:VE::D:..L _________ L_ ____________________ ,.._ ______ �(/) UNDERGROUND SERVICE ALERT ( 1-800-227-2600 r,.I-IUSC,q s L ~ ,r (> t~-Y ~ 3 31 23 ,.,., --DE ILING RGIVI ~ "' ING ;· I EXISTING STAIRS ¢ " "' "' "' RECORD DRAWINGS These Record DraV\/ings have been prepared based on information submitted, in part, by others. While th is information is believed to be reliable, City of Newport Beach is not responsible to its accuracy, nor for errors or omissions \Mlich may have been incorporated into these plans as a resu lt. KEY MAP E N ./ <J) 0 0 D st ./ a, C -" L 0 Q_ kl (I) a, cl L rn DIAL BEFORE YOU DIG TOLL FREE TWO WORKING DAYS BEFORE YOU DIG A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT / I / 3 - PLANTING LEGEND TREES SYM. QTY. BOTANIC.AL NAME I AR 20 ARElUTIJS UNED0 ' I ----v--v� I/ ' v--v f-',/ / " GP 42 GEIJERA PARVIFL0RA . '-_/ �-� A i'----A---/ " F LI 6 LAGERSTR0EMIA INDIC.A X FAURIEI _/ / ' I AC I 5 ARGHONT0PHOENIX C.UNNIN5HAMIANA ' .I F ' AB I ALBIZIA JULIBRISSIN (LOV'I BRANCHING MUL Tl-TRUNK) ' J / ' I BE 6 HOY'lEA F0RSTERIANA ' I C.OMMON NAME SIZE �C.OLs C.OMMENTS STANDARD FORM, STRAY"IBERRY TREE 96"B0X MOD MINIMUM 2" GALIPER 1--v---v--V � STANDARD FORM, AUSTRALIAN V'llLL0V'l 24" BOX LOV'I MINIMUM I 1/2" GALIPER. ASSURE GROV'IN 15 SET 2" ABOVE FINISH /'---_.,A . G-RADE v-llTHIN BASIN. -. � ' A A A --INDIAN TRIBE GRAPE MYRTLE 48" BOX MOD STANDARD FORM, (PINK FL0Y'lERS) MINIMUM B" GALIPER PROJEGT MANAG-ER KING PALM 15' BTH MOD OR LANDSGAPE ARGHITEGT TO TAG- PROJEGT MANAG-ER MIMOSA TREE 60"BOX LOV'I OR LANDSGAPE ARGHITEGT TO TAG- PROJEC, T MANAG-ER KENTIA PALM 15' BTH MOD OR LANDSGAPE ARGHITEGT TO TAG- SHRUBS, GROUNDGOVER, 4 VINES 2 � ® (j) © © @/2 @) ® @ ®/2 @ ............... " • • X < • K • • • < K O X X • • ................. . . . . . . ... " . . . . . . . . . " , , > ) y , □ □ □ □ , ·y □ pcpcb,b ' b''n '� '� " " ' l\f\f '\/\/ .I\/ I\ I, � I I '� ., '\/\ 'I\ ½ ½ ½ ½ ½ ½ ½ ½ ½ ½ ½ ½ ½ ½ 84 D0D0NAEA VISC.OSA 'PURPUREA' PURPLE HOPSEED BUSH 15 GAL. LOV'I POSITION TO MAXIMIZE SC.REENING OF V'lALL 16 AGAVE ATTENUATA 'NOYA' BLUE FOX TAIL 15 GAL. LOV'I - 86 YUC.C.A FILAMENT0SA 'GOLDEN Sl'IORD' GOLDEN Sl'IORD YUC.C.A 5 GAL. LOV'I - 1'15 C.ISTUS PURPUREUS PURPLE R0C.KROSE 5 GAL. LOV'I INDEPENDENT FROM 0FFSITE QTY J l GREVILLEA X 'NOELLI I NOEL GREYILLEA 5 GAL. LOV'I -�20'1 I-INDEPENDENT FROM 0FFSITE 18 RHUS INTEGRIF0LIA LEMONADE BERRY 15 GAL. LOV'I QTY 191 SAL VIA C.LEVELANDII C.LEVELND SAGE 5 GAL. LOV'I INDEPENDENT FROM OFFSITE QTY '11 V'llSTRINGIA 'V'lYNYABBIE GEM' V'lYNYABBIE GEM V'lESTRINGIA I5GAL. LOV'I - -PLANT 92" O.C.. --� ROSMARINUS OFFIC.INALIS HUNTINGTON C.ARPET ROSEMARY 5 GAL. LOV'I 0RIEN/TRAIN TO C.ASC.ADE 142, 1\-\ -'HUNTINGTON C.ARPET' OVER 4 D0V'lN V'lALL L0MANDRA L0NGIF0LIA 'BREEZE' DV'lARF MAT RUSH I GAL. LOV'I -M 219 "1,"185 WT0NEASTI:R DAMMERI 'C,ORAL BEAUTY' BEARBERRY C.0T0NEASTI:R SF I GAL. LOV'I PLANT 24" O.C.. 895. i\SF .J C.AREX FLAGC.A BLUE SEDGE I GAL. LOV'I PLANT 18" O.C.. l,i::,I0 SF BOUGAINVILLEA 'LA .JOLLA' MOUNDING BOUGAINVILLEA 5 GAL. LOV'I PLANT 90" O.C.. 95 SF DIANELLA REV0LUTA 'LITTLE REV'LITTLE REV FLAX LILY I GAL. LOV'I PLANT 18" O.C.. 4,1933 C.ARRISA MAC.ROGARPA 'GREEN C.ARPET' NATAL PLUM I GAL. LOV'I PLANT 96" O.C..-�F-8,815 SF GAZANIA X RIGEND 'SUNGL0l'I' SUNGL0l'I TRAILING LANTANA I GAL. LOV'I PLANT 96" O.C.. I--/" ....._,_,,,. ---v-V V --v-----v- -......,,. 'V'" 'V'" 'V'" 'V'" 'V'"............... SHRUBS 4 GROUNDGOVER: �ATER QUALITY BASIN . ----v----- 2,125 oi--ARSTIDA PURPUREA PURPLE THREEAl'IN I GAL. LOV'I PLANT 18" O.C.. ) (96%) > 4,815 SF JUNC.US PA TI:NS C.ALIFORNIA GREY RUSH I GAL. LOV'I PLANT 18" O.C..164%) ( "' L.J'--.._..,'\_ A /.._ � -.,,,'--� � � HYDRO SEED tv11X IIA II � 12,115) 545 SEED.� ... 2 __../' TURF GRASS ' .,, "' .,, 2,e,65 SEASHORE PASPALUMSF .,, .,, .,, DATE: 9-20-2022 = JOB NO: -----���� SCALE: LAND PLANNING--------- LANDSCAPE ARCHITECTURE DRAWN BY: CB ---------2979 STATE STREET SUITE "C" CARLSBAD, CA. 92008 (760)729-815J7 FAX:(1&0)729-8324 --------- GAL IFORN IA C,OASTAL NATIVE LOV'I 20 LBS./AGRE v-llLDFLOV'IER MIX" /SEE RIGHT) SOD HIG-H 1'60 FKlZD HO£D """' 100 DOKKEN ENGINEERING SAN DmGO, CA 92108 (SM) 1514-837? I L, OFF-SITE PLANTING LEGEND SHRUBS SYM. QTY. BOTANIC.AL NAME C.OMMON NAME SIZE @ 19 AGAVE ANGUSTIF0LIA C.ARRIBEAN AGAVE 15 GAL. © 41 C.ISTUS PURPUREUS PURPLE ROG KROSE I5GAL. @) 4 RHUS INTEGRIF0LIA LEMONADE BERRY 15 GAL. (Ro) 5 RHUS 0VATA SUGAR BUSH I5GAL. CJ) Cf RIBES SPEC.I0SUM FUC.HSIA FL0V'lERING I GAL. GOOSEBERRY ® 11 SALVIA C.LEVELANDII C.LEVELND SAGE 5 GAL. © 12 YUC.C.A V'lHIPPLEI OUR LORD'S C.ANDLE I5GAL. SHRUBS, GROUNDGOVER, 4 VINES �0/'W:'0',?Pf:✓ ,✓ .,.,,,..,..,,.,...,.,,.;,; 2,160 BAGC.HARIS PILULARIS 'Tl'IIN PEEKS'DV'lARF WYOTI: BUSH I GAL / .,. ,, / SF BOULDER SCHEDULE SYMBOL SIZE C-OLOR I TYPE TOTAL CD 18" TOPANG-A BOULDERS IB (2) 24" TOPANG-A BOULDERS 14 B6" TOPANG-A BOULDERS IB AVAILABLE AT: SOUTHV'IEST BOULDER AND STONE ADDRESS, 2418 C,�press v-lo� Fullerton, GA <!28BI PHONE, 114-882-1010 HYDROSEED tv11 XTURE � CALIFORNIA COASTAL NATIVE V'IILDFLOV'IER MIX � (S4S SEEDS) BOTANIC-AL NAME GAMISSONIOPSIS GHEIRANTHIFOLIA GLARKIA AMOENA SEMI-Dv-lARF GLARKIA UNG-UIGULATA C,OLLINSIA HETEROPHYLLA ESGHSGHOLZIA GALIFORNIGA G-ILIA GAPITATA G-ILIA TRIGOLOR LASTHENIA GALIFORNIGA LAYIA PLATYG-LOSSA LUPINUS MIGROGARPUS ED G-EDLING LUPINUS NANUS LUPINUS 5UGGULENTU5 MIMULUS AURANTIAGUS AURANTIAGUS NEMOPHILA MENZIES! I PENSTEMON SPEGTAB ILIS 5I5YR INGHIUM BELLUM 10-18-22 ADDENDUM 1 6-30-23 WALL LAYOUT REVISED -PLANTING & IRRIGATION 6-30-23 IRRIGATION AND BASIN TREE SIZE GOMMON NAME BEAGH EVENING-PRIMROSE FAREV'IELL-TO-SPRING MOUNTAIN G-ARLAND GHINESE HOUSES GALIFORNIA POPPY G-LOBE G-ILIA BIRDS EYE Dv-lARF G-OLDFIELDS TIDY TIPS G-OLDEN LUPINE SKY LUPINE ARROYO LUPINE STIGKY MONKEYFLOV'IER BABY BLUE EYES SHOV'IY PENSTEMON BLUE EYED G-RA55 REv1EWED: �� SENIOR Clv1L ENGINEER DATE 9-20-20221------+----+------------------r----, NO. DATE DESCRIPTION OF REVISIONS APPROVED �C.OLs C.OMMENTS VERY LOV'l PLANT 48" O.C.. LOV'I PLANT 48" O.C.., QTYINDEPENDENT FROM 0NSITE LOV'I PLANT 60" O.C.., QTYINDEPENDENT FROM 0NSITE LOV'I PLANT 12" O.C.. VERY LOV'l PLANT 60" O.C.. VERY LOV'l PLANT 54 " O.C.., QTYINDEPENDENT FROM 0NSITE VERY LOV'l PLANT 48" O.C. . LOV'I PLANT 90" O.C.. SEE SHEET L-I6 FOR PLANTING-DETAILS SEE SHEET L-I1 FOR PLANTING-NOTES C-8020-6 PLANTING LEGEND & NOTES SUPERIOR AVE PEDESTRIAN/BICYCLE BRIDGE AND PARKING LOT L-15 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-7008-S SHEET 54 OF 77 1-800-227-2600 'I ( ' --~ - I ' I I -I-A--..-,._,/ ~ \ J ' I \ \ ' ~ ( ) ' ) \ I\ .. , - ' --r 5 . X e V ~ ✓ y ><;(',< , v<: X Xx'. - on ' ., -" • ' ., .. . ' .. 1 'L..J • -~ ~II 1 I ADL PLANNING ASSOCIATES - - J '. I • • 'v ~ , --~ I I ' --v-----~ V . "-._,/' . -- ' - ,, ' ✓ ~ / ~ "\... - I - . ' } . -.. - RECORD DRAWINGS These Record Dra\Mngs have been prepared based on information submitted, in part, by others. While this information is believed to be re liable, City of Newport Beach is not responsible to its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. LE6'END (j)ROOTBALL, SET C.RO�N 2" ABOVE GRADE (2)2" BASIN BERM FOR SHRUBS @FINISH GRADE (±)FERTILIZER TABLET @)PLAc.E ROOTBALL OVER NATIVE 51.JBGRADE @PLANTING HOLE, 2 X C.ONTAINER �IDTH (12" MIN. FOR LINERS) G)AMENDED BAC.KFILL @c.ONTAINER DEPTH (12" MIN. FOR LINERS @) �:..1-tfi-�1� �,F c.r��NC.EFROM SHRUB BASE @)2% SLOPE (A�Y FROM TRUNK) NOTE: MRE ON SLOPES, THE FRONT AND REAR OF THE PLANTING PITS SHALL BE GRADED TO A MAXIMUM 1:1 SLOPE AND EROSION C.ONTROL FABRIC. SHALL BE INSTALLED ON THESE SLOPES TO C.ONTROL EROSION �HILE PLANTS ESTABLISH. @SLOPE PLANTING: SHRUBS 5C.ALE, N.T.5. ! LE6'END (j)ROOTBALL, SET C.RO�N 2" ABOVE GRADE (2)4" �TERING BERM FOR TREES @FINISH GRADE (±)FERTILIZER TABLET @)PLAc.E ROOTBALL OVER NATIVE 51.JBGRADE @PLANTING HOLE, 2 XC.ONTAINER �IDTH (12" MIN. FOR LINERS) 6 G)AMENDED BAC.KFILL NOTE, MRE ON SLOPES, THE @c.oNTAINER DEPTH (12" MIN. FOR FRONT AND REAR OF THE LINERS PLANTING PITS SHALL BE GRADED TO A MAXIMUM 1:1 @);3" LAYER OF MULC.H. MAINTAIN ;3" SLOPE AND EROSION C.LEARANC.E FROM 5HRlJB BASE C.ONTROL FABRIC. SHALL BE INSTALLED ON THESE @)2% SLOPE (�Y FROM TRUNK) SLOPES TO C.ONTROL EROSION �HILE PLANTS ESTABLISH. PER PLAN CD ---f----------4--------.1--�"'-tlt---------1■ ------...--z LE6'END (j)VARIE5. SEE PLAN FOR SPEC.IFIED ON-GENTER SPAC.ING @VARIES. SHALL BE ONE HALF THE SPEC.IFIED ON-GENTER SPAC.ING m @GENTER OF SHRUBS � (±)HEADER, C.URB, PAYED SURFAc.E, ; ETC.. -------,,.- 5LOPE :296 t i - - --=-=- = -1=1---jj'tillffl��-�-R��-r����� LE6'END CD ROOTBALL. SET C.RO�N I"ABOVE GRADE. @FINISH GRADE @FERTILIZER TABLET (±)PLAC.E ROOTBALL OYER NATIVE 51.JBGRADE 'TT� @)2" �TERING BERM FOR SHRUBS @;3" LAYER OF MULC.H. MAINTAIN ;3" FROM TRUNK G)PLANTING HOLE, 2 TIMES CONTAINER �IDTH @ AMENDED BAC.KFILL @PLANT SPACING 5C.ALE,9C-1",SE, N.T.5. © SHRUB PLANTING 5C.ALE, 9(;1",f,E, N.T.5. (])-------7 ®I\ �����!?-� []]�[]]jjj m�m"" LE6'END (])POSITION STAKES PARALLEL TO PREVAILING �INDS (2)2" DIA. 10' PINE LODGE POLE STAKE @TREE TIES (;3) (±)FINISH GRADE @)ROOTBALL. SET C.RO�N 2" ABOVE GRADE @FERTILIZER TABLET G)4" �TERING BERM @;3" LAYER OF MULC.H. MAINTAIN ;3" FROM TRUNK @) AMENDED BAc.KFILL @)PLANTING PIT. 2 TIMES C.ONTAINER SIZE - I 1!!1 III= III I -Jln=I rn=,;;w LE6'END (j)ROOTBALL. SET C.RO�N 2" ABOVE GRADE. @FINISH GRADE @FERTILIZER TABLET (±)PLAC.E ROOTBALL OVER NATIVE 51.JBGRADE 5LOPE :296 G) @)4" �TERING BERM FOR TREES @;3" LAYER OF MULC.H. MAINTAIN ;3" FROM TRUNK G)PLANTING PIT, 2 TIMES CONTAINER �IDTH @ AMENDED BAC.KFILL i LE6'END (])EXISTING 51.JBGRADE {;) AMENDED PLANTING BAC.KFILL @ROOTBALL 2" ABOVE FINISH GRADE (±)FINISH GRADE @);3" MULC.H LAYER INSTALLED BEFORE PLANTING @PLANT TYPE AND SPAC.ING AS SPECIFIED ON PLANS @GROUND COVER PLANTING 5C.ALE, N.T.5. ,, Cki,i'.I ·: 11 t'-:: 1·Hiil±�"-+z'f NOTE: +ot,jffBF---''i<-N = II ,. I ITT -7"'. w_,,,,,,m!!!1 "1 =ill3' -----:lll=r:riW;::-1' , i_ 2 x ROOTSALL 1 I.C.ONTRAC.TOR TO PROVIDE BRAC.INGAS NEC.ESSARY PER PROJEC.T AND�ATHER C.ONDITIONS TO ENSUREHEALTH OF PALMS. LE6'END (j)PALM (SEE PLANTING PLAN 4 PLANTING LEGEND @c.OLLAR. I" -2" ABOVE GRADE @4" DIA PVC. PERFORATED PIPE. T� PER PALM AT A DEPTH. r'IRAP PIPE Y'-1/ FILTER FABRIC. (±)4" DIA. FLAT DRAIN GRATE. TOP OF GRATE TO BE 2" ABOVE FINISH GRADE. (NOT TO BE USED FOR 51.JRFAc.E DRAINAGE) @�SHED PLASTER SAND BAC.KFILL. �SH MATERIAL AROUND EXPOSED ROOT. AVOID LEAVING ANY AIR POC.KETS OR VOIDS @12" DEPTH MIN. OF GLEAN C.RIJSHED ROC.K (I") G)PEA GRAVEL @4" �TERING BERM @FINISH GRADE @) NATIVE SUBGRADE @;3" LAYER OF MULC.H UNLESS OTHER�ISE SPEC.IFIED. MAINTAIN ;3" FROM TRUNK. @SLOPE PLANTING: TREES 5C.ALE, N.T.5. ® TREE PLANTING: DOUBLE STAKE ¾ALE, N.T.5.@ TREE PLANTING 5C,ALE, N.T.5. @PALM PLANTING 5C.ALE,9G1",SE, N.T.5. 0 0 SEE SHEET L-I5 FOR PLANTING LE6'END SEE SHEET L-I1 FOR PLANTING NOTES C-8020-6 Q_ <D 0 N � N N '-.. CTl CTl 0 o; "' "O >-' []" 0 [l_ [l_ :::, (J) Cl z F z <( _J [l_ ... NCTl (I) o; "O L (I) > <( L 0 1----------------,----------------------.---------,----------------------------------,---.------,------------------,-----,------------r----------------------------1� DIAL BEFORE YOU DIG TWO WORKING OAYS BEFORE YOU DIG A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT ADL PLANNING ---� ASSOCIATES--�-� DAlE: 9-20-2022 JOB NO: --------- SCALE: LAND PLANNING LANDSCAPE ARCHITECTURE DRAWN BY: CB 2979 STATE STREET SUITE "C" CARLSBAD, CA. 92008 (760)729-8637 FAl:(760)729-8324 --------- DE DOKKEN EN BINEERIN B 14CIO l'RAZiE ROAD SDlTI! 100 SAN DIEGO, CA 98108 (858)514-8S'l'1 l--------1----+----------------+-----l NO. DATE DESCRIPTION OF REVISIONS APPROVED REVIEWED: �� SENIOR CIVIL ENGINEER DA TE 9-20-2022 PLANTING DETAILS Q_ => (J) ... N SUPERIOR AVE PEDESTRIAN/BICYCLE BRIDGE � AND PARKING LOT L-16 � R-7008-S o1---------1 []"[l_ SHEET 55 OF 77 / CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT �------------�-------------------�-------�-------------------------------�-�--�----------------�--�-------�-----------------�-----�(J) -·--=1 -1 =II 111 TOLL FREE 1-800-227-2600 'O· LAIVso ~· .. 0~ ' ~ t. () lir~' . :.: m - -; ,.,., ~ I I 11J11 ill ,r-'-',,r-,,.ill~e'-'11 saJ. -1m 11-1' ~,,,_, (i)- I o c -.I -r I '<'='ll II RECORD DRAWINGS These Record DravVings have been prepared based on information submitted, in part, by others. While this information is bel ieved to be reliable, City of Newport Beach is not responsible to its accuracy, nor for errors or omissions wh ich may have been incorpor;;,ted into these plans as a resu lt C: 0 ~ E N ./ <J) 0 0 D st ./ a, C ,,, ~ 0 [l_ kl co 1----------------------~--------tw I . PLANTING NOTES: I.PRIOR TO BIDDIN<S, C.ONTRAC.TOR SHALL VISIT SITE AND BEC.OME FAMILIAR Y'IITH C.ONDITION5 UNDER Y'IHIC.H Y'IORK SHALL BE DONE. 2.C.ONTRAC.TOR SHALL REVIEY'I PLANTIN<S 5PEC.IFIC.ATION5 BEFORE BE<SINNIN<S Y'IORK. B.ALL Y'IORK Y'IILL BE IN AC.C.ORDANC.E Y'IITH THE REQUIREMENTS OF THE <SOVERNIN<S A6ENC.IE5. 4.C.ONTRAC.TOR SHALL NOTIFY OY'INER'5 REPRESENTATIVE OF ANY Dl5C.REPANC.IE5 IN THE EXl5TIN6 C.ONDITION5 OR Y'IITHIN THE PLANS PRIOR TO BE<SINNIN<S Y'IORK. 5.C.ONTRAC.TOR SHALL DETERMINE THE LOC.ATION AND DEPTH OF ALL SITE UTILITIES PRIOR TO C.ON5TRUC.TION. NOTIFY OY'INER'5 REPRESENTATIVE OF ANY Dl5C.REPANC.IE5 IMMEDIATELY. 6.THE C.ONTRAC.TOR SHALL BE HELD RESPONSIBLE FOR ANY REPAIRS MADE NEC.ESSARY THROU<SH THE AC.TION5 OR NE<SLl<SENC.E OF HIS C.REY'I. 1.C.ONTRAC.TOR SHALL NOTIFY OY'INER'5 REPRESENTATIVE FOR IN5PEC.TION AT FOLLOY'IIN<S TIMES, UNLE55 OTHERY'll5E DIREC.TED: -MAINLINE PR.E55UR.E TEST. -IRRl<SATION C.OVERA<SE, PRIOR TO PLANT PLAC.EMENT; -PLANT APPROVAL AND 5POTTIN6 PRIOR TO PLANTIN<S; -PRE-MAINTENANC.E APPROVAL; -P05T-MAINTENANC.E APPROVAL/ FINAL APPROVAL. 8.THE MAINTENANC.E PERIOD SHALL BE "!O C.ALENDAR DAYS AND SHALL INC.LUDE THE SC.OPE OF Y'IORK A5 DEFINED IN THE5PEC.IFIC.ATION5. MAINTENANC.E PERIOD SHALL C.OMMENC.E UPON Y'IRITTEN NOTIC.E BY OY'INER'5 REPRESENTATIVE, Y'IHEN ALL IRRl<SATION II LAND5C.APE 15 100% C.OMPLETE. "!. C.ONTRAC.TOR 15 RESPONSIBLE FOR MAINTAININ<S ALL AREAS IN A Y'IEED AND DEBRIS FREE C.ONDITION THROU<SHOUT THE MAINTENANC.E PERIOD. 10.OY'INER'5 REPRESENTATIVE SHALL APPROVE ALL FINISH <SRADIN<S PRIOR TO PLAC.EMENT OF ANY PLANT MATERIAL. II.PLANT 5YMBOL5 TAKE PR.EC.EDENT5 OVER PLANT QUANTITIES 5PEC.IFIED. Y'IHER.E SHRUB 5YMBOL5 ARE MA55ED, C.ONTRAC.TOR SHALL MAINTAIN A C.ON5I5TENT ON C.ENTER, TRIAN<SULAR 5PAC.IN6 A5 5PEC.IFIED IN LE<SEND. C.ONTRAC.TOR SHALL VERIFY PLANT TOTALS FOR BID PURPOSE. 12.PERC.OLATION TEST SHALL BE C.ONDUC.TED PER C.ITY OF "NEY'! PORT BEAC.H REQUIREMENTS II A5 FIELD/SOIL C.ONDITION5 REQUIRE). lo. ALL ROC.K5 AND DEBRIS THREE INC.HES (B") AND LAR<SER SHALL BE REMOVED FROM PLANTIN<S AREAS AND FROM THE SITE. 14.PRIOR TO PLANTIN<S, ALL IRRl<SATION 5Y5TEM5 SHALL BE FULLY OPERATIONAL AND ALL PLANTIN<S AREAS SHALL BE THOROU<SHL Y Y'IATERED. 15.SHRUB AND <SROUNDC.OVER MA55 QUANTITIES AND/ OR 5PAC.IN6 ARE 5HOY'IN ON PLANS. PLANTS SHALL BE INSTALLED Y'IITH TRIAN<SULAR 5PAC.IN6. 16.PLANT MATERIAL SHALL BE <SROY'IN UNDER C.LIMATIC. C.ONDITION5 SIMILAR TO THOSE OF THE PROJEC.T SITE. 11.PLANT MATERIAL MAY BE R.EJEC.TED AT ANY TIME BY THE OY'INER'5 REPRESENTATIVE DUE TO C.ONDITION, FORM OR DAMA<SE BEFORE OR AFTER PLANTIN<S. 18.ALL TREES Y'IITHIN 5' OR LE55 OF HARD5C.APE AREAS (Y'IALL5, C.URB5, ROADS, BROY'! DITC.HE5, DRAINA<SE 5TRUC.TURE5, ETC..) SHALL BE INSTALLED Y'IITH A 24" MIN. ROOT BARRIER SHALL BE INSTALLED PARALLEL TO HARD5C.APE 5URFAC.E FOR A Dl5TANC.E OF 12' FROM THE C.ENTER LINE OF THE TR.EE TRUNK IN BOTH DIREC.TION5, OR A5 INDIC.ATED ON PLAN. ROOT BARRIERTO BE MF<S BY 'BIO-BARRIER' OR APPROVED EQUAL. BARRIERS ARE TO BE INSTALLED PER MANUFAC.TURER'5 5PEC.IFIC.ATION5. I"!. AT C.OMPLETION OF MAINTENANC.E PERIOD, APPLY C.OMMERC.IAL FERTILIZER (5-6-6) AT 2LB5/ 1,000 SQ. FT. AND Y'IATER IMMEDIATELY Y'IITH A THROU<SH IRRl<SATION C.YC.LE. 20.SOIL AMENDMENTS 5PEC.IFIED ARE FOR BIDDIN<S PURPOSES ONLY. AC.TUAL TYPES AND QUANTITIES Y'IILL BE BASED ON SOIL ANALY5I5 PROVIDED BY THE C.ONTRAC.TOR. AFTER ROU<SH <SRADIN<S, SOIL 5AMPLE5 SHALL BE TAKEN FROM ENOU<SHLOC.ATION5 ON THE SITE TO REPRESENT AN ADEQUATE C.R055 5EC.TION OF C.ONDITION5. ANALYSES SHALL BE PERFORMED BY A QUALIFIED SOIL LAB. C.ONTRAC.TOR SHALL FOLLOY'I TE5TIN6 PROC.EDURE5 A5 DEFINED BY THE C.ITY NEY'! PORT BEAC.H. TE5T5 SHALL INC.LUDE, BUT NOT BE LIMITED TO, TE5T5 FOR SOILFERTILITY, A<SRIC.UL TURAL SUITABILITY, LEAC.HIN<S, AND MAINTENANC.E FERTILIZATION. C.ONTRAC.TOR SHALL FURNISH OY'INER'5 REPRESENTATIVE Y'IITH A C.OPY OF TEST R.E5UL T5 AND R.EC.EIVE Y'IRITTEN APPROVAL FOR AMENDMENTS PREPARATION PRIOR TO INSTALLATION. MIX FOR SHRUB AREAS: PLANTIN<S AND BAC.KFILL MIX FOR PLANT PITS SHALL BE A5 FOLLOY'-15 PER C.UBIC. YARD, -100% OF NATIVE SOIL -2" TOP PR.E55IN6 OF NITROHUMU5 OR APPROVED EQUIVALENT -16 LBS <SRO-POY'IER PLUS -2 LBS FERROUS SULFATE THOROU<SHL Y BLEND THE ABOVE AT A C.ENTRAL ON-SITE LOC.ATION PRIOR TO USE. THE FERROUS SULFATE SHOULD NOT C.ONTAC.T PAVIN<S 5URFAC.E5 A5 5TAININ6 Y'IILL RE5UL T. MIX FOR TURF AREAS: SOIL AMENDMENTS BID MIX SHALL BE THE FOLLOY'IIN<S PER 1000 SQUARE FEET, -6 C.U YARDS NITRO<SEN STABILIZED OR<SANIC. AMENDMENT-20 LBS EXPAND HUMUS BASED SOIL C.ONDITIONER Y'IITH MIC.RONUTRIENT5-100 LBS OF 6YP5UM "SOIL PREP" TO BE MIXED INTO THE TOP 8" OF SOIL THROU<SHOUT THE SITE 21.C.ONTRAC.TOR SHALL IMMEDIATELY UPON THE AY'IARD OF THE C.ONTRAC.T, ORDER, LOC.ATE AND PURC.HA5E (OR HAVE HELD) ALL PLANT MATERIAL REQUIRED BY THESE PLANS AND 5PEC.IFIC.ATION5. 22.PLANTIN<S BEDS SHALL HAVE FINISHED 6RADE5 SMOOTHED TO ELIMINATE PUDDLIN<S OR 5TANDIN6 Y'IATER. C.ONTRAC.TOR SHALL MAINTAIN A MINIMUM 2% DRAINA<SE AY'IAY FROM BUILDIN65 AND PAVIN<S INTO DRAINA<SE 5TRUC.TURE5 OR TO STREET SEE EN<SINEER'5 <SRADIN<S AND DRAINA<SE PLANS. C.ONTRAC.TOR SHALL NOTIFY OY'INER IMMEDIATELY OF ANY C.ONFLIC.T5 IN MAINTAININ<S DRAINA<SE. 2B. SEE EN<SINEER'5 PLAN FOR LAYOUT OF ALL C.UR85, Y'IALL5, RETAININ<S Y'IALL5, UTILITIES, SITE <SRADIN<S AND DRAINA<SE.ALL PLANTIN<S SHALL BE <SUARANTEED THROU<SHOUT THE MAINTENANC.E PERIOD. 24.C.ONTRAC.TOR SHALL REVIEY'I PLANTIN<S INSTALLATION DETAILS PRIOR TO BE<SINNIN<S Y'IORK. 25.UNDERPLANT ALL TREES Y'IITH THE ADJAC.ENT SHRUB AND/OR <SROUND C.OVER A5 INDIC.ATED BY THE PLANS. PLANTS SHALL BE INSTALLED Y'IITH TRIAN<SULAR 5PAC.IN6. PLANT <SROUND C.OVER5 TO Y'IITHIN 12" OF TREE TRUNKS OR SHRUB 5TEM5. 26.PRIOR TO PLANTIN<S, IRRl<SATE ALL PLANTIN<S AREAS NORMALLY FOR TY'IO Y'IEEK5 TO <SERMINATE Y'IEED5. APPLY C.ONTAC.T HERBIC.IDE TO Y'IEED5 ONLY PER MANUFAC.TUR.ER'5 REC.OMMENDATION5. REPEAT Y'IEED ABATEMENT PROC.E55 FOR ANOTHER TY'IO Y'IEEK5. 21.TREE TRUNK PROTEC.TORS SHALL BE INSTALLED AT ALL TREES LOC.ATED IN LAY'IN AREAS. 28.PLANTIN<S FERTILIZER SHALL BE NATURE SAFE 5-6-6 OR C.ITY APPROVED EQUAL. 2"!. FLATS AND I <SALLON <SROUNDC.OVER MATERIALS SHALL BE PLANTED TO Y'IITHIN 12" OF ADJAC.ENT SHRUB 5TEM5. BO. UNLE55 C.ALLED OUT A5 DEC.OMP05ED <SRANITE, ALL SHRUB BEDS SHALL HAVE A B INC.H THIC.K MULC.H LAYER. FINISH 5URFAC.E SHALL BE 1.0 (ONE) INC.H BELOY'I ADJAC.ENT PAVIN<S OR A5 5PEC.IFIED IN PARKY'IAY DETAILS. "MULC.H" SHALL BE BARK MULC.H FROM ONE OF THE FOLLOY'IIN<S 50URC.E5, SHREDDED FIR OR SHREDDED C.EDAR. RATES A5 5PEC.IFIED ON PLANS. MULC.H SHALL BE FREE OF 5TIC.K5, 5TONE5, C.LAY OR OTHER FOREl<SN MATERIAL. C.ONTRAC.TOR SHALL SUBMIT SAMPLE TO C.ITY'5 REPRESENTATIVE FOR APPROVAL PRIOR TO INSTALLATION. Bl. ALL PLANT MATERIAL SHALL MEET MINIMUM STANDARDS SET BY THE AMERIC.AN A550C.IATION OF NURSERYMAN AND THE C.ITY OF NEY'IPORT BEAC.H. B2. TREE 5TAKE5 ARE NOT TO C.OME INTO C.ONTAC.T Y'IITH THE TREES, AND SHALL BE INSTALLED ON THE Y'IINDY'IARD SIDE. BB. DETERMINE THE LOC.ATION OF ALL UNDER<SROUND UTILITIES PRIOR TO THE INITIATION OF ANY Y'IORK. ALL Y'IORK SHALL BE PERFORMED IN A MANNER Y'IHIC.H Y'IILL AVOID POSSIBLE DAMA<SE TO UTILITIES. HAND EXC.AVATE A5 REQUIRED. B4. TREES TO BE PLAC.ED IN TR.EE 6RATE5 SHALL BE C.ENTERED IN THE C.UTOUT AND SHALL BE OF UNIFORM HEl<SHT AND FORM. BS. ROOT BARRIERS TO BE PROVIDED PER THE ADVIC.E OF THE C.ITY'5 PROJEC.T MANA<SER. ob. PRIOR TO PLANTIN<S PLANT LAYOUT MUST BE APPROVED BY C.ITY REPRESENTATIVE AND/OR LAND5C.APE ARC.HITEC.T. B1. ALL 5HRUB5 PLANTED 18" AY'IAY FROM 5IDEY'IALK5 BAC.K OF C.URB5. SEE SHEET L-I5 FOR PLANTIN<S LE<SEND SEE SHEET L-I6 FOR PLANTIN<S DETAILS C-8020-6 0 0 Q_ <D 0 N� N N '--CT) CTl 0 o; "' 'O >-' []" 0 [)._ [)._ :::, (J) Cl z F z <( _J [)._ st N CTl (I) o; 'O L (I) > <( L 0 i---------------,--------------------,--------,---------------------------------,---,-----,----------------,----.=,-,,-:::,,:::---------r-------------------------l� REVIEWED: o_ DIAL BEFORE YOU DIG TWO WORKING OAYS BEFORE YOU DIG A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT ADL PLANNING ---� ASSOCIATES--�-�, DAlE: 9-20-2022 JOB NO: ---------SCALE: LAND PLANNING LANDSCAPE ARCHITECTURE DRAWN BY: CB 2979 STATE STREET SUITE "C" CARLSBAD, CA. 9 2 0 0 8 (760)729-8637 FAl:{760)729-8324 --------- DE DOKKEN EN BINEERIN B 14CIO l'RAZiE ROAD SDlTI! 100 SAN DIEGO, CA 98108 (858) 514-8S7'1 �� SENIOR CIVIL ENGINEER 1-----t----+----------------+---- --l DATE 9-20-2022 NO. DATE DESCRIPTION OF REVISIONS APPROVED PLANTING NOTES ; SUPERIOR AVE PEDESTRIAN/BICYCLE BRIDGE � AND PARKING LOT L-17 f1--------------------.---------lc.': CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-7008-S o1---------1 []" [)._ SHEET 56 OF 77 / �------------�---------------------'----------'----------------------------------'---L------1----------------..L._--..l.._----------1..-----------------_J----=-:=--------=-_:__J(J) TOLL FREE 1-800-227-2600 'O· LAIVso ~· .. 0~ ' ~ t. () lir~' . :.: m - -; ,.,., I RECORD DRAWINGS These Record Drawings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Nevvport Beach is not responsible to its accuracy, nor for errors or omissions y,k,ich may have been incorporated into these plans as a result I C: 0 ~ E N ./ <J) 0 0 D st ./ a, C -" ~ 0 Q_ kl co :, -N 1 0+00.00 Elev = 32.50' 10+15.50 BB Elev = 32.65' +2 .40% 12+36.23 BVC Elev = 37.95' 12+27.50 EB Elev= 37.74' 30' vc 12+66.23 EVC Elev = 37.98' -2. 20%+0.98%RIC --15.333% /Sta BB PROFILE GRADE NO SCALE TOTAL LENGTH -212'-0" MEASURED ALONG "S" LINE SEGMENTAL WALL 1, SEE "RETAINING WALL" PLANS .. ------------------------- EB -- - o __ G _\__ :,T _/ __ ,, __ \_ FG ,,,' : �78"¢ CI DH ���:RECTI�HPILE��:-'1" __,_,,,�cc::::::=::±==�� _ __:E=iL_,,,=;;c ���---1=__...._J'==--� �=�--✓✓---✓ -Ab�;:! 2 CONCRETE PILE 18'-3" Min VERTICAL CLEARANCE DATUM ELEV --10.00' 10+00 10+50 11 +00 11+50 12+00 12+50 ELEVATION 1"=20' > um m -(/) <( u m0 -z"SW" LINE ->-m Us: __J ->-<CI <( u s: EXIST TOE OF SLOPE SEGMENTAL RETAINING WALL (BOTTOM FACE) w :::J z w > <( Q f---WV) <( oo f---u m <( Q s: w 0 f---D 2 I (/) <( 0 / EXIST STAIRS (TO REMAIN) EXIST TOP OF SLOPE SEGMENTAL RETAINING WALL (TOP FACE) C)C) Q 0 -Q w Q :::J u � 8 1ANEi f1KEi f WINGWALL, TYP "-"S" LINE n C)'-+---Ji--------'=-----,------------+---____::::,_------=--�=---,.,------,---------+--------+�--�----I v 1 0+50 11 +00 N39° 1 8'1 9"W 11 +50 1 2+00 10+00 "S" LINE = 20+00 "SW" LINE 10+00 BB 10+15.50 Elev = 32.65' 1 0 ' -8 " ± , s e e-Al-.__.,t...i "GRADING rr I) PLANS" LI EB 12+27.50 Elev= 37.74' -0 CAST-IN-PLACE PRE STRESSED CONCRETE BOX GIRDER ARCH RIB ARCH RIB CAST-IN-PLACE PRES TRESSED CONCRETE BOX GIRDER RECESS FOR LIGHTING, TYP. SEE "UTILITY AND LIGHTING" PLANS 5'-6" MAX 2'-0" MIN 4' EXIST SIDEWALK (TO REMAIN) ARCH RIB CAST-IN-PLACE PRES TRESSED LG NOTES: 1.STAIRWAY SPAN SH ALL BE CONSTRUCTED AFTER BRIDGE IS CAST PLAN 1"=20' EXIST CONCRETE DITCH (TO REMAIN) EXIST SIDEWALK (TO REMAIN) CONCRETE BOX GIRDER 3'-0" 3'-0" 3'-0" OR 90 DAYS AFTER EMBANKMENT IS PLACED, WHICHEVER IS GREATER.REVIEWED: & 4/4/23 REVISED RETAINING WALL LAYO UT REVIEWED: DOKKEN RO B BURNS / r 1 8'-0" 6'-0" PG 0. 50% J 6'-4" 6'-0" 3'-0" ' I "S" � LINE 2 '-0" [,+\+--� 0. 50% - <.D I 6'-4" CABLE RAILING (BRIDGE), Typ SECTION A-A l/4 " = 1 , -0" 18'-o" 6'-0" 6'-0" ' I'r"S" LI NE PG 0.50% 0.50% - <.D I - <.D I 6'-4" 6'-4" SECTION B-B 18'-o" 3'-0" J3 1 6'-0" 6'-0" 3'-0" ' i.,..---" S" L I NE CABLE RAILING 4'-0" (BRIDGE), Typ PG VARIES [ ,-4-4----� __ 0.50% 0.50% - <.D I 6'-4" 6'-4" SECTION C-C J3 (/) w 0:: <( GENERAL PLAN C-8020-6 SUPERIOR AVENUE PEDESTRIAN/ BICYCLE LEGEND: RSE 6289 ANDY TRAN RCE 63670 BRIDGE AND PARKING LOT S-1 � Point of min ve,t cleo,once 1460 FRAZEE ROAD SUITE 100 EN131NEERINl3 SAN DIEGO. CA 92108 (BM) :'.i14-8377 DESIGN ENGINEER'S NAME DESIGNED: DRAWN: 1---:--'-'c:J.:':--NO=,',TT=N:..:..:AG=EL+-::-c-=:-'Kc:...·-=-:DA-"-'N"-IG ----l-------l----------------1---------lDATE __ 9/�2�/2_2 __CHEC KED: DATE: M.MAECHLER 9 2 22 NO . DATE DESCRIPTION O F REVISIO NS APPRO VED CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-7008-S SHEET 57 OF 77 r r ~OEOF \ \ SLOPE l/) a ___J DE I RECORD DRAWINGS These Record Dravvings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible to its accuracy, nor for errors or omissions VYhich may have been incorporated into these plans as a result. 1 2+:iO ~ I N /I \ t ~~1 I_ 0 II 3L J3 1 1 .... ---.. i-----------------------<-i Lf"l J_ 1 > 2645-d-dc01.dgn 9/19/2022 12:12:52 PM 'L Abut 1 --------.J I X X X I I") I") 10+00 vi vi I X X CALTRANS STANDARD PLANS DATED 2018 Sheet No. A10A A10B A10C A10D A10E A10F A10G A10H A62B A62C Title ABBREVIATIONS (SHEET 1 OF 2) ABBREVIATIONS (SHEET 2 OF 2) LINES AND SYMBOLS (SHEET 1 OF 3) LINES AND SYMBOLS (SHEET 2 OF 3) LINES AND SYMBOLS (SHEET 3 OF 3) LEGEND SOIL (SHEET 1 OF 2) LEGEND -SOIL (SHEET 2 OF 2) LEGEND -ROCK LIMITS OF PAYMENT FOR EXCAVATION AND BACKFILL BRIDGE SURCHARGE AND WALL LIMITS OF PAYMENT FOR EXCAVATION AND BACKFILL BRIDGE >.---STANDARD PLAN SHEET NO. NOTES: 1. Contour-inter-vol is 0.1 O' 2. Contou,s do not include camber-, fa I sewo,k sett I ement, o, a I I owance fo, deck g,inding and g,ooving 3. See Specifications fo, falsewo,k ,equi,ements X Denotes 10' inter-val along station line INSIDE FACE OF CONCRETE BARRIER LEFT EOD X X X X X X X X X X X X I I 'SJ-(i) I") I") 9' 0" 11 +00 9' 0" 11 +50 vi vi vi .I> U7 (5) I X X X X X X X X X X X X INSIDE FACE OF RIGHT EOD CONCRETE BARRIER PLAN INDEX TO STRUCTURE PLANS 1" = 10' FG SHEET NO. TITLE S-1 S-2 S-3 S-4 S-5 S-6 S-7 S-8 S-9 S-10 S-11 S-12 S-13 S-14 S-15 S-16 S-17 S-18 S-19 S-20 s-21 GENERAL PLAN DECK CONTOURS FOUNDATION PLAN ABUTMENT 1 LAYOUT ABUTMENT 2 LAYOUT ABUTMENT DETAILS 78" DIAMETER CIDH PILE DETAILS ARCH GEOMETRICS CONSTRUCTION SEQUENCE TYPICAL SECTION GIRDER LAYOUT BRIDGE REINFORCEMENT NO. 1 BRIDGE REINFORCEMENT NO. 2 BARRIER GEOMETRICS BRIDGE RAILING DETAILS STAIRWAY DETAILS NO. 1 STAIRWAY DETAILS NO. 2 LOG OF TEST BORINGS 1 OF 4 LOG OF TEST BORINGS 2 OF 4 LOG OF TEST BORINGS 3 OF 4 LOG OF TEST BORINGS 4 OF 4 OG 1 ' -O" SECTION AT WINGWALL ELEVATION ~ STRUCTURE EXCAVATION ™ STRUCTURE BACKFILL LIMITS OF STRUCTURE EXCAVATION AND BACKFILL No Scale i---CIDH PILE, Typ STRUCTURAL CONCRETE, BRIDGE, SEE "PRESTRESSING NOTES" ON "POST-TENSION DETAILS" SHEET ~ STRUCTURAL CONCRETE, BRIDGE (f'c = 3.6 KS!) 11111111111111 CAST-IN-DRILLED-HOLE CONCRETE (f'c = 5.0 KS!) CONCRETE STRENGTH AND TYPE LIMITS No Scale DOKKEN ENGINEERING REVIEWED: RECORD DRAWINGS These Record Drawings have been prepared based on information submitted, in part, by others. While th is information is believed to be reliable, City of Newport Beach is not responsible to its accuracy, nor for errors or omissions \Mlich may have been incorporated into these plans as a resu lt. ROB BURNS RSE 6289 DESIGN ENGINEER'S NAME DESIGNED: DRAWN: X I I'--. I") 12+00 vi -l X (L Abut 2 --------.J I ' I ' X x! X X I I ~Cb "S" L !NE 12+50 X X X X FG GENERAL NOTES LOAD AND RESISTANCE FACTOR DESIGN DESIGN: AASHTO LRFD B,idge Design Specifications, 8th Edition with Col ifo,nio Amendments, p,efoce doted November-2019. SEISMIC DESIGN: Calt,ons Seismic Design C,ite,ia (SOC), Ve,sion 2.0 dated Ap,i I 2019. DEAD LOAD: Includes 0.035 ksf fo, futu,e wea,ing su,face LIVE LOAD: H10 and 90 psf Pedest,ian Live Load SEISMIC LOAD: Soi I p,ofi I e : Vs30 = 771 ft /s Moment Magnitude : 6.6 1 . 4 ~ Q) 1 0 2 ~ I C 0 1 0 0 +- 0 \._ 0.8 (]) - (]) u u 0.6 <1: -0 0.4 \._ +-u (]) 0.2 0. V1 0.0 0.0 REINFORCED Peak Rock Accele,ation = 0.48g 5% Damping ~ \ I\ \ "' ~ ' I~ ~r------.._ 0.5 1 . 0 1 . 5 2.0 2.5 3.0 3.5 Pe, i od ( sec) ARS CURVE CONCRETE: fy -60 ksi - f' -3.6 ksi -C n -8 - REVIEWED: 4.0 4.5 DECK CONTOURS 5.0 C-8020-6 SUPERIOR AVENUE PEDESTRIAN/ BICYCLE BRIDGE AND PARKING LOT S-2 1450 FRAZEE ROAD SUITE 100 SAN DIEGO, CA 92108 (858) 514-8377 J. NOTTNAGEL K. DANG DATE 9/2/22 1--cC=HME~C~-=-=~-=--~Cc__cH L=ER't-::--cDA-:::TE:--: ~9~2~2 7 2 1--NO-. +--D-A T-E -1--D-ES-CR-I P-TIO_N_O_F -RE-VI-SIO_N_S --------1-A-PP-RO-V-----IED CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-7008-S SHEET 58 OF 77 "' 0) . . � ..___. .. C) -- V) N: 2174518.06 10+00 E: 6047649.94 SPREAD FOOTING DATA TABLE Load And Resistance Facto, Design (LRFD) Se,v ice St,ength Ext,eme Event Support Pe,missible Net Focto,ed G,oss Focto,ed G,ossLocation Contact St,ess Nominal Beo,ing Norn i no I Beo,ing( Sett I ement) Resistance Resistance ( ksf) cpb = 0.45 ( ks f) cpb = 1.QQ ( ks f) BTM OF STAIRWAY 1 . 0 5.0 1 1 . 1 TOP OF STAIRWAY 1 . 0 5.0 1 1 . 1 NOTE: 1.Vibration monitoring required at Abut 2 if Contractor elects to d,ive tempo,o,y cosing fo, pile instol lotion. "' ,___I� --, 1' ' LEGEND: Denotes bottom of footing e I ev I \ , 1 Denotes 78" 0 CIDH piles \ I ' I '/ 1460 FRAZEE ROAD SUITE 100 DOKKEN EN131NEERINl3 SAN DIEGO. CA 92108 (BM) :'.i14-8377 PLAN 1" = 10' SUPPORT LOCATION PILE TYPE Abut 1 78" 0 CIDH Abut 2 78" 0 CIDH Notes: ' I ' i ' i I '' I PILE DATA TABLE NOMINAL RESISTANCE (KIPS) COMPRESSION TENSION 1360 0 1360 0 1.Design tip elevations o,e cont,ol led by: DESIGN TIP ELEVATIONS (FT) (NOTE 1) -43 ( 1 )NIA ( 2)-70 ( 3)-1 4 ( 4) -41 ( 1 )N/A ( 2)-34 (3)-9 ( 4) -------------- I I I X / ,/ // / / / ,// (] / // L--� SPECIFIED TIP ELEVATION (FT) (NOTE 2) -70 -41 + / // / // (1)Comp,ession, (2) Tension, (3) Settlement, and (4) Lote,ol Loads. 2.The Specified Tip Elevations shol I not be raised. REVIEWED: & ROB BURNS RSE 6289 DESIGN ENGINEER'S NAME DESIGNED: DRAWN: 4/4/23 REVISED RETAINING WALL LAYOUT REVIEWED: ANDY TRAN RCE 63670 1--J._N _OT _TN _A _GE_Lt--_K_. _DA_N_Gt-----+----+----------------+------l DA TE 9 /2/22 CHECKED: DATE: M.MAECHLER 9 2 22 NO.DATE DESCRIPTION OF REVISIONS APPROVED C-8020-6 FOUNDATION PLAN SUPERIOR AVENUE PEDESTRIAN/ BICYCLE BRIDGE AND PARKING LOT CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT S-3 R-7008-S SHEET 59 OF 77 q; I I I I ~ ___, C?_ / s VJ /; I I I DE I I I I I II s II L !NE N39° 1 8'1' 9"W,,, 11 +50 I I RECORD DRAWINGS These Record Drav;,;ngs have been prepared based on information submitted, in pa rt, by others. While th is information is believed to be reliable, City of Newport Beach is not responsible to its accuracy, nor for errors or omissions vvhich may have been incorporated into these plans as a result / ' ' I / I I I I I I ! ' ! I ' i I ' / I i ' I ' ' I ! I I I I : I ' I \ ' \ "\ \ \ ' \ ----------,---------___ -- / ,// ~ / I \ 4" PCC PEDESTRIAN CONCRETE,------SEE SP-2 SHEET CABLE RAILING (BRIDGE) - / I I I I �CG_ CIDH PILE I ' ----"""1---------I -' ' ' \ \ \ "S" LINE CG_ C I D H P I L E �I --- BB -CG_ ABUT 1 CABLE RAILING (BRIDGE) 4 ' -0" 4'-0" LIMITS OF TOP DECK & BOTTOM SLAB REINFORCEMENT ---3" --' ' ' \ \ \ +1=6 �111� @ 9" O,C, 1'-0" \ -SEGMENTAL I \ I \ \ RETAINING WALL I -(TOP FACE), SEE \ :::ts;::==t=:!:::::'.s;;::t:::::;====�----t--------r------------1�----;--=---=---=--=i-�tt::�_.___::t�---=----t=;-1-, - - - -L t Abut 1 - CG_ PILE 8JOINT 11 SEAL MR 1/z''-+1=8 Tot 1 2 +1=5 I 7 @, 12" O,C, I / I/ J ALTERNATE HOOKS I J +I= 12" O,C, "RETAINING WALL" PLANS - SEGMENTAL RETAINING WALL ( BOTTOM FACE), SEE"RETAIN[NG WALL" PLANS 4 ' -0" CABLE RAILING (BRIDGE),TURN 90 °AND ALlGN W/ CABLE RA!LlNG (BRIDGE) 6" MAX--j r- ' +---- I I / -- I I I CONCRETEARCH 9'-0" 8'-6" CONCRETEARCH 9'-0" 8'-6" \ \ \ \ ' ' - 1 2'-6" 1 2'-6" ABUTMENT 1 PLAN ¾" = 1 '-o" I � "S" LINE ' ----..- ====;:z�===1 r"'-''--;------"--,----�._, ELEV,=22,50' : : I : . '"-----,------ -- ----�---····-' ' i : -� -- -.. : .. -.. <-------------,-----' , ' ----,. \ \ \ \ I I I I I \ ✓------------.... ' ' I I I I I I I _____________ I ----------1 �CONCRETE � i A R C H r -----------..._ I \ I I I I I I I _____________ I I I I I I I I I I ,---/ CONCRETE --------L A R C H : --------., .---t-_B _0-_3------1 WEEP HOLE, Typ 0 I I -------------------- - SEE "DETAIL A" 1'-0" / Typ -- 4 ' -O" 4" PCC PEDESTRIAN CO OVER BACKFILL, SEE S SEGMENTAL RETA[NING WALL (TOP FACE), SEE "RETAININGWALL" PLANS SEGMENTAL RETAINING WALL(BOTTOM FACE), SEE "RETA[NING WALL" PLANS SEE SHEET S-6 FOR RETURN WALL DETAILS fu -n I' N n SEE " - 1 SHEET co NCRETE P-2 SHEET '� L' Y' ' 3'-0" +1=4 +1=4c @ 12"0,C, CONSTRUCTION JOINT +1=8 @ 6" O,C, @, 6" O,C, (BUNDLED), ABUTMENT DETAILS" z 4" Cl,Typ +1=9 8 CABLE RAILING (BRIDGE),+ + LJTOT TURN 90°AND ALIGN WICABLE RAILING (BRIDGE) CABLE RAILING TYPE A,SEE RW-10 SHEET, FG -n i \._ u --tD SEE "78" DIA PILE DETAIL PILE DETAIL METER CIDH s" SHEET FOR BB 1 '-0" ------------ TOT I • • • '• • ' • --••� -- ---'---; I BOTH WAYS rw / r------ I I I • 'I / �� I \1/ fa-_ 4 I -v I ... ----------+I= I --rv I I I }\ I I 4 I I I I � I I k I I I •I I I � I I � /I I I .,_.. V - - I ' ----- -- ./ - - - ,/ --- - I --I' I' ' I I -i � -' n-' ' -� l--+---I --l-Y I ' I ---1-::::1_ -' I I ! I I I ---V-vi -' I' I' I \ "--/'-_,, - - • ,--C-------'c----c-----c---/ e, .. J--' c---- c---/ i------4 V ---c-I------i-----. --c- I-----'/f---L----• --c-v --l-,----k,---\ -------r -- I/ '-"" --------------w 4'-0" 4'-0" 8'-o" �'7 .---- ,-___:..., ----::::::: :::::::-;:::::--\ ----:::::::-i----------i---1-----I\ -------___ 1---i----i-----i----i-------i----L----------i----'7 ------vi-----L--------------------.__ vVi----i----K _-L----l)s ----- K-c---c---_-V vi---- � ----r--1----- c--- c---vV r--� -_-r--i----1:::::== b � ----r----------� -..---::::------�=---:::--- +1=5 I 7 ALTERNATEBOTH WAYS _____ £0G ------- FG @, 1 2" O,C,HOOKS ------------ " CHAMFER, Typ 4 x 2'-0" @ 12" O,C,+1=4 x 18'-0" @ 12" O,C, =Fl:4 @ 12" O,C, ,z FOR ARCH REINFORCEMENT, SEE"BRIDGE REINFORCEMENT N0,2" SHEET ABUTMENT 1 TYPICAL SECTION FG ELEV,=22,50' ': • • • • • • • r • • • • • C • • • • • ' •• "" •r."" ••'••-••• •-a•"""" L ••• "•; •••• • - co -n 1� ½" = 1 '-0" 1 Notes: See "ABUTMENT DETAILS" Sheet Fo,"Section W-W", See "78" DIAMETER CIDH PlLE DETAILS" Sheet Fo, "SECTION Z-Z", : .· . : -,+--____.L------�--------+--------�-------+---+ '·····-----.-........ -----..... ____ , -... - ' ' ' ' ' ' ' ' ' • � ' , I i : I I I I I I ABUTMENT 1 ELEVATION ¾"-1'-0" 1460 FRAZEE ROAD SUITE 100 .. -------------, ---------·----, ----------. -----, -------·-····-, -----. -----; - -... ' ' ' ' ' ' ' ' ' .. -------------, ---------····-, ----------. DOKKEN EN131NEERINl3 SAN DIEGO. CA 92108 (BM) :'.i14-8377 +1=4 TOT 4 ------ @ 12" O,C, ------ • -i----+1=5 x 1 '-9" GALVDOWEL@ 12 DETAIL A 1 1/2'' =1 ' -0'' REVIEWED: & ROB BURNS RSE 6289 DESIGN ENGINEER'S NAME DESIGNED: DRAWN: 4/4/23 REVISED RETAINING WA LL AND RETURN WAL L LAYOUT REVIEWED: ANDY TRAN RCE 63670 1---J. _N_OT_TN_AG_E-+L __ K_. D_A_NG-1-------je-----+----------------+-----l DA TE 9 /2/22 CHECKED: DATE: M.MAECHLER 9 2 22 NO. DATE DESCRIPTION OF REVISIONS APPROVED C-8020-6 ABUTMENT 1 LAYOUT SUPERIOR AVENUE PEDESTRIAN/ BICYCLE BRIDGE AND PARKING LOT CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT S-4 R-7008-S SHEET 60 OF 77 EXTEND RETURN WALL BELOW RETAINING WALL;---- SEE "RETAINING WALL" PLANS / \ I ~-\---i--_l -, ----------, +1 I 16" MAX -----,-------·------, -----·-----, --... ' ' ' ' ' ' ' ' ' -----·-----------·--·····-·····-··· -----CIDH PILE 3'-0" C DE 1' "' en I \ ~ - -- ' I ,- ,,--- I I \ I ) ) I ' ' l - y c--t-, -------j-j--ltt r=~~9-t=-1:J=4i==j~_l'1=:!~ ~!'ffl==t1-l -I - I I I -I ' - I ~ ' -~-I I I J I ' - ---- I I ' -, ,,,I I ~ --.c>- ~ -· I ' II I I I I --- ------ --------- ----:---I I -1--- 1 I • . I " I I I I I i I 1---,J ~1-I ! . I I . • ·1 I I . I , ," r I I RECORD DRAWINGS These Record Drav..ings have been prepared based on information submitted, in part, by others. While this information is bel ieved to l:e reliable, City of Newport Beach_ 1s not responsible to its accu racy, nor for errors or omissions which may have been incorporated into these plans as a result. I 2645-f-a02_lo1.dgn 9/19/2022 12:12:58 PM WWLOL 7 [Jl "S" LINE / 7 ----1~4" PCC PEDESTRIAN v-CONCRETE, SEE SP-1 SHEET (t CIDH PILE~ ',-~(t CIDH PILE I I I ,-------:--+-- - - -l-------------11-------+-------1--I ---- I ! J ,,,,----1---, -,, / ', '--. / ---i--- / / _./ I ' " / I / \ I \ \ -(I_ ---~~---·+---'_\.;...,' --------+----------,--+-----1----t-- - -'\ -_C__ / I . '" ' I I I I I I I I I I I I I I I I I I \ I I I I I , I 1 1 I 1 \ I / \ I / , I 1 ' I 1 \ I / \ I / ' I 1 ' I 1 ', I -~ ':.t-, I // , ' I / ',, I .-,.,,,,, '-.._ _.,,.,,, 4 ' -O" --i-----'------------1 I I ' I ' I ' I 12'-6" CONCRETE ARCH 9'-0" 8'-6" ABUTMENT 2 : CONCRETE__/ , i ARCH ~~~\,,-1~ ' I 9 ' -O" 8'-6" ' 12'-6" PLAN ¾"=1'-0" 4 ' -O" Q_ >-, I- - 0 I CABLE RAILING (BRIDGE), TURN 90°AT EB LIU U U I I ----, I I I I I I I I I I 1----------1 I I I I I I I I I I r-----------, r ' I I I I I I I_ --------------' ~ "S" LINE r-----------, ( \ I I I I '-------------_I I ,.--1---~B~0~-~3"--IWEEP HOLE, Typ U I U I U U I I I I I I I I I ,---- / 1----------1 I I I I I I I I FG I I --------c...--- ELEV .=31 .47' CONCRETE ARCH -7----~: __ , : I I F G = O G ~ 0 1 _, ___ _ I --------___..... I ___..... __. -----I ___..... I __ -I I ELEV.=27.15' I I I I I I I I -I 1......--- 1 __... -I 1_.---------I --I ----__.. I I ____...---I I I I I I I I I L---------..J I I I I I I I I ----1 ,,,✓ ,,,✓ , I I / '-I ( ' ) " ,.,,/', / ', ____ /✓ , _____ /✓ -----1~CONCRETE ARCH I I I I I I L---------..J I I I I I I I I I ____ I I ,, ,, , I I / '-I ( ' ) ' // ', / ', ____ /✓ ', ____ /✓ ~-CIDH PILE ABUTMENT 2 ELEVATION ¾"=1'-0" 1450 FRAZEE ROAD SUITE 100 DOKKEN ENGINEERING SAN DIEGO, CA 92108 (858) 514-8377 EB -(t ABUT 2 LIMITS OF TOP DECK & 4 ' -o" 4 ' -O" +t:5 I 7@ 12" o.c. ALTERNATE HOOKS BOTH WAYS BOTTOM SLAB REINFORCEMENT 3" @ 9" o.c. I I w ~---GRILLAGE§ 1 '-0" JOINT SEAL MR = 1/i e-, SEE "DETAIL B" 25'-0" = +1=10 I!@ 12" o.c. ~#8 Tot 1 2 \~ \ \ ,~-~~---, --4" PCC PEDESTRIAN CONCRETE / , OVER BACKFILL, SEE SP-2_ SHEET \ 4" CHAMFER, Typ • I I / 'S. OG'\,,,'/,, +1=4 X 2'-0" @ 1 2" 0 +1=4 -. C. I I I " I I / / / <X) @ 1 2" 0 . C. r------_ # 1 TOT #4 X 18'-0"@ 12" 0. C. ' "----A I ~ N I I • • CONSTRUCTION JOINT I • -• . 8 @ 6" o.c. z '---- V I/ 11 • ~-#9 □@ +I -- • 6" O.C. (BUNDLED), I"') I [.,,.,.... -1--I ,' t--1--1--. I' ,,,-r----.-~----! -I ~-1.Jt-, • ~~-1 -~ I / / / f--f----I DETAILS" ' SEE "ABUTMENT <X) • SHEET I 4" Cl, FOR ARCH REINFORCEMENT, SEE 4 .,,,~"'i_~:::J.-,,,. ,~r--i---,____,_.__".--i---_11 r--t--,~_.__ " B R I D G E R E I N F OR C E M E N T NO . 2 " _, -, --~ r-1---Ji---t--~ .1rr----tt~--t1r-----tt~""'-+k::---tt-+-1 ---tt------t1,-r--1t--tt---tt--------.t, • ,~ ~ L ', SHEET ,,---,_.__""~r----1-:--- ------ol Typ LJ~TOT #5 x 1 ' -9" GAL V -----r DOWEL@ 12 REVIEWED: ~ t---I r---r--t--I II • _---::-I---- EB "-I @ 1 2" o.c. ~ ALTERNATE HOOKS ' : : BOTH WAYS : I 1 ' -O" I I I/' '-. V ' VI .-------+-----' -~ ~~~ I w 4 ' -O" 4'-0" - <X) 8'-0" 1 ABUTMENT 2 TYPICAL 1/2" = 1 ' -0" • • ---#4 TOT 4 3'-011 ------#411 @ 12" o.c. DETAIL B 1½" = 1'-0" REVIEWED: ' ' -- :1+9 8 t ~ \._ ~i -u --<.0 ------SEE "78" DIAMETER CIDH PILE DETAILS" SHEET FOR PILE DETAILS SECTION Notes: See "ABUTMENT DETAILS" Sheet Fo, "Section W-W" . See "78" DIAMETER CIDH PILE DETAILS" Sheet Fo, "SECTION Z-Z". RECORD DRAWINGS These Record Drmvings have been prepared based on information submitted, in part by others. While this information is believed to be reliable, City of Newport Beach is not responsible to its ao::uracy, nor for errors or omissions which may have been incorporated into these plans as a result ABUTMENT 2 LAYOUT C-8020-6 ROB BURNS SUPERIOR AVENUE PEDESTRIAN/ BICYCLE RSE 6289 DESIGN ENGINEER'S NAME DESIGNED: DRAWN: J. NOTTNAGEL K. DANG DATE __ ~9/'-2,_/2_2 __ _ l---"-:___"_':.:_-'-'._'_'_'_"C-=--f-_--'-"-=~---+-----+--------------------1------i CHECKED: DATE: M. MAECHLER 9 2 22 NO. DATE DESCRIPTION OF REVISIONS APPROVED BRIDGE AND PARKING LOT CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT S-5 R-7008-S SHEET 61 OF 77 TOP OF DECK #9@ 6" O.C. INSIDE FACE (EMBED 3'-6" INTO STEM) � CABLE TOP OF BARRIER / v----------------------- ' ' " ✓-✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ --- ✓ / ✓ ✓ ✓ / RAILING (BRIDGE)\-#11.} I Tot 2 N \ - I er- rFG -'iA �' 0 / / -/ ,-L[) ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ --/ \ / 1/ --✓ \ 1//1/ / ✓ ✓ \.v ✓ ✓ V 11/ c-------¥ ---------------� @ 12" o.c.OG=FG # 5 D ✓ \� A ✓ ✓ �----------✓ ✓ / / / / �2-#5_,,--/ / V // #5 @, 1 2" o.c. OUTSIDE FACE (EMBED 1 '-6" INT i:::---✓ 0 STEM) BTM 0 F ARCH � ABUTMENT 2 WINGWALL ELEVATION fil NORTH RETURN WALL (L= 9'-0") SOUTH RETURN WALL (L= 12'-0") BB"� ABUT '\J S@ 6 o.c. #5 @, 6 0.C. I �� -co I • • • • • • ABUTMENT 1 RETURN WALL PLAN 3fs" = 1 '-0" • • ¾" = 1 '-0" _l • � 1 ' -0" # 5 @ 6 " 0 . C . ----1-t� T O P O F -------._ PILE CAP 2'-0" Min EMBEDMENT 2" Cl,Typ E #80 SE LAYOUT ""ABUTMENT SHEETS o # 6 Tot 7CABLE RAILING (BRIDGE), Typo SEE "BRIDGE RAILING DETAILS" SHEET #5 n @ 1 2" OoCo CONSTRUCTION JOI NT o'-o"1 7-#5 LOoCo, To t 49 @, 1 2" #9 LJ SEELAYOUT" SHEET "ABUTMENT s. 1 #8 HOOPS " OoC o Tot 4 SECTION B-B #9 □@ 6 (2 BUNDLES) REVIEWED: DOKKEN "" � / ' ( ROB BURNS RSE 6289 II I I II I I II I I II I I Ill II I I I Ill II I I I I 11 I Ill I 111 I I 11 I Ill I 111 I II I I 1'-0" CABLE RAILING (BRIDGE), Typo SEE "BRIDGE RAILING DETAILS" SHEET 111'<----# 5 n @ 1 2 " O o C o FG 2'-0"�#5 n@ 12" O o C o -� • • • CABLE RAILING (BRIDGE), TypoSEE "BRIDGE RAILING DETAILS" SHEET r--WWLOL - <-D --#11 1_, Tot 2 (EMBED 3'-6" INTO STEM) 2" Cl,, Typ #5 � @ 12" O o C. 4" PCC PEDESTRIAN CONCRETE, SEE SP-1 SHEET. • 2" Cl,, Typ SECTION C-C 1/2" = 1 ' -0" 111 I I II I 11 11 I •.II.1 11 11 .1 11 • • "l 11 11 ·1 11 I " . 111 11 '"I I -✓-111 11 I \\ I ·J11· I" J LI" lra "" • • • #5 @ 12" O o C o OUTSIDE FACE ---1,J (EMBED 1 '-6" INTO STEM) #9@ 6" O o C o INSIDE FACE (EMBED 3'-6" INTO STEM) #5 ----------Tot 2 (EMBED 1 '-6" INTO STEM) SECTION A-A #6 �111 SEE "ABUTMENTLAYOUT" SHEETSo ¾ " II I I I I I 11 J I 11 111 I I I I I •I ii •I ' •I I I •� •I I I • I I '. I I I I . I I 11 I I Ii I i I "I I •1 •_ 1/2" = 1 / -0" I I /11 I I j,j 11 _I w 11 I I 11 I I 11 111 I 11 111 I 11 _I I 11 111 I 11 _I I 11 111 I 11 _I ARCH REINFORCEMENT "BRIDGE , SEE NT REINFORCEME NO o 2" SHEETo II _ I _I I. J J I. I. II J II --- -- ---II L I I.I L I L I.I I.. I II.I - Ill II , Ill II -�u � ---� I I IY' II I I I ' ' / llJL--'" -------- -�� #9 I I', OoC o � @, MAX & 10/17 /22 9" ADDENDUM 1 ' I #9 {.5 / L-. I 7 SEE "ABUTMENT " ----LAYOUT" SHEETS o E &/ ',I I , 11 111 I I, I , 11 111 I ' I ' "SECTION X-X" 11 78 11 ' / #140 SEE ON / --------✓ -�-�u 'l-'� DIAMETER PILE DETAILS" SHEET. #8 HOOPS □@, •9 □@ 6" OoC o Tot 46 ( 2 3 BUNDLES) 9" RECORD DRAWINGS These Record Drav..ings have been prepared based on information submitted, in part, by others. While this information is believed to l:e reliable, City of Newport Beach is not SECTION W-W responsible to its accuracy, nor for errors or omissions which may have been incorporated I " -1'-0" -/2 RB into these plans as a result. Supe,st,uctu,e ,e1nfo,cement not shown o See "TYPICAL SECTION" sheet REVIEWED: --i-r.:., I I'-"' V V o C. Tot 4(2 BUNDLES) C-8020-6 ABUTMENT DETAILS & 4/4/23 REVISED RETURN WALL LENGTHS SUPERIOR AVENUE PEDESTRIAN/ BICYCLE ANDY TRAN RCE 63670 BRIDGE AND PARKING LOT DE ENGilNEE A I N Gi DESIGN ENGINEER'S NAME S-64 R-7008-S1450 FRAZEE ROAD DESIGNED: DRAWN: 9/2/22 CITY OF NEWPORT BEACH S1.Jl'I'E 100 J.NOTTNAGEL K.DANG DATE SAN DIEGO. CA 92108 (85ll) 514-8377 PUBLIC WORKS DEPARTMENT SHEET 62 OF 77CHECKED: DATE: NO.DATE DESCRIPTION OF REVISIONS APPROVED M. MAECHLER 9 2 22 ~ n RECORD DRAWINGS These Record Dravi~ngs have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible to its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result j / - =----------= - 1/ \___ / • --- I ~ / , , - / - , - ' 1/z" 1 , -0" Ill I I 11 I I I I I I I 11 ' ' 11 I I I I 1 I I Ill I I 11 I I I 11 1 I 11 I I 11 I I I I I I I I I I 11 I I I I I I I I 11 11 l 11 111 . 11 . I I I 11 11 I 111 I I 11 I II 11 I II I . 11 .11 I I 11 I 11 11 I I I 11 I I 11 7 11 I I I l I Ill IT]] I ['----++-- I n TT 1 11 I I I I I .._ I II I I 11 11 I I I I I I I 11 I T1 11 l I I I II -T1 l I I I \ --II Ill 111 I I 111 I I 11 1 I 111 I 11 1 111 111 I 111 I I I I Ill I II I 11 I 11 1 I 11 I 11 11 1 111 1 111 11 I 11 I I I I I I I I I I I I I I I I I II I U IJ/_' U' '-'-l I I T I I ' tJ N -w z 0 N Vl Q_ 0 0 :r: -cD 19 cD # -Vl w _J 0 z ::::) m LO<.D - _J +Q_ 0 Vl f- 0 z - --0 I n 0 w ff- 2 0:: w Q_ Vl w u _J O_ Vl Q_ <i: _J 0 z Vl Q_ 0 0 :r: , u,0 --cD 19 cD # w -z >-0 I N >- W z u 0 _J f- 0_ uV1 W Vl w -f <i: 2 f _J ::::) Vl O_ 0 0 :r: , u 0 cD 19 cD # \._ u -n • -1------1---------------c - ---- X X z 0�f-u "' / wVl r------' ,--- # 1 ,q Tot 21 /v � / '----� �b,, / // y SPECIFIED TIP ELEVATION 78 11 DIAMETER CIDH ELEVATION 1/z'' = 1 ' -Q'' 1450 FRAZEE ROAD SUITE 100 SAN DIEGO, CA 92108 78" DIAMETER 8 1/2" m In 5" CI, 2" ID INSPECTION PIPES, Tot 7, SPACED EOUALLY---\-------'I\A SECTION X-X I z 0 I f-u I w , Vl f-I --w w w :r: w Vl Vl - I I --Vl D _J w � _J <i: D f- z w0::::) I I I I ' I m f-I I z I w 2 I I f-I ::::) 0:: m 0 <i: I I -- z _;---# 1 ,q T o t ,q 2 ( 21 BUNDLES) ( fy = 80 ks i) #8 HOOPS BUNDLED V ----- / �J / / -4/ I vO I I I I 'I J I I \\ \ • \ �\ \ \ 5" Cl, 2" ID INSPECTION PIPES, Tot 7, SPACED EOUALLY--'c------" I I I -- ' I � ' -' ' ' -' \ \ -' -'-\ \ -I -I llf.\ I -' -•I I - ,✓ I I I ii I I I I I [;_ I I / I I 78" DIAMETER #8 HOOPS SECTION Y-Y # 1 1 NO, r ++ 5 □ STIRRUP -,_.,_ - - " - -- - SEE " 1 " SH BRIDGE REINFORCEMENTEET C: 0 "� ff ,' --------------_J-). #8 HOOPSI / I DOKKEN E N G I N E E R I N G "",,. (858) 514-8377 --s: 01 I # s: \ �-,,t.. � \,,.,,,..✓ ' '-I I --\ - I I #9 L_J �#1"1 SECTION Z-Z 3/4 " = 1 I -0" REVIEWED:& 10/17 /22 ADDENDUM 1 RB REVIEWED: ROB BURNS RSE 6289 DESIGN ENGINEER'S NAME DESIGNED: DRAWN: J, NOTTNAGEL K. DANG 1-----t-----t----+----+----------------+------l DATE 9/2/22CHECKED: DATE: NO. DATE DESCRIPTION OF REVISIONS M. MAECHLER 9 2 22 APPROVED C-8020-6 78" DIAMETER CIDH PILE DETAILS SUPERIOR AVENUE PEDESTRIAN/ BICYCLE BRIDGE AND PARKING LOT CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT S-7 R-7008-S SHEET 63 OF 77 -l • • -t !I------: " • -1~ II ~ --:::=-·---" --L--' -----/ • -I~ -----(' • -, ' -u 0 • __. , J ----_(""II-I 0 I -CD ---/ • 1-----------~ ---~ -' ~ -----. • ·---=-1_ =~ ,---,rr1 -___ , -~ • ------------I_._II_, -~ 1 ____ _11_,,1'1'-' -- L ~ ,__ ~ I II h 0 -w !Yi X u -I X s-- 's ~ ~ L , ' ' 7 - ~ - - -- ---y , -1--::::= ----,- v ,------ --- v ,---------,_ ';,. --#14 Tot 42 ----v ,_ ( 21 BUNDLES) -( fy -80 ks i) ----- ----,_ -----,----v -------:----v ,-::----v 5" min 1 '-0" - - ; I -- ' ' ' I 1r ~ t ' - --- ~ I --J -"I -4 -------::--_ - -~---~ \ ~ I f---- I ' f---,- I ' f---~ I ' f---,- ' I - f-- f-- f-- f-- 1'-0" -! I -' I - I ' - I RECORD DRAWINGS These Record Drav..ings have been prepared based on information submitted, in part, by others. While this information is bel ieved to l:e reliable, City of Newport Beach is not responsible to its accu racy, nor for errors or omissions which may have been incorporated into th ese plans as a result. 2645-h-archdt01.dgn 9/19/2022 12:13:02 PM Abut 1 DATUM 1 ELEV -00.00' I 10+00 0 LD 0 +-V) CURVE @ R -373.72' 6 -31°41'16" T -106.06' L -206.69' Abut 1 DATUM 1 ELEV -00.00' I 10+00 NOTE: 0 LD ~N N 0 +- V) 0 LD • r---' N LD + r---0 • ~ en N 0 +- V) DATA @ 0 LD • LD , n ro + I") 0 • 0 +-V) R -515.46' 6 -22° 49'59" T = 104.09' L -205.42' 0 LD r---' N en + I") 0 • ~~ N 0 +-V) 0 LD • LD ' n ro + LD 0 • ~ U) N 0 +-V) 1. ARCH GEOMETRICS DO NOT INCLUDE CAMBER. 0 LD • I")' ~ r---+ ro 0 • ~N I") 0 +- V) 0 LD • I")' ~ ro + LD 0 • ~ ro N 0 +-V) 0 LD • LD l""l + N 0 • ~ ~ I") 0 +-V) I 1 0+50 0 LD • LD 0 + ~ 0 • ~0 0 +- V) I") I 10+50 0 LD • en , LD Ul + ~ 0 • ~ LD I") 0 +-V) 0 LD . en , LD ~ + 0 0 • ~N I") 0 +-V) TOP OF CONCRETE ARCH r-BOTTOM OF CONCRETE ARCH 0 LD r---' U) U) + LD 0 • ~ U) I") 0 +-V) 0 LD LD ' r---I") + LD 0 • ~ r--- 0 +- V) 1") TOP OF CONCRETE 0 LD r---' UJ en + ~ 0 • ~n 0 +-V) I") 0 LD • LD , r---U) + r---0 • ~~ I") 0 +- V) 0 LD • I")' ro ro + I") 0 • ~ ro I") 0 +- V) 0 LD • 0 +-V) 0 LD en , en o + r---0 • ~ en I") 0 +- V) I I 11 +00 ---- 0 LD r---' o ro + ~ . ~0 ~ 0 +-V) 0 LD • LD , ~N + LD 0 +-V) ~ 0 LD I")' --- N LD + r--- 0 +- V) ~ B 0 LD n LD + ro . ~o ~ 0 +-V) 0 LD • en , l""lN + ro 0 +- V) ~ TOP ARCH GEOMETRIC 0 LD • I")' ro UJ + ro 0 • ~ LD I") 0 +- V) 0 LD • en en + r---0 • ~ U) I") 0 +-V) 0 LD en , en n + LD 0 • ~ r--- 1") 0 +-V) I I 11 +00 0 LD • ~ ro I") 0 +- V) 1/8 " = 1 ' -0" 0 LD LD ' + LD 0 +-V) 0 LD • I")' N~ + r--- ~ ro I") 0 +- V) 0 LD • no + ro . ~ CJ) I") 0 +-V) 0 LD . en , n en + U) ~ CJ) I") 0 +- V) BOTTOM ARCH GEOMETRIC 1/8 " = 1 ' -0" REVIEWED: DOKKEN ROB BURNS RSE 6289 ENGINEERING DESIGN ENGINEER'S NAME DESIGNED: DRAWN: ----- 0 LD r---' ~ r---+ U) . ~o ~ 0 +- V) I 11 +50 0 LD • r---' ~ ~ + ~ . ~ CJ) I") 0 +- V) I 11 +50 0 LD • LD ' LD 0 + ~ • ~o ~ 0 +-V) 0 LD LD ' LD Ul + en 0 +- V) 0 LD I")' U) 0 + 0 ~ . ~o ~ 0 +-V) 0 LD • I")' U) I") + I") 0 +-V) 0 LD • ~' r---ro + ~ 0 +- V) 0 LD • ~' r---I") + LD 0 +-V) 0 LD • en -r---I") + ro ~ ro I") 0 +- V) 0 LD • en , r---LD + LD 0 +- V) 0 LD r---' 00 LD + 0 ~ ro I") 0 +- V) 0 LD r---' CJ) 0 + ~ 0 +- V) 0 LD • LD ' en LD + ~ 0 +-V) 0 LD LD ' en ro + 0 0 +-V) I 0 LD 0 +-V) I 12+00 I 0 LD • I")' 0 r---+ LD N • 0 +-V) I 12+00 REVIEWED: 1450 FRAZEE ROAD SUITE 100 SAN DIEGO, CA 92108 (858) 514-8377 r-::-J-:::c. -::-NO-:-::T-::--TN_A_G_EL---i-:--c-=c--K_. _DA_N_G1---+-----+-------------------+------IDATE ___ 9~/~2/~2_2 __ _ CHECKED: DATE: M. MAECHLER 9/2/22 NO. DATE DESCRIPTION OF REVISIONS APPROVED 0 LD ~ r---+ en N • ~~ 0 +- V) I") 0 LD 0 +- V) 0 LD 0 +- V) I Abut 2 i---____ :-----_____ 0 LD ~ ro + CJ) N • ~ en N 0 +- V) 0 LD r---' ~ en + ~ N • ~ CJ) N 0 +- V) 0 LD • I")' NO + 0 N • ~ r--- N 0 +- V) Abut 2 RECORD DRAWINGS I 12+50 I 12+50 These Record Drav..ings have been prepared based on information submitted, in part, by others. While this information is bel ieved to l:e reliable, City of Newport Beach is not responsible to its accu racy, nor for errors or omissions which may have been incorporated into these plans as a result. C-8020-6 ARCH GEOMETRIC SUPERIOR AVENUE PEDESTRIAN/ BICYCLE BRIDGE AND PARKING LOT CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT S-8 R-7008-S SHEET 64 OF 77 2645-h-const01.dgn 9/19/2022 12:13:04 PM 10+00 ® ® ' -------,---------------~ G) SECTION A-A ® I --:=----- - - - - - - - -----=----===@----=--=----=-----=--=--- - : : @ ------------------ Abut 1 I I I I I ~-I DATUM Elev --10.00 _Cl) __ _ ' 1 0+50 w u :z <i: 0::: <i: ' w ~ _J ,.,.., u . 00 _J ~ <i: u f- 0::: w > SUGGESTED CONSTRUCTION SEQUENCE G) CIDH CONC. PILES @ ABUTMENTS & WINGWALLS (l) ARCHES UP TO TOP OF ARCH= BOTTOM OF DECK ® ------------------ 11 +00 @ BOX GIRDER STEM & SOFFIT, END DIAPHRAGMS & INTERMEDIATE DIAPHRAGMS & PORTION OF ARCH ® SECTION B-B 1//' = 1 '-0" ----------- ELEVATION 1/s" = 1 , -O" @ REMAINDER OF ARCH INCLUDING SLOPE PORTIONS OF EXTERIOR GIRDER BETWEEN BOTTOM OF DECK & BOTTOM OF ARCH @ DECK POUR BETWEEN ARCHES & ABOVE STEM & SOFFIT CT) POST-TENSION PRESTRESSING STEEL @ REMAINDER OF CONCRETE RAIL @ CONSTRUCT STAIRWAY SPAN REVIEWED: DOKKEN ROB BURNS RSE 6289 ENGINEERING DESIGN ENGINEER'S NAME DESIGNED: DRAWN: ------ 11 +50 ---- w u z: <i: 0::: <i: ' w 0 _J LO U . 00 _J ~ <i: u f- 0::: w > ® SECTION C-C ® ----~ ---r----------------=====~------------------------, I ' ) -----------7 12+00 REVIEWED: , I ,-------(i) i / / ' / / / / / / / / I / / I ,' ...,__ __ .,...., G) Abut 2 RECORD DRAWINGS / / / / / / 12+50 These Reoord Dravvings have been prepared based on information submitted, in part, by others. While th is information is believed to be reliable, City of Newport Beach is not respo nsible to its accuracy, nor for errors or omissions IM"lich may have been incorporated into these plans as a result C-8020-6 CONSTRUCTION SEQUENCE SUPERIOR AVENUE PEDESTRIAN/ BICYCLE BRIDGE AND PARKING LOT S-9 1450 FRAZEE ROAD SUITE 100 SAN DIEGO, CA 92108 (858) 514-8377 r-::--J.::-:N---:cO:-::-TT_NA_G_EL,--::-cc::::--K_. D_A_NG,--+----+-------------------+-----IDATE __ ~9/_2~/2_2 __ _ CHECKED: DATE: CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-7008-S M. MAECHLER 9 2 22 NO. DATE DESCRIPTION OF REVISIONS APPROVED SHEET 65 OF 77 SHEET R-7008-S 77OF CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENTNO.DATE DESCRIPTION OF REVISIONS APPROVED REVIEWED: DATE REVIEWED: DESIGN ENGINEER'S NAME DESIGNED: CHECKED: DRAWN: DATE: No. S6289 Exp. 3-31-24 T ST E OFCALIFORNIA A K. DANG REGISTE RED PROFESSIO N AL EN GI N E ERR O B ER T B U R N S (858) 514-8377 SUITE 100 1450 FRAZEE ROAD SAN DIEGO, CA 92108 LARUTCURT S C-8020-6 ANDY TRAN RCE 63670 ROB BURNS RSE 6289 J. NOTTNAGEL BRIDGE AND PARKING LOT SUPERIOR AVENUE PEDESTRIAN / BICYCLE M. MAECHLER 9/2/22 9/2/22 ⅛" = 1'-0" ELEVATION A A B B C C ½" = 1'-0" SECTION A-A ½" = 1'-0" SECTION B-B ½" = 1'-0" SECTION C-C "S" LINE A A 6'-0" 18'-0" -0.50%-0.50% 3 1 3 1 3'-0" 6'-4"6'-4" GRADE PROFILE 6'-0"6'-0" 18'-0" -0.50%-0.50% GRADE PROFILE 3 1 3 1 7 " 3 ' - 6 " 3 ' - 6 " 7 " 6'-4"6'-4" V A R I E S 3'-0"6'-0"6'-0"3'-0" 18'-0" -0.50%7 " 6 " -0.50% GRADE PROFILE 3 ' - 6 " 3 1 3 1 6'-4"6'-4" 66 S-10 TYPICAL SECTION B B 6'-0" 1 ' - 0 " ARCH RIBARCH RIB 3'-0"3'-0" Abut 1 Abut 2 3'-0"3'-0" 2 ' - 0 " M I N 5 ' - 6 " M A X 2 ' - 0 " 5 ' - 6 " T O 6 ' - 0 " M a x V A R I E S 2 ' - 0 " M i n 2 ' - 0 " 4 ' - 0 " "S" LINE 4 ' - 0 " "S" LINE NOTES: S E E N O T E 1 SE E NOTE 1 S E E N O T E 1 SEE NOTE 1 S E E N O T E 1 SEE NOTE 1 T y p 1 ' - 0 " 3/4" CHAMFER, TYP * * ** **& VARIES 6" Min & VARIES 6" Min * SHEET. SECTION" ON "POST-TENSION DETAILS" STEM WIDTH VARIES. SEE "LONGITUDINAL PLANS SEE "UTILITY AND LIGHTING" RECESS FOR LIGHTING, TYP. (BRIDGE), Typ CABLE RAILING (BRIDGE), Typ CABLE RAILING & V A R I E S 2 ' - 0 " M A X Federal 595C Standard 26008 Denotes limits prepare & stain concrete. Color dark gray, 1. 1 REVISED GIRDER FLARE WIDTH5/3/231 15'-0" Typ ' BB OR EB� 20'-0" ' Typ 60'-0" 60'-0" r#1 o X 60'-0" ' Tot 1 2 1 ADDITIONAL SOFFIT REINFORCEMENT NO SCALE 6", Typ SOFFIT P,ofile 7• 6" 1'-4" SOFFIT SOFFIT ' 0 ' LO LO � 0)0). Combe, Line . � 0 Line 0 � N C C C 0 0 0 Q_ Q_ Q_ Cl) Cl) Cl) <( <( 0-1 :::::: � ;;;: 0-1 CAMBER DIAGRAM NO SCALE Does not inc I ude a 11 owonce fo, folsewo,k settlement PRESTRESSING NOTES 270 KS! low Relaxation St,ond: Pjack Anchor-Set -7,000 kips - ¾In. Toto I Number-of G i ,de,s - 3 The final fo,ce ,otio (lo,ge, divided by smaller-) between any two g i ,de,s sho I I not exceed the ,otio of 10:9 Maximum final fo,ce vo,iotion between g i ,de,s be equo I. Con c, et e : f 'c = f' .Cl - 5.5 ksi @ 28 days 4.5 ksi@ time of st,essing ----- Cont,octo, shall submit elongation calculations based on initial st,ess at [SJ = 0.941 times jocking st,ess. ** 16'-0" SOFFIT FLARE ** MEASURED PERPENDICULAR TO (L SUPPORT DETAIL A NOTE: NO SCALE TYPICAL AT END SPANS. BO-5 OR B0-5 k = 0.0002 µ = 0.1 5 One end st,ess i ng sho 11 be pe,fo,med f,om ABUTMENT 1 ' (L Abut 1 = BB------...: r0 co 0 LO 0 LO 5-10 5-1 1 0 LO 0 LO r---. . �(L Abut 2 -EB 34 �----i--�-- ---- 26 � ----� � � r0 W O �CO 0w+ © w+ w+ w+ w+ w+ zo zo z� z� z� ZN :::3 � -----Ty p � --� --� --� --� --� ;':: 1 � ;':: EDGE OF DECK\� � � � � � � � 26 = �------------------------�,�------------------------------�------------r--------------------------------------------r--------------------------------------------r----------------------------r--------lL G I R D E R A I l::=-::zS:-:c=±:-i=:-::±-:==========t=I ===============-=-_::-:_ -_±_=-_:-:-: __ :::: __ =:_ --=--=---=-_:-=_::-:_ --=--=-_:-:-: __ :::: __ =:_ --=--=---=--=-::::---=--=-_:-:-: __ ::::_ -=---=--=---=-_:-=_::::_ --=--=-_:::i_ ::::_ --=--=--=---=--=-_:::: __ ::-: __ -=: __ :-:-:_ -=---=-=--=---=--=-_:-:-: __ ::-:_ -=---=--=---=-=-_::-:_ --=--=-_:-:-: __ :::: __ =:_ --=--=---=-ct:-::-:_ --=--=-_:-:-: __ :::: __ =:_ --=--=---=--=-::-:---=--=-_:-:-: __ ::::_ -=---=--=---=--=-t:-:--=--=-_:-:-: __ ::::_ -=---=--=---=-"'--'s;:::::- --=--�------------------------------------------= ----___ I _______ ----------------------------------------------------------------------------------------------------------------1�----------------� r----�"-i"S" LINE =8" ! 1 0+00 1 0+50 I (L GIRDER B 11 + I 11 +50 I 12+00 �---+--L-:*__J 1 1 1 1 ll------7_ (l 9 1£1 D_�� _c: ______ ' __ I _ ,�------"..----'t-----__ -_-__ -__ -__ -__ -__ -_-___ �_L ___________________________ --------------------------------___ j _ --------------------------------------------------------�--------------------------------------------_ --- _ --------_h� __ -_-__ -_-__ -__ -__ -__ -----+---r��---------------------- 34 16'-0" GIRDER FLARE, Typ ----------------------------------\__ 12 ,,,--� EDGE OF DECK BS-5 DUCT TIES AT TENDON HORIZONTAL ANGLE CHANGES, Typ PLAN 1/8 " = 1 ' -0" ------INTERMEDIATE DIAPHRAGM§ 1 2 34 -----�---a 1 2+50 212'-o" :.-------------------------------------------------------------------------------------------Vlk_ Abut 2 -EB20'-o" 20'-o" ' lL Abut 1 -B B --------..j CABLE PATH IS PARABOLIC § INTERMEDIATE DIAPHRAGC BETWEEN POINTS SHOWN, Typ 8" i---• v1', ' l10",Typ I I • ' I / LONGITUDINAL 1 / I ' NO SCALE I ' -- -I I I I I -I I I I I I SECTION ' �POI ·�� :L • � ,---r--' I I I ' I I I I I I I I I c-SEE � "DE TAI NT OF NO MOVEMENT L A", Typ N I C-8020-6 LEGEND: n Denotes gi,de, stemwidth in inches. 1460 FRAZEE ROAD SUITE 100 SAN DIEGO. CA 92108 DOKKEN 1 /j E N 13 I N E E R I N 13 (BM) :'.i14-8377 REVIEWED: & 5/3/23 REVISED GIRDER FLARES ROB BURNS RSE 6289 DESIGN ENGINEER'S NAME DESIGNED: DRAWN: J.NOTTNAGEL K.DANG CHECKED: DATE: NO. DATE DESCRIPTION OF REVISIONS M. MAECHLER 9 2 22 t-----t------t-----1----+----------------+-----J APPROVED REVIEWED: ANDY TRAN RCE 63670 DATE 9/2/22 GIRDER LAYOUT SUPERIOR AVENUE PEDESTRIAN/ BICYCLE BRIDGE AND PARKING LOT CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT S-11 R-7008-S SHEET 67 OF 77 -- / 17 LJ - [ t 1 1 ' t 1 1 1 1 1 ' RECORD DRAWINGS These Record Drawings have been prepared based on information submitted in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible to its accuracy, nor for errors or omissions Mich may have been incorporated into these plans as a result. ]K ' ' Ii I I ~ \ --- DE +- :::J .Cl Jl +- :::J .Cl ll /;1 ----------- - - - - j ---- - ' ' □ ~4 ~-- □ =- --------- ' --C-- -- - SHEET R-7008-S 77OF CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENTNO.DATE DESCRIPTION OF REVISIONS APPROVED REVIEWED: DATE REVIEWED: DESIGN ENGINEER'S NAME DESIGNED: CHECKED: DRAWN: DATE: No. S6289 Exp. 3-31-24 T ST E OFCALIFORNIA A K. DANG REGISTE RED PROFESSIO N AL EN GI N E ERR O B ER T B U R N S (858) 514-8377 SUITE 100 1450 FRAZEE ROAD SAN DIEGO, CA 92108 LARUTCURT S C-8020-6 ANDY TRAN RCE 63670 ROB BURNS RSE 6289 J. NOTTNAGEL BRIDGE AND PARKING LOT SUPERIOR AVENUE PEDESTRIAN / BICYCLE M. MAECHLER 9/2/22 9/2/22 ⅛" = 1'-0" ELEVATION A A C C D C C ½" = 1'-0" SECTION A-A ½" = 1'-0" SECTION C-C ½" = 1'-0" SECTION D-D #9 Tot 4, Typ #5 Tot 6, Typ #9 Tot 4, Typ #9 Tot 4, Typ A A Abut 1 Abut 2 68 S-12 BRIDGE REINFORCEMENT NO. 1 #5 Tot 12, Typ 2 " C l r @ 6" O.C. Typ #5 STIRRUP @ 6" O.C. Typ #5 STIRRUP @ 12" O.C. Typ #5 STIRRUP #5 @ 12" O.C. Typ #5 @ 12" O.C. Typ Tot 8, Typ #9 x 60'-0" DETAIL ON "POST-TENSION DETAILS" SHEET "ADDITIONAL SOFFIT REINFORCEMENT" ADDITIONAL REINFORCEMENT, SEE 1 ½ " C l r PER BAY #5 Tot 5 PER BAY #4 Tot 3 PER BAY #5 Tot 4 or5-10 5-11 B0-5B0-5 Typ 1'-2" "S" LINE = PER BAY #4 Tot 4 #5 Tot 12, Typ #5 @ 12" O.C. Typ PER BAY #5 Tot 5 PER BAY #4 Tot 3 PER BAY #5 Tot 4 Typ 1'-2" #7 Tot 2 1 ½ " C l r 1 " C l r 1 " C l r 2 " C l r "S" LINE = * #5, S = 12 * *Typ 1'-2" PER BAY #4 Tot 3 PER BAY #5 Tot 4 PER BAY #5 Tot 5 1 ½ " C l r 1 " C l r * 2 " C l r PER BAY #4 Tot 4 PER BAY #4 Tot 4 #7 "S" LINE = #8 Tot 2 #7 Tot 2 #8 Tot 2 #4 @ 12 #7 Tot 2 #8 Tot 2 #7 ½" = 1'-0" SECTION B-B B B Tot 8, Typ #9 x 60'-0" #9 Tot 4, Typ #5 Tot 12, Typ #5 @ 12" O.C. Typ #5 Tot 6, Typ @ 12" O.C. Typ #5 STIRRUP PER BAY #4 Tot 4 PER BAY #4 Tot 3 #7 Tot 2 #8 Tot 2 #7 Typ 1'-2" "S" LINE = * 1 " C l r 2 " C l r 1 ' - 0 " B B #5 STIRRUP #5 STIRRUP C l r 1 " #5 STIRRUPS #5 STIRRUP SOFFIT BOLSTER SOFFIT BOLSTER PER BAY #5 Tot 4 #11 Tot 5, Typ #11 Tot 5, Typ #11 Tot 5, Typ #11 Tot 5, Typ BOLSTER SOFFIT #5 STIRRUP, Typ T y p 2 ' - 0 " #11 Tot 5 #11 Tot 5 #11 Tot 5 #11 Tot 5 WAYS ALTERNATE HOOK BOTH #5 STIRRUP, WAYS ALTERNATE HOOK BOTH #5 STIRRUP, #4 @ 13" O.C. #5 @ 12" O.C., Typ #4 @ 13" O.C. #4 @ 13" O.C. #4 @ 12" O.C. Typ #5 @ 12" O.C., #4 @ 12" O.C. O.C., Typ #6 x 5'-0" @ 6" @ 12" O.C. #5 STIRRUPS #6 @ 6" O.C. #4 @ 12" O.C. #5 @ 12" O.C., Typ REVISED GIRDER FLARE WIDTH5/3/2311 #5 Tot 2 Typ 2.5" Clr ------------------ ------------------- �------1 -----SOFFIT BOLSTER Abut 1 *•5, S -12 � � oc £ V #51 1STIRRUP @ 12" O.C. Typ #5 Tot 6, Typ #5 Tot 4 PER BAY #4 Tot 4 PER BAY 1 ' -2" Typ i---------" S " L I N E = (t GIRDER #5 u STIRRUP* L u - N #5 @ 1 2" O.C. ,---1cr Typ 1\.c--.l-'.=�:;;::l:==-=;�=::::;:::::=��:::::::;=::::::!:::�=�==a;;t=�:::::=:::=;:::+---------./-#5 Tot 12, Typ-+i,---- #4 I'::=-==!@ 1 3" 0. C. • • • #4 Tot �1 PER BAY #5 Tot 5 PER BAY \._ u -� #5CTJSTIRRUP, � #11 Tot 5, Typ�t----� ALTERNATE HOOK WAYS #9 X 60' -0" Tot 8, Typ BOTH #9 Tot 4, Typ SECTION A-A ½" = 1'-0" • • 6'-0" 5'-11" ------------------------------------------------------------------------------ ELEVATION 1/8 "= 1 '-0" SOFFIT BOLSTER-- C ,,-=1+5 I "1 STIRRUP =1+5 T @ 1 2" o.c. Typ "S" LINE= r(t GIRDER ot 6, Typ � #5 Tot 4 I .�\"'" �PER BAY L -#4 Tot 4 u #5 @ 1 1 ,_2,,i \#5 u STIRRUP Typ \� PER BAY\ Typ i *'""� -2" o.c.,-N \\ \\ 5 Tot 1 2, Typ ,� @ 12" O.C. Typ \� =1+5CTJSTIRRUP, ALTERNATE HOOK WAYS � BOTH • -� --•• • v---"",1, . . --'/ #4 Tot 3 PER BAY n n n -- SOFFIT _) BOLSTER Al,, '.Y t l c.,_ I /#7 Tot 2 L� � --#8 Tot 2 u v i V -#4 @12"O.C.� I' nl n' n\ n n n n • ' ,. r\ ----K ,., , -"-----#7 c-0 #6 @ 6" o.c.' � Abut 2 � 7 f I: :;,-,f- �--/. -�• � � • / • #9 X 60' -0" '""----..: #5 STIRRUPS 6'_/· @ 1 2" o.c.• #6 X 5'-0" @• • Tot =1+11 Tot 5 � -� • 8, Typ O.C., Typ • • • SECTION B-B ½"=1'-0" • • • • • #5 y STIRRUP, Typ #11 Tot 5, Typ #9 Tot 4, Typ #5 y STIRRUP #5 □ STIRRUP@ 6" O.C. Typ "S" LINE = 1 #11 Tot 5 #5 □STIRRUP • • • I i "S" LINE = r(t GIRDER #11 Tot 5, Typ--Hf...... I1 ' -2" i 1460 FRAZEE ROAD • •#4 Tot 4PER BAY #4 Tot 3 PER BAY Typ ! * I #8 Tot 2 u#5 Tot 4 PER BAY #4 @ 1 2" 0. C. � #7 #4 t::=-::=:'/@ 13" o.c.#5 Tot 5 PER BAY ADDITIONAL REINFORCEMENT, SEE "ADDITIONAL SOFFIT REINFORCEMENT" DETAIL ON "POST-TENSION DETAILS" SHEET \._ u SECTION C-C ½" = 1'-0" REVIEWED: & DOKKEN 1 /j ROB BURNS RSE 6289 E N 13 I N E E R I N 13 DESIGN ENGINEER'S NAME DESIGNED: DRAWN: \._ u 5/3/23 \._ . u • - N #11 Tot 5, TYP---+1..... #9 Tot 4, Typ--i-H---� • ---rr�•tl--#11 Tot 5 y STIRRUPS #4 I'::=-==!@ 1 3" 0. C. REVISED GIRDER FLARE WIDTH REVIEWED: #5 (t GIRDER------: @ 12" o.c., Typ #4 Tot 4 PER BAY #4 Tot 3 PER BAY#5 Tot 4 PER BAY #5 Tot 5 PER BAY 1 ' -2" Typ i #7 #8 #4 #7 \._ u @ 6 " 0 . C . T y p _-HI-____, ,I \._ u * --N Tot 2 \._Tot 2 u@ 1 2" o.c. � #5]@ 1 2" O.C. Typ SECTION 0-D ½" = 1 '-0" C-8020-6 BRIDGE REINFORCEMENT NO. 1 SUPERIOR AVENUE PEDESTRIAN/ BICYCLE ANDY TRAN RCE 63670 BRIDGE AND PARKING LOT S-12 SUITE 100 SAN DIEGO. CA 92108 (BM) :'.i14-8377 J. NOTTNAGEL K. DANG 1------+-------l---+--------je----------------l------l DATE 9/2/22 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-7008-S CHECKED: DATE: NO. DATE DESCRIPTION OF REVISIONS M.MAECHLER 9 2 22 APPROVED SHEET 68 OF 77 ------- fl I • RECORD DRAWINGS These Record Drawings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible to its accuracy, nor for errors or omissions Mich may have been incorporated into these plans as a result. -1 p~j l • • a a I :It ' - - \_ DE -. /- ~ -. . "°' l V -- ______,_-- ' \ ---,-, ·' t~ . .. I -- :itS ~ 1J ------------ r : / ] - -• I ' -. --' , l i - -- I Q_ . f I - -' --1 . - • I) ~ - I I - ' • II I 2645-m-br_reinf02.dgn 9/19/2022 12:13:11 PM TYPICAL Abut Re inf 2-#9 X 60 '-0 5-#11 " I\ nri II (G I I I ~ \ "-",, \ ' .._.__~ v<___ __ ' Abut 1 TRANSVERSE GIRDER REINFORCEMENT GIRDERS A & C 1 • GIRDER B 1[ TRANSVERSE ARCH RIB REINFORCEMENT ' w z I -i ....J ' I ' u I- <( ' ::;;;: I ' ' \ #5 ' 1 1 I I #5 I I I I 5-#11 (EMBED 2'-9" INTO ABUTMENT STEM) CIDH PI LE #5 @ 4" O.C., Tot 36 :f IY . #5 #5 @ 1 2" o.c. #583 STIRRUP @ 6" o.c., Tot 120 #5 □STIRRUP @ 6" O.C. ., #5 ~#5 #5 □STIRRUP @ 6" O.C. DE 1460 FRAZEE ROAD SUITE 100 ELEVATION REINFORCEMENT #5@ 12" o.c. ' ' ELEVATION REINFORCEMENT REVIE WED: DOKKEN ROB BURNS ENGINEERING RSE 6289 DESIGN ENGINEER 'S NAME DES IGNED: DR AWN : I ' I I ' #583 STIRRUP @ 6" O.C., Tot 120 I .J ::=: -rr ' -,-,-r -'·r r~ rr ,-,-~ '. -r ---r - ; w I z -I ....J I I ' I I u I-: <( : 2 ; . RECORD DRAWINGS These Reoord Dra\Mngs have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible to its accuracy, nor for errors or omissions vikiich may have been incorporated into these plans as a result. • r- 1 I ,-.. r I __.,---5 #11 I .// I r -2 #9 ,-- 5-#11 (EMBED 2 '-9" INTO ABUTMENT STEM) ,.._ « ffl / 2 -# 9 X 6 0 ' -0 " _.,/ f1T'11'=1r9~'7Ffl~ -----CIDH PILE #5 @ 4" O.C., Tot 36 REVIEWED : Abut 2 TRANSVERSE GIRDER REINFORCEMENT GIRDERS A & c1 . GI RDER BLJ TRANSVERSE ARCH RIB REINFORCEMENT C-8020-6 BRIDGE REINFORCEMENT NO. 2 SUPERIOR AVENUE PEDESTRIAN/ BICYCLE BRIDGE AND PARKING LOT SAN DlE:C::O, CA 921 08 (858) 514-8377 t-:-:-J~·::--NO;;:cTT::--N_AG_E7L ~=--_K._D_A_NG--f----t-----t-----------------t----- ---f DA TE 9/2/22 CHECKED : DA TE: M. MAECHLER 9 2 22 NO. DATE DESCRIPTION OF REv1S10NS CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT S-13 R-7008-S APPROVED SHEET 69 OF 77 2645-o-archdt02.dgn 9/19/2022 12:13:12 PM CABLE RAILING (BRIDGE), Typ TOP OF CONCRETE BARRIER ----~ -:I ----~ :.-1-;-_-----=.£ ---_ .;--r--:: ::--~ .c;_-----------""":~ ---~ -------~--r-;-f' = --' . --. . . . . . -I ----+---~ -. -/ 1~ -~=~-!!al --~-i ---r I -~ J ---f = -.. --= It, -;;;---I ------~ --------1-I --" . ~ / -. " --_l / ~ -f" / ~ -I / I------/ / / :1 / I / ' / / ,---1 -u.J / / I / / / I ---u N -, I ,' I I I z: --------------- / I I / ----------r--~ / I' u.J <( I I / / ~ u N 0::: . ~ I / I I z: / N <( "Sf I , ' / ~]// I I <( • ' u.J r--r-0 -LI _______ I I ~ 0::: -sr-_J / / (X) ' + N / I I I I <( -sr-u / ~ I ' u.J IJ) LO . . / I I ~ / I I.{) _J + IJ) co _J Q") / I I ~ ~ / I I N u ~ <( / I 0 • "Sf / I I -i-----__ T'_J . u co IJ) 0 / I I I I _J ~ -/ -~ <( 'SI" I-+-/ I I ---I I -/ I .,,,,.----J ----0 u 0::: -----I I 0 VJ ---------u.J / \ -----j ___ I +-/ / ____ ,.., ,_ ..... -I-> ---r-/ I --L / -/ -0::: VJ / -I ,------------/ u.J ___ ,,. I I ~ I --I > ~ / l,. ..... ~, ) ---- 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 LO LO LO LO LO LO LO LO LO LO LO LO LO LO LO LO LO LO LO LO LO LO LO LO LO LO LO LO LO • • • • • • • • • • • • • • • • • • • • • • • • • • • • • IJ) ' "Sf ' N, 0' (X) ' IJ) ' "Sf ' LO ' r-0, ~' Q") ' r--' LO ' r-0, ~ -Q") -r---LO ' r-0, ~ -N ' 0' (X) ' IJ) ' 'SI" ' N, 0' (X) ' IJ) ' ~ (X) N r--r-0 r--"Sf IJ) "Sf LO LO 'SI" IJ) IJ) r--r-0 (X) (X) 0) ~ 0) 0 0 (X) ~ N N LO r-0 LO r-0 N 'SI" r--LO 0 IJ) 0 r--(X) (X) r--0) IJ) 0) LO 0 'SI" ~ r-0 N r-0 r-0 N r-0 (X) 'SI" (X) + IJ) + (X) + 0 + N + 'SI" + IJ) + ~ + LO + r-0 + ~ + r--+ ~ + LO + r--+ (X) + (X) + IJ) + "Sf + 0 + "Sf + IJ) + (X) + 0 + N + 'SI" + IJ) + (X) + 0) + 0 0 • 0 • 0 • 0 • 0 • 0 • 0 • 0 • 0 • 0 • 0 • ~ • ~ • ~ • ~ • ~ • ~ • ~ • ~ • ~ • ~ • ~ • ~ • N • N • N • N • N • N • ~ 'SI" ~ 'SI" ~ LO ~ LO ~ LO ~ LO ~ IJ) ~ r--~ a) ~ 0) ~ 0) ~ 0 ~ 0 ~ 0 ~ 0 ~ 0 ~ 0 ~ 0 ~ 0 ~ 0) ~ a) ~ a) ~ 0) ~ 0) ~ 0) ~ 0) ~ 0) ~ 0) ~ 0 'SI" 'SI" 'SI" 'SI" 'SI" 'SI" 'SI" "Sf "Sf "Sf "Sf LO LO LO LO LO LO LO LO "Sf 'SI" 'SI" 'SI" 'SI" 'SI" 'SI" "Sf "Sf LO 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +- +- +- +- +- +- +-+- +- +- +- +- +- +- +- +- +- +- +- +-+-+-+-+-+-+-+- +- +- VJ VJ VJ VJ VJ VJ VJ VJ VJ VJ VJ VJ VJ VJ VJ VJ VJ VJ VJ VJ VJ l/) l/) l/) l/) l/) l/) l/) l/) DATUM 1Elev --1 0. 00 -I I I I I I I I 10+00 1 0+50 11 +00 11 +50 12+00 12+50 ELEVATION Ya" = 1 ' -0" RECORD DRAWINGS These Record Drawings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of New-port Beach is not responsible to its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result NOTE: C-8020-6 1 . BARRIER GEOMETRICS DO NOT INCLUDE CAMBER. REVIEWED: REVIEWED: ~\'-a FESS I a~ BARRIER GEOMETRICS DOKKEN ~'\, \'-1 s C, ~ ~!~ SUPERIOR AVENUE PEDESTRIAN/ BICYCLE !!~ .p~ ROB BURNS ~ "" BRIDGE AND PARKING LOT --,,/I'-.nJ~i?a • RSE 6289 S-14 E N i:; I N E E R I N i:; ~ No. --S62ll"9 DESIGN ENGINEER'S NAME xp. 3-31-24 1450 FRAZEE ROAD :?, '?!liuc-nr?:"°'~"" DESIGNED: DRAWN: R-7008-S SUITE 100 J. NOTTNAGEL K. DANG 9/2/22 CITY OF NEWPORT BEACH (858) 514-8377 -11:~ ~ DATE SAN DIEGO, CA 92108 ~ Op CAL\~O CHECKED: DATE: NO. DATE DESCRIPTION OF REVISIONS APPROVED PUBLIC WORKS DEPARTMENT SHEET 70 OF 77 M. MAECHLER 9/2/22 2645-o-miscdt01.dgn 9/19/2022 12:13:14 PM 1 /4"¢ CABLE (STAINLESS STEEL) SEE TYPICAL ELEVATION~ DETAIL 1/ _____ _ I I I \ Abut 1 SEE "DETAIL A" ~-" ~--1_t I 1 ) R = 10'-0" "-' I ' I I >, f-I - 0 I SEE "DETAIL B"-- I RAILING POSTS SPACED EVENLY (BFT MAX C-C) 63'-0" SEE "DETAIL C" TOP OF CONCRETE BARRIER ( TOP OF 21/2"¢X¾" PIPE =: ~~ := :: ; ~~;; ~~ ; ~; ~ ~; ~~ ~(§=-~-= =:=-=------- CABLE RAILING POST (½" PLATE) R = 10'-0" 31/2" Mox, Typ (SPACED EVENLY) FOR CONCRETE BARRIER, AND CABLE RAILING (BRIDGE), SEE "BARRIER GEOMETRICS" SHEET --INSIDE FACE OF RAILING = FACE OF CONCRETE 2½"¢X¾" PIPE 1 ¾" ( TOP AND BOTTOM) "/ " _A 4" TYP ' 1 /4"¢ CABLE (STAINLESS STEEL) ' I ' I ' I Ci) ' RECORD DRAWINGS These Record Dral.Nings have been prepared based on information submitted, in part, by others. While this information is believed to l::e reliable, City of Nevvport Beach is not responsible to its accuracy, nor for errors or omissions \M'lich may have been incorporated into these plans as a resu lt. Q_ >, " f-" " ~ --0 I ' s;r- SECTION B-B 1"=1'-o" SEE "DETAIL Q_ >, f- - 0 I s;r- " " " " " " SECTION 1" = 1'-0" 1" TYP I FOR DETAILS NOT SHOWN, SEE SECTION A-A SECTION A-A 1"=1'-0" NOTES: 1. ALL PIPE AND PLATES SHALL BE ANODIZED ALUMINUM (ASTM B221 AND B580) 2. CABLE LOCATIONS MAY BE ADJUSTED BY CONTRACTOR, BUT A 4" DIAMETER SPHERE MAY NOT PASS THROUGH CABLE RAILING 3. INSTALL CABLES AFTER POSTS AND ALUMINUM PIPE HAVE BEEN INSTALLED 4. ALL CABLE AND CABLE HARDWARE SHALL BE MANUFACTURED BY ULTRA-TEC (OR EQUIVALENT) 5. INSTALL CABLE RAILING PER MANUFACTURER RECOMMENDATIONS (ULTRA-TEC OR EQUIVALENT) 6. POSTS TO REMAIN VERTICAL 7. CABLES TO REMAIN PARALLEL WITH WALKING SURFACE 1/4" GROUT PAD (F 'C = 5KSI) Ck_ CABLE ---+- DETAIL A 3" = 1 '-0" TOP OF ' I CABLE TENSIONER ASSEMBLY ~ t-- 1 " ' ' ' ' ' ' ' ' ' ' ' ' : : 51/211 u, DETAIL 6" ,,._~+- ' ' ' ' ' ' ' ' ' ' ' ' ' ' B 1 " !PE 1 "¢x 1/4 "X2½" ALUMINUM P (TOTAL 4 SPACED EVENLY END POST: 7½"X6 1/2"X½"IE. INTERMEDIATE POST: 7½"X4½"X½"IE. ½"¢x6" DRILL AND BOND STAINLESS STEEL ANCHOR (ASTM A193 GR. 65), TYP 1 " ) --- 3" = 1 '-0" REVIEWED: DOKKEN ROB BURNS RSE 6289 ENGINEERING DESIGN ENGINEER'S NAME DESIGNED: DRAWN: t--,---- t::::j I t:::j . I • " " " " " " " " u u ~ --~ 1 " " END POST TYPICAL RAILING POSTS SPACED EVENLY (BFT MAX C-C) 81'-6" 1 /, '== ',, 1 /4"¢ CABLE Abut 2 // (',\ (STAINLESS STEEL) !::./=============\ \ FERRULE ASSEMBLY I ---'-,-ARCH RIB I I I t=-=-~~i~~-~! I I I -~1 DROP-IN WEDGE CABLE TAB AND CLEVIS ASSEMBLY I I I I ANCHOR I I I I I I / / / / / 6" TYP / ' DETAIL C I I ~-----+_.L.._--~, 3" = 1 '-0" I I I I I I I I I \ \ I ' ' ' ' ' \ ' ' ' ' ' ' ' ' ' I ' ' ' I ' ' ' I ' \ \ ARCH RIB I I I c-c ' ' ' ' I ' ' ' ' I I ' ' ' 2 ' I ' ' ' ' I 'J L, I I I I / I / / DETAIL D 3"=1'-0" 1/2"¢X¾" PIPE7 \½"¢ HOLE @ INTERMEDIATE POSTS, TYP • \ " / I I z -- " " " " " " " " u " ~ ~ 1 I I 1 " ------>o ~ INTERMEDIATE POST ELEVATION DETAIL 1/4"¢ CABLE (STAINLESS STEEL) 2", TYP I ' I ' ' ' 1 "¢x 1/4"X2½" ALUMINUM PIPE -~--r-, . ' \c\) (TOTAL 4 SPACED EVENLY) FOR DETAILS NOT SHOWN, SEE SECTION A-A \ I, I " " " " " " " " u u SECTION D-D 1½" = 1'-0" C-8020-6 REVIEWED: BRIDGE RAILING DETAILS SUPERIOR AVENUE PEDESTRIAN/ BICYCLE BRIDGE AND PARKING LOT S-15 1450 FRAZEE ROAD SUITE 100 SAN DIEGO, CA 92108 (858) 514-8377 t--:c-c-J.::-::Nc::OT:::--TN_A_GE7L----=-c-::::---K_. D_A_NG---t-----t-----+---------------+--------1 DATE __ 9~/~2/_22 __ _ CHECKED: DATE: CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-7008-S SHEET 71 OF 77 M. MAECHLER 9 2 22 NO. DATE DESCRIPTION OF REVISIONS APPROVED NOTES: BEGIN STAIRWAY-- SEGMENTAL WALL 1 ,-��SEE "RETAINING WALL" PLANS BEGIN STAIRWAY20+23.38 "SW" Elev = 32.06' / I I I I I I \ \ \ \ \ A I 11 I II I 1120+25 II II II II II II II I' ' I ' 1.. __ ....J I I \ I I I I I 44'-23/4" MEASURED ALONG "SW" LINE CABLE RAILING TYPE A, SEERETAINING WALL DETAILS PREFABRICATED -L--"STAIRS FG I \ \ SEEFOR , ____ ,,,. "STAIR TREAD DETAIL"]TREAD LAYOUT ELEVATION �-END STAIRWAY ��----11-------,---------,��------------ 1 '-6'r- , L._L__L_..L._L'---L._�..L._L�/t--OVER EXCAVATION ANDl___ -STUCTURE BACKFILL � l-Typ SEE "DETAIL B" FOR F 00 TING DETAILS \____,L----SEE "DETAIL A" FORF 00 TING DETAILS END STAIRWAY 20+67.61 "SW"EI ev = 1 1 . 6 5 S88° 1 3'5"W ------SEGMENTAL RETAINING WALL (TOP FACE), SEE "RETAININGWALL" PLANS 20+50 -----SEGMENTAL RETAINING WALL (BOTTOM FACE), SEE "RETAININGWALL" PLANS I I I I I I I I I \ \ \ \ ' -------7 ' I \ \ / \ I / ' --------------/ ' / ' / '/ ' / ' -------- \ \ \ \ \ I I I I I I I "SW" LINE SUPERIOR POC, SEE"BRIDGE PLANS" PLAN 1.FOR "DETAIL A" AND "STAIR TREAD DETAIL" SEE "STAIRWAY DETAILS NO. 2" SHEET 2.FOR "SECTION B-B" AND "SECTION C-C" SEE "STAIRWAY DETAILS NO. 2" SHEET 1460 FRAZEE ROAD SUITE 100 SAN DIEGO. CA 92108 DOKKEN EN131NEERINl3 (BM) :'.i14-8377 REVIEWED: Lh ROB BURNS RSE 6289 DESIGN ENGINEER'S NAME DESIGNED: DRAWN: J.NOTTNAGEL K.DANG CHECKED: DATE: NO. M.MAECHLER 9 2 22 4/4/23 DATE ¾" ----CABLE RAILING ( T Y P E A ) -._____ CONCRETETREAD WELD DETAIL 11/z" -1 '-0" / / / / I I I I I I \ \ / \ / SEE "WELD DETAIL"__/', _____ ,,, 6'-0" 5'-0" Cl,. MIN ILLUMINATED HANDRAIL,SEE "UTILITY AND LIGHTING" PLANS CONCRETE TREAD SECTION A-A ¾" = 1 '-0" 1i.-STEEL STRINGER -�-PREFABRICATEDSTAIRS LIMITS OF FOOTING-------- 1 I -o" 20+25 8'-0" I L _____ ,1.... __ I I 1 ' - O" CABLE RAILING, SEE RETAINING WALL DETAILS--, I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I SEGMENTAL WALL 1,SEE "RETAINING WALL" PLANS DETAIL A 1/z"=1'-0" C-8020-6 REVISED RETAINING WALL LAYOUT REVIEWED: STAIRWAY DETAILS NO. 1 SUPERIOR AVENUE PEDESTRIAN/ BICYCLE ANDY TRAN RCE 63670 BRIDGE AND PARKING LOT S-16 DATE 9/2/22 CITY OF NEWPORT BEACH R-7008-S DESCRIPTION OF REVISIONS APPROVED PUBLIC WORKS DEPARTMENT SHEET 72 OF 77 1'-0" \r. 0 ' I 1 '-0" DE I I ,-----,----- I I I I I I I I I: I I C RECORD DRAWINGS These Record Drawings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible to its accuracy, nor for errors or omissions 'Nhich may have been incorporated into these plans as a result. BEGIN STAIRWAY-- 1 ' -0" ELEV = 32.64' CABLE RAILING TYPE A, SEE RETAINING WALL DETAILS - -- i i - CONSTRUCTION JOINT-- 4" PCC SIDEWALK,-� ELEV = 32 .06' PREFABRICATED--------,._STAIRS v"sw" LINE SEE "CIVIL PLANS" 2'-2" BOF ELEV = 30.14' 8'-0" #5 r 1@ 12 t--------,-,s_-----, -------- # 5 T O T 1 0 --+---l ,�� ---ELASTOMERIC BEARING PAD AND------7 ---- --ANCHOR BOLT ASSEMBLY ------� '' FG I I L._ ________ J r--- � TOP OF WALL •7- SEE NOTE 2 I I -�- ----CONCRETE TREAD 8" Cl,. MINIMUM '' '' '' L ______ _ PREFABRICATED ST A I RS clb @ 1 2 3'-0" 1 '-0" SEGMENTAL WALL 1, SEE "RETAINING WALL" PLANS SECTION B-B 1" = 1'-0" r-------------------------------------7 I I I -------� ----------------------7 I I STEEL STRINGER �4" PCC SIDEWALK, SEE "CIVIL PLANS" -r-----1----7------r-----T-----+-------+--+----, I I I 1 '-6" _L _____ -----�------L-----�-----+-------+------, I I I --------�_______ I _______________ _ I I I I �------------------------------------ DETAIL B BOF ELEV -9.57' LIMITS OF FOOTING 'i' �SEGMENTAL WALL 1, SEE "RETAINING WALL" PLANS SECTION c-c CABLE RAILING TYPE A, SEE RETAINING WALL DETAILS 1"=1'-0" --------1 ________ ....J I I L._ ________ J 1---I L._ ________ J END STAIRWAY 1 '-0" --PREFABRICATED STAIRS ELEV = 11 .65' ELEV = 11 .06' _/ELASTOMERIC BEARING PAD AND ANCHOR BOLT ASSEMBLY 4" PCC SIDEWALK, SEE "CIVIL PLANS" �-----�----------��----------------------------,----------, 6 '-0 NOTES: I I I I 1 1 2" ', ' '' ' '' ' ' ' ' ' ' \ \ \ �--I ,--------------, 211 t / : _____________ : I I I I I I I I I I I I I I I I I I I I \ \ \ \ \ \ \ \ \ ' ' ' ' ' ' ' ' ' ' ' ,--------------, : ____________ : T - ' (L TREAD _J 7" I - -I [ __ -----------J � ------------,' --------- I / L ____________ / / I / I I I I I I STAIR TREAD DETAIL 1 1/2" = 1 ' -0" I I I I I SECTION D-D 1.CONSTRUCT PCC SIDWALK AFTER PREFABRICATED STAIRS HAVE BEEN PLACED. 3/�" = 1 '-0"2.ADJUST BLOCKS TO CLEAR PREFABRICATED STAIRS C-8020-6 REVIEWED: � 4/4/23 REVISED RETAINING WALL LAYOUT REVIEWED: STAIRWAY DETAILS NO. 2 DOKKEN 1 /j ROB BURNS SUPERIOR AVENUE PEDESTRIAN/ BICYCLE BRIDGE AND PARKING LOT E N 13 I N E E R I N 13 1460 FRAZEE ROAD SUITE 100 SAN DIEGO. CA 92108 (BM) :'.i14-8377 RSE 6289 DESIGN ENGINEER'S NAME DESIGNED: DRAWN: J.NOTTNAGEL K.DANG CHECKED: DATE: NO.DATE DESCRIPTION OF REVISIONS M. MAECHLER 9 2 22 t-----t------f------j----+----------------+-------J APPROVED ANDY TRAN RCE 63670 DATE 9/2/22 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT S-17 R-7008-S SHEET 73 OF 77 11 / /'-' ( ~ / #5 @ 1 2 1r ' ~ /,<.., #5 II " RECORD DRAWINGS These Record Dra\Mngs have been prepared based on information submitted, in part, by others. While th is information is believed to be reliable, City of Newport Beach is not responsible to its accuracy, nor for errors or omissions 'Mlich may have been incorporated into these plans as a result. ~-- i /__ l j / "'' • • 1 '-0" DE I -"'-- / - ~r ~ ,~ I /-- I I '' I I I I • • • • '' d:..b #4 @ 6 • • • • • • • • 2645-s-lotb01.dgn 9/19/2022 12:13:19 PM NOTES: (1) This LOTB sheet (Bo,ing Reco,d) was p,epa,ed in occo,donce with Colt,ons Soil and Rock Logging, Classification and P,esentation Manual (2010). (2) 1.4" samples we,e token using a Stondo,d Penet,otion Sample, and 2.4" samples we,e token using a Colifo,nio Modified Sample,. ( Abut 2 (3) An automatic t,ip homme, system consisting of a homme, weight of 140 lbs falling a distance of 30" was used to advance somple,s. R-20-002A (4) Fo, Soil Legend, see Calt,ans Standard Plans e and e. (5) St,ong odo, of pet,oleum/hyd,oca,bon was encounte,ed in the soil samples collected th,ough out the p,oject site. 20 El. +39.0 ft 1 0 <X)OC) '<f OC) r---'Sj- '<f r--. r---'SI- ~ a N<.D zW I 2 CPT-20-001 A f'/")~ N~ <.D LO '<f r--. r---'SI- ~ a N <.D 4 R-20-003 R-20-103 R-20-101 RW No. 1 PLAN 1" = 50' 20 t~ R-20-002A El. +12.0 ft 1 0 9 0 ~G~W=ELf7+?01.5mf?lt~11~~~~fcRl~~I UU 41212020 "-'.:Yv uw -10 -------'-=-"'--=--'---'-t:::::J@)@@ ---A~s,...,p~h_a=l~t~C~o~n_c~'=e~t~e==( 6~" )_,.;~A.,.g~g~,_e_g....,a_t_e~~B~a-s~e~( ~1 ~2~" ~) ·~~==,-,-,,,-,--- SEDIMENT A RY BEDROCK (Inte,bedded SILTSTONE/MUDSTONE) Monte,ey Fo,mation (Tm); da,k g,ay; ve,y soft to soft; massive to poo,ly bedded; high plasticity; consists of i nte,bedded d I atomaceous muds tone and s i Ii ceous siltstone with o,ganics; (Elastic SILT (MH); da,k g,ay; moist; few fine SAND; mostly high plasticity fines; st,ong odo, of pet,oleum/hyd,oca,bon). (Ve,y stiff; t,ace SAND; PP=3.0 tsf; st,ong odo, of pet,o I eum /hyd,oca,bon). (Ve,y da,k olive g,ay; PP>4.5 tsf; st,ong odo, of pet,o I eum /hyd,oca,bon). +- 4-- z -20 0 1 0 1 ---,-a,~+----,~ @1 @)u (uw\ ~ 8 6 4 2 o 80 150 240 320 400 v \;:.Y (PP=4.0 tsf; st,ong odo, of pet,oleum/hyd,oca,bon). (Ha,d; lnte,bedded SIL TY SAND (SM) lenses; PP=4.5 tsf; odo, of pet,oleum/hyd,oca,bon). (Ve,y stiff; odo, of pet,oleum/hyd,oca,bon). (PP>4.5 tsf; odo, of pet,oleum/hyd,oca,bon). 1- <r > w ~ -30 F,iction Ratio (%) Tip Bea,ing (tsf) Te,minated at El. -19.8 --+---------4_1_1_5_1_2_0 ______________ '--"'-"'--'=--'---'-t:::::J@)@@ (PP=3.5 tsf; odo, of pet,oleum/hyd,oca,bon). (Ha,d; PP>4.5 tsf; odo, of pet,oleum/hyd,oca,bon). RW No.1 CPT-20-102 A A-20-104 RW No.2 r---OC) 0) <.D LO LO '<f I' r---'SI- ~ a N <.D zW I 2 R-20-003 El. +12.0 ft GWE +1 .0 ft 4/3/2020 @@)(M}R r---=;-,---;;-------.---+-l ~ L...!_-'------'-.-'---2..-F=J 2 L',,_<2 "-----"'----"+-l@)@@ 1 2 -40 (Ve,y stiff; PP=3.5 tsf; odo, of pet,oleum/hyd,oca,bon). (Ha,d; PP>4.5 tsf). 1 -50 -60 -70 -80 -90 1 2 Te,minated at El. -89.5 ft D,i I led on 4/2/2020 Hamme, Ene,gy Ratio (ERi=79%) (Ve,y stiff; PP=4.0 tsf). (Ha,d; PP>4.5 tsf). (Ve,y stiff; PP=3.0 tsf). (Ha,d; PP>4.25 tsf). (Ve,y stiff; PP=3.5 tsf). (PP=4.0 tsf). (PP=3.0 tsf). (PP=3.0 tsf). (PP=3.0 tsf). Earth Mechanics, Inc. Geotechnical & Earthquake Engineering PROFILE VERTICAL 1" = 1 O' REVIEWED: (ALAHESH) A. THURAIRAJAH GE 3123 DESIGN ENGINEER'S NAME DESIGNED: DRAWN: 1 1 2 1 2 2 Te,minated at El. -89.5 ft D, i I I ed on 4/3/2020 Hamme, Ene,gy Ratio (ERi=79%) RECORD DRAWINGS These Record Drav\,i ngs have been prepared based on information submitted , in part, by others. W hile this information is believed to be reliable, City of Newport Beach is not responsible to its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. RW No.4 RW No.5 RW No.6 A-20-105 RW No. 7-~ Asphalt Conc,ete (7"); Agg,egate Base (1 811 ). SEDIMENTARY BEDROCK (Inte,bedded SILTSTONE/MUDSTONE) Monte,ey Fo,mation (Tm); da,k g,ay; ve,y soft to soft; massive to poorly bedded; high plasticity; consists of inte,bedded d1atomaceous mudstone and siliceous siltstone with o,ganics; (Elastic SILT (MH); da,k gray; moist; few fine SAND; mostly high plasticity fines; st,ong odo, of pet,oleum/hyd,oca,bon). (Ha,d; ve,y da,k olive g,ay; PP>4.5 tsf; odo, of petro I eum /hydrocarbon). Ve,y stiff; PP=3.0 tsf; odo, of pet,oleum/hyd,oca,bon~+- Ha,d; PP=4.5 tsf; odo, of pet,oleum/hyd,oca,bon). Stiff; odo, of pet,oleum/hydroca,bon). Ha,d; PP=4.25 tsf; odo, of pet,oleum/hyd,oca,bon). (Stiff; odor of petroleum/hydrocarbon). (Ve,y stiff; PP=4.5 tsf; odo, of pet,o I eum /hyd,oca,bon). (PP=2.5 tsf; odo, of pet,oleum/hyd,ocorbon). (Ha,d; PP>4.5 tsf; odo, of pet,oleum/hyd,oca,bon). (Hord drilling; rig c_hattered from elevatio_n -37 feet to----t-_ -38 feet; 1 foot thick cemented / conc,et1ona,y layer). (Elastic SILT (MH); ve,y stiff; ve,y da,k olive g,ay; moist; few fine SAND; mostly high plasticity fines). (Ha,d; PP>4.5 tsf). ( Ve ,y stiff; PP= 3. 5 ts f) . (Ha,d; PP>4.5 tsf). (Ve,y stiff; PP=3.0 tsf). _______________ --+-- (Ha,d; PP>4.5 tsf). (Ve,y stiff; PP=2.5 tsf). (PP=3.0 tsf). (PP=3.0 tsf). (PP=3.0 tsf). -----------------;--- 30 20 1 0 0 -10 fTl r -20 fTl < l> ---l ~ 0 z -30 ~ ---t, -+ ~ -40 -50 -60 -70 -80 -90 C-8020-6 REVIEWED: LOG OF TEST BORINGS 1 OF 4 SUPERIOR AVENUE PEDESTRIAN/ BICYCLE BRIDGE AND PARKING LOT S-18 17800 NEWHOPE STREET, SUITE B, FOUNTAIN VALLEY, CA 92708. p, 714-751-3826 t--:c-c-=-==--PR--t--::-:-=::---P---jRt----+----+----------------t-------t DATE __ ~9/_2~/2_2 __ _ CHECKED: DATE: CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-7008-S SHEET 7 4 OF 77 AT 09 14 20 NO. DATE DESCRIPTION OF REVISIONS APPROVED 2645-s-lotb02.dgn 9/19/2022 12:13:21 PM + 4-- z 0 1- <I: > w _J w NOTES: (1) This LOTB sheet (Bo,ing Reco,d) was p,epa,ed in occo,donce with Colt,ons Soil and Rock Logging, Classification and P,esentation Manual (2010). (2) 1.4" samples we,e token using a Stondo,d Penet,otion Sample, and 2.4" samples we,e token using a Colifo,nio Modified Sample,. (3) An automatic t,ip homme, system consisting of a homme, weight of 140 lbs falling a distance of 30" was used to advance somple,s. (4) Fo, Soil Legend, see Calt,ans Standard Plans e and e. (5) St,ong odo, of pet,oleum/hyd,oca,bon was encounte,ed in the soil samples collected th,ough out the p,oject site. 30 ( Abut 2 R-20-002A on N~ LO r--.. s::r r---1'-"Sj- ~ o NtO zW I 2 R-20-106 4 R-20-003 PLAN 1" = 50' R-20-103 R-20-106 GJ R-20-101 RW No. 1 RW No.1 CPT-20-102 A A-20-104 RW No.2 CX) r--- tO (j) lJl r---s::r r--- 1'-"Sj- ~ o N tO zW I 2 R-20-103 RW No.4 RW No.5 RECORD DRAWINGS These Record Drav\,i ngs have been_ prepared based on information submitted , in part, by others. W hile this information is believed to be reliable, City of Newport Beach is not responsible to its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. RW No.6 A-20-105 RW No. 7-- 30 I'-LO ~'S!- IJl tO s::r r---1'-"Sj- ~ o NtO zW I 2 CPT-20-004 El. +21.0 ft El. +22.0 ft -------------;;A~s~h~o~lt:,.....;C~o~n~c~,~e~t~e-.,--e.~8--1...:;~A~~'~e~o~t¥e#B~o~s~ed~1~2~~======-+---20 SILT~ SAN_D SM i. br?wn; moist; 2% fine GRAVEL; max. 20 1 0 0 -10 -20 GWE +3. 5 ft 4/2/2020 GWE +4 .0 ft 4/17/2020 4 RE 1 2 1 @@~PI a--c.------.----1==1 uw .L...!........::!.../=1 3 1 5 1 _____ "Ac=s-'Fap"h"ac=l,tC'r.Cro __ n,'c:....,,"e~t"'e~,.-( 8:;:,'----'' )+;,-----'----A,..,g'--g'--'-c,,..::e:....;ga....:a::...,t:....:e~B~a::;.Is:::_e~c-b( ;.-,,1 ==-2 ~" l~-~~~-~ S ED IM ENT ARY BEDROCK (lnte,bedded SILTSTONE/MUDSTONE) Monte,ey Fo,mation (Tm); da,k g,ay; ve,y soft to soft; massive to poo,l:y bedded; high plasticity; consists 8 , 3/8 In. d10.; 62% fine to coo,se SAND; 36% fines. SEDIMENTARY BEDROCK (lnte,bedded SILTSTONE/MUDSTONE) Monte,ey Fo,motion (Tm); do,k g,oy; ve,y soft to soft; mos?ive to poo,l:y bedded; high plasticity; consists of inte,bedded dIatomaceous mudstone and siliceous si l_tstone with _o,ganics; (Fat CLA_Y (CH); d9,_k g,oy; m?1st; t,ace fine SAND; mostly high plast1c1ty fines; st,ong odo, of pet,oleum/hyd,oco,bon). 1 (Medium stiff; st,ong odo, of pet,oleum/hyd,oco,bon). (Elpstic SILT (~H); ho,d; ve,y do,k g,oy;_ moist; t,ace fine GRAVEL; max. 3/4 In. d10.; few GWE -1 5 ft fine SAND; mostly high plasticity fines; 4;15°;2020 3 PP>4.5 t?f; odo, of pet,oleum/hyd,oco,bon). Ve,y stiff; odo, of pet,oleum/hyd,oca,bon). PP=3.75 tsf; odo, of pet,oleum/hyd,oco,bon). Ho,d; PP=4.25 tsf; odo, of pet,oleum/hyd,oco,bon). (Ve,y stiff; odo, of pet,oleum/hyd,oco,bon). (Ho,d; PP=4.25 tsf; odo, of pet,oleum/hyd,oco,bon). 2 Te,minated at El. -19.5 ft D,illed f,om 4/16/2020 Homme, Ene,gy Ratio (ERi=79%) of I nte,bedded d I otomoceous muds tone and s i Ii ceous siltstone with o,gonics; (Elastic SILT (MH); stiff; ve,y_ do,k g,oy; moist; few fine SAND; mostly 1 0 medium plasticity fines). (Ve,y stiff•l PP=3.0 tsf). (PP>4.5 tsf . (Ho,d; PP>4.5 tsf). ( Ve ,y stiff) . (Ho,d; PP>4.5 tsf). ______________ __j__ 0 ______________ __j__ -10 -----------------1--20 fTl r fTl < )> ---, 0 z -30 4 (Ve,y stiff; odo, of pet,oleum/hyd,oco,bon). (PP=3.5 tsf). -30 ~ -40 -50 -60 -70 2 6 Te,minated at El. -40.5 ft D,illed on 4/17/2020 Homme, Ene,gy Ratio (ERi=79%) ---+, -+ (Ho,d; PP>4.5 tsf). -40 _____________________________________________________________ _i_ -50 L,,;--------!s-------l=--+...:~~====h------'::..~------c-~---=---=--~~--~~~---=------)-_--------------------------------------------------------------------------1--60 1 0 8 6 4 2 0 80 1 60 240 320 400 F,iction Ratio (%) Tip Bea,ing (tsf) Te,minoted at El. -62.7 ft 4/2/20 Earth Mechanics, Inc. Geotechnical & Earthquake Engineering 17800 NEWHOPE STREET, SUITE B, FOUNTAIN VALLEY, CA 92708. p, 714-751-3826 PROFILE VERTICAL 1" = 1 O' GE P 9-3 - REVIEWED: (ALAHESH) A. THURAIRAJAH GE 3123 DESIGN ENGINEER'S NAME DESIGNED: DRAWN: REVIEWED: ,;; "" "" 0r£c'r11A\"~ "--""" {' ''\) Or CAI.\ ~::;;;;;:-;;--_PRt;;-;--:;:;:---PR--f-----+----+---------------------1-------1DATE __ Ci.9/-=c2/c..c2:=_2 __ _ CHECKED: DATE: AT 09 14 20 NO. DATE DESCRIPTION OF REVISIONS APPROVED -70 C-8020-6 LOG OF TEST BORINGS 2 OF 4 SUPERIOR AVENUE PEDESTRIAN/ BICYCLE BRIDGE AND PARKING LOT CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT S-19 R-7008-S SHEET 75 OF 77 2645-s-lotb03.dgn 9/19/2022 12:13:23 PM NOTES: (1) This LOTB sheet (Bo,ing Reco,d) was p,epa,ed in occo,donce with Colt,ons Soil and Rock Logging, Classification and P,esentation Manual (2010). ( Abut 2 + 4-- z 0 1- <I: (2) 1.4" samples we,e token using a Stondo,d Penet,otion Sample, and 2.4" samples we,e token using a Colifo,nio Modified Sample,. (3) An automatic t,ip homme, system consisting of a homme, weight of 140 lbs falling a distance of 30" was used to advance somple,s. (4) Fo, Soil Legend, see Calt,ans Standard Plans e and e. (5) St,ong odo, of pet,oleum/hyd,oca,bon was encounte,ed in the soil samples collected th,ough out the p,oject site. 30 -EI. +23.5 ft 20 I2A2.4 - 112 1.4 ~ro '"Li) '" r---'" r---r-"SC ~o N <.O zW I 2 R-20-101 4 §00 ·ffi~R~PI = M PI UW 1 0 ~@80@~ I2ti2.4 -- I1J1.4-~ 0 -10 GWE -1 . 5 ft • = ~8@@ 4/16/202QVV I 31 2.4 { -::00 114 1.4 - =0@ I 31 2.4 '\__ --= 1181.4- -20 ;;8@ I5H2.4 -= - 1191.4= ~-30 ;;8@ _J w -40 -50 -60 -70 - - - - I 51 2.4 = 1211.4;;,:;;; Ter-minated at EI . -38.0 ft D,i 11 ed from 4/16/2020 Hammer-Ener-gy Ratio (ERi=79½) R-20-002A 4 R-20-003 Aspha It Conc,ete (8"); PLAN 1" = 50' Aqq,eqate Base R-20-106 GJ R-20-101 RW No. 1 (12"). SILTY SAND {SMJ; b,own; moist; 14% Ine GRAVEL; max. in. dia.; 54½ fine to coa,se SAND; 32½ fines. 3/4 Elastic SILT (MH); ha,d; ve,y da,k olive g,ay; moist; few fine SAND; mostly fines; st,ong odo, of pet,oleum/hyd,oca,bon. SEDIMENTARY BEDROCK pnte,bedded SILTSTONE/MUDSTONE) Monte,ey Formation (Tm); dark gray; very soft to soft; massive to poo,ly bedded; high plasticity; consists of i nte,bedded d I atomaceous muds tone and s i Ii ceous siltstone with organics; (Elastic SILT (MH); ver-y stiff; ve,y da,k g,ay; moist; few fine SAND; mostly fines; str-ong odor-of petr-oleum/hydr-ocar-bon). (PP=2. 75 tsf; odor-of petr-oleum/hydr-ocar-bon). fOdo, of pet,oleum/hyd,oca,bonl. Odor-of petr-o I eum /hydr-ocar-bon . (Tr-ace she I I fr-agments; some odor-of pet,o I eum /hyd,oca,bon). (Har-d; PP=4.5 tsf; t,ace shel I f,agments). (Ve,y stiff; t,ace she I I f,agments). (Ha,d; PP>4.5 tsf). (Ve,y stiff; t,ace Shel I f,agments). (Har-d; PP >4. 5 tsf; tr-ace she I I fr-agments). (Ve,y stiff). Earth Mechanics, Inc. Geotechnical & Earthquake Engineering REVIEWED: (ALAHESH) A. THURAIRAJAH GE 3123 DESIGN ENGINEER'S NAME DESIGNED: DRAWN: CPT-20-102 A I 1 0 PROFILE VERTICAL 1 " -1 0' - A-20-104 RW No.2 EI . +27 .0 ft - f < , I I I ' 8 6 4 2 RW No.5 RECORD DRAWINGS These Record Drav\,i ngs have been prepared based on information submitted , in part, by others. W hile this information is believed to be reliable, City of Newport Beach is not responsible to its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. RW No.6 A-20-105 RW No. 7-~ '" Li) NOJ '"OJ '" r---r-"SC ~o N <.O zW I 2 -= ~ ,-" > > > ) ,, 't_ I 0 80 CPT-20-102 A I I I I 160 240 320 400 30 - 20 - 1 0 - 0 - -10 - - F,iction Ratio ( ½) Tip Bea,ing ( t sf) -20fTl r fTl < )> ---, Te,minated at El. -23.3 ft 4/2/20 REVIEWED: 0 -30z - -40 - -50 - -60 - -70 C-8020-6 LOG OF TEST BORINGS 3 OF 4 SUPERIOR AVENUE PEDESTRIAN/ BICYCLE BRIDGE AND PARKING LOT S-20 --+, -+ 17800 NEWHOPE STREET, SUITE B, FOUNTAIN VALLEY, CA 92708. p, 714-751-3826 r-::--::-::--:c:-::---PR-,::-cc::::---P,R ---+-----+---------------------,f------lDATE __ ~9/_2~/2_2 __ _ CHECKED: DATE: CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-7008-S AT 09 14 20 NO. DATE DESCRIPTION OF REVISIONS APPROVED SHEET 76 OF 77 2645-s-lotb04.dgn 9/19/2022 12:13:24 PM + 4-- z 0 1- <I: > w _J w NOTES: (1) This LOTB sheet (Bo,ing Reco,d) was p,epa,ed in occo,donce with Colt,ons Soil and Rock Logging, Classification and P,esentation Manual (2010). ( Abut 2 (2) 1.4" samples we,e token using a Stondo,d Penet,otion Sample, and 2.4" samples we,e token using a Colifo,nio Modified Sample,. (3) An automatic t,ip homme, system consisting of a homme, weight of 140 lbs falling a distance of 30" was used to advance somple,s. R-20-002A (4) Fo, Soil Legend, see Calt,ans Standard Plans e and e. 4 (5) St,ong odo, of pet,oleum/hyd,oca,bon was encounte,ed in the soil samples collected th,ough out the p,oject site. R-20-003 80 -lO L() 0 0 'Sf ~ 70 'Sf IX] r---'SI- ~ 0 N c.o -z w I 2 A-20-104 60 EI. +58.5 ft []] .• . - 119 1.4 --------50 0@) -I 341 2. 4 -. ··•·. 112 1.4 40 ··•·. @0@ 1392.4·. -. 12711.4 30 ;;0@ 18112.4 ---116 1.4 - 20 ::00@@-14(12.4 --- 1 0 12211.4 - i - - 15A 2.4 ~0@ - Te,minated at EI . + 7 .0 ft 0 Drilled on 4/16/2020 Hamme, Ene,gy Ratio (ERi=81 %) G,oundwate, not encounte,ed Poo,ly g,aded SAND with SILT (SP-SM); white; d,y to moist; fine to medium SAND; few nonplastic mostly fines; encounte,ed GRAVEL down to elevation +55.5 feet. SILT with SAND (ML); ve,y stiff; white; d,y to moist; little fine SAND; mostly nonplastic fines. Poo,ly g_,aded SAND with SILT (SP-SM); medium dense; light olive b,own; d,y to moist; mostly fine to medium SAND; few nonplastic fines. Dense. SIL TY SAND (SM); dense; I ight olive; moist; mostly fine SAND; nonplastic fines. some SEDIMENTARY BEDROCK (Inte,bedded SILTSTONE/MUDSTONE) Monte,ey Fo,mation (Tm);_ da,k g,ay to da,k oli'{e g,ay; ve,y soft to soft; massive to poo,ly bedded; high plasticity; consists of inte,bedded diatomaceous mudstone and siliceous siltstone with o,?anics; (SILT with SAND (ML); ha,d; g,ay; moist; ittle fine SAND; mostly nonplastic fines; PP=4.25 tsf); ha,d d,illing at elevation +24.0 feet. (Elastic SILT (MH); ve,y stiff; ve,y da,k olive g,ay; moist; few fine SAND; mostly high plasticity fines.) f PP>4.5 tsf). Ha,d; PP>4.5 tsf). (PP=4.25 tsf). PROFILE VERTICAL 1 " -1 0' - Earth Mechanics, Inc. Geotechnical & Earthquake Engineering 17800 NEWHOPE STREET, SUITE B, FOUNTAIN VALLEY, CA 92708. p, 714-751-3826 PLAN 1" = 50' R-20-106 GJ R-20-101 RW No. 1 EI . CPT-20-102 A lO 'S!- 0'> 0 'Sf N 'Sf IX] r---'SI- ~ 0 N c.o w z I 2 A-20-105 + 76.0 ft 8 12'.:l1.4 '\_ 1/,0@) 15,,., 2 .4 1/, 1181.4.· -------- I 541 2. 4 @0@) 1111.4 .· 0@) I 711 2.4 1181.4 I 50/6"1 2 .4 ' I 71 1 . 4 - - 13112.4 ~00@@)- - 12111.4-- - 148 2.4 ~ 0@) ft' Te,minated at EI. +14.5 D,illed on 4/16/2020 Hamme, Ene,gy Ratio (ERi=81 %) G,oundwate, not REVIEWED: (ALAHESH) A. THURAIRAJAH GE 3123 DESIGN ENGINEER'S NAME DESIGNED: DRAWN: encounte,ed RECORD DRAWINGS These Record Drav\,i ngs have been prepared based on information submitted , in part, by others. W hile this information is believed to be reliable, City of Newport Beach is not responsible to its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. RW No.5 RW No.6 A-20-105 A-20-104 RW No. 7-~ RW No.2 SIL TY SAND with GRAVEL (SM); yellowish b,own; moist; little fine GRAVEL; max. 1/2 1n. dia.; mostly fine to medium SAND; some nonplastic fines. Dense; yellowish b,own to b,own. SANDY lean CLAY (CL); ha,d; da,k b,own; moist; some fine SAND; mostly medium plasticity fines; PP=4.5 tsf. Poo,ly-g,aded SAND with SILT (SP-SM); medium dense; white; moist; mostly fine SAND; few nonplastic fines. Dense; I ight olive g,oy; fine to medium SAND. Medium dense. Ve,y dense. Medium dense; fine SAND. Ve,y dense; encounte,ed thin laye, of lean CLAY (CL); st,ong b,own. SILT with SAND (ML); stiff; _ol_ive ~_ray; wet; I itt le fine SAND; mostly low plast1c1ty 1nes. SEDIMENTARY BEDROCK (Inte,bedded SILTSTONE/MUDSTONE) Monte,ey Fo,mation (Tm); ve,y da,k olive g,ay; ve,y soft to s~ft; mas~ive to poo,ly bedded; high plasticity; consists of 1nte,bedded d1atomaceous mudstone and siliceous siltstone with o,ganics; (Elastic SILT (MH); stiff; ve,y da,k olive g,ay; moist; few fine SAND; mostly high plasticity fines). f Ve ,y stiff; PP= 3. 2 5 ts f). Ha,d; PP=4.25 tsf). (PP=4 .5 tsf). REVIEWED: 90 - 80 - 70 - 60 - 50 - 40 - 30 - 20 - 1 0 - 0 C-8020-6 LOG OF TEST BORINGS 4 OF 4 SUPERIOR AVENUE PEDESTRIAN/ BICYCLE BRIDGE AND PARKING LOT S-21 fTl r fTl < )> ---, ~ 0 z ~ --+, -+ r-::--::-::--:c:-::---PR-,::-cc::::---P,R ---+-----+---------------------,f------lDATE __ ~9/_2~/2_2 __ _ CHECKED: DATE: CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-7008-S AT 09 14 20 NO. DATE DESCRIPTION OF REVISIONS APPROVED SHEET 77 OF 77